HomeMy WebLinkAboutP_Renton I-Line Civil Plans_Proposed_20220202.pdfTACOMA PUGET MAURY ISLAND
VASHON
ISLAND SOUNDKITSAP CO.KING CO.PIERCE CO.
KING CO.
ALGONA
PACIFIC
BLACK
DIAMOND
VALLEY
5
AUBURN
DES
MOINES
518
99
TUKWILA
KENT
181 167
RENTON
18
169
169
MAPLE
405
5
509 MERCER IS.SEATTLE
MEDINA
WASHINGTON
LAKE
90
520
ISSAQUAH900
LK.
SAMM.
BELLEVUE
520
18
PRESTON
FALL
CITY
202
203
BOTHELL
405
KIRKLAND
99 522
5
KENMORE KING CO.
REDMOND
202
SNOHOMISH CO.
DUVALL
S TALBOT
ROAD
TAL-21
S GRADY
WAY
S CARR
ROAD
108TH
AVE
SE
AUBURN
WAY N
S TALBOT
ROAD
TAL-B
S 2ND ST
S 3RD ST
LOGAN AVE S
MORRIS AVE S
RAINIER
AVE S
S 7TH ST
SHATTUCK
AVE S
60% SUBMITTAL
NOVEMBER 2021
C:\pw_workdir\den003\ext_cw057356\d0882787\1_1G0.00.dwg | Layout: 1G0.00PLOTTED: Sep 03, 2021-10:33:12am By CWILCOXXREFS: KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-SHEETCUTS_Overall.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
METRO TRANSIT
RAPIDRIDE
I LINE
KING COUNTY
LOCATION MAP
NOT TO SCALE
NOT TO SCALE
VICINITY MAP
DRAWING NUMBERING
SYSTEM KEY:
AREA LOCATION
(FOR PROJECTS WITH
MULTIPLE LOCATIONS)
2 C1.01
SEQUENTIAL DESIGNATOR
SEPARATOR
DISCIPLINE
SEQUENTIAL DRAWING NUMBER WITHIN
DISCIPLINE AND DESIGNATED CATEGORY
PROJECT
VICINITY
SECTION LETTER
SECTION LETTER
ELEVATION LETTER
DRAWING ON WHICH SECTION/ELEVATION
APPEARS.
DRAWING ON WHICH SECTION WAS
TAKEN.
TYPICAL SECTION AND DETAIL
REFERENCING SYSTEM
A/A2.01A
A3.01
SCALE:
SECTION B
A1.01
(2)ON DRAWING A105 THIS SECTION IS IDENTIFIED:
(1)THE SECTION IS CUT ON DRAWING A101:
(3)DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT
THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY
LETTERS.
VOLUME 1
RENTON SEGMENT
COVER
1G0.00
1
A. VILLAR
C. WILCOX
S. FORMAN
RENTON SEGMENT
KENT SEGMENT
AUBURN SEGMENT
METRO
C
E
EC
G
I
L
S
TS
U
CIVIL
ELECTRICAL
EROSION CONTROL
GENERAL
INTERCONNECT
LIGHTING
STATION
TRAFFIC SIGNAL
LANDSCAPING
DISCIPLINE
C:\pw_workdir\den003\ext_cw057356\d0882787\1_G0.00-G0.02.dwg | Layout: G0.01PLOTTED: Nov 01, 2021-08:43:56am By CWILCOXXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
55290
METRO PROJECT ENGINEER
APPLICABILITY
THE REQUIREMENTS IN THESE NOTES, AS WELL AS IN THE CONTRACT SPECIFICATIONS, SUPPLEMENT THE
REQUIREMENTS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OVER THE WORK IN THIS CONTRACT. IN THE
CASE OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. IN CASE THAT ONE OR MORE ELEMENTS OF
THE WORK ARE NOT COVERED BY REQUIREMENTS OF AN AGENCY, OR AGENCIES, THE REQUIREMENTS IN THESE
NOTES SHALL APPLY.
GENERAL NOTES
1.ALL WORK METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE
LATEST EDITION OF THE SPECIFICATIONS AND THE APPLICABLE DEVELOPMENT GUIDELINES AND DESIGN AND
CONSTRUCTION STANDARDS FROM THE AGENCY HAVING JURISDICTION OVER THE SITES OF WORK.
2.CONTACT EACH AGENCY'S PUBLIC WORKS DEPARTMENT AND SCHEDULE AND ATTEND A PRECONSTRUCTION
MEETING AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION. ATTENDANTS TO INCLUDE EACH AGENCY'S
APPOINTED REPRESENTATIVE(S) AND THE PROJECT REPRESENTATIVE.
3.ASSUME FULL RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS
RESULTING FROM CONSTRUCTION OPERATIONS.
4.MAINTAIN THE FOLLOWING THROUGHOUT THE EXECUTION OF THIS PROJECT, AND AT A LOCATION KNOWN AND
ACCEPTABLE TO THE PROJECT REPRESENTATIVE AND THE JURISDICTIONAL REPRESENTATIVES ASSIGNED TO
THE PROJECT:
A.ALL APPLICABLE PERMITS, AND CONDITIONING THEREIN.
B.THE APPROVED PLANS.
C.A CURRENT COPY OF THE DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS FROM
EACH AGENCY HAVING JURISDICTION OVER THE SITES OF WORK.
D.TRAFFIC CONTROL AND STREET MAINTENANCE PLANS APPROVED BY THE AGENCY OR AGENCIES HAVING
JURISDICTION OVER THE SITES OF WORK.
E.A CURRENT SET OF RECORD (AS CONSTRUCTED) DRAWINGS.
F.COPIES OF THE HEALTH, SAFETY AND ACCIDENT PREVENTION PLANS.
5.WORK SHALL CONFORM TO THE APPROVED DRAWINGS AND THE CONTRACT SPECIFICATIONS. CHANGES TO
THESE DOCUMENTS REQUIRE PRE-APPROVAL FROM THE PROJECT REPRESENTATIVE AND THE AGENCY HAVING
JURISDICTION OVER THE SITES OF WORK.
6.PROVIDE THE PROJECT REPRESENTATIVE WITH A SET OF RECORD DRAWINGS THAT MEET THE CONTRACT
REQUIREMENTS PRIOR TO THE PROJECT FINAL APPROVAL.
7.PRIOR TO CONSTRUCTION OF METRO FOOTINGS AND FACILITIES, PLEASE CONTACT METRO INSPECTORS AND
CONSTRUCTION AT BUSSTOINSPECTIONS@KINGCOUNTY.GOV OR BY PHONE AT 206-263-2381. PLEASE NOTE
THAT METRO REQUIRES NOTICE OF AT LEAST THREE WEEKS IN ADVANCE TO SCHEDULE AN INSPECTION. ALL
METRO FOOTINGS MUST BE INSPECTED AND APPROVED BY METRO INSPECTORS BEFORE ANY CONCRETE IS
POURED.
WORK SCHEDULE NOTES
1.DAYS AND HOURS OF WORK SHALL CONFORM TO THE CONDITIONS IN THE PERMITS ISSUED BY THE AGENCY
HAVING JURISDICTIONS OVER SITES OF WORK.
BOTTOM
CONSTRUCTION JOINT
CITY OF AUBURN
CITY OF KENT
CONCRETE
CITY OF RENTON
CENTERLINE
CENTER POINT
CRUSHED SURFACING BASE COURSE
CRUSHED SURFACING TOP COURSE
DIAMETER
DRAWING
EASTING
EXPANSION JOINT
ELEVATION
EXISTING
FLOW LINE
HOT MIX ASPHALT
INVERT ELEVATION
KING COUNTY METRO
LENGTH
LEFT
MAXIMUM
MINIMUM
NORTHING
NUMBER
NOT TO SCALE
ON CENTER
POINT OF CURVATURE
POINT OF COMPOUND CURVATURE
BOT
CJ
COA
COK
CONC
COR
CL
CP
CSBC
CSTC
DIA
DWG
E
EJ
ELEV
EX
FL
HMA
IE
KCM
L
LT
MAX
MIN
N
NO.
NTS
OC
PC
PCC
ABBREVIATIONS:GENERAL NOTES:
GENERAL NOTES AND
ABBREVIATIONS G0.01
2
C. TIDWELL
C. WILCOX
S. FORMAN
POINT OF BEGINNING
POINT OF END
POINT OF REVERSE CURVE
PROPOSED
PUGET SOUND ENERGY
POINT
POINT OF VERTICAL CURVE
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENT
RIGHT
RIGHT OF WAY
SQUARE FOOT/ FEET
SHOULDER
SPACING
STATE ROUTE
STANDARD
SYMMETRICAL
TOP OF CURB
TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY EROSION AND SEDIMENT CONTROL
TRANSIT SIGNAL PRIORITY
TYPICAL
UNLESS NOTED OTHERWISE
UTILITY
WITH
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
POB
POE
PRC
PROP
PSE
PT
PVC
PVI
PVT
RT
ROW
SF
SHLDR
SPA
SR
STD
SYM
TC
TCE
TESC
TSP
TYP
UNO
UTIL
W/
WSDOT
ABBREVIATIONS (CONTINUED):
C:\pw_workdir\den003\ext_cw057356\d0882787\1_G0.00-G0.02.dwg | Layout: G0.02PLOTTED: Nov 12, 2021-08:39:24pm By CWILCOXXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISIONDATEBYAPP'DDESIGNED:DRAWN:CHECKED:CHECKED:APPROVED:PROJECT NO:CONTRACT NO:METRO TRANSIT CAPITAL DIVISIONDATE:DRAWING NO:SHEET NO: OFMETRORAPIDRIDE I LINE NOVEMBER 2021P. ENGE00566E18CXXXXXXXXXXXX60% SUBMITTAL55290METRO PROJECT ENGINEERDRAWING NUMBER1G0.00G0.01G0.021G1.01 - 1G1.031C0.011C1.0A - 1C1.0B1C1.01 - 1C1.691C3.01 - 1C3.071C4.0A - 1C4.0C1C4.001C4.01 - 1C4.231C2.001C2.01 - 1C2.231S3.011S1.001S1.01 - 1S1.291S4.011S5.011S6.011C6.01 - 1C6.221C5.01 - 1C5.021C9.01 - 1C9.041C7.001C7.01 - 1C7.231DRP.01 - 1DRP.04 1DRD.01 - 1DRD.081EC.0A - 1EC.0B1EC1.01 - 1EC1.231UT.001UT.01 - 1UT.231UP.011R0.00 - 1R0.031R1.01 - 1R1.071R2.01 - 1R2.031C8.001C8.01 - 1C8.231CD.01 - 1CD.021SS.01 - 1SS.021TS1.001TS1.01A - 1TS1.15A1I1.001I1.01 - 1I1.231I2.01 - 1I2.151L1.N11L1.05 - 1L1.231L2.01 - 1L2.081E1.001E1.01 - 1E1.141E2.01 - 1E2.041U1.001U1.01 - 1U1.231U2.01 - 1U2.021TC1.01 - 1TC1.08SHEET1234 - 678 - 910 - 7879 - 8586 - 888990 - 115116117 -139140141142 - 170171172173174 -195196 - 197198 - 201202203 - 225226 - 229230 - 237238 - 239240 - 262263264 - 286287288 - 291292 - 298299 - 301302303 - 339340 - 341342 - 343344345 - 400401402 - 423424 - 438439440 - 457458 - 465466467 - 482483 - 486487488 - 510511 - 512513 - 520VOLUME 1DESCRIPTIONVOLUME 1 RENTON SEGMENT - COVERGENERAL NOTES AND ABBREVIATIONSRENTON, KENT & AUBURN - INDEXRENTON SEGMENT - SHEET KEYRENTON SEGMENT - CONTROL NOTES & COORDINATES SHEETRENTON SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLESRENTON SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANSRENTON SEGMENT - ROADWAY TYPICAL SECTIONSRENTON - TREE INVENTORY TABLE & TREE PROTECTION DETAILSRENTON SEGMENT - SITE PREPARATION GENERAL NOTESRENTON SEGMENT - SITE PREPARATION PLANSRENTON SEGMENT - PAVING GENERAL NOTESRENTON SEGMENT - PAVING PLANSRENTON SEGMENT - TYPICAL STATION LAYOUTSRENTON SEGMENT - STATION GENERAL NOTESRENTON SEGMENT - STATION PLANSRENTON SEGMENT - TYPICAL STATION ELEVATIONSRENTON SEGMENT - TYPICAL STATION SECTIONSRENTON SEGMENT - TYPICAL STATION DETAILSRENTON SEGMENT - INTERSECTION GRADING & CURB RAMP PLANSRENTON SEGMENT - CIVIL DETAILSRENTON SEGMENT - DRIVEWAY PLANS & PROFILESRENTON SEGMENT - DRAINAGE GENERAL NOTESRENTON SEGMENT - DRAINAGE PLANSRENTON SEGMENT - DRAINAGE PROFILESRENTON SEGMENT - DRAINAGE DETAILSRENTON SEGMENT - TESC GENERAL NOTESRENTON SEGMENT - TESC PLANSRENTON SEGMENT - UTILITY GENERAL NOTESRENTON SEGMENT - UTILITY PLANSRENTON SEGMENT - UTILITY PROFILESRENTON SEGMENT - RETAINING WALL GENERAL NOTES & KEYMAPRENTON SEGMENT - RETAINING WALL PLAN & ELEVATIONRENTON SEGMENT - RETAINING WALL DETAILSRENTON SEGMENT - SIGNING & STRIPING GENERAL NOTESRENTON SEGMENT - SIGNING & STRIPING PLANSRENTON SEGMENT - STRIPING DETAILSRENTON SEGMENT - SIGN SCHEDULERENTON SEGMENT - SIGNAL GENERAL NOTESRENTON SEGMENT - SIGNAL PLANSRENTON SEGMENT - INTERCONNECT GENERAL NOTESRENTON SEGMENT - INTERCONNECT PLANSRENTON SEGMENT - FIBER OPTIC DETAILSRENTON SEGMENT - ILLUMINATION GENERAL NOTES, CONSTRUCTION NOTES, AND LEGENDRENTON SEGMENT - LIGHTING PLANSRENTON SEGMENT - LIGHTING WIRING SCHEMATIC, SCHEDULE & DETAILSRENTON SEGMENT - ELECTRICAL SITE GENERAL NOTESRENTON SEGMENT - ELECTRICAL SITE PLANSRENTON SEGMENT - ELECTRICAL DETAILSRENTON SEGMENT - LANDSCAPE SCHEDULES & GENERAL NOTESRENTON SEGMENT - LANDSCAPE PLANSRENTON SEGMENT - LANDSCAPE DETAILSRENTON SEGMENT - TRAFFIC CONTROL PLANSRENTON, KENT & AUBURNINDEXG0.023C. TIDWELLC. WILCOXS. FORMANSHEET INDEXDRAWING NUMBER2G0.00G0.01G0.022G2.01 - 2G2.032C0.012C1.002C1.01 - 2C1.932C3.01 - 2C3.102C4.0A - 2C4.0D2C4.002C4.01 - 2C4.292C2.002C2.01 - 2C2.292S3.012S1.002S1.01 - 2S1.342S4.012S5.012S6.012C6.01 - 2C6.202C5.01 - 2C5.022C9.01 - 2C9.172C7.002C7.01 - 2C7.292DRP.01 - 2DRP.072DRD.01 - 2DRD.062EC1.002EC1.01 - 2EC1.292ED.012UT.01 - 2UT.292UP.012UD.01 - 2UD.022R0.00 - 2R0.022R1.01 - 2R1.092R2.01 - 2R2.022C8.002C8.01 - 2C8.292CD.012SS.01 - 2SS.022TS1.002TS1.01A - 2TS1.15D2TS2.012I1.002I1.01 - 2I1.372I2.01 - 2I2.202L1.N12L1.01 - 2L1.292L2.01 - 2L2.102E1.002E1.01 - 2E1.332E2.01 - 2E2.042U1.002U1.01 - 2U1.292U2.01 - 2U2.022TC1.01 - 2TC1.10SHEET1234 - 6789 - 101102- 111112 - 115116117 - 147148149 - 179180181182 - 216217218219220 - 242243 - 244245 - 261262263 - 294295 - 301302 - 307308309 - 344345346 - 377378379 - 380381 - 383384 - 392393 - 394395396 - 426427428 -429430431 - 489490491492 - 536537 - 556557558 - 586587 -596597598 - 637638 - 641642643 - 673674 - 675676 - 685VOLUME 2DESCRIPTIONVOLUME 2 KENT SEGMENT - COVERGENERAL NOTES AND ABBREVIATIONSRENTON, KENT, & AUBURN - INDEXKENT SEGMENT - SHEET KEYKENT SEGMENT - CONTROL NOTES & COORDINATES SHEETKENT SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLESKENT SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANSKENT SEGMENT - ROADWAY TYPICAL SECTIONSKENT SEGMENT - TREE INVENTORY TABLES & TREE PROTECTION DETAILSKENT SEGMENT - SITE PREPARATION GENERAL NOTESKENT SEGMENT - SITE PREPARATION PLANSKENT SEGMENT - PAVING GENERAL NOTESKENT SEGMENT - PAVING PLANSKENT SEGMENT - TYPICAL STATION LAYOUTSKENT SEGMENT - STATION GENERAL NOTESKENT SEGMENT - STATION PLANSKENT SEGMENT - TYPICAL STATION ELEVATIONSKENT SEGMENT - TYPICAL STATION SECTIONSKENT SEGMENT - TYPICAL STATION DETAILSKENT SEGMENT - INTERSECTION GRADING & CURB RAMP PLANSKENT SEGMENT - CIVIL DETAILSKENT SEGMENT - DRIVEWAY SHEETSKENT SEGMENT - DRAINAGE GENERAL NOTESKENT SEGMENT - DRAINAGE PLANSKENT SEGMENT - DRAINAGE PROFILESKENT SEGMENT - DRAINAGE DETAILSKENT SEGMENT - TESC GENERAL NOTESKENT SEGMENT - TESC PLANSKENT SEGMENT - TESC DETAILSKENT SEGMENT - UTILITY PLANSKENT SEGMENT - UTILITY PROFILESKENT SEGMENT - UTILITY DETAILSKENT SEGMENT - RETAINING WALL GENERAL NOTES & KEY MAPKENT SEGMENT - RETAINING WALL PLAN & ELEVATIONKENT SEGMENT - RETAINING WALL DETAILSKENT SEGMENT - SIGNING & STRIPING GENERAL NOTESKENT SEGMENT - SIGNING & STRIPING PLANSKENT SEGMENT - STRIPING DETAILSKENT SEGMENT - SIGN SCHEDULEKENT SEGMENT - SIGNAL GENERAL NOTESKENT SEGMENT - SIGNAL PLANSKENT SEGMENT - SIGNAL DETAILSKENT SEGMENT - INTERCONNECT GENERAL NOTESKENT SEGMENT - INTERCONNECT PLANSKENT SEGMENT - INTERCONNECT DETAILSKENT SEGMENT - ILLUMINATION POLE SCHEDULE AND LEGENDKENT SEGMENT - LIGHTING PLANSKENT SEGMENT - LIGHTING SCHEDULE & DETAILSKENT SEGMENT - ELECTRICAL SITE GENERAL NOTESKENT SEGMENT - ELECTRICAL SITE PLANSKENT SEGMENT - ELECTRICAL DETAILSKENT SEGMENT - LANDSCAPE SCHEDULE & GENERAL NOTESKENT SEGMENT - LANDSCAPE PLANSKENT SEGMENT - LANDSCAPE DETAILSKENT SEGMENT - TRAFFIC CONTROL PLANSDRAWING NUMBER3G0.00G0.01G0.023G3.013C0.013C1.003C1.01 - 3C1.493C3.01 - 3C3.053C4.0A3C4.003C4.01A - 3C4.133C2.003C2.01 - 3C2.133S3.013S1.003S1.01 - 3S1.163S4.013S5.013S6.013C6.01 - 3C6.053C5.013C9.01 - 3C9.023C7.003C7.01 - 3C7.113DRP.013DR.01 - 3DR.053EC.003EC1.01 - 3EC1.13A3ED.013UT.003UT.01 - 3UT.133UP.013R0.00 - 3R0.013R2.01 - 3R2.023C8.003C8.01 - 3C8.143CD.013SS.013TS1.003TS1.01A - 3TS1.06C3TS2.013I1.003I1.11 - 3I1.13B3I2.01 - 3I2.033L1.N13L1.01 - 3L1.103L2.01 - 3L2.043E1.003E1.01 - 3E1.123E2.01 - 3E2.043U1.003U1.01 - 3U1.133U2.01 - 3U2.023TC1.01 - 3TC1.06SHEET1234567 - 5556 - 60616263 - 808182 - 95969798 - 113114115116117 - 122123124 -125126127 - 137138139 - 143144145 - 158159160161 - 173174175 - 176177 - 178179180 - 200201202203204 - 225226227228 - 230231 - 233234235 - 244245 - 248249250 -267268 - 271272273 - 286287 - 288289 - 294VOLUME 3DESCRIPTIONVOLUME 3 AUBURN SEGMENT - COVERGENERAL NOTES AND ABBREVIATIONSRENTON, KENT, & AUBURN - INDEXAUBURN SEGMENT - SHEET KEYAUBURN SEGMENT - CONTROL NOTES & COORDINATES SHEETAUBURN SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLESAUBURN SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANSAUBURN SEGMENT - ROADWAY TYPICAL SECTIONSAUBURN SEGMENT - TREE INVENTORY TABLES & TREE PROTECTION DETAILSAUBURN SEGMENT - SITE PREPARATION GENERAL NOTESAUBURN SEGMENT - SITE PREPARATION PLANSAUBURN SEGMENT - PAVING GENERAL NOTESAUBURN SEGMENT - PAVING PLANSAUBURN SEGMENT - TYPICAL STATION LAYOUTSAUBURN SEGMENT - STATION GENERAL NOTESAUBURN SEGMENT - STATION PLANSAUBURN SEGMENT - TYPICAL STATION ELEVATIONSAUBURN SEGMENT - TYPICAL STATION SECTIONSAUBURN SEGMENT - TYPICAL STATION DETAILSAUBURN SEGMENT - INTERSECTION GRADING & CURB RAMP PLANSAUBURN SEGMENT - CIVIL DETAILSAUBURN SEGMENT - DRIVEWAY PLANSAUBURN SEGMENT - DRAINAGE GENERAL NOTESAUBURN SEGMENT - DRAINAGE PLANSAUBURN SEGMENT - DRAINAGE PROFILESAUBURN SEGMENT - SHELTER DRAINAGE DETAILSAUBURN SEGMENT - TESC GENERAL NOTESAUBURN SEGMENT - TESC PLANSAUBURN SEGMENT - TESC DETAILSAUBURN SEGMENT - UTILITY GENERAL NOTESAUBURN SEGMENT - UTILITY PLANSAUBURN SEGMENT - UTILITY PROFILESAUBURN SEGMENT - RETAINING WALL GENERAL NOTES & KEY MAPAUBURN SEGMENT - RETAINING WALL SCHEDULE & DETAILSAUBURN SEGMENT - SIGNING & STRIPING GENERAL NOTESAUBURN SEGMENT - SIGNING & STRIPING PLANSAUBURN SEGMENT - STRIPING DETAILSAUBURN SEGMENT - SIGN SCHEDULEAUBURN SEGMENT - SIGNAL GENERAL NOTES AND LEGENDAUBURN SEGMENT - SIGNAL PLANSAUBURN SEGMENT - SIGNAL DETAILSAUBURN SEGMENT - INTERCONNECT GENERAL NOTESAUBURN SEGMENT - INTERCONNECT PLANSAUBURN SEGMENT - FIBER SCHEMATIC AND DETAILSAUBURN SEGMENT - LIGHTING GENERAL NOTESAUBURN SEGMENT - LIGHTING PLANSAUBURN SEGMENT - LIGHTING WIRING SCHEMATIC & POLE SCHEDULEAUBURN SEGMENT - ELECTRICAL SITE GENERAL NOTESAUBURN SEGMENT - ELECTRICAL SITE PLANSAUBURN SEGMENT - ELECTRICAL DETAILSAUBURN SEGMENT - LANDSCAPE SCHEDULE & GENERAL NOTESAUBURN SEGMENT - LANDSCAPE PLANSAUBURN SEGMENT - LANDSCAPE DETAILSAUBURN SEGMENT - TRAFFIC CONTROL PLANS
1
2310 11
12
9
4
5678
C:\pw_workdir\den003\ext_cw057356\d0882787\2_G1.01.dwg | Layout: 1G1.01PLOTTED: Nov 01, 2021-08:27:20am By CWILCOXXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SHEET KEY
1 OF 3
1G1.01
4
A. VILLAR
C. WILCOX
S. FORMAN
SHEET KEY - RENTON
NOT TO SCALE
RAINER AVE S
WHITWORTH AVE S
RAINER
A
V
E
S
RAINE
R
A
V
E
S S 7TH STSHATTU
C
K
A
V
E
S
S GRADY WAYS GRADY
WAY
TALBOT RD S
TALBOT RD S
I-
4
0
5
S
B
O
F
F
R
A
M
P
I-
4
0
5
N
B
O
N
R
A
M
P
S PUGE
T
D
R
BENSON DR S
BENSON DR S
S 21ST STTAL
B
O
T
R
D
S
MORRIS AVE S
SHATTUCK AVE SS 3RD STS 2ND STS 3RD STS 2ND STSMITHERS AVE S
S 4TH PLS
3RD
P
L
TAL
B
O
T
R
D
SS 15TH STS 23RD STLOGAN AVE S
SMITHERS AVE S S 19TH STLAKE AVE S
12
15
1
6
13
14
C:\pw_workdir\den003\ext_cw057356\d0882787\2_G1.01.dwg | Layout: 1G1.02PLOTTED: Nov 01, 2021-08:28:06am By CWILCOXXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SHEET KEY
2 OF 3
1G1.02
5
A. VILLAR
C. WILCOX
S. FORMAN
SHEET KEY - RENTON (CON'T)
NOT TO SCALE
S 26TH
S
T
TALBOT RD S
S 27TH PL
TALBOT RD SS 32ND STS 36TH STS 37TH STS 37TH STS 38TH CTS 177TH STTALB
O
T
R
D
S
S
C
A
R
R
R
D
98TH AV
E
S
SMITHERS AVE SS CARR RDTALBOT CREST DR S
1
617181920 21 22 23
C:\pw_workdir\den003\ext_cw057356\d0882787\2_G1.01.dwg | Layout: 1G1.03PLOTTED: Nov 04, 2021-09:31:40am By CWILCOXXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SHEET KEY
3 OF 3
1G1.03
6
A. VILLAR
C. WILCOX
S. FORMAN
SHEET KEY - RENTON (CON'T)
NOT TO SCALE
MILL AVE SSE CARR
RD
106TH
P
L
S
E
WELLS AVE S
105TH PL SE
108TH AVE SE
SE 180TH STSE 181ST STSE 186TH STSE 187TH PLSE 190TH STSE 192ND STCITY OF
KENT
CITY OF
RENTON
SEE VOLUME 2
SE PETROVISTKY RDBENSON
D
R
S SE 182ND ST
C:\pw_workdir\den003\ext_cw057356\d0601389\1 C0.01.dwg | Layout: 1C0.01PLOTTED: Nov 11, 2021-10:53:22am By CWILCOXXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
1ALLIANCE
GEOMATICS
SURVEYING & MAPPING
METRO PROJECT ENGINEER
RENTON SEGMENT
CONTROL NOTES & COORDINATES
SHEET
1C0.01
7
M. GROOT
M. GROOT
J. COAN
GENERAL NOTES:
PUBLISHED SURVEY CONTROL
POINT #NORTHING EASTING ELEVATION AGENCY DESCRIPTION
2000 180879.53 1288220.28 237.19 WSDOT GP 17900-185 - 2671
2001 186315.67 1311358.18 412.42 WSDOT GP 17900-42 - 81
2002 179737.95 1308390.96 340.95 WSDOT HAFF - 5551
2003 173762.92 1296604.26 50.51 WSDOT GP17405-64 - 897
2004 159396.52 1306786.10 486.58 WSDOT SOOS - 6499
2005 154675.90 1296843.94 51.75 WSDOT GP17167-92 - 1385
2006 144183.74 1291922.77 39.04 WSDOT HOOSE - 6500
2007 143805.60 1320969.75 502.84 KING COUNTY 5863
2008 132270.56 1290678.80 70.51 WSDOT GP17167-320 - 6493
2009 128624.41 1321222.55 344.07 WSDOT FN 116 - 1300
2010 123240.54 1305478.76 436.00 WSDOT PINE TREE - 6497
2011 111173.36 1287413.85 98.30 WSDOT HL-031 - 7292
2012 109949.09 1298366.49 124.59 WSDOT GP17164-37 - 23
2013 178757.19 1300526.50 38.24 WSDOT BRYN - 892
2014 164996.25 1302974.24 400.45 WSDOT KC-F-9 RESET - 6716
2015 149724.00 1302474.00 420.94 WSDOT BM17515-106 - 5122
1 ALLIANCE SURVEY CONTROL
EASTING ELEVATION
184735.41
185756.82 SET SCRIBE IN TRAFFIC ISLAND
102 28.17
1302086.48
1301985.13
105 183154.59 SET NAIL IN SIDEWALK
SET NAIL IN SIDEWALK
1301965.98 34.34
181143.53
SET NAIL IN SIDEWALK
SET NAIL IN SIDEWALK
1301990.04 43.21
178580.09
178599.82 SET NAIL IN SIDEWALK
114 35.83
1298493.46
117 178500.66 SET NAIL IN TIMBER IN PLANTER
SET NAIL IN SIDEWALK
1298451.69 29.44
176955.47 1298602.59 26.47 SET SCRIBE IN SIDEWALK
121 176543.57 1298728.12 21.63 SET NAIL IN CONCRETE TREE PIT
176119.26 1298737.45 SET NAIL IN SIDEWALK
123 175798.76 1298289.40 25.15 SET NAIL IN SIDEWALK
124 175366.70 26.88 SET NAIL IN SIDEWALK
174882.88 1298230.11 27.71 SET NAIL IN ASPHALT STRIP AT BACK OF SIDEWALK
126 175039.83 1298939.57 25.97
127 175137.99 1299575.70 SET NAIL IN SIDEWALK
128 1300210.29 34.53 SET REBAR AND CAP IN LAWN
129 175064.17 1300515.30 34.11 SET NAIL IN SIDEWALK
173848.34 1300466.28 SET NAIL IN TRAFFIC ISLAND
131 173184.26 1300502.63 88.13 SET NAIL IN TRAFFIC ISLAND
132 172686.71 111.74 SET NAIL IN SIDEWALK
1300629.84 189.27 SET NAIL IN SIDEWALK
171210.41 1300629.57 SET NAIL IN ASPHALT
135 171186.30 1299726.38 204.52 SET NAIL IN ASPHALT
136 170453.99 190.58 SET NAIL IN CURB
170006.27 1299158.22 157.91 SET NAIL IN ASPHALT
138 169206.40 1299174.67 110.63
139 168335.43 SET NAIL IN ASPHALT
140 1299291.55 100.46 SET NAIL IN ASPHALT
141 167266.64 1299553.44 100.33 SET NAIL IN ASPHALT
166207.68 1299591.10 SET NAIL IN ASPHALT
143 164824.65 1299383.10 106.27 SET NAIL IN ASPHALT
144 163899.42 SET SCRIBE ON BOLT OF OLD SIGN BASE
145 164003.51 1299499.42 SET SRIBE IN SIDEWALK
146 161.89 SET NAIL IN SIDEWALK
164403.57 SET NAIL IN SIDEWALK
164880.98 1301578.70
149 165201.78 349.68 SET NAIL IN TRAFFIC ISLAND
150 165445.06 SET SRIBE IN SIDEWALK
151 1302983.41 401.47
164996.22 1302974.24 FOUND MONUMENT IN CASE
153 164029.64 1302984.10
467.64 FOUND MONUMENT IN CASE
161454.59 1302885.27 488.12 SET NAIL IN SIDEWALK
POINT #NORTHING DESCRIPTION
100 1302662.12 30.72 SET SCRIBE IN SIDEWALK
101 1302406.37 32.67
184675.34 1302087.78 SET SCRIBE IN SIDEWALK
103 184102.63 30.02 SET SCRIBE IN SIDEWALK
104 183756.83 29.66 SET SCRIBE IN SIDEWALK
1301996.83 30.22
106 182292.67 1302043.70 32.14
107 181575.02 SET NAIL IN SIDEWALK
108 1302036.08 35.41 SET NAIL IN SIDEWALK
109 180551.85 1302006.97 37.53
110 179899.60 1301937.63 39.19
111 179068.50 SET NAIL IN GORE
112 1301348.53 43.51 SET NAIL IN SIDEWALK
113 1300515.63 38.62
178619.83 1300087.42 SET NAIL IN CONC PAD
115 178628.67 1299413.35 32.76 SET NAIL IN SIDEWALK
116 178622.40 33.00 SET NAIL IN SIDEWALK
1298270.38 36.27
118 178027.20 1298206.35 31.62
119 177392.12 SET SCRIBE IN SIDEWALK
120
122 28.05
1298006.04
125
SET NAIL IN SIDEWALK
27.64
175418.98
130 47.72
1300476.62
133 171535.41
134 207.72
1299283.66
137
FOUND NAIL IN ASPHALT
1299247.11 99.61
167814.03
142 91.01
1299006.41 125.66
141.70
164405.44 1300045.30
147 1301151.74 244.70
148 307.04 SET NAIL IN SIDEWALK
1302155.30
1302591.00 375.29
165490.06 SET SRIBE IN SIDEWALK
152 400.48
401.61 FOUND MONUMENT IN CASE
155 162196.49 1302938.21
156
ALIGNMENT TABLE - TAL-B-LINE
DESCRIPTION
L193
C67
L194
L195
C68
L196
C69
L197
C70
STATION
10+00.00
12+30.53
16+65.42
22+66.87
28+61.91
33+43.92
43+33.88
52+36.66
54+06.47
LENGTH
230.53'
434.89'
601.45'
595.04'
482.00'
989.96'
902.78'
169.81'
10.63'
BEARING
S32°55'57"E
S15°08'03"E
S2°39'50"W
S2°38'56"W
S1°56'48"E
S6°31'53"E
S2°13'15"E
S2°05'23"W
S2°00'48"W
RADIUS
700.00'
3,000.00'
6,000.00'
4,000.00'
DELTA
35°35'47"
9°12'20"
8°37'15"
0°09'08"
TANGENT
224.72'
241.52'
452.25'
5.32'
NORTHING
175536.668
175343.181
174930.092
174329.289
173734.885
173253.680
172270.145
171368.890
171199.193
EASTING
1300246.306
1300371.634
1300483.358
1300455.404
1300427.904
1300444.260
1300556.864
1300591.815
1300585.623
ALIGNMENT TABLE - 2ND-LINE
DESCRIPTION
L1
L2
L3
L4
C63
L185
C62
L8
L9
STATION
10+00.00
11+30.03
13+91.96
17+07.89
19+40.49
21+06.81
21+83.06
23+34.62
25+82.37
LENGTH
130.03'
261.92'
315.94'
232.60'
166.32'
76.25'
151.56'
247.76'
412.51'
BEARING
S89°56'12"W
N89°11'04"W
N89°11'04"W
N89°11'04"W
N84°25'10"W
N79°39'17"W
N83°59'48"W
N88°20'18"W
N89°32'18"W
RADIUS
1,000.00'
1,000.00'
DELTA
9°31'47"
8°41'01"
TANGENT
83.35'
75.92'
NORTHING
178585.672
178585.528
178589.256
178593.754
178597.064
178613.220
178626.912
178642.748
178649.932
EASTING
1300232.165
1300102.133
1299840.237
1299524.331
1299291.758
1299126.414
1299051.408
1298900.826
1298653.172
ALIGNMENT TABLE - RAI-LINE
DESCRIPTION
L14
C66
L192
C2
L190
STATION
10+00.00
12+92.73
15+86.17
31+44.86
36+57.34
LENGTH
292.73'
293.44'
1558.70'
512.48'
317.68'
BEARING
S3°57'38"W
S6°10'50"E
S19°56'35"E
S10°47'37"W
S41°34'17"W
RADIUS
839.15'
477.42'
DELTA
20°02'08"
61°30'11"
TANGENT
148.23'
284.05'
NORTHING
178653.256
178361.229
178070.980
176605.753
176126.163
EASTING
1298240.677
1298220.458
1298251.890
1298783.539
1298692.108
ALIGNMENT TABLE - LOG-LINE
DESCRIPTION
L12
STATION
10+00.00
LENGTH
561.28'
BEARING
S1°30'38"W
RADIUS DELTA TANGENT NORTHING
178585.672
EASTING
1300232.165 ALIGNMENT TABLE - SHA-LINE
DESCRIPTION
L16
C5
L17
C6
L18
STATION
10+00.00
10+74.78
12+00.09
12+67.49
14+82.55
LENGTH
74.78'
125.31'
67.40'
215.07'
21.49'
BEARING
S1°04'43"W
S24°08'35"E
S38°39'14"E
S17°03'41"E
S0°18'19"E
RADIUS
209.55'
319.34'
DELTA
34°15'45"
38°35'13"
TANGENT
64.59'
111.79'
NORTHING
175885.120
175810.353
175697.701
175645.069
175443.330
EASTING
1299145.924
1299144.517
1299195.010
1299237.107
1299299.021
ALIGNMENT TABLE - LAK-LINE
DESCRIPTION
L19
C7
L20
C8
L21
C9
L22
STATION
10+00.00
13+32.73
14+07.73
16+06.10
16+44.74
17+11.31
17+89.25
LENGTH
332.73'
75.00'
198.36'
38.64'
66.57'
77.94'
39.60'
BEARING
S89°57'39"W
S46°59'21"W
S0°29'53"E
S14°37'32"W
S38°19'08"W
S25°20'51"W
S0°03'18"E
RADIUS
50.00'
75.90'
117.96'
DELTA
85°56'37"
29°10'13"
37°51'29"
TANGENT
46.58'
19.75'
40.45'
NORTHING
175421.842
175421.615
175375.118
175176.763
175139.777
175087.546
175018.381
EASTING
1299299.135
1298966.401
1298916.557
1298918.282
1298908.630
1298867.352
1298834.588
ALIGNMENT TABLE - 3RD-LINE
DESCRIPTION
L188
L28
STATION
10+00.00
20+22.13
LENGTH
1022.13'
943.90'
BEARING
N88°39'12"W
N88°38'30"W
RADIUS DELTA TANGENT NORTHING
178024.582
178048.605
EASTING
1300217.368
1299195.521
ALIGNMENT TABLE - 7TH-LINE
DESCRIPTION
L32
STATION
10+00.00
LENGTH
664.62'
BEARING
S89°42'32"E
RADIUS DELTA TANGENT NORTHING
175888.496
EASTING
1298481.311
ALIGNMENT TABLE - GRA-LINE
DESCRIPTION
L178
C12
STATION
10+00.00
11+70.32
LENGTH
170.32'
1357.10'
BEARING
N77°28'41"E
N67°18'02"E
RADIUS
3,820.00'
DELTA
20°21'18"
TANGENT
685.78'
NORTHING
174978.784
175015.713
EASTING
1298834.626
1299000.898
POB
PI
PI
PI
PC
PT
PC
PT
PI
POE 29+94.88 178653.256 1298240.677
POE 15+61.28 178024.582 1300217.368
POB
POE 29+66.03 178070.980 1298251.890
POB
PI
POE 16+64.62 175885.120 1299145.924
POB
POB
PC
POE 39+75.02 175888.496 1298481.311
POB
PC
PT
PC
PT
POE 15+04.04 175421.842 1299299.135
POB
PC
PT
PC
PT
PC
PT
POE 18+28.85 174978.784 1298834.626
POB
POE 25+27.43 175536.668 1300246.306
POB
PC
PT
PC
PT
PC
PCPT
PC
ALIGNMENT TABLE - MOR-LINE
DESCRIPTION
L186
STATION
10+00.00
LENGTH
555.65'
BEARING
S1°19'22"W
RADIUS DELTA TANGENT NORTHING
178589.256
EASTING
1299840.237
POE 15+55.65 178033.750 1299827.410
POB
PC
PCPT
PCPC
PI
PC
POE 54+17.10 171188.566 1300585.250
1298251.889
PT
224.27'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.0APLOTTED: Nov 05, 2021-11:28:31am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE VOLUME 2 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY
OF KENT.
3.SEE VOLUME 3 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY
OF AUBURN.
RENTON SEGMENT
ROW & SURVEY CONTROL
ALIGNMENT TABLES
1C1.0A
8
A. VILLAR
C. WILCOX
S. FORMAN
GENERAL NOTES:
224.27'
ALIGNMENT TABLE - CAR-LINE
DESCRIPTION
L79
C34
L80
C35
L81
C36
L82
C33
L83
C30
L84
STATION
10+00.00
11+50.12
15+46.80
18+30.16
21+72.71
23+14.91
24+90.19
29+64.93
34+72.26
37+26.04
52+26.16
LENGTH
150.12'
396.68'
283.36'
342.56'
142.20'
175.28'
474.74'
507.34'
253.78'
1500.11'
183.68'
BEARING
S89°03'33"E
N71°06'25"E
N51°16'23"E
N68°24'03"E
N85°31'42"E
N89°03'21"E
S87°26'18"E
N67°11'42"E
N41°49'41"E
N64°19'42"E
N86°49'42"E
RADIUS
572.96'
572.96'
1,432.40'
572.96'
1,910.00'
DELTA
39°40'04"
34°15'20"
7°00'40"
50°44'00"
45°00'00"
TANGENT
206.66'
176.57'
87.75'
271.65'
791.15'
NORTHING
163968.361
163965.896
164091.792
164269.063
164393.292
164404.379
164407.266
164386.048
164576.328
164765.433
165398.730
EASTING
1299051.971
1299202.070
1299569.927
1299790.984
1300104.764
1300246.529
1300421.673
1300895.939
1301348.485
1301517.732
1302835.286
ALIGNMENT TABLE - 108TH-LINE
DESCRIPTION
L210
L211
L212
L160
L213
L161
L214
L162
L215
L163
L164
L165
L216
L217
L166
L218
L167
L219
L168
L220
L169
L221
L170
L222
L171
C83
C59
L172
STATION
0+00.00
27+57.10
54+84.92
54+84.92
67+77.43
67+77.43
80+87.90
80+87.90
84+34.68
84+34.68
94+10.35
107+32.62
107+32.62
120+47.78
120+47.78
122+17.95
122+17.95
128+83.97
128+83.97
133+62.75
133+62.75
135+12.76
135+12.76
147+86.48
147+86.48
151+11.55
151+11.55
160+21.88
LENGTH
2757.10'
2727.81'
1292.52'
1292.52'
1310.47'
1310.47'
346.78'
346.78'
975.67'
975.67'
1322.27'
1315.16'
1315.16'
170.17'
170.17'
666.02'
666.02'
478.78'
478.78'
150.01'
150.01'
1273.73'
1273.73'
325.07'
325.07'
910.33'
910.33'
1.46'
BEARING
S1°26'09"W
S1°26'19"W
S0°54'58"W
S0°54'58"W
S0°55'03"W
S0°55'03"W
S0°55'04"W
S0°55'04"W
S0°55'05"W
S0°55'05"W
S0°55'01"W
S1°12'03"W
S1°12'03"W
S1°12'00"W
S1°12'00"W
S1°11'46"W
S1°11'46"W
S1°11'48"W
S1°11'48"W
S1°13'02"W
S1°13'02"W
S1°12'01"W
S1°12'01"W
S1°13'00"W
S1°13'00"W
S28°39'35"W
S28°39'35"W
S56°09'04"W
RADIUS
950.15'
950.15'
DELTA
54°53'41"
54°53'41"
TANGENT
493.51'
493.51'
NORTHING
165408.893
162652.657
159925.702
159925.702
158633.350
158633.350
157323.051
157323.051
156976.317
156976.317
156000.775
154678.670
154678.670
153363.798
153363.798
153193.668
153193.668
152527.795
152527.795
152049.115
152049.115
151899.142
151899.142
150625.696
150625.696
150300.701
150300.701
149532.106
EASTING
1303018.687
1302949.600
1302881.111
1302881.111
1302860.444
1302860.444
1302839.462
1302839.462
1302833.907
1302833.907
1302818.273
1302797.113
1302797.113
1302769.552
1302769.552
1302765.988
1302765.988
1302752.086
1302752.086
1302742.087
1302742.087
1302738.900
1302738.900
1302712.217
1302712.217
1302705.315
1302705.315
1302285.224
ALIGNMENT TABLE - TAL-21-LINE
DESCRIPTION
L198
C73
L199
L200
L201
C74
L202
C75
L203
C76
L204
C77
L205
C78
L206
C79
L207
C80
L208
C81
L209
C82
STATION
10+00.00
15+70.74
21+36.41
22+85.95
25+43.68
27+40.02
31+52.32
35+21.07
37+63.71
37+92.78
41+41.11
44+01.13
47+38.31
52+75.17
54+26.40
57+82.07
59+80.36
67+12.23
69+99.26
81+69.87
85+17.63
91+35.34
LENGTH
570.74'
565.67'
149.54'
257.73'
196.34'
412.30'
368.75'
242.64'
29.07'
348.33'
260.02'
337.18'
536.86'
151.24'
355.67'
198.29'
731.87'
287.03'
1170.60'
347.76'
617.72'
185.67'
BEARING
N87°53'48"W
S59°41'34"W
S26°30'53"W
S27°11'07"W
S27°00'57"W
S14°38'51"W
S2°16'46"W
S2°35'32"E
S7°29'39"E
S3°57'37"E
S0°26'23"E
S3°50'21"E
S7°10'05"E
S16°27'19"E
S25°42'09"E
S14°40'20"E
S3°38'31"E
S2°05'55"W
S7°50'21"W
S14°40'27"W
S21°30'33"W
S14°51'38"W
RADIUS
500.00'
955.00'
1,427.34'
2,829.22'
2,865.00'
468.00'
515.00'
1,432.39'
1,457.58'
800.00'
DELTA
64°49'15"
24°44'11"
9°44'24"
7°03'15"
6°44'35"
18°30'55"
22°03'38"
11°28'53"
13°40'12"
13°17'51"
TANGENT
317.44'
209.41'
121.61'
174.39'
168.79'
76.28'
100.39'
144.00'
174.71'
93.25'
NORTHING
171188.566
171209.513
170939.038
170805.229
170575.966
170401.053
170005.241
169636.779
169394.678
169365.859
169018.581
168758.573
168422.343
167889.677
167745.266
167424.787
167234.146
166503.758
166217.398
165057.733
164722.114
164147.417
EASTING
1300585.250
1300014.895
1299552.166
1299485.408
1299367.657
1299278.474
1299175.022
1299160.356
1299171.316
1299175.107
1299199.149
1299201.145
1299223.708
1299290.698
1299333.352
1299487.606
1299537.522
1299584.012
1299573.519
1299413.855
1299325.968
1299099.482
POB
PC
PT
PI
PC
PT
POE 93+21.01 163968.361 1299051.971
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
POE 54+09.84 165408.893 1303018.687
POB POB
PI
PI
PI
PI
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
NOTE: REFER TO VOLUME 2, SHEET 2C1.00, KENT ALIGNMENT TABLE, FOR CONTINUATION.
168.78'
76.24'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.0BPLOTTED: Nov 05, 2021-11:28:40am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE VOLUME 2 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY
OF KENT.
3.SEE VOLUME 3 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY
OF AUBURN.
RENTON SEGMENT
ROW & SURVEY CONTROL
ALIGNMENT TABLES
1C1.0B
9
A. VILLAR
C. WILCOX
S. FORMAN
GENERAL NOTES:
168.78'
76.24'
10+0011+0010+00
11+00 12+00 13+00 14+00
LOG 10+00.00=
N: 178585.672
E: 1300232.165
2ND 10+00.00
S89°56'12"W130.03'S01°30'38"W
561.28'
31.3'28.7'30'30'GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.01PLOTTED: Nov 05, 2021-11:30:15am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
2ND 11+00 TO LOG 14+50
1C1.01
10
A. VILLAR
C. WILCOX
S. FORMAN
569600-00301
CITY OF RENTON
233 BURNETT AVE S
S&S BROADWAY INC
205 LOGAN AVE S
569600-00702
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
60'114
30'30'30'
11+0012+0013+0014+0015+0016+00
PI STA: 11+30.03
N: 178585.528
E: 1300102.133
10+00
11+0012+00N89°11'04"W
261.92'N89°11'04"W
315.94'S01°19'22"W555.65'2ND 13+91.96=
N: 178589.169
E: 1299840.235
MOR 10+00.09
N89°56'12"E
130.03'
MOR 10+60.36, 40.00' RT
MOR 10+69.87, 30.00' RT
MOR 10+64.91, 39.86' RT
MOR 10+64.87, 37.55' RT
MOR 10+69.87, 37.50' RT
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.02PLOTTED: Nov 05, 2021-11:31:53am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 2ND ST
(2ND-LINE)MORRIS AVE S(MOR-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
2ND 11+00 TO 2ND 16+00
1C1.02
11
A. VILLAR
C. WILCOX
S. FORMAN
S&S BROADWAY INC
513 S 2ND ST
HADI AND PAVANEH
FAKHARZADEH M
511 S 2ND ST
SOUTH 2ND STREET LLC
505 S 2ND ST
COMPASS RENTON
421 S 2ND ST
172610-00006 784180-00055
784180-00153 784180-00254
569600-00301
S&S BROADWAY INC
205 LOGAN AVE S
NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.03.172610-00006
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
6 COMPASS RENTON 1C1.02 1726100000 421 S 2ND ST 29,618 0 0 83 0 83 29,618
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
115
60'30'2ND 19+68.48, 29.62' RT
2ND 19+68.53, 33.56' RT
2ND 19+66.46, 35.30' RT
2ND 20+01.56, 33.15' RT
2ND 20+01.49, 28.36' RT
2ND 19+88.36, 100.23' LT
2ND 19+89.08, 81.47' LT
2ND 19+85.52, 76.69' LT
2ND 20+46.76, 104.59' LT
2ND 20+50.80, 62.96' LT
2ND 20+57.99, 62.49' LT
2ND 20+56.85, 39.16' LT
2ND 19+66.42, 29.67' RT
2ND 20+03.55, 28.28' RT
2ND 20+03.65, 33.66' RT
L=166.32
Δ=009° 31' 47"
R=1000.00
16+0017+0018+0019+0020+00
21+00
PI STA: 17+07.89
N: 178593.754
E: 1299524.331
PC STA: 19+40.49
N: 178597.064
E: 1299291.758
PI STA: 20+23.84
N: 178598.251
E: 1299208.412
N89°11'04"W
315.94'
N89°11'04"W
232.60'
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.03PLOTTED: Nov 05, 2021-11:33:32am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 2ND ST
(2ND-LINE)WHITWORTH AVE SSHATTUCKAVE SRENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
2ND 16+00 TO 2ND 21+00
1C1.03
12
A. VILLAR
C. WILCOX
S. FORMAN
HOLT INTERNATIONAL
305 S 2ND ST COMPASS RENTON
421 S 2ND ST
172610-00006
784180-00857
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
49 SEATTLE CITY OF
SPU-WTR 1C1.03 0007200188 SHATTUCK AVE S 32,950 0 0 2,328 0 2,328 32,950
50 RENTON CITY OF 1C1.03 0007200141 VACANT, S 2ND ST 98057 10,170 0 0 1,537 0 1,537 10,170
51 RENTON SCHOOL
DISTRICT NO. 403 1C1.03 0007200060 400 2ND AVE 1,011,898 142 0 59 0 59 1,011,756
SEATTLE CITY OF SPU-WTR
SHATTUCK AVE S 98057
000720-018849
RENTON CITY OF
S 2ND ST 98057
000720-014150
RENTON SCHOOL DISTRICT NO. 403
400 2ND AVE
000720-006051
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
2ND 20+50.80, 62.96' LT
2ND 20+57.99, 62.49' LT
21+00
22+00
23+0024+0025+0026+00
PI STA: 25+82.37
N: 178649.932
E: 1298653.172
PC STA: 21+83.06
N: 178626.912
E: 1299051.408
PT STA: 23+34.62
N: 178642.748
E: 1298900.826
PT STA: 21+06.81
N: 178613.220
E: 1299126.414
N79°39'17"W
76.25'
L=151.56
Δ=008° 41' 01"
R=1000.00
N88°20'18"W
247.76'
PI STA: 22+58.98
N: 178640.546
E: 1298976.718
29.6'48.4'GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.04PLOTTED: Nov 05, 2021-11:35:08am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 2ND ST
(2ND-LINE)LAKE AVE SRENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
2ND 21+00 TO 2ND 26+00
1C1.04
13
A. VILLAR
C. WILCOX
S. FORMAN
NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.03.784180-008549
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
116
10+00
11+0029+95
26+0027+0028+0029+00
2ND 29+94.88=
N: 178653.256
E: 1298240.677
RAI 10+00.00
N89°32'18"W
412.51'S03°57'38"W292.73'26.8'34.9'36.6'44.5'
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.05PLOTTED: Nov 05, 2021-11:36:44am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'RAINIER AVE SS 2ND ST
(2ND-LINE)(RAI-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
2ND 26+00 TO RAI 11+00
1C1.05
14
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
30'30'
15+6113+0014+0015+0010+0011+0012+0013+0014+00
3RD 10+00.00=
N: 178024.582
E: 1300217.368
LOG 15+61.2813+0014+0015+0015+56
MOR 15+55.65=
N: 178033.750
E: 1299827.410
3RD 13+90.07 S01°30'38"W561.28'29.8'30'N88°39'12"W
1022.13'S01°19'22"W555.65'GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.06PLOTTED: Nov 05, 2021-11:38:22am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'LOGAN AVE SS 3RD STMORRIS AVE S(3RD-LINE)(LOG-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
LOG 14+50 TO 3RD 14+50
1C1.06
15
A. VILLAR
C. WILCOX
S. FORMAN
(MOR-LINE)123456-12341
PROJECT PARCEL NO.
PARCEL NO.
15+0016+0017+0018+0019+00 N88°39'12"W
1022.13'29.6'30'GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.07PLOTTED: Nov 05, 2021-11:40:01am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 3RD ST
WHITWORTH AVE S(3RD-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
3RD 14+50 TO 3RD 19+50
1C1.07
16
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
20+0021+0022+0023+0024+00
PI STA: 20+22.13
N: 178048.605
E: 1299195.521
N88°39'12"W
1022.13'
N88°38'30"W
943.90'30'30'GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
SHATTUCK AVE SC:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.08PLOTTED: Nov 05, 2021-11:41:38am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 3RD ST
(3RD-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
3RD 19+50 TO 3RD 24+50
1C1.08
17
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
25+0026+0027+0028+00 N88°38'30"W
943.90'30'31.5'GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.09PLOTTED: Nov 05, 2021-11:43:16am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 3RD ST
(3RD-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
3RD 24+50 TO 3RD 28+50
1C1.09
18
A. VILLAR
C. WILCOX
S. FORMAN
SAFEWAY INC STORE 1563
112 S 3RD ST
000720-019910
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
11+00 12+00 13+00
14+00
15+00
PI STA: 14+40.96
N: 178213.328
E: 1298210.538
PC STA: 12+92.73
N: 178361.229
E: 1298220.458S03°57'38"W
292.73'
L=293.44
Δ=020° 02' 08"
R=839.15
117
44.5'36.6'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.10PLOTTED: Nov 05, 2021-11:45:32am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
RAINIER AVE S
(RAI-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
RAI 11+00 TO RAI 15+00
1C1.10
19
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
15+00
16+00 17+00 18+00 19+00 20+0029+0029+66RAI PT 15+86.17=
N: 178070.980
E: 1298251.889
3RD 29+66.03
118
S19°56'35"E
1558.70'60.6'56.7'N88°38'30"W943.90'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.11PLOTTED: Nov 05, 2021-11:47:02am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
RAINIER AVE SS 3RD ST(RAI-LINE)(3RD-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
RAI 15+00 TO RAI 20+00
1C1.11
20
A. VILLAR
C. WILCOX
S. FORMAN
SW SUNSET BLVD123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
20+00 21+00 22+00 23+00 24+00 25+00S19°56'35"E
1558.70'
119 56.4'45.3'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.12PLOTTED: Nov 05, 2021-11:48:29am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
RAINIER AVE SS 3RD PL(RAI-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
RAI 20+00 TO RAI 25+00
1C1.12
21
A. VILLAR
C. WILCOX
S. FORMAN
CHWV RENTON LLC
440 RAINIER AVE S
KROEGER CO
405 RAINIER AVE S
182305-911812
000720-020911
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
25+00 26+00 27+00 28+00 29+00 30+00
120
S19°56'35"E
1558.70'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.13PLOTTED: Nov 05, 2021-11:50:00am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
RAINIER AVE SS 4TH PL(RAI-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
RAI 25+00 TO RAI 30+00
1C1.13
22
A. VILLAR
C. WILCOX
S. FORMAN
CHWV RENTON LLC
440 RAINIER AVE S
182305-911812
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
30+00
31+00
32+00 33+00
34+
0
0
PI STA: 34+28.91
N: 176338.759
E: 1298880.495
PC STA: 31+44.86
N: 176605.753
E: 1298783.539
L=512.48
Δ=061° 30' 11"
R=477.42
121
S19°56'35
"
E
1558.70'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.14PLOTTED: Nov 05, 2021-11:51:31am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
RAINIER AVE
S
(RAI-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
RAI 30+00 TO RAI 34+50
1C1.14
23
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
35+00
36+00
37+00 38+00
PT STA: 36+57.34
N: 176126.163
E: 1298692.108
L=512.48
Δ=061° 30' 11"
R=477.42
122
S41°34'17"W
317.68'62.1'29.9'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.15PLOTTED: Nov 05, 2021-11:53:07am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
RAINIER AVE S
(RAI-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
RAI 34+50 TO RAI 38+50
1C1.15
24
A. VILLAR
C. WILCOX
S. FORMAN
ERNST TRUST WASHINGTON LLC
610 RAINIER AVE S
182305-925814
TOYOTA OF RENTON
650 RAINIER AVE S
182305-913313
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE39+75 38+0039+0010+00
11+00 12+00 13+00
7TH 10+00.00=
N: 175888.496
E: 1298481.311
RAI 39+75.02
S89°42'32"E
664.62'
6
2
.
1
'
2
9
.
9
'S41°34'17"W
317.68'30.3'27.1'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.16PLOTTED: Nov 05, 2021-11:54:41am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 7TH STRAINIER AVE S(7TH-LINE)(RAI-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
RAI 38+50 TO 7TH 13+50
1C1.16
25
A. VILLAR
C. WILCOX
S. FORMAN
TOYOTA OF RENTON
650 RAINIER AVE S
RENTON PROP HOLDING LLC
201 S 7TH ST
182305-913313
192305-903115
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
10+00
11+0016+6514+00 15+00 16+00
PC STA: 10+74.78
N: 175810.353
E: 1299144.517
7TH 16+64.62=
N: 175885.120
E: 1299145.924
SHA 10+00.00
S01°04'43"W74.78'30.5'27.1'S89°42'32"E
664.62'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.17PLOTTED: Nov 05, 2021-11:56:15am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 7TH ST
SHATTUCK AVE S(7TH-LINE)(SHA-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
7TH 13+50 TO SHA 11+00
1C1.17
26
A. VILLAR
C. WILCOX
S. FORMAN
TOYOTA OF RENTON
650 RAINIER AVE S
RENTON PROP HOLDING LLC
201 S 7TH ST
182305-913313
192305-903115
KING COUNTY-TRANSIT
301 S 7TH ST
192305-903216
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
15+04
11+00
12+0
0
13+00
14+00
15+00
10+0011+00PI STA: 11+39.37
N: 175746.245
E: 1299152.402
PI STA: 13+79.28
N: 175555.036
E: 1299303.375
PC STA: 12+67.49
N: 175645.069
E: 1299237.107
PT STA: 12+00.09
N: 175697.701
E: 1299195.010
PT STA: 14+82.55
N: 175443.330
E: 1299299.021
SHA 15+04.04=
N: 175421.842
E: 1299299.135
LAK 10+00.00
S38°3
9'
1
4
"
E
67.40'
S00°18'19"E
21.49'
L =1 2 5 .3 1Δ=0 3 4 °15 '4 5 "
R =2 0 9 .5 5
L =215.0 7
Δ =0 3 8 °3 5 '13"
R =319.3 4
S89°57'39"W332.73'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.18PLOTTED: Nov 05, 2021-11:57:46am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
SHAT
T
U
C
K
A
V
E
S
LAKE AVE S(SHA-LI
N
E)(LAK-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
SHA 11+00 TO LAK 11+00
1C1.18
27
A. VILLAR
C. WILCOX
S. FORMAN
KING COUNTY-TRANSIT
301 S 7TH ST
192305-903216
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
14+0
0 15+0016+0017+00
PI STA: 13+79.31
N: 175421.584
E: 1298919.821
PI STA: 16+25.85
N: 175157.014
E: 1298918.268
PC STA: 13+32.73
N: 175421.615
E: 1298966.401
PC STA: 16+06.10
N: 175176.763
E: 1298918.282
PC STA: 17+11.31
N: 175087.546
E: 1298867.352
PT STA: 14+07.73
N: 175375.118
E: 1298916.557
PT STA: 16+44.74
N: 175139.777
E: 1298908.630
S8
9
°
5
7
'
3
9
"W
3
3
2
.
7
3
'
S00°29'53"
E
198.36'S38°19'08"W
66.57'
L=75.00
Δ=085°56'3 7 "
R=50.00
L=38.64
Δ=029° 10' 13"
R=75.90
N
7
7
°
2
8
'
4
1
"
E
126S8
9
°
5
7
'
3
9
"W
3
3
2
.
7
3
'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.19PLOTTED: Nov 05, 2021-11:59:15am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
L
A
K
E
A
V
E
S
LAKE AVE S(
LAK
-
L
INE
)(LAK-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
LAK 11+00 TO LAK 16+50
1C1.19
28
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE50'50'GRA 14+41.96, 50.00' RT
126
GRA 14+42.00, 56.67' RT
L=1357.10
Δ=020° 21' 18"
R=3820.00
18+29 17+00
18+0010+00
11+00 12+00 13+00
14+00
PI STA: 17+51.76
N: 175058.581
E: 1298839.110
PC STA: 17+11.31
N: 175087.546
E: 1298867.352
PT STA: 16+44.74
N: 175139.777
E: 1298908.630
PT STA: 17+89.25
N: 175018.381
E: 1298834.588
PC STA: 11+70.32
N: 175015.713
E: 1299000.898
GRA 10+00.00=
N: 174978.784
E: 1298834.626
LAK 18+28.85
S38°1
9'08"
W
66.57'S00°03'18"E
39.60'
L=77.94
Δ=037° 51' 29"
R=117.96
N77°28'41"E
170.32'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.20PLOTTED: Nov 05, 2021-12:01:42pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
LAK 16+50 TO GRA 14+00
1C1.20
29
A. VILLAR
C. WILCOX
S. FORMAN
RVA CENTER LLC
601 S GRADY WAY
192305-904319
NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.21.192305-904319
KING COUNTY-TRANSIT
301 S 7TH ST
192305-903216
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE50'50'13.5'GRA 15+68.19, 85.69' LT
GRA 15+83.84, 87.24' LT
GRA 16+09.38, 61.50' LT
GRA 15+94.03, 50.00' LT
GRA 17+81.96, 61.55' LT
GRA 17+81.95, 68.99' LT
GRA 18+32.61, 68.99' LT
GRA 18+32.61, 61.53' LT
GRA 16+42.04, 53.00' LT 8.9'GRA 14+41.96, 50.00' RT
GRA 14+69.21, 50.00' RT
GRA 14+69.43, 63.98' RT
GRA 14+80.83, 63.81' RT
GRA 14+81.31, 101.81' RT
GRA 15+09.56, 101.54' RT
GRA 15+09.35, 63.54' RT GRA 15+46.84, 63.51' RT
GRA 15+46.72, 92.51' RT
GRA 15+74.05, 92.73' RT
GRA 15+74.38, 63.73' RT
GRA 15+86.56, 50.00' RT
GRA 15+86.36, 63.89' RT
GRA 16+21.21, 50.00' RT 16.1'13'GRA 19+51.41, 61.53' LT
GRA 19+51.39, 68.99' LT
127
GRA 15+68.24, 87.69' LT
R=25.00'
GRA 14+69.32, 56.77' RT
GRA 15+86.46, 57.31' RT
GRA 16+42.05, 50.00' LT
L=1357.10
Δ=020° 21' 18"
R=3820.00
GRA 16+21.25, 56.96' RT
GRA 14+42.00, 56.67' RT
14+00 15+00 16+00
17+00
18+00
19+00
PI STA: 18+56.10
N: 175164.400
E: 1299670.364
C:\pw_workdir\den003\ch2mhill_av059753\d0601389\1 C1.20.dwg | Layout: 1C1.21PLOTTED: Nov 16, 2021-04:41:46pm By AV059753XREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAYSHATTUCK AVE S(GRA-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
GRA 14+00 TO GRA 19+00
1C1.21
30
A. VILLAR
C. WILCOX
S. FORMAN
RVA CENTER LLC
601 S GRADY WAY
192305-904319
CAR PROS RENTON CJDR
700 S GRADY WAY
192305-909617
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
17 RENTON PROPERTY
HOLDING, LLC 1C1.21 1923059096 700 S GRADY WAY 92,347 7,172 0 7,120 0 7,120 85,175
19 RVA CENTER LLC 1C1.21 1923059043 601 S GRADY WAY 426,966 1,621 0 2,350 0 2,350 425,345
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE50'40'GRA 18+32.61, 61.53' LT
GRA 19+51.41, 61.53' LT
GRA 19+51.39, 68.99' LT
GRA 20+07.17, 68.99' LT
GRA 20+07.14, 61.55' LT
16.1'13'9.6'GRA 21+99.10, 61.51' LT
GRA 22+16.34, 65.00' LT
12.1'13'7.4'GRA 22+83.89, 64.99' LT
GRA 22+83.89, 60.48' LT
GRA 22+47.92, 50.00' RT
GRA 22+47.94, 76.00' RT
GRA 22+57.73, 50.00' RT
GRA 22+97.29, 63.99' RT
GRA 23+70.99, 64.01' RT
GRA 23+79.14, 66.50' RT
GRA 23+67.06, 74.95' RT11.1'13.8'R=89.00'
L=1357.10
Δ=020° 21' 18"
R=3820.00
GRA 24+16.47, 58.59' LT
19+00
20+00 21+00 22+00 23+00
24+00
S
G
R
A
D
YC:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.22PLOTTED: Nov 05, 2021-12:04:48pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAY
(GRA-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
GRA 19+00 TO GRA 24+00
1C1.22
31
A. VILLAR
C. WILCOX
S. FORMAN
SOYAM INVESTMENTS LLC
710 S GRADY WAY
192305-907018CAR PROS RENTON CJDR
700 S GRADY WAY
192305-909617
NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.21.
2.FOR PARCEL NUMBER SEE SHEET 1C1.23.
192305-909617
CRE-WPL TRITON OWNER III LLC
707 S GRADY WAY
192305-902320
192305-902320
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
18 SOYAM INVESTMENTS LLC 1C1.22 1923059070 710 S GRADY WAY 41,000 3,312 0 2,394 0 2,394 37,688
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE9.5'2.5'40'50'50'50'GRA 24+77.53, 77.94' LT
GRA 24+70.41, 77.83' LT
GRA 24+52.24, 53.00' LT
GRA 24+41.50, 62.75' LT
TAL-B 11+71.26, 50.00' RT
TAL-B 11+85.02, 80.01' RT
TAL-B 11+25.47, 79.98' RT
TAL-B 11+53.00, 65.05' RT
TAL-B 10+46.50, 78.23' LT
TAL-B 10+55.95, 64.00' LT
TAL-B 10+69.14, 52.50' LT
TAL-B 12+43.82, 64.14' LT
TAL-B 13+36.66, 52.50' LT
TAL-B 13+55.88, 64.65' LT
TAL-B 13+46.92, 62.24' LT
TAL-B 13+48.26, 91.55' LT
R=24.50'12813'
R=89.00'
GRA 24+77.29, 95.78' LT
GRA 24+63.44, 95.58' LT TAL-B 11+71.25, 58.02' RT
TAL-B 12+30.53, 52.50' LT
R=752.50'
TAL-B 10+42.23, 78.09' LT
R=717.36'
R=640.00'
TAL-B 12+30.53, 60.00' RT
TAL-B 11+85.03, 60.00' RT
R=640.00'
GRA 24+24.52, 62.58' LT
GRA 24+16.47, 58.59' LT
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00
GRA 25+27.43=
N: 175536.668
E: 1300246.306
TAL-B 10+00.00
PC STA: 12+30.53
N: 175343.181
E: 1300371.634
S32°55'57"E
230.53'
L=434.89
Δ=035° 35' 47"
R=700.00
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.23PLOTTED: Nov 05, 2021-12:06:23pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S GRADY WAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
GRA 24+00 TO TAL-B 14+00
1C1.23
32
A. VILLAR
C. WILCOX
S. FORMAN
CRE-WPL TRITON OWNER III LLC
707 S GRADY WAY
192305-902320
SAMS REAL ESTATE BUSINESS TRUST
901 S GRADY WAY
915460-001022A
SOYAM INVESTMENTS LLC710 S GRADY WAY192305-907018NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.22.192305-907018
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
20 CRE-WPL TRITON OWNER
III LLC 1C1.23 1923059023 707 S GRADY WAY 325,750 5,808 0 10,091 0 10,091 319,942
22A SAMS REAL ESTATE
BUSINESS TRUST 1C1.23 9154600010 901 S GRADY WAY 630,524 1,851 0 7,707 0 7,707 628,673
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
TAL-B 14+21.90, 91.79' LT
TAL-B 14+23.44, 61.58' LT
TAL-B 14+14.04, 65.81' LT
TAL-B 14+34.27, 51.50' LT
TAL-B 14+34.27, 50.00' LT
R=24.50'
TAL-B 16+85.74, 61.23' LT
TAL-B 16+94.62, 98.37' LT
TAL-B 17+23.14, 105.73' LT
TAL-B 17+23.14, 50.00' LT
TAL-B 15+23.48, 60.00' RT
TAL-B 15+20.75, 74.65' RT
TAL-B 15+87.79, 81.88' RT
TAL-B 15+89.28, 64.59' RT
TAL-B 16+07.23, 50.00' RT
TAL-B 15+85.11, 61.85' RT
TAL-B 16+07.49, 57.20' RT
TAL-B 15+75.52, 61.07' RT
TAL-B 15+75.47, 50.00' RT
TAL-B 18+28.63, 62.50' RT
129
R=640.00'
R=640.00'
TAL-B 16+25.02, 57.20' RT
TAL-B 16+24.88, 61.20' RT
S02°39'50"W
601.45'
L=434.89
Δ=035° 35' 47"
R=700.00 60.5'50'R=761.50'
14+00
15+00
16+00
17+00
18+00
PT STA: 16+65.42
N: 174930.092
E: 1300483.358
PI STA: 14+54.80
N: 175155.188
E: 1300493.828
L=434.89
Δ=035° 35' 47"
R=700.00
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.24PLOTTED: Nov 05, 2021-12:07:54pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-B-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-B 14+00 TO TAL-B 18+50
1C1.24
33
A. VILLAR
C. WILCOX
S. FORMAN
PUGET SOUND ENERGY/ELEC
TALBOT RD S
192305-909421
CRE-WPL TRITON OWNER III LLC
707 S GRADY WAY
192305-902320
NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.23.
2.FOR PARCEL NUMBER SEE SHEET 1C1.23.
192305-902320
SAMS REAL ESTATE BUSINESS TRUST
901 S GRADY WAY
202305-900722B
915460-001022A
SAMS REAL ESTATE BUSINESS TRUST
901 S GRADY WAY
915460-001022A
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
21 PUGET SOUND
ENERGY/ELEC 1C1.24 1923059094 TALBOT RD S 37,189 0 0 1,739 0 1,739 37,189
22B SAMS REAL ESTATE
BUSINESS TRUST 1C1.24 2023059007 901 S GRADY WAY 630,524 0 0 2,951 0 2,951 630,524
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE60.5'50'S02°38'56"W
595.04'
TAL-B 20+48.76, 70.70' RT
TAL-B 20+48.33, 60.42' RT
TAL-B 21+31.96, 71.08' RT
19+00 20+00 21+00 22+00 23+00
PI STA: 22+66.87
N: 174329.289
E: 1300455.404
S02°39'50"W
601.45'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.25PLOTTED: Nov 05, 2021-12:09:25pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-B-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-B 18+50 TO TAL-B 23+50
1C1.25
34
A. VILLAR
C. WILCOX
S. FORMAN
192305-900151
CRE-WPL TRITON OWNER III LLC
700 S RENTON VILLAGE PL 98055
S RENTON VILLAGE PLI-405 SB OFF-RAMP123456-12341
PROJECT PARCEL NO.
PARCEL NO.
RIGHT-OF-WAY TABLE
PROJECT PARCEL
NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT
EASEMENT (SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION EASEMENT
(SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
51 CRE-WPL TRITON OWNER II LLC 1C1.25 1923059001 700 S RENTON VILLAGE PL 272,021 0 0 769 0 769 272,021
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
130
24+00 25+00 26+00 27+00 28+00S02°38'56"W
595.04'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.26PLOTTED: Nov 05, 2021-12:10:54pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S (SR515)
I-4
0
5
N
B
O
F
F
-
R
A
M
P
(TAL-B-LINE)
I
-405
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-B 23+50 TO TAL-B 28+50
1C1.26
35
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
29+00
30+00 31+00 32+00
33+00
PC STA: 28+61.91
N: 173734.885
E: 1300427.904
PI STA: 31+03.43
N: 173493.624
E: 1300416.712
L=482.00
Δ=009° 12' 20"
R=3000.00
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.27PLOTTED: Nov 05, 2021-12:12:23pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S (SR515)
(TAL-B-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-B 28+50 TO TAL-B 33+00
1C1.27
36
A. VILLAR
C. WILCOX
S. FORMAN
LY DAN C
VACANT NO SITE ADDRESS
722200-025023
PUGET SOUND ENERGY/GAS
S. PUGET DR. & BENSON DR S.
722200-001024
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
131
33+00 34+00 35+00 36+00 37+00 38+00
PT STA: 33+43.92
N: 173253.680
E: 1300444.260
S06°31'53"E
989.96'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.28PLOTTED: Nov 05, 2021-12:13:54pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S PUGET DRS 15TH ST(TAL-B-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-B 33+00 TO TAL-B 38+00
1C1.28
37
A. VILLAR
C. WILCOX
S. FORMAN
LY DAN C
VACANT NO SITE ADDRESS
722200-025023
PUGET SOUND ENERGY/GAS
S. PUGET DR. & BENSON DR S.
722200-001024
BENSON DR S (SR 515)
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
132
S06°31'53"E
989.96'
38+00 39+00 40+00 41+00 42+00 43+00
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.29PLOTTED: Nov 05, 2021-12:15:27pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
BENSON DR S (SR 515)
(TAL-B-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-B 38+00 TO TAL-B 43+00
1C1.29
38
A. VILLAR
C. WILCOX
S. FORMAN
PUGET SOUND ENERGY/GAS
S. PUGET DR. & BENSON DR S.
722200-001024
S 16TH ST123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
43+00 44+00 45+00
46+00
47+00
48+00
PC STA: 43+33.88
N: 172270.145
E: 1300556.864 PI STA: 47+86.13
N: 171820.835
E: 1300608.305
L=902.78
Δ=008° 37' 15"
R=6000.00
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.30PLOTTED: Nov 05, 2021-12:17:52pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
BENSON DR S (SR 515)
(TAL-B-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-B 43+00 TO TAL-B 48+00
1C1.30
39
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
133
48+00
49+00 50+00 51+00 52+00 53+00
PT STA: 52+36.66
N: 171368.890
E: 1300591.815
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.31PLOTTED: Nov 05, 2021-12:19:25pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
BENSON DR S (SR 515)
(TAL-B-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-B 48+00 TO TAL-B 53+00
1C1.31
40
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
134 40'40'53+0054+0010+00 11+00 12+00 13+00
PC STA: 54+06.47
N: 171199.193
E: 1300585.623
PI STA: 54+11.79
N: 171193.880
E: 1300585.430
S02°05'23"W169.81'L=10.63
Δ=000° 09' 08"
R=4000.00
N87°53'48"W
570.74'
TAL-B 54+17.10=
N: 171188.566
E: 1300585.250
TAL-21 10+00.00
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.32PLOTTED: Nov 05, 2021-12:20:57pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 21ST ST
BENSON DR S (SR 515)(TAL-B-LINE)(TAL-21-LINE)BURNETT PL SRENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-B 53+00 TO TO TAL-21 13+00
1C1.32
41
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
N87°53'48"W
570.74'40'40'13+00
14+00
15+00
16+00
17+00
PC STA: 15+70.74
N: 171209.513
E: 1300014.895
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.33PLOTTED: Nov 05, 2021-12:22:29pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 21ST ST SMITHERS AVE STALBOT RD
S(TAL-21-LINE)
(TAL-21-LIN
E
)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 13+00 TO TAL-21 17+50
1C1.33
42
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
135
S26°30'
5
3
"
W
149.54'
S26°30'
5
3
"
W
149.54'
18+
0
0
19+00
20+00
21+00
22+00
PT STA: 21+36.41
N: 170939.038
E: 1299552.166
PI STA: 18+88.18
N: 171221.163
E: 1299697.672
L=565.67, R=500.00
D=064°49'15"C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.34PLOTTED: Nov 05, 2021-12:24:04pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
TALBOT RD S(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 17+50 TO TAL-21 22+00
1C1.34
43
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE30'30'136
TAL-21 25+70.62, 30.00' RT
TAL-21 25+76.67, 42.32' RT
TAL-21 25+65.86, 43.41' RT
TAL-21 25+47.71, 58.18' LT
TAL-21 25+67.72, 39.00' LT
TAL-21 26+17.74, 39.00' LT
TAL-21 26+17.73, 30.00' LT
TAL-21 25+71.78, 30.00' LT
TAL-21 25+57.42, 39.12' LT
S26°30'53"W
149.54'
22+00 23+00 24+00 25+00 26+00 27+00
PI STA: 22+85.95
N: 170805.229
E: 1299485.408
PI STA: 25+43.68
N: 170575.966
E: 1299367.657
S27°11'07"W
257.73'
S27°00'57"W
196.34'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.35PLOTTED: Nov 05, 2021-12:25:36pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S S 23RD
ST
(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 22+00 TO TAL-21 27+00
1C1.35
44
A. VILLAR
C. WILCOX
S. FORMAN
WILLIAM WOLSTED
407 S. 23RD ST.
855700-014026
FACILITIES & OPERATIONS CTR
2300 TALBOT RD S
302305-907325
NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.36.302305-907325
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
26 WILLIAM WOLSTED 1C1.35 8557000140 407 S. 23RD ST.12,870 149 0 0 0 0 12,721
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE30'30'137
136
TAL-21 26+17.73, 30.00' LT
TAL-21 28+36.83, 30.00' RT
TAL-21 28+36.82, 37.05' RT
TAL-21 27+71.00, 37.67' RT
TAL-21 27+70.91, 32.85' RT
S27°00
'
5
7
"
W
196.34'S02°16'46
"
W
368.75'
27+00
28+00
29+00 30+00
31+00
32+00
PC STA: 27+40.02
N: 170401.053
E: 1299278.474
PT STA: 31+52.32
N: 170005.241
E: 1299175.022
PI STA: 29+49.43
N: 170214.490
E: 1299183.351
S27°00
'
5
7
"
W
196.34'
L=412.30, R=955.00
D=024°44'11"C:\pw_workdir\den003\ch2mhill_av059753\d0601389\1 C1.30.dwg | Layout: 1C1.36PLOTTED: Nov 16, 2021-04:54:40pm By AV059753XREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
TALBOT CREST DR(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 27+00 TO TAL-21 32+00
1C1.36
45
A. VILLAR
C. WILCOX
S. FORMAN
FACILITIES & OPERATIONS CTR
2300 TALBOT RD S
302305-907325
RANKIN MICHELLE E
2320 TALBOT CREST DR S
855700-001027
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
25 FACILITIES & OPERATIONS
CTR 1C1.35 & 1C1.36 3023059073 2300 TALBOT RD S 488,307 44 0 576 0 576 488,263
27 RANKIN MICHELLE E 1C1.36 8557000010 2320 TALBOT CREST DR S 8,320 0 0 466 0 466 8,320
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE30'30'32+00 33+00 34+00 35+00 36+00
37+00
PC STA: 35+21.07
N: 169636.779
E: 1299160.356
PI STA: 36+42.68
N: 169515.262
E: 1299155.522
S02°16'46"W
368.75'
L=242.64, R=1427.34
D=009°44'24"C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.37PLOTTED: Nov 05, 2021-12:28:40pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD SS 26TH ST(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 32+00 TO TAL-21 37+00
1C1.37
46
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
138
39.7'21.5'S00°26'23"E
260.02'
37+00
38+00
39+00 40+00 41+00
42+00
PC STA: 37+92.78
N: 169365.859
E: 1299175.107PT STA: 37+63.71
N: 169394.678
E: 1299171.316
PT STA: 41+41.11
N: 169018.581
E: 1299199.149PI STA: 39+67.17
N: 169192.961
E: 1299197.831
S07°29'39"E
29.07'
L=348.33, R=2829.22
D=007°03'15"C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.38PLOTTED: Nov 05, 2021-12:30:11pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
TALBOT CREST DR SS 27TH PL(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 37+00 TO TAL-21 42+00
1C1.38
47
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
42+00 43+00 44+00 45+00
46+00
47+00
PC STA: 44+01.13
N: 168758.573
E: 1299201.145
PI STA: 45+69.91
N: 168589.795
E: 1299202.546
S00°26'23"E
260.02'
L=337.18, R=2865.00
D=006°44'35"33'26.4'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.39PLOTTED: Nov 05, 2021-12:31:45pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 42+00 TO TAL-21 47+00
1C1.39
48
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
47+00 48+00 49+00 50+00 51+00 52+00
PT STA: 47+38.31
N: 168422.343
E: 1299223.708
S07°10'05"E
536.86'
139
32.3'28.7'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.40PLOTTED: Nov 05, 2021-12:34:14pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 47+00 TO TAL-21 52+00
1C1.40
49
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
52+
0
0
53+0
0
54+00 55+00 56+00 57+00
PC STA: 52+75.17
N: 167889.677
E: 1299290.698
PT STA: 54+26.40
N: 167745.266
E: 1299333.352
PI STA: 53+51.41
N: 167814.039
E: 1299300.249
L=151.24, R=468.00
D=018°30'55"
S25°42'09"E
355.67'30'42'140
TAL-21 56+79.21, 30.03' RT
TAL-21 56+79.28, 35.00' RT
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.41PLOTTED: Nov 05, 2021-12:35:46pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 52+00 TO TAL-21 57+00
1C1.41
50
A. VILLAR
C. WILCOX
S. FORMAN
TATRO DON L
3211 TALBOT RD S
302305-901928
WINSPER HOA TRACT
NE CORNER TALBOT RD S. & S. 32ND
ADJACENT TO 3130 TALBOT RD S.
948575-129
RIGHT-OF-WAY TABLE
PROJECT PARCEL
NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT
EASEMENT (SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
28 TATRO DON L 1C1.41 & 1C1.42 3023059019 3211 TALBOT RD S 275,299 0 0 320 0 320 275,299
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
57+00
58+00
59+00
60+00
61+00
PC STA: 57+82.07
N: 167424.787
E: 1299487.606
PT STA: 59+80.36
N: 167234.146
E: 1299537.522PI STA: 58+82.46
N: 167334.332
E: 1299531.145
L=198.29, R=515.00
D=022°03'38"
141
TAL-21 57+43.38, 35.00' RT
TAL-21 57+43.35, 30.00' RT
S03°38'31
"
E
731.87'30'30'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.42PLOTTED: Nov 05, 2021-12:37:17pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD SS 32ND ST(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 57+00 TO TAL-21 61+50
1C1.42
51
A. VILLAR
C. WILCOX
S. FORMAN
TATRO DON L
3211 TALBOT RD S
302305-901928
WINSPER HOA TRACT
NE CORNER TALBOT RD S. & S. 32ND
ADJACENT TO 3130 TALBOT RD S.
948575-129
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
62+00 63+00 64+00 65+00 66+00S03°38'31"E
731.87'30'30'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.43PLOTTED: Nov 05, 2021-12:38:47pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 61+50 TO TAL-21 66+50
1C1.43
52
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
67+00
68+00
69+00
70+00
71+00
PC STA: 67+12.23
N: 166503.758
E: 1299584.012
PT STA: 69+99.26
N: 166217.398
E: 1299573.519
PI STA: 68+56.23
N: 166360.050
E: 1299593.160
L=287.03, R=1432.39
D=011°28'53"
142
S03°38'31"E
731.87'
S07°50'21"W
1170.60'30'30'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.44PLOTTED: Nov 05, 2021-12:40:18pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
S 36TH ST(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 66+50 TO TAL-21 71+50
1C1.44
53
A. VILLAR
C. WILCOX
S. FORMAN
CAROL ANN AND PATRICIA R
PILLON
3619 TALBOT RD S
302305-904031
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
72+00 73+00 74+00 75+00 76+00 S07°50'21"W
1170.60'30'30'TAL-21 71+66.49, 37.00' LT
TAL-21 72+44.77, 37.00' LT
TAL-21 73+74.60, 51.35' RT
TAL-21 73+69.24, 51.23' RT
TAL-21 73+74.96, 35.02' RT
TAL-21 74+42.62, 35.00' RT
TAL-21 74+53.40, 37.66' RT
TAL-21 75+26.74, 38.16' RT
TAL-21 75+36.55, 54.87' RT
TAL-21 75+42.29, 54.88' RT
TAL-21 75+33.67, 31.45' RT
TAL-21 75+42.25, 46.86' RT
TAL-21 73+01.78, 64.86' LT
TAL-21 73+24.34, 30.00' LT
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.45PLOTTED: Nov 05, 2021-12:41:49pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD SS 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 71+50 TO TAL-21 76+50
1C1.45
54
A. VILLAR
C. WILCOX
S. FORMAN
NORTHWEST KIDNEY CENTERS
17200 TALBOT RD S
302305-910932
HIATT RONALD D JR+JOLENE M
3620 TALBOT RD S
855860-004030
CAROL ANN AND PATRICIA R
PILLON
3619 TALBOT RD S
302305-904031
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF)FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
30 HIATT RONALD D
JR+JOLENE M 1C1.45 8558600040 3620 TALBOT RD S 8,814 0 0 548 0 548 8,814
32 NORTHWEST KIDNEY
CENTERS
1C1.45 3023059109 17200 TALBOT RD S 39,488 33 0 1,329 0 1,329 39,455
52 BRAR
GURSEWAK+GURDIP
KAUR
1C1.45 8558600125 3704 TALBOT RD S 9,775 0 0 318 0 318 9,775
BRAR GURSEWAK+GURDIP KAUR
3704 TALBOT RD S
855860-012552
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
77+00 78+00 79+00 80+00 81+00
30'30'S07°50'21"W
1170.60'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.46PLOTTED: Nov 05, 2021-12:43:21pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 76+50 TO TAL-21 81+50
1C1.46
55
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
82+00
83+00
84+00 85+00
86+00
PC STA: 81+69.87
N: 165057.733
E: 1299413.855
PT STA: 85+17.63
N: 164722.114
E: 1299325.968
PI STA: 83+44.58
N: 164884.656
E: 1299390.026
L=347.76, R=1457.58
D=013°40'12"
143
40'30'S21°30'33"W
617.72'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.47PLOTTED: Nov 05, 2021-12:44:51pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD SS 177TH ST(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 81+50 TO TAL-21 86+50
1C1.47
56
A. VILLAR
C. WILCOX
S. FORMAN
PUBLIC HOSPITAL DIST #1 (VALLEY
MEDICAL CENTER)
400 S 43RD ST
885767-010033
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
87+00 88+00 89+00 90+00 91+00
PC STA: 91+35.34
N: 164147.417
E: 1299099.482
S21°30'33"W
617.72'40'30'TAL-21 88+01.47, 39.42' LT
TAL-21 88+10.78, 34.92' LT
TAL-21 88+10.78, 30.00' LT
TAL-21 88+81.57, 39.42' LT
TAL-21 88+76.78, 30.00' LT
TAL-21 88+76.78, 34.92' LT
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.48PLOTTED: Nov 05, 2021-12:46:20pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 86+50 TO TAL-21 91+50
1C1.48
57
A. VILLAR
C. WILCOX
S. FORMAN
PUBL HOSP DIST#1 KING CO (VALLEY
MEDICAL CENTER)
17820 TALBOT RD S
761680-001034
NEW RVA79 LLC (ATTN: JEFFREY HUEY)
17900 TALBOT RD S
312305-913435
PUBLIC HOSPITAL DIST #1 (VALLEY
MEDICAL CENTER)
400 S 43RD ST
885767-010033
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
34
PUBL HOSP DIST#1 KING
CO (VALLEY MEDICAL
CENTER)
1C1.48 7616800010 17820 TALBOT RD S 23,945 325 0 430 0 430 23,620
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
10+00 11+00
12+00
13+00
PC STA: 11+50.12
N: 163965.896
E: 1299202.070
CAR 10+00.00=
N: 163968.361
E: 1299051.971
TAL-21 93+21.01
S89°03'33"E
150.12'92+0093+0093+21PC STA: 91+35.34
N: 164147.417
E: 1299099.482
PI STA: 92+28.60
N: 164060.658
E: 1299065.290
L=185.67, R=800.00
D=013°17'51"51.7'30'30'
40'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.49PLOTTED: Nov 05, 2021-12:47:51pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'TALBOT RD SS CARR RD
(CAR-LINE)(TAL-21-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
TAL-21 91+50 TO CAR 13+00
1C1.49
58
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
13+
0
0
14+00
15+00 16+00
17+00
18+00PI STA: 13+56.78
N: 163962.503
E: 1299408.703
PT STA: 15+46.80
N: 164091.792
E: 1299569.927
N51°16'23"E
283.36'
L=396.68
Δ=039°40'04"R=572.96
S
C
A
R
R
145 30'50.9'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.50PLOTTED: Nov 05, 2021-12:50:10pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S CARR RD
(CAR-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
CAR 13+00 TO CAR 18+00
1C1.50
59
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
18+00
19+00
20+00 21+00
22+00
23+00
PI STA: 20+06.73
N: 164379.526
E: 1299928.732
PC STA: 18+30.16
N: 164269.063
E: 1299790.984
PT STA: 21+72.71
N: 164393.292
E: 1300104.764
N85°31
'
4
2
"
E
142.20'
L =3 4 2.5 6
Δ =0 3 4 °15 '2 0 "
R =5 7 2.9 6
S CA
R
R
146
50.5'29.9'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.51PLOTTED: Nov 05, 2021-12:51:37pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
CAR 18+00 TO CAR 23+00
1C1.51
60
A. VILLAR
C. WILCOX
S. FORMAN
S CARR RD 98TH AVE SSMITHERS AVE S(CAR-LINE)
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
23+00
24+00
25+00 26+00 27+00 28+00
PI STA: 24+02.66
N: 164411.187
E: 1300334.013
PC STA: 23+14.91
N: 164404.379
E: 1300246.529
PT STA: 24+90.19
N: 164407.266
E: 1300421.673
S87°26'18"E
474.74'
L=175.28
Δ=007° 00' 40"
R=1432.40 53.2'47.2'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.52PLOTTED: Nov 05, 2021-12:53:09pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S CARR RD
(CAR-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
CAR 23+00 TO CAR 28+00
1C1.52
61
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
28+00
29+00
30+00 31+00
32+00
PI STA: 32+36.58
N: 164373.907
E: 1301167.320
PC STA: 29+64.93
N: 164386.048
E: 1300895.939
L=507.34
Δ=050° 44' 00"
R=572.96
147
55.4'44.5'S87°26'18"
E
474.74'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.53PLOTTED: Nov 05, 2021-12:54:40pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S CARR RD
(CAR-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
CAR 28+00 TO CAR 32+50
1C1.53
62
A. VILLAR
C. WILCOX
S. FORMAN
CITY OF RENTON
10433 SE CARR ROAD
322305-915637
NEW HORIZON SCHOOL
1111 S CARR RD
322305-908136
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
33+0
0
34+00 35+00
36+00
37+00
PC STA: 37+26.04
N: 164765.433
E: 1301517.732
PT STA: 34+72.26
N: 164576.328
E: 1301348.485
N41°49'41"E
253.78'50'50'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.54PLOTTED: Nov 05, 2021-12:56:06pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S CARR RDMILL AVE S(CAR-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
CAR 32+50 TO CAR 37+50
1C1.54
63
A. VILLAR
C. WILCOX
S. FORMAN
CITY OF RENTON
10433 SE CARR ROAD
322305-915637
NEW HORIZON SCHOOL
1111 S CARR RD
322305-908136
WELLS AVE S123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
38+00
39+00
40+00 41+00
42+00
148
50'50'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.55PLOTTED: Nov 05, 2021-12:57:32pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S CARR RD
(CAR-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
CAR 37+50 TO CAR 42+50
1C1.55
64
A. VILLAR
C. WILCOX
S. FORMAN
DIAZ 338 INC
10433 SE CARR RD
322305-929938
NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.56.322305-929938
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
43+00
44+00
45+00 46+00
47+00
L=1500.11
Δ=045° 00' 00"
R=1910.0050'50'149
PI STA: 45+17.19
N: 165354.957
E: 1302045.348
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.56PLOTTED: Nov 05, 2021-01:00:13pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
SE CARR RD
105TH PL SE(CAR-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
CAR 42+50 TO CAR 47+50
1C1.56
65
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
DIAZ 338 INC
10433 SE CARR RD
322305-929938
SENG, LLC
C/O MSALK #3 LLC
10545 SE CARR ROAD N
322305-923740
3503 RP RENTON NORTH BENSON
17605 108TH AVE SE
322305-906342
NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.58.322305-906342
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
40 MSALK #3 LLC 1C1.56 3223059237 10545 SE CARR ROAD N 19,602 1,570 0 634 0 634 18,032
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
48+00
49+00
50+00 51+00
52+00 PT STA: 52+26.16N: 165398.730E: 1302835.286150
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.57PLOTTED: Nov 05, 2021-01:01:41pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
SE CARR RD
(CAR-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
CAR 47+50 TO CAR 52+50
1C1.57
66
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
ASP INVESTMENTS LLC
10622 SE CARR RD
292305-915839
C/O CVS #10285-01
10712 SE CARR RD
292305-919841
3503 RP RENTON NORTH BENSON
17605 108TH AVE SE
322305-906342
NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.58.322305-906342106TH PL SE60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
0+00
1+00 2+00 3+00 4+00
54+10
53+0054+00108TH 0+00.00=
N: 165408.893
E: 1303018.687
CAR 54+09.84
N86°49'42"E183.68'151
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.58PLOTTED: Nov 05, 2021-01:03:07pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE CARR RDSE PETROVITSKY RD
BENSON DR S
(SR 515)108TH AVE SE (SR 515)
(108TH-LINE)(CAR-LINE)RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
CAR 52+50 TO 108TH 4+00
1C1.58
67
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.C/O CVS #10285-0110712 SE CARR RD292305-9198413503 RP RENTON NORTH BENSON
17605 108TH AVE SE
322305-906342
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF)FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
42 3503 RP RENTON NORTH
BENSON 1C1.58 3223059063 17605 108TH AVE SE 199,448 1,995 0 3,153 0 3,153 197,453
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
4+00 5+00 6+00 7+00 8+00 9+00
2014
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.59PLOTTED: Nov 05, 2021-01:04:32pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 4+00 TO 108TH 9+00
1C1.59
68
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
3503 RP RENTON NORTH BENSON
17605 108TH AVE SE
322305-906342
NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.58.322305-906342
FRED MEYER STORES INC
17605 108TH AVE SE
322305-901643
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
9+00 10+00 11+00 12+00 13+00
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.60PLOTTED: Nov 05, 2021-01:07:16pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 9+00 TO 108TH 13+00
1C1.60
69
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
13+00 14+00 15+00 16+00 17+00 18+00S01°26'09"W
2757.10'153
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.61PLOTTED: Nov 05, 2021-01:08:53pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515)
(108-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 13+00 TO 108TH 18+00
1C1.61
70
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
RENTON REGIONAL FIRE
AUTHORITY
18002 108TH AVE SE
322305-910644
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP
TOTAL (SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
44 RENTON REGIONAL FIRE
AUTHORITY 1C1.61 3223059106 18002 108TH AVE SE 39,278 866 0 1,600 0 1,600 38,412
53 GUERRERO ELAINE 1C1.61 740900120 10803 SE 180TH PL 98055 9,120 214 0 0 0 0 8,906
GUERRERO ELAINE
10803 SE 180TH PL 98055
74090-012053
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
18+00 19+00 20+00 21+00 22+00 23+00
15451'40'S01°26'09"W
2757.10'41'47.2'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.62PLOTTED: Nov 05, 2021-01:10:28pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE 182ND STSE 181ST ST108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 18+00 TO 108TH 23+00
1C1.62
71
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
23+00 24+00 25+00 26+00 27+00 28+00
PI: 108TH 27+57.10
N: 162652.657
E: 1302949.600
40.9'47'S01°26'09"W
2757.10'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.63PLOTTED: Nov 05, 2021-01:12:02pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 23+00 TO 108TH 28+00
1C1.63
72
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
28+00 29+00 30+00 31+00 32+00 33+00
40'40'155
108TH 29+59.11, 40.00' LT
108TH 29+59.10, 46.97' LT 108TH 30+33.10, 47.00' LT
108TH 30+33.10, 40.00' LT
108TH 31+69.60, 54.98' RT
108TH 31+11.19, 54.93' RT
108TH 31+10.98, 68.88' RT
108TH 30+85.45, 68.48' RT
108TH 31+59.31, 42.54' RT
108TH 31+13.35, 42.54' RT 108TH 31+13.35, 40.00' RT
S01°26'19"W
2727.81'
108TH 30+75.59, 49.04' LT
108TH 30+84.92, 49.25' LT
108TH 30+84.92, 40.00' LT
108TH 30+75.59, 40.00' LT
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.64PLOTTED: Nov 05, 2021-01:13:37pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)SE 186TH STRENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 28+00 TO 108TH 33+00
1C1.64
73
A. VILLAR
C. WILCOX
S. FORMAN
SPRINGFIELD 64 LLC
10815 SE 184TH LN
KC HOUSING AUTHORITY
18415 108TH AVE SE
SEA MAIN AND YIIN CHAN
18429 108TH AVE SE
322305-908245
322305-907046
322305-913547
RIGHT-OF-WAY TABLE
PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT EASEMENT
(SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
45 SPRINGFIELD 64 LLC 1C1.64 3223059082 10815 SE 184TH LN 210,400 0 0 602 0 602 210,400
47 SEA MAIN AND YIIN CHAN 1C1.64 3223059135 18429 108TH AVE SE 10,018 114 0 1,397 0 1,397 9,904
SALDIVAR LEOCADIA & SONIA
10808 SE 186TH ST
911710-016054
SE 184TH LN123456-12341
PROJECT PARCEL NO.
PARCEL NO.
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
33+00 34+00 35+00 36+00 37+00 38+00
40'40'S01°26'19"W
2727.81'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.65PLOTTED: Nov 05, 2021-01:15:14pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 33+00 TO 108TH 38+00
1C1.65
74
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
38+00 39+00 40+00 41+00 42+00 43+00S01°26'19"W
2727.81'
156 40.2'41.4'GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.66PLOTTED: Nov 05, 2021-01:16:46pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)SE 187TH PL(108TH-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 38+00 TO 108TH 43+00
1C1.66
75
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
43+00 44+00 45+00 46+00 47+00
39.1'40.8'S01°26'19"W
2727.81'
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.67PLOTTED: Nov 05, 2021-01:18:21pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 43+00 TO 108TH 47+00
1C1.67
76
A. VILLAR
C. WILCOX
S. FORMAN
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
47+00 48+00 49+00 50+00 51+00 52+00
157
40'40'S01°26'19"W
2727.81'
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
108TH AVE SE (SR 515)C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.68PLOTTED: Nov 05, 2021-01:20:09pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE 190TH ST(108TH-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 47+00 TO 108TH 52+00
1C1.68
77
A. VILLAR
C. WILCOX
S. FORMAN
FRIENDLY FUELS INC19044 108TH AVE SE322305-903548NOTES:
1.FOR PARCEL NUMBER SEE SHEET 1C1.69.322305-903548
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
52+00 53+00 54+00 55+00 56+00 57+00
PI: 108TH 54+84.92
N: 159925.702
E: 1302881.111
40'40'158
108TH 53+31.59, 40.00' LT
108TH 53+31.59, 45.50' LT
108TH 54+32.49, 45.50' LT
108TH 54+17.44, 42.43' LT
108TH 54+17.44, 40.00' LT
108TH 53+44.43, 42.43' LT
108TH 53+44.43, 40.00' LT
S00°54'58"W
1292.52'
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT LEGEND
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
CITY LIMIT / BOUNDARY (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
FEE
C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.69PLOTTED: Nov 05, 2021-01:21:57pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)SE 192ND ST(108TH-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 52+00 TO 108TH 57+00
1C1.69
78
A. VILLAR
C. WILCOX
S. FORMAN
FRIENDLY FUELS INC
19044 108TH AVE SE
322305-903548
RIGHT-OF-WAY TABLE
PROJECT PARCEL
NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL
(SF)
FEE
(SF)
PERMANENT
EASEMENT (SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
48 FRIENDLY FUELS INC 1C1.69 3223059035 19044 108TH AVE SE 30,187 178 0 364 0 364 29,645
123456-12341
PROJECT PARCEL NO.
PARCEL NO.
CITY OF
RENTON
CITY OF
KENT
SEE VOLUME 2
SHEET 2C1.01
SCALE:
TYPICAL SECTION A
NTS
(S 2ND ST) 2ND 10+51 TO 2ND 20+55
LT SIDE IMPROVEMENTS (LOCATIONS SHOWN ON PAVING PLANS)
SCALE:
TYPICAL SECTION B
NTS
(MORRIS AVE S)
(WITHWORTH AVE S)
(SHATTUCK AVE S)
(MORRIS AVE S) - LT IMPROVEMENT TO THE CENTER LINE
(WITHWORTH AVE S) - LT IMPROVEMENT TO THE CENTER LINE
(SHATTUCK AVE S) - LT IMPROVEMENT TO THE CENTERLINE
(LOCATIONS ARE SHOWN ON THE PAVING PLANS)
(WITHWORTH AVE S) - RT IMPROVEMENT TO THE CENTER LINE
(SHATTUCK AVE S) - RT IMPROVEMENT TO THE CENTERLINE
(LOCATIONS ARE SHOWN ON THE PAVING PLANS)
GENERAL NOTES
TYPICAL SECTION NOTES
TYPICAL SECTION LEGEND
HMA
CSBC / CSTC
CONCRETE PAVEMENT
LANDSCAPING
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR
SHELTERS AND TECH PYLONS.
8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
9.SEE PAVING PLANS FOR LOCATION OF BOLLARDS.
10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL
PAVEMENT RECOMMENDATIONS.
HMA CL. 1/2 IN. PG 58H-22
HMA CL. 1 IN. PG 58H-22
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
CRUSHED SURFACING TOP COURSE (CSTC)
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON, STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD
PLAN 101
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.
1
2
3
4
5
6
7
8
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS 1C3.01
79
A. VILLAR
J. LIM
S. FORMAN
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.01PLOTTED: Nov 05, 2021-11:01:21am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RT SIDE IMPROVEMENTS GRA 22+57 TO GRA 23+80
SCALE:
TYPICAL SECTION C
NTS
(S GRADY WAY) GRA 11+03 TO GRA 24+42
LT SIDE IMPROVEMENTS GRA 11+03 TO GRA 14+69
LT SIDE IMPROVEMENTS GRA 16+06 TO GRA 24+42
ALTERNATE SECTION
GRA 16+06 TO GRA 22+82
GENERAL NOTES
TYPICAL SECTION NOTES
TYPICAL SECTION LEGEND
HMA
CSBC / CSTC
CONCRETE PAVEMENT
LANDSCAPING
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR
SHELTERS AND TECH PYLONS.
8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
9.SEE PAVING PLANS FOR LOCATION OF BOLLARDS.
10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL
PAVEMENT RECOMMENDATIONS.
HMA CL. 1/2 IN. PG 58H-22
HMA CL. 1 IN. PG 58H-22
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
CRUSHED SURFACING TOP COURSE (CSTC)
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON, STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD
PLAN 101
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.
1
2
3
4
5
6
7
8
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS 1C3.02
80
A. VILLAR
J. LIM
S. FORMAN
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.02PLOTTED: Nov 05, 2021-11:01:25am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
SCALE:
TYPICAL SECTION D
NTS
(TALBOT RD S) TAL-B 10+70 TO TAL-B 22+05
RT SIDE IMPROVEMENTS TAL-B 11+53 TO TAL-B 11+71
RT SIDE IMPROVEMENTS TAL-B 16+07 TO TAL-B 22+05
LT SIDE IMPROVEMENTS TAL-B 10+70 TO TAL-B 13+37
LT SIDE IMPROVEMENTS TAL-B 14+34 TO TAL-B 16+59
SCALE:
TYPICAL SECTION E
NTS
(TALBOT RD S) TAL-B 34+86 TO TAL-B 37+20
LT SIDE IMPROVEMENTS TAL-B 37+00 TO TAL-B 37+20
RT SIDE IMPROVEMENTS TAL-B 34+86 TO TAL-B 35+06
GENERAL NOTES
TYPICAL SECTION NOTES
TYPICAL SECTION LEGEND
HMA
CSBC / CSTC
CONCRETE PAVEMENT
LANDSCAPING
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR
SHELTERS AND TECH PYLONS.
8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
9.SEE PAVING PLANS FOR LOCATION OF BOLLARDS.
10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL
PAVEMENT RECOMMENDATIONS.
HMA CL. 1/2 IN. PG 58H-22
HMA CL. 1 IN. PG 58H-22
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
CRUSHED SURFACING TOP COURSE (CSTC)
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON, STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD
PLAN 101
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.
1
2
3
4
5
6
7
8
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS 1C3.03
81
A. VILLAR
J. LIM
S. FORMAN
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.03PLOTTED: Nov 05, 2021-11:01:28am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
SCALE:
TYPICAL SECTION F
NTS
(TALBOT RD S) TAL-21 25+75 TO TAL-21 29+00
LT SIDE IMPROVEMENTS TAL-21 25+82 TO TAL-21 26+11
RT SIDE IMPROVEMENTS TAL-21 25+75 TO TAL-21 25+87
RT SIDE IMPROVEMENTS TAL-21 27+76 TO TAL-21 29+00
SCALE:
TYPICAL SECTION G
NTS
(TALBOT RD S) TAL-21 56+28 TO TAL-21 57+36
LT SIDE IMPROVEMENTS TAL-21 56+28 TO TAL-21 56+40
RT SIDE IMPROVEMENTS TAL-21 56+86 TO TAL-21 57+36
GENERAL NOTES
TYPICAL SECTION NOTES
TYPICAL SECTION LEGEND
HMA
CSBC / CSTC
CONCRETE PAVEMENT
LANDSCAPING
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR
SHELTERS AND TECH PYLONS.
8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
9.SEE PAVING PLANS FOR LOCATION OF BOLLARDS.
10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL
PAVEMENT RECOMMENDATIONS.
HMA CL. 1/2 IN. PG 58H-22
HMA CL. 1 IN. PG 58H-22
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
CRUSHED SURFACING TOP COURSE (CSTC)
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON, STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD
PLAN 101
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.
1
2
3
4
5
6
7
8
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS 1C3.04
82
A. VILLAR
J. LIM
S. FORMAN
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.04PLOTTED: Nov 05, 2021-11:01:32am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
SCALE:
TYPICAL SECTION H
NTS
(TALBOT RD S) TAL-21 71+64 TO TAL-21 75+24
RT SIDE IMPROVEMENTS TAL-21 73+82 TO TAL-21 75+24LT SIDE IMPROVEMENTS TAL-21 71+64 TO TAL-21 72+39
LT SIDE IMPROVEMENTS TAL-21 73+07 TO TAL-21 73+80
SCALE:
TYPICAL SECTION I
NTS
(TALBOT RD S) TAL-21 88+08 TO TAL-21 89+29
MEDIAN IMPROVEMENTS
TAL-21 88+89 TO TAL-21 89+29
RT SIDE IMPROVEMENTS TAL-21 88+23 TO TAL-21 89+14
LT SIDE IMPROVEMENTS TAL-21 88+08 TO TAL-21 88+96
ALTERNATE SECTIONS
TAL-21 88+08 TO TAL-21 88+13
TAL-21 88+75 TO TAL-21 88+96
ALTERNATE SECTIONS
TAL-21 88+23 TO TAL-21 88+28
TAL-21 88+95 TO TAL-21 89+14
GENERAL NOTES
TYPICAL SECTION NOTES
TYPICAL SECTION LEGEND
HMA
CSBC / CSTC
CONCRETE PAVEMENT
LANDSCAPING
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR
SHELTERS AND TECH PYLONS.
8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
9.SEE PAVING PLANS FOR LOCATION OF BOLLARDS.
10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL
PAVEMENT RECOMMENDATIONS.
HMA CL. 1/2 IN. PG 58H-22
HMA CL. 1 IN. PG 58H-22
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
CRUSHED SURFACING TOP COURSE (CSTC)
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON, STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD
PLAN 101
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.
1
2
3
4
5
6
7
8
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.05PLOTTED: Nov 05, 2021-11:01:35am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS
1C3.05
83
A. VILLAR
J. LIM
S. FORMAN
SCALE:
TYPICAL SECTION K
NTS
(108TH AVE S) 108TH 29+66 TO 108TH 31+72
MEDIAN IMPROVEMENTS 108TH 30+50 TO 108TH 30+78
LT SIDE IMPROVEMENTS 108TH 29+66 TO 108TH 30+83
RT SIDE IMPROVEMENTS 108TH 30+54 TO 108TH 31+72
ALTERNATE SECTION
108TH 31+16 TO 108TH 31+72
SCALE:
TYPICAL SECTION J
NTS
(S/SE CARR RD) CAR 33+36 TO CAR 33+81LT SIDE IMPROVEMENTS CAR 33+36 TO CAR 33+53
RT SIDE IMPROVEMENTS CAR 33+64 TO CAR 33+81
ALTERNATE SECTION
CAR 33+49 TO CAR 33+53
GENERAL NOTES
TYPICAL SECTION NOTES
TYPICAL SECTION LEGEND
HMA
CSBC / CSTC
CONCRETE PAVEMENT
LANDSCAPING
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR
SHELTERS AND TECH PYLONS.
8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
9.SEE PAVING PLANS FOR LOCATION OF BOLLARDS.
10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL
PAVEMENT RECOMMENDATIONS.
HMA CL. 1/2 IN. PG 58H-22
HMA CL. 1 IN. PG 58H-22
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
CRUSHED SURFACING TOP COURSE (CSTC)
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON, STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD
PLAN 101
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.
1
2
3
4
5
6
7
8
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.06PLOTTED: Nov 05, 2021-11:01:38am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS
1C3.06
84
A. VILLAR
J. LIM
S. FORMAN
SCALE:
TYPICAL SECTION L
NTS
(108TH AVE S) 108TH 53+34 TO 108TH 54+27ALTERNATE SECTION
108TH 53+44 TO 108TH 54+17
GENERAL NOTES
TYPICAL SECTION NOTES
TYPICAL SECTION LEGEND
HMA
CSBC / CSTC
CONCRETE PAVEMENT
LANDSCAPING
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR
SHELTERS AND TECH PYLONS.
8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
9.SEE PAVING PLANS FOR LOCATION OF BOLLARDS.
10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL
PAVEMENT RECOMMENDATIONS.
HMA CL. 1/2 IN. PG 58H-22
HMA CL. 1 IN. PG 58H-22
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
CRUSHED SURFACING TOP COURSE (CSTC)
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON, STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD
PLAN 101
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.
1
2
3
4
5
6
7
8
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.07PLOTTED: Nov 05, 2021-11:01:42am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS
1C3.07
85
A. VILLAR
J. LIM
S. FORMAN
TREE INVENTORY TABLE - CITY OF RENTON
TREE
TAG ID
RENTON
ASSET ID SPECIES COMMON SPECIES SCIENTIFIC
SINGLE-STEM
EQUIVALENT
DBH (INCHES)
TREE
CONDITION
RATING
TREE
PROTECTION
ZONE (FEET)SIGNIFICANCE DETERMINATION
5R WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'5.4 30 7 NON-SIGNIFICANTRETAIN
6R AUSTRIAN PINE PINUS NIGRA 22.0 50 28 SIGNIFICANT RETAIN
7R AUSTRIAN PINE PINUS NIGRA 17.4 50 22 SIGNIFICANT RETAIN
8R AUSTRIAN PINE PINUS NIGRA 12.3 80 15 SIGNIFICANT RETAIN
9R AUSTRIAN PINE PINUS NIGRA 16.8 50 21 SIGNIFICANT RETAIN
10R AUSTRIAN PINE PINUS NIGRA 14.9 60 19 SIGNIFICANT RETAIN
11R AUSTRIAN PINE PINUS NIGRA 14.9 60 19 SIGNIFICANT RETAIN
12RX AUSTRIAN PINE PINUS NIGRA 12.8 20 16 NON-SIGNIFICANTN/A
13RX AUSTRIAN PINE PINUS NIGRA 8.2 40 10 NON-SIGNIFICANTN/A
14R AUSTRIAN PINE PINUS NIGRA 16.7 50 21 SIGNIFICANT RETAIN
17R HAWTHORNE SP.CRATAEGUS SP.5.8 60 11 NON-SIGNIFICANTRETAIN
22R TRE-37070 BLACK CHERRY PRUNUS SEROTINA 7.0 30 26
SIGNIFICANT -
WSDOT CAT 2 RETAIN
23R WILD CHERRY PRUNUS AVIUM 17.5 70 40 SIGNIFICANT RETAIN
24R TRE-37178 BIG LEAF MAPLE ACER MACROPHYLLUM 19.8 60 29
SIGNIFICANT -
WSDOT CAT 2 RETAIN
25R SPRUCE SP.PICEA SP.12.0 0 0 NON-SIGNIFICANTRETAIN
26R RAYWOOD ASH FRAXINUS OXYCARPA ‘RAYWOOD’10.0 40 16 SIGNIFICANT RETAIN
27R RAYWOOD ASH FRAXINUS OXYCARPA ‘RAYWOOD’11.4 60 15 SIGNIFICANT RETAIN
28R COLORADO SPRUCE PICEA PUNGENS 15.8 70 20 SIGNIFICANT RETAIN
29R BOXELDER ACER NEGUNDO 16.6 70 35 SIGNIFICANT RETAIN
30R OREGON ASH FRAXINUS LATIFOLIA 23.3 50 29 SIGNIFICANT RETAIN
31R EUROPEAN BIRCH BETULA PENDULA 10.5 10 13 NON-SIGNIFICANTREMOVE
32R DOUGLAS-FIR PSEUDOTSUGA MENZIESII 12.0 60 15 SIGNIFICANT RETAIN
43R
JAPANESE FLOWERING
CHERRY PRUNUS SERRULATA 7.7 50 12 SIGNIFICANT RETAIN
44R COMMON PEAR PYRUS COMMUNIS 7.7 70 10 SIGNIFICANT RETAIN
45R COMMON PEAR PYRUS COMMUNIS 7.0 50 9 SIGNIFICANT RETAIN
46R PURPLE LEAF PLUM PRUNUS CERASIFERA 19.0 50 24 SIGNIFICANT RETAIN
2002 TRE-01868 NORTHERN RED OAK QUERCUS RUBRA 40.8 70 51 LANDMARK RETAIN
2004 TRE-02119 ENGLISH OAK QUERCUS ROBUR 19.7 50 25 SIGNIFICANT RETAIN
2005 TRE-17507 SUGAR MAPLE ACER SACCHARUM 8.2 60 10 SIGNIFICANT RETAIN
2030 TRE-02061 ENGLISH OAK QUERCUS ROBUR 16.1 60 25 SIGNIFICANT RETAIN
2033 TRE-02065 ENGLISH OAK QUERCUS ROBUR 15.3 50 19 SIGNIFICANT RETAIN
2034 TRE-01870 NORTHERN RED OAK QUERCUS RUBRA 40.6 70 51 SIGNIFICANT RETAIN
2038 TRE-06974 ENGLISH OAK QUERCUS ROBUR 21.9 70 27 SIGNIFICANT RETAIN
2039 AUSTRIAN PINE PINUS NIGRA 6.7 80 8 SIGNIFICANT RETAIN
2040 AUSTRIAN PINE PINUS NIGRA 8.7 50 11 SIGNIFICANT RETAIN
2041 HINOKI CYPRESS CHAMAECYPARIS OBTUSA 4.5 70 6 NON-SIGNIFICANTRETAIN
2042 HINOKI CYPRESS CHAMAECYPARIS OBTUSA 4.5 70 6 NON-SIGNIFICANTRETAIN
2043 MUGO PINE PINUS MUGO 6.8 70 11 SIGNIFICANT RETAIN
2044 RED MAPLE ACER RUBRUM 6.1 70 8 SIGNIFICANT RETAIN
2045 TRE-24239 MOUNTAIN HEMLOCK TSUGA MERTENSIANA 5.1 60 6 NON-SIGNIFICANTREMOVE
2046 TRE-06066 LITTLE-LEAF LINDEN TILIA CORDATA 14.6 40 18 SIGNIFICANT REMOVE
2047 TRE-06067 LITTLE-LEAF LINDEN TILIA CORDATA 11.1 70 14 SIGNIFICANT REMOVE
2048 TRE-01313 LITTLE-LEAF LINDEN TILIA CORDATA 10.9 70 14 SIGNIFICANT REMOVE
2049 TRE-01314 RED MAPLE ACER RUBRUM 19.4 40 24 SIGNIFICANT REMOVE
2050 TRE-01315 RED MAPLE ACER RUBRUM 20.4 40 26 SIGNIFICANT REMOVE
2051 DEODAR CEDAR CEDRUS DEODARA 8.0 80 10 SIGNIFICANT RETAIN
2052 TRE-01316 RED MAPLE ACER RUBRUM 23.8 40 30 SIGNIFICANT REMOVE
2053 TRE-01317 RED MAPLE ACER RUBRUM 20.7 30 26 SIGNIFICANT REMOVE
2054 TRE-01318 RED MAPLE ACER RUBRUM 18.9 40 24 SIGNIFICANT REMOVE
2055 TRE-01319 RED MAPLE ACER RUBRUM 9.4 60 13 SIGNIFICANT REMOVE
2056 DEODAR CEDAR CEDRUS DEODARA 11.0 80 14 SIGNIFICANT RETAIN
2057 DEODAR CEDAR CEDRUS DEODARA 9.9 80 14 SIGNIFICANT RETAIN
2058 TRE-06068 RED MAPLE ACER RUBRUM 21.6 70 27 SIGNIFICANT REMOVE
2059 TRE-06069 RED MAPLE ACER RUBRUM 21.2 70 27 SIGNIFICANT REMOVE
2060 TRE-06070 RED MAPLE ACER RUBRUM 20.8 70 26 SIGNIFICANT REMOVE
6 FT. HT. CHAIN LINK TREE
PROTECTION FENCE.
KEEP OUT
TREE
PROTECTION
ZONE AREA
11" x 17" LAMINATED
SIGN INSTALLED
EVERY 50 FT. IN
ACCORDANCE WITH
THE TEMPORARY TREE
PROTECTION
SPECIFICATIONS.
STEEL POSTS OR APPROVED
EQUAL. ABOVEGROUND PRECAST
BLOCK FOOTINGS PERMISSIBLE.
5" THICK LAYER OF WOOD CHIP
MULCH, EXCEPT OVER EXISTING SOD.
MAINTAIN EXISTING GRADE
WITHIN THE TREE PROTECTION
FENCE UNLESS OTHERWISE
INDICATED ON THE DRAWINGS.
NOTES:
1.NO PRUNING OF LIMBS EQUAL TO OR GREATER
THAN 2-IN DIAMETER SHALL BE PERFORMED
UNLESS UNDER THE DIRECTION OF THE
PROJECT ARBORIST.
2.NO EQUIPMENT SHALL BE STORED OR
OPERATED INSIDE THE PROTECTIVE FENCING
INCLUDING DURING FENCE INSTALLATION AND
REMOVAL.
3.NO STORAGE OF MATERIALS OR FOOT TRAFFIC
SHALL OCCUR INSIDE THE PROTECTIVE
FENCING.
4.UNAUTHORIZED ACTIVITIES IN TREE
PROTECTION AREA SHALL REQUIRE
EVALUATION BY THE PROJECT ARBORIST TO
IDENTIFY IMPACTS AND MITIGATION REQUIRED.
5.EXPOSED ROOTS: ROOT PRUNING FOR
DAMAGED ROOTS EQUAL TO OR GREATER
THAN 2-IN DIAMETER SHALL BE PERFORMED
UNDER THE SUPERVISION OF THE PROJECT
ARBORIST. ROOT PRUNING FOR DAMAGED
ROOTS LESS THAN 2-IN DIAMETER, MAKE A
CLEAN STRAIGHT CUT TO SOIL LINE TO
REMOVED DAMAGED PORTION AND INFORM
THE PROJECT ARBORIST. ALL EXPOSED ROOTS
SHALL BE KEPT COVERED WITH WETTED
BURLAP UNTIL BACKFILLED AND COVERED
WITH NEW SOIL.
6.TREE PROTECTION ZONE (TPZ) SHALL BE
INSPECTED AND APPROVED PRIOR TO ANY
GROUND DISTURBANCE.
7.SEE TEMPORARY TREE PROTECTION
SPECIFICATIONS FOR SUPPLEMENTAL
WATERING REQUIREMENTS WITHIN THE TPZ.
CROWN DRIP LINE OR OTHER LIMIT
OF TREE PROTECTION ZONE AREA.
SEE TEMPORARY TREE PROTECTION
PLAN.
SECTION VIEW
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 C4.0A.dwg | Layout: 1C4.0APLOTTED: Nov 05, 2021-11:50:23am By FLOREACNXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
RENTON SEGMENT
TREE INVENTORY
& TREE PROTECTION DETAILS
1C4.0A
86
C. FLOREANI
C. FLOREANI
L. FRENCH
SCALE:
TREE PROTECTION
DETAIL
NTS
A
1C4.00A
TREE INVENTORY TABLE - CITY OF RENTON
TREE
TAG ID
RENTON
ASSET ID SPECIES COMMON SPECIES SCIENTIFIC
SINGLE-STEM
EQUIVALENT
DBH (INCHES)
TREE
CONDITION
RATING
TREE
PROTECTION
ZONE (FEET)SIGNIFICANCE DETERMINATION
WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'
2060 TRE-06070 RED MAPLE ACER RUBRUM 20.8 70 26 SIGNIFICANT REMOVE
2061 TRE-06071 RED MAPLE ACER RUBRUM 19.4 40 24 SIGNIFICANT REMOVE
2062 TRE-06072 RED MAPLE ACER RUBRUM 19.4 70 24 SIGNIFICANT REMOVE
2063 TRE-06073 RED MAPLE ACER RUBRUM 20.7 70 26 SIGNIFICANT REMOVE
2064 TRE-06074 LITTLE-LEAF LINDEN TILIA CORDATA 11.2 50 14 SIGNIFICANT REMOVE
2065 LITTLE-LEAF LINDEN TILIA CORDATA 10.0 20 13 SIGNIFICANT REMOVE
2066 FREEMAN MAPLE ACER X FREEMANII 17.3 50 22 SIGNIFICANT REMOVE
2067 FREEMAN MAPLE ACER X FREEMANII 19.3 40 24 SIGNIFICANT REMOVE
2068 AUSTRIAN PINE PINUS NIGRA 5.1 50 6 NON-SIGNIFICANTREMOVE
2069 AUSTRIAN PINE PINUS NIGRA 7.6 50 10 SIGNIFICANT REMOVE
2070 AUSTRIAN PINE PINUS NIGRA 8.8 50 11 SIGNIFICANT REMOVE
2072 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 10.1 60 13 SIGNIFICANT REMOVE
2073 AUSTRIAN PINE PINUS NIGRA 18.7 70 23 SIGNIFICANT REMOVE
2074 AUSTRIAN PINE PINUS NIGRA 17.9 70 22 SIGNIFICANT REMOVE
2075 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 15.8 70 20 SIGNIFICANT REMOVE
2076 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 7.6 10 10 NON-SIGNIFICANTREMOVE
2077 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.4 30 15 SIGNIFICANT REMOVE
2078 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 17.8 30 22 SIGNIFICANT REMOVE
2079 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.8 50 15 SIGNIFICANT REMOVE
2080 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.9 70 15 SIGNIFICANT REMOVE
2081 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.9 40 15 SIGNIFICANT REMOVE
2082 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 16.7 60 21 SIGNIFICANT REMOVE
2083 FREEMAN MAPLE ACER X FREEMANII 17.3 70 22 SIGNIFICANT REMOVE
2084 FREEMAN MAPLE ACER X FREEMANII 9.4 60 12 SIGNIFICANT RETAIN
2085 FREEMAN MAPLE ACER X FREEMANII 13.9 80 17 SIGNIFICANT REMOVE
2086 FREEMAN MAPLE ACER X FREEMANII 15.4 70 19 SIGNIFICANT REMOVE
2087 SHORE PINE
PINUS CONTORTA VAR.
CONTORTA 12.7 60 16 SIGNIFICANT REMOVE
2088 FREEMAN MAPLE ACER X FREEMANII 14.3 60 18 SIGNIFICANT REMOVE
2089 FREEMAN MAPLE ACER X FREEMANII 12.2 60 15 SIGNIFICANT REMOVE
2090 FREEMAN MAPLE ACER X FREEMANII 9.5 70 12 SIGNIFICANT REMOVE
2093 FREEMAN MAPLE ACER X FREEMANII 11.0 70 14 SIGNIFICANT REMOVE
2095 FREEMAN MAPLE ACER X FREEMANII 4.6 70 6 NON-SIGNIFICANTRETAIN
2096 FREEMAN MAPLE ACER X FREEMANII 8.2 70 10 SIGNIFICANT RETAIN
2097 FREEMAN MAPLE ACER X FREEMANII 11.8 40 15 SIGNIFICANT RETAIN
2098 FREEMAN MAPLE ACER X FREEMANII 8.7 70 11 SIGNIFICANT RETAIN
2099X AUSTRIAN PINE PINUS NIGRA 17.5 10 22 NON-SIGNIFICANTN/A
2100 NORTHERN RED OAK QUERCUS RUBRA 8.7 30 14 SIGNIFICANT RETAIN
2101 RED MAPLE ACER RUBRUM 8.0 60 15 SIGNIFICANT RETAIN
2102 RED MAPLE ACER RUBRUM 10.4 40 17 SIGNIFICANT RETAIN
2103 RED MAPLE ACER RUBRUM 6.7 70 12 SIGNIFICANT RETAIN
2104 RED MAPLE ACER RUBRUM 4.8 70 12 NON-SIGNIFICANTRETAIN
2105 AUSTRIAN PINE PINUS NIGRA 17.8 50 22 SIGNIFICANT RETAIN
2106 TRE-16605 RED MAPLE ACER RUBRUM 13.3 70 17 SIGNIFICANT REMOVE
2107 TRE-16604 RED MAPLE ACER RUBRUM 10.3 60 17 SIGNIFICANT REMOVE
2108 TRE-16603 RED MAPLE ACER RUBRUM 11.1 60 14 SIGNIFICANT REMOVE
2109 HAWTHORNE SP.CRATAEGUS SP.6.2 70 15 SIGNIFICANT RETAIN
2110 TRE-24316 HAWTHORNE SP.CRATAEGUS SP.5.9 60 11 NON-SIGNIFICANTRETAIN
2111 TRE-16602 WASHINGTON HAWTHORNCRATAEGUS PHAENOPYRUM 7.2 60 11 SIGNIFICANT RETAIN
2112 TRE-16599 AUSTRIAN PINE PINUS NIGRA 14.0 70 19 SIGNIFICANT RETAIN
2113 TRE-16598 AUSTRIAN PINE PINUS NIGRA 15.7 60 20 SIGNIFICANT RETAIN
2114 TRE-16597 AUSTRIAN PINE PINUS NIGRA 21.5 70 27 SIGNIFICANT RETAIN
2115 TRE-16596 AUSTRIAN PINE PINUS NIGRA 13.2 70 17 SIGNIFICANT RETAIN
2116 TRE-16595 AUSTRIAN PINE PINUS NIGRA 13.3 40 18 SIGNIFICANT RETAIN
2117 TRE-16594 AUSTRIAN PINE PINUS NIGRA 14.0 40 18 SIGNIFICANT RETAIN
2118 TRE-16592 RED MAPLE ACER RUBRUM 11.0 50 14 SIGNIFICANT RETAIN
2128 FREEMAN MAPLE ACER X FREEMANII 15.2 60 19 SIGNIFICANT REMOVE
2129 FREEMAN MAPLE ACER X FREEMANII 7.8 60 10 SIGNIFICANT REMOVE
2129 FREEMAN MAPLE ACER X FREEMANII 7.8 10 SIGNIFICANT REMOVE
2130 FREEMAN MAPLE ACER X FREEMANII 12.0 70 15 SIGNIFICANT REMOVE
2131 FREEMAN MAPLE ACER X FREEMANII 11.2 70 14 SIGNIFICANT REMOVE
2132 FREEMAN MAPLE ACER X FREEMANII 7.8 70 10 SIGNIFICANT REMOVE
2133 FREEMAN MAPLE ACER X FREEMANII 10.8 70 14 SIGNIFICANT REMOVE
2134 FREEMAN MAPLE ACER X FREEMANII 11.8 70 15 SIGNIFICANT REMOVE
2135 FREEMAN MAPLE ACER X FREEMANII 9.5 70 12 SIGNIFICANT REMOVE
2136 SWEETGUM LIQUIDAMBAR STYRACIFLUA 6.7 70 8 SIGNIFICANT RETAIN
2137 WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'4.5 70 6 NON-SIGNIFICANTRETAIN
2138 CRABAPPLE SP.MALUS SP.4.2 70 10 NON-SIGNIFICANTRETAIN
2139 WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'7.5 70 9 SIGNIFICANT RETAIN
2140 WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'8.6 70 11 SIGNIFICANT RETAIN
2141 TRE-37158 BLACK LOCUST ROBINIA PSEUDOACACIA 16.7 60 26
SIGNIFICANT -
WSDOT CAT 2 RETAIN
2142 RED ALDER ALNUS RUBRA 7.5 10 9 NON-SIGNIFICANTRETAIN
2143 ENGLISH HOLLY ILEX AQUIFOLIUM 5.8 60 7
SIGNIFICANT -
WSDOT CAT 2 RETAIN
2144 TRE-37148 WILD CHERRY PRUNUS AVIUM 27.9 10 35 NON-SIGNIFICANTRETAIN
2145 OREGON ASH FRAXINUS LATIFOLIA 38.0 40 48 SIGNIFICANT RETAIN
2146 JAPANESE MAPLE ACER PALMATUM 9.4 60 17 SIGNIFICANT RETAIN
2147 JAPANESE MAPLE ACER PALMATUM 8.0 60 14 SIGNIFICANT RETAIN
2148 JAPANESE MAPLE ACER PALMATUM 6.2 70 10 SIGNIFICANT REMOVE
2149 JAPANESE MAPLE ACER PALMATUM 11.7 60 15 SIGNIFICANT RETAIN
2150 JAPANESE MAPLE ACER PALMATUM 11.4 60 14 SIGNIFICANT RETAIN
2151 JAPANESE MAPLE ACER PALMATUM 11.0 70 14 SIGNIFICANT RETAIN
2152 JAPANESE MAPLE ACER PALMATUM 13.0 70 16 SIGNIFICANT RETAIN
2153 JAPANESE MAPLE ACER PALMATUM 6.9 80 9 SIGNIFICANT RETAIN
2154
JAPANESE FLOWERING
CHERRY PRUNUS SERRULATA 11.3 70 15 SIGNIFICANT RETAIN
2155 VINE MAPLE ACER CIRCINATUM 4.7 70 7 NON-SIGNIFICANTRETAIN
2156 PERSIAN IRONWOOD PARROTIA PERSICA 10.0 60 14 SIGNIFICANT RETAIN
2157 LAVALLE HAWTHORN CRATAEGUS X LAVALLEI 10.8 70 14 SIGNIFICANT RETAIN
2158 TRE-09285 BIG LEAF MAPLE ACER MACROPHYLLUM 12.7 70 17 SIGNIFICANT RETAIN
2174 CHERRY LAUREL PRUNUS LAUROCERASUS 9.8 70 22 SIGNIFICANT RETAIN
2175 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 17.6 70 22 SIGNIFICANT RETAIN
2176 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 17.9 70 22 SIGNIFICANT RETAIN
2177 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 8.6 70 13 SIGNIFICANT RETAIN
2178 RED MAPLE ACER RUBRUM 8.5 40 15 SIGNIFICANT RETAIN
2181 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 16.9 70 24 SIGNIFICANT RETAIN
2182 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 16.9 70 24 SIGNIFICANT RETAIN
2183 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.3 70 24 SIGNIFICANT RETAIN
2184 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 15.6 70 24 SIGNIFICANT RETAIN
2185 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 9.0 70 24 SIGNIFICANT RETAIN
2186 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 18.2 70 24 SIGNIFICANT RETAIN
2187 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 13.9 70 24 SIGNIFICANT RETAIN
2188 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 14.4 70 18 SIGNIFICANT RETAIN
2189 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 15.3 70 19 SIGNIFICANT RETAIN
2190 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 16.0 70 20 SIGNIFICANT RETAIN
2191 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 10.6 70 13 SIGNIFICANT RETAIN
2450 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 21.0 70 26 SIGNIFICANT RETAIN
2451 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 21.0 70 26 SIGNIFICANT RETAIN
2452 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 16.0 70 20 SIGNIFICANT RETAIN
2453 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 17.0 70 21 SIGNIFICANT RETAIN
2454 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 14.0 70 18 SIGNIFICANT RETAIN
2455 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 15.4 70 19 SIGNIFICANT RETAIN
2456 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 13.8 70 17 SIGNIFICANT RETAIN
2457 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 6.2 60 14 SIGNIFICANT RETAIN
2458 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.2 70 16 SIGNIFICANT RETAIN
2459 SHORE PINE
PINUS CONTORTA VAR.
CONTORTA 9.0 5 0 NON-SIGNIFICANTRETAIN
ACER X FREEMANII
TREE INVENTORY TABLE - CITY OF RENTON
TREE
TAG ID
RENTON
ASSET ID SPECIES COMMON SPECIES SCIENTIFIC
SINGLE-STEM
EQUIVALENT
DBH (INCHES)
TREE
CONDITION
RATING
TREE
PROTECTION
ZONE (FEET)SIGNIFICANCE DETERMINATION
WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'C:\pw_workdir\den003\jeg_floreacn\d0601389\1 C4.0A.dwg | Layout: 1C4.0BPLOTTED: Nov 05, 2021-11:50:30am By FLOREACNXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
RENTON SEGMENT
TREE INVENTORY
& TREEE PROTECTION DETAILS
1C4.0B
87
C. FLOREANI
C. FLOREANI
L. FRENCH
2459 SHORE PINE CONTORTA 9.0 5 0 NON-SIGNIFICANTRETAIN
2460 FREEMAN MAPLE ACER X FREEMANII 11.5 40 14 SIGNIFICANT RETAIN
2461 FREEMAN MAPLE ACER X FREEMANII 9.5 60 12 SIGNIFICANT RETAIN
2462 RED MAPLE ACER RUBRUM 10.7 55 15 SIGNIFICANT RETAIN
7899 ENGLISH HOLLY ILEX AQUIFOLIUM 7.7 70 10 SIGNIFICANT RETAIN
7900 ENGLISH HOLLY ILEX AQUIFOLIUM 5.0 70 7 NON-SIGNIFICANTRETAIN
TREE INVENTORY TABLE - CITY OF RENTON
TREE
TAG ID
RENTON
ASSET ID SPECIES COMMON SPECIES SCIENTIFIC
SINGLE-STEM
EQUIVALENT
DBH (INCHES)
TREE
CONDITION
RATING
TREE
PROTECTION
ZONE (FEET)SIGNIFICANCE DETERMINATION
WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'C:\pw_workdir\den003\jeg_floreacn\d0601389\1 C4.0A.dwg | Layout: 1C4.0CPLOTTED: Nov 05, 2021-11:50:37am By FLOREACNXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
RENTON SEGMENT
TREE INVENTORY
& TREEE PROTECTION DETAILS
1C4.0C
88
C. FLOREANI
C. FLOREANI
L. FRENCH
NOTE: TREE INVENTORY CONDUCTED BY TYSON GOEPPINGER, ISA CERTIFIED ARBORIST PN-7491AU.
SITE RESTORATION NOTES
1.UNLESS SPECIFIED OTHERWISE, RESTORE SITE TO MATCH EXISTING CONDITIONS WHERE FOUNDATIONS OF SHELTERS, PEDESTRIAN LIGHT POSTS AND OTHER SITE FURNITURE ARE REMOVED. FILL EXCAVATED
AREAS WITH STRUCTURAL FILL AND COMPACT TO 95 PERCENT OF PROCTOR DENSITY. RESTORATION WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO LAWN BY SODDING; SURFACING WITH MATCHING
BEAUTY BARKS; AND SIDEWALK/PATHWAY REPAIRS THAT MATCH EXISTING MATERIALS, COLOR, AND TEXTURE.
2.REFER TO CORRESPONDING ELECTRICAL SITE PLANS FOR ELECTRICAL WORK, INCLUDING CONDUIT RUNS, POWER PEDESTAL FOUNDATION AND DETAILS; CONDUIT ENTRY POINTS AT SHELTER/TECH PYLON
FOUNDATIONS, AND PEDESTRIAN LEVEL LUMINARIES; AND CONNECTION POINTS TO POWER SOURCE. RESTORE TO MATCH EXISTING ASPHALT PAVEMENT, LANDSCAPED AREAS, AND CONCRETE SIDEWALK OVER
TRENCHES EXCAVATED FOR ELECTRICAL WORK.
3.PRIOR TO WORKING ON EXISTING SPRINKLER IRRIGATION SYSTEMS, TEST IN THE PRESENCE OF THE PROJECT REPRESENTATIVE AND RECORD THE SYSTEM CONDITION. UPON COMPLETION OF THE CONTRACT
WORK, TEST AGAIN TO SATISFY THE PROJECT REPRESENTATIVE THAT THE CONDITION OF THE SYSTEM MEETS THE REQUIREMENT OF THIS CONTRACT.
4.FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A MINIMUM THREE FEET FROM FACE OF CURB TO THE VERTICAL STRUCTURE; WHICH INCLUDES CANTILEVER OVERHANG AND EDGE OF THE SHELTER IF
PLACED REVERSE TO CURB.
WORK IN RIGHT-OF-WAY AND WITHIN PRIVATE PROPERTY EASEMENTS
1.WHEN THE WORK SITE IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS.
2.INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTIONS OR TRAFFIC HAZARDS. DEVICES MUST REMAIN UNTIL THE OBSTRUCTIONS OR TRAFFIC
HAZARDS ARE CLEARED.
3.MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT.
4.MAINTAIN ACCESS TO PROPERTY AND BUSINESSES ADJOINING THE SITES OF WORK. FURNISH, INSTALL AND MAINTAIN TEMPORARY "BUSINESSES ARE OPEN" SIGNS AT LOCATION DESIGNATED BY THE PROJECT
REPRESENTATIVE. REMOVE UPON COMPLETION OF WORK.
5.PRESERVE AND PROTECT ALL PROPERTIES ADJOINING THE SITES OF WORK.
6.RESTORE AREAS DISTURBED BY THE WORK TO ORIGINAL OR BETTER CONDITION. REPAIR OR REPLACE DAMAGED ITEMS AS DIRECTED BY AND TO THE SATISFACTION OF THE PROJECT REPRESENTATIVE.
7.DO NOT DISTURB SURVEY MONUMENTS AND MARKERS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE CITY HAVING JURISDICTION AND FROM THE PROJECT REPRESENTATIVE. REPLACEMENT OR RESETTING
OF DISTURBED MONUMENTS AND MARKERS SHALL BE BY A WASHINGTON STATE LICENSED LAND SURVEYOR.
8.INSTALL TEMPORARY ADA-COMPLIANT SIDEWALK OR CURB RAMPS IF PERMANENT RAMPS OR ADA PATHS ARE BLOCKED. IF IT IS INFEASIBLE TO PROVIDE TEMPORARY SIDEWALK/RAMPS, PROVIDE APPROPRIATE
ACCESS DETOURS, WITH THE CORRESPONDING SIGNAGE AND AT LOCATIONS APPROVED BY THE PROJECT REPRESENTATIVE.
9.COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS SURFACES.
10.MATERIAL STOCKPILING AT THE SITES OF WORK SHALL BE MAINTAINED TO A MINIMUM AND ONLY AS APPROVED BY CITY INSPECTORS, AFFECTED PROPERTY OWNERS AND THE PROJECT REPRESENTATIVE.
MATERIALS SHALL BE STORED AS NECESSARY TO PROTECT THE PUBLIC.
11.WHERE TRAFFIC LANES AND SIDEWALK CLOSURES ARE REQUIRED, IMPLEMENT THEM AS NECESSARY TO MINIMIZE PUBLIC IMPACT AND IN STRICT CONFORMANCE WITH THE CORRESPONDING, AGENCY-APPROVED,
TRAFFIC CONTROL PLANS.
12.UNLESS INDICATED OTHERWISE IN THE CONDITIONS OF THE CORRESPONDING PERMITS, COMPLETE CONCRETE AND OTHER SURFACING OR RESURFACING WORK UNDER THE FOLLOWING SCHEDULE:
A.IN PRINCIPAL ARTERIALS AND MAJOR COLLECTOR STREETS: WITHIN 3 CALENDAR DAYS.
B.IN OTHER STREETS: WITHIN 7 CALENDAR DAYS.
DEMOLITION NOTES
1.CALL 811 "CALL BEFORE YOU DIG" FOR LOCATING UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING SITE WORK.
2.AT LEAST FIVE (5) WORKING DAYS PRIOR TO MOBILIZATION AND CLOSING OF ANY BUS STOP, CONTACT METRO TRANSIT CONSTRUCTION COORDINATOR AT (206) 477-1140 TO COORDINATE POSTING RIDER ALERT
ABOUT BUS STOP CLOSURE AND ESTABLISHMENT OF INTERIM BUS ZONES.
3.WHEN ENCOUNTERING CONSTRUCTION SITES WITH EXISTING TRANSIT FURNITURE SUCH AS SHELTERS, PEDESTRIAN LIGHT POST AND LUMINARIES, BENCHES, LITTER RECEPTABLES AND BUS STOP SIGNS AND
POSTS EXIST, CALL MATT RAWSON (206-263-5681) OF TRANSIT SOUTH FACILITIES AT LEAST 72 HOURS PRIOR TO MOBILIZATION SO THEY CAN HAVE THE FURNITURE AND FIXTURES REMOVED AND SALVAGED TO
METRO TRANSIT.
4.AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION AT A SITE OF WORK, CONTACT DOUG MUSSELMAN-BROWN OF SEATTLE TIMES AT (206) 423-4384 OR EMAIL DMBROWN@SEATTLETIMES.COM TO HAVE
NEWSPAPER BOXES REMOVED FROM THE SITE.
5.REMOVE DEMOLITION DEBRIS FROM THE WORK SITES AT THE END OF EACH DAY AND DISPOSE OF IT AT LEGALLY APPROVED SITES.
6.UNLESS OTHERWISE SPECIFIED ON THE SITE PLANS, EXISTING PEDESTRIAN LIGHT POLE FOUNDATIONS DESIGNATED TO BE REMOVED SHALL BE TAKEN OUT ENTIRELY. ELECTRICAL CONNECTORS SHALL BE
REMOVED FROM THE CONDUITS FROM HAND-HOLE TO THE EXISTING FOUNDATION. IF THE CONDUIT IS EXPOSED, REMOVE IT FROM FOUNDATION TO THE HANDHOLE, OTHERWISE CAP OR PLUG AND ABANDON IN
PLACE. PLUG CONDUIT HOLE AT HAND-HOLE. IF SPECIFIED ON THE SITE PLANS FOR AN ELECTRICAL HANDHOLE TO BE REMOVED, DE-ENERGIZE AND REMOVE ELECTRICAL CONDUCTORS ALL THE WAY TO THE
SOURCE, ABANDON THE CONDUIT IN PLACE AND CAP ITS ENDS WITH EPOXY. THEN, REMOVE THE HANDHOLE AND RESTORE SITE TO MATCH EXISTING.
7.SAWCUT PAVEMENT TO BE REMOVED TO STRAIGHT VERTICAL LINES. SIDEWALK PANELS SHALL BE REMOVED TO THE NEAREST SCORE-LINES OR CONSTRUCTION JOINTS. FIELD-VERIFY LOCATION OF SCORE-LINES
AND CONSTRUCTION JOINTS.
GENERAL SITE RESOTRATION NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB.
2.PROTECT EXISTING UTILITIES AND FEATURES WITHIN PROJECT LIMITS UNLESS NOTED OTHERWISE.
3.REMOVE SIDEWALK AND CURB AND GUTTER TO NEAREST JOINT.
4.FOR SIGN REMOVALS, SEE SIGNING AND STRIPING PLANS.
5.FOR DRAINAGE REMOVALS, SEE DRAINAGE PLANS.
6.FOR UTILITY REMOVALS, SEE UTILITY PLANS.
7.FOR SIGNAL REMOVALS, SEE SIGNAL PLANS.
8.FOR LIGHTING REMOVALS, SEE LIGHTING PLANS.
9.FOR ELECTRICAL REMOVALS, SEE ELECTRICAL PLANS.
10.CHANNELIZATION REMOVALS OUTSIDE OF SAWCUT LIMITS ARE SHOWN ON THE SITE PREPARATION PLANS. CHANNELIZATION WITHIN SAWCUT LIMITS ARE ASSUMED TO BE INCLUDED WITH PAVEMENT REMOVALS.
TREE PROTECTION NOTES
1.WORK WITHIN THE TPZ SHALL BE PERFORMED IN ACCORDANCE WITH THE TEMPORARY TREE PROTECTION SPECIFICATIONS AND THE APPROVED PROTECTED TREE & PLANT MAINTENANCE PLAN.C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.00PLOTTED: Nov 05, 2021-12:38:14pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SITE PREPARATION
GENERAL NOTES
1C4.00
A. VILLAR
C. WILCOX
S. FORMAN
89
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000 569600-0065 569600-0120 569600-0080 569600-0055 569600-0030724330-0000 569600-0200 10+0011+0010+00
11+00 12+00 13+00 14+00
//////////////////////////////////////2ND 10+32.61, 10.55' LT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.01PLOTTED: Nov 05, 2021-12:41:00pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S 2ND STRENTON TRANSIT CENTER(2ND-LINE)RENTON SEGMENT
SITE PREPARATION PLAN
2ND 11+00 TO LOG 14+50
1C4.01
A. VILLAR
C. WILCOX
S. FORMAN
2 LANE LINE
LOGAN AVE S
(LOG-LINE)
90
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
569600-0030
784180-0025
172610-0000
784180-0005
000720-0060
784180-0015
000720-0060
11+0012+0013+0014+0015+0016+00
10+00
11+00//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////MOR 10+99.05, 0.00' T
MOR 10+99.03, 30.02' LT
MOR 10+57.33, 41.65' LT
MOR 10+59.74, 30.00' LT
MOR 10+99.04, 19.92' LT
2ND 13+50.97, 48.73' LT
2ND 13+51.02, 43.73' LT
2ND 13+57.40, 23.78' LT
2ND 13+57.18, 1.57' LT2ND 13+62.18, 1.59' LT
2ND 13+62.40, 23.82' LT
2ND 13+92.35, 43.58' LT
MOR 10+60.20, 0.03' LT
MOR 10+49.97, 35.31' RT
MOR 10+49.92, 30.31' RT 9.0'9.0'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.02PLOTTED: Nov 05, 2021-12:43:58pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 2ND ST
MORRIS AVE S(2ND-LINE)(MOR-LINE)RENTON SEGMENT
SITE PREPARATION PLAN
2ND 16+00 TO 2ND 11+00
1C4.02
A. VILLAR
C. WILCOX
S. FORMAN
2 CURB AND GUTTER
2 LANE LINE
2002
2004
2005
2LANE LINE
3
3
2CROSSWALK
3
91
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
784180-0085
16+0017+0018+0019+0020+00
21+00
//////////////////////////////////
////
//
/
///////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////2ND 16+65.04, 60.09' LT
2ND 16+79.02, 60.00' LT
2ND 16+92.89, 105.15' LT
2ND 17+38.44, 60.00' LT
2ND 17+47.07, 59.99' LT
2ND 16+65.03, 49.01' LT
2ND 17+47.19, 48.99' LT
2ND 20+55.31, 46.64' LT
2ND 20+55.45, 49.59' LT
2ND 20+55.94, 59.16' LT
2ND 20+52.50, 59.37' LT
2ND 20+49.41, 62.51' LT
2ND 20+46.27, 97.00' LT
2ND 20+37.54, 96.11' LT
2ND 19+84.12, 61.05' LT
2ND 19+81.79, 44.86' LT
2ND 19+81.63, 49.86' LT
2ND 19+83.58, 74.11' LT
2ND 19+89.08, 81.47' LT
2ND 19+90.55, 81.53' LT
2ND 19+97.25, 98.48' LT
2ND 19+87.05, 2.53' LT
2ND 19+90.90, 24.76' LT
2ND 19+92.03, 2.82' LT
2ND 19+86.02, 24.58' LT
2ND 19+68.37, 23.80' RT
2ND 19+68.53, 33.56' RT
2ND 20+01.57, 33.16' RT
2.9'7.3'2.0'2ND 20+01.45, 23.29' RT
3.1'7.2'2.0'7.5'10.5'7.0'7.0'13.1'9.3'
7.6'
2ND 19+84.91, 37.53' LT
2ND 17+28.92, 103.78' LT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.03PLOTTED: Nov 05, 2021-12:46:58pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 2ND ST
SHATTUCKAVE SWHITWORTHAVE S(2ND-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
2ND 21+00 TO 2ND 16+00
1C4.03
A. VILLAR
C. WILCOX
S. FORMAN
2 CURB AND GUTTER
2CURB AND GUTTER
2 CURB AND GUTTER
2CURB AND GUTTER
2 CURB AND GUTTER
3
1 FENCE
3
1FENCE 1 BUILDING AND SIGN
1 FENCE
3
1BUILDING
1 BUILDING AND AWNING
1 LANDSCAPE
2038
2034
2033 2030
2CROSSWALK
2 LANE LINE
3
92
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
722950-0072
0007200188
000720-0060
21+00
22+00
23+0024+0025+0026+00
2ND 20+55.31, 46.64' LT
2ND 20+55.45, 49.59' LT
2ND 20+55.94, 59.16' LT
2ND 20+52.50, 59.37' LT
2ND 20+49.41, 62.51' LT
2ND 20+46.27, 97.00' LT
2ND 20+37.54, 96.11' LT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.03APLOTTED: Nov 05, 2021-12:50:05pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 2ND ST
(2ND-LINE)LAKE AVE S1 BUS SHELTER AND AMENITIES
RENTON SEGMENT
SITE PREPARATION PLAN
2ND 26+00 TO TO 2ND 21+00
1C4.03A
A. VILLAR
C. WILCOX
S. FORMAN
93
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000784180-0195 783980-0016 783980-0035 784180-0185 784180-0183 784080-0005
784080-0010 784180-0165 13+0014+0015+0012+00 13+00 14+00 15+00
15+56
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
MOR 15+22.32, 0.63' RT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.04PLOTTED: Nov 05, 2021-12:53:06pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S 3RD STMORRIS AVE S (3RD-LINE)RENTON SEGMENT
SITE PREPARATION PLAN
MOR 11+30 TO MOR 15+56
1C4.04
A. VILLAR
C. WILCOX
S. FORMAN
2024
2007 2008
2021
20222023
2014
2013
2009 2010 2011 2012
2016
2017
2018
2019
2020
2015
2 LANE LINE
(MOR-LINE)
94
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
000720-0165
000720-0124
000720-0199
000720-0101
182305-9063 15+0016+0017+0025+0026+0027+0028+0029+0029+66
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.04BPLOTTED: Nov 05, 2021-12:56:09pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 3RD ST
(3RD-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
3RD 29+66 TO 3RD 25+00
1C4.04B
A. VILLAR
C. WILCOX
S. FORMAN
1BUS SHELTER AND AMENITIESRAIN
IER
AVE
S
(RA
I
-L
INE
)
95
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
182305-9118
182305-9189
182305-9169 000720-0209
22+00 23+00 24+00 25+00 26+00 27+00
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.04CPLOTTED: Nov 05, 2021-12:59:07pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
RAINIER AVE S
(RAI-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
RAI 22+00 TO RAI 27+00
1C4.04C
A. VILLAR
C. WILCOX
S. FORMAN
1BUS SHELTER AND AMENITIES
1BUS SHELTER AND AMENITIES
96
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
192305-9101192305-9102 192305-9103
192305-9032
18+29 17+0018+0010+00
11+00 12+00 13+00
14+00/////////////////////////////
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LAK 17+12.57, 54.62' LT
LAK 17+36.89, 14.37' LT
LAK 16+75.44, 13.75' LT
LAK 16+76.05, 19.29' LT
LAK 16+76.66, 24.75' LT
R9
6
.
0
0
GRA 14+43.87, 41.17' RT
GRA 14+53.08, 54.69' RT
GRA 14+43.93, 51.92' RT
5
.
0
'
LAK 16+97.41, 27.74' LT
LAK 17+03.83, 30.83' LTR3
4
.
5
0
R24.50
GRA 10+21.88, 26.50' LT
GRA 11+70.32, 26.50' LT
GRA 10+37.38, 29.66' RT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.05PLOTTED: Nov 05, 2021-01:01:53pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAYLAKE AVE S(LAK-LINE)
(GRA-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
GRA 10+00 TO GRA 14+00
1C4.05
A. VILLAR
C. WILCOX
S. FORMAN
2CURB
2 CURB & GUTTER
1 TRANSMISSION POLE
2TRAFFIC ISLANDS
3
2043
2 LANE LINE
97
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
192305-9043
192305-9096
192305-9032
14+00 15+00 16+00
17+00
18+00
19+00
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GRA 15+20.24, 26.50' LT
GRA 15+15.16, 83.77' LT
GRA 15+03.51, 84.01' LT
GRA 15+57.09, 26.50' LT
GRA 15+60.16, 85.89' LT
GRA 15+78.66, 85.40' LT
GRA 15+81.81, 85.30' LT
GRA 16+09.41, 59.50' LT GRA 17+84.01, 59.50' LT
GRA 17+83.99, 67.00' LT
GRA 18+30.59, 67.00' LT
GRA 18+30.57, 59.50' LT
GRA 14+43.87, 41.17' RT
GRA 15+10.45, 27.29' RT
GRA 15+00.69, 99.49' RT
GRA 14+97.55, 78.63' RT
GRA 14+83.12, 64.27' RT
GRA 14+65.71, 54.74' RT
GRA 14+53.08, 54.69' RT
GRA 14+43.93, 51.92' RT
GRA 15+51.68, 89.83' RT
GRA 15+70.29, 65.53' RT
GRA 15+83.83, 55.39' RT
GRA 15+77.53, 64.50' RT
GRA 15+85.84, 58.22' RT
GRA 16+09.87, 54.66' RT
GRA 16+19.26, 52.75' RT
GRA 16+19.18, 41.09' RT
GRA 15+57.60, 27.25' RT
5.0'
5.5'
GRA 15+00.06, 75.74' LT
GRA 14+69.15, 53.00' LT
R
3
1
.
5
0
3.0'
6.0'
11.5'
5.4'
2.5'3.0'
2.5'
3.0'13.5'5.0'6.0'12.7'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.06PLOTTED: Nov 05, 2021-01:04:53pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAY
SHATTUCK AVE S(GRA-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
GRA 14+00 TO GRA 19+00
1C4.06
A. VILLAR
C. WILCOX
S. FORMAN
2CURB & GUTTER
2 FENCE
2 CURB
2 CURB & GUTTER
2FENCE
2CURB
2 CURB
2TRAFFIC ISLANDS
2 CURB
2 TRAFFIC ISLANDS
2 CURB & GUTTER
2CURB & GUTTER
3
3
2039
2040
2044
2041 2042
2045
2046 2047 2048
2049 2050
2052
2053
2051
2 CROSSWALK
2CROSSWALK
2 LANE LINE
2 LANE LINE
1 TRANSMISSION POLE
3
98
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
192305-9070
192305-9023
192305-9070
19+00
20+00 21+00 22+00 23+00
24+00
S
G
R
A
D
Y
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GRA 18+30.57, 59.50' LT
GRA 19+53.45, 59.50' LT
GRA 19+53.43, 67.00' LT GRA 20+05.12, 67.00' LT
GRA 20+05.10, 59.50' LT
GRA 21+98.77, 59.50' LT
GRA 22+17.05, 62.91' LT GRA 22+81.85, 63.00' LT
GRA 22+81.86, 58.29' LT
GRA 23+31.04, 17.96' LT
GRA 22+57.43, 41.18' RT13.2'6.1'GRA 22+49.90, 60.91' RT3.0'7.0'GRA 22+79.51, 26.50' LT
GRA 22+61.18, 68.18' RT
GRA 23+62.74
65.41' RT
GRA 24+41.52, 60.75' LT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.07PLOTTED: Nov 05, 2021-01:07:55pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAY
(GRA-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
GRA 19+00 TO GRA 24+00
1C4.07
A. VILLAR
C. WILCOX
S. FORMAN
2 FENCE
3
2 FENCE 2 CURB2CURB
2 CURB
2 CURB & GUTTER
5 SIGN
2054 2055
2056
2057
2058 2059 2060 2061 2062 2063
2093
2090 2089
2088
2087
2064
2065 2066 2067
2068
2 LANE LINE
2 LANE LINE
2 CURB
2 CURB & GUTTER
4BUS SHELTER AND AMENITIES
99
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000915460-0005 915460-0010
192305-
9
0
2
3
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00
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GRA 24+80.08, 31.38' LT3.0'6.0'GRA 24+70.27, 91.12' LT
GRA 24+80.16, 77.97' LT
GRA 24+63.59, 91.00' LT
GRA 24+57.23, 71.72' LT
GRA 24+54.82, 22.77' LT
GRA 25+04.54, 27.53' RT
TAL-B 10+32.23, 75.76' LT
3.0'3.9'
TAL-B 10+45.45, 76.19' LT
TAL-B 10+70.21, 55.50' LT
TAL-B 10+97.42,
61.34' LT
TAL-B 10+31.78, 34.50' LT
TAL-B 13+67.42, 68.50' LT
TAL-B 13+58.02, 71.54' LT
4.8'
5.4'
TAL-B 13+96.22, 68.24' LT
TAL-B 13+91.08, 59.14' RT 5.0'TAL-B 14+03.08, 58.72' RT5.0'TAL-B 11+21.07, 75.79' RT
TAL-B 11+71.25, 65.02' RT4.0'4.0
'
TAL-B 12+12.35, 48.10' RT11.9'R16.50
GRA 24+41.52, 60.75' LT
TAL-B 12+64.29, 25.33' RT
TAL-B 12+48.79, 49.56' RT
TAL-B 12+59.55, 49.55' RT
6.3'6.0'TAL-B 14+47.32, 46.25' RT
TAL-B 10+47.44, 23.12' RT
TAL-B 10+47.31, 35.12' RT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.08PLOTTED: Nov 05, 2021-01:11:04pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S GRADY WAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)RENTON SEGMENT
SITE PREPARATION PLAN
GRA 24+00 TO TAL-B 14+00
1C4.08
A. VILLAR
C. WILCOX
S. FORMAN
2070
2069
2083
2085
2086
2084 2095 2098
5R
2072
2073
2074
2075
2076
2077
2078
2079
2080
2081
2082
2140
2139
2138
2137
20962CROSSWALK
2LANE LINE
2CURB
2TRAFFIC ISLANDS
2LANE LINE2LANE MARKING 2 LANE MARKING
2LANE MARKING
2LANE LINE
2 CURB & GUTTER
2CURB
2TRAFFIC ISLANDS
2 CURB & GUTTER
3
3
2 CURB
3 3 3
3
3
3
3
3
2462
100
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
192305-9094
202305-9007
192305
-
9
0
2
3
14+00
15+00
16+00
17+00
18+00/////
/
/
/
/
/
//
//
//
//
//
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//
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/
/////////////////////
/
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//////////////////////////////////////////
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TAL-B 13+91.08, 59.14' RT5.0'TAL-B 14+03.08, 58.72' RT5.0
'
5.7'
5.2'
TAL-B 14+15.04, 78.53' LT
TAL-B 14+31.09, 54.78' LT
TAL-B 14+34.27, 59.50' LT
TAL-B 17+01.57, 98.24' LT 5.5'
15.6'
TAL-B 16+97.73, 27.97' LT
TAL-B 15+39.92, 75.29' RT
TAL-B 15+85.71, 79.73' RT
TAL-B 16+74.39, 60.19' RT
TAL-B 16+52.67, 60.20' RT
TAL-B 17+78.22, 60.20' RT
TAL-B 17+99.99, 60.20' RT
TAL-B 15+27.56, 52.72' RT
TAL-B 15+27.35, 28.50' RT
TAL-B 16+53.45, 59.50' LT
TAL-B 14+48.23, 15.20' LT
TAL-B 14+58.01, 45.79' RT
TAL-B 14+47.32, 46.25' RT6.0'6.0'
TAL-B 16+86.55, 54.24' LT
TAL-B 14+03.83, 88.24' LT
TAL-B 15+43.08, 26.24' LT
TAL-B 15+35.37, 26.39' LT4.0'4.0'TAL-B 17+21.14, 89.21' LT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.09PLOTTED: Nov 05, 2021-01:14:05pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-B-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
TAL-B 14+00 TO TAL-B 18+50
1C4.09
A. VILLAR
C. WILCOX
S. FORMAN
2136
2135
2134
2133
2132
2131
2130
2129
2128
2097
2100 2101 2102
2103
2104
6R
2105
2 CURB & GUTTER
2 LANE LINE
2 CURB
2 TRAFFIC ISLAND
2 CURB
2 CURB & GUTTER
6BUS SHELTER AND AMENITIES
3 3
3
3
3
3
3
2460
3
2461
3
32459
3
6 RELOCATE FEATURE BY OTHERS (METRO)
2099X
101
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
202305-9008
192305-9001 723160-0595 19+00 20+00 21+00 22+00 23+00
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//
//
//
//
//
//
/
/
/
/
/
/
/
//////////////////////////////////////////////
///////////////////////////////////////////////////////////////////////////////////////////TAL-B 22+46.23, 33.39' RT
TAL-B 22+53.61, 115.58' RT
3.0'
5.8'7.3'
TAL-B 22+40.09, 116.61' RTR29.50TAL-B 22+33.97, 83.86' RTTAL-B 20+26.56, 58.20' RT
TAL-B 19+87.11, 58.20' RT
TAL-B 21+15.27, 20.57' RT
TAL-B 21+48.58, 10.44' RT
TAL-B 22+37.07, 108.39' RT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.10PLOTTED: Nov 05, 2021-12:35:47pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
I
-405
SB
OFF
-RAMP
(TAL-B-LINE)S RENTON VILLAGE PLRENTON SEGMENT
SITE PREPARATION PLAN
TAL-B 18+50 TO TAL-B 23+50
1C4.10
A. VILLAR
C. WILCOX
S. FORMAN
7R 8R 9R 10R 11R 17R
21112110
2114
21132112
2115
2116
2 CURB & GUTTER
2 CURB
2 TRAFFIC ISLAND
2LANE LINE
2 CROSSWALK
3
3 3
3
3
2117
3
2118
3 3 3 3 3 3
2106 2107 2108
2109
3
12RX 13RX
14R
3
102
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
722200-0250
722200-0010
722200-0245
33+00 34+00 35+00 36+00 37+00 38+00
TAL-B 34+86.48, 37.95' RT
TAL-B 35+06.46, 37.04' RT
7.5'7.5'TAL-B 34+89.34, 45.33' RT
TAL-B 35+04.30, 44.65' RT4.8'4.7'TAL-B 37+20.42, 30.31' LTTAL-B 37+00.42, 30.44' LT
TAL-B 37+01.99, 43.45' LT
TAL-B 37+20.48, 43.35' LT
5.0'5.1'8.0'8.0'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.11PLOTTED: Nov 05, 2021-12:38:19pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
TAL-B 33+00 TO TAL-B 38+00
1C4.11
A. VILLAR
C. WILCOX
S. FORMAN
22R 24R
7899
23R
7900
2141
2143
2142
2144
1 CURB & GUTTER
1 CURB & GUTTER
1BARRIER
3 33
103
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
7229
2
8-
0
1
0
0
7222
0
0-
0
1
6
3
8557
0
0-
0
1
4
0
855700-0010 8557
0
0-
0
0
2
0
3023
0
5-
9
0
7
3
24+00 25+00 26+00 27+00 28+00
29+00
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TAL-21 25+56.44, 48.04' RT
TAL-21 25+65.90, 43.39' RT
TAL-21 25+76.67, 42.32' RT
TAL-21 25+70.62, 30.00' RT
TAL-21 25+86.32, 30.00' RT
TAL-21 25+86.71, 17.75' RT9.3'4.9'6.8'TAL-21 25+36.57, 7.54' RT
TAL-21 25+49.85, 9.86' LT
TAL-21 25+34.97, 38.70' LT
TAL-21 25+86.88, 8.40' RT
TAL-21 26+10.72, 17.83' LT8.0'5.6'13.0'TAL-21 25+42.09, 42.37' LT
TAL-21 25+58.57, 44.01' LT
TAL-21 25+86.54, 33.82' LT
R30.00TAL-21 26+04.62, 36.65' LT
TAL-21 26+15.74, 36.79' LT
TAL-21 28+29.99, 18.34' RT
TAL-21 28+34.89, 18.87' RT
TAL-21 28+34.89, 35.00' RTTAL-21 27+72.89, 35.58' RT
TAL-21 27+76.11, 20.36' RT
TAL-21 27+71.27, 21.40' RT 3.0'3.0'6.5'6.9'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.12PLOTTED: Nov 05, 2021-12:41:01pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S S 23RD
ST
(TAL-21-LINE)TALBOT CREST
DR
S
RENTON SEGMENT
SITE PREPARATION PLAN
TAL-21 24+00 TO TAL-21 29+00
1C4.12
A. VILLAR
C. WILCOX
S. FORMAN
27R
26R
25R
2CROSSWALK
2CROSSWALK
2CURB & GUTTER
2CURB & GUTTER
2 FENCE
3
3
2 CURB & GUTTER
1 ROCK WALL
104
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
302305-9029
302305-9116302305-9114
302305-9115
302305-9030
302305-9019
948575-TR
C
T
54+00 55+00 56+00 57+00 58+00
59+00
//////////////////////////
TAL-21 57+36.25, 15.14' RT
TAL-21 57+41.25, 15.53' RT
TAL-21 57+41.36, 32.00' RTTAL-21 56+81.24, 32.00' RT
TAL-21 56+81.02, 16.72' RT
TAL-21 56+86.01, 16.14' RT
TAL-21 56+23.11, 34.85' LT
TAL-21 56+23.17, 24.79' LT
TAL-21 56+28.20, 19.88' LT
TAL-21 56+45.11, 34.97' LT
TAL-21 56+45.17, 25.05' LT
TAL-21 56+40.20, 19.94' LT
TAL-21 56+98.95, 11.96' RT
3.5'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.13PLOTTED: Nov 05, 2021-12:43:47pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)S 32ND STRENTON SEGMENT
SITE PREPARATION PLAN
TAL-21 54+00 TO TAL-21 59+00
1C4.13
A. VILLAR
C. WILCOX
S. FORMAN
28R
29R
30R
3
3
3
2 CURB
1 CURB & GUTTER
105
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
855860-0035 855860-0040
302305-9040
302305-9044
855860-0125 855860-0130 855860-0135
302305-9109
71+00 72+00 73+00 74+00 75+00 76+00
////////////////////////////////////////////////////////////////////////////////////////////////////////
//
/
/
/
/////////////////////////////////////////////////////////////////////TAL-21 72+59.49, 72.05' LT
TAL-21 72+47.50, 58.41' LT
TAL-21 72+48.99, 46.30' LT
TAL-21 72+80.12, 75.24' LT
TAL-21 73+01.96, 55.39' LT
TAL-21 73+15.38, 34.64' LT
TAL-21 71+59.01, 23.48' LT
TAL-21 71+59.01, 4.98' LT
TAL-21 71+75.51, 4.98' LT
TAL-21 71+75.51, 8.98' LT
TAL-21 72+42.55, 8.98' LT
TAL-21 72+42.56, 12.98' LT TAL-21 73+82.93, 12.98' LT
TAL-21 73+82.93, 20.32' LT
TAL-21 73+82.93, 30.00' LT
TAL-21 71+66.73, 35.00' LT TAL-21 72+50.39, 35.00' LT
TAL-21 73+59.94, 12.52' RT
TAL-21 73+59.15, 49.01' RT
TAL-21 73+66.15, 49.16' RT
TAL-21 73+72.64, 49.30' RT
TAL-21 73+73.00, 33.02' RT
TAL-21 75+27.89, 36.16' RT
TAL-21 74+53.65, 35.66' RT
TAL-21 74+42.96, 33.03' RT
TAL-21 75+35.02, 43.31' RT
TAL-21 75+37.70, 52.87' RT
TAL-21 75+43.93, 52.88' RT
TAL-21 75+48.88, 52.89' RT
TAL-21 75+54.45, 52.90' RT
TAL-21 75+54.26, 12.54' RT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.14PLOTTED: Nov 05, 2021-12:46:37pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD SS 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
TAL-21 71+00 TO TAL-21 76+00
1C4.14
A. VILLAR
C. WILCOX
S. FORMAN
32R
31R
2145
2 CURB & GUTTER
3
1POLE
5 MAILBOX
2FENCE
1POLE
106
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
76168
0
-
0
0
3
0
76168
0
-
0
0
1
0
88576
7
-
0
0
2
0
31230
5
-
9
1
3
4
312305-9025 86+00 87+00 88+00 89+00 90+00 91+00
////////////////////////////////////////////////////////////////////////////////////////////////////
TAL-21 89+31.28, 7.00' LT
TAL-21 89+31.28, 7.00' RT
TAL-21 89+13.50, 22.12' RT
TAL-21 88+87.28, 6.98' LT
TAL-21 88+87.27, 14.99' RTTAL-21 88+28.24, 22.04' RT
15.0'7.0'TAL-21 89+30.30, 37.62' RT
TAL-21 89+13.16, 39.99' RT4.0'8.0'TAL-21 88+23.24, 22.61' RT
4.9'12.5'TAL-21 88+23.25, 40.00' RT
TAL-21 88+08.28, 21.92' LT 7.0'5.5'10.0'TAL-21 88+08.28, 37.42' LT
TAL-21 88+91.28, 21.92' LT 7.0'7.5'TAL-21 88+96.30, 30.00' LT
7.5'17.0'
TAL-21 88+79.28, 37.42' LT
17.8'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.15PLOTTED: Nov 05, 2021-12:49:34pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
TAL-21 86+00 TO TAL-21 91+00
1C4.15
A. VILLAR
C. WILCOX
S. FORMAN
2146 2147
2148
2149 2150
2151
2152
2157
2156 2155
2154
2153
2 CROSSWALK
2 CROSSWALK
3
3 3
3
3
3
3
3333
2CURB & GUTTER
2 CURB & GUTTER
1 WALL
1 WALL
4 BUS SHELTER, AMENITIES, AND CURB PAINT
1 RRFB
1RRFB
4BUS SHELTER, AMENITIES, AND CURB PAINT
2RAILING & WALL
107
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
3
2
2
3
0
5
-
9
0
8
1
3
2
2
3
0
5
-
9
1
5
6
3
2
2
3
0
5
-
9
0
7
9
32230
5
-
9
0
7
9
32
+
0
0
33+0
0
34+00 35+00
36+00
CAR 33+53.10, 22.72' LT6.3'8.6'6.3'CAR 33+36.37, 22.72' LT
CAR 33+64.21, 22.35' RT
CAR 33+81.28, 22.43' RT
6.3'6.5'1.5'6.2'4.6'CAR 33+30.84, 37.63' LT
CAR 33+54.42, 37.62' LT
CAR 33+82.47, 34.95' RTCAR 33+66.91, 34.85' RT 8.6'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.16PLOTTED: Nov 05, 2021-12:52:23pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
SE CARR RDMILL AVE SWELLS AVE S(CAR-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
CAR 32+00 TO CAR 36+50
1C4.16
A. VILLAR
C. WILCOX
S. FORMAN
2158
3
1 CURB & GUTTER
1 CURB & GUTTER
1 RAILING & STEM WALL
108
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
322305-9299
322305-9053
322305-9237
322305-9299
322305-9040
292305-9151
43+00
44+00
45+00 46+00
47+00
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.17PLOTTED: Nov 05, 2021-12:55:14pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
SE CARR RD
105TH PL SE(CAR-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
CAR 42+50 TO CAR 47+50
1C4.17
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
109
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
322305-9063 29230
5
-
9
1
5
8
29230
5
-
9
1
9
8
48+00
49+00
50+00 51+00
52+00
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.18PLOTTED: Nov 05, 2021-12:58:07pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'106TH PL SESE CARR RD
(CAR-LINE)106TH PL SERENTON SEGMENT
SITE PREPARATION PLAN
CAR 47+50 TO CAR 52+50
1C4.18
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
110
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
292305-9198 322305-9063 322305-9063322305-9120
0+00
1+00 2+00 3+00 4+00
54+10
53+0054+00C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.19PLOTTED: Nov 05, 2021-01:00:44pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE CARR RDSE PETROVITSKY RDBENSON DR S
(SR 515)(CAR-LINE)RENTON SEGMENT
SITE PREPARATION PLAN
CAR 52+50 TO 108TH 4+00
1C4.19
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
111
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
322305-9016 322305-9065
4+00 5+00 6+00 7+00 8+00 9+00
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.20.dwg | Layout: 1C4.20PLOTTED: Nov 05, 2021-01:05:31pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Kent.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
108TH 4+00 TO 108TH 9+00
1C4.20
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
112
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
322305-9106
074090-0120
074050-0005 074090-0110 322305-9361 322305-9065
13+00 14+00 15+00 16+00 17+00 18+00
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.20.dwg | Layout: 1C4.21PLOTTED: Nov 05, 2021-01:08:33pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Kent.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
108TH 13+00 TO 108TH 18+00
1C4.21
A. VILLAR
C. WILCOX
S. FORMAN
40
2172
41
42
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
113
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
322305-9070
322305-9082
911710-0160
322305-9135
322305-9111
28+00 29+00 30+00 31+00 32+00 33+00
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//
//
//
/
/
/
/
/
///////////////////////3.0'108TH 29+61.11, 30.00' LT10.0'5.0'108TH 30+21.10, 45.02' LT
108TH 30+32.52, 41.03' LT
108TH 30+82.85, 29.57' LT3.0'108TH 31+07.85, 30.06' LT5.0'5.0'108TH 30+75.59, 40.00' LT
108TH 30+84.92, 40.00' LT
108TH 30+53.85, 29.54' RT
108TH 30+48.85, 38.04' RT
3.0'8.0'108TH 30+48.85, 30.03' RT
108TH 30+86.08, 38.04' RT
108TH 31+11.73, 46.04' RT
108TH 31+46.22, 46.05' RT
108TH 31+91.23, 91.48' RT
108TH 31+92.70, 138.45' RT
108TH 32+07.19, 137.99' RT
108TH 32+04.71, 58.51' RT
108TH 32+09.71, 58.35' RT
108TH 32+08.71, 26.54' RT
108TH 31+93.05, 59.51' RT
108TH 30+90.25, 65.85' RT
108TH 31+01.65, 66.73' RT9.0'108TH 29+66.11, 29.48' LT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.20.dwg | Layout: 1C4.22PLOTTED: Nov 05, 2021-01:11:37pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Kent.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STRENTON SEGMENT
SITE PREPARATION PLAN
108TH 28+00 TO 108TH 33+00
1C4.22
A. VILLAR
C. WILCOX
S. FORMAN
43R
44R
45R
46R
2174
2181
2191
2182
2190
2183
2184
2185
2189
2186
2188
2187
2456
2455
2457
2458
2454
2453
2451
2452
2450
2CURB & GUTTER
1 FENCE
2 CURB & GUTTER
2 FENCE
2 CURB
2LANE LINE
1BUSINESS SIGN
4 BUS STOP & AMENITIES
3
2176
21772178
2175
1 FENCE & GATE
3 3
3
3
3
3
3
1FENCE
1POLE
1 POLE
ALL EXISTING TREES IN THIS AREA TO BE
PRESERVED AND PROTECTED
114
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE AS NOTED BASED ON
PROPERTY OWNER NEGOTIATIONS
NOTES
SITE PREP NOTES
SITE PREP LEGEND
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
SAW, FULL DEPTH
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
REMOVE TREE
TREE PROTECTION ZONE (TPZ)
TREE PROTECTION FENCE
TREE TAG IDENTIFICATION NUMBER
////////
0000
322305-9035
662340-0101 662340-0107
662340-0170 662340-0183
52+00 53+00 54+00 55+00 56+00 57+00
//////////////////////////////////////////////////////////////////////////////////108TH 53+33.59, 29.43' LT3.0'8.4'108TH 53+33.59, 43.43' LT
5.6'108TH 54+65.44, 26.43' LT
108TH 54+62.44, 64.86' LT
3.0'5.4'
108TH 54+41.50, 43.93' LT
108TH 54+54.94, 64.77' LT
C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.20.dwg | Layout: 1C4.23PLOTTED: Nov 05, 2021-01:14:40pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Kent.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)SE 192ND ST(108TH-LINE)CITY OF KENTSEE VOLUME 2
FOR CITY OF KENT
IMPROVEMENTS
RENTON SEGMENT
SITE PREPARATION PLAN
108TH 52+00 TO 108TH 57+00
1C4.23
A. VILLAR
C. WILCOX
S. FORMAN
2CURB & GUTTER
4 BUS SHELTER, AMENITIES, AND CURB PAINT 1BUSINESS SIGN
1CURB
1BOLLARD
CITY OF RENTON1POLE
115
PAVING GENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO THE FACE OF
CURB.
2.SEE INTERSECTION GRADING & CURB RAMP PLANS FOR INFORMATION
AT CURB RETURNS AND CURB RAMP GRADING.
3.SEE STATION PLANS FOR DETAILS AT METRO STATIONS.
4.SEE SIGNING AND STRIPING PLANS FOR CROSSWALK AND STOP BAR
LOCATIONS.
5.SEE SITE PREPARATION PLANS FOR REMOVAL OR MODIFICATION OF
EXISTING METRO STATION ASSETS.
6.SEE ROADWAY TYPICAL SECTIONS FOR PAVEMENT THICKNESSES.
7.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL AND
FENCE ON TOP OF RETAINING WALL.
8.SEE STATION PLANS FOR LIMIT AND TYPE OF PEDESTRIAN GUARDRAILS
AND BOLLARDS.
9.SEE CIVIL DETAILS FOR INFORMATION RELATED TO MEDIAN ISLANDS.
10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING DETAILS.
11.SEE LANDSCAPE PLANS FOR PLANTING DETAILS
12.SEE DRAINAGE PLANS FOR STORM DRAIN IMPROVEMENTS.
13.SEE UTILITY PLANS FOR UTILITY MODIFICATIONS. ALL UTILITIES WITHIN
THE PAVING LIMITS SHALL BE ADJUSTED TO FINISHED GRADE.
14.SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.
15.SEE ILLUMINATION PLANS FOR LIGHTING MODIFICATIONS.
16.SEE ITS PLANS FOR COMMUNICATIONS IMPROVEMENTS.
17.SEE ELECTRICAL PLANS FOR ELECTRICAL IMPROVEMENTS.
18.WHEN MATCHING EXISTING CURBS OR SIDEWALKS, FIELD VERIFY AND
ADJUST MATCH LOCATION TO NEAREST CURB OR SIDEWALK JOINT.C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.00PLOTTED: Nov 16, 2021-04:14:41pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
PAVING
GENERAL NOTES
1C2.00
116
A. VILLAR
C. WILCOX
S. FORMAN
10+0011+0010+00
11+00 12+00 13+00 14+00 569600-0065 569600-0120 569600-0080 569600-0055 569600-0030724330-0000 569600-0200 EX ROW
EX ROW
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.01PLOTTED: Nov 16, 2021-04:17:27pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)1S1.02
RENTON SEGMENT
PAVING PLAN
2ND 11+00 TO LOG 14+50
1C2.01
117
A. VILLAR
C. WILCOX
S. FORMAN
1S1.01
11+0012+0013+0014+0015+0016+00
10+00
11+00569600-0030
784180-0025
172610-0000
784180-0005
000720-0060
784180-0015
000720-0060
1
4 EX ROW
EX ROW
C
4
MOR 10+43.58, 0.00'MOR 10+43.36, 41.32' LT
MOR 10+99.05, 0.00'
MOR 10+48.36, 41.41' LT
END 1MOR 10+49.97, 35.31' RT
MOR 10+49.92, 30.31' RT
MOR 10+99.04, 19.92' LT
BEGIN1 9.0'10.1'9.0'5.0'
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.02PLOTTED: Nov 16, 2021-04:20:17pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 2ND ST
MORRIS AVE S(2ND-LINE)
1C6.01
(MOR-LINE)RENTON SEGMENT
PAVING PLAN
2ND 16+00 TO 2ND 11+00
1C2.02
118
A. VILLAR
C. WILCOX
S. FORMAN
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
16+0017+0018+0019+0020+00
21+00
784180-0085
4
1
4
14
1
4
EX ROW
EX ROW
4 1
10
10C
14
1
2ND 17+47.26, 42.02' LT
2ND 17+47.18, 48.99' LT
BEGIN1
2ND 17+28.92, 103.78' LT
END1 2ND 16+92.89, 105.15' LT
BEGIN 1
2ND 16+65.03, 42.01' LT
2ND 16+65.03, 49.01' LT
END 1
2ND 19+97.25, 98.48' LT
BEGIN 1
2ND 20+55.45, 49.59' LT
BEGIN 1
2ND 19+81.63, 49.86' LT
END1
2ND 19+68.39, 20.72' RT
2ND 20+55.31, 46.64' LT
2ND 19+81.79, 44.86' LT
2ND 19+68.38, 23.80' RT
END1
2ND 20+01.45, 23.29' RT
BEGIN1
2ND 20+01.36, 20.35' RT
2ND 20+37.61, 96.11' LT
END1 11.0'8.1'
8.1'8.1'7.9'7.8'11.0'9.9'13.7'11.1'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.03PLOTTED: Nov 16, 2021-04:23:05pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 2ND ST
SHATTUCKAVE SWHITWORTHAVE S(2ND-LINE)
1C6.02
1C6.03
RENTON SEGMENT
PAVING PLAN
2ND 21+00 TO 2ND 16+00
1C2.03
119
A. VILLAR
C. WILCOX
S. FORMAN
13+0014+0015+0012+00 13+00 14+00 15+00
15+56784180-0195 783980-0016 783980-0035 784180-0185 784180-0183 784080-0005
784080-0010 784180-0165 EX ROW
EX ROW
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.04PLOTTED: Nov 16, 2021-04:25:52pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S 3RD STMORRIS AVE S
(MOR-LINE)
RENTON SEGMENT
PAVING PLAN
MOR 11+30 TO MOR 15+56
1C2.04
120
A. VILLAR
C. WILCOX
S. FORMAN
(3RD-LINE)
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
18+29 17+0018+0010+00
11+00 12+00 13+00
14+0013.0'8.5'192305-9101192305-9102 192305-9103
192305-9032
4
EX ROW
EX ROW
EX ROW
4
1
4
4 2
C
42
2 2
2
6.00'5.0'LAK 16+75.44, 13.75' LT
LAK 16+76.05, 19.29' LT
BEGIN 1
LAK 17+98.25, 15.65' LT
LAK 17+36.89, 14.37' LT
GRA 11+70.32, 38.50' LT
PC
R96.0'
R3780.5'
LAK 16+75.89, 17.82' LT
BEGIN 2' GUTTER TRANSITION
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END 2' GUTTER TRANSITION
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.05PLOTTED: Nov 16, 2021-04:28:34pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAYLAKE AVE S(LAK-LINE)
(GRA-LINE)
1C6.04
RENTON SEGMENT
PAVING PLAN
GRA 10+00 TO GRA 14+00
1C2.05
121
A. VILLAR
C. WILCOX
S. FORMAN
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
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DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
14+00 15+00 16+00
17+00
18+00
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4
4
1
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2
2 4
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1
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14
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AP
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AP
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AP
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PT
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AP
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GRA 17+92.13, 53.00' LT
END2
GRA 18+22.45, 53.00' LT
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PC
GRA 14+53.81, 49.69' RT
AP
GRA 19+61.58, 53.00' LT2
R30.0'
R3780.5'3.0'3.5'8.0'5.5'13.0'12.7'6.6'8.5'5.5'8.5'13.8'6.0'8.5'13.0'8.5'13.0'8.5'8.5'3.0'3.0'3.5'8.0'5.5'13.0'6.6'
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAY
SHATTUCK AVE S(GRA-LINE)
1C6.05
RENTON SEGMENT
PAVING PLAN
GRA 14+00 TO GRA 19+00
1C2.06
122
A. VILLAR
C. WILCOX
S. FORMAN
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
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CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
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DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
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CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
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CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
19+00
20+00 21+00 22+00 23+00
24+00
S
G
R
A
D
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192305-9070
192305-9023
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4
5 TYPE C2B
24
1
1
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4
9
1
4
EX ROW
4
2
2
4
3 1
9
1 341C
F
F
214
14
14
GRA 19+61.58, 53.00' LT
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BEGIN 2
GRA 21+98.77, 59.50' LT
END2
GRA 23+14.00, 53.00' LT
AP
GRA 23+23.75, 49.99' LT
AP
GRA 22+81.86, 57.47' LT
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GRA 23+85.79, 41.39' LT
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91
GRA 23+30.22, 39.73' LT
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1 9
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AP GRA 23+24.14, 39.50' LT
PT
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BEGIN
BEGIN 4:1 TAPER
1
GRA 22+96.35, 50.50' RT
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19 GRA 23+63.71, 39.89' RT
BEGIN3
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91
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BEGIN2
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PC
GRA 22+69.00, 68.22' RT
PT
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PC
GRA 22+81.06, 62.00' RT
PT
GRA 22+96.18, 62.00' RT
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GRA 23+55.25, 62.49' RT
BEGIN2
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GRA 23+69.52, 62.00' RT
AP
GRA 23+79.36, 65.00' RT
PC
GRA 23+79.50, 50.50' RT
R5.0'
R25.0'
GRA 22+17.05, 62.91' LT
END2
GRA 22+17.06, 53.00' LT
BEGIN2
GRA 22+62.52, 53.00' LT
BEGIN1
R3780.5'
R15.0'
30.0'3.0'3.5'8.0'5.5'13.0'3.0'3.5'8.0'5.5'13.0'45.0'10.5'11.0'10.5'11.0'11.0'10.5'3.0'12.0'6.6'5.5'8.0'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.07PLOTTED: Nov 16, 2021-04:33:54pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAY
(GRA-LINE)
1S1.09
1S1.10
RENTON SEGMENT
PAVING PLAN
GRA 19+00 TO GRA 24+00
1C2.07
123
A. VILLAR
C. WILCOX
S. FORMAN
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00915460-0005 915460-0010
192305-
9
0
2
3
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4
1 4
EX ROW
4
EX ROW
3
2
1
3
1
4
4
1
2
4
4
10
C2
2
2
2
4
4
14
4
TAL-B 10+31.78, 34.50' LT
TAL-B 12+30.53, 42.00' LT
PC
TAL-B 12+12.34, 36.22' RT
END 3
TAL-B 10+32.23, 75.76' LT
TAL-B 10+35.23, 75.86' LT
BEGIN1 TAL-B 10+46.18, 65.83' LT
AP
R742.0'
TAL-B 13+96.22, 68.24' LT
AP
TAL-B 13+67.42, 68.50' LT
END1
TAL-B 13+57.37, 63.46' LT
AP
TAL-B 13+36.66, 42.00' LT
PT
TAL-B 11+34.11, 35.28' RT
BEGIN3
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END 2
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END 2
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END 1
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BEGIN 2
TAL-B 11+61.14, 64.79' RT
AP
R25.0'
TAL-B 10+27.44, 23.08' RT
GRA 24+80.08, 31.38' LT
GRA 24+80.16, 77.97' LT
GRA 24+77.10, 77.93' LT
END 1
GRA 24+66.80, 68.29' LT
AP
GRA 24+26.24, 38.50' RT
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GRA 24+07.88, 50.33' LT
AP
TAL-B 12+48.79, 49.56' RT
BEGIN 4
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TAL-B 13+98.54, 88.95' LT
AP
TAL-B 10+47.31, 35.12' RT
TAL-B 10+47.44, 23.12' RT 7.5'8.5'5.4'
4.5'12.0'5.
5
'8.0
'
6.
0
'10.0'6.5'10.5'11.0'2
0
.
6
'
8.5'11.0'8.5'8.0'
5.5'3.0'6.4'7.0'6.5'6.8'TAL-B 13+93.08, 54.09' RT
BEGIN4
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END
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.08PLOTTED: Nov 16, 2021-04:36:54pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S GRADY WAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)1C6.07
1C6.08
1C6.06
RENTON SEGMENT
PAVING PLAN
GRA 24+00 TO TAL-B 14+00
1C2.08
124
A. VILLAR
C. WILCOX
S. FORMAN
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
14+00
15+00
16+00
17+00
18+00
192305-9094
202305-9007
192305
-
9
0
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4
1
2
1
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4
5
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TYPE C2
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EX ROW
15
14
14
4
4
TAL-B 14+03.83, 88.24' LT
BEGIN 1
TAL-B 16+97.73, 27.97' LT
TAL-B 14+34.27, 41.00' LT
PC
TAL-B 17+21.14, 89.21' LT
TAL-B 14+10.49, 78.33' LT
AP
R741.0'
TAL-B 16+59.06, 41.00' LT
PT
TAL-B 17+17.87, 102.31' LTTAL-B 17+01.57, 98.24' LT
END1
TAL-B 15+27.35, 28.50' RT
TAL-B 16+07.21, 41.70' RT
PC
TAL-B 16+65.42, 41.70' RT
PT
TAL-B 15+27.56, 52.72' RT
TAL-B 15+39.92, 75.29' RT
TAL-B 15+85.11, 61.85' RT
BEGIN 2
TAL-B 15+85.71, 79.73' RT
TAL-B 15+68.44, 71.99' RT
PC
END
BEGIN
21
TAL-B 15+84.22, 71.46' RT
PT
TAL-B 15+78.20, 76.01' RT
PC
TAL-B 15+71.42, 75.46' RT
PT
R3.0'R5.0'
TAL-B 14+34.27, 59.50' LT
TAL-B 14+47.32, 46.25' RT
BEGIN 4
TAL-B 14+58.01, 45.79' RT
END 4
TAL-B 16+24.99, 55.20' RT
TAL-B 17+18.36, 69.40' LT
TAL-B 17+16.18, 59.64' LT
TAL-B 17+12.43, 50.37' LT
TAL-B 17+09.45, 44.61' LT
TAL-B 16+53.45, 59.50' LT
R658.5'8.5'21.0'13.2'8.5'8.7'8.5'8.5'13.0'5.7'
22.0'
5.0'10.0'6.0'
10.0'10.0'10.0'4.5'5.5'3.0
'
7.0'
TAL-B 13+93.08, 54.09' RT
BEGIN
TAL-B 14+00.66, 53.82' RT
END 4 4.0'TAL-B 15+43.08, 26.24' LTTAL-B 15+35.37, 26.39' LT
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.09PLOTTED: Nov 16, 2021-04:39:40pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-B-LINE)
1C6.08
1C6.10
1C6.09
RENTON SEGMENT
PAVING PLAN
TAL-B 14+00 TO TAL-B 18+50
1C2.09
125
A. VILLAR
C. WILCOX
S. FORMAN
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
19+00 20+00 21+00 22+00 23+00
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1
1
4
4
4
4
1
TYPE C2 5
EX ROW
EX ROW
14
TAL-B 22+46.23, 33.39' RTTAL-B 20+63.20, 28.50' RT
TAL-B 22+53.61, 115.58' RT
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TAL-B 22+43.92, 106.73' RT
AP
TAL-B 19+87.11, 58.20' RT
END2
TAL-B 19+87.11, 50.20' RT
START2
TAL-B 20+26.56, 58.20' RT
END 2
TAL-B 20+27.00, 50.20' RT
START 2
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
I
-405
SB
OFF
-RAMP
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A. VILLAR
C. WILCOX
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CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
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RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
33+00 34+00 35+00 36+00 37+00 38+00
722200-0250
722200-0010
722200-0245
4
4
EX ROW
EX ROW
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TAL-B 37+00.42, 30.44' LT TAL-B 37+20.42, 30.31' LT
6.0'6.0'4.0'4.0'
4.0'4.0'5.0'5.0'TAL-B 34+90.92, 47.75' RT
TAL-B 35+02.91, 47.21' RT
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C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.11PLOTTED: Nov 16, 2021-04:45:16pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
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DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE)
1S1.12
1S1.11
RENTON SEGMENT
PAVING PLAN
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1C2.11
127
A. VILLAR
C. WILCOX
S. FORMAN
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
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CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
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CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
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DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
24+00 25+00 26+00 27+00 28+00
29+00
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7222
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3023
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4
4
1
1
1
4 41
EX ROW
EX ROW
11
TAL-21 25+42.09, 42.37' LT
BEGIN1
TAL-21 25+34.97, 38.70' LT
TAL-21 25+49.85, 9.86' LT
TAL-21 25+36.57, 7.54' RT
TAL-21 25+56.44, 48.04' RT
TAL-21 25+65.42, 43.63' RT
BEGIN1
TAL-21 25+86.88, 8.40' RT
TAL-21 25+86.71, 17.75' RT
END 1
TAL-21 26+10.72, 17.83' LT
END 1
TAL-21 28+29.96, 15.34' RT
TAL-21 28+29.99, 18.34' RT
END 1TAL-21 27+75.92, 17.37' RT
TAL-21 27+76.11, 20.36' RT
BEGIN1
TAL-21 28+18.39, 27.02' RT
AP
TAL-21 25+88.72, 26.35' LT
AP TAL-21 25+98.73, 28.35' LT
AP
TAL-21 26+10.71, 9.85' LT
5.7'5.0'8.5'12.0'10.5'6.6'6.2'8.50'
TAL-21 26+10.72, 28.35' LT
TAL-21 28+18.43, 29.02' RT
AP
TAL-21 25+75.42, 42.44' RT
BEGIN 11
TAL-21 25+69.97, 31.35' RT
AP
TAL-21 25+86.41, 27.92' RT
END 11
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AP
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.12PLOTTED: Nov 16, 2021-04:48:03pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S S 23RD
ST
(TAL-21-LINE)
1S1.13
1C6.12
RENTON SEGMENT
PAVING PLAN
TAL-21 24+00 TO TAL-21 29+00
1C2.12
128
A. VILLAR
C. WILCOX
S. FORMAN
TALBOT CREST DR S1S1.14
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
54+00 55+00 56+00 57+00 58+00
59+00
302305-9029
302305-9116302305-9114
302305-9115
302305-9030
302305-9019
948575-TR
C
T
1 4
4
EX ROW
EX ROW
TAL-21 56+98.95, 11.95' RT
TAL-21 57+36.23, 11.70' RT
TAL-21 56+98.98, 14.39' RT
BEGIN1
TAL-21 57+36.25, 14.82' RT
END 1
TAL-21 56+28.20, 19.88' LT TAL-21 56+40.20, 19.94' LT
TAL-21 57+21.37, 23.56' RT
AP
TAL-21 57+11.15, 25.70' RT
AP
TAL-21 56+99.16, 25.89' RT
AP
TAL-21 56+91.07, 20.50' RT
AP
12.0'10.5'10.0'8.5'5.00'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.13PLOTTED: Nov 16, 2021-04:50:48pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)
1S1.16
1S1.15
RENTON SEGMENT
PAVING PLAN
TAL-21 54+00 TO TAL-21 59+00
1C2.13
129
A. VILLAR
C. WILCOX
S. FORMAN
S 32ND ST
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
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CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
71+00 72+00 73+00 74+00 75+00 76+00
855860-0035 855860-0040
302305-9040
302305-9044
855860-0125 855860-0130 855860-0135
302305-9109
5.5'8.5'4
82
82
EX ROW
EX ROW
TAL-21 71+59.01, 4.98' LT
TAL-21 71+75.51, 4.98' LT
TAL-21 72+42.55, 8.98' LTTAL-21 71+75.51, 8.98' LT TAL-21 72+42.56, 12.98' LT
TAL-21 73+82.93, 12.98' LT
TAL-21 71+59.01, 23.48' LT
TAL-21 72+59.49, 72.05' LT
TAL-21 72+47.50, 58.41' LT
TAL-21 72+80.12, 75.24' LT
TAL-21 73+01.96, 55.39' LT
TAL-21 73+15.38, 34.64' LT
TAL-21 72+52.37, 44.63' LT
END1
TAL-21 71+64.01, 15.98' LT
BEGIN2
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BEGIN2
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END
BEGIN
2 1
TAL-21 73+80.00, 15.98' LT
END 1
TAL-21 72+38.98, 10.98' LT
END 2
TAL-21 73+82.93, 20.32' LT
TAL-21 73+11.92, 31.52' LT
BEGIN 1
TAL-21 72+48.99, 46.30' LT
TAL-21 73+59.94, 12.52' RT
TAL-21 73+59.15, 49.01' RT
TAL-21 75+54.26, 12.54' RT
TAL-21 75+54.45, 52.90' RT
TAL-21 73+67.15, 49.18' RT
BEGIN1
TAL-21 74+43.46, 28.03' RT
AP
TAL-21 75+18.46, 28.04' RT
AP
TAL-21 75+14.46, 14.54' RT
END 2
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END
BEGIN
2 1
TAL-21 74+47.46, 14.53' RT
BEGIN2
TAL-21 74+47.46, 19.53' RT
END
BEGIN
12
TAL-21 74+53.46, 30.03' RT
AP
TAL-21 75+08.46, 30.03' RT
AP
TAL-21 75+49.45, 52.89' RT
END 18.5'10.5'5.0'5.0'10.5'7.5'8.5'8.5'TAL-21 71+68.27, 27.48' LT
BEGIN11 TAL-21 72+53.22, 27.48' LT
END 1111
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.14PLOTTED: Nov 17, 2021-09:06:56am By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD SS 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE)
1S1.18
1C6.15
1C6.14
1S1.17
RENTON SEGMENT
PAVING PLAN
TAL-21 71+00 TO TAL-21 76+00
1C2.14
130
A. VILLAR
C. WILCOX
S. FORMAN
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
86+00 87+00 88+00 89+00 90+00 91+00
76168
0
-
0
0
3
0
76168
0
-
0
0
1
0
88576
7
-
0
0
2
0
31230
5
-
9
1
3
4
312305-9025 FF5.5'10.5'5.0'2.0'2.0'10.5'5.0'5.0'5.0'4EX ROW 82
4
82
EX ROW
4
TAL-21 88+13.28, 16.92' LT
BEGIN7
TAL-21 88+91.28, 14.92' LT
TAL-21 88+91.28, 21.92' LT
END 1
TAL-21 88+08.28, 21.92' LT
BEGIN1
TAL-21 88+13.28, 21.92' LT
END
BEGIN
21
TAL-21 88+80.28, 21.92' LT
END
BEGIN
1 2
TAL-21 88+80.28, 16.92' LT
END7
TAL-21 88+08.28, 14.92' LT
TAL-21 88+34.23, 17.04' RT
BEGIN2
TAL-21 88+28.24, 22.04' RT
BEGIN1
TAL-21 88+28.22, 15.04' RT
TAL-21 88+34.24, 22.04' RT
END
BEGIN
21
TAL-21 89+01.24, 21.99' RT
END
BEGIN
1 2
TAL-21 89+01.23, 16.99' RT
END 2
TAL-21 89+31.28, 7.00' RT
TAL-21 89+31.28, 7.00' LT
TAL-21 89+13.50, 7.00' RT
TAL-21 89+13.50, 22.03' RT
END 1
TAL-21 88+87.27, 14.99' RT
TAL-21 88+87.28, 6.98' LT
TAL-21 89+24.28, 5.00' RT
5.5'TAL-21 88+95.24, 32.50' RT
TAL-21 88+74.28, 32.42' LT
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.15PLOTTED: Nov 16, 2021-04:56:19pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)
1S1.19
1S1.20
1C6.16
RENTON SEGMENT
PAVING PLAN
TAL-21 86+00 TO TAL-21 91+00
1C2.15
131
A. VILLAR
C. WILCOX
S. FORMAN
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
32
+
0
0
33+0
0
34+00 35+00
36+00
3
2
2
3
0
5
-
9
0
8
1
3
2
2
3
0
5
-
9
1
5
6
3
2
2
3
0
5
-
9
0
7
9
32230
5
-
9
0
7
9
EX ROW
4
EX ROW
4
CAR 33+36.37, 22.71' LT
CAR 33+81.28, 22.43' RT10.0'4.5'4.0'
13.5'4.5'5.0'
CAR 33+48.88, 22.70' LT
CAR 33+69.01, 22.33' RT
11.0'4.3'4.6'3.7'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.16PLOTTED: Nov 16, 2021-04:59:02pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
SE CARR RDMILL AVE SWELLS AVE S(CAR-LINE)
1S1.21
1S1.22
RENTON SEGMENT
PAVING PLAN
CAR 32+00 TO CAR 36+50
1C2.16
132
A. VILLAR
C. WILCOX
S. FORMAN
12.0'
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
43+00
44+00
45+00 46+00
47+00
322305-9299
322305-9053
322305-9237
322305-9299
322305-9040
292305-9151
EX ROW
EX ROW
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.17PLOTTED: Nov 16, 2021-05:01:51pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
SE CARR RD
105TH PL SE(CAR-LINE)
RENTON SEGMENT
PAVING PLAN
CAR 42+50 TO CAR 47+50
1C2.17
133
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
48+00
49+00
50+00 51+00
52+00
322305-9063 29230
5
-
9
1
5
8
29230
5
-
9
1
9
8
EX ROW
EX ROW
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.18PLOTTED: Nov 16, 2021-05:04:35pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'106TH PL SESE CARR RD
(CAR-LINE)
RENTON SEGMENT
PAVING PLAN
CAR 47+50 TO CAR 52+50
1C2.18
134
A. VILLAR
C. WILCOX
S. FORMAN
106TH PL SEROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
0+00
1+00 2+00 3+00 4+00
54+10
53+0054+00292305-9198 322305-9063 322305-9063322305-9120
EX ROW
EX ROW
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.19PLOTTED: Nov 16, 2021-05:07:21pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE CARR RDSE PETROVITSKY RDBENSON DR S
(SR 515)
108TH AVE SE (SR 515)
(108TH-LINE)(CAR-LINE)RENTON SEGMENT
PAVING PLAN
CAR 52+50 TO 108TH 4+00
1C2.19
135
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
4+00 5+00 6+00 7+00 8+00 9+00
322305-9016 322305-9065
EX ROW
EX ROW
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.20.dwg | Layout: 1C2.20PLOTTED: Nov 16, 2021-05:10:09pm By MG057136XREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-DR_RENTON.dwg; X-RDWY_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
PAVING PLAN
108TH 4+00 TO 108TH 9+00
1C2.20
136
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
13+00 14+00 15+00 16+00 17+00 18+00
322305-9106
074090-0120
074050-0005 074090-0110 322305-9361 322305-9065 CEX ROW
EX ROW
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.20.dwg | Layout: 1C2.21PLOTTED: Nov 16, 2021-05:12:49pm By MG057136XREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-DR_RENTON.dwg; X-RDWY_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
PAVING PLAN
108TH 13+00 TO 108TH 18+00
1C2.21
137
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
28+00 29+00 30+00 31+00 32+00 33+00
322305-9070
322305-9082
911710-0160
322305-9135
322305-9111
F
F
C
TYPE R1
4.0'
4.0'6.5'
5.5'
8.0'
1
1
4
1
4
6
4
13 13
EX ROW
EX ROW
4
14
12
108TH 29+66.11, 29.48' LT
BEGIN1
108TH 30+82.85, 29.57' LT
END 1
108TH 30+53.85, 29.54' RT
BEGIN1
108TH 32+08.71, 26.54' RT
108TH 32+09.71, 58.35' RT
108TH 32+04.71, 58.51' RT
108TH 31+96.21, 58.77' RT
108TH 29+66.11, 26.48' LT
108TH 30+82.85, 26.57' LT
108TH 30+53.85, 26.54' RT
108TH 31+98.54, 133.26' RT
AP
108TH 30+31.11, 35.03' LT
108TH 30+21.11, 40.00' LT
108TH 32+04.20, 138.09' RT
END 1
108TH 31+15.69, 42.04' RT
BEGIN12 108TH 31+89.69, 74.01' RT
END125.5'10.5'5.0'5.0'5.5'10.5'5.5'5.0'5.0'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.20.dwg | Layout: 1C2.22PLOTTED: Nov 16, 2021-05:58:11pm By MG057136XREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-DR_RENTON.dwg; X-RDWY_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)
1S1.28
1S1.27
1C6.21
RENTON SEGMENT
PAVING PLAN
108TH 28+00 TO 108TH 33+00
1C2.22
138
A. VILLAR
C. WILCOX
S. FORMAN
SE 186TH ST
52+00 53+00 54+00 55+00 56+00 57+00SE 192ND ST108TH AVE SE (SR-515)108TH AVE SE (SR-515)322305-9035
662340-0101 662340-0107
662340-0170 662340-0183
F
5.5'
4
1
1
4
EX ROW
EX ROW
14
108TH 53+33.59, 29.43' LT
BEGIN1
108TH 54+62.44, 64.86' LT
END 1
108TH 53+33.59, 26.43' LT
108TH 54+65.44, 26.43' LT
108TH 54+65.44, 64.89' LT
108TH 53+44.43, 39.93' LT
BEGIN/AP16
108TH 54+17.44, 39.93' LT
END/AP16
10.5'5.6'CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
METRO STD DETAIL 2/D108A
CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
PER CIVIL DETAIL ON SHEET 1.C5.02
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
WOOD FENCE
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
SHEET 1C5.02.
PAVING NOTES
PAVING LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
HMA FULL DEPTH
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
LANDSCAPING
I LINE STATION AREA
RETAINING WALL
PEDESTRIAN HANDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
FOUNDATION
NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES.
13
14
15
16
C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.20.dwg | Layout: 1C2.23PLOTTED: Nov 16, 2021-05:18:21pm By MG057136XREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-DR_RENTON.dwg; X-RDWY_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENT1S1.29
1C6.22
RENTON SEGMENT
PAVING PLAN
108TH 52+00 TO 108TH 57+00
1C2.23
139
A. VILLAR
C. WILCOX
S. FORMAN
SEE VOLUME 2
FOR CITY OF KENT
IMPROVEMENTS
SEE VOLUME 2, SEET 2C2.01
FOR IMPROVEMENTS IN
THE CITY OF KENT
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.TYPICAL LAYOUTS ARE REPRESENTED ON THIS SHEET. SEE SPECIFIC
PLATFORM PLANS FOR LAYOUT VARIATION.
3.RAILING AND BOLLARDS MAY NOT BE INSTALLED AT ALL ZONES. SEE
SPECIFIC PLATFORM PLANS FOR LOCATIONS AND TYPES OF RAILINGS
AND BOLLARDS.
4.ALL BUS STATION AMENITIES SHALL BE MINIMUM 1'-0" CLEAR FROM THE
BACK OF PLATFORM.
5.BIKE RACKS SHALL BE MINIMUM 2'-0" CLEAR FROM BACK OF SIDEWALK,
WHERE OCCURS PER PLAN.
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
10'x10' CLEAR ADA FRONT
DOOR BOARDING AREA
5' CLR3'10' MIN5'BUS ZONE FLAG SIGN TO
BE INSTALLED BY OWNER
BIKE RACK, TYP
LARGE RAPIDRIDE SHELTER RR2 IN
MIRRORED CONFIGURATION, SEE
SHEET FSI-105-00-004/001 IN RAPIDRIDE
2 KIT OF PARTS DRAWING PACKAGE
CONTINUOUS DETECTIBLE
WARNING ALONG BUS ZONE
CONTINUOUS PAINTED
CURB ALONG BUS ZONE
ACCESSIBLE WAITING
AREA (2'-6" x 4')
BENCH, TYP
TECH PYLON, SEE
SHEET FSI-105-00-003/02
IN TECH PYLON
DRAWING PACKAGE
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
LIGHTING DRAWINGS
POWER PEDESTAL,
SEE ELECTRICAL
DRAWINGS
TRASH RECEPTACLE
1'
1'
1'
1'
LARGE RAPIDRIDE
SHELTER RR2 RAPIDRIDE
SHELTER RR2, SEE SHEET
FSI-105-00-004/001 IN
RAPIDRIDE 2 KIT OF PARTS
DRAWING PACKAGE
10'x10' CLEAR ADA FRONT
DOOR BOARDING AREA
BUS ZONE FLAG SIGN
TO BE INSTALLED BY
OWNER
BIKE RACK, TYP
TECH PYLON, SEE SHEET
FSI-105-00-003/02 IN TECH
PYLON DRAWING PACKAGE
CONTINUOUS PAINTED
CURB ALONG BUS ZONE
ACCESSIBLE WAITING
AREA (2'-6" x 4')
POWER
PEDESTAL, SEE
ELECTRICAL
DRAWINGS
LARGE RAPIDRIDE SHELTER 2, SEE
SHEET FSI-105-00-004/001 IN RAPIDRIDE 2
KIT OF PARTS DRAWING PACKAGE
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
LIGHTING DRAWINGS
TRASH RECEPTACLE
BENCH, TYP
10'x10' CLEAR ADA FRONT
DOOR BOARDING AREA
BUS ZONE FLAG SIGN TO
BE INSTALLED BY OWNER
TECH PYLONSEE SHEET
FSI-105-00-003/02 IN TECH
PYLON DRAWING PACKAGE
CONTINUOUS PAINTED
CURB ALONG BUS ZONE
ACCESSIBLE WAITING
AREA (2'-6" x 4')
POWER PEDESTAL,
SEE ELECTRICAL
DRAWINGS
MEDIUM RAPIDRIDE SHELTER RR2 W/
LARGE FOUNDATION, SEE SHEET
FSI-105-00-004/001 IN RAPIDRIDE 2 KIT
OF PARTS DRAWING PACKAGE
HARD-WIRED PEDESTRIAN LUMINAIRE,
TYP, SEE LIGHTING DRAWINGS
TRASH RECEPTACLE
BENCH, TYP
10'x10' CLEAR ADA FRONT
DOOR BOARDING AREA
BUS ZONE FLAG SIGN TO
BE INSTALLED BY OWNER
CONTINUOUS PAINTED
CURB ALONG BUS ZONE
ACCESSIBLE WAITING
AREA (2'-6" x 4')
SOLAR POWERED
PEDESTRIAN
LUMINAIRE, TYP, SEE
LIGHTING DRAWINGS
TECH PYLON, SEE SHEET
FSI-105-00-003/02 IN TECH
PYLON DRAWING PACKAGE
BENCH6" CURB1' FROM BACKOF PLATFORMTO BACK OFAMENITIES, TYP2' FROM BACKOF PLATFORMTO BIKE RACK,TYP1' FROM BACKOF PLATFORMTO BACK OFAMENITIES, TYP2' FROM BACKOF PLATFORMTO BIKE RACK,TYPSEE CIVIL DRAWINGS FOR
PAVING DETAILS ADJACENT
TO STATION PLATFORM
SEE CIVIL DRAWINGS
FOR PAVING DETAILS
ADJACENT TO STATION
PLATFORM SEE CIVIL DRAWINGS FOR
PAVING DETAILS ADJACENT
TO STATION PLATFORM
SEE CIVIL DRAWINGS FOR
PAVING DETAILS ADJACENT
TO STATION PLATFORM
LARGE RAPIDRIDE SHELTER RR2
WINDSCREEN
LARGE
RAPIDRIDE
SHELTER RR2
WINDSCREEN
LARGE RAPIDRIDE
SHELTER RR2 WINDSCREEN
MEDIUM RAPIDRIDE SHELTER
RR2 WINDSCREEN
SEE CIVIL DRAWINGS
FOR PAVING
SEE CIVIL DRAWINGS
FOR PAVING
SEE CIVIL DRAWINGS
FOR PAVING
SEE CIVIL DRAWINGS
FOR PAVING
4'
4'1' FROM BACKOF PLATFORMTO BACK OFAMENITIES, TYP3'10' MIN6" CURB3'10' MIN6" CURB3'10' MIN6" CURB1' FROM BACKOF PLATFORMTO BACK OFAMENITIES, TYP5'-0"
CLR
5'-0"
CLR 5'-0"
CLR
10' MIN3'1'0.5' CURBBUS ZONE FLAG SIGN
TO BE INSTALLED BY
OWNER
SEE CIVIL DRAWINGS
FOR PAVING
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
LIGHTING DRAWINGS
BIKE RACK, TYP
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
LIGHTING DRAWINGS
BIKE RACK, TYP
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
LIGHTING DRAWINGS
RENTON SEGMENT
TYPICAL STATION LAYOUT 1S3.01
140
J. VONG
J. BAKKE
J. HOWARD
C:\pw_workdir\den003\ext_sn083213\d0601389\1 S3.01.dwg | Layout: 1S3.01PLOTTED: Nov 05, 2021-01:49:03pm By snowaczykXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W ASHI
N
GTONNO
.8 .JU L IE T B.VON
G
57 EX PLICENSE
D
LANDSCA P E A R C HITECT02/2022METRO PROJECT ENGINEER
SCALE:
I LINE RAPIDRIDE
STANDARD STATION
STATION TIER 2
NTS
SCALE:
I LINE RAPIDRIDE
STANDARD STATION
STATION TIER 1
NTS SCALE:
I LINE RAPIDRIDE
STANDARD STATION
STATION TIER 1L
NTS
SCALE:
I LINE RAPIDRIDE
STANDARD STATION
STATION TIER 3
NTSB 1 S5.01A1 S5.01A1 S5.01A1 S5.01A / 1 S4.01 B / 1 S4.01
C / 1 S4.01
D / 1 S4.01
SCALE:
I LINE RAPIDRIDE
STANDARD STATION
STATION TIER 3 LOW
NTS
S6.01
C
S6.01
B
S6.01
A
S6.01
B
S6.01
B
S6.01
A
S6.01
A
S6.01
A
S6.01
CB1 S5.01B1 S5.01B1 S5.01
GENERAL STATION NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB.
2.SEE SITE PREP PLANS FOR REMOVAL OR MODIFICATION OF EXISTING METRO ASSETS AT STATIONS.
3.SEE TYPICAL STATION LAYOUTS FOR LAYOUT OF TYPICAL STATION TIER AMENITIES.
4.UNLESS OTHERWISE NOTED, STATION AMENITIES FOLLOW TYPICAL STATION LAYOUTS.
5.SEE ROADWAY TYPICAL SECTIONS AND PAVING PLANS FOR PAVING AND GRADING INFORMATION.
6.SEE DRAINAGE PLANS FOR SHELTER DRAINAGE DETAILS.
7.SEE SIGNING AND STRIPING PLANS FOR STATION SIGN INFORMATION.
8.SEE STRUCTURAL PLANS FOR RETAINING WALL AND FOUNDATION INFORMATION.
9.SEE ELECTRICAL PLANS FOR TECH PYLON AND POWER PEDESTAL DETAILS.
10.SEE ILLUMINATION PLANS FOR STATION LIGHTING INFORMATION.
11.SEE SHEET 1S6.01 FOR BENCH, TRASH CAN, AND BIKE RACK DETAILS.
12.SEE SHEET 1S5.01 FOR PEDESTRIAN GUARDRAIL AND BOLLARD DETAILS.
NEW SITE FURNITURE/FIXTURE NOTES
1.BENCHES, LITTER RECEPTACLES AND BIKE LOOPS: METRO TRANSIT WILL FURNISH, TRANSPORT AND INSTALL THE SITE FURNITURE AT EACH BUS ZONE.
2.PEDESTRIAN LIGHT POLES AND LUMINARIES: CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL FOUNDATIONS FOR PEDESTRIAN LIGHT POLES AND LUMINARIES. TASKS SHALL INCLUDE PROVIDING AND INSTALLING
J-BOLTS, CONDUITS, GROUNDING RODS, REBARS, AND OTHER MATERIALS FOR THE FOUNDATIONS. OBTAIN LIGHT POLE BASE BOLT CIRCLE PRIOR TO SETTING FOUNDATIONS. UNLESS STATED OTHERWISE ON THE
ELECTRICAL SITE PLANS, METRO TRANSIT WILL SUPPLY PEDESTRIAN LIGHT POLES AND LUMINARIES. CONTRACTOR SHALL PICK UP AND TRANSPORT THE LIGHTING HARDWARE FROM METRO SOUTH FACILITIES TO
EACH PROJECT SITE. METRO'S SOUTH FACILITIES IS LOCATED AT 11911 EAST MARGINAL WAY S, BUILDING C, TUKWILA, WASHINGTON 98168. CONTACT MATT RAWSON AT (206) 263-5681 AT LEAST 72 HOURS IN
ADVANCE. CONTRACTOR SHALL PROVIDE ALL HARDWARE AND CONDUCTORS REQUIRED TO CONNECT AND THE PEDESTRIAN LUMINARIES TO THE POWER PEDESTAL OR OTHER POWER SOURCE AS SHOWN ON
ELECTRICAL PLANS AND TO MAKE THE LUMINARIES FUNCTIONAL.
3.BUS SHELTERS, RAPIDRIDE TECHNOLOGY PYLONS, AND BLADE MARKERS: METRO TRANSIT WILL PROVIDE, TRANSPORT, AND INSTALL THE FIXTURES/FURNITURE UPON COMPLETION OF THE SITE WORK, INCLUDING
THE POWER CONNECTION FROM THE FOUNDATIONS TO THE FIXTURES/FURNITURE. CONTRACTOR SHALL PROVIDE CONDUITS AND PULL CONDUCTORS BETWEEN POWER SOURCE AND THE FOUNDATIONS.
4.BUS SIGNS, UNLESS OTHERWISE SPECIFICALLY INDICATED ON THE DRAWINGS, METRO TRANSIT WILL FURNISH AND INSTALL BUS SIGNS AT THE ZONES.
5.OTHER FURNITURE AND HARDWARE NOT MENTIONED IN THIS LIST: FURNISH AND INSTALL OTHER FURNITURE/HARDWARE NOT LISTED BUT SHOWN ON THE DRAWINGS.C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.00PLOTTED: Nov 15, 2021-09:34:53am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
STATION
GENERAL NOTES
1S1.00
141
A. VILLAR
C. WILCOX
S. FORMAN
10'55'
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 46465 (OB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
SCHEDULE HOLDER 1
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.01PLOTTED: Nov 15, 2021-09:35:49am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 46465 (OB)
EXISTING RAPIDRIDE STATION (BAY 2)
RENTON TRANSIT CENTER
1
LOCATION MAP
STATION PLAN LOGAN AVE SMORRIS AVE SBURNETT AVE SWILLIAMS AVE SS 2ND ST
S 3RD ST
RENTON SEGMENT
STATION PLAN
ID# 46465
1S1.01
142
A. VILLAR
C. WILCOX
S. FORMAN
SSSSSSSSSS10'55'
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 46465 (IB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
SCHEDULE HOLDER 1
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.02PLOTTED: Nov 15, 2021-09:37:00am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'LOGAN AVE SSTATION 46465 (IB)
EXISTING RAPIDRIDE STATION (BAY 3)
1
RENTON TRANSIT CENTER
(LOG-LINE)LOCATION MAPLOGAN AVE SMORRIS AVE SBURNETT AVE SWILLIAMS AVE SS 2ND ST
S 3RD ST
STATION PLAN
RENTON SEGMENT
STATION PLAN
ID# 46465
1S1.02
143
A. VILLAR
C. WILCOX
S. FORMAN
24+00 8'55'
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 45320 (OB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
SCHEDULE HOLDER 1
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.03PLOTTED: Nov 15, 2021-09:38:11am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'S 2ND ST
STATION 45320 (OB)
EXISTING RAPIDRIDE STATION
1
(2ND-LINE)
STATION PLAN
LOCATION MAP
S 2ND STLAKE AVE SSHATTUCK AVE SRENTON SEGMENT
STATION PLAN
ID# 45320
1S1.03
144
A. VILLAR
C. WILCOX
S. FORMAN
RAINIER AVE S
26+00
8'55'
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 46440 (IB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
SCHEDULE HOLDER 1
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.04PLOTTED: Nov 15, 2021-09:39:26am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
S 3RD ST
STATION 46440 (IB)
EXISTING RAPIDRIDE
STATION
1
(3RD-LINE)
LOCATION MAPRAINIER AVE SSW SUNSET BLV
D
S 3RD ST
STATION PLAN
S 3RD PL
RENTON SEGMENT
STATION PLAN
ID# 46440
1S1.04
145
A. VILLAR
C. WILCOX
S. FORMAN
23+00
55'12.9'EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 59891 (OB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
SCHEDULE HOLDER 1
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.05PLOTTED: Nov 15, 2021-09:40:42am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
RAINIER AVE S
STATION 59891 (OB)
EXISTING RAPIDRIDE
STATION
(RAI-LINE)
1
STATION PLAN
LOCATION MAP
RAINIER AVE SS 3RD STS 3RD PLS 4TH PLRENTON SEGMENT
STATION PLAN
ID# 59891
1S1.05
146
A. VILLAR
C. WILCOX
S. FORMAN
26+0013'55'
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
RAINIER AVE S
STATION 59870 (IB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
SCHEDULE HOLDER 1
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.06PLOTTED: Nov 15, 2021-09:42:11am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'RAINIER AVE S
STATION 59870 (IB)
EXISTING RAPIDRIDE
STATION
1
(RAI-LINE)
LOCATION MAP
STATION PLAN
RAINIER AVE S
SHA
T
T
U
C
K
A
V
E
SS 3RD PLS 4TH PLRENTON SEGMENT
STATION PLAN
ID# 59870
1S1.06
147
A. VILLAR
C. WILCOX
S. FORMAN
12+0013+00
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 59842 (OB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
SCHEDULE HOLDER 1
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.07PLOTTED: Nov 15, 2021-09:43:18am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
LAKE AVE S
STATION 59842 (OB)
PROPOSED RAPIDRIDE STATION
TO BE CONSTRUCTED BY OTHERS
(NO SURVEY AVAILABLE)
(LAK-LINE)
LOCATION MAP
LAKE AVE S
S 7TH ST
SHATTUCK AVE SS GRAD
Y
W
A
Y
STATION PLAN RAINIER AVE SRENTON SEGMENT
STATION PLAN
ID# 59842
1S1.07
148
A. VILLAR
C. WILCOX
S. FORMAN
11+0012+00
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 55938 (IB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
SCHEDULE HOLDER 1
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.08PLOTTED: Nov 15, 2021-09:44:21am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
LAKE AVE S
STATION 55938 (IB)
PROPOSED RAPIDRIDE STATION
TO BE CONSTRUCTED BY OTHERS
(NO SURVEY AVAILABLE)
(LAK-LINE)
LOCATION MAP
LAKE AVE S
S 7TH ST
SHATTUCK AVE SS GRA
D
Y
W
A
Y
STATION PLAN RAINIER AVE SRENTON SEGMENT
STATION PLAN
ID# 55938
1S1.08
149
A. VILLAR
C. WILCOX
S. FORMAN
10'8'23+00
24+005'55'
GRA 23+85.54, 51.89' LT
ELEV 28.97
GRA 23+85.78, 41.89' LT
ELEV 28.82
GRA 23+29.82, 50.22' LT
ELEV 28.82
GRA 23+30.20, 40.23' LT
ELEV 28.67
GRA 23+45.09, 50.76' LT3 GRA 23+58.54, 51.18' LT3
F
6'
9.5'
12'10'10'8'EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 59841 (IB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION LARGE 1
SHELTER LARGE 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 1
RIGHT WINDSCREEN 0
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
STATION 59841 (IB) AMENITIES
STATION 59841 (IB) AMENITIES
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
PEDESTRIAN LUMINAIRE
FOUNDATION 2
PEDESTRIAN LUMINAIRE HARDWIRED 2
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BIKE RACK 3
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
S GRADY WAY
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.09PLOTTED: Nov 15, 2021-09:45:56am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
(GRA-LINE)
LOCATION MAP
S GRADY WA
Y
TALBOT RD SSHATTUCK AVE SBUR
N
ETT
A
V
E
S
STATION PLAN
S
7
T
H
S
T
RENTON SEGMENT
STATION PLAN
ID# 59841
1S1.09
150
A. VILLAR
C. WILCOX
S. FORMAN
STATION 59841(IB)
TIER 1
23+00
10'55'5'8'GRA 23+09.50, 61.00' RT
ELEV 30.92
GRA 23+35.73, 60.90' RT2 GRA 23+48.80, 60.92' RT3
GRA 23+63.64, 61.00' RT
ELEV 30.71
GRA 23+63.71, 51.00' RT
ELEV 30.56
GRA 23+09.43, 51.00' RT
ELEV 30.77
F
13'6'
BOLLARDS (12) AT 5' ON CENTER
GRA 22+97.66, 62.00' RT
10'
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 55936 (OB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION LARGE 1
SHELTER LARGE 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 0
RIGHT WINDSCREEN 1
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
STATION 55936 (OB) AMENITIES
STATION 55936 (OB) AMENITIES
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
STATION 55936 (OB) AMENITIES
STATION 55936 (OB) AMENITIES
PEDESTRIAN LUMINAIRE
FOUNDATION 2
PEDESTRIAN LUMINAIRE HARDWIRED 2
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BIKE RACK 3
BOLLARD 12
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.10PLOTTED: Nov 15, 2021-09:47:35am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
S GRADY WAY
(GRA-LINE)
LOCATION MAP
S GRADY WAY
TALBOT RD SSHATTUCK AVE SSTATION PLAN
STATION 55936 (OB)
TIER 1
RENTON SEGMENT
STATION PLAN
ID# 55936
1S1.10
151
A. VILLAR
C. WILCOX
S. FORMAN
6
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
34+00
35+00
43'6'12'10'TAL-B 35+02.91, 47.21' RT
ELEV 93.32
TAL-B 35+02.46, 37.22' RT
ELEV 93.17
TAL-B 34+90.48, 37.77' RT
ELEV 92.57
TAL-B 34+90.92, 47.75' RT
ELEV 92.72
6'STATION 59934 (OB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
FLAG POST 1
SCHEDULE HOLDER 1
CURB PAINT 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.11PLOTTED: Nov 15, 2021-09:48:35am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 59934 (OB)
TIER 3(LOW)
BENSON DR S (SR 515)
(TAL-B-LINE)
STATION PLAN
LOCATION MAP
BENSON DR S S 15TH STS PUGET DR
TA
L
B
O
T
R
D
SS 16TH STSMITHERS
A
V
E
S
RENTON SEGMENT
STATION PLAN
ID# 59934
1S1.11
152
A. VILLAR
C. WILCOX
S. FORMAN
TALBOT RD
S
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
37+00 5'43'
12'10'TAL-B 37+16.42, 30.37' LTTAL-B 37+04.42, 30.44' LT
TAL-B 37+04.47, 40.44' LT
ELEV 102.42
TAL-B 37+16.44, 40.37' LT
ELEV 102.89
5'ELEV 102.74ELEV 102.27
STATION 59830 (IB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
FLAG POST 1
SCHEDULE HOLDER 1
CURB PAINT 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.12PLOTTED: Nov 15, 2021-09:49:31am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 59830 (IB)
TIER 3(LOW)
BENSON DR S (SR 515)
(TAL-B-LINE)
STATION PLAN
LOCATION MAP
BENSON DR S S 15TH STS PUGET DR
TA
L
B
O
T
R
D
SS 16TH STSMITHERS
A
V
E
S
RENTON SEGMENT
STATION PLAN
ID# 59830
1S1.12
153
A. VILLAR
C. WILCOX
S. FORMAN
TALBOT RD
S
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
26+00 5.5'43'
12'10'8'TAL-21 25+98.73, 28.35' LT
ELEV 193.83
TAL-21 25+98.72, 18.42' LT
ELEV 193.69
TAL-21 26+10.72, 18.42' LT
ELEV 193.01
TAL-21 26+10.73, 28.35' LT
ELEV 193.17
10'
STATION 60366 (IB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
FLAG POST 1
SCHEDULE HOLDER 1
CURB PAINT 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.13PLOTTED: Nov 15, 2021-09:50:25am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 60366 (IB)
TIER 3(LOW)
TALBOT RD S
(TAL-21-LINE)
LOCATION MAP
TALBO
T
R
D
S
TALBOT
C
R
E
S
T
D
R
S
S 23RD
ST
STATION PLAN
RENTON SEGMENT
STATION PLAN
ID# 60366
1S1.13
154
A. VILLAR
C. WILCOX
S. FORMAN
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
28+00
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL8'43'10'12'
TAL-21 28+29.99, 18.86' RT
ELEV 186.31
TAL-21 28+30.07, 28.86' RT
ELEV 186.46
TAL-21 28+18.43, 29.02' RT
ELEV 186.83
TAL-21 28+18.23, 19.03' RT
ELEV 186.79
6'STATION 59944 (OB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
FLAG POST 1
SCHEDULE HOLDER 1
CURB PAINT 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.14PLOTTED: Nov 15, 2021-09:51:20am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 59944 (OB)
TIER 3(LOW)
TALBOT RD S
(TAL-21-LINE)
LOCATION MAP
TALBO
T
R
D
S
TALBOT
C
R
E
S
T
D
R
S
S 23RD
ST
STATION PLAN
RENTON SEGMENT
STATION PLAN
ID# 59944
1S1.14
155
A. VILLAR
C. WILCOX
S. FORMAN
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
57+00
43'12'10'8'TAL-21 56+99.16, 25.89' RT
ELEV 100.76
TAL-21 56+99.01, 15.89' RT
ELEV 100.60
TAL-21 57+11.01, 15.70' RT
ELEV 100.76
TAL-21 57+11.15, 25.70' RT
ELEV 100.914'10'
8'
TAL-21 56+85.52, 16.72' RT
BEGIN4
TAL-21 57+36.76, 15.63' RT
END4
STATION 59951 (OB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
FLAG POST 1
SCHEDULE HOLDER 1
BOLLARD 0
CURB PAINT 1
PEDESTRIAN GUARDRAIL 66 LF
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.15PLOTTED: Nov 15, 2021-11:16:08am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 59951 (OB)
TIER 3 (LOW)
TALBOT RD S
(TAL-21-LINE)
LOCATION MAP
STATION PLAN S 32ND STTALB
O
T
R
D
S
RENTON SEGMENT
STATION PLAN
ID# 59951
1S1.15
156
A. VILLAR
C. WILCOX
S. FORMAN
4
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
57+005'43'10'12'
TAL-21 56+28.17, 29.88' LT
TAL-21 56+28.20, 19.88' LT
ELEV 100.33
TAL-21 56+40.14, 29.94' LT
TAL-21 56+40.20, 19.92' LT
TAL-21 57+11.01, 15.70' RT
ELEV 100.765'ELEV 100.48
ELEV 100.63
ELEV 100.48
TAL-21 56+85.52, 16.72' RT
STATION 60359 (IB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
FLAG POST 1
SCHEDULE HOLDER 1
CURB PAINT 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.16PLOTTED: Nov 15, 2021-09:53:35am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 60359 (IB)
TIER 3 (LOW)
TALBOT RD S
(TAL-21-LINE)
LOCATION MAP
STATION PLAN S 32ND STTALB
O
T
R
D
S
RENTON SEGMENT
STATION PLAN
ID# 60359
1S1.16
157
A. VILLAR
C. WILCOX
S. FORMAN
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
72+00PLPLPLPLPLPLPLPLPLPLPLPLPLPL 10'55'7'8'TAL-21 71+86.43, 26.48' LT3
TAL-21 71+75.51, 26.48' LT
ELEV 92.65
TAL-21 71+75.51, 16.48' LT
ELEV 92.50 TAL-21 72+30.51, 16.48' LT
ELEV 92.82
TAL-21 72+30.51, 26.48' LT
ELEV 92.98
UDUDSDSDSDSDSD11'8'
STATION 60363 (IB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
RAPIDRIDE MAP CASE 1
CURB PAINT 1
FREESTANDING BENCH 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.17PLOTTED: Nov 15, 2021-09:54:43am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 60363 (IB)
TIER 3
TALBOT RD S
(TAL-21-LINE)
LOCATION MAP
STATION PLAN
TALBOT R
D
S
MORRIS AVE S
S 38TH CTS 37TH STS 36TH STS 37TH STRENTON SEGMENT
STATION PLAN
ID# 60363
1S1.17
158
A. VILLAR
C. WILCOX
S. FORMAN
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
75+00
8'10'55'8'TAL-21 74+97.55, 30.03' RT3
TAL-21 74+53.46, 30.03' RT
ELEV 94.58
TAL-21 74+53.46, 20.03' RT
ELEV 94.43
TAL-21 75+08.46, 20.03' RT
ELEV 94.88
TAL-21 75+08.46, 30.03' RT
ELEV 95.03
10'
10'
STATION 59947 (OB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
RAPIDRIDE MAP CASE 1
CURB PAINT 1
FREESTANDING BENCH 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.18PLOTTED: Nov 15, 2021-09:55:38am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 59947 (OB)
TIER 3
TALBOT RD S
(TAL-21-LINE)
LOCATION MAP
STATION PLAN
TALBOT R
D
S
MORRIS AVE S
S 38TH CTS 37TH STS 36TH STS 38TH CTRENTON SEGMENT
STATION PLAN
ID# 59947
1S1.18
159
A. VILLAR
C. WILCOX
S. FORMAN
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
89+00
55'5'10'5'5'F12'
TAL-21 88+95.24, 22.57' RT
ELEV 109.14
TAL-21 88+40.24, 22.53' RT
ELEV 108.75
TAL-21 88+95.24, 32.50' RT
ELEV 109.29
TAL-21 88+40.24, 32.53' RT
ELEV 108.90
TAL-21 88+66.89, 32.52' RT2 TAL-21 88+80.17, 32.51' RT3
TAL-21 88+27.74, 27.52' RT
BEGIN4 TAL-21 88+48.89, 33.09' RT
END4
TAL-21 88+66.00, 33.05' RT
BEGIN 4
TAL-21 88+95.74, 27.54' RT
END 4
STATION 59949 (OB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION LARGE 1
SHELTER LARGE 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 1
RIGHT WINDSCREEN 0
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
STATION 59949 (OB) AMENITIES
STATION 59949 (OB) AMENITIES
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
PEDESTRIAN LUMINAIRE
FOUNDATION 2
PEDESTRIAN LUMINAIRE HARDWIRED 2
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BIKE RACK 2
BOLLARD 0
PEDESTRIAN GUARDRAIL 62 LF
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.19PLOTTED: Nov 15, 2021-11:13:18am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 59949 (OB)
TIER 1
TALBOT RD S
(TAL-21-LINE)
LOCATION MAP
STATION PLAN
TALBOT RD SS 43RD STRENTON SEGMENT
STATION PLAN
ID# 59949
1S1.19
160
A. VILLAR
C. WILCOX
S. FORMAN
S CARR
RD
88+00 89+0010'55'5'5'5'TAL-21 88+74.28, 22.42' LT
ELEV 109.04
TAL-21 88+74.28, 32.42' LT
ELEV 109.20
TAL-21 88+19.28, 32.42' LT
ELEV 108.79
TAL-21 88+19.28, 22.42' LT
ELEV 108.64
TAL-21 88+47.63, 32.42' LT2TAL-21 88+34.35, 32.42' LT3
F6'
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 60361 (IB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION LARGE 1
SHELTER LARGE 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 0
RIGHT WINDSCREEN 1
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
STATION 60361 (IB) AMENITIES
STATION 60361 (IB) AMENITIES
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
PEDESTRIAN LUMINAIRE
FOUNDATION 2
PEDESTRIAN LUMINAIRE HARDWIRED 2
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BIKE RACK 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.20PLOTTED: Nov 15, 2021-10:01:36am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
TALBOT RD S
STATION 60361 (IB)
TIER 1
(TAL-21-LINE)
LOCATION MAP
STATION PLAN
TALBOT RD SS 43RD STS CARR
RD
RENTON SEGMENT
STATION PLAN
ID# 60361
1S1.20
161
A. VILLAR
C. WILCOX
S. FORMAN
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
34+0010'12'
43'4.5'2'CAR 33+36.26, 32.71' LT
ELEV 253.97
CAR 33+49.00, 32.70' LT
ELEV 255.26
CAR 33+48.87, 22.70' LT
CAR 33+36.37, 22.72' LT4.5'2'ELEV 253.84
ELEV 255.08
CAR 33+35.78, 29.04' LT
BEGIN4
CAR 33+49.49, 29.02' LT
END4
STATION 60340 (IB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
FLAG POST 1
SCHEDULE HOLDER 1
CURB PAINT 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 21 LF
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.21PLOTTED: Nov 15, 2021-11:20:29am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'SE CARR RD
STATION 60340 (IB)
TIER 3 (LOW)
(CAR-LINE)
LOCATION MAP
STATION PLAN
S
E
C
A
R
R
R
D
WELLS AVE SMILL AVE SRENTON SEGMENT
STATION PLAN
ID# 60340
1S1.21
162
A. VILLAR
C. WILCOX
S. FORMAN
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
34+00
43'12'10'6'4.5'2'CAR 33+80.56, 22.41' RT
CAR 33+69.02, 22.34' RT
ELEV 259.70
CAR 33+69.05, 32.34' RT
ELEV 259.86
CAR 33+80.41, 32.40' RT
ELEV 260.81
ELEV 260.96
CAR 33+80.69, 28.75' RT
END 4
CAR 33+68.79, 28.77' RT
BEGIN 4
STATION 59390 (OB) AMENITIES
DESCRIPTION TYPE QTY
FLAG 1
FLAG POST 1
SCHEDULE HOLDER 1
CURB PAINT 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 21 LF
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.22PLOTTED: Nov 15, 2021-11:22:35am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 59390 (OB)
TIER 3 (LOW)
SE CARR RD
(CAR-LINE)
LOCATION MAP
STATION PLAN
S
E
C
A
R
R
R
D
WELLS AVE SMILL AVE SRENTON SEGMENT
STATION PLAN
ID# 59390
1S1.22
163
A. VILLAR
C. WILCOX
S. FORMAN
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
49+00
STATION 59400 (OB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION LARGE 1
SHELTER LARGE 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 1
RIGHT WINDSCREEN 0
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
STATION 59400 (OB) AMENITIES
STATION 59400 (OB) AMENITIES
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
PEDESTRIAN LUMINAIRE
FOUNDATION 2
PEDESTRIAN LUMINAIRE HARDWIRED 2
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BIKE RACK 3
BOLLARD 0
PEDESTRIAN GUARDRAIL TBD
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.23PLOTTED: Nov 15, 2021-10:05:24am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
SE CARR RD
106TH PL SE(CAR-LINE)
LOCATION MAP
STATION PLAN
SE CARR
R
D
105TH PL SE108TH AVE SE1
0
6
TH
P
L
SEBENSON DR SRENTON SEGMENT
STATION PLAN
ID# 59400
1S1.23
164
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
51+00
STATION 60320 (IB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION LARGE 1
SHELTER LARGE 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 1
RIGHT WINDSCREEN 0
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
STATION 60320 (IB) AMENITIES
STATION 60320 (IB) AMENITIES
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
PEDESTRIAN LUMINAIRE
FOUNDATION 2
PEDESTRIAN LUMINAIRE HARDWIRED 2
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BIKE RACK 3
BOLLARD 0
PEDESTRIAN GUARDRAIL TBD
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.24PLOTTED: Nov 15, 2021-10:07:17am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
SE CARR RD
(CAR-LINE)
LOCATION MAP
STATION PLAN
LOCATION MAP
SE CARR
R
D
105TH PL108TH AVE SE1
0
6
TH
P
L
BENSON DR S3
RENTON SEGMENT
STATION PLAN
ID# 60320
1S1.24
165
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
AFOAFOAFOCEXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
14+00 15+00
STATION 57270 (IB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION MEDIUM 1
SHELTER MEDIUM 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 1
RIGHT WINDSCREEN 0
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
STATION 57270 (IB) AMENITIES
STATION 57270 (IB) AMENITIES
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
PEDESTRIAN LUMINAIRE
FOUNDATION 1
PEDESTRIAN LUMINAIRE HARDWIRED 1
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BOLLARD 0
PEDESTRIAN GUARDRAIL TBD
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.25PLOTTED: Nov 15, 2021-10:09:13am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
LOCATION MAP
STATION PLAN
108TH AVE SESE 180TH PLSE 181ST STSE 182ND STSE 180TH STRENTON SEGMENT
STATION PLAN
ID# 57270
1S1.25
166
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
14+00 15+00
AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOCAFOAFOAFOCSTATION 57290 (OB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION MEDIUM 1
SHELTER MEDIUM 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 1
RIGHT WINDSCREEN 0
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
STATION 57290 (OB) AMENITIES
STATION 57290 (OB) AMENITIES
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
PEDESTRIAN LUMINAIRE
FOUNDATION 1
PEDESTRIAN LUMINAIRE HARDWIRED 1
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BOLLARD 0
PEDESTRIAN GUARDRAIL TBD
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.26PLOTTED: Nov 15, 2021-10:11:10am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
108TH AVE SE (SR 515)SE 180TH ST(108TH-LINE)
LOCATION MAP
STATION PLAN
108TH AVE SESE 180TH PLSE 181ST STSE 182ND STSE 180TH STRENTON SEGMENT
STATION PLAN
ID# 57290
1S1.26
167
A. VILLAR
C. WILCOX
S. FORMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
31+00 32+00
10'55'5'108TH 31+39.50, 40.04' RT2 108TH 31+55.77, 40.04' RT3
108TH 31+15.85, 30.04' RT
ELEV 464.50
108TH 31+15.85, 40.04' RT
ELEV 464.65
108TH 31+70.85, 40.04' RT
ELEV 466.41
108TH 31+70.85, 30.04' RT
ELEV 466.26
F
C
AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO25.8'
STATION 57300 (OB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION LARGE 1
SHELTER MEDIUM 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 1
RIGHT WINDSCREEN 0
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
STATION 57300 (OB) AMENITIES
STATION 57300 (OB) AMENITIES
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
PEDESTRIAN LUMINAIRE
FOUNDATION 2
PEDESTRIAN LUMINAIRE HARDWIRED 2
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.27PLOTTED: Nov 15, 2021-10:12:36am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
5'10'
SCALE: 1" = 5'
0'
STATION 57300 (OB)
TIER 2
108TH AVE SE (SR 515)
(108TH-LINE)
LOCATION MAP
STATION PLAN
108TH AVE SE SE 186TH ST107TH AVE SE
RENTON SEGMENT
STATION PLAN
ID# 57300
1S1.27
168
A. VILLAR
C. WILCOX
S. FORMAN
5
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
30+005'55'5'108TH 29+91.48, 40.00' LT2
108TH 29+81.18, 40.00' LT3
108TH 30+21.11, 40.00' LT
ELEV 461.44
108TH 30+21.11, 30.02' LT
ELEV 461.29
108TH 29+66.11, 39.99' LT
ELEV 459.46
108TH 29+66.11, 29.98' LT
ELEV 459.30
F
18'7.4'
10'
STATION 57260 (IB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION MEDIUM 1
SHELTER MEDIUM 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 0
RIGHT WINDSCREEN 1
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
STATION 57260 (IB) AMENITIES
STATION 57260 (IB) AMENITIES
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
PEDESTRIAN LUMINAIRE
FOUNDATION 2
PEDESTRIAN LUMINAIRE HARDWIRED 2
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 1
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.28PLOTTED: Nov 15, 2021-10:14:21am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
STATION 57260 (IB)
TIER 2
5'10'
SCALE: 1" = 5'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
LOCATION MAP
STATION PLAN
108TH AVE SE SE 186TH ST107TH AVE SE
5
RENTON SEGMENT
STATION PLAN
ID# 57260
1S1.28
169
A. VILLAR
C. WILCOX
S. FORMAN
5'54+0010'55'5'108TH 53+65.51, 39.93' LT3 108TH 53+78.78, 39.93' LT2108TH 53+50.43, 39.93' LT
ELEV 460.75
108TH 53+50.43, 29.93' LT
ELEV 460.60 108TH 54+05.43, 29.93' LT
ELEV 458.38
108TH 54+05.43, 39.93' LT
ELEV 458.53
SDSD SD SD SD SD SD SD SD SD SD SD SD SD
F
BOLLARDS (15) AT 5' ON CENTER
6'12'
108TH 53+44.43, 42.43' LT
ELEV 460.99
10'11'
EXISTING STATION. MODIFY SIGN TO I LINE STATION.
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
BOLLARD PER DETAIL C ON SHEET 1S5.01
STATION NOTES
1
2
3
STATION LEGEND
I LINE STATION AREA BOUNDARY
PEDESTRIAN LUMINAIRE
BUS FLAG (WITHIN STATION BOUNDARY)
ADA CLEAR LANDING ZONE
MIDDLE/BACK DOOR LANDING ZONE
TRASH RECEPTACLE
TECH PYLON
BENCH
SHELTER
FOUNDATION
POWER PEDESTAL
HANDHOLE
BIKE RACK
RETAINING WALL
PEDESTRIAN GUARDRAIL
BOLLARD
DETECTABLE WARNING SURFACE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
4
F
NOTES
1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES.
5
6
STATION 57250 (IB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION LARGE 1
SHELTER LARGE 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 0
RIGHT WINDSCREEN 1
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 1
TECH PYLON 1
STATION 57250 (IB) AMENITIES
STATION 57250 (IB) AMENITIES
RTIS 2
ORCA CARD READER MOUNTED TO TECH PYLON 1
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 1
PEDESTRIAN LUMINAIRE
FOUNDATION 2
PEDESTRIAN LUMINAIRE HARDWIRED 2
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BIKE RACK 3
BOLLARD 15
PEDESTRIAN GUARDRAIL 0
C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.29PLOTTED: Nov 15, 2021-10:15:58am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
STATION 57250 (IB)
TIER 1
108TH AVE SE (SR 515)
5'10'
SCALE: 1" = 5'
0'
(108TH-LINE)
LOCATION MAP
STATION PLAN
108TH AVE SE SE 192ND ST107TH AVE SE
RENTON SEGMENT
STATION PLAN
ID# 57250
1S1.29
170
A. VILLAR
C. WILCOX
S. FORMAN
5 6
108th ave se
55' STATION PLATFORM 12'6'
BUS ZONE FLAG SIGN TO
BE INSTALLED BY OWNER
LARGE RAPIDRIDE SHELTER RR2 IN
MIRRORED CONFIGURATION, SEE
SHEET FSI-105-00-004/001 IN RAPIDRIDE
2 KIT OF PARTS DRAWING PACKAGE
BENCH, TYP
TECH PYLON, SEE SHEET
FSI-105-00-003/02 IN TECH
PYLON DRAWING PACKAGE
TRASH RECEPTACLE
BIKE RACK, TYP
BENCH, TYP
TECH PYLON, SEE SHEET
FSI-105-00-003/02 IN TECH
PYLON DRAWING PACKAGE
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
ILLUMINATION DRAWINGS
POWER PEDESTAL, SEE
ELECTRICAL DRAWINGSBUS ZONE FLAG SIGN TO
BE INSTALLED BY OWNER
TRASH RECEPTACLE
BENCH, TYPBUS ZONE FLAG SIGN TO
BE INSTALLED BY OWNER
55' STATION PLATFORM
108th ave se 108th ave se
83' STATION PLATFORM6'12'
55' STATION PLATFORM
108th ave se
30"
CLR
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
ILLUMINATION DRAWINGS
30"
CLR
TRASH RECEPTACLE
37'-3"
29'-4"
29'-4"
EQ
29'-4"
29'-4"
EQ
37'-3"
37'-3"41'-11"
CL
COLUMN
CL
COLUMN
CL
COLUMN
CL
COLUMN
MEET AND MATCH EXISTING
ADJACENT PAVING
MEET AND MATCH EXISTING
ADJACENT PAVING
MEET AND MATCH EXISTING
ADJACENT PAVING
LARGE RAPIDRIDE SHELTER RR2, SEE
SHEET FSI-105-00-004/001 IN RAPIDRIDE
2 KIT OF PARTS DRAWING PACKAGE
BIKE RACK, TYP
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
ILLUMINATION DRAWINGS
POWER PEDESTAL, SEE
ELECTRICAL DRAWINGS
LARGE RAPIDRIDE SHELTER RR2, SEE
SHEET FSI-105-00-004/001 IN RAPIDRIDE
2 KIT OF PARTS DRAWING PACKAGE
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
ILLUMINATION DRAWINGS
POWER PEDESTAL,
SEE ELECTRICAL
DRAWINGS
MEDIUM RAPIDRIDE SHELTER RR2, SEE
SHEET FSI-105-00-004/001 IN RAPIDRIDE 2
KIT OF PARTS DRAWING PACKAGE
BUS ZONE FLAG SIGN TO
BE INSTALLED BY OWNER
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
ILLUMINATION DRAWINGS
MEET AND MATCH EXISTING
ADJACENT PAVING
BENCH, TYP
TECH PYLON, SEE SHEET
FSI-105-00-003/02 IN TECH
PYLON DRAWING PACKAGE
TECH PYLON, SEE SHEET
FSI-105-00-003/02 IN TECH
PYLON DRAWING PACKAGE
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
ILLUMINATION DRAWINGS
HARD-WIRED PEDESTRIAN
LUMINAIRE, TYP, SEE
ILLUMINATION DRAWINGS
S6.01
A
C:\pw_workdir\den003\ext_sn083213\d0601389\1 S4.01.dwg | Layout: 1S4.01PLOTTED: Nov 05, 2021-12:43:17pm By snowaczykXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W ASHI
N
GTONNO
.8 .JU L IE T B.VON
G
57 EX PLICENSE
D
LANDSCA P E A R C HITECT02/2022METRO PROJECT ENGINEER
RENTON SEGMENT
TYPICAL STATION ELEVATIONS
1S4.01
171
XXX
XXX
XXX
S6.01
A
S6.01
C
S6.01
B
S6.01
C
S6.01
B
S6.01
B
SCALE:
I LINE RAPIDRIDE
TYPICAL TIER 1 STATION
ELEVATION
1" = 10'-0"
A
S4.01
S6.01
A
S6.01
A
SCALE:
I LINE RAPIDRIDE
TYPICAL TIER 1L STATION
ELEVATION
1" = 10'-0"
B
S4.01
SCALE:
I LINE RAPIDRIDE
TYPICAL TIER 2 STATION
ELEVATION
1" = 10'-0"
C
S4.01 SCALE:
I LINE RAPIDRIDE
TYPICAL TIER 3 STATION
ELEVATION
1" = 10'-0"
D
S4.01
RAPIDRIDE SHELTER RR2,
SEE SHEET FSI-105-00-004/001
IN RAPIDRIDE 2 KIT OF PARTS
DRAWING PACKAGE
LANDSCAPE AREA,
SEE CIVIL
DRAWINGS FOR
NON TYPICAL BACK
OF STATION
CONDITIONS
10' MIN
CURB
SEE CIVIL
DRAWINGS
CONCRETE PAVING,
SEE CIVIL DRAWINGS
LEFT OR RIGHT
WINDSCREEN WHERE
OCCURS, SEE
STATION PLANS
SHELTER FOUNDATION, SEE
SHEET S2.11 IN RAPIDRIDE 2
KIT OF PARTS STRUCTURAL
DRAWINGS
1'-5-1/2"
PER STRUCTURAL
DRAWINGS
CL
COLUMN 1'-6"AGGREGATE BASE
CLASS 3000 CONCRETE
6" x 1/4" STEEL BAR
THROUGH CENTER
OF HSS POST 4" MIN2"8"2"4" SQUARE
1/2" REFLECTIVE TAPE, TYP
PROVIDE 2"x3/8" JOINT MATERIAL
WHERE FOUNDATION ABUTS
ADJACENT PAVEMENT
4x4x1/4 HSS BOLLARD FILLED
WITH CLASS 3000 CONCRETE
1/2" REFLECTIVE TAPE WITH
1" GAPS BETWEEN TAPE
BANDS, TYP
1'-2 1/2" CIRCLE 5"3'-0"BACK OF STATION STREET
20°3'-4"3'-6"6'-0" MAX
4" OC
TYP
VARIES
1-1/2" DIA STEEL PIPE
3/4" DIA BAR STOCK
WELDED TO STEEL PIPES,
TYP; OR 2" x 3/8" BAR
1-1/2" DIA PIPE STD STEEL
OR 2" x 3/8" PLATE
NOTE:
1.SLOPE HORIZONTAL RAILS TO MATCH FINISHED
GRADE, VERTICAL ELEMENT SHALL BE PLUMB.
CL
CL
CL CL CLCL
S5.01
E
6"1 1/4"1 1/4"3 1/2"6"3"2" MIN4 EACH 5/8" DIA
HILTI BOLT, 4 PER
BASE PLATE WITH
WASHERS, DRILL
HOLES IN BASE
PLATE FOR
ANCHOR BOLTS
EDGE OF
CONCRETE
8 1/2"10" MIN WHENINSTALLING ON A WALL1-1/2" DIA
STEEL PIPE
3/16" FILLET
WELD
BASE PLATE
NON METALIC
NON SHRINKING
NON STAINING GROUT1/2"1/2"STEEL
SHIM 3 1/8"EMBEDMENT2 1/4"5/8" ± DIA
NOTES:
1.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE LATEST WSDOT STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND AMENDMENTS.
2.STRUCTURAL STEEL BASE PLATES SHALL BE IN ACCORDANCE WITH
ASTM A36 WITH A MINIMUM YIELD STRENGTH OF 36,000 PSI.
3.ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST
AWS STANDARDS.
4.USE LOW HYDROGEN E70XX ELECTRODES FOR ALL WELDING.
5.MINIMUM DESIGN BOLT LOAD PER ANCHOR BOLT = 3,250 LBS TENSION.
6.HORIZONTAL SHEAR IS LESS THAN 250 LBS PER BOLT AND MAY
BE NEGLECTED.
7.SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1701 IS
REQUIRED FOR THE SUPPLY, THE CORE DRILLING AND THE INSTALLATION
INSPECTION FOR ALL ANCHOR BOLTS.
8.ALL DRILLED IN PLACE ANCHOR BOLTS SHALL BE PROVIDED BY HILTI OR
APPROVED EQUIVALENT.
9.SUBSTITUTIONS SHALL TAKE INTO ACCOUNT DISTANCE BETWEEN BOLTS
IN THE BASE PLATE, THEIR EMBEDMENT IN THE CONCRETE DECK AND
EDGE DISTANCE TO ATTAIN THIS MINIMUM BOLT LOAD.
10.ALL HILTI HOLES SHALL BE FORE DRILLED IN ACCORDANCE WITH
HILTI REQUIREMENTS.
11.GROUT FOR SETTING THE ANCHOR PLATES ON SHALL BE: NON METALLIC,
NON STAINING NON SHRINK GROUT (OR DRYPACK) WITH A MINIMUM 28
DAY STRENGTH OF 4000 PSI. MATCH EXISTING CONCRETE COLOR.
12.THE CONTRACTOR SHALL SUBMIT AN INSTALLATION PLAN TO THE
ENGINEER FOR REVIEW PRIOR TO INSTALLATION.
CL
CL CL
CLCL
TECH PYLON, SEE SHEET
FSI-105-00-003/02 IN TECH
PYLON DRAWING PACKAGE
LANDSCAPE AREA,
SEE CIVIL
DRAWINGS FOR
NON TYPICAL BACK
OF STATION
CONDITIONS
10' MIN
CURB
SEE CIVIL
DRAWINGS
1'-11"
PER STRUCTURAL
DRAWINGS
CL
COLUMN
TECH PYLON FOUNDATION,
SEE SHEET S3.01 IN
RAPIDRIDE 2 KIT OF PARTS
STRUCTURAL DRAWINGS
CONCRETE PAVING,
SEE CIVIL DRAWINGS
C:\pw_workdir\den003\ext_sn083213\d0601389\1 S5.01.dwg | Layout: 1S5.01PLOTTED: Nov 04, 2021-09:53:24am By snowaczykXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A SHI
N
GTONNO
.8 .JU L I E T B.VON
G
57 EX PLICENSE
D
LANDSC A P E A R C HITECT02/2022METRO PROJECT ENGINEER
RENTON SEGMENT
TYPICAL STATION SECTIONS
1S5.01
XXX
XXX
XXX
SCALE:
STATION RAILING
DETAIL
NTS
D
S5.01
SCALE:
STATION BOLLARD
DETAIL
NTS
C
S5.01
SCALE:
STATION RAILING ATTACHMENT
DETAIL
NTS
E
S5.01
SCALE:
I LINE RAPIDRIDE
TYPICAL SHELTER SECTION
SECTION
3/8" = 1'-0"
A
S5.01 SCALE:
I LINE RAPIDRIDE
TYPICAL TECH PYLON SECTION
SECTION
3/8" = 1'-0"
B
S5.01
SCALE:
STATION RAILING
DETAIL
NTS
D
S5.01
172
PLAN
ARM REST
PER MFR, TYP
BASE COURSE, SEE CIVIL
THICKENED CONCRETE PAVING
BENCH, SEE SPECS
6"NOTE:
1.LOCATE BENCHES AS SHOWN IN
PLANS, FIELD VERIFY WITH PROJECT
REPRESENTATIVE TO INSTALLATION.
2.INSTALL BENCH LEVEL, PROVIDE
LEVELING NUTS AS REQUIRED.
SUBGRADE, SEE CIVIL
6"6"
SECTION 6"6"6"
SECTION1'-5"1'-0" CLR
3'-8", OC 1'-5"ARM REST
PER MFR, TYP
4'-0"
4'-0"1'-0" CLREDGE OF CONCRETE PAVING
2S6.01
D
2S6.01
D
2S6.01
D
BACK OF BENCH
FRONT OF BENCH
ELEVATION SECTION
FINISH GRADE OF
CONCRETE PAVING,
SEE CIVIL DWGS
BICYCLE RACK, SEE SPECS
THICKENED
CONCRETE
PAVING
3"
TYP
NOTE:
1.FIELD VERIFY SITE
FURNISHING LOCATIONS WITH
PROJECT REPRESENTATIVE
PRIOR TO INSTALLATION.6"2'-21
2"
2S6.01
D
2S6.01
D
3"
TYP PLAN
ADJACENT SIDEWALK,
SEE CIVIL DWGS
EDGE OF CONCRETE
PAVING, SEE CIVIL2'-0",TYP8'-0", TYP
6'-0",TYP6'-0", TYP
WALL, CURB, OR
OTHER VERTICAL
OBSTRUCTION 4'-8"4'-8"SECTIONSECTION
FINISH GRADE OF
ADJACENT CONCRETE
PAVING, SEE CIVIL DWGS
BASE COURSE
NOTE:
1.INSTALL LITTER RECEPTACLE ENCLOSURE
LEVEL, USE LEVELING NUTS AS REQUIRED.
2S6.01
D 2S6.01
D
2'-7"
3", TYP3", TYP 3", TYP3", TYP6"6"1'-0", CLR
LITTER RECEPTACLE
LITTER RECEPTACLE
LITTER RECEPTACLE
OPENING TO FACE STREET CL
2'-6"
STREET BACK OF SIDEWALK
MIN 3.5"EMBEDMENTEPOXY SET
ANCHOR BOLT
INTO CONCRETE
SS LOCKING WASHER, DIA
SIZED BE 1/8" LARGER THAN
CAP HEX NUT
GASKET, NEOPRENE OR
APPROVED EQUAL
CONCRETE PAVING
PER CIVIL PLAN
SECTION
BASE OF BICYCLE RACK
OR TRASH RECEPTACLE
3/8" DIA X 3' LENGTH
CONCRETE WEDGE
ANCHOR, 4 PER
BICYCLE RACK OR
TRASH RECEPTACLE
SS ROUND CAP HEX
NUT ON THREADED
BOLT; TAMPER &
VANDAL PROOF
C:\pw_workdir\den003\ext_jb081907\d0601389\1 S6.01.dwg | Layout: 1S6.01PLOTTED: Nov 02, 2021-02:23:45pm By jbakkeXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A SHI
N
GTONNO
.8 .JU L I E T B.VON
G
57 EX PLICENSE
D
LANDSC A P E A R C HITECT02/2022METRO PROJECT ENGINEER
RENTON SEGMENT
TYPICAL STATION DETAILS
1S6.01
XXX
XXX
XXX
SCALE:
I LINE RAPIDRIDE
BENCH WITH CONCRET FOOTING
DETAIL
NTS
A
2S6.01 SCALE:
I LINE RAPIDRIDE
TRASH RECEPTACLE
DETAIL
NTS
B
2S6.01
SCALE:
I LINE RAPIDRIDE
BICYCLE RACK SURFACE MOUNT
DETAIL
NTS
C
2S6.01 SCALE:
I LINE RAPIDRIDE
SURFACE MOUNT
DETAIL
NTS
D
2S6.01
173
14+00
10+00
11+001
2ND 13+66.43, 51.36' LT
RAMP 1
2
2
C
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.01PLOTTED: Nov 05, 2021-08:43:22am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
S 2ND ST
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
S 2ND ST & MORRIS AVE S
1C6.01
A. VILLAR
C. WILCOX
S. FORMAN
MORRIS AVE S(2ND-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
PERPENDICULAR CURB RAMP EXAMPLE
N.T.S.(MOR-LINE)174
17+00
13
2ND 16+93.47, 57.70' LT
RAMP 1
22ND 17+25.56, 60.41' LT
RAMP 22
2
4
2ND 16+74.77, 49.06' LT
LP
FL. EL. 32.31
2ND 16+98.85, 68.11' LT
HP
FL EL: 32.29
2ND 17+28.86, 98.34' LT
LP
FL EL: 32.10
2ND 17+22.15, 68.56' LT
HP
FL EL: 32.28
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.02PLOTTED: Nov 05, 2021-08:47:22am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
S 2ND ST & WHITWORTH AVE S
1C6.02
A. VILLAR
C. WILCOX
S. FORMAN
S 2ND ST
WHITWORTH AVE S(2ND-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
PERPENDICULAR CURB RAMP EXAMPLE
N.T.S.
175
20+00
2ND 19+90.11, 51.91' LT
RAMP 1
22ND 19+99.69, 60.14' LT
RAMP 222ND 20+34.67, 65.96' LT
RAMP 32
20+35.73, 85.38' LT
1
4
2
3
2ND 19+87.73, 23.51' RT
RAMP 41
CPARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.03PLOTTED: Nov 05, 2021-08:51:31am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
S 2ND ST & SHATTUCK AVE S
1C6.03
A. VILLAR
C. WILCOX
S. FORMAN
S 2ND ST
SHATTUCK AVE S(2ND-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
PERPENDICULAR CURB RAMP EXAMPLE
N.T.S.
PARALLEL CURB RAMP EXAMPLE
N.T.S.
176
18+29 17+0018+0010+00
11+00
GRA 11+02.98, 39.50' LT
RAMP 1
3
1
C
3
2
4
GRA 10+51.44, 42.90' LT
DWS
4
GRA 10+31.66, 28.81' LT
DWS4
GRA 10+27.69, 39.48' LT
DWS4
GRA 10+41.70, 64.65' LT
PC
GRA 10+45.28, 63.64' LT
PT
R=2.00'
GRA 10+57.33, 28.81' LT
PC
GRA 10+58.66, 32.09' LT
PT
GRA 10+25.09, 31.32' LT
PC
GRA 10+27.02, 28.80' LT
PT
GRA 10+33.52, 39.49' LT
GRA 10+32.01, 34.49' LT
GRA 10+36.06, 35.14' LT5'
4'5'GRA 10+84.34, 46.00' LT
LP
FL EL: 24.82
5'GRA 10+42.49, 37.89' LT
GRA 10+41.46, 42.89' LT
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.04PLOTTED: Nov 05, 2021-08:55:32am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
S GRADY WAY & LAKE AVE S
1C6.04
A. VILLAR
C. WILCOX
S. FORMAN
S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
SINGLE DIRECTION CURB RAMP EXAMPLE
N.T.S.
177
15+00
16+00
GRA 14+99.05, 50.41' LT
RAMP 1
1
GRA 15+69.34, 57.69' LT
RAMP 21
GRA 15+68.60, 48.12' RT
RAMP 31
GRA 14+93.78, 56.19' RT
RAMP 4
1
1 2
3
4
C
GRA 14+83.02, 41.62' LT
LP
FL EL: 25.35
GRA 15+54.35, 74.51' RT
LP
FL EL: 25.88
GRA 15+00.33, 88.48' RT
LP
FL EL: 25.86
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.05PLOTTED: Nov 05, 2021-08:59:36am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
S GRADY WAY & SHATTUCK AVE S
1C6.05
A. VILLAR
C. WILCOX
S. FORMAN
S GRADY WAYSHATTUCK AVE S(GRA-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
PARALLEL CURB RAMP EXAMPLE
N.T.S.
178
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
25+27
25+00
10+00GRA 24+64.83, 50.92' LT
RAMP 1 1
1
C
C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.06PLOTTED: Nov 05, 2021-09:03:39am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
S GRADY WAY & TALBOT RD S
1C6.06
A. VILLAR
C. WILCOX
S. FORMAN
S GRADY WAY
TALBOT RD S (SR 515)(GRA-LINE)(TAL-B-LINE)CURB RETURN SCHEDULE
CURB RAMP TABLE
PARALLEL CURB RAMP EXAMPLE
N.T.S.
179
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
25+27
24+00
25+00
10+0011+001
2
3
4
TAL-B 10+43.87, 53.96' LT
RAMP 11
TAL-B 10+73.33, 84.94' RT
RAMP 23
TAL-B 10+52.14, 78.27' RT
DWS4
TAL-B 10+51.58, 64.93' RT
DWS 4
TAL-B 10+36.56, 61.79' RT
DWS4
TAL-B 10+37.50, 49.59' RT
DWS 4
TAL-B 10+27.03, 56.56' RT
DWS 4
TAL-B 10+64.12, 97.16' RT
LP
FL EL: 29.79
TAL-B 10+82.35, 42.00' LT
LP
FL EL: 31.19
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.07PLOTTED: Nov 05, 2021-09:07:41am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
S GRADY WAY & TALBOT RD S
1C6.07
A. VILLAR
C. WILCOX
S. FORMAN
S GRADY WAY
TALBOT RD S (SR 515)(GRA-LINE)(TAL-B-LINE)CURB RETURN SCHEDULE
CURB RAMP TABLE
PERPENDICULAR CURB
RAMP EXAMPLE
N.T.S.
PARALLEL CURB RAMP EXAMPLE
N.T.S.
C5.02
C
180
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
13+00
14+00
1
2
TAL-B 13+54.25, 47.70' LT
RAMP 11
TAL-B 14+11.54, 51.30' LT
RAMP 21
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.08PLOTTED: Nov 05, 2021-09:11:48am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
TALBOT RD S (SR 515)
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
TALBOT RD S
1C6.08
A. VILLAR
C. WILCOX
S. FORMAN
(TAL-B-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
PARALLEL CURB RAMP EXAMPLE
N.T.S.
181
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
16+00
1
TAL-B 15+80.72, 51.31' RT
RAMP 11
TAL-B 15+84.22, 71.46' RT
PT
TAL-B 15+78.20, 76.01' RT
PC
TAL-B 15+71.42, 75.46' RT
PT
TAL-B 15+68.44, 71.99' RT
PC
R=5.00'
R=3.00'
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.09PLOTTED: Nov 05, 2021-09:15:59am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
TALBOT RD S (SR 515)
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
TALBOT RD S
1C6.09
A. VILLAR
C. WILCOX
S. FORMAN
(TAL-B-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
PARALLEL CURB RAMP EXAMPLE
N.T.S.
182
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
17+00
1
TAL-B 16+59.06, 41.00' LT
RAMP 1 3
TAL-B 16+48.67, 41.00' LT
LP
FL EL: 32.13
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.10PLOTTED: Nov 05, 2021-09:24:32am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
TALBOT RD S (SR 515)
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
TALBOT RD S
1C6.10
A. VILLAR
C. WILCOX
S. FORMAN
(TAL-B-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
DIRECTIONAL CURB RAMP EXAMPLE
NTS
183
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
22+00 23+00
1
TAL-B 22+03.77, 42.57' RT
RAMP 1 1
TAL-B 22+45.43, 68.42' RT
RAMP 2 1
CLEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.11PLOTTED: Nov 05, 2021-09:28:27am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
TALBOT RD S
S RENTON VILLAGE PLRENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
TALBOT RD S & S RENTON VILLAGE PL
1C6.11
A. VILLAR
C. WILCOX
S. FORMAN
(TAL-B-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
PARALLEL CURB RAMP EXAMPLE
NTS
184
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
25+00 26+00
1
2
TAL-21 25+56.71, 25.82' LT
RAMP 11
TAL-21 25+63.01, 18.32' RT
RAMP 22
TAL-21 25+69.78, 13.76' RT
HP
FL EL: 194.07
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.12PLOTTED: Nov 05, 2021-09:32:44am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
TALBOT RD SS 23RD
ST
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
TALBOT RD S & S 23RD ST
1C6.12
A. VILLAR
C. WILCOX
S. FORMAN
(TAL-21-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
PERPENDICULAR CURB RAMP EXAMPLE
NTS
PARALLEL CURB RAMP EXAMPLE
NTS
185
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4PLPLPLPLPL
57+00
58+00PLPLPLPLPL
TAL-21 57+36.25, 14.83' RT
RAMP 1 1
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.13PLOTTED: Nov 05, 2021-09:36:48am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
TALBOT RD S S 32ND STRENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
TALBOT RD S & S 32ND ST
1C6.13
A. VILLAR
C. WILCOX
S. FORMAN
(TAL-21-LINE)
CURB RAMP TABLE
PARALLEL CURB RAMP EXAMPLE
NTS
186
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
LEGENDPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
72+00 73+00UD13PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL2
4
TAL-21 72+38.98, 16.02' LT
RAMP 13
TAL-21 73+07.42, 15.98' LT
RAMP 2
LP
FL EL: 92.57
3
TAL-21 73+15.38, 34.64' LT
TAL-21 73+01.96, 55.39' LT
TAL-21 72+99.08, 50.29' LT
PT
TAL-21 72+84.32, 52.41' LT
PC
TAL-21 72+80.12, 75.24' LT
TAL-21 72+82.54, 60.09' LT
TAL-21 72+59.49, 72.05' LT
R=8.00''
R=8.00'
TAL-21 72+56.34, 24.48' LT
LP
FL EL: 91.99
TAL-21 72+48.99, 46.30' LT
TAL-21 72+60.12, 65.98' LT
PT
TAL-21 72+51.39, 57.07' LT
PC
TAL-21 72+47.50, 58.41' LT
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.14PLOTTED: Nov 05, 2021-09:40:54am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
TALBOT RD SS 37TH STRENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
TALBOT RD S & S 37TH ST
1C6.14
A. VILLAR
C. WILCOX
S. FORMAN
(TAL-21-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
DIRECTIONAL CURB RAMP EXAMPLE
NTS
187
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4P74+00 75+00
1 2PTAL-21 73+75.00, 15.98' LT
RAMP 1 1
TAL-21 73+84.09, 19.52' RT
RAMP 2 1
TAL-21 75+44.62, 29.75' RT
RAMP 31
TAL-21 75+47.93, 35.92' RT
LP
FL EL 93.89
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.15PLOTTED: Nov 05, 2021-09:45:06am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
TALBOT RD S
S 38TH CTS 37TH STRENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
TALBOT RD S & S 37TH ST, S 38TH CT
1C6.15
A. VILLAR
C. WILCOX
S. FORMAN
(TAL-21-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
PARALLEL CURB RAMP EXAMPLE
NTS
188
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4PLPLPLPLPLPLPLPLPLPLPL
PLPL89+00 2
1 PLPLPLPLPLPLPLPLPLPLPLPLPLTAL-21 89+12.88, 22.45' LT
DWS 4
TAL-21 89+20.40, 5.00' LT
DWS 4
TAL-21 89+14.28, 5.00' RT
DWS4
TAL-21 89+24.28, 24.71' RT
DWS 4FFTAL-21 89+10.40, 5.00' LT
TAL-21 89+10.40, 2.00' LT
TAL-21 89+14.28, 2.00' RT
TAL-21 89+20.40, 2.00' LT
TAL-21 89+24.27, 2.00' RT
TAL-21 89+24.28, 5.00' RT
10'
10'
TAL-21 89+05.68, 21.99' RT
LP
FL EL: 108.43
TAL-21 88+86.37, 21.92' LT
LP
FL EL: 108.44
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.16PLOTTED: Nov 05, 2021-09:49:20am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
TALBOT RD S
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
TALBOT RD S
1C6.16
A. VILLAR
C. WILCOX
S. FORMAN
(TAL-21-LINE)
CURB RETURN SCHEDULE
189
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
45+00
46+00
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.17PLOTTED: Nov 05, 2021-09:53:33am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
S CARR RD
105TH PL SERENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
S CARR RD & 105TH PL SE
1C6.17
A. VILLAR
C. WILCOX
S. FORMAN
(CAR-LINE)
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
190
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
48+00
49+00
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.18PLOTTED: Nov 05, 2021-09:57:37am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
S CARR RD
106TH PL SERENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
S CARR RD & 106TH PL SE
1C6.18
A. VILLAR
C. WILCOX
S. FORMAN
(CAR-LINE)
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
191
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
0+00
54+10
53+00
54+00
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.19PLOTTED: Nov 05, 2021-10:01:39am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
SE CARR RD
108TH AVE SERENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
S CARR RD & 108TH AVE SE
1C6.19
A. VILLAR
C. WILCOX
S. FORMAN
(CAR-LINE)(108TH-LINE)60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
192
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
LEGENDPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL14+00PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
CLEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.20.dwg | Layout: 1C6.20PLOTTED: Nov 05, 2021-10:06:00am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
108TH AVE SE (SR 515)SE 180TH STRENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
108TH AVE SE & SE 180TH ST
1C6.20
A. VILLAR
C. WILCOX
S. FORMAN
(108TH-LINE)
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
193
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPPL31+00 32+00
108TH 30+61.85, 29.55' LT
RAMP 11
108TH 30+69.34, 4.63' LT
DWS
4
108TH 30+59.36, 5.39' RT
DWS4
108TH 30+66.85, 29.54' RT
RAMP 21
1 2
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPPL108TH 31+93.99, 39.44' RT
RAMP 32
F
C
3
108TH 30+69.36, 5.37' RT
108TH 30+59.34, 4.61' LT
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.20.dwg | Layout: 1C6.21PLOTTED: Nov 05, 2021-10:45:07am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
108TH AVE SE (SR 515)
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
108TH AVE SE & SE 186TH ST
1C6.21
A. VILLAR
C. WILCOX
S. FORMAN
(108TH-LINE)
CURB RETURN SCHEDULE
CURB RAMP TABLE
PERPENDICULAR CURB RAMP EXAMPLE
NTS SE 186TH STPARALLEL CURB RAMP EXAMPLE
NTS
194
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
GENERAL NOTES
INTERSECTION NOTES
1
2
1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
3
4
54+00
108TH 54+48.92, 36.80' LT
RAMP 11
1
F
108TH 54+61.08, 54.76' LT
LP
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.20.dwg | Layout: 1C6.22PLOTTED: Nov 05, 2021-10:14:29am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
108TH AVE SE (SR 515)SE 192ND STRENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
108TH AVE SE & SE 192ND ST
1C6.22
A. VILLAR
C. WILCOX
S. FORMAN
CITY OF RENTONCITY OF KENTCURB RETURN SCHEDULE
CURB RAMP TABLE
PARALLEL CURB RAMP EXAMPLE
NTS
(108TH-LINE)
195
SCALE:
RAISED BIKE LANE AT STATION
DETAIL
1"=5'
A
-C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C5.01.dwg | Layout: 1C5.01PLOTTED: Nov 05, 2021-03:10:23pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
CIVIL DETAILS 1C5.01
196
A. VILLAR
C. WILCOX
S. FORMAN
TAL-B 10+27.97, 60.57' RT
PC
TAL-B 10+26.95, 61.56' RT
PC
TAL-B 10+34.58, 60.69' RT
PT
TAL-B 10+35.82, 62.99' RT
PRC
TAL-B 10+28.59, 77.07' RT
PRC
TAL-B 10+26.66, 76.68' RT
PT
R=1.00'
R=1.00'
R=1.50'
4'
TAL-B 10+28.03, 56.57' RT
PC
TAL-B 10+27.05, 55.56' RT
PT
TAL-B 10+27.12, 50.58' RT
PC
TAL-B 10+28.12, 49.59' RT
PT
TAL-B 10+32.57, 49.59' RT
PC
TAL-B 10+33.07, 55.74' RT
PC
TAL-B 10+32.06, 56.64' RT
PT
TAL-B 10+33.57, 50.69' RT
PT
R=1.00'
R=1.00'
R=1.00'
R=1.00'
4'4'TAL-B 10+37.61, 50.50' RT
PC
TAL-B 10+38.60, 49.59' RT
PT
TAL-B 10+44.08, 49.59' RT
PC
TAL-B 10+44.82, 51.27' RT
PRC
TAL-B 10+39.72, 57.39' RT
PRC
TAL-B 10+37.03, 56.33' RT
PT
R=1.00'
R=1.50'
R=1.00'
R=85.00'
L=7.96'
Δ=005°22'08"
R=85.00'
L=15.85'
Δ=010°40'58"14'SCALE:
CONCRETE CROSSWALK
DETAIL
NOT TO SCALE
B
-C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C5.01.dwg | Layout: 1C5.02PLOTTED: Nov 05, 2021-03:10:38pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
CIVIL DETAILS 1C5.02
197
A. VILLAR
C. WILCOX
S. FORMAN
SCALE:
DETAIL
1"=5'
C
C5.02
S GRADY WAY
TALBOT ROAD SSCALE:
CEMENT CONC. SIDEWALK WITH INTEGRAL CURB
DETAIL
NTS
D
#4 REINFORCING BAR
CONT. W/ 2' MIN LAP
3-4" REINFORCING BAR
CONT. W/2' MIN LAP
AND 2" MIN COVER
4" CSTC
4" CEMENT CONC. SIDEWALK
#4 BARS
18" MAX
EXISTING GROUND
24"
6"
1" R (TYP)
INTEGRAL CURB
MAX 2:1 SLOPE
CEMENT CONC. SIDEWALK WITH INTEGRAL CURB
SIDEWALK WIDTH VARIES
@ 18" SPACING
18+0010+00.00 11+00.00
DW-R01 10+00.00
GRA 18+07.17
MATCH NEATLY TO EXISTING
ASPHALT SURFACE
N22° 04' 27"W
30'DW-R01 11+00.00
N: 175297.53
E: 1299570.663
1 TYPE C2B
5
5
DW-R01 10+39.50
DW-R01 10+67.00
DW-R01 10+56.55, 19.82' LT
DW-R01 10+63.05, 19.79' LT
DW-R01 10+63.03, 14.79' LT
DW-R01 10+67.07, 22.78' LT7.5'
DW-R01 10+63.03, 15.02' RT
DW-R01 10+63.05, 20.02' RT
DW-R01 10+56.55, 20.05' RT
DW-R01 10+67.07, 23.01' RT7.5'
5.5'8'3.5'
R=2.50'
DW-R01 10+53.03, 14.83' LT
DW-R01 10+53.03, 15.06' RT
R=2.50'
GENERAL NOTES
CONSTRUCTION NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE
FACE OF CURB.
2.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS.
3.REFER TO ROADWAY TYPICAL SECTIONS FOR PROPERTY SLOPE
RESTORATION DETAILS BEHIND SIDEWALK.
4.REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT
AND RIGHT-OF-WAY DETAILS.
5.CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING
GRADE.
6.ALL ELEVATIONS SHOWN ARE FINISHED GRADE.
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104.1 AND 104.3
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H-22 OVER 4-IN CSBC.
CONCRETE APPROACH WITH 6-IN. CEMENT CONC. PAVEMENT OVER
3-IN CSBC.
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN
101
1
2
3
4
5
LEGEND
HMA
CEMENT CONCRETE PAVEMENT
LANDSCAPING
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
FENCE
RETAINING WALL
20
25
30
35
20
25
30
35
10+00 10+20 10+40 10+60 10+80 11+0027.327.426.9027.927.76EXPROPPROPOSED GROUND
EXISTING GROUND
1.50%
4.84%
8.11%VPI STA = 10+39.96EL 26.90VPI STA = 10+45.00EL 27.31VPI STA = 10+53.00EL 27.43VPI STA = 10+67.00EL 28.10VPI STA = 10+26.50EL 27.02-2.24%20+0010+00.00 11+00.00
DW-R02 10+00.00
GRA 19+76.59
N24° 36' 55"W
30'1 TYPE C2B
3
MATCH NEATLY TO EXISTING
ASPHALT SURFACE
DW-R02 10+67.00
DW-R02 11+00.00
N: 175362.90
E: 1299722.13
DW-R02 10+39.50
5
DW-R02 10+56.55, 19.80' LT
DW-R02 10+67.07, 22.75' LT
DW-R02 10+63.05, 19.77' LT
DW-R02 10+63.03, 14.77' LT
7.5'
DW-R02 10+63.03, 15.04' RT
DW-R02 10+63.05, 20.04' RT
DW-R02 10+56.55, 20.07' RT
DW-R02 10+67.10, 28.03' RT
5
7.5'5.5'8'3.5'
DW-R02 10+53.03, 14.81' LT
R=2.50'
R=2.50'
DW-R02 10+53.03, 15.08' RT
20
25
30
35
20
25
30
35
10+00 10+20 10+40 10+60 10+80 11+0027.727.827.3728.328.391.50%
7.14%
8.11%VPI STA = 10+39.95EL 27.36VPI STA = 10+45.00EL 27.77VPI STA = 10+53.00EL 27.89VPI STA = 10+67.00EL 28.89EXPROPPROPOSED GROUND
EXISTING GROUND
VPI STA = 10+26.50EL 27.41-1.58%C:\Users\schwasb\appdata\local\temp\AcPublish_20916\1 C9.01.dwg | Layout: 1C9.01PLOTTED: Nov 05, 2021-02:00:25pm By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
DRIVEWAY PLAN & PROFILE
1C9.01
A. VILLAR
C. WILCOX
S. FORMAN
S GRADY WAY(GRA-LINE)DW-R01-LINE
DRIVEWAY DW-R01 PROFILE
SINGLE COMMERCIAL DRIVEWAY
10'20'
SCALE: 1" = 10'
0'
2'4'
SCALE: 1" = 2'
0'
HORIZ
VERT
DRIVEWAY DW-R01 PLAN
SINGLE COMMERCIAL DRIVEWAY S GRADY WAY(GRA-LINE)DW-R02-LINE
DRIVEWAY DW-R02 PLAN
SINGLE COMMERCIAL DRIVEWAY
DRIVEWAY DW-R02 PROFILE
SINGLE COMMERCIAL DRIVEWAY
198
10+00.00 11+00.00
DW-R03 10+00.00
GRA 22+39.79
N28° 33' 46"W
1 TYPE C2B
3
45'MATCH NEATLY TO EXISTING
ASPHALT SURFACE
192305-9070 DW-R03 10+63.00
DW-R03 11+00.00
N: 175477.45
E: 1299951.00
DW-R03 10+39.50
5 DW-R03 10+63.07, 22.37' LT
DW-R03 10+63.23, 41.37' RT
4.53'MATCH NEATLY TO EXISTING
ASPHALT SURFACE
DW-R03 10+54.29, 22.41' RT
DW-R03 10+57.31, 25.33' RT
DW-R03 10+53.06, 22.42' LT
DW-R03 10+53.07, 22.42' RT
R=3.00'
4.5'8'5.5'
GENERAL NOTES
CONSTRUCTION NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE
FACE OF CURB.
2.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS.
3.REFER TO ROADWAY TYPICAL SECTIONS FOR PROPERTY SLOPE
RESTORATION DETAILS BEHIND SIDEWALK.
4.REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT
AND RIGHT-OF-WAY DETAILS.
5.CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING
GRADE.
6.ALL ELEVATIONS SHOWN ARE FINISHED GRADE.
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104.1 AND 104.3
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H-22 OVER 4-IN CSBC.
CONCRETE APPROACH WITH 6-IN. CEMENT CONC. PAVEMENT OVER
3-IN CSBC.
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN
101
1
2
3
4
5
LEGEND
HMA
CEMENT CONCRETE PAVEMENT
LANDSCAPING
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
FENCE
RETAINING WALL
20
25
30
35
20
25
30
35
10+00 10+20 10+40 10+60 10+80 11+0028.728.728.0928.928.84EXPROP1.50%3.18%
8.11%VPI STA = 10+39.95EL 28.09VPI STA = 10+45.00EL 28.50VPI STA = 10+53.00EL 28.62VPI STA = 10+63.00EL 28.94PROPOSED GROUND
EXISTING GROUND
VPI STA = 10+26.50EL 28.30-3.03%C:\Users\schwasb\appdata\local\temp\AcPublish_20916\1 C9.01.dwg | Layout: 1C9.02PLOTTED: Nov 05, 2021-02:04:51pm By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
DRIVEWAY PLAN & PROFILE
1C9.02
A. VILLAR
C. WILCOX
S. FORMAN
S GRADY WAY(GRA-LINE)10'20'
SCALE: 1" = 10'
0'
2'4'
SCALE: 1" = 2'
0'
HORIZ
VERT
DW-R03-LINE
DRIVEWAY DW-R03 PLAN
SINGLE COMMERCIAL DRIVEWAY
DRIVEWAY DW-R03 PROFILE
SINGLE COMMERCIAL DRIVEWAY
199
17+0010+00.00 11+00.00
DW-R04 11+00.00
TAL-B 16+63.82
S87° 28' 01"E
3
1 TYPE C2
21'MATCH NEATLY TO EXISTING
ASPHALT SURFACE
DW-R04 10+39.75
DW-R04 10+00.00
N: 174936.11
E: 1300383.53
DW-R04 10+58.30
8.5'
DW-R04 10+58.22, 10.67' LT
DW-R04 10+58.28, 10.33' RT10'
GENERAL NOTES
CONSTRUCTION NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE
FACE OF CURB.
2.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS.
3.REFER TO ROADWAY TYPICAL SECTIONS FOR PROPERTY SLOPE
RESTORATION DETAILS BEHIND SIDEWALK.
4.REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT
AND RIGHT-OF-WAY DETAILS.
5.CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING
GRADE.
6.ALL ELEVATIONS SHOWN ARE FINISHED GRADE.
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104.1 AND 104.3
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H-22 OVER 4-IN CSBC.
CONCRETE APPROACH WITH 6-IN. CEMENT CONC. PAVEMENT OVER
3-IN CSBC.
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN
101
1
2
3
4
5
LEGEND
HMA
CEMENT CONCRETE PAVEMENT
LANDSCAPING
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
FENCE
RETAINING WALL
25
30
35
40
25
30
35
40
10+00 10+20 10+40 10+60 10+80 11+0033.433.333.3133.032.1632.8-1
0
.
9
3
%
-1.50%3.23%VPI STA = 10+39.75EL 33.33VPI STA = 10+48.80EL 32.34VPI STA = 10+57.88EL 32.21VPI STA = 10+71.50EL 32.54PROPOSED GROUND
EXISTING GROUND
EXPROP18+0010+00.00 11+00.00
DW-R05 11+00.00
TAL-B 17+88.99
S87° 20' 10"E
1 TYPE C2
3 22'DW-R05 10+39.80
DW-R05 10+00.00
N: 174811.31
E: 1300377.72
MATCH NEATLY TO EXISTING
ASPHALT SURFACE
DW-R05 10+58.30
8.5'
DW-R05 10+58.30, 11.00' LT
DW-R05 10+58.30, 11.00' RT
10.2'
25
30
35
40
25
30
35
40
10+00 10+20 10+40 10+60 10+80 11+0032.632.332.2732.131.5732.132.6132.61-5.81
%
-1.50%1.33%VPI STA = 10+39.80EL 32.28VPI STA = 10+48.80EL 31.76VPI STA = 10+57.88EL 31.62VPI STA = 10+71.50EL 31.72PROPOSED GROUND
EXISTING GROUND
EXPROP32.6C:\Users\schwasb\appdata\local\temp\AcPublish_20916\1 C9.01.dwg | Layout: 1C9.03PLOTTED: Nov 05, 2021-02:11:06pm By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
DRIVEWAY PLAN & PROFILE
1C9.03
A. VILLAR
C. WILCOX
S. FORMAN
TALBOT RD S(TAL-B-LINE)10'20'
SCALE: 1" = 10'
0'
2'4'
SCALE: 1" = 2'
0'
HORIZ
VERT
DRIVEWAY DW-R04 PLAN
SINGLE COMMERCIAL DRIVEWAY
DW-R04-LINE
DRIVEWAY DW-R04 PROFILE
SINGLE COMMERCIAL DRIVEWAY TALBOT RD S(TAL-B-LINE)DRIVEWAY DW-R05 PLAN
SINGLE COMMERCIAL DRIVEWAY
DW-R05-LINE
DRIVEWAY DW-R05 PROFILE
SINGLE COMMERCIAL DRIVEWAY TALBOT RD S(TAL-B-LINE)DRIVEWAY DW-R05 PLAN
SINGLE COMMERCIAL DRIVEWAY
DW-R05-LINE
DRIVEWAY DW-R05 PROFILE
SINGLE COMMERCIAL DRIVEWAY
200
GENERAL NOTES
CONSTRUCTION NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE
FACE OF CURB.
2.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS.
3.REFER TO ROADWAY TYPICAL SECTIONS FOR PROPERTY SLOPE
RESTORATION DETAILS BEHIND SIDEWALK.
4.REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT
AND RIGHT-OF-WAY DETAILS.
5.CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING
GRADE.
6.ALL ELEVATIONS SHOWN ARE FINISHED GRADE.
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104.1 AND 104.3
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H-22 OVER 4-IN CSBC.
CONCRETE APPROACH WITH 6-IN. CEMENT CONC. PAVEMENT OVER
3-IN CSBC.
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN
101
1
2
3
4
531+00322305-9135 DW-R07 11+00.00
108TH 30+95.85
DW-R07 10+33.70DW-R07 10+00.00
N: 162316.32
E: 1302841.13
3 2 TYPE R1
S88°44'55"E S88°33'41"E10+00.00 11+00.00PI: 10+64.93FDW-R07 10+70.46
DW-R07 10+64.96, 8.00' LT
DW-R07 10+34.16, 5.70' LT
DW-R07 10+64.96, 8.00' RT
DW-R07 10+33.24, 5.70' RT 5.5'
LEGEND
HMA
CEMENT CONCRETE PAVEMENT
LANDSCAPING
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
FENCE
RETAINING WALL
460
465
470
475
460
465
470
475
10+00 10+20 10+40 10+60 10+80 11+00
-1
4
.
9
9
%
-11.97%
-1.98%
1.99%VPI STA = 10+33.70EL 468.14VPI STA = 10+59.96EL 464.20VPI STA = 10+64.96EL 463.60VPI STA = 10+69.96EL 463.50VPI STA = 10+73.46EL 463.40470.1467.2467.19464.4464.20463.620+00192305-9001 10+00.00 11+00.00
DW-R06 10+00.00
N: 174593.42
E: 1300367.58
S87° 20' 10"E
DW-R06 10+41.80
MATCH NEATLY TO EXISTING
ASPHALT SURFACE
3 40'8.5'
1 TYPE C2
DW-R06 10+58.30
DW-R06 11+00.00
TAL-B 20+07.11
DW-R06 10+49.80, 20.00' LT
DW-R06 10+41.80, 20.00' LT
DW-R06 10+41.80, 19.45' RT
DW-R06 10+49.80, 20.00' RT
25
30
35
40
25
30
35
40
10+00 10+20 10+40 10+60 10+80 11+0031.731.531.731.3231.8EXPROP-0.63%-1.50%1.93%VPI STA = 10+41.80EL 31.55VPI STA = 10+49.80EL 31.49VPI STA = 10+57.88EL 31.37VPI STA = 10+71.50EL 31.5432.1PROPOSED GROUND
EXISTING GROUND
C:\Users\schwasb\appdata\local\temp\AcPublish_20916\1 C9.01.dwg | Layout: 1C9.04PLOTTED: Nov 05, 2021-02:17:29pm By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER 108TH AVE SE(108TH-LINE)DW-R07-LINE
DRIVEWAY DW-R07 PROFILE
SINGLE RESIDENTIAL DRIVEWAY
10'20'
SCALE: 1" = 10'
0'
DRIVEWAY DW-R07 PLAN
SINGLE RESIDENTIAL DRIVEWAY
2'4'
SCALE: 1" = 2'
0'
HORIZ
VERT
RENTON SEGMENT
DRIVEWAY PLAN & PROFILE
1C9.04
A. VILLAR
C. WILCOX
S. FORMAN
TALBOT RD S(TAL-B-LINE)DRIVEWAY DW-R06 PLAN
SINGLE COMMERCIAL DRIVEWAY
DW-R06-LINE
DRIVEWAY DW-R06 PROFILE
SINGLE COMMERCIAL DRIVEWAY
201
C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 C7.00.dwg | Layout: 1C7.00PLOTTED: Oct 25, 2021-11:47:18am By HIRASKRXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
CITY OF RENTON DRAINAGE NOTES:
RENTON SEGMENT
DRAINAGE
GENERAL NOTES
1C7.00
J. GREEN
H. JOHNSON
J. ETULAIN
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT
ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING
SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE
APPLICANT'S CONTRACTOR.
2.THE APPLICANT SHALL BE RESPONSIBLE FOR
SECURING ALL NECESSARY CITY, STATE, AND FEDERAL
PERMITS PRIOR TO CONSTRUCTION.
3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE
DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH
THE LATEST EDITION OF THE CITY OF RENTON
SURFACE WATER DESIGN MANUAL (RENTON SWDM),
RENTON MUNICIPAL CODE (RMC), AND THE STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE
AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT
SHALL BE THE SOLE RESPONSIBILITY OF THE
APPLICANT TO CORRECT ANY ERROR, OMISSION OR
VARIATION FROM THE ABOVE REQUIREMENTS FOUND
IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO
ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THE ROAD, GRADING, PARKING,
BUILDING, AND DRAINAGE PLAN DOES NOT
CONSTITUTE AS APPROVAL OF ANY OTHER
CONSTRUCTION (E.G. WATER, SEWER, GAS,
ELECTRICAL, ETC.). PLANS FOR STRUCTURES SUCH AS
BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A
SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR
TO CONSTRUCTION. THE SURFACE WATER DRAINAGE
SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED PLANS. ANY DEVIATION FROM THE
APPROVED PLANS WILL REQUIRE COORDINATION
FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5.A COPY OF THE APPROVED PLANS SHALL BE ON THE
JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6.THE LOCATION OF ALL EXISTING UTILITIES SHOWN
HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY
OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND
NOT NECESSARILY COMPLETE. IT IS THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE
APPLICANT'S CONTRACTOR TO INDEPENDENTLY
VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS
SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY
OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
THE APPLICANT SHALL RECORD ON THE AS-BUILT
DRAWINGS ALL UNDOCUMENTED UTILITIES
DISCOVERED AND ANY CHANGES TO THE APPROVED
PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY
THE ENGINEER OF RECORD IF A CONFLICT EXISTS.
7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL
DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH),
UNLESS OTHERWISE APPROVED BY THE CITY.
REFERENCE BENCHMARK, DATUM, AND ELEVATIONS
SHALL BE NOTED ON THE PLANS.
8.ALL UTILITY TRENCH BACKFILL AND ROADWAY
SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM
DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION
AND MOISTURE CONTROL TESTS OF THE WSDOT
STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT
AND OTHER INFILTRATION AREAS, ALL TRENCH
BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO
CASE SHALL BE COMPACTED TO MORE THAN 92% OF
MAXIMUM DRY DENSITY.
9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM
DRAINAGE WORK IS NOT ALLOWED UNLESS
SPECIFICALLY APPROVED BY THE CITY AND NOTED ON
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH THE CITY TRENCH
RESTORATION STANDARDS.
10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR
SURVEY LINE AND GRADE PRIOR TO THE START OF
CONSTRUCTION. WHERE SHOWN ON THE PLANS OR
WHERE DIRECTED BY THE CITY, THE EXISTING
MANHOLES, CATCH BASINS, OR INLETS SHALL BE
ADJUSTED TO THE GRADE AS STAKED.
11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED
AND IN OPERATION PRIOR TO, OR IN CONJUNCTION
WITH, ANY CONSTRUCTION ACTIVITY UNLESS
APPROVED BY THE CITY.
12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A
PROPERLY PREPARED FOUNDATION IN ACCORDANCE
WITH THE CURRENT STATE OF WASHINGTON
STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF
THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT
AND COMPACTION OF REQUIRED BEDDING MATERIAL
TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND
BACKFILL SHALL BE AS SHOWN ON THE CITY
STANDARD PLAN 220.00, 220.10, AND 220.20.
13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED
WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND
OUTSIDE.
14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS
AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON,
BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN
204.10, 204.20, 204.30, 204.40, 204.50.
STRUCTURES SHALL HAVE:
15.BUILDINGS AND OTHER STRUCTURES SHALL BE
PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
WIDTHS AND BUILDING SETBACKS LINES OF THE
RENTON SWDM.
A.RECTANGULAR OR ROUND, SOLID LIDS
WHEN NOT COLLECTING RUNOFF, AND
OUTSIDE OF THE ROADWAY.
B.ROUND, SOLID LIDS WHEN NOT
COLLECTING RUNOFF, AND LOCATED WITHIN
THE ROADWAY, BUT OUTSIDE OF THE
CURB/GUTTER LINE.
C.ROUND, SOLID LIDS DISPLAYING THE CITY
LOGO WHEN WITHIN THE PUBLIC
RIGHT-OF-WAY OR IN AN EASEMENT TO THE
CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-OF-WAY AND EASEMENTS TO
THE CITY SHALL NOT DISPLAY THE CITY LOGO.
16.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC
RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL
GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH
BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH
FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT
OF WAY SHALL BE SUFFICIENT LENGTH TO PROVIDE A
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH.
18.ROCK FOR EROSION PROTECTION OF ROADSIDE
DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1)
FOOT AND SHALL MEET THE FOLLOWING
SPECIFICATIONS:
A.4-8 INCH ROCK / 40 - 70% PASSING.
B.2-4 INCH ROCK / 30 - 40% PASSING; AND
C.LESS THAN 2 INCH ROCK / 10 - 20% PASSING
19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT
SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL
SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON
THE SITE, UNLESS APPROVED BY THE CITY. FOOTING
DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPs.
20 THE END OF EACH STORM DRAIN STUB SHALL BE
CAPPED. A CLEANOUT TOPPED WITH A BOLT - LOCKING
LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT
THE PROPERTY LINE OR AT THE POINT OF CONNECTION
OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM
PER THE CITY STANDARD PLAN 227.00.
21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED OR
LINE AND GRADE BY A SURVEYOR LICENSED IN
WASHINGTON STATE, AND CUT SHEETS SHALL BE
PROVIDED TO THE CITY PRIOR TO CONSTRUCTION.
22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED
(PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS
SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV
INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO
THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS, GUTTERS AND/OR PAVEMENT.
23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING
MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION
7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE
CITY. STORM DRAIN STUBS SHALL BE TESTED FOR
ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED.
24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED,
GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT
SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE
SOIL EITHER STOCKPILE AND REDISTRIBUTE THE
EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND
THE SOIL WITH COMPOST IN ACCORDANCE WITH
STANDARD PLAN 264.00.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION
PERMITS BY THE CITY DOES NOT RELIEVE THE
APPLICANT OF THE CONTINUING LEGAL OBLIGATION
AND/OR LIABILITY CONNECTED WITH STORMWATER
DISPOSAL. THE CITY DOES NOT ACCEPT ANY
OBLIGATION FOR THE PROPER FUNCTIONING AND
MAINTENANCE OF THE STORM SYSTEM PROVIDED
DURING CONSTRUCTION.
26.ADEQUATE SAFEGUARDS, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER
ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND
SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY
IN CONNECTION WITH THE PERFORMANCE OF WORK
SHALL BE PROVIDED. ANY WORK WITHIN THE
TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC
CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS
OF THE WSDOT STANDARD SPECIFICATIONS 1-10
TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27.PROJECTS LOCATED WITHIN THE CITY'S AQUIFER
PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL
REQUIREMENT #6 OF THE RENTON SWDM AND
AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).
28.PLACEMENT OF SURFACE APPURTENANCES (CATCH
BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN
THE STREET TRAVEL LANE WHEEL PATH,
INTERSECTIONS OF STREET TRAVEL LANES, BIKE
LANES, SIDEWALKS, AND CROSSWALKS SHALL BE
AVOIDED WHENEVER POSSIBLE. ANY SURFACE
APPURTENANCE PLACED IN A SIDEWALK OR
CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR
NON- SKID LID PER ADA REQUIREMENTS.
29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON
THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED
BY THE APPLICANT.
30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL
CONFORM TO TABLE 4.2.1.A2 (SHOWN BELOW) OF THE
RENTON SWDM.
31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE
PERMEABLE ENOUGH TO ABSORB WATER AT A
MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY
AFTER THE PAVEMENT SURFACE HAS BEEN WETTED
CONTINUOUSLY FOR AT LEAST 10 MINUTES.
COMPLIANCE WITH THIS MINIMUM RATE SHALL BE
CHECKED PRIOR TO CONSTRUCTION APPROVAL OF
THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING
A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF
WATER IS POURED ONTO THE PAVEMENT SURFACE ALL
AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS
OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS
CONSIDERED TO MEET THE MINIMUM RATE OF
ABSORPTION. AT LEAST ONE TEST SHALL BE
CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE
PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN
ANOTHER TEST PER ASTM C1701 SHALL BE
CONDUCTED. FOR LARGE AREAS (E.G., PARKING
AREAS), TESTING OBSERVATION MAY BE
ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY
MOVING WATER TRUCK DISCHARGING WATER AT A
RATE SIMILAR TO THE BUCKET TEST. PERMEABLE
PAVERS SHALL BE TESTED USING ASTM C1781.
ALLOWABLE PIPE MATERIALS AND MINIMUM COVER
PIPE TYPE MINIMUM
COVER (FT)
CORRUGATED STEEL PIPE 2.0
SPIRAL RIB STEEL PIPE 2.0
REINFORCED CONCRETE PIPE 1.0
CORRUGATED OR SPIRAL RIB ALUMINUM PIPE 2.0
DUCTILE IRON 1.0
LINE CORRUGATED POLYETHYLENE PIPE (LCPE)2.0
CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL 2.0
POLYVINYL CHLORIDE PIPE (PVC)3.0
SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE)2.0
202
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
2010+0011+0010+00
11+00 12+00 13+00 14+00
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.01PLOTTED: Oct 27, 2021-07:45:41pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)RENTON SEGMENT
DRAINAGE PLAN
2ND 11+00 TO LOG 14+50
1C7.01
J. GREEN
H. JOHNSON
J. ETULAIN
203
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
11+0012+0013+0014+0015+0016+00
10+00
11+00SDCB (1-2), TYPE 1 8MOR 10+89.51, 16.34 LT
RIM EL = 32.82
IE = 30.78 (8" N) OUT
SDCB (1-1), TYPE 2-48"9MOR 10+62.58, 12.38 LT
RIM EL = 32.80
IE = 30.64 (8" S) IN
IE = 30.64 (6" W) OUT
27 LF 8" SD
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.02PLOTTED: Oct 27, 2021-07:44:40pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
4
5
S 2ND ST
MORRIS AVE S(2ND-LINE)(MOR-LINE)RENTON SEGMENT
DRAINAGE PLAN
2ND 16+00 TO 2ND 11+00
1C7.02
J. GREEN
H. JOHNSON
J. ETULAIN
17
204
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
16+0017+0018+0019+0020+00
21+00
SDCB (1-3), TYPE 2-48"9 2ND 20+33.76, 84.89 LT
RIM EL = 31.40
IE = 28.42 (8" E) IN
IE = 22.44 (12" N) IN
IE = 22.44 (12" S) OUT
SDMH (1-E3),22ND 20+36.42, 51.05 LT
RIM EL = 31.67
IE = 22.70 (12" N) IN
IE = 22.60 (12" S) OUT
SDCB (1-4), TYPE 1 82ND 20+03.88, 81.54 LT
RIM EL = 31.25
IE = 28.58 (8" W) OUT
SDCB (1-5), TYPE 182ND 17+28.03, 98.75 LT
RIM EL = 32.13
IE = 28.22 (8" N) OUT
SDMH (1-E2),22ND 17+23.58, 47.24 LT
RIM EL = 32.44
IE = 28.10 (8" S) IN
IE = 28.10 (6" NE) IN
IE = 28.10 (12" E) IN
IE = 28.10 (12" W) OUT SDCB (1-6), TYPE 2-48"92ND 16+75.14, 47.22 LT
RIM EL = 32.31
IE = 28.33 (12" W) OUT
IE = 28.33 (12" E) OUT
52 LF 8" SD
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.03PLOTTED: Oct 27, 2021-07:43:38pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'SHATTUCKAVE SWHITWORTHAVE S4
7
4
5
5
17
17
4
S 2ND ST
(2ND-LINE)
RENTON SEGMENT
DRAINAGE PLAN
2ND 21+00 TO 2ND 16+00
1C7.03
J. GREEN
H. JOHNSON
J. ETULAIN
5
33 LF 8" SD
4
5
17
17
205
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
2013+0014+0015+0012+00 13+00 14+00 15+00
15+56
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.04PLOTTED: Oct 27, 2021-07:47:15pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'S 3RD STMORRIS AVE S
(MOR-LINE)(3RD-LINE)RENTON SEGMENT
DRAINAGE PLAN
MOR 11+30 TO MOR 15+56
1C7.04
J. GREEN
H. JOHNSON
J. ETULAIN
NO PROPOSED DRAINAGE SHOWN ON THIS SHEET
206
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
18+29 17+0018+0010+00
11+00 12+00 13+00
14+00
SDCB (1-E2)6 GRA 11+05.97, 27.80 LT
RIM EL = 25.33
1
IE = 22.30 (8" NE) IN
IE = 22.30 (12" SW) OUT
SDCB (1-7), TYPE 2-48"9GRA 10+82.93, 44.59 LT
RIM EL = 24.86
IE = 21.00 (12" W) IN
IE = 21.30 (12" NE) OUT
SDCB (1-8), TYPE 1 8GRA 11+17.89, 38.69 LT
RIM EL = 25.25
IE = 22.38 (8" SW) OUT
8 GRA 14+83.40, 40.43 LT
IE = 22.53 (12" SE) IN
IE = 22.53 (12" NW) OUT
16 LF 8" SD
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.05PLOTTED: Oct 27, 2021-07:42:25pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE)
RENTON SEGMENT
DRAINAGE PLAN
GRA 10+00 TO GRA 14+00
1C7.05
J. GREEN
H. JOHNSON
J. ETULAIN
7
17 17
4
207
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
14+00 15+00 16+00
17+00
18+00
19+00
SDCB (1-10), TYPE 1 8GRA 15+86.41, 42.99 LT
RIM EL = 26.01
IE = 23.07 (8" S) OUT
SDCB (1-13), TYPE 1 8GRA 17+04.66, 38.65 LT
RIM EL = 26.87
IE = 24.66 (8" S) OUT
SDCB (1-9), TYPE 18GRA 14+83.40, 40.43 LT
RIM EL = 25.37
IE = 22.53 (12" SE) IN
IE = 22.53 (12" NW) OUT
SDCB (1-12), TYPE 1 8GRA 15+53.60, 74.06 RT
RIM EL = 25.91
IE = 24.13 (8" S) OUT
SDCB (1-11), TYPE 1 8GRA 15+02.29, 88.20 RT
RIM EL = 25.90
IE = 24.10' (8" W) IN
IE = 24.00' (10" N) IN
IE = 23.90' (8" NE) IN
IE = 23.90' (10" S) OUT
SDCB (1-E3)6 GRA 14+88.95, 33.58 LT
RIM EL = 25.46
1
IE = 22.60 (12" E) IN
IE = 22.60 (12" NW) OUT
SDCB (1-E4)6 GRA 15+82.21, 36.04 LT
RIM EL = 25.73
1
IE = 23.03 (8" N) IN
IE = 22.70 (12" W) OUT
SDCB (1-E6),1GRA 15+52.48, 79.56 RT
RIM EL = 25.92
IE = 24.10 (8" N) IN
IE = 24.10 (8" SW) OUT
1
8 LF 8" SD
11 LF 8" SD
6 LF 8" SD
SDCB (1-E8)6 GRA 17+04.84, 27.55 LT
RIM EL = 26.65
1
IE = 24.60 (8" N) IN
IE = 24.60 (8" E) OUT
6 LF 12" SD
9 LF 12" SD
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.06PLOTTED: Oct 29, 2021-05:18:23pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
S GRADY WAY
SHATTUCK AVE S(GRA-LINE)
RENTON SEGMENT
DRAINAGE PLAN
GRA 14+00 TO GRA 19+00
1C7.06
J. GREEN
H. JOHNSON
J. ETULAIN
17
6 1
5
7
7
7
17
4 4
5
7
17
208
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
19+00
20+00 21+00 22+00 23+00
24+00
SDCB (1-14), TYPE 2-48"9GRA 19+46.84, 37.53 LT
RIM EL = 27.85
IE = 23.40 (8" N) IN
IE = 23.40 (8" S) OUT
SDCB (1-15), TYPE 2-48"9GRA 22+73.54, 37.40 LT
RIM EL = 28.08
IE = 25.20 (8" NW) IN
IE = 25.20 (8" SE) OUT
SDCB (1-E9)6 GRA 19+44.83, 27.37 LT
RIM EL = 27.39
1
IE = 23.30 (8" W) IN
IE = 23.30 (8" NE) IN
IE = 23.40 (8" N) IN
IE = 23.30 (8" SE) IN
IE = 23.20 (12" NW) OUT
SDCB (1-16), TYPE 1 8GRA 19+35.41, 57.75 LT
RIM EL = 27.61
IE = 24.53 (12" S) OUT
6 LF 12" SD
SDCB (1-E24),1GRA 19+35.25, 51.84 LT
RIM EL = 27.76
IE = 24.50 (12" N) IN
IE = 24.00 (18" NE) IN
IE = 24.00 (18" S) OUT
SDCB (1-33), TYPE 1 8GRA 20+58.01, 57.75 LT
RIM EL = 27.59
IE = 24.44 (18" NW) IN
IE = 24.44 (18" SE) OUT
SDCB (1-E26)6 GRA 20+60.22, 51.86 LT
RIM EL = 27.95
1
IE = 24.40 (18" NW) IN
IE = 24.40 (18" NE) IN
IE = 24.30 (18" SW) OUT
SDCB (1-34), TYPE 1 8GRA 21+55.38, 57.76 LT
RIM EL = 28.16
IE = 24.43 (18" NW) IN
IE = 24.43 (18" SE) OUT
SDCB (1-E27)6 GRA 21+56.68, 52.45 LT
RIM EL = 28.11
1
IE = 24.40 (18" NW) IN
IE = 24.40 (18" SW) OUT
C:\pw_workdir\den003\jeg_conleye\d0601389\1 C7.01.dwg | Layout: 1C7.07PLOTTED: Nov 04, 2021-07:41:54pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
S GRADY WAY
(GRA-LINE)
RENTON SEGMENT
DRAINAGE PLAN
GRA 19+00 TO GRA 24+00
1C7.07
J. GREEN
H. JOHNSON
J. ETULAIN
17
177
17
17 17 17
17
17
19
18
6
1
6
1
6
1
6 1 6
209
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00
SDCB (1-18), TYPE 1 8TAL-B 10+74.53, 81.02 RT
RIM EL = 30.10
IE = 27.93 (8" N) OUT
SDCB (1-E13),1TAL-B 10+99.55, 48.22 RT
RIM EL = 31.03
IE = 28.80 (8" NE) OUT
SDCB (1-E14)6 TAL-B 10+82.14, 36.03 LT
RIM EL = 31.21
1
IE = 28.60 (12" NE) IN
IE = 28.30 (12" W) OUT
SDMH (1-E6),1 TAL-B 10+37.73, 24.64 RT
RIM EL = 31.38
IE = 27.20 (12" E) IN
IE = 26.12 (12" SW) IN
IE = 25.60 (18" SE) OUT
SDCB (1-17), TYPE 1 8TAL-B 10+82.41, 40.49 LT
RIM EL = 31.22
IE = 28.80 (6" NE) IN
IE = -0.25 (6" NE) IN
IE = 28.62 (12" SW) OUT
4 LF 12" SD
43 LF 12" SD
7 LF 8" SD
4 LF 8" SD
C:\pw_workdir\den003\jeg_conleye\d0601389\1 C7.01.dwg | Layout: 1C7.08PLOTTED: Nov 04, 2021-05:19:34pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'S GRADY WAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)RENTON SEGMENT
DRAINAGE PLAN
GRA 24+00 TO TAL-B 14+00
1C7.08
J. GREEN
H. JOHNSON
J. ETULAIN
OWS (1-1), 11.17'x5.67'
RIM EL=30.33
IE=27.90 (8" S) IN
IE=27.57 (8" N) OUT
MW (1-1), 4.00'x6.33'
RIM EL=30.59
IE=27.54 (8" S) IN
IE=26.34 (12" N) OUT
14
67
17
7
1
20
1
NOTE TO REVIEWER: AN ADDITIONAL OIL WATER
SEPARATOR IS SHOWN DUE TO MODULAR WETLANDS NOT
BEING GULD APPROVED FOR OIL CONTROL. THESE COULD
BE REPLACED WITH A FILTERRA UNIT BASED ON CITY
PREFERENCES.
210
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
14+00
15+00
16+00
17+00
18+00
SDCB (1-21), TYPE 18TAL-B 18+33.97, 40.86 RT
RIM EL = 31.42
IE = 24.00 (12" SW) OUT
SDCB (1-19), TYPE 1 8TAL-B 15+17.80, 40.04 LT
RIM EL = 33.90
IE = 31.68 (8" S) OUT SDCB (1-20), TYPE 1 8TAL-B 15+39.27, 39.58 LT
RIM EL = 33.37
IE = 31.56 (8" N) IN
IE = 30.56 (8" W) OUT
SDCB (1-E16)6 TAL-B 15+39.28, 28.48 LT
RIM EL = 33.51
1
IE = 30.50 (12" N) IN
IE = 30.50 (8" E) IN
IE = 30.30 (12" W) OUT
23 LF 8" SD
12 LF 8" SD
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.09PLOTTED: Oct 27, 2021-08:01:08pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
(TAL-B-LINE)
RENTON SEGMENT
DRAINAGE PLAN
TAL-B 14+00 TO TAL-B 18+50
1C7.09
J. GREEN
H. JOHNSON
J. ETULAIN
4
7
1
17
4
5
5
1
211
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
19+00 20+00 21+00 22+00 23+00
SD SD SD SD SD SD
SDCB (1-E18)1TAL-B 20+46.21, 41.03 RT
RIM EL = 31.01
IE = 28.41 (12" NE) OUT
SDCB (1-24A) TYPE 2-54"9TAL-B 20+00.36, 33.02 RT
RIM EL = 31.49
IE = 26.87 (12" S) IN
IE = 25.20 (36" N) OUT
SDCB (1-25) CB TYPE 2-48"9TAL-B 20+32.33, 53.92 RT
RIM EL = 32.24
IE = 26.36 (12" SE) IN
IE = 26.36 (12" N) OUT
SDCB (1-26) CB TYPE 2-48"9TAL-B 18+68.53, 54.38 RT
RIM EL = 33.00
IE = 25.54 (12" S) IN
IE = 25.10 (18" E) IN
IE = 25.10 (15" W) OUT
FCS (1-24C) TYPE 2-54"9TAL-B 18+67.52, 34.23 RT
RIM EL = 31.43
16
IE = 25.20 (36" S) IN
IE = 25.20 (18" W) OUT
SDCB (1-24B) TYPE 2-54"9TAL-B 19+33.81, 33.40 RT
RIM EL = 31.53
IE = 25.20 (36" S) IN
IE = 28.25 (12" W) IN
IE = 25.20 (36" N) OUT
18 LF 12" SD
2 LF 36" SD 58 LF 48" SD
2 LF 36" SD
2 LF 36" SD
57 LF 48" SD
2 LF 36" SD
20 LF 18" SD
164 LF 12" SD
SDCB (1-22) TYPE 1 8TAL-B 19+34.17, 40.28 RT
RIM EL = 31.29
IE = 28.29 (12" E) OUT
24 LF 12" SD
SDCB (1-E17)1TAL-B 20+46.02, 29.63 RT
RIM EL = 31.35
6
IE = 26.50 (12" E) IN
IE = 26.50 (12" NW) OUT
7 LF 12" SD
28 LF 12" SD
C:\pw_workdir\den003\jeg_conleye\d0601389\1 C7.10.dwg | Layout: 1C7.10PLOTTED: Nov 04, 2021-07:58:59pm By CONLEYEXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
I
-405
SB
OFF
-RAMP
(TAL-B-LINE)S RENTON VILLAGE PLRENTON SEGMENT
DRAINAGE PLAN
TAL-B 18+50 TO TAL-B 23+50
1C7.10
J. GREEN
H. JOHNSON
J. ETULAIN
MW (1-2), 4.00'x8.00'
TAL-B 20+21.00, 30.82 RT
RIM EL=31.30
IE=28.30 (12" S) IN
IE=26.97 (12" N) OUT
15
17
17
5
5
NOTE TO REVIEWER: CONTRACTOR TO VERIFY EXISTING PIPE
INVERT AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO
ORDERING STRUCTURES OR BUILDING FLOW CONTROL SYSTEM
5
4
NOTE TO REVIEWER: EXISTING CB WAS NOT LOCATED DURING
SURVEY. RECORD DRAWINGS INDICATE STRUCTURE MAY BE
BURIED. EXISTING PIPES AND INVERTS WERE REFERENCED FROM
RECORD DRAWINGS PROVIDED BY CITY OF RENTON GIS. INVERTS
SHOWN ON RECORD DRAWINGS WERE CONVERTED FROM KCAS
DATUM TO NAVD88. CONTRACTOR TO VERIFY EXISTING PIPE
LOCATION AND INVERT PRIOR TO CONSTRUCTION.
212
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
33+00 34+00 35+00 36+00 37+00 38+00
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.11PLOTTED: Oct 27, 2021-08:38:15pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE)
RENTON SEGMENT
DRAINAGE PLAN
TAL-B 33+00 TO TAL-B 38+00
1C7.11
J. GREEN
H. JOHNSON
J. ETULAIN
NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET
213
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
24+00 25+00 26+00 27+00 28+00
29+00
SDCB (1-27) TYPE 1 8TAL-21 25+67.81, 19.36 LT
RIM EL = 194.19
IE = 191.19 (12" W) OUT
10 LF 12" SD
SDMH (1-E5),2 TAL-21 25+70.85, 9.98 LT
RIM EL = 194.10
IE = 191.14 (12" E) IN
IE = 188.40 (12" NE) IN
IE = 190.20 (12" E) IN
IE = 188.50 (12" SW) OUT
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.12PLOTTED: Oct 27, 2021-08:39:12pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S S 23RD
ST
(TAL-21-LINE)TALBOT CREST DR SRENTON SEGMENT
DRAINAGE PLAN
TAL-21 24+00 TO TAL-21 29+00
1C7.12
J. GREEN
H. JOHNSON
J. ETULAIN
4
57
214
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
54+00 55+00 56+00 57+00 58+00
59+00
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.13PLOTTED: Oct 27, 2021-08:40:41pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
(TAL-21-LINE)S 32ND STRENTON SEGMENT
DRAINAGE PLAN
TAL-21 54+00 TO TAL-21 59+00
1C7.13
J. GREEN
H. JOHNSON
J. ETULAIN
NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET
215
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
71+00 72+00 73+00 74+00 75+00 76+00SDSDSDSDSDSDCB (1-30) TYPE 2-48"9TAL-21 72+57.98, 23.40 LT
RIM EL = 92.91
IE = 89.48 (12" S) IN
IE = 90.91 (12" E) IN
IE = 89.25 (12" N) OUT
SDCB (1-E19)1TAL-21 71+68.06, 19.50 LT
RIM EL = 92.02
6
IE = 90.30 (6" SE) IN
IE = 90.30 (4" NE) IN
IE = 89.03 (8" NW) IN
IE = 88.80 (12" S) IN
IE = 88.70 (12" N) OUT
SDCB (1-28) TYPE 1 8TAL-21 71+65.43, 10.14 LT
RIM EL = 91.70
IE = 89.08 (8" SE) OUT
SDCB (1-32), TYPE 18TAL-21 75+49.02, 36.40 RT
RIM EL = 94.42
IE = 92.20 (8" S) OUT
43 LF 12" SD
10 LF 8" SD
SDCB (1-29) TYPE 1 8TAL-21 72+53.40, 35.37 LT
RIM EL = 93.64
IE = 90.97 (12" E) IN
IE = 90.97 (12" W) OUT
SDCB (1-31) TYPE 1 8TAL-21 73+01.24, 26.95 LT
RIM EL = 92.78
IE = 89.95 (12" SW) IN
IE = 89.70 (12" E) IN
IE = 89.70 (12" N) OUT
SDCB (1-E22),6 TAL-21 73+09.75, 19.21 LT
RIM EL = 92.79
IE = 90.00 (12" S) IN
IE = 90.00 (12" NE) OUT
13 LF 12" SD
24 LF 12" SD
90 LF 12" SD
12 LF 12" SD
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.14PLOTTED: Oct 27, 2021-09:35:31pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE)
RENTON SEGMENT
DRAINAGE PLAN
TAL-21 71+00 TO TAL-21 76+00
1C7.14
J. GREEN
H. JOHNSON
J. ETULAIN
SDCB (1-33), TYPE 1
TAL-21 73+71.97, 22.66 RT
RIM EL=92.54
IE=90.90 (8" E) OUT
8
7
7
45
4
5
5
17
5
1
17
17 4
4
1
216
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
86+00 87+00 88+00 89+00 90+00 91+00
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.15PLOTTED: Oct 27, 2021-09:36:29pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
DRAINAGE PLAN
TAL-21 86+00 TO TAL-21 91+00
1C7.15
J. GREEN
H. JOHNSON
J. ETULAIN
181
18
217
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
32
+
0
0
33+0
0
34+00 35+00
36+00
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.16PLOTTED: Oct 27, 2021-09:37:25pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
SE CARR RDMILL AVE SWELLS AVE S(CAR-LINE)
RENTON SEGMENT
DRAINAGE PLAN
CAR 32+00 TO CAR 36+50
1C7.16
J. GREEN
H. JOHNSON
J. ETULAIN
NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET
218
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
43+00
44+00
45+00 46+00
47+00
SDSDSDSDSDSDC:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.17PLOTTED: Oct 27, 2021-09:38:22pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'105TH PL SERENTON SEGMENT
DRAINAGE PLAN
CAR 42+50 TO CAR 47+50
1C7.17
J. GREEN
H. JOHNSON
J. ETULAIN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
219
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
48+00
49+00
50+00 51+00
52+00
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.18PLOTTED: Oct 27, 2021-09:39:14pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
DRAINAGE PLAN
CAR 47+50 TO CAR 52+50
1C7.18
J. GREEN
H. JOHNSON
J. ETULAIN
106TH PL SESE CARR RD
(CAR-LINE)106TH PL SEROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
220
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
0+00
1+00 2+00 3+00 4+00
54+10
53+0054+00C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.19PLOTTED: Oct 27, 2021-09:40:10pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'SE CARR RDSE PETROVITSKY RDBENSON DR S
(SR 515)
108TH AVE SE (SR 515)
(108TH-LINE)(CAR-LINE)RENTON SEGMENT
DRAINAGE PLAN
CAR 52+50 TO 108TH 4+00
1C7.19
J. GREEN
H. JOHNSON
J. ETULAIN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
221
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
4+00 5+00 6+00 7+00 8+00 9+00
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.20.dwg | Layout: 1C7.20PLOTTED: Oct 27, 2021-09:56:00pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
DRAINAGE PLAN
108TH 4+00 TO 108TH 9+00
1C7.20
J. GREEN
H. JOHNSON
J. ETULAIN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
222
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
13+00 14+00 15+00 16+00 17+00 18+00SDSDSDSDSD
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.20.dwg | Layout: 1C7.21PLOTTED: Oct 27, 2021-09:57:07pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
DRAINAGE PLAN
108TH 13+00 TO 108TH 18+00
1C7.21
J. GREEN
H. JOHNSON
J. ETULAIN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
223
GENERAL NOTESGENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
28+00 29+00 30+00 31+00 32+00 33+00
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.20.dwg | Layout: 1C7.22PLOTTED: Oct 27, 2021-10:04:56pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STRENTON SEGMENT
DRAINAGE PLAN
108TH 28+00 TO 108TH 33+00
1C7.22
J. GREEN
H. JOHNSON
J. ETULAIN
19
1
18
224
GENERAL NOTESGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20SE 192ND ST108TH AVE SE (SR-515)OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHPWATER PER GISWATER PER GISOHPOHPOHP108TH AVE SE (SR-515)52+00 53+00 54+00 55+00 56+00 57+00
SD SD SD
SDCB (1-E28)1 108TH 53+41.32, 41.32 LT
RIM EL = 461.10
IE = 458.30 (4" E) IN
IE = 457.50 (8" W) OUT
SDCB (1-35) TYPE 18108TH 53+41.32, 28.14 LT
RIM EL = 460.90
IE = 457.44 (8" E) IN
IE = 455.83 (8" S) OUT
12 LF 8" SD
86 LF 8" SD
SDCB (1-E30), TYPE 1 1108TH 54+29.70, 28.04 LT
RIM EL = 456.12
IE = 455.40 (8" N) IN
IE = 454.90 (12" W) OUT
C:\pw_workdir\den003\jeg_conleye\d0601389\1 C7.20.dwg | Layout: 1C7.23PLOTTED: Nov 03, 2021-07:04:09pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENTSEE VOLUME 2
FOR CITY OF KENT
IMPROVEMENTS
RENTON SEGMENT
DRAINAGE PLAN
108TH 52+00 TO 108TH 57+00
1C7.23
J. GREEN
H. JOHNSON
J. ETULAIN
718
7 5
225
10
20
30
40
50
60
10
20
30
40
50
60
10
20
30
40
50
60
10
20
30
40
50
60
10
20
30
40
50
60
10
20
30
40
50
60
EX SDCB (1-E1)IE 21.10 (12" W)RIM 24.71TO BE REMOVEDSDCB (1-7) TYPE 2-48"RIM 24.86IE 21.00 (12" W)IE 21.30 (12" NE)EX OHP10
20
30
40
50
60
10
20
30
40
50
60
SDCB (1-3) TYPE 2-48"RIM 31.40IE 28.42 (8" E)IE 22.44 (12" N)IE 22.44 (12" S)SDCB (1-4) TYPE 1RIM 31.25IE 28.58 (8" W)EX 24" SS SDCB (1-5) TYPE 1RIM 32.13IE 28.22 (8" N)EX SDMH (1-E2)IE 28.10 (8" S)IE 28.10 (6" NE)IE 28.10 (12" E)IE 28.10 (12" W)RIM 32.44EX PEX TEX TEX PEX 6" RCPTO BE REMOVEDEX G52 LF 8" SD @ 0.23%
33 LF 8" SD @ 0.49%SDCB (1-2) TYPE 1RIM 32.82IE 30.78 (8" N)SDCB (1-1) TYPE 2-48"RIM 32.80IE 30.64 (8" S)IE 30.64 (6" W)EX WEX GRADE
EX GRADE27 LF 8" SD @ 0.50%
EX GRADE
FINISH GRADE
FINISH GRADE
EX GRADE
FINISH GRADE
FINISH GRADE
EX 138 LF 12" SD @ 0.15%
10
20
30
40
50
60
10
20
30
40
50
60
EX SDCB (1-E2)IE 22.30 (8" NE)IE 22.30 (12" SW)RIM 25.33SDCB (1-8) TYPE 1RIM 25.25IE 22.38 (8" SW)16 LF 8" SD @ 0.50%
EX GRADEEX PEX PEX PEX P10
20
30
40
50
60
10
20
30
40
50
60
SDCB (1-9) TYPE 1RIM 25.37IE 22.53 (12" SE)IE 22.53 (12" NW)EX SDCB (1-E3)IE 22.60 (12" E)IE 22.60 (12" NW)RIM 25.46EX SDCB (1-E4)IE 23.03 (8" N)IE 22.70 (12" W)RIM 25.73SDCB (1-10) TYPE 1RIM 26.01IE 23.07 (8" S)EX TEX GRADE EX OHPEX OHPEX TEX P10
20
30
40
50
60
10
20
30
40
50
60
SDCB (1-12) TYPE 1RIM 25.91IE 24.13 (8" S)EX SDCB (1-E6)IE 24.10 (8" N)IE 24.10 (8" SW)RIM 25.92SDCB (1-11) TYPE 1RIM 25.90IE 23.90 (8" NE)IE 24.00 (10" NW)IE 24.10 (8" SW)IE 23.90 (10" S)EX GRADE
FINISH GRADE
FINISH GRADE
9 LF 12" SD @ 0.79%8 LF 8" SD @ 0.49%
FINISH GRADEEX TEX TC:\pw_workdir\den003\jeg_conleye\d0601389\1 DRP.01.dwg | Layout: 1DRP.01PLOTTED: Nov 03, 2021-05:11:11pm By CONLEYEXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; Renton_Working_Drainage Profiles.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
SCALE:
S 2ND ST AND SHATTUCK AVE S
STA 20+00 TO 21+00
DRAINAGE PROFILE
SHOWN SCALE:
S 2ND ST AND WHITWORTH AVE S
STA 16+50 TO 17+50
DRAINAGE PROFILE
SHOWN SCALE:
S 2ND ST AND MORRIS AVE S
STA 13+50 TO 14+00
DRAINAGE PROFILE
SHOWN SCALE:
LAKE AVE S AND S GRADY WAY
STA 10+50 TO 11+00
DRAINAGE PROFILE
SHOWN
SCALE:
LAKE AVE S AND S GRADY WAY
STA 11+00 TO 11+50
DRAINAGE PROFILE
SHOWN SCALE:
SHATTUCK AVE S AND S GRADY WAY
STA 14+50 TO 16+00
DRAINAGE PROFILE
SHOWN SCALE:
SHATTUCK AVE S AND S GRADY WAY
STA 14+50 TO 16+00
DRAINAGE PROFILE
SHOWN
20'40'
HORIZONTAL SCALE
0'10'20'
VERTICAL SCALE
0'
RENTON SEGMENT
DRAINAGE PROFILES
1 OF 4
1DRP.01
J. GREEN
H. JOHNSON
J. ETULAIN
NOTE: SEE DRAWING 1C7.03 NOTE: SEE DRAWING 1C7.03 NOTE: SEE DRAWING 1C7.02 NOTE: SEE DRAWING 1C7.05
NOTE: SEE DRAWING 1C7.05 NOTE: SEE DRAWING 1C7.06 NOTE: SEE DRAWING 1C7.06
226
10
20
30
40
50
60
10
20
30
40
50
60
EX SDCB (1-E8)IE 24.60 (8" N)IE 24.60 (8" E)RIM 26.65EX 20" TEX PEX 12" W10
20
30
40
50
60
10
20
30
40
50
60
EX 24" W
10
20
30
40
50
60
10
20
30
40
50
60
EX GRADE SDCB (1-15) TYPE 2-48"RIM 28.08IE 25.20 (8" NW)IE 25.20 (8" SE)EX GRADE
FINISH GRADE
FINISH GRADE EX SDCB (1-E11)IE 25.00 (8" NE)IE 25.20 (8" NW)IE 25.20 (8" SW)RIM 28.39SDCB (1-18) TYPE 1RIM 30.10IE 27.93 (8" N)EX SDMH (1-E6)IE 27.20 (12" E)IE 26.12 (12" SW)IE 25.60 (18" SE)RIM 31.38EX P
EX T
43 LF 12" SD @ 0.51%4 LF 8" SD @ 0.70%
7 LF 8" SD @ 0.45%OWS (1-1), 11.17'x5.67'RIM=30.33IE 27.90 (8" S)IE 27.57 (8" N)MW (1-1), 4.00'x6.33'RIM=30.59IE 27.57 (8" S)IE 26.34 (12" N)SDCB (1-13) TYPE 1RIM 26.87IE 24.66 (8" S)11 LF 8" SD @ 0.50%EX P
EX GRADE
FINISH GRADE EX T10
20
30
40
50
60
10
20
30
40
50
60
SDCB (1-17) TYPE 1RIM 31.22IE 28.80 (6" NE)IE -0.25 (6" NE)IE 28.62 (12" SW)EX SDCB (1-E14)IE 28.60 (12" NE)IE 28.30 (12" W)RIM 31.2110
20
30
40
50
60
10
20
30
40
50
60
SDCB (1-19) TYPE 1RIM 33.90IE 31.68 (8" S)10
20
30
40
50
60
10
20
30
40
50
60
SDCB (1-20) TYPE 1RIM 33.37IE 31.56 (8" N)IE 30.56 (8" W)EX SDCB (1-E16)IE 30.50 (12" N)IE 30.50 (8" E)IE 30.30 (12" W)RIM 33.51EX PEX T180
190
200
210
220
230
180
190
200
210
220
230
SDCB (1-27) TYPE 1RIM 194.19IE 191.19 (12" W)EX TEX TEX P23 LF 8" SD @ 0.52%
12 LF 8" SD @ 0.50%
EX GRADE
EX GRADE
EX GRADE
EX GRADE
EX SDMH (1-E5)IE 191.14 (12" E)IE 188.40 (12" NE)IE 190.20 (12" E)IE 188.50 (12" SW)RIM 194.10FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
10 LF 12" SD @ 0.51%SDCB (1-20) TYPE 1RIM 33.37IE 31.56 (8" N)IE 30.56 (8" W)4 LF 12" SD @ 0.50%C:\pw_workdir\den003\jeg_conleye\d0601389\1 DRP.01.dwg | Layout: 1DRP.02PLOTTED: Nov 04, 2021-10:34:59pm By CONLEYEXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; Renton_Working_Drainage Profiles.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
SCALE:
S GRADY WAY
STA 17+00 TO 17+50
DRAINAGE PROFILE
SHOWN SCALE:
S GRADY WAY AND TALBOT RD S
STA 10+00 TO 11+00
DRAINAGE PROFILE
SHOWN SCALE:
S GRADY WAY
STA 22+50 TO 23+00
DRAINAGE PROFILE
SHOWN
SCALE:
TALBOT RD S
STA 10+50 TO 11+00
DRAINAGE PROFILE
SHOWN SCALE:
TALBOT RD S
STA 15+00 TO 15+50
DRAINAGE PROFILE
SHOWN SCALE:
TALBOT RD S
STA 15+00 TO 15+50
DRAINAGE PROFILE
SHOWN SCALE:
TALBOT RD S
STA 25+50 TO 26+00
DRAINAGE PROFILE
SHOWN
20'40'
HORIZONTAL SCALE
0'10'20'
VERTICAL SCALE
0'
RENTON SEGMENT
DRAINAGE PROFILES
2 OF 4
1DRP.02
J. GREEN
H. JOHNSON
J. ETULAIN
NOTE: SEE DRAWING 1C7.06 NOTE: SEE DRAWING 1C7.08 NOTE: SEE DRAWING 1C7.07
NOTE: SEE DRAWING 1C7.08 NOTE: SEE DRAWING 1C7.09 NOTE: SEE DRAWING 1C7.09 NOTE: SEE DRAWING 1C7.12
227
10
20
30
40
50
60
10
20
30
40
50
60
EX SDCB (1-E18)IE 28.41 (12" NE)RIM 31.01SDCB (1-24A) TYPE 2-54"RIM 31.49IE 26.87 (12" S)IE 25.20 (36" N)SDCB (1-24B) TYPE 2-54"RIM 31.53IE 25.20 (36" S)IE 28.25 (12" W)IE 25.20 (36" N)FCS (1-24C) TYPE 2-54"RIM 31.43IE 25.20 (36" S)IE 25.20 (18" W)18 LF 12" SD @ 0.57%
2 LF 36" SD @ 0.00%
58 LF 48" SD @ 0.00%
2 LF 36" SD @ 0.00%2 LF 36" @ 0.00%
57 LF 48" SD @ 0.00%
2 LF 36" SD @ 0.00%
20 LF 18" SD @ 0.50%
FINISH GRADESDCB (1-26) CB TYPE 2-48"RIM 33.00IE 25.54 (12" S)IE 25.10 (18" E)IE 25.10 (15" W)EX GRADE
24 LF 12" SD (DI) @ 0.47%MW (1-2), 4.00'x8.00'RIM=31.30IE 28.30 (12" S)IE 26.97 (12" N)EX WEX. GASEX. GAS10
20
30
40
50
60
10
20
30
40
50
60
EX SDCB (1-E17)IE 26.50 (12" E)IE 26.50 (12" NW)RIM 31.35164 LF 12" SD @ 0.50%SDCB (1-26) CB TYPE 2-48"RIM 33.00IE 25.54 (12" S)IE 25.10 (18" E)IE 25.10 (15" W)EX GRADE
FINISH GRADESDCB (1-25) CB TYPE 2-48"RIM 32.24IE 26.36 (12" SE)IE 26.36 (12" N)28 LF 12" SD @ 0.50%
EX 57 LF 12" SD @ 0.52%C:\pw_workdir\den003\jeg_conleye\d0601389\1 DRP.01.dwg | Layout: 1DRP.03PLOTTED: Nov 04, 2021-10:33:16pm By CONLEYEXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; Renton_Working_Drainage Profiles.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
HORIZONTAL SCALE
0'10'20'
VERTICAL SCALE
0'
SCALE:
TALBOT RD S
STA 19+50 TO 21+00
DRAINAGE PROFILE
SHOWN
SCALE:
TALBOT RD S
STA 19+50 TO 21+00
DRAINAGE PROFILE
SHOWN
RENTON SEGMENT
DRAINAGE PROFILES
3 OF 4
1DRP.03
J. GREEN
H. JOHNSON
J. ETULAIN
NOTE: SEE DRAWING 1C7.10
NOTE: SEE DRAWING 1C7.10
228
80
90
100
110
120
130
80
90
100
110
120
130
80
90
100
110
120
130
80
90
100
110
120
130
SDCB (1-28) TYPE 1RIM 91.70IE 89.08 (8" SE)EX SDCB (1-E19)IE 90.30 (6" SE)IE 90.30 (4" NE)IE 89.03 (8" NW)IE 88.80 (12" S)IE 88.70 (12" N)RIM 92.0210 LF 8" SD (DI) @ 0.50%
43 LF 12" SD @ 0.51%
FINISH GRADE EX SDCB (1-E23)IE 90.10 (12" N)RIM 93.94EX GEX 12" WEX 12" WFINISH GRADE
EX GRADE
EX GRADEEX SDCB (1-E22)IE 90.00 (12" S)IE 90.00 (12" NE)RIM 92.79SDCB (1-31) TYPE 1RIM 92.78IE 89.95 (12" SW)IE 89.70 (12" E)IE 89.70 (12" N)SDCB (1-30) TYPE 2-48"RIM 92.91IE 89.48 (12" S)IE 90.91 (12" E)IE 89.25 (12" N)EX SDCB (1-E19)IE 90.30 (6" SE)IE 90.30 (4" NE)IE 89.03 (8" NW)IE 88.80 (12" S)IE 88.70 (12" N)RIM 92.0290 LF 12" SD @ 0.50%50 LF 12" SD @ 0.20%
12 LF 12" SD @ 0.43%
440
450
460
470
480
490
440
450
460
470
480
490
SDCB (1-E28)RIM 461.10IE 458.30 (4" E)IE 457.50 (8" W)SDCB (1-35) TYPE 1RIM 460.90IE 457.44 (8" E)IE 455.83 (8" S)SDCB (1-E30) TYPE 1RIM 456.12IE 455.40 (8" N)IE 454.90 (12" W)87 LF 8" SD @ 0.49%12 LF 8" SD @ 0.48%
70
80
90
100
110
120
70
80
90
100
110
120
SDCB (1-31) TYPE 1RIM 92.78IE 89.95 (12" SW)IE 89.70 (12" E)IE 89.70 (12" N)12 LF 12" SD @ 0.43%24 LF 12" SD @ 11.46%EX SDCB (1-E22)IE 90.00 (12" S)IE 90.00 (12" NE)RIM 92.79C:\pw_workdir\den003\jeg_conleye\d0601389\1 DRP.01.dwg | Layout: 1DRP.04PLOTTED: Nov 03, 2021-06:45:59pm By CONLEYEXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; Renton_Working_Drainage Profiles.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
SCALE:
TALBOT RD S
STA 71+50 TO 72+00
DRAINAGE PROFILE
SHOWN SCALE:
TALBOT RD S
STA 72+00 TO 73+50
DRAINAGE PROFILE
SHOWN
20'40'
HORIZONTAL SCALE
0'10'20'
VERTICAL SCALE
0'
RENTON SEGMENT
DRAINAGE PROFILES
4 O F 4
1DRP.04
J. GREEN
H. JOHNSON
J. ETULAIN
NOTE: SEE DRAWING 1C7.14 NOTE: SEE DRAWING 1C7.14
SCALE:
TALBOT RD S
STA 73+01 TO 73+09
DRAINAGE PROFILE
SHOWN
NOTE: SEE DRAWING 1C7.14
SCALE:
108TH AVE SE (SR 515)
STA 53+39.33 TO 54+27
DRAINAGE PROFILE
SHOWN
NOTE: SEE DRAWING 1C7.23
CONNECT FLARED END INLET PER
CITY OF RENTON STD PLAN 221.10
229
HOLE
BACK OF PLATFORM - CONCRETE OR LANDSCAPE AREA
HOLE
HOLE
3
FRONT OF SHELTER PLATFORM - BACK OF SIDEWALK
1
1DRD.02COL
HOLE
1DRD.01
HOLE
BACK OF PLATFORM - CONCRETE OR LANDSCAPE AREA
HOLE
HOLE
FRONT OF SHELTER PLATFORM - BACK OF SIDEWALK
1
1DRD.02 COLHOLE
3
1DRD.01
C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.01PLOTTED: Oct 20, 2021-02:15:58pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png;
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
BASE PLATE BY
OTHERS
RENTON SEGMENT
SHELTER DRAINAGE DETAILS
1 OF 8
1DRD.01
J. GREEN
H. JOHNSON
J. ETULAIN
COL BY
OTHERS
BASE PLATE BY
OTHERS
ALTERNATIVE - 2: STORM DRAIN ROUTED ABOVE
SLAB TO BACK OF PLATFORM
TO LANDSCAPE AREA. SEE DRAINAGE PLANS
SCALE:
SHELTER PLATFORM - DRAINAGE PLAN - LEFT CONFIGURATION
DETAIL
1" = 1'
2
-
SCALE:
SHELTER COLUMN - DRAINAGE CONFIGURATION
DETAIL
1" = 0.5'
3
-
SCALE:
SHELTER PLATFORM - DRAINAGE PLAN - RIGHT CONFIGURATION
DETAIL
1" = 1'
1
-
GENERAL NOTES:
1.SHELTERS AND TECH PYLONS TO BE OWNER FURNISHED/CONTRACTOR INSTALLED. DETAIL
INFORMATION SHOWN HERE IS FOR REFERENCE AND COORDINATION PURPOSES ONLY.
2.SEE STRUCTURAL DRAWINGS FOR FOUNDATION LIMITS AND REBAR SPACING.
3.ALL UTILITIES ARE NOT SHOWN. SEE OTHER DISCIPLINE DRAWINGS FOR UTILITY
INFORMATION.
4.SEE CIVIL PLANS FOR SIDEWALK CONSTRUCTION.
5.REFER TO STATION PLANS TO DETERMINE LEFT OR RIGHT CONFIGURATION.
HOLE FOR DOWNSPOUT
STEEL CANOPY STRUCTURE BY
OTHERS, SEE SHELTER
SPECIFICATIONS
STEEL CANOPY STRUCTURE BY
OTHERS, SEE SHELTER
SPECIFICATIONS
HOLE FOR ELECTRICAL, BY OTHERS
ALTERNATIVE - 1: STORM DRAIN ROUTED IN
SLAB THROUGH SIDEWALK TO FACE OF CURB AND
GUTTER. SEE DRAINAGE PLANS
230
FACE OFPLATFORMBACK OFPLATFORMA B
PER STATION PLANS
3.0' CLEARANCE
1.0'
TOP OF SHELTER
PER STATION PLANS
_
2
TOP OF PLATFORM 6" MAX12"
24"
24"
A A
PER
STATION
PLANS
C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.02PLOTTED: Oct 20, 2021-02:16:11pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png;
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
RENTON SEGMENT
SHELTER DRAINAGE DETAILS
2 of 8
1DRD.02
J. GREEN
H. JOHNSON
J. ETULAIN
GENERAL NOTES:
1.SHELTERS AND TECH PYLONS TO BE OWNER FURNISHED/CONTRACTOR INSTALLED. DETAIL
INFORMATION SHOWN HERE IS FOR REFERENCE AND COORDINATION PURPOSES ONLY.
2.SEE STRUCTURAL DRAWINGS FOR FOUNDATION LIMITS AND REBAR SPACING.
3.UTILITIES ARE NOT SHOWN. SEE OTHER DISCIPLINE DRAWINGS FOR UTILITY INFORMATION.
4.SEE CIVIL PLANS FOR SIDEWALK CONSTRUCTION.
CONCRETE SIDEWALK
INVERT OF STORM PIPE SHALL
BE AT OR ABOVE GUTTER
LINE
6" CONCRETE CURB
(TYPE MAY VARY)
ROADWAY
STEEL CANOPY STRUCTURE BY OTHERS, SEE
SHELTER SPECIFICATIONS
3" DOWNSPOUT PER
STATION PLANS
CONCRETE SHELTER
FOUNDATION
CONCRETE CURB
AND GUTTER
ROADWAY
CONCRETE
SIDEWALK, SEE
CIVIL PLANS
WIRE MESH
REINFORCEMENT
DOWNSPOUT ROUTED TO
FRONT OF PLATFORM
BASE PLATE, SEE
SHELTER SPECIFICATIONS
ELECTRICAL CONDUIT,
SEE ELECTRICAL SHEETS
STEEL CANOPY STRUCTURE BY
OTHERS, SEE SHELTER
SPECIFICATIONS
3" LONG SWEEP ELBOW
CONCRETE SHELTER
FOUNDATION
CUT OUT BASE PLATE, TYP EACH SIDE
EXTEND STORM DRAIN
DOWNSPOUT ABOVE
GRADE
3" DOWNSPOUT PER STATION PLANS
CONCRETE SIDEWALK
PER CIVIL
CONCRETE
SHELTER
PLATFORM
CONCRETE CURB AND
GUTTER
ROADWAY
EDGE OF SHELTER PLATFORM
STEEL CANOPY STRUCTURE BY
OTHERS, SEE SHELTER
SPECIFICATIONS
3" DUCTILE IRON PIPE
WIRE MESH REINFORCEMENT
CONCRETE SHELTER
PLATFORM
3" DOWNSPOUT
3" DOWNSPOUT
WIRE MESH REINFORCEMENT
STEEL CANOPY STRUCTURE BY
OTHERS, SEE SHELTER
SPECIFICATIONS
FLEX COUPLER CONNECTION BETWEEN
DOWNSPOUT & EMBEDDED DRAIN PIPE
1-1/2" MIN COVER
3" PIPE
SCALE:
DETAIL
1" = 2'
1
1DRD.01
PLAN VIEW
ELEVATION VIEW
COLUMN DETAIL
ISOMETRIC VIEW
SECTION A
ATTACHEMNT
WIRE MESH
231
FACE OFPLATFORMBACK OFPLATFORMA B
PER STATION PLANS
3.0' CLEARANCE
1.0'
TOP OF SHELTER
PER STATION PLANS
_
2
TOP OF PLATFORM
PER
STATION
PLANS
C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.03PLOTTED: Oct 20, 2021-02:16:20pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png;
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
RENTON SEGMENT
SHELTER DRAINAGE DETAILS
3 of 8
1DRD.03
J. GREEN
H. JOHNSON
J. ETULAIN
GENERAL NOTES:
1.SHELTERS AND TECH PYLONS TO BE OWNER FURNISHED/CONTRACTOR INSTALLED.
DETAIL INFORMATION SHOWN HERE IS FOR REFERENCE AND COORDINATION
PURPOSES ONLY.
2.SEE STRUCTURAL DRAWINGS FOR FOUNDATION LIMITS AND REBAR SPACING.
3.ALL UTILITIES ARE NOT SHOWN. SEE OTHER DISCIPLINE DRAWINGS FOR UTILITY
INFORMATION.
4.SEE CIVIL PLANS FOR SIDEWALK CONSTRUCTION.
LANDSCAPING AREA,
SEE DRAINAGE SHEETS
CONCRETE SHELTER
PLATFORM
STEEL CANOPY STRUCTURE BY OTHERS, SEE
SHELTER SPECIFICATIONS
3" DOWNSPOUT PER
STATION PLANS
CONCRETE SHELTER
FOUNDATION
CONCRETE CURB
AND GUTTER
ROADWAY
CONCRETE
SIDEWALK, SEE
CIVIL PLANS
LANDSCAPING AREA, SEE
DRAINAGE SHEETS
3" DOWNSPOUT PER
STATION PLANS
CUT OUT OPENING IN COLUMN
FOR DOWNSPOUT, SEE
SPECIFICATIONS
DOWNSPOUT NOZZLE
CONCRETE SHELTER
PLATFORM
BASE PLATE, SEE
SHELTER SPECIFICATIONS
ELECTRICAL CONDUIT, SEE
ELECTRICAL SHEETS
STEEL CANOPY STRUCTURE BY OTHERS, SEE
SHELTER SPECIFICATIONS
3" SHORT TURN BELOW
3" DOWNSPOUT
STEEL CANOPY STRUCTURE
BY OTHERS, SEE SHELTER
SPECIFICATIONS
VIEWELEVATION COLUMN ATTACHEMNT DETAIL
VIEWISOMETRIC
SCALE:
DETAIL
1" = 2'
1
1DRD.01
232
C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.04PLOTTED: Oct 20, 2021-02:16:28pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png;
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
RENTON SEGMENT
DRAINAGE DETAILS
4 OF 8
1DRD.04
J. GREEN
H. JOHNSON
J. ETULAIN
SCALE:
CATCH BASIN TYPE 1
DETAIL
NTS
1
-SCALE:
CATCH BASIN TYPE 2
DETAIL
NTS
2
-SCALE:
TYPICAL TRENCH AND BACKFILL
DETAIL
NTS
3
-
233
C/L
C/LMH-30MH-30
PATENTED
PERIMETER
VOID AREA
WETLANDMEDIA
BED
INLET PIPE
SEE NOTES
OUTLET PIPE
SEE NOTES
PRE-FILTER
CARTRIDGE
28.50
PEAK HGL
C/L
5'-0"
4'-0"6"6"
30.59
RIM/FS
26.34
IE OUT
27.54
IE IN
FLOW CONTROL
RISER
30.01
TOP OF VAULT
C/L
7'-4"
6'-4"6"6"2'-1112"8"4'-3"712"C/L
6" MIN. BASE4'-3"3'-012"7"712"2'-1112"C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.05PLOTTED: Oct 20, 2021-02:16:38pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png;
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
RENTON SEGMENT
DRAINAGE DETAILS
5 OF 8
1DRD.05
J. GREEN
H. JOHNSON
J. ETULAIN
SITE SPECIFIC DATA
PROJECT NUMBER 14053
PROJECT NAME I-LINE
PROJECT LOCATION RENTON, WA
STRUCTURE ID MW (1-1)
TREATMENT REQUIRED
VOLUME BASED (CF)FLOW BASED (CFS)
0.043
PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.231
PIPE DATA I.E.MATERIAL DIAMETER
INLET PIPE 1 27.54 CPE 8"
OUTLET PIPE 26.34 CPE 12"
PRETREATMENT BIOFILTRATION DISCHARGE
RIM ELEVATION 30.59 30.59 30.59
SURFACE LOAD HS-20 HS-20 HS-20
FRAME & COVER Ø30"Ø30"N/A
WETLANDMEDIA VOLUME (CY)0.74
ORIFICE SIZE (DIA. INCHES)4 EA Ø0.61"
NOTES: PRELIMINARY NOT FOR CONSTRUCTION.
1.MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS
OTHERWISE NOTED.
2.ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND
CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT
SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS,
WEIGHTS AND ACCESSORIES PLEASE CONTACT
MANUFACTURER.
1.CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND
INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND
APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE
MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN
MANUFACTURER'S CONTRACT.
2.UNIT MUST BE INSTALLED ON A MINIMUM 6" LEVEL ROCK BASE.
3.CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING
PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE
(PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE
MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE
SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION
DETAIL.
4.CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS,
MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND
HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE.
5.CONTRACTOR RESPONSIBLE FOR CONTACTING MANUFACTURER FOR
ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT
PROPER ACTIVATION BY A MANUFACTURER REPRESENTATIVE.
6.ALL HATCHES AND MANHOLE LIDS FOR ACCESS SHALL BE FLUSH WITH
ADJACENT GROUND.
7. DURING CONSTRUCTION, STORMWATER RUNOFF SHALL NOT ENTER THE
TREATMENT FACILITY UNLESS APPROVED BY THE ENGINEER.
GENERAL NOTES
INSTALLATION NOTES
FRAME AND COVER
PLAN VIEW
ELEVATION VIEW
LEFT END VIEW
RIGHT END VIEW
TREATMENT FLOW (CFS)0.043
OPERATING HEAD (FT)2.0
PRETREATMENT LOADING RATE (GPM/SF)1.5
WETLAND MEDIA LOADING RATE (GPM/SF)1.0
FINISHED GRADE
FINISHED GRADE
FRAME AND COVER
FRAME AND COVER
FRAME AND COVER
234
C/L
C/LMH-30MH-30
PATENTED
PERIMETER
VOID AREA
WETLANDMEDIA
BED
INLET PIPE
SEE NOTES
OUTLET PIPE
SEE NOTES
PRE-FILTER
CARTRIDGE
29.17
PEAK HGL
C/L
5'-0"
4'-0"6"6"
31.30
RIM/FS
26.97
IE OUT
28.30
IE IN
FLOW CONTROL
RISER
30.72
TOP OF VAULT
C/L
9'-0"
8'-0"6"6"3'-112"8"4'-5"712"C/L
6" MIN. BASE4'-5"3'-212"7"712"3'-11/2"C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.06PLOTTED: Oct 20, 2021-02:16:48pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png;
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
RENTON SEGMENT
DRAINAGE DETAILS
6 OF 8
1DRD.06
J. GREEN
H. JOHNSON
J. ETULAIN
PLAN VIEW
ELEVATION VIEW1.MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS
OTHERWISE NOTED.
2.ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND
CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT
SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS,
WEIGHTS AND ACCESSORIES PLEASE CONTACT
MANUFACTURER.
1.CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND
INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND
APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE
MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN
MANUFACTURER'S CONTRACT.
2.UNIT MUST BE INSTALLED ON A MINIMUM 6" LEVEL ROCK BASE.
3.CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING
PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE
(PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE
MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE
SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION
DETAIL.
4.CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS,
MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND
HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE.
5.CONTRACTOR RESPONSIBLE FOR CONTACTING MANUFACTURER FOR
ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT
PROPER ACTIVATION BY A MANUFACTURER REPRESENTATIVE.
6.ALL HATCHES AND MANHOLE LIDS FOR ACCESS SHALL BE FLUSH WITH
ADJACENT GROUND.
7. DURING CONSTRUCTION, STORMWATER RUNOFF SHALL NOT ENTER THE
TREATMENT FACILITY UNLESS APPROVED BY THE ENGINEER.
GENERAL NOTES
INSTALLATION NOTES
LEFT END VIEW
RIGHT END VIEW
SITE SPECIFIC DATA
PROJECT NUMBER 14053
PROJECT NAME I-LINE
PROJECT LOCATION RENTON, WA
STRUCTURE ID MW (1-2)
TREATMENT REQUIRED
VOLUME BASED (CF)FLOW BASED (CFS)
0.068
PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.499
PIPE DATA I.E.MATERIAL DIAMETER
INLET PIPE 1 28.30 DI 12"
OUTLET PIPE 26.97 PVC 12"
PRETREATMENT BIOFILTRATION DISCHARGE
RIM ELEVATION 31.30 31.30 31.30
SURFACE LOAD HS-20 HS-20 HS-20
FRAME & COVER Ø30"Ø30"N/A
WETLANDMEDIA VOLUME (CY)1.02
ORIFICE SIZE (DIA. INCHES)4 EA Ø0.77"
NOTES: PRELIMINARY NOT FOR CONSTRUCTION.
TREATMENT FLOW (CFS)0.068
OPERATING HEAD (FT)2.0
PRETREATMENT LOADING RATE (GPM/SF)1.2
WETLAND MEDIA LOADING RATE (GPM/SF)1.0
FINISHED GRADE
FINISHED GRADE FRAME AND COVER
FRAME AND COVER
FRAME AND COVER
FRAME AND COVER
235
C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.07PLOTTED: Oct 20, 2021-02:16:58pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png;
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
RENTON SEGMENT
DRAINAGE DETAILS
7 OF 8
1DRD.07
J. GREEN
H. JOHNSON
J. ETULAIN
SCALE:
OIL WATER SEPARATOR STRUCTURE
DETAIL
1" = 1'
1
1C7.08
DESCRIPTION
STRUCTURE ID OWS (1-1)
LOADING CRITERIA LOAD LEVEL 6
STRUCTURE LENGTH (FT)11.17'
STRUCTURE WIDTH (FT)5.67'
RIM ELEVATION 30.33'
INLET PIPE SIZE (IN)8.00"
INLET PIPE INVERT ELEVATION 27.90'
OUTLET PIPE SIZE (IN)8.00"
OUTLET PIPE INVERT ELEVATION 27.57'
15 - MIN OFF-LINE WQ FLOWRATE (CFS)0.032
100 - YEAR PEAK FLOWRATE (CFS)0.231
236
6"
MAX.6" MIN20" MIN
C:\pw_workdir\den003\jeg_conleye\d0601389\1 DRD.01.dwg | Layout: 1DRD.08PLOTTED: Nov 03, 2021-10:30:08am By CONLEYEXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: Catch Basin - Type 1.png; Catch Basin - Type 2.png; Coalescing Oil Water Separator_240.103222.png; Typical Trench and Backfill1780.png;
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
RENTON SEGMENT
DRAINAGE DETAILS
8 OF 8
1DRD.08
J. GREEN
H. JOHNSON
J. ETULAIN
DESCRIPTION
STRUCTURE ID FCS (1-24C)
LOADING CRITERIA LOAD LEVEL 6
STRUCTURE DIAMETER (IN)54" TYPE 2 CB
RIM ELEVATION 31.43'
INLET PIPE SIZE (IN)36.00"
INLET PIPE INVERT ELEVATION 25.20'
OUTLET PIPE SIZE (IN)18.00"
OUTLET PIPE INVERT ELEVATION 25.20'
RISER PIPE DIAMETER (IN)12.00"
RISER PIPE ELEVATION 29.60'
RESTRICTOR ORIFICE 1 DIAMETER (IN)1.25"
RESTRICTOR ORIFICE 2 DIAMETER (IN)2.00"
SIZED TO FIT
OUTER DIAMETER
OF RISER
8" MIN BETWEEN PIPE
PENETRATIONS
(TYPICAL ALL PIPES)12" MIN1' MIN.
RESTRICTOR ELBOW
SEE DETAIL THIS SHEET
4-9"X1"X12 GA. GALV.
STRIPS TACK WELD TO
WIRE WESH
SOLID 12 GA. GALV. BOTTOM
PLATE
TACK WELD WIRE MESH TO
BOTTOM PLACE
0.5"X0.5"X16 GA. GALV.
WIRE MESH
RIM ELEVATION = SEE TABLE
SAND COLLAR OR
KOR-N-SEAL BOOT
8" SCREW TYPE
SHEAR GATE
6"
MAX.6" MINSIZED TO FIT
OUTER DIAMETER
OF RISER
20" MIN
8" MIN BETWEEN PIPE
PENETRATIONS
(TYPICAL ALL PIPES)12" MIN1' MIN.
20" MIN CLEARANCE TO ANY PORTION OF THE
RISER PIPE OR RESTRICTOR ELBOW
RESTRICTOR ELBOW
SEE DETAIL THIS SHEET
4-9"X1"X12 GA. GALV.
STRIPS TACK WELD TO
WIRE WESH
SOLID 12 GA. GALV. BOTTOM
PLATE
TACK WELD WIRE MESH TO
BOTTOM PLACE
0.5"X0.5"X16 GA. GALV.
WIRE MESH
FRAME AND SOLID COVER MARKED
"DRAIN" WITH LOCKING BOLTS PER CITY
OF RENTON STD. PLANS 204.40 AND 240.50
STD.GALV. STL.
STEPS & LADDER
REFER TO TABLE FOR
RISER DIAMETER
PIPE SUPPORT (2 MIN):
3"X0.090" ALUMINUM
W/ 5
8" STAINLESS BOLTS
OUTLET PIPE, SEE TABLE
SAND COLLAR OR
KOR-N-SEAL BOOT
8" SCREW TYPE
SHEAR GATE
RESTRICTOR ORIFICE 1
EL = SEE TABLE
Ø= SEE TABLE
PLATE BOLTED TO FLANGE
OR DRILLED CAP
FLOW CONTROL SCREEN
PLATE WITH ORIFICE 2 AS
SPECIFIED, BOLTED TO
FLANGE OR DRILLED CAP
REMOVALBLE
WATER TIGHT
COUPLING
METAL PIPE
INLET PIPE, SEE TABLE
BOTTOM OF STRUCTURE, SEE TABLE
RESTRICTOR ORIFICE 1 ELEVATION 20.40'
RESTRICTOR ORIFICE 2 ELEVATION 22.70'
BOTTOM OF STRUCTURE ELEVATION 19.90'
100 - YEAR PEAK FLOW (CFS)0.31
RESTRICTOR ORIFICE 2
EL = SEE TABLE
Ø= SEE TABLE
SCALE:
DETAIL
1" = 20'
1
1C7.10
VIEWPLAN
VIEWELEVATION
CONTROL SCREENFLOW
237
C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 EC.00.dwg | Layout: 1EC.0APLOTTED: Nov 04, 2021-12:11:40pm By HIRASKRXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT
ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING
SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE
APPLICANT'S CONTRACTOR.
2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE
WASHINGTON STATE DEPARTMENT OF ECOLOGY
(ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE
APPLICANT SHALL PROVIDE THE CITY'S COPIES OF ALL
MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER
GENERAL PERMIT.
3.THE ESC PLAN SET SHALL INCLUDE AN ESC
CONSTRUCTION SEQUENCE DETAILING THE ORDERED
STEPS THAT SHALL BE FOLLOWED FROM
CONSTRUCTION COMMENCEMENT TO POST-PROJECT
CLEANUP IN ORDER TO FULFILL PROJECT ESC
REQUIREMENTS.
4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE
AREAS AND THEIR BUFFERS, AND AREAS OF
VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY
DELINEATED BY FENCING AND PROTECTED IN THE
FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY
OF RENTON SURFACE WATER DESIGN MANUAL
(RENTON SWDM) PRIOR TO THE START OF
CONSTRUCTION. DURING THE CONSTRUCTION PERIOD,
NO DISTURBANCE BEYOND THE CLEARING LIMITS
SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE
MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR
THE DURATION OF CONSTRUCTION.
5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE
INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED
WHEEL WASH SYSTEMS OR WASH PADS, MAY BE
REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE
KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY
DOES NOT OCCUR FOR THE DURATION OF THE
PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC
ROADS SHALL BE CLEANED THOROUGHLY AT THE END
OF EACH DAY, OR MORE FREQUENTLY DURING WET
WEATHER, AS NECESSARY TO PREVENT SEDIMENT
FROM ENTERING WATERS OF THE STATE.
6.WASHOUT FROM CONCRETE TRUCKS SHALL BE
PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE
WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR
OPEN DITCHES. ON- SITE DUMPING OR EXCESS
CONCRETE SHALL ONLY OCCUR IN DESIGNATED
CONCRETE WASHOUT AREAS.
7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED
AND IN OPERATION PRIOR TO LAND CLEARING AND/OR
CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS
AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE
MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS
COMPLETE AND POTENTIAL FOR ON- SITE EROSION
HAS PASSED. ALL ESC BMPS SHALL BE REMOVED
AFTER CONSTRUCTION IS COMPLETED AND THE SITE
HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-
SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND
REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY
OF THE APPLICANT.
8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS
THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF
SHALL BE DISPOSED OF PROPERLY.
9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE
INTENDED TO BE MINIMUM REQUIREMENTS TO MEET
ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL
CONDITIONS DICTATE, THE APPLICANT SHALL
ANTICIPATE THAT MORE ESC BMPS WILL BE
NECESSARY TO ENSURE COMPLETE SILTATION
CONTROL ON THE PROPOSED SITE. DURING THE
COURSE OF CONSTRUCTION, IT SHALL BE THE
OBLIGATION AND RESPONSIBILITY OF THE APPLICANT
TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY THE ACTIVITIES AND TO PROVIDE
ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT
ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES
NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE
DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS, OR STORMWATER FACILITIES.
11.ANY DEWATERING SYSTEM NECESSARY FOR THE
CONSTRUCTION OF STORMWATER FACILITIES SHALL BE
SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY
EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR
TWO DAYS DURING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE
DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH)
SHALL BE IMMEDIATELY STABILIZED WITH THE
APPROVED ESC COVER METHODS (E.G., SEEDING,
MULCHING, PLASTIC COVERING, ETC.) IN
CONFORMANCE WITH APPENDIX D OF THE RENTON
SWDM.
STANDARD ESC PLAN NOTES:
13.WET SEASON ESC REQUIREMENTS APPLY TO ALL
CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND
APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE
CITY.
14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT
REQUIRING IMMEDIATE ATTENTION, SHALL BE
ADDRESSED WITHIN SEVEN (7) DAYS.
15.THE ESC BMPS ON INACTIVE SITES SHALL BE
INSPECTED AND MAINTAINED AT A MINIMUM OR ONCE A
MONTH OR WITHIN 24 HOURS FOLLOWING A STORM
EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR
MORE FREQUENTLY AS REQUIRED BY THE CITY.
16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION
ACTIVITY, CATCH BASIN INSERTS PER THE CITY
STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL
STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500
FEET OF A DISTURBED OR CONSTRUCTION AREA,
UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE
CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH
BASIN INSERTS SHALL BE PERIODICALLY INSPECTED
AND REPLACED AS NECESSARY TO ENSURE FULLY
FUNCTIONING CONDITION.
17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED
2 3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING
OPERATION SHALL NOT FLUSH SEDIMENT- LADEN
WATER INTO THE DOWNSTREAM SYSTEM.
18.ANY PERMANENT STORMWATER FACILITY LOCATION
USED AS A TEMPORARY SETTLING BASIN SHALL BE
MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE
TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS
AN INFILTRATION SYSTEM IN ITS PERMANENT STATE,
THE TEMPORARY FACILITY SHALL BE ROUGH GRADED
SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE
FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING
EXISTING STORMWATER FACILITIES OR ON-SITE BMPS
(AMENDED SOILS, BIORETENTION, PERMEABLE
PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND
PROTECTED USING ESC BMPS TO AVOID
SEDIMENTATION AND COMPACTION DURING
CONSTRUCTION.
20.PRIOR TO THE BEGINNING OF THE WET SEASON
(OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE
INSPECTED TO IDENTIFY WHICH ONES SHALL BE
SODDED OR SEEDED IN PREPARATION FOR THE
WINTER RAINS. DISTURBED AREAS SHALL BE SODDED
OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF
THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE
SODDED OR SEEDED AND THOSE AREAS TO REMAIN
UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR
REVIEW.
21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE
PROJECT SITE SHALL BE STABILIZED TO PREVENT
SEDIMENT- LADEN WATER FROM LEAVING PROJECT
SITE, ALL ESC BMPS SHALL BE REMOVED, AND
STORMWATER CONVEYANCE SYSTEMS, FACILITIES,
AND ON- SITE BMPS SHALL BE RESTORED TO THEIR
FULLY FUNCTIONING CONDITION. ALL DISTURBED
AREAS OF THE PROJECT SITE SHALL BE VEGETATED
OR OTHERWISE PERMANENTLY STABILIZED. AT A
MINIMUM, DISTURBED AREAS SHALL BE SODDED OR
SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT
COVER WILL DEVELOP SHORTLY AFTER FINAL
APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE
FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER
1ST.
22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF
BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE
AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD
RIGHTS OF WAY SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CITY STANDARDS. ROCKERIES
OUTSIDE OF ROAD RIGHTS OF WAY SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE.
RENTON SEGMENT
TESC
GENERAL NOTES
1EC.0A
238
XXX
XXX
XXX
C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 EC.00.dwg | Layout: 1EC.0BPLOTTED: Nov 04, 2021-01:05:11pm By HIRASKRXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
SCALE:
CATCH BASIN INSERT
NTS
1
EC.01 SCALE:NTS
2
EC.01
SILT FENCE
SCALE:NTS
3
EC.01
PLASTIC COVERING
SCALE:
SLOPE INSTALLATIONS OF NETS
NTS
4
EC.01AND BLANKETS
RENTON SEGMENT
TESC
GENERAL DETAILS
1EC.0B
239
XXX
XXX
XXX
SCALE:NTS
5
EC.01
COMPOST SOCK
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////10+0011+0010+00
11+00 12+00 13+00 14+00
//////////////////////////////////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.01PLOTTED: Nov 02, 2021-08:54:09pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)RENTON SEGMENT
TESC PLAN
2ND 11+00 TO LOG 14+50
1EC1.01
XXX
XXX
XXX
1
1
1
240
11+0012+0013+0014+0015+0016+00
10+00
11+00//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.02PLOTTED: Nov 02, 2021-08:58:15pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
S 2ND ST
MORRIS AVE S(2ND-LINE)(MOR-LINE)RENTON SEGMENT
TESC PLAN
2ND 16+00 TO 2ND 11+00
1EC1.02
XXX
XXX
XXX
1
1
2
4
1
1
1
241
16+0017+0018+0019+0020+00
21+00
//////////////////////////////////
////
//
/
///////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.03PLOTTED: Nov 02, 2021-09:02:32pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
S 2ND ST
SHATTUCKAVE SWHITWORTHAVE S(2ND-LINE)
RENTON SEGMENT
TESC PLAN
2ND 21+00 TO 2ND 16+00
1EC1.03
XXX
XXX
XXX
1
4
2
1
1
1
1
1
1
1
3
3
242
13+0014+0015+0012+00 13+00 14+00 15+00
15+56
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.04PLOTTED: Nov 02, 2021-09:06:10pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'S 3RD STMORRIS AVE S
(MOR-LINE)(3RD-LINE)RENTON SEGMENT
TESC PLAN
MOR 11+30 TO MOR 15+56
1EC1.04
XXX
XXX
XXX
243
18+29 17+0
0
18+0010+00
11+00 12+00 13+00
14+00/////////////////////////////
/
/
/
/
/
/
/
/
/
//
//
//
//
//
//
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
///////////////////////////////////////
/
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.05PLOTTED: Nov 02, 2021-09:10:28pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE)
RENTON SEGMENT
TESC PLAN
GRA 10+00 TO GRA 14+00
1EC1.05
XXX
XXX
XXX
1
1
21
1
244
14+00 15+00 16+00
17+00
18+00
19+00
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//
//
//
//
//
//
//
//
/
/
/
/
/
//////////////////////////////////////////////
////////////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
//
//
//
//
//
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//
//
//
//
//
/
/
//
//
//
//
//////////////////////////////////////////////////////////////////////////////////////////////////////////
/////////////////////////////////////////////////////////
/
/
/
/
/
//
//
//
//
//
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.06PLOTTED: Nov 02, 2021-09:14:32pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
S GRADY WAY
SHATTUCK AVE S(GRA-LINE)
RENTON SEGMENT
TESC PLAN
GRA 14+00 TO GRA 19+00
1EC1.06
XXX
XXX
XXX
2
1 1
1 2
2
1
1
1
1
3
4
245
19+00
20+00 21+00 22+00 23+00
24+00
S
G
R
A
D
Y
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
////////////////////////////
////////////////////////////
//////////////////////////////
//////////////////////////////
////////////////////////
//////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.07PLOTTED: Nov 02, 2021-09:20:40pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
S GRADY WAY
(GRA-LINE)
RENTON SEGMENT
TESC PLAN
GRA 19+00 TO GRA 24+00
1EC1.07
XXX
XXX
XXX
1
1
1 1
2
1 1
1
1
1
3
3
2
3
246
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/
//
//
//
//
//
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
////////////////////////////////////////////////////////////////////////////////////////////////////////////////
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////
//////////////////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.08PLOTTED: Nov 02, 2021-09:27:50pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'S GRADY WAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)RENTON SEGMENT
TESC PLAN
GRA 24+00 TO TAL-B 14+00
1EC1.08
XXX
XXX
XXX
2
1
12
1
1
1
2
2
1
4
3
1
247
14+00
15+00
16+00
17+00
18+00/////
/
/
/
/
/
//
//
//
//
//
//
//
//
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/
/////////////////////
/
/
/
/
/
//////////////////////////////////////////
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.09PLOTTED: Nov 03, 2021-04:56:18pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
TALBOT RD S
(TAL-B-LINE)
RENTON SEGMENT
TESC PLAN
TAL-B 14+00 TO TAL-B 18+50
1EC1.09
XXX
XXX
XXX
2
2
2
23
3
3
1 1
1
1
1
4
4
4 42
1
1
248
19+00 20+00 21+00 22+00 23+00
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//
//
//
//
//
//
/
/
/
/
/
/
/
//////////////////////////////////////////////
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//
//
//
//
//
//
/
/
/
/
/
/
/
//////////////////////////////////////////////
///////////////////////////////////////////////////////////////////////////////////////////TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.10PLOTTED: Nov 16, 2021-03:36:49pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
TALBOT RD S
I
-405
SB
OFF
-RAMP
(TAL-B-LINE)S RENTON VILLAGE PLRENTON SEGMENT
TESC PLAN
TAL-B 18+50 TO TAL-B 23+50
1EC1.10
XXX
XXX
XXX
1
1
1
2
21 3
TEMPORARY
STORAGE TANKS
TEMPORARY
TREATMENT SYSTEM
TEMPORARY
DRAIN PIPE
DISCHARGE
MONITORING POINT
249
33+00 34+00 35+00 36+00 37+00 38+00
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.11PLOTTED: Nov 16, 2021-03:39:38pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE)
RENTON SEGMENT
TESC PLAN
TAL-B 33+00 TO TAL-B 38+00
1EC1.11
250
XXX
XXX
XXX
1 1
1
1
1
2
2
1
1
2
24+00 25+00 26+00 27+00 28+00
29+00
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.12PLOTTED: Nov 16, 2021-03:41:52pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
TALBOT RD S S 23RD
ST
(TAL-21-LINE)TALBOT CREST DR SRENTON SEGMENT
TESC PLAN
TAL-21 24+00 TO TAL-21 29+00
1EC1.12
251
XXX
XXX
XXX
1
1
1
2
2
2
54+00 55+00 56+00 57+00 58+00
59+00
////////////////////////////////////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.13PLOTTED: Nov 16, 2021-03:43:51pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
TALBOT RD S
(TAL-21-LINE)S 32ND STRENTON SEGMENT
TESC PLAN
TAL-21 54+00 TO TAL-B 59+00
1EC1.13
252
XXX
XXX
XXX
1
1
2
2
4
4
71+00 72+00 73+00 74+00 75+00 76+00
////////////////////////////////////////////////////////////////////////////////////////////////////////
//
/
/
/
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//
/
/
/
/////////////////////////////////////////////////////////////////////TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.14PLOTTED: Nov 16, 2021-03:46:25pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE)
RENTON SEGMENT
TESC PLAN
TAL-21 71+00 TO TAL-21 76+00
1EC1.14
253
XXX
XXX
XXX
1 1 11 1 1 1
1
1
2
22
1
4
1
4
86+00 87+00 88+00 89+00 90+00 91+00
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.15PLOTTED: Nov 16, 2021-03:48:02pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
TESC PLAN
TAL-21 86+00 TO TAL-21 91+00
1EC1.15
254
XXX
XXX
XXX
1 1 1 1 1
1 1
2
2
1
1 1
32
+
0
0
33+0
0
34+00 35+00
36+00
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.16PLOTTED: Nov 16, 2021-04:10:42pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
SE CARR RDMILL AVE SWELLS AVE S(CAR-LINE)
RENTON SEGMENT
TESC PLAN
CAR 32+00 TO CAR 36+50
1EC1.16
255
XXX
XXX
XXX
1
1
1
4
2
2
2
43+00
44+00
45+00 46+00
47+00
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.17PLOTTED: Nov 16, 2021-04:12:04pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
SE CARR RD
105TH PL SE(CAR-LINE)
RENTON SEGMENT
TESC PLAN
CAR 42+50 TO CAR 47+50
1EC1.17
256
XXX
XXX
XXX
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
48+00
49+00
50+00 51+00
52+00
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.18PLOTTED: Nov 16, 2021-04:14:45pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'106TH PL SESE CARR RD
(CAR-LINE)106TH PL SERENTON SEGMENT
TESC PLAN
CAR 47+50 TO CAR 52+50
1EC1.18
257
XXX
XXX
XXX
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
0+00
1+00 2+00 3+00 4+00
54+10
53+0054+00TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.19PLOTTED: Nov 16, 2021-04:38:12pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'SE CARR RDSE PETROVITSKY RDBENSON DR S
(SR 515)
108TH AVE SE (SR 515)
(108TH-LINE)(CAR-LINE)RENTON SEGMENT
TESC PLAN
CAR 52+50 TO 108TH 4+00
1EC1.19
258
XXX
XXX
XXX
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
4+00 5+00 6+00 7+00 8+00 9+00
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.20.dwg | Layout: 1EC1.20PLOTTED: Nov 16, 2021-04:53:04pm By CONLEYEXREFS: X-TOPO.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; X-TESC_RENTON.dwg; 18229-SV-BS_Kent.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
TESC PLAN
108TH 4+00 TO 108TH 9+00
1EC1.20
259
XXX
XXX
XXX
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
13+00 14+00 15+00 16+00 17+00 18+00
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.20.dwg | Layout: 1EC1.21PLOTTED: Nov 16, 2021-05:01:20pm By CONLEYEXREFS: X-TOPO.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; X-TESC_RENTON.dwg; 18229-SV-BS_Kent.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
TESC PLAN
108TH 13+00 TO 108TH 18+00
1EC1.21
260
XXX
XXX
XXX
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
28+00 29+00 30+00 31+00 32+00 33+00
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////
/
/
/
/
/
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////
/
/
/
/
/
///////////////////////TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.20.dwg | Layout: 1EC1.22PLOTTED: Nov 16, 2021-05:07:32pm By CONLEYEXREFS: X-TOPO.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; X-TESC_RENTON.dwg; 18229-SV-BS_Kent.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STRENTON SEGMENT
TESC PLAN
108TH 28+00 TO 108TH 33+00
1EC1.22
261
XXX
XXX
XXX
1
1
1
2
2
2
3
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHPOHPOHPOHP52+00 53+00 54+00 55+00 56+00 57+00
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL TEMPORARY SEDIMENT BERM
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
SITE PREP AND TESC LEGEND
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
REMOVE ASPHALT PAVEMENT
REMOVE CEMENT CONCRETE PAVEMENT
REMOVE CEMENT CONCRETE SIDEWALK
CLEARING AND GRUBBING
REMOVAL ITEM
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
TEMPORARY CONSTRUCTION EASEMENT
INLET PROTECTION - EXISTING CB
INLET PROTECTION - PROPOSED CB
HIGH VISIBILITY SILT FENCE
TEMPORARY SEDIMENT BERM
COMPOST SOCK
4
////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.20.dwg | Layout: 1EC1.23PLOTTED: Nov 16, 2021-05:09:42pm By CONLEYEXREFS: X-TOPO.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; X-TESC_RENTON.dwg; 18229-SV-BS_Kent.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE IN FEET
0'
108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENTSEE VOLUME 2
FOR CITY OF KENT
IMPROVEMENTS
RENTON SEGMENT
TESC PLAN
108TH 52+00 TO 108TH 57+00
1EC1.23
262
XXX
XXX
XXX
1
1
1
1
1
1
1
1
3
3
GENERAL UTILITY NOTES
1.SANITARY SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE SEWER UTILITY WITH JURISDICTION OVER THE SYSTEM TO BE CONSTRUCTED. WHERE CONFLICT EXISTS BETWEEN
THE UTILITY STANDARDS AND THE NOTES BELOW, THE UTILITY STANDARD SHALL TAKE PRECEDENCE.
2.ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE,NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT AL TIMES. ALL SAFETY
REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET.
3.THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SDR 35 ASTM D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS
IS 4” AND OF SDR 35 ASTM D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PR0PERLY MARKED AT ENDS.
4.CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACK FILLING.
5.ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES
WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION.
6.THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT
AT HAND.
1.NOT ALL UNDERGROUND UTILITIES ARE NECESSARILY SHOWN ON THE DRAWINGS. CALL 811 "CALL BEFORE YOU DIG" FOR UNDERGROUND UTILITY FIELD LOCATION 48 HOURS PRIOR TO BEGINNING
WORK AT EACH SITE.
2.FIBER OPTIC CABLES ARE BURIED WITHIN MOST OF THE SITES OF WORK. EXERCISE EXTREME CARE TO AVOID DAMAGE TO THESE CABLES. REPAIR OR REPLACE THEM, AS DIRECTED BY THE PROJECT
REPRESENTATIVE AND TO THE SATISFACTION OF THEIR OWNER(S), IF DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT.
3.ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. TRENCHING THAT
MAY AFFECT TREE ROOTS SHALL BE DONE UNDER THE SUPERVISION OF AN ARBORIST APPROVED BY THE AGENCY HAVING JURISDICTION OVER THE SITE WORK.
4.ADJUST TO NEW GRADE ALL MANHOLES, CATCH BASINS, BOXES AND HAND HOLES.
5.ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS.
6.THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN
ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY 1 ALLIANCE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK
IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF
CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HA\/E MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC
SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW.
7.CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOW ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY
AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXITING UTILITIES AND
EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS.
8.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE
BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
9.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
10.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
11.MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET.
12.WATER AND SANITARY SEWER UTILITIES SHALL HAVE A MINIMUM TEN-FOOT (10') HORIZONTAL SEPARATION (PARALLEL), OR WHEN CROSSING 18" VERTICAL (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF
PIPE). ALL OTHER UTILITIES SHALL HAVE A MINIMUM FIVE-FOOT (5') HORIZONTAL SEPARATION (PARALLEL), OR WHEN CROSSING 12" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF
PIPE OR CONDUIT).
13.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH
MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF
18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10, ANSI 21.11 AND ANSI 21.51 (AWWA C--151) (CLASS 52), WATER LINES SHALL BE INSTALLED ABOVE SANITARY LINES.
14.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.
15.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.
16.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE
FINAL CONNECTION OF SERVICE.
17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
18.CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 -- 4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS.
CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER.
19.CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED
BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS.
20.GAS, ELECTRICAL AND COMMUNICATIONS UTILITIES SHOWN FOR COORDINATION ONLY. INSTALLATION TO BE ACCOMPLISHED BY UTILITY PROVIDER.
1.WATER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE WATER UTILITY WITH JURISDICTION OVER THE SYSTEM TO BE CONSTRUCTED. WHERE CONFLICT EXISTS BETWEEN THE
UTILITY STANDARDS AND THE NOTES BELOW, THE UTILITY STANDARD SHALL TAKE PRECEDENCE.
2.ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY
REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET.
3.WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON DUCTILE IRON PIPE.
4.AN 18--INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE.
5.CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND I--INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1--1/4"--2" DIAMETER IN ANY PUBLIC MAIN.
6.ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS.
7.A DEPTH OF 36" FR0M FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. UNLESS OTHERWISE APPROVED BY THE UTILITY
PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION
8.ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION.
9.ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE
APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION.
10.ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO
BACKFILLING.
11.BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS.
12.EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY
PROVIDER, CONTRACTOR TO CONFIRM.
13.WHERE WATER METERS ARE REMOVED, ABANDON CONNECTING SERVICE LINES AS REQUIRED BY UTILITY PROVIDER.
14.WHERE WATER METER ARE INSTALLED, CONNECT TO WATER MAIN AND CUSTOMER SERVICE LINE AS REQUIRED BY THE UTILITY PROVIDER.
SANITARY SEWER NOTES
WATER NOTES
C:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.00PLOTTED: Nov 16, 2021-05:22:53pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
UTILITY
GENERAL NOTES
1UT.00
JACOBS
JACOBS
JACOBS
263
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL 10+0011+0010+00
11+00 12+00 13+00 14+00
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 2ND STvC:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.01PLOTTED: Nov 16, 2021-05:23:19pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)RENTON SEGMENT
UTILITY PLAN
2ND 11+00 TO LOG 14+50
1UT.01
XXXX
XXXX
XXXX
ROW
ROW
28 50
2750
50
264
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
11+0012+0013+0014+0015+0016+00
10+00
11+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
C
vv
C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.01.dwg | Layout: 1UT.02PLOTTED: Nov 05, 2021-07:38:56pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
S 2ND ST
MORRIS AVE S(2ND-LINE)(MOR-LINE)RENTON SEGMENT
UTILITY PLAN
2ND 16+00 TO 2ND 11+00
1UT.02
XXXX
XXXX
XXXX
50
28
7
50
50
28 50
ROW
ROW
29 50
50
265
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
16+0017+0018+0019+0020+00
21+00
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S 2ND STCv
C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.01.dwg | Layout: 1UT.03PLOTTED: Nov 05, 2021-07:39:27pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'SHATTUCKAVE SWHITWORTHAVE SFIRE HYDRANT
S 2ND ST
(2ND-LINE)
RENTON SEGMENT
UTILITY PLAN
2ND 21+00 TO 2ND 16+00
1UT.03
XXXX
XXXX
XXXX
50
27
50
50
28
50
50
50
50
7
50
2850
ROW
ROW
7
50
FIRE HYDRANT
27 50
266
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL 13+0014+0015+0012+00 13+00 14+00 15+00
15+56SSSS
SSSSSSSSSSSSSSC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.01.dwg | Layout: 1UT.04PLOTTED: Nov 05, 2021-07:39:58pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'S 3RD STMORRIS AVE S
(MOR-LINE)(3RD-LINE)RENTON SEGMENT
UTILITY PLAN
MOR 11+30 TO MOR 15+56
1UT.04
XXXX
XXXX
XXXX
ROW
ROW
267
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
18+29 17+0018+0010+00
11+00 12+00 13+00
14+00
SSSSLAK
E
A
V
E
S
S GRADY WAY
C
vvC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.01.dwg | Layout: 1UT.05PLOTTED: Nov 05, 2021-07:40:21pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE)
RENTON SEGMENT
UTILITY PLAN
GRA 10+00 TO GRA 14+00
1UT.05
XXXX
XXXX
XXXX
24
24
25
27
28
28
27 TO BE RELOCATED BY OTHERS
TO BE RELOCATED BY OTHERS
1
50
ROW
ROW
2750
268
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
14+00 15+00 16+00
17+00
18+00
19+00SHATTUCK AVE SC
v
vvvC:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.06PLOTTED: Nov 16, 2021-05:23:41pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
S GRADY WAY
SHATTUCK AVE S(GRA-LINE)
RENTON SEGMENT
UTILITY PLAN
GRA 14+00 TO GRA 19+00
1UT.06
XXXX
XXXX
XXXX
28 TO BE RELOCATED BY OTHERS
17
1
5
20 28 TO BE RELOCATED BY OTHERS
27 TO BE RELOCATED BY OTHERS
40
28 TO BE RELOCATED
BY OTHERS
50
25 TO BE RELOCATED BY OTHERS
28
27 50
50
ROW
ROW
29 50
SEE PROFILE A ON
SHEET UP0150
269
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
19+00
20+00 21+00 22+00 23+00
24+00
S GRADY WAY S GRADY WAY
C
F
F
C:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.07PLOTTED: Nov 16, 2021-05:24:09pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
S GRADY WAY
(GRA-LINE)
RENTON SEGMENT
UTILITY PLAN
GRA 19+00 TO GRA 24+00
1UT.07
XXXX
XXXX
XXXX
28 TO BE RELOCATED BY OTHERS
273
5
1
29
50
51
28 TO BE RELOCATED BY OTHERS
6
7
7
20
28
28 TO BE RELOCATED BY OTHERS
27 TO BE RELOCATED BY OTHERS
50ROW
ROW
29 TO BE RELOCATED BY OTHERS
27
SEE PROFILE B ON
SHEET UP01
50
50
FIRE HYDRANT
502750
50
270
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00
SSCvvvvvv
C:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.08PLOTTED: Nov 16, 2021-05:24:39pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'S GRADY WAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)RENTON SEGMENT
UTILITY PLAN
GRA 24+00 TO TAL-B 14+00
1UT.08
XXXX
XXXX
XXXX
28
50
27
50
5
1
28 TO BE RELOCATED BY OTHERS
2
1
20
20
50
7
50
29
24
28
ROW
ROW
50
50
27 50
50
27 50
2750
SEE PROFILE C ON
SHEET UP01
50
50
28
2750
28 50
27 50
28
24 27
50
271
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
14+00
15+00
16+00
17+00
18+00
S S S S S SS
TALBOT R
D
S
TALBOT RD S
C:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.09PLOTTED: Nov 16, 2021-05:25:10pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
(TAL-B-LINE)
RENTON SEGMENT
UTILITY PLAN
TAL-B 14+00 TO TAL-B 18+50
1UT.09
XXXX
XXXX
XXXX
20
27
1
3
27
29
28
ROW
ROW
50
50
5050
50
28 TO BE RELOCATED BY OTHERS
50
24 28
50
272
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
19+00 20+00 21+00 22+00 23+00
S
ROW
C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.10PLOTTED: Nov 04, 2021-01:48:50pm By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
I
-405
SB
OFF
-RAMP
(TAL-B-LINE)S RENTON VILLAGE PLRENTON SEGMENT
UTILITY PLAN
TAL-B 18+50 TO TAL-B 23+50
1UT.10
XXX
XXX
XXX
29
50
7
28
50
7
3
50
26
2824
28
TO BE RELOCATED BY OTHERS
TO BE RELOCATED BY OTHERS
3
ROW
50
50
28
27 TO BE RELOCATED BY OTHERS
27 TO BE RELOCATED BY OTHERS
50
2850
50
273
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
33+00 34+00 35+00 36+00 37+00 38+00
S 15TH STS PUGET DRC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.11PLOTTED: Nov 02, 2021-10:35:39am By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE)
RENTON SEGMENT
UTILITY PLAN
TAL-B 33+00 TO TAL-B 38+00
1UT.11
XXX
XXX
XXX
7
50
27
50
ROW
ROW2750
50
274
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
24+00 25+00 26+00 27+00 28+00
29+00
S S
SSSSSSSS 23RD STTALBOT CREST DR SC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.12PLOTTED: Nov 17, 2021-03:32:34pm By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S S 23RD
ST
(TAL-21-LINE)TALBOT CREST DR SRENTON SEGMENT
UTILITY PLAN
TAL-21 24+00 TO TAL-21 29+00
1UT.12
XXX
XXX
XXX
50
28
7
27
7
5
ROW
ROW
50
50
29 50
28 50
29 50
27 50
29 50
50
28 50
275
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
54+00 55+00 56+00 57+00 58+00
59+00SSS 32ND STC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.13PLOTTED: Nov 02, 2021-10:36:48am By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
(TAL-21-LINE)S 32ND STRENTON SEGMENT
UTILITY PLAN
TAL-21 54+00 TO TAL-21 59+00
1UT.13
XXX
XXX
XXX
50 29
5 ROW
ROW
28 50
50
276
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
71+00 72+00 73+00 74+00 75+00 76+00SD
S 37TH STS 37TH STS 38TH CTS 38TH CTC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.14PLOTTED: Nov 02, 2021-10:37:21am By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE)
RENTON SEGMENT
UTILITY PLAN
TAL-21 71+00 TO TAL-21 76+00
1UT.14
XXX
XXX
XXX
50
3
5
7
7
50
2
4
23
5
4
3
5
7
50
50
2940
2820
2
28
ROW
ROW
50
50
28 50
50
277
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
86+00 87+00 88+00 89+00 90+00 91+00SSSS
C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.15PLOTTED: Nov 02, 2021-10:37:56am By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
UTILITY PLAN
TAL-21 86+00 TO TAL-21 91+00
1UT.15
XXX
XXX
XXX
1
6
29 5050
50
27 TO BE RELOCATED BY OTHERS
50
ROW
ROW
27
50 50
28
27
50
50
2750
50
278
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
32
+
0
0
33+0
0
34+00 35+00
36+00
C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.16PLOTTED: Nov 02, 2021-10:38:32am By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
SE CARR RDMILL AVE SWELLS AVE S(CAR-LINE)
RENTON SEGMENT
UTILITY PLAN
CAR 32+00 TO CAR CAR 36+50
1UT.16
XXX
XXX
XXX
50
27
ROW
ROW
282950
279
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
43+00
44+00
45+00 46+00
47+00
C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.17PLOTTED: Nov 16, 2021-07:47:01pm By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
SE CARR RD
105TH PL SE(CAR-LINE)
RENTON SEGMENT
UTILITY PLAN
CAR 42+50 TO CAR 47+50
1UT.17
XXX
XXX
XXX
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
ROW
ROW
280
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
48+00
49+00
50+00 51+00
52+00106TH PL SEC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.18PLOTTED: Nov 16, 2021-07:48:21pm By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
UTILITY PLAN
CAR 47+50 TO CAR 52+50
1C7.18
XXX
XXX
XXX
106TH PL SESE CARR RD
(CAR-LINE)106TH PL SEROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
281
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
0+00
1+00 2+00 3+00 4+00
54+10
53+0054+00C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.19PLOTTED: Nov 16, 2021-07:49:10pm By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'SE CARR RDSE PETROVITSKY RDBENSON DR S
(SR 515)
108TH AVE SE (SR 515)
(108TH-LINE)(CAR-LINE)RENTON SEGMENT
UTILITY PLAN
CAR 52+50 TO 108TH 4+00
1UT.19
XXX
XXX
XXX
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
282
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL
4+00 5+00 6+00 7+00 8+00 9+00
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.20.dwg | Layout: 1UT.20PLOTTED: Nov 17, 2021-09:54:34am By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-BS_Renton.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
UTILITY PLAN
108TH 4+00 TO 108TH 9+00
1UT.20
XXX
XXX
XXX
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
283
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL 108TH AVE SESE 180TH ST13+00 14+00 15+00 16+00 17+00 18+00SDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.20.dwg | Layout: 1UT.21PLOTTED: Nov 17, 2021-09:55:27am By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-BS_Renton.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
UTILITY PLAN
108TH 13+00 TO 108TH 18+00
1UT.21
XXX
XXX
XXX
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
284
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG108th AVE SESE 186TH STSE 186TH STSE 184TH LN28+00 29+00 30+00 31+00 32+00 33+00
SDSDSDSD
SD
SD SDSDSDSDSDSDSDSDSDSD
SD
SD SDSDSDSDSDSDROW
C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.20.dwg | Layout: 1UT.22PLOTTED: Nov 02, 2021-10:42:07am By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-BS_Renton.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STRENTON SEGMENT
UTILITY PLAN
108TH 28+00 TO 108TH 33+00
1UT.22
XXX
XXX
XXX
50
29
50
3
2
50
28
ROW
50
50
28 50
285
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
GENERAL NOTES
LEGEND
W
EXISTING WATER METER
EXISTING WATER METER
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
GATE VALVE
FIRE HYDRANT
WATER METER
THRUST BLOCK
RECOMMENDED POTHOLE LOCATION
S
REMOVE EXISTING HYDRANT OR STAND PIPE
REMOVE EXISTING METER
ADJUST EXISTING VAULT
INSTALL WATER METER
INSTALL HYDRANT ASSEMBLY
ADJUST EXISTING METER
ADJUST EXISTING VALVE BOX
ADJUST EXISTING HANDHOLE OR MANHOLE
REMOVE EXISTING VAULT
REMOVE UTILITY POLE (BY PSE)
RELOCATE UTILITY POLE (BY PSE)
RELOCATE EXISTING VAULT
RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
RELOCATE HANDHOLE OR MANHOLE
UNDERGROUND ELECTRICAL SERVICE (BY PSE)
UNDERGROUND TELECOM SERVICE
UNDERGROUND GAS SERVICE
INSTALL 463-LA SERVICE VAULT
ADJUST GAS VALVE (BY PSE)
PROTECT EXISTING FEATURE IN PLACE
UTILITY NOTES
1
2
3
4
5
6
7
20
21
22
23
24
25
26
27
28
29
30
40
50
EXISTING GAS LINEG
MONITORING WELL SE 192ND ST108TH AVE SE (SR-515)OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHPWATER PER GISWATER PER GISOHPOHPOHP108TH AVE SE (SR-515)52+00 53+00 54+00 55+00 56+00 57+00
SD SD SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.20.dwg | Layout: 1UT.23PLOTTED: Nov 17, 2021-09:57:15am By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-BS_Renton.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENTSEE VOLUME 2
FOR CITY OF KENT
IMPROVEMENTS
RENTON SEGMENT
UTILITY PLAN
108TH 52+00 TO 108TH 57+00
1UT.23
XXX
XXX
XXX
ROW
ROW
ROW
ROW
50 7
7
50FIRE HYDRANT
3
50
27
27
50
286
10
15
20
25
30
35
10
15
20
25
30
35
0+00 0+10 0+20 0+30 0+40 0+50
EG FG
NEW FH
FIRE HYDRANT LATERAL12"x6" TEE FL6" GATE VALVE FL x MJTHRUST BLOCK
THRUST BLOCK
TAP ON EXISTING
12" ID PER COR
STD. PLAN 300.1
6" DI WITH 2-3/4"
COR-TEN STEEL
TIE RODS
10
15
20
25
30
35
10
15
20
25
30
35
0+00 0+10 0+20 0+30 0+40 0+50FIRE HYDRANT LATERAL12"x6" TEE, FL.6" GATE VALVE MJ x FLFGEG
NEW FH
THRUST BLOCK
THRUST BLOCK
TAP ON EXISTING
12" ID PER COR
STD. PLAN 300.1
GAS
POWER
6" DI WITH 2-3/4"
COR-TEN STEEL
TIE RODS
10
15
20
25
30
35
10
15
20
25
30
35
0+00 0+10 0+20 0+30 0+40 0+50
EG FG
NEW FH
6" DI WITH 2-3/4"
COR-TEN STEEL
TIE RODS
TAP ON EXISTING
12" ID PER COR
STD. PLAN 300.1
GAS
FIRE HYDRANT LATERAL12"x6" TEE FL6" GATE VALVE FL x MJTHRUST BLOCK
THRUST BLOCKTELEPHONE
SHOWN
C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UP.01.dwg | Layout: 1UP.01PLOTTED: Nov 17, 2021-03:25:29pm By ALALIQXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; X-UT_PROF_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
UTILITY PROFILES
1UP.01
287
XXX
XXX
XXX
10'20'
HORIZONTAL SCALE
0'
5'10'
VERTICAL SCALE
0'
SCALE:
S GRADY WAY
FIRE HYDRANT PROFILE
GRA STA - 16+43.56, 51.92' LT
A
1UT.06
SCALE:
S GRADY WAY
FIRE HYDRANT PROFILE
GRA STA - 20+57.08, 43.00' LT
B
1UT.07
SCALE:
S GRADY WAY
FIRE HYDRANT PROFILE
GRA STA - 24+40.93, 52.25' LT
C
1UT.08
SHOWN SHOWN
C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R1.00.dwg | Layout: 1R0.00PLOTTED: Nov 08, 2021-01:19:37pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHAN A M. D'A
C
CI
GENERAL NOTES
1.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION, DATED 2021 AND AMENDMENTS.
2.STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,
NINTH EDITION, 2020.
3.REINFORCING STEEL SHALL BE DEFORMED BARS AND SHALL CONFORM
TO THE REQUIREMENTS OF ASTM A706 (Fy=60 ksi) OR ASTM A615 (Fy=60
ksi).
4.UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER
MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY
REINFORCING STEEL SHALL BE 2".
5.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET AND INCHES.
6.ALL DIMENSIONS ARE HORIZONTAL AND VERTICAL, UNLESS OTHERWISE
SHOWN.
7.U.N.O. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
CONCRETE CLASS 4000.
8.UNDERDRAIN PIPES SHALL CONSIST OF A 6-INCH DIAMETER (MINIMUM)
PERFORATED PIPE.
9.EXISTING GROUND LINES SHOWN ARE APPROXIMATE AND SHALL BE
VERIFIED BY THE CONTRACTOR IN THE FIELD.
10.U.N.O. ALL EXPOSED FACES OF WALLS SHALL BE PAINTED AND SEALED
WITH PIGMENTED SEALER. SEE THE SPECIAL PROVISIONS FOR COLOR.
REINF. CONCRETE RETAINING WALL NOTES
1.U.NO. FRONT FACE OF CIP WALL SHALL RECEIVE A CLASS 1 FINISH
2.CIP CONCRETE FOR ADJACENT STEM WALL SECTIONS (BETWEEN VERTICAL EXPANSION
JOINTS) SHALL BE FORMED AND PLACED SEPARATELY, WITH A MIN. 12-HOUR TIME
PERIOD BETWEEN CONCRETE PLACEMENT OPERATIONS.
WALL ABBREVIATIONS
TCE -TEMPORARY CONSTRUCTION EASEMENT
ROW -RIGHT OF WAY
FG -FINISHED GROUND
EG -EXISTING GROUND
T&B -TOP AND BOTTOM
EF -EACH FACE
CONC.-CONCRETE
AP -ANGLE POINT
PC -POINT OF CURVATURE
PT -POINT OF TANGENCY
*SEE G0.01 SHEET FOR ADDITIONAL ABBREVIATIONS AND
NOTES NOT SHOWN.
MISC. STRUCTURE NOTES
1.PEDESTRIAN GUARDRAILS
1.1.PEDESTRIAN GUARDRAILS SHALL BE PLACED TO THE LIMITS SHOWN ON
THE PLANS OR AS DIRECTED BY THE ENGINEER.
1.2.PEDESTRIAN GUARDRAIL TYPE 1, FOR STEPS OR OTHER APPLICATIONS,
SHALL BE FABRICATED IN ACCORDANCE WITH THE KING COUNTY METRO
STANDARDS.
RENTON SEGMENT
RETAINING WALL GENERAL NOTES
1R0.00
288
H. D'ACCI
C. WILCOX
X. WU
C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R1.00.dwg | Layout: 1R0.01PLOTTED: Nov 08, 2021-01:20:52pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHAN A M. D'A
C
CI
RETAINING WALL KEY MAP - RENTON
NOT TO SCALE
RAINER
A
V
E
S
RAINE
R
A
V
E
S S 7TH STSHATTU
C
K
A
V
E
S
LAKE AVE SLAKE AVE S S GRADY WAYS GRADY
WAY
TALBOT RD S
TALBOT RD S
I-
4
0
5
S
B
O
F
F
R
A
M
P
I-
4
0
5
N
B
O
N
R
A
M
P
BENSON DR S
BENSON DR S
S 21ST STTAL
B
O
T
R
D
S
SMITHERS AVE S
S 4TH PLTAL
B
O
T
R
D
SS 15TH STS 23RD STRENTON SEGMENT
RETAINING WALL KEY MAP
1 OF 3
1R0.01
289
H. D'ACCI
C. WILCOX
X. WU
WALL R07R
CIP CONC WALL KC METRO TYPE COMBINED
SEE SHEET 1R1.07
C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R1.00.dwg | Layout: 1R0.02PLOTTED: Nov 08, 2021-01:21:39pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHAN A M. D'A
C
CI
RETAINING WALL KEY MAP - RENTON (CON'T)
NOT TO SCALE
S 26TH
S
T
TALBOT RD S
S 27TH PL
TALBOT RD SS 32ND STS 36TH STS 37TH STS 37TH STS 38TH CTS 177TH STTALB
O
T
R
D
S
S
C
A
R
R
R
D
98TH AV
E
S
SMITHERS AVE SSE CARR RDTALBOT CREST DR S
RENTON SEGMENT
RETAINING WALL KEY MAP
2 OF 3
1R0.02
290
H. D'ACCI
C. WILCOX
X. WU
WALL R02R
CIP CONC WALL KC METRO TYPE COUNTERFORT
SEE SHEET 1R1.02
WALL R01L
CIP CONC WALL KC METRO TYPE COMBINED
SEE SHEET 1R1.01
WALL R04R
CIP CONC WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH
SEE SHEET 1R1.04
WALL R03L
CIP CONC WALL KC METRO TYPE COMBINED
SEE SHEET 1R1.03
C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R1.00.dwg | Layout: 1R0.03PLOTTED: Nov 08, 2021-01:22:38pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHAN A M. D'A
C
CI
MILL AVE SSE CARR
RD
106TH
P
L
S
E SE PETROVISTKY RD WELLS AVE S
105TH PL SE
BENSON
D
R
S
108TH AVE SE
SE 180TH STSE 181ST STSE 182ND STSE 186TH STSE 187TH PLSE 190TH STSE 192ND STCITY OF
KENT
CITY OF
RENTON
RENTON SEGMENT
RETAINING WALL KEY MAP
3 OF 3
1R0.03
291
H. D'ACCI
C. WILCOX
X. WU
RETAINING WALL KEY MAP - RENTON (CON'T)
NOT TO SCALE
WALL R05L
CIP CONC WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH
SEE SHEET 1R1.05
WALL R06R
CIP CONC WALL KC METRO TYPE COMBINED
SEE SHEET 1R1.06
95
100
105
95
100
105
-0+10 0+00 0+20 0+40
TAL-21 56+27.18
ELEV 99.4TAL-21 56+27.18ELEV 100.6BEGIN WALL R01LTAL-21 56+41.17ELEV 100.8END WALL R01LBOTTOM OF
WALL
EXISTING GROUND
AT BACK OF WALL
TAL-21 56+41.17
ELEV 99.6
TOP OF WALL
TOP OF
SIDEWALKTAL-21 56+27.14ELEV 102.3TAL-21 56+41.14ELEV 102.0APAPTAL-21 56+41.14
ELEV 99.5
TAL-21 56+27.14
ELEV 99.4
S25°42'09"E
355.67'
GENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT
PLANS FOR ROADWAY ALIGNMENT INFORMATION.
LEGEND
WALL UNDERDRAIN
EXISTING GROUND
PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER
RETAINING WALL
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
UD
C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.01PLOTTED: Nov 15, 2021-12:02:04pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHANA M. D'A
C
CI
5'10'
HORIZONTAL SCALE
0'
2.5'5'
VERTICAL SCALE
0'
WALL R01L - PLAN - CIP CONC WALL KC METRO TYPE COMBINED
WALL R01L - DEVELOPED ELEVATION - CIP CONC WALL KC
METRO TYPE COMBINED
S TALBOT RD
(TAL-21-LINE)
WALL R01L
LAYOUT LINE
BEGIN WALL
WALL R01L 0+00.00 =
TAL-21 56+27.18
RT 24.82'
RENTON SEGMENT
RETAINING WALL PLAN AND ELEVATION
WALL R01L
1R1.01
292
H. D'ACCI
H. D'ACCI
X. WU
CALL 811 BEFORE YOU DIG A1R2.01AP
WALL R01L 0+06.04 =
TAL-21 56+27.14
RT 30.87'AP
WALL R01L 0+20.03 =
TAL-21 56+41.14
RT 30.94'
END WALL
WALL R01L 0+26.07 =
TAL-21 56+41.17
RT 24.91'
90
95
100
105
90
95
100
105
-0+10 0+00 0+20 0+40 0+60 0+80
TAL-21 56+85.02
ELEV 97.2 TAL-21 56+85.02ELEV 100.0BEGIN WALL R02RBOTTOM OF
WALL
EXISTING GROUND
AT FRONT OF WALLTAL-21 56+85.10ELEV 100.0APTAL-21 56+90.70ELEV 100.1APTAL-21 56+98.79ELEV 100.8APTAL-21 57+21.39ELEV 101.0APTAL-21 57+37.39ELEV 100.7APTAL-21 57+11.17ELEV 100.9APTAL-21 57+25.39ELEV 101.1TAL-21 57+31.39ELEV 100.7TOP OF WALL &
TOP OF SIDEWALK TAL-21 57+37.25ELEV 101.1END WALL R02RTAL-21 57+37.25
ELEV 98.2
TAL-21 57+37.31
ELEV 96.2
TAL-21 57+29.40
ELEV 93.3TAL-21 56+91.78
ELEV 93.0
PEDESTRIAN
GUARDRAIL TYPE 1
TAL-21 56+85.10
ELEV 95.5
TAL-21 56+90.70
ELEV 93.5
TAL-21 56+98.79
ELEV 93.1
TAL-21 57+11.17
ELEV 93.2
TAL-21 57+21.39
ELEV 93.2
TAL-21 57+37.39
ELEV 95.1
57+00 GENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT
PLANS FOR ROADWAY ALIGNMENT INFORMATION.
LEGEND
WALL UNDERDRAIN
EXISTING GROUND
PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER
RETAINING WALL
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
INDICATES DESIGN WALL HEIGHT "H" FOR SELECTING
UD
C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.02PLOTTED: Nov 15, 2021-12:02:58pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHANA M. D'A
C
CI
WALL R02R - PLAN - CIP CONC WALL KC METRO TYPE
COUNTERFORT
WALL R02R - DEVELOPED ELEVATION - CIP CONC WALL KC
METRO TYPE COUNTERFORT
5'10'
HORIZONTAL SCALE
0'
2.5'5'
VERTICAL SCALE
0'
S TALBOT RD
(TAL-21-LINE)
WALL R02R
LAYOUT LINE
BEGIN WALL
WALL R02R 0+00.00 =
TAL-21 56+85.02
RT 16.72'
TCE
RENTON SEGMENT
RETAINING WALL PLAN AND ELEVATION
WALL R02R
1R1.02
293
H. D'ACCI
H. D'ACCI
X. WU
CALL 811 BEFORE YOU DIG B1R2.01AP
WALL R02R 0+04.87 =
TAL-21 56+85.10
RT 21.59'
AP
WALL R02R 0+10.48 =
TAL-21 56+90.70
RT 21.50'
AP
WALL R02R 0+20.20 =
TAL-21 56+98.79
RT 26.89'
AP
WALL R02R 0+32.57 =
TAL-21 57+11.17
RT 26.71'
AP
WALL R02R 0+43.02 =
TAL-21 57+21.39
RT 24.56'
AP
WALL R02R 0+59.02 =
TAL-21 57+37.39
RT 24.32'
END WALL
WALL R02R 0+67.72 =
TAL-21 57+37.26
RT 15.62'
EXISTING
ROW
105
110
115
105
110
115
-0+10 0+00 0+20 0+40 0+60 0+80
TAL-21 88+12.28
ELEV 107.6TAL-21 88+12.28ELEV 105.85BEGIN WALL R03LTAL-21 88+75.28ELEV 109.4END WALL R03LBOTTOM OF
WALL
EXISTING GROUND
AT BACK OF WALL
TAL-21 88+75.28
ELEV 108.1
TOP OF WALL
TOP OF SIDEWALKTAL-21 88+12.28ELEV 110.8APTAL-21 88+75.28ELEV 110.6APTAL-21 88+17.08ELEV 111.0TAL-21 88+53.24ELEV 111.0TAL-21 88+75.28
ELEV 108.2
TAL-21 88+12.28
ELEV 107.7
88+00 S21°30'33"W
617.72'SDGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT
PLANS FOR ROADWAY ALIGNMENT INFORMATION.
LEGEND
WALL UNDERDRAIN
EXISTING GROUND
PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER
RETAINING WALL
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
UD
C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.03PLOTTED: Nov 15, 2021-12:03:54pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHANA M. D'A
C
CI
WALL R03L - PLAN - CIP CONC WALL KC METRO
TYPE COMBINED
WALL R03L - DEVELOPED ELEVATION - CIP CONC WALL KC
METRO TYPE COMBINED
5'10'
HORIZONTAL SCALE
0'
2.5'5'
VERTICAL SCALE
0'
S TALBOT RD
(TAL-21-LINE)
WALL R03L
LAYOUT LINE
BEGIN WALL
WALL R03L 0+00.00 =
TAL-21 88+12.28
LT 27.42'
RENTON SEGMENT
RETAINING WALL PLAN AND ELEVATION
WALL R03L
1R1.03
294
H. D'ACCI
H. D'ACCI
X. WU
CALL 811 BEFORE YOU DIG C1R2.01AP
WALL R03L 0+06.00 =
TAL-21 88+12.28
LT 33.42'
END WALL
WALL R03L 0+75.00 =
TAL-21 88+75.28
LT 27.42'
AP
WALL R03L 0+69.00 =
TAL-21 88+75.28
LT 33.42'
TCE
PROPOSED
ROW
100
105
110
115
100
105
110
115
-0+10 0+00 0+20 0+40 0+60 0+80 0+90
TAL-21 88+27.24
ELEV 106.5TAL-21 88+27.24ELEV 108.5BEGIN WALL R04RTAL-21 88+96.24ELEV 109.3END WALL R04RTAL-21 88+96.24
ELEV 107.0TAL-21 88+27.24ELEV 108.6APTAL-21 88+40.24ELEV 108.9TAL-21 88+96.25ELEV 109.3APTAL-21 88+34.25ELEV 108.7TAL-21 88+91.67
ELEV 104.4TAL-21 88+33.69
ELEV 103.4
TAL-21 88+27.24
ELEV 105.0 TAL-21 88+96.25
ELEV 105.5
BOTTOM OF
WALL
EXISTING GROUND
AT FRONT OF WALL
TOP OF WALL &
TOP OF SIDEWALK
PEDESTRIAN
GUARDRAIL TYPE 1
89+00S21°30'33"W
617.72'SDGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT
PLANS FOR ROADWAY ALIGNMENT INFORMATION.
LEGEND
WALL UNDERDRAIN
EXISTING GROUND
PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER
RETAINING WALL
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
INDICATES DESIGN WALL HEIGHT "H" FOR SELECTING
UD
C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.04PLOTTED: Nov 15, 2021-12:04:48pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHANA M. D'A
C
CI
WALL R04R - PLAN - CIP WALL KC METRO TYPE
COMBINED OVER 2'-0" HIGH
WALL R04R - DEVELOPED ELEVATION - CIP CONC WALL KC
METRO TYPE COMBINED OVER 2'-0" HIGH
5'10'
HORIZONTAL SCALE
0'
2.5'5'
VERTICAL SCALE
0'
S TALBOT RD
(TAL-21-LINE)
WALL R04R
LAYOUT LINE
BEGIN WALL
WALL R04R 0+00.00 =
TAL-21 88+27.24
RT 27.52'
RENTON SEGMENT
RETAINING WALL PLAN AND ELEVATION
WALL R04R
1R1.04
295
H. D'ACCI
H. D'ACCI
X. WU
CALL 811 BEFORE YOU DIG D1R2.01AP
WALL R04R 0+06.11 =
TAL-21 88+27.25
RT 33.63'
AP
WALL R04R 0+75.11 =
TAL-21 88+96.25
RT 33.49'
END WALL
WALL R04R 0+81.06 =
TAL-21 88+96.24
RT 27.54'
EXISTING ROW
250
255
260
250
255
260
-0+10 0+00 0+20 0+30
CAR 33+35.18
ELEV 251.4CAR 33+35.18ELEV 253.9BEGIN WALL R05LCAR 33+50.08ELEV 255.3END WALL R05LCAR 33+50.08
ELEV 253.3CAR 33+36.18ELEV 254.0CAR 33+49.08ELEV 255.3CAR 33+44.85
ELEV 250.0CAR 33+35.18ELEV 254.0APCAR 33+50.08ELEV 255.3APBOTTOM OF
WALL
EXISTING GROUND
AT FRONT OF WALL
TOP OF WALL &
TOP OF SIDEWALK
PEDESTRIAN
GUARDRAIL TYPE 1
CAR 33+50.08
ELEV 251.7CAR 33+35.18
ELEV 251.0
GENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT
PLANS FOR ROADWAY ALIGNMENT INFORMATION.
LEGEND
WALL UNDERDRAIN
EXISTING GROUND
PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER
RETAINING WALL
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
UD
C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.05PLOTTED: Nov 15, 2021-12:05:42pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHANA M. D'A
C
CI
WALL R05L - PLAN - CIP CONC WALL KC
METRO TYPE COMBINED OVER 2'-0" HIGH
WALL R05L - DEVELOPED ELEVATION - CIP
CONC WALL KC METRO TYPE COMBINED
OVER 2'-0" HIGH
5'10'
HORIZONTAL SCALE
0'
2.5'5'
VERTICAL SCALE
0'
S CARR RD
(CAR-LINE)
WALL R05L
LAYOUT LINE
BEGIN WALL
WALL R05L 0+00.00 =
CAR 33+35.25
LT 29.04'
RENTON SEGMENT
RETAINING WALL PLAN AND ELEVATION
WALL R05L
1R1.05
296
H. D'ACCI
H. D'ACCI
X. WU
CALL 811 BEFORE YOU DIG D1R2.01AP
WALL R05L 0+04.67 =
CAR 33+35.18
LT 33.71'
END WALL
WALL R05L 0+23.36 =
CAR 33+50.01
LT 29.02'
AP
WALL R05L 0+18.69 =
CAR 33+50.08
LT 33.69'
460
465
470
460
465
470
-0+10 0+00 0+20 0+40 0+60 0+70
108TH 31+14.85
ELEV 463.6108TH 31+14.85ELEV 465.7BEGIN WALL R06R108TH 31+70.44ELEV 468.1PT / END WALL R06RBOTTOM OF
WALL
EXISTING GROUND
AT BACK OF WALL
108TH 31+70.44
ELEV 465.7
TOP OF WALL
TOP OF SIDEWALK & SHELTER FOOTING108TH 31+14.85ELEV 456.7108TH 31+56.70ELEV 468.0APPC108TH 31+61.05
ELEV 465.1
108TH 31+15.95
ELEV 463.7108TH 31+21.00ELEV 467.8SDGENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT
PLANS FOR ROADWAY ALIGNMENT INFORMATION.
LEGEND
WALL UNDERDRAIN
EXISTING GROUND
PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER
RETAINING WALL
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
UD
C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.06PLOTTED: Nov 15, 2021-12:06:47pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHANA M. D'A
C
CI
WALL R06R - PLAN - CIP CONC WALL KC METRO TYPE COMBINED
WALL R06R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED
5'10'
HORIZONTAL SCALE
0'
2.5'5'
VERTICAL SCALE
0'
108TH AVE SE
(108TH-LINE)
WALL R06R
LAYOUT LINE
BEGIN WALL
WALL R06R 0+00.00 =
108TH 31+14.85
RT 35.04'
TCE
RENTON SEGMENT
RETAINING WALL PLAN AND ELEVATION
WALL R06R
1R1.06
297
H. D'ACCI
H. D'ACCI
X. WU
CALL 811 BEFORE YOU DIG A1R2.01EXISTING
ROW
AP
WALL R06R 0+06.00 =
108TH 31+14.85
RT 41.04'
PC
WALL R06R 0+47.85 =
108TH 31+56.70
RT 41.04'
PT / END WALL
WALL R06R 0+62.00 =
108TH 31+70.44
RT 43.94'
R34.00'PROPOSED
ROW
25
30
35
40
25
30
35
40
-0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80
TAL-21 56+27.18
ELEV 29.0 GRA 22+77.93ELEV 33.4BEGIN WALL R07RTAL-B 11+71.24ELEV 33.5END WALL R01LBOTTOM OF
WALL
EXISTING GROUND
AT BACK OF WALL
TAL-B 11+71.24
ELEV 30.2
TOP OF WALL
TOP OF SIDEWALK & SHELTER FOOTING
GRA 24+24.40
TAL-B 10+76.20
ELEV 28.5 GRA 24+37.02TAL-B 10+85.98ELEV 35.4GRA 22+96.18ELEV 33.6APGRA 23+69.52ELEV 34.5APGRA 23+79.36TAL-B 10+61.94ELEV 34.6PCGRA 24+66.46TAL-B 11+52.73ELEV 34.9PTGRA 22+96.18
ELEV 29.0
GRA 23+69.52
ELEV 29.0
GRA 23+79.36
TAL-B 10+61.94
ELEV 29.0
GRA 24+66.46
TAL-B 11+52.73
ELEV 29.0TAL-B 11+58.35ELEV 34.923+0
0
GENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT
PLANS FOR ROADWAY ALIGNMENT INFORMATION.
LEGEND
WALL UNDERDRAIN
EXISTING GROUND
PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER
RETAINING WALL
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
UD
C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.07PLOTTED: Nov 15, 2021-12:07:44pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHANA M. D'A
C
CI
WALL R07R - PLAN-CIP CONC WALL KC
METRO TYPE COMBINED
WALL R07R - DEVELOPED ELEVATION-CIP
CONC WALL KC METRO TYPE COMBINED
10'20'
HORIZONTAL SCALE
0'
5'10'
VERTICAL SCALE
0'
S GR
A
D
Y
W
A
Y
(GRA-
LI
N
E)
TCE
RENTON SEGMENT
RETAINING WALL PLAN AND ELEVATION
WALL R07R
1R1.07
298
H. D'ACCI
H. D'ACCI
X. WU
CALL 811 BEFORE YOU DIG A1R2.01S TA
LBOT
RD
PROPOSED
ROW
BEGIN WALL
WALL R07R 0+00.00 =
GRA 22+77.93, RT 55.49'
AP
WALL R07R 0+19.65 =
GRA 22+96.18, RT 62.00
AP
WALL R07R 0+94.17 =
GRA 23+69.52, RT 62.00'
AP / PC
WALL R07R 1+04.62 =
GRA 23+79.36, RT 65.00'
R90.50'
WALL R07LR
LAYOUT LINE
PT / ANGLE POINT
WALL R07R 2+43.68 =
GRA 24+66.46, RT 153.29
END WALL
WALL R07R 2+63.53 =
GRA 24+73.59
RT 171.70 RT
C1R2.01
TO WALL 3" ABOVE
FIN GRADE
3/4" CHAMFER FOR ALL
EXPOSED EDGES
2%
RESTORE SURFACE
TO ORIG OR BETTER
CONDITION
UNDISTURBED SOIL OR
COMPACTED NATIVE
SOIL OR STRUCT FILL IF
NEEDED
4" - 6" QUARRY SPALLS
1" MINUS WASHED ROCK
4" SCHED 40 PERFORATED
PVC PIPE FOR WALLS
HIGHER THAN 3'-0"
FILTER FABRIC & DRAIN
PIPE FOR WALLS HIGHER
THAN 3'-0"6"MIN(2) #5
UNDISTURBED SOIL
(5) #5
#4 @ 12" W/ 3" COVER 6"2'-6"1'-3"4'-0" MAX6"TYP1'-6"VARIES
1'-0"6"
#4 @ 12" EW W/ 2" COVER, SEE
4/D106 FOR REBARS AT ALL
CORNERS
REINF BARS CONT BTWN
WALL OR CURB & FTG OR
SIDEWALK, DOWELLING WALL
OR CURB TO FTG SHALL NOT
BE ACCEPTABLE
SEE NOTE
SIDEWALK OR SIDEWALK
EXTENSION PER CITY STD
DETAIL BEYOND THE
THICKENED EDGE SHOWN
WALL LAYOUT LINE
WALL HEIGHT, H,VARIES, SEE ELEVATION .2'-0"2%
PEDESTRIAN
GUARDRAIL TYPE 1
& SHELTER LEGSEE SITE PLAN FOR
LOCATION OF CONDUIT
2"x4" KEY
SIDEWALL
EXISTING GRADE
STRUCTURAL FILL
#4 REBAR @ 12" OC EW (TYP TO
SIDEWALLS) ALTERNATE BARS
#4 REBAR @ 12" OC EW (TYP TO
SIDEWALLS ALTERNATE BARS 2'-0" MIN / 4'-0" MAX2'-0"9"8"9"
2'-2" MIN 6"(2) #4
REBAR
OVERLAPPING
LENGTH 2'-0"
EXISTING
GROUND
(VARIES)
FILTER FABRIC
4" Ø PERFORATED PIPE, SEE PLANS
FOR DAYLIGHTING REQUIREMENTS
1" MINUS WASHED ROCK
WALL LAYOUT LINE
TOP OF WALL =
BK OF SIDEWALK
WALL HEIGHT, H,VARIES, SEE ELEVATIONHANDRAIL & SHELTER LEG
SEE SITE PLAN FOR
LOCATION OF CONDUIT
2%2'-0"REBAR OVERLAPPING
LENGTH 2'-0"
ALIGNED W/ VERT REINF
2X4 KEY
8" THICK CONC
RETAINING WALL
(2) #5 CONT @
TOP OF WALL
#5 @ 12" OC VERT
#4 @ 8" OC HORIZ
#4 @ 12" OC
DOWELS
(2) #5
2X4 KEY #5 @ 10" OC
(6) #5
4" Ø PERFORATED PIPE, SEE
PLANS FOR DAYLIGHTING
REQUIREMENTS
FILTER FABRIC
1" MINUS WASHED ROCK
STRUCTURAL FILL
4" TO 6" QUARRY SPALLS
1'-0"1'-6"4'-3"1'-3"2'-6"4'-4" MAX4" TO
BAR CL
3"CLR#4
2'-6"2'-6"@ 12" OC
WALL LAYOUT LINE
WALL HEIGHT, H,VARIES, SEE ELEVATIONTO WALL 3" ABOVE
FIN GRADE
3/4" CHAMFER FOR ALL
EXPOSED EDGES
2%
RESTORE SURFACE
TO ORIG OR BETTER
CONDITION
UNDISTURBED SOIL OR
COMPACTED NATIVE
SOIL OR STRUCT FILL IF
NEEDED
4" - 6" QUARRY SPALLS
1" MINUS WASHED ROCK
4" SCHED 40 PERFORATED
PVC PIPE FOR WALLS
HIGHER THAN 3'-0"
FILTER FABRIC & DRAIN
PIPE FOR WALLS HIGHER
THAN 3'-0"6"MIN(2) #5
UNDISTURBED SOIL
(5) #5
#4 @ 12" W/ 3" COVER 1'-0 3/4"1'-3"4'-0" MAX2'-0"1'-0"6"
#4 @ 12" EW W/ 2" COVER, SEE
4/D106 FOR REBARS AT ALL
CORNERS
REINF BARS CONT BTWN
WALL OR CURB & FTG OR
SIDEWALK, DOWELLING WALL
OR CURB TO FTG SHALL NOT
BE ACCEPTABLE
SEE NOTE
SEE SITE PLAN AND DWG
D101 TO D103 FOR SHELTER
FOOTING DETAILS.
ELECTRICAL CONDUIT
WALL LAYOUT LINE
WALL HEIGHT, H,VARIES, SEE ELEVATIONC:\pw_workdir\den003\jeg_callahgl\d0601389\1 R2.01.dwg | Layout: 1R2.01PLOTTED: Nov 10, 2021-08:09:37pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHAN A M. D'A
C
CI
RENTON SEGMENT
RETAINING WALL DETAILS
1R2.01
H. D'ACCI
D. ARRANTS
X. WU
SCALE:
CIP CONC WALL
COMBINED RETAINING WALL - SIDEWALK
SECTION
NTS
A
1R1.01,1R1.06,1R1.07 SCALE:
CIP CONC WALL
COUNTERFORT WALL WITH INTEGRATED SHELTER FOOTING
SECTION
NTS
B
1R1.02 SCALE:
CIP CONC WALL
COMBINED RETAININ WALL - 2'-0" SHELTER FOOTING
SECTION
NTS
C
1R1.03, 1R1.07
SCALE:
CIP CONC WALL
COMBINED OVER 2'-0" HIGH FILL WALL - FOOTING/FOUNDATION
SECTION
NTS
D
1R1.04,1R1.05
NOTE:
IF WALL/FTG NOT CONSTRUCTED
MONOLITHICALLY, ROUGHEN TOP
SURFACE OF SLAB UNDER WALL. CLEAN
AND COAT WITH CONC EPOXY BONDING
COMPOUND OR PRODUCE A 1" D X 4" W
CONTINUOUS KEYWAY.
299
SIDEWALK OR SIDEWALK
EXTENSION PER CITY STD
DETAIL BEYOND THICKENED
EDGE SHOWN
UNDISTURBED
SOIL
3/4" CHAMFER FOR
ALL EXPOSED
EDGES
6"6"6"MIN6"1'-3"
MIN
1'-0"
MIN
IF WALL OR CURB IS NOT
CONSTRUCTED MONOLITHICALLY,
CONSTRUCT FTG OR SIDEWALK
SLAB W/ REINF BARS FOR WALL
OR CURB IN PLACE, ROUGHEN
FTG OR SIDEWALK SURFACE &
CLEAN AND COAT W/ CONC
EPOXY PRIOR TO PLACING WALL
OR CURB, DOWELLING WALL OR
CURB TO FTG OR SIDEWALK
SHALL NOT BE ACCEPTABLE
3/4" CHAMFER FOR ALL
EXPOSED EDGES
6"SEE SITE PLANFOR SHELTERFTG DETAILS1'-0 3/4"
ELEC CONDUIT
2%
IF WALL OR CURB IS NOT
CONSTRUCTED MONOLITHICALLY,
CONSTRUCT FTG OR SIDEWALK
SLAB W/ REINF BARS FOR WALL
OR CURB IN PLACE, ROUGHEN
FTG OR SIDEWALK SURFACE &
CLEAN AND COAT W/ CONC
EPOXY PRIOR TO PLACING WALL
OR CURB, DOWELLING WALL OR
CURB TO FTG OR SIDEWALK
SHALL NOT BE ACCEPTABLE
UNDISTURBED SOIL
REINF BARS ARE CONT
BTWN WALL OR CURB & FTG
OR SIDEWALK, DOWELLING
WALL OR CURB TO THE FTG
SHALL NOT BE ACCEPTABLE 2'-0"STRUCTURAL FILL
SEE SITE PLAN FOR FOOTING DETAILS
UNDISTURBED SOIL2'-0"
USE THICKENED EDGE FOR
FOOTING DEPTH OF 2'-0" OR LESS
JOINT AND ISOLATE EDGES FROM
PAVEMENT, SIDEWALKS, OR
OTHER STRUCTURES
SIDEWALK
C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R2.01.dwg | Layout: 1R2.02PLOTTED: Nov 10, 2021-07:53:28pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHAN A M. D'A
C
CI
NTS
FOOTING WITH THICKENED EDGE A
-
NTS
COMBINED 6" CURB & SIDEWALK C
-NTS
COMBINED 6" CURB & FOOTING B
-
RENTON SEGMENT
RETAINING WALL DETAILS
1R2.02
H. D'ACCI
D. ARRANTS
X. WU
300
2'-6"6'-0"3'-0"6'-0"8 - #7 BARS,
EVENLY SPACED
#4 HOOPS @ 12"3" CLR2-1/2" CLR 3" CLR3'-6"4'-5 1/2"C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R2.01.dwg | Layout: 1R2.03PLOTTED: Nov 10, 2021-07:51:21pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
57217STATE O F WASHIN
G
T
ONSTRUC
TURAL E N G INEERPROF
ESSIONAL E N G INEERHAN A M. D'A
C
CI
RENTON SEGMENT
LIGHT POLE FOUNDATION DETAILS
1R2.03
H. D'ACCI
H. D'ACCI
X. WU
SCALE:
FOUNDATION DETAILS - DECORATIVE PEDESTRIAN LUMINAIRE POLE
NTS SCALE:
FOUNDATION DETAILS - DECORATIVE LUMINAIRE POLE
NTS
SEE CITY OF RENTON STANDARD PLAN 117.1A FOR DETAILS NOT SHOWN.SEE CITY OF RENTON STANDARD PLAN 117.2 FOR DETAILS NOT SHOWN.
301
GENERAL SIGNING & STRIPING NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB.
2.SEE SHEET 1C5.01 AND 1CD.01-1CD.02 FOR SIGNING AND STRIPING DETAILS.
3.SEE STATION PLANS FOR DETAILS AT METRO STATIONS.
4.SEE SIGNAL PLANS FOR SIGNING AT SIGNALIZED INTERSECTIONS AND CROSSINGS.
5.REFER TO CITY OF RENTON STD PLAN 109 FOR ADDITIONAL GENERAL PAVEMENT MARKING NOTES.
6.EXISTING SIGNS WITHIN THE PROJECT LIMITS NOT NOTED FOR REMOVAL SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE APPROVED BY
THE PROJECT REPRESENTATIVE.
7.NEW AND RELOCATED SIGN LOCATIONS TO BE VERIFIED IN THE FIELD BY PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. STATIONS ARE
APPROXIMATE TO THE CENTER OF POLE.
8.PROPOSED SIGNAGE AND CORRESPONDING DETAILS FOR SIGNS MOUNTED ON TRAFFIC SIGNAL POLES AND MAST ARMS WILL BE INCLUDED AS
PART OF THE 90% SUBMITTAL IN THE SIGNAL PLANS.
9.PROPOSED SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARD PLANS.C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.00PLOTTED: Nov 05, 2021-03:50:03pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING
GENERAL NOTES
1C8.00
302
A. VILLAR
C. WILCOX
S. FORMAN
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
P1-1,
P1-2
E1-3, E1-4
P1-3, P1-4 569600-0065 569600-0120 569600-0080 569600-0055 569600-0030724330-0000 569600-0200 10+0011+0010+00
11+00 12+00 13+00 14+00
S 2ND STRENTON TRANSIT CENTER(2ND-LINE)LOGAN AVE S
(LOG-LINE)
8
29
29
13
8
21
12
25
23
26
28
P1-5, P1-6,
P1-7 26
26
E1-1
E1-2
2ND 10+79.17, 10.29' LT
2ND 10+32.82, 10.70' LT
N = 178565.53,
E = 1300290.64
N = 178564.14,
E = 1300311.89
N = 178562.94,
E = 1300375.64
11'
5'5'
1'C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.01PLOTTED: Nov 16, 2021-01:13:58pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
2ND 11+00 TO LOG 14+50
1C8.01
303
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
569600-0030
784180-0025
172610-0000
784180-0005
000720-0060
784180-0015
000720-0060
11+0012+0013+0014+0015+0016+00
10+00
11+00S 2ND ST
MORRIS AVE S(2ND-LINE)(MOR-LINE)21
23
20
21
25
26
1212
2525
20
11
11
121
2
P2-1
R511'
2ND 11+04.09, 10.07' LT2ND 12+41.83, 22.75' LT
2ND 12+57.63, 25.42' LT
2ND 13+00.88, 32.93' LT
2ND 13+20.24, 35.02' LT
2ND 13+57.29, 36.94' LT
2ND 13+74.19, 38.99' LT
2ND 14+29.06, 36.63' LT
MOR 10+71.49, 1.97' LT
MOR 10+96.40, 2.03' LT
MOR 10+54.62, 17.56' LT
2ND 13+66.50, 47.78' LT22'5'5'10'1'5'5'5'11'
11'
12'12.5'±5'5'12.5'±2.5'2.5'2'2'5'5'18'5'1'P2-2,
P2-3 26
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.02PLOTTED: Nov 16, 2021-01:16:12pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
2ND 16+00 TO 2ND 11+00
1C8.02
304
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
784180-0085
16+0017+0018+0019+0020+00
21+00 S 2ND ST
SHATTUCKAVE SWHITWORTHAVE S(2ND-LINE)
27
1
1
12
12
1212
12
11
25
25
22
2020
24
24
26
26
26E3-1, E3-2
P3-5, P3-6
P3-1,
P3-2
P3-3, P3-4
P3-7, P3-8
2ND 16+76.08, 36.62' LT
2ND 17+45.60, 36.15' LT
2ND 17+30.37, 53.63' LT
2ND 17+22.34, 64.52' LT
2ND 17+10.39, 73.52' LT
2ND 16+98.62, 64.18' LT
2ND 16+89.89, 53.06' LT
2ND 17+10.42, 104.48' LT
2ND 19+84.33, 37.47' LT
2ND 19+94.49, 49.98' LT
2ND 20+00.07, 43.27' LT
2ND 20+38.18, 57.52' LT
2ND 20+33.09, 68.10' LT
2ND 20+25.64, 79.88' LT
2ND 20+17.39, 97.06' LT
2ND 19+95.98, 54.52' LT
2ND 20+03.57, 65.93' LT
2ND 20+08.52, 92.61' LT
2ND 20+18.48, 72.09' LT
2ND 16+96.29, 67.67' LT
22'18'
11'
15'5'5'5'5'5'5'5'5'12.5'±2.5'2.5'2.5'22'18'2.5'11'12.5'±16'12.5'±12.5'±2ND 19+94.92, 38.41' LT
2ND 20+30.61, 54.79' LT
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.03PLOTTED: Nov 16, 2021-01:18:21pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
2ND 21+00 TO 2ND 16+00
1C8.03
305
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
722950-0072
0007200188
000720-0060
21+00
22+00
23+0024+0025+0026+00
S 2ND ST
(2ND-LINE)LAKE AVE S17
29 E3A-1
2ND 20+38.18, 57.52' LT
2ND 20+33.09, 68.10' LT
2ND 20+25.64, 79.88' LT
2ND 20+17.39, 97.06' LT
2ND 23+84.72, 17.47' RT
2ND 23+29.81, 17.52' RT
2ND 20+30.61, 54.79' LT
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.03APLOTTED: Nov 16, 2021-01:20:27pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
2ND 26+00 TO 2ND 21+00
1C8.03A
306
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33784180-0195 783980-0016 783980-0035 784180-0185 784180-0183 784080-0005 784180-016513+0014+0015+0012+00 13+00 14+00 15+00
15+56 S 3RD STMORRIS AVE S
(MOR-LINE)(3RD-LINE)26 26
28
26
17 17
17
2 1
12
P4-1 P4-2
E4-3
P4-3
P4-4
MOR 12+15.97, 20.02' RT MOR 13+45.97, 20.02' RT
MOR 14+85.27, 20.03' RT
MOR 14+93.37, 1.97' LT
MOR 15+19.04, 1.97' LT
MOR 11+50.97, 20.11' RT MOR 12+80.97, 20.09' RT
MOR 14+20.26, 20.00' RT
26
28 28E4-2
P4-6
E4-1
P4-5 2626 21'21 LF
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04PLOTTED: Nov 16, 2021-01:22:37pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
MOR 11+30 TO MOR 15+56
1C8.04
307
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
784080-0010 784080-0020 784080-0030 784080-0035 784180-0140 784180-0155
784130-0005 784130-0015 784130-0020
000720-0157 784180-0115 784180-0125 15+0016+0017+0018+0019+0020+00
S 3RD ST
WHITWORTH AVE S(3RD-LINE)
29E4A-1
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04APLOTTED: Nov 16, 2021-01:24:52pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
3RD 20+00 TO 3RD 15+00
1C8.04A
308
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
000720-0165
000720-0124
000720-0199
000720-0101
182305-9063 15+0016+0017+0025+0026+0027+0028+0029+0029+66
S 3RD ST
(3RD-LINE)
17
29
RAIN
IER
AVE
S
(RA
I
-L
INE
)
E4B-1
3RD 26+47.67, 21.89' LT 3RD 25+92.67, 22.34' LT
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04BPLOTTED: Nov 16, 2021-01:27:09pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
3RD 29+66 TO 3RD 25+00
1C8.04B
309
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
182305-9118
182305-9189
182305-9169 000720-0209
22+00 23+00 24+00 25+00 26+00 27+00RAINIER AVE S
(RAI-LINE)
17
17
29
29
E4C-1
E4C-2
RAI 23+67.88, 37.30' RT
RAI 25+83.95, 47.47' LT
RAI 23+12.88, 37.64' RT
RAI 26+38.88, 45.08' LT
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04CPLOTTED: Nov 16, 2021-01:29:17pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
RAI 22+00 TO RAI 27+00
1C8.04C
310
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
182305-9258182305-9123 1
8
2
3
0
5
-
9
2
5
8
39+75
35+00
36+00
37+00 38+00 39+00 10+00
1
1
+
0
0
RAINIER AVE S
(RAI-LINE)
29E4D-1
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04DPLOTTED: Nov 16, 2021-01:31:25pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
RAI 35+00 TO 7TH 11+00
1C8.04D
311
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
S
7
T
H
S
T
(
7
T
H
-
L
I
N
E
)
182305-9133
192305-9031
11+00 12+00 13+00 14+00S 7TH ST
(7TH-LINE)
29E4E-1
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04EPLOTTED: Nov 16, 2021-01:33:38pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
7TH 11+00 TO 7TH 14+00
1C8.04E
312
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33192305-9101192305-9102 192305-9103
192305-9032
18+29 17+0
0
18+0010+00
11+00 12+00 13+00
14+00S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE)
27
26
26
5
30
5
5
6
6
11
30
5
P5-2
P5-1
E5-1
R48'
R50'
R94'
20'11'12'8'GRA 12+10.81, 28.61' LT
GRA 10+73.91, 28.82' LT
GRA 10+53.60, 77.32' LT
GRA 10+37.14, 29.66' RT
GRA 13+80.92, 28.63' RT
GRA 10+93.34, 48.11' LT
GRA 10+84.10, 41.36' LT
GRA 10+55.88, 40.63' LT
GRA 10+65.76, 36.02' LT
GRA 10+59.08, 46.01' LT
GRA 10+57.33, 28.67' LT
GRA 10+41.71, 64.67' LT
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.05PLOTTED: Nov 16, 2021-01:35:53pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
GRA 10+00 TO GRA 14+00
1C8.05
313
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
192305-9043
192305-9096
192305-9032
14+00 15+00 16+00
17+00
18+00
19+00
S GRADY WAY
SHATTUCK AVE S(GRA-LINE)
27
26
26
26
26
11
11
5
5
6
6
6
28
E6-1
P6-4
P6-1
P6-2
P6-3
E6-2
11'13'13'11'GRA 14+80.46, 28.24' RT
GRA 14+89.60, 28.48' LT
GRA 15+80.82, 28.43' LT
GRA 15+81.02, 27.50' RT
GRA 16+80.96, 28.35' LT
GRA 15+53.49, 50.12' RT
GRA 15+67.14, 42.26' RT
GRA 15+72.67, 41.78' LT
GRA 15+61.40, 52.95' LT
GRA 15+13.08, 52.31' LT
GRA 14+99.59, 39.44' LT
GRA 14+92.25, 42.46' RT
GRA 15+01.81, 52.35' RT
GRA 14+76.72, 53.36' RT
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.06PLOTTED: Nov 16, 2021-01:38:02pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
GRA 14+00 TO GRA 19+00
1C8.06
314
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
192305-9070
192305-9023
192305-9070
19+00
20+00 21+00 22+00 23+00
24+00S GRADY WAY
(GRA-LINE)
27
27
26
26
26
26
26
26
26
1817
5
6
6
17
3
5 328
27
P7-1
P7-4
E7-4
P7-6
P7-2
P7-7
P7-3
P7-5
E7-1
E7-3
E7-2
12'11'13'11'11'GRA 23+55.27, 27.50' RT
GRA 23+09.19, 51.00' RT
GRA 23+30.20, 40.23' LT GRA 23+28.13, 17.64' LT
GRA 23+36.57, 45.42' RT
GRA 24+58.76, 20.36' LT
GRA 24+67.10, 42.73' LT
GRA 24+51.32, 27.50' RT
GRA 24+19.29, 56.20' RT
GRA 24+18.13, 32.24' RT
GRA 23+86.03, 41.90' LT
GRA 23+63.71, 51.00' RT
GRA 23+62.80, 64.14' RT
GRA 22+21.80, 48.59' RT
GRA 23+13.25, 43.00' LT
GRA 24+26.24, 39.00' RT
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.07PLOTTED: Nov 16, 2021-01:40:19pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
GRA 19+00 TO GRA 24+00
1C8.07
315
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33915460-0005 915460-0010
192305-
9
0
2
3
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00
S GRADYWAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)20 LF
16 LF
5 LF
2 LF
10 LF
12 LF
17 LF
2727
26
26
26
26
26
531
9
12
11
3
6
3
8
14
10
8
8
8
14
10
8
8
8
14
10
8
8
7
3
5
5
6
18
12
11
11
12
11
5
6
3
5
9
16
16
5
18
18
28
E7-4P8-1
P8-3
P8-2
P8-5
P8-4
E8-1
E8-2
R820'
R653'
R664'
R675'
R687'11'11'11'11'12'12'11'12'11'11'
11'
TAL-B 10+58.15, 1.52' RT
TAL-B 11+58.95, 31.14' LT
TAL-B 10+58.43, 34.51' LT
TAL-B 10+44.82, 43.24' LT
TAL-B 10+34.47, 51.08' LT
TAL-B 13+15.00, 1.50' RT TAL-B 13+57.26, 9.37' LT
TAL-B 13+57.31, 20.37' LT
TAL-B 10+58.12, 24.14' RT
TAL-B 12+64.29, 25.33' RT
TAL-B 12+12.32, 36.72' RT
TAL-B 12+64.10, 37.09' RT
GRA 24+58.76, 20.36' LT
GRA 24+69.14, 22.37' RT
GRA 24+67.10, 42.73' LT
GRA 24+51.32, 27.50' RT
GRA 24+76.90, 53.00' LT
GRA 24+80.13, 62.10' LT
TAL-B 10+37.04, 36.14' RT
GRA 24+19.29, 56.20' RT
GRA 24+40.63, 39.78' RT
TAL-B 12+06.13, 47.32' RT
TAL-B 13+63.13, 49.02' LT
TAL-B 13+65.56, 57.96' LT
TAL-B 13+59.55, 23.93' LT
TAL-B 13+63.40, 15.19' LT
TAL-B 13+64.11, 3.79' LT
TAL-B 13+64.51, 4.65' RT
TAL-B 13+31.90, 35.11' LT
TAL-B 12+34.84, 5.83' RT
TAL-B 12+35.08, 4.93' LT
TAL-B 12+35.43, 15.26' LT
TAL-B 12+34.84, 25.17' LT
TAL-B 12+34.49, 37.52' LT
TAL-B 10+81.25, 6.35' RT
TAL-B 10+81.53, 4.95' LT
TAL-B 10+81.96, 15.28' LT
TAL-B 10+82.35, 26.10' LT
TAL-B 10+82.59, 38.31' LT
GRA 24+41.22, 27.52' RT
TAL-B 13+86.10, 77.32' LT
TAL-B 13+76.90, 68.24' LT
GRA 24+18.13, 32.24' RT
GRA 23+86.03, 41.90' LT
TAL-B 13+07.12, 40.81' LT
TAL-B 11+58.94, 40.59' LT TAL-B 13+55.89, 63.32' LT
12
GRA 24+64.40, 36.12' RT
GRA 24+71.30, 40.67' RT
GRA 24+45.49, 74.21' RT
GRA 24+39.06, 69.06' RT
TAL-B 10+86.87, 40.75' RT
TAL-B 10+89.18, 46.25' RT
TAL-B 11+34.10, 35.78' RT
GRA 24+26.24, 39.00' RT
GRA 24+44.13, 41.83' RT
GRA 24+41.66, 47.25' RT
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.08PLOTTED: Nov 16, 2021-01:42:29pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
GRA 24+00 TO TAL-B 14+00
1C8.08
316
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
192305-9094
202305-9007
192305
-
9
0
2
3
29
14+00
15+00
16+00
17+00
18+00
TALBOT RD S
(TAL-B-LINE)
16 LF
18 LF
15 LF
26
26
27
27
12
11 3
10
8
8
6
11
3
6
3
11
12
13
11
12
9
13
27
E9-1,
E9-2
E9-3
P9-2
P9-1
E9-5
R753'12'13'12'TAL-B 13+64.11, 3.79' LT
TAL-B 13+64.51, 4.65' RT
TAL-B 14+06.43, 49.18' LT
TAL-B 16+80.21, 29.22' LT
TAL-B 17+03.47, 42.01' LT
TAL-B 17+11.71, 51.06' LT
TAL-B 17+12.06, 70.97' LT
TAL-B 17+15.65, 86.27' LT
TAL-B 15+33.01, 52.96' RT
TAL-B 15+52.68, 63.47' RT
TAL-B 15+64.86, 76.72' RT
TAL-B 14+48.23, 15.20' LT
TAL-B 16+36.06, 29.16' RT
TAL-B 14+33.79, 30.12' LT
TAL-B 15+82.98, 51.01' LT
TAL-B 14+49.00, 50.78' LT
TAL-B 18+26.12, 43.20' RT
R352'C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.09PLOTTED: Nov 16, 2021-01:44:40pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-B 14+00 TO TAL-B 18+50
1C8.09
317
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
19+00 20+00 21+00 22+00 23+00
P10-1
TALBOT RD S
202305-9008
192305-9001 723160-059512'11'11'10'(TAL-B-LINE)
11 LF
TAL-B 20+90.17, 31.57' RT
TAL-B 21+91.18, 42.57' RT
TAL-B 22+00.88, 37.87' RT
TAL-B 22+48.07, 66.25' RT
TAL-B 21+15.27, 20.57' RT
TAL-B 21+15.35, 10.57' RT TAL-B 22+01.48, 10.17' RT
6
26
5 3
11
12
11
C:\pw_workdir\den003\ch2mhill_av059753\d0601389\1 C8.10.dwg | Layout: 1C8.10PLOTTED: Nov 16, 2021-09:50:13pm By AV059753XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
I
-405
SB
OFF
-RAMPS RENTON VILLAGE PLRENTON SEGMENT
SIGNING & STRIPING PLAN
SHA 11+00 TO LAK 11+00
1C8.10
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
318
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
24+00 25+00 26+00 27+00 28+00
E10A-1
TALBOT RD S
723160-0505 723160-0507192305-9090
723160-0507(TAL-B-LINE)
29
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.10APLOTTED: Nov 16, 2021-01:49:54pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-B 23+50 TO TAL-B 28+50
1C8.10A
319
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
33+00 34+00 35+00 36+00 37+00 38+00
E11-1
BENSON DR S (SR 515)S PUGET DRS 15TH ST722200-0250
722200-0010
722200-0245
P11-2
P11-1
(TAL-B-LINE)
TAL-B 34+47.53, 39.13' RT
TAL-B 37+04.41, 29.95' LT
TAL-B 35+02.44, 36.74' RT
TAL-B 37+59.42, 29.24' LT
28
17
17
26
26
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.11PLOTTED: Nov 16, 2021-01:52:04pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-B 33+00 TO TAL-B 38+00
1C8.11
320
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
13+0014+0015+0016+00
17+00
18+0
0
TALBOT RD S
722200-0110
722200-0070
722200-0135
722200-0137
E11A-2
E11A-1
(TAL-21-LINE)
28
28
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.11APLOTTED: Nov 16, 2021-01:54:13pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-21 18+00 TO TAL-B 13+00
1C8.11A
321
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
24+00 25+00 26+00 27+00 28+00
29+00
7229
2
8-
0
1
0
0
7222
0
0-
0
1
6
3
8557
0
0-
0
1
4
0
855700-0010 8557
0
0-
0
0
2
0
3023
0
5-
9
0
7
3
E12-2
E12-3
E12-1
P12-1
P12-2
TALBOT RD S S 23RD
ST
(TAL-21-LINE)TALBOT CREST DR STAL-21 25+98.72, 17.85' LT
TAL-21 25+59.07, 20.08' LT
TAL-21 25+32.54, 15.89' RT
TAL-21 26+53.72, 17.75' LT
TAL-21 28+29.99, 18.34' RT
TAL-21 27+76.11, 20.36' RT
TAL-21 25+71.73, 31.86' RT27
28
28
11
17
26
26
17
TAL-21 25+10.50, 3.77' LT
TAL-21 25+89.30, 2.80' LT
P12-326
P12-426
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.12PLOTTED: Nov 16, 2021-01:56:13pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-21 24+00 TO TAL-21 29+00
1C8.12
322
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
12
12
12 LF
14 LF
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
32+00 33+00 34+00 35+00 36+00
37+00
855700-0070
889900-0490
855700-0080 855700-0090 855700-0100
855700-0110
889900-0010
855700-0120
889900-0020
855700-0130
889900-0030
E12A-1
E12A-2
TALBOT RD S
(TAL-21-LINE)
28
28
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.12APLOTTED: Nov 16, 2021-01:58:19pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-21 32+00 TO TAL-21 37+00
1C8.12A
323
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
37+00
38+00
39+00
40+00
41+00
42+00
855700-0130
889900-0030
889900-0040 889900-0050
855700-0320
889921-0790
302305-9107 302305-9036
302305-9106
889921-0800
E12B-1
E12B-2
TALBOT RD S
(TAL-21-LINE)
28
28
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.12BPLOTTED: Nov 16, 2021-02:00:30pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-21 37+00 TO TAL-21 42+00
1C8.12B
324
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
54+00 55+00 56+00 57+00 58+00
59+00
302305-9029
302305-9116302305-9114
302305-9115
302305-9030
302305-9019
948575-TR
C
T
P13-1
P13-2E13-1
E13-2
TALBOT RD S
(TAL-21-LINE)S 32ND STTAL-21 56+28.20, 19.32' LT
TAL-21 56+56.01, 16.09' RT
TAL-21 56+83.20, 19.54' LT
TAL-21 57+11.00, 15.39' RT
26
26
28
28
17
17
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.13PLOTTED: Nov 16, 2021-02:02:43pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-21 54+00 TO TAL-21 59+00
1C8.13
325
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
71+00 72+00 73+00 74+00 75+00 76+00
855860-0035 855860-0040
302305-9040
302305-9044
855860-0125 855860-0130 855860-0135
302305-9109
P14-1,
P14-2
P14-3
E14-7
P14-6
P14-4,
P14-5
E14-8,
E14-9,
E14-10
P14-7
P14-8
E14-3,
E14-4,
E14-5
11'14'E14-1
E14-2
E14-6
TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE)
11 LF
11 LF
9 LF
14 LF
TAL-21 71+75.51, 15.98' LT
TAL-21 74+53.46, 19.53' RT
TAL-21 72+60.93, 20.23' LT
TAL-21 72+61.60, 29.77' LT
TAL-21 73+59.66, 25.55' RT
TAL-21 73+77.88, 11.30' LT
TAL-21 74+18.22, 10.54' LT
TAL-21 72+30.51, 15.98' LT
TAL-21 75+08.46, 19.53' RT
TAL-21 72+57.84, 30.46' LT
TAL-21 73+92.99, 30.01' RT
TAL-21 75+14.24, 32.09' RT
27
27
27
26
26
26
26
19
19
26
26
11
11
12
12
12
12
17
17
28
28
28
TAL-21 73+30.89, 11.44' RT
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.14PLOTTED: Nov 16, 2021-02:04:54pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-21 71+00 TO TAL-21 76+00
1C8.14
326
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
80+00
81+00
82+00 83+00
84+00
85+00
312305-9065
312305-9026
761680-02
9
0
885767-0110
761680-00
8
0
761680-00
7
0
761680-00
5
0
885767-01
0
0
E14A-1
TALBOT R
D
S
(TAL-21-LIN
E
)
28
E14A-2 28
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.14APLOTTED: Nov 16, 2021-02:06:57pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-21 80+00 TO TAL-21 85+00
1C8.14A
327
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
86+00 87+00 88+00 89+00 90+00 91+00
76168
0
-
0
0
3
0
76168
0
-
0
0
1
0
88576
7
-
0
0
2
0
31230
5
-
9
1
3
4
312305-9025 P15-2
P15-1,
P15-317'17'R6'
E15-1
E15-2
TALBOT RD S
(TAL-21-LINE)
TAL-21 88+13.28, 21.92' LT
TAL-21 88+28.24, 22.04' RT
TAL-21 89+21.11, 20.67' RT
TAL-21 89+15.40, 19.63' LT
TAL-21 88+74.28, 21.92' LT
TAL-21 88+95.24, 22.00' RT
TAL-21 89+24.28, 6.00' LT
TAL-21 89+24.53, 5.99' RT
TAL-21 88+94.69, 6.00' LT
TAL-21 88+94.69, 5.99' RT
TAL-21 88+74.69, 0.01' LT
26
26
19
19
17
17
11
11
7
33
33
7
28
28
12
TAL-21 89+67.09, 10.81' LT
TAL-21 88+94.89, 17.00' RT
12
P15-4 26
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.15PLOTTED: Nov 16, 2021-02:09:04pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
TAL-21 86+00 TO TAL-21 91+00
1C8.15
328
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
10 LF
11 LF
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
10+00 11+00 12+00
13+0092+0093+0093+21312305-9135
885767-0100
312305-9078
312305-9040
E15A-1
S CARR RD
(CAR-LINE)TALBOT RD S(TAL-21-LINE)29
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.15APLOTTED: Nov 16, 2021-02:11:08pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
CAR 10+00 TO CAR 13+00
1C8.15A
329
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
18+00
19+00
20+00 21+00
22+00
23+00
S C
A
R
R
7616
8
0
-
0
2
2
0
7616
8
0
-
0
2
3
0
7616
8
0
-
0
4
0
0
7616
8
0
-
0
4
1
0
7616
8
0
-
0
4
2
0
8858
2
5
-
0
0
0
0
3123
0
5
-
9
0
0
6
E15B-2
E15B-1
S CARR R
D
(CAR-LIN
E
)SMITHERS AVE S98TH AVE S29
29
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.15BPLOTTED: Nov 16, 2021-02:13:20pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
CAR 18+00 TO CAR 23+00
1C8.15B
330
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
32
+
0
0
33+0
0
34+00 35+00
36+00
3
2
2
3
0
5
-
9
0
8
1
3
2
2
3
0
5
-
9
1
5
6
3
2
2
3
0
5
-
9
0
7
9 32230
5
-
9
0
7
9
P16-2
E16-2
P16-1
E16-1
SE CARR RDMILL AVE SWELLS AVE S(CAR-LINE)
CAR 33+36.38, 22.14' LT
CAR 33+27.63, 21.76' RT
CAR 33+93.75, 22.43' LT
CAR 33+80.57, 21.85' RT
26
26
28
28
17
17
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.16PLOTTED: Nov 16, 2021-02:15:30pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
CAR 32+00 TO CAR 36+50
1C8.16
331
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
43+00
44+00
45+00 46+00
47+00
SE CARR RD
105TH PL SE322305-9299
322305-9053
322305-9237
322305-9299
322305-9040
292305-9151
(CAR-LINE)C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.17PLOTTED: Nov 16, 2021-02:17:39pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
CAR 42+50 TO CAR 47+50
1C8.17
332
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
ROU
TI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
48+00
49+00
50+00 51+00
52+00106TH PL SESE CARR RD
106TH PL SE322305-9063 29230
5
-
9
1
5
8
29230
5
-
9
1
9
8
(CAR-LINE)C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.18PLOTTED: Nov 16, 2021-02:19:49pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
CAR 47+50 TO CAR 52+50
1C8.18
333
A. VILLAR
C. WILCOX
S. FORMAN
ROU
TI
N
G
T
O
B
E
D
E
T
E
R
MI
N
E
D
20'40'
SCALE: 1" = 20'
0'
ROU
TI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
0+00
1+00 2+00 3+00 4+00
54+10
53+0054+00292305-9198 322305-9193 322305-9120
322305-9063 322305-9063322305-9120 SE CARR RDSE PETROVITSKY RDBENSON DR S
(SR 515)(CAR-LINE)C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.19PLOTTED: Nov 16, 2021-02:22:04pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
CAR 52+50 TO CAR 108TH 4+00
1C8.19
334
A. VILLAR
C. WILCOX
S. FORMAN
ROUTING TO BE DETERMINED
20'40'
SCALE: 1" = 20'
0'
ROU
TI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
4+00 5+00 6+00 7+00 8+00 9+00
108TH AVE SE (SR 515)
(108TH-LINE)
322305-9016 322305-9065
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.20.dwg | Layout: 1C8.20PLOTTED: Nov 16, 2021-02:25:33pm By KHANM1XREFS: X-LEGEND.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-BS_Kent.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
40'80'
SCALE: 1" = 40'
0'
RENTON SEGMENT
SIGNING & STRIPING PLAN
108TH 4+00 TO 108TH 9+00
1C8.20
335
A. VILLAR
C. WILCOX
S. FORMAN
ROU
TI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
13+00 14+00 15+00 16+00 17+00 18+00SE 181ST STSE 180TH ST108TH AVE SE (SR 515)
(108TH-LINE)
322305-9106
074090-0120
074050-0005 074090-0110 322305-9361 322305-9065
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.20.dwg | Layout: 1C8.21PLOTTED: Nov 16, 2021-02:27:50pm By KHANM1XREFS: X-LEGEND.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-BS_Kent.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
108TH 13+00 TO 108TH 18+00
1C8.21
336
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
ROU
TI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
18+00 19+00 20+00 21+00 22+00 23+00SE 182ND ST108TH AVE SE (SR 515)
(108TH-LINE)
322305-9020
074050-0045 074110-0010 322305-9364 322305-9194 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.20.dwg | Layout: 1C8.21APLOTTED: Nov 16, 2021-02:30:06pm By KHANM1XREFS: X-LEGEND.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-BS_Kent.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
108TH 18+00 TO 108TH 23+00
1C8.21A
337
A. VILLAR
C. WILCOX
S. FORMAN
ROU
TI
N
G
T
O
B
E
D
E
T
E
R
MI
N
E
D
20'40'
SCALE: 1" = 20'
0'
ROU
TI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
28+00 29+00 30+00 31+00 32+00 33+00108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH ST322305-9070
322305-9082
911710-0160
322305-9135
322305-9111
E22-2
P22-1,
P22-2
P22-3
E22-3
E22-1
P22-4
P22-5
108TH 29+66.11, 29.49' LT
108TH 30+64.35, 22.75' RT
108TH 30+64.35, 22.22' LT
108TH 31+09.40, 28.06' LT
108TH 31+15.85, 29.54' RT
108TH 30+19.37, 28.02' RT
108TH 31+99.25, 37.97' RT
22 LF
23 LF
108TH 30+21.11, 29.52' LT
108TH 31+70.85, 29.54' RT
108TH 30+35.37, 0.46' RT
108TH 30+55.37, 5.30' LT
108TH 30+55.37, 6.16' RT
108TH 30+73.37, 5.28' LT
108TH 30+93.38, 0.36' RT
108TH 30+73.39, 6.12' RT12'11'11'11'14'108TH 30+18.66, 36.10' RT
26
26
27 26
26
28
28
17
17
32
32
31
31
31
7
7
3333
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.20.dwg | Layout: 1C8.22PLOTTED: Nov 16, 2021-02:32:21pm By KHANM1XREFS: X-LEGEND.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-BS_Kent.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
108TH 28+00 TO 108TH 33+00
1C8.22
338
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03.
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03
WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10-03
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10-03
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02
PAINT CURB (COLOR AS NOTED)
YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET
1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01.
BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01
BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01
CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01
REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02
SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9
BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET
1CD.02
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60-04
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01
STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10-03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
LEGEND
EXISTING SIGN PROPOSED SIGN
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
52+00 53+00 54+00 55+00 56+00 57+00108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENT322305-9035
662340-0101 662340-0107
662340-0170 662340-0183
P23-1
E23-1 108TH 53+50.43, 29.43' LT
108TH 54+43.28, 27.41' LT
108TH 54+55.95, 36.95' LT
108TH 54+62.13, 49.85' LT
4 LF
108TH 54+05.43, 29.43' LT
26
28 17
31
32
SEE VOLUME 2
FOR CITY OF KENT
IMPROVEMENTS
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.20.dwg | Layout: 1C8.23PLOTTED: Nov 16, 2021-02:34:44pm By KHANM1XREFS: X-LEGEND.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-BS_Kent.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGNING & STRIPING PLAN
108TH 52+00 TO 108TH 57+00
1C8.23
339
A. VILLAR
C. WILCOX
S. FORMAN
20'40'
SCALE: 1" = 20'
0'
4D
12"
SYMBOL
5D
3D
3D
BLACK
ON
WHITE
SCALE:
ONE-WAY CROSS BIKE PAVEMENT MARKING
DETAIL
NTS
D
-
SCALE:
BAT LANE SIGN
DETAIL
NTS
B
-
SCALE:
RED BUS LANE PAVEMENT MARKINGS
DETAIL
1"=5'
A
-
SCALE:
BIKE LANE BUFFER
DETAIL
NTS
C
-C:\pw_workdir\den003\jeg_khanm1\d0601389\1 CD.01.dwg | Layout: 1CD.01PLOTTED: Nov 05, 2021-03:14:28pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
STRIPING DETAILS
1CD.01
340
A. VILLAR
M. KHAN
S. FORMAN
SCALE:
CURB MOUNTED DELINEATOR POSTS
DETAIL
NTS
E
-
SCALE:
BIKE DETECTOR PAVEMENT MARKING
DETAIL
NTS
F
-
SCALE:
REDUCED BIKE LANE BUFFER
DETAIL
NTS
G
-
SCALE:
DOTTED LINE EXTENSIONS
DETAIL
NTS
H
-
SCALE:
SPEED BUMP SYMBOL
DETAIL
NTS
J
-DIRECTION OFTRAVELSYMBOL
& LANE
℄C:\pw_workdir\den003\jeg_khanm1\d0601389\1 CD.01.dwg | Layout: 1CD.02PLOTTED: Nov 05, 2021-03:14:47pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
STRIPING DETAILS
1CD.02
341
A. VILLAR
M. KHAN
S. FORMAN
SCALE:
BICYCLE LANE LAYOUT
AT INTERSECTIONS
DETAIL
1:10
I
-
PROPOSED SIGN SCHEDULE
SIGN
NO.
P1-1
P1-2
P1-3
P1-4
P1-5
P1-6
P1-7
P2-1
P2-2
P2-3
P3-1
P3-2
P3-3
P3-4
P3-5
P3-6
P3-7
P3-8
P4-1
P4-2
P4-3
P4-4
P4-5
P4-6
P5-1
P5-2
P6-1
P6-2
P6-3
P6-4
P7-1
P7-2
P7-3
P7-4
P7-5
P7-6
P7-7
DESCRIPTION
BIKE LANE
ENDS
BIKE LANE
BEGIN
LEFT LANE MUST TURN LEFT
EXCEPT BICYCLES
DO NOT ENTER
NO PARKING ANY TIME
LEFT ONLY ARROW
EXCEPT BICYCLES
LEFT ONLY AROW
EXCEPT BICYCLES
BIKE LANE
ENDS
LEFT ONLY ARROW
EXCEPT BICYCLES
BIKE LANE
BEGIN
BUS LAYOVER SIGN
BUS LAYOVER SIGN
BUS LAYOVER SIGN
NO PARKING ANY TIME
NO PARKING ANY TIME
NO PARKING ANY TIME
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BUS STOP SIGN
BUS STOP SIGN
SIGN
CODE
R3-17
R3-17bP
R3-17
M4-1101
R3-7L
R3-7bP
R5-1
R7-1L
R3-5L
R3-7bP
R3-5L
R3-7bP
R3-17
R3-17bP
R3-5L
R3-7bP
R3-17
M4-1101
R7-107A
R7-107A
R7-107A
R7-1R
R7-1R
R7-1R
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
LOCATION*
2ND 10+59.05 24.4' LT
2ND 10+59.04 24.4' LT
2ND 10+47.31 24.5' LT
2ND 10+47.31 24.5' LT
LOG 10+25.95 42.8' LT
LOG 10+25.95 42.8' LT
LOG 10+25.95 42.8' LT
MOR 10+70.95 22.2' RT
MOR 10+68.80 15.7' LT
MOR 10+68.80 15.7' LT
2ND 20+00.48 79.6' LT
2ND 20+00.48 79.6' LT
2ND 19+75.45 52.6' LT
2ND 19+75.45 52.6' LT
2ND 16+95.51 67.7' LT
2ND 16+95.51 67.7' LT
MOR 10+57.17 584.8' RT
MOR 10+57.17 584.8' RT
MOR 12+10.97 23.0' RT
MOR 13+40.97 23.0' RT
MOR 14+81.03 23.0' RT
MOR 14+95.27 22.0' RT
MOR 12+32.75 22.5' RT
MOR 13+48.33 22.6' RT
GRA 10+82.12 48.1' RT
GRA 13+80.34 48.1' RT
GRA 15+87.76 44.9' RT
GRA 18+19.34 48.9' RT
GRA 17+88.92 43.0' LT
GRA 14+69.34 43.0' LT
GRA 19+59.50 43.0' LT
GRA 22+12.74 43.0' LT
GRA 23+13.25 43.0' LT
GRA 22+55.21 48.8' RT
GRA 20+25.47 48.9' RT
GRA 23+62.54 54.1' RT
GRA 23+31.27 43.4' LT
SIGN SIZE
X"
24"
24"
24"
24"
30"
24"
36"
12"
30"
24"
30"
24"
24"
24"
30"
24"
24"
24"
VAR
VAR
VAR
12"
12"
12"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
VAR
VAR
SIGN SIZE
Y"
18"
8"
18"
8"
30"
12"
36"
18"
36"
12"
36"
12"
18"
8"
36"
12"
18"
8"
VAR
VAR
VAR
18"
18"
18"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
VAR
VAR
REMARKS
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN BELOW P1-1.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN BELOW P1-3.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN BELOW P1-5.
MOUNT SIGN ON BACK OF P1-5.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN BELOW P2-2.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN BELOW P3-1.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN BELOW P3-1.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129 ABOVE P3-6.
MOUNT SIGN ABOVE E3-1.
MOUNT SIGN ON BACK OF P3-3.
MOUNT SIGN ON BACK OF P3-4.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN ON EXISTING METAL POLE PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN ON EXISTING LUMINAIRE PER CITY OF
RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
PROPOSED SIGN SCHEDULE
SIGN
NO.
P8-1
P8-2
P8-3
P8-4
P8-5
P9-1
P9-2
P10-1
P11-1
P11-2
P12-1
P12-2
P12-3
P12-4
P13-1
P13-2
P14-1
P14-2
P14-3
P14-4
P14-5
P14-6
P14-7
P14-8
P15-1
P15-2
P15-3
P15-4
P16-1
P16-2
P22-1
P22-2
P22-3
P22-4
P22-5
P23-1
DESCRIPTION
BAT LANE SIGN
YIELD HERE TO PEDESTRIANS
YIELD HERE TO PEDESTRIANS
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BAT LANE SIGN
BUS STOP SIGN
BUS STOP SIGN
BUS STOP SIGN
BUS STOP SIGN
STOP HERE FOR PEDESTRIANS
STOP HERE FOR PEDESTRIANS
BUS STOP SIGN
BUS STOP SIGN
PEDESTRIAN
AHEAD
STOP HERE FOR PEDESTRIANS
PEDESTRIAN
AHEAD
STOP HERE FOR PEDESTRIANS
BUS STOP SIGN
BUS STOP SIGN
BUS STOP SIGN
BUS STOP SIGN
STOP HERE FOR PEDESTRIANS
STOP HERE FOR PEDESTRIANS
BUS STOP SIGN
BUS STOP SIGN
PEDESTRIAN
STOP HERE FOR PEDESTRIANS
BUS STOP SIGN
STOP HERE FOR PEDESTRIANS
BUS STOP SIGN
BUS STOP SIGN
SIGN
CODE
SP
R1-5L
R1-5L
SP
SP
SP
SP
SP
SP
SP
SP
SP
R1-5b
R1-5b
SP
SP
W11-2
W16-9P
R1-5b
W11-2
W16-9P
R1-5b
SP
SP
SP
SP
R1-5b
R1-5b
SP
SP
W11-2
R1-5b
SP
R1-5b
SP
SP
LOCATION*
GRA 24+41.55 45.8' LT
TAL-B 10+43.83 85.0' RT
TAL-B 10+58.79 112.9' RT
TAL-B 12+61.68 57.7' RT
TAL-B 13+36.78 52.0' LT
TAL-B 16+06.71 51.7' RT
TAL-B 16+56.53 51.0' LT
TAL-B 19+11.67 51.7' RT
TAL-B 35+01.78 44.3' RT
TAL-B 37+05.45 36.4' LT
TAL-21 25+99.72 21.3' LT
TAL-21 28+29.04 21.9' RT
TAL-21 25+88.78 20.6' LT
TAL-21 25+10.93 17.1' RT
TAL-21 56+29.18 25.9' LT
TAL-21 57+10.05 18.7' RT
TAL-21 72+69.63 19.7' RT
TAL-21 72+69.63 19.7' RT
TAL-21 73+29.67 23.0' RT
TAL-21 74+87.72 23.3' LT
TAL-21 74+87.72 23.3' LT
TAL-21 74+17.95 25.0' LT
TAL-21 71+76.68 19.6' LT
TAL-21 75+07.29 23.1' RT
TAL-21 88+94.24 28.4' RT
TAL-21 88+20.44 25.5' LT
TAL-21 88+94.24 28.4' RT
TAL-21 89+67.31 28.7' LT
CAR 33+79.72 29.7' RT
CAR 33+37.35 30.1' LT
108TH 31+10.14 36.0' LT
108TH 31+10.14 36.0' LT
108TH 31+69.68 33.1' RT
108TH 30+18.66 36.1' RT
108TH 29+67.28 31.5' LT
108TH 53+51.60 33.0' LT
SIGN SIZE
X"
36"
18"
18"
36"
36"
36"
36"
36"
VAR
VAR
VAR
VAR
18"
18"
VAR
VAR
24"
24"
18"
24"
24"
18"
VAR
VAR
VAR
VAR
18"
18"
VAR
VAR
24"
18"
VAR
18"
VAR
VAR
SIGN SIZE
Y"
48"
18"
18"
48"
48"
48"
48"
48"
VAR
VAR
VAR
VAR
18"
18"
VAR
VAR
24"
10"
18"
24"
10"
18"
VAR
VAR
VAR
VAR
18"
18"
VAR
VAR
24"
18"
VAR
18"
VAR
VAR
REMARKS
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON
SINGLE METAL POST PER CITY OF RENTON STD PLAN 129.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129. MOUNT SIGN ABOVE P14-2.
MOUNT SIGN BELOW P14-1.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129. MOUNT SIGN ABOVE P14-5.
MOUNT SIGN BELOW P14-4.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
MOUNT SIGN BELOW P15-1.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129. MOUNT SIGN ABOVE P22-2.
MOUNT SIGN BELOW P22-1.
TO BE INSTALLED BY METRO.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129. MOUNT SIGN BELOW RELOCATED
W11-2 SIGN.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.C:\pw_workdir\den003\jeg_khanm1\d0601389\1 SS.01.dwg | Layout: 1SS.01PLOTTED: Nov 05, 2021-03:41:12pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGN SCHEDULE
1SS.01
342
A. VILLAR
C. WILCOX
S. FORMAN
*STATIONS AND OFFSETS ARE CALLED OUT TO THE CENTER OF THE POST.
EXISTING SIGN SCHEDULE
SIGN
NO.TABLE SIGN
CODE LOCATION SIGN SIZE
X"
SIGN SIZE
Y"REMARKS
E1-1 BUS STOP SIGN EX LOG 11+97.04 163.0' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E1-2 BUS STOP SIGN EX LOG 12+56.86 119.9' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E1-3 SCHOOL ADVANCE SIGN EX 2ND 10+47.31 24.5' LT EX EX REMOVE EXISTING SIGN
E1-4 AHEAD EX 2ND 10+47.31 24.5' LT EX EX REMOVE EXISTING SIGN
E3-1 STOP SIGN EX 2ND 16+89.96 61.5' LT EX EX RELOCATE EXISTING SIGN
E3-2 ONE WAY (LEFT/RIGHT)EX 2ND 16+89.96 61.5' LT EX EX RELOCATE EXISTING SIGN
E3A-1 BUS STOP SIGN EX 2ND 23+84.76 19.8' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4-1 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 12+32.75 22.6' RT EX EX REMOVE EXISTING SIGN
E4-2 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 13+48.33 22.6' RT EX EX REMOVE EXISTING SIGN
E4-3 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 14.81.02 22.5' RT EX EX REMOVE EXISTING SIGN
E4A-1 BUS STOP SIGN EX 3RD 18+70.30 23.2' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4B-1 BUS STOP SIGN EX 3RD 25+99.22 24.2' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4C-1 BUS STOP SIGN EX RAI 23+65.17 40.3' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4C-2 BUS STOP SIGN EX RAI 25+86.87 50.4' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4D-1 BUS STOP SIGN EX RAI 35+85.18 26.9' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4E-1 BUS STOP SIGN EX 7TH 12+74.64 40.9' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E5-1 PEDESTRIAN DIRECTIONAL SIGN EX GRA 10+93.34 48.1' LT EX EX RELOCATE EXISTING SIGN
E6-1 YIELD SIGN EX GRA 14+63.32 49.4' RT EX EX RELOCATE EXISTING SIGN
E6-2 NO TRUCKS EX GRA 15+68.31 78.0' LT EX EX REMOVE EXISTING SIGN
E7-1 BUS STOP SIGN EX GRA 23+28.03 32.6' LT EX EX REMOVE EXISTING SIGN
E7-2 SPEED LIMIT SIGN (35 MPH)EX GRA 23+51.32 42.8' LT EX EX RELOCATE EXISTING SIGN
E7-3 RIGHT LANE MUST TURN RIGHT EX GRA 23+50.57 42.5' RT EX EX RELOCATE EXISTING SIGN
E7-4 PRIVATE NO PARKING SIGN EX GRA 23+50.60 56.9' RT EX EX RELOCATE EXISTING SIGN
E8-1 YIELD SIGN EX GRA 24+49.76 55.4' RT EX EX REMOVE EXISTING SIGN
E8-2 STOP SIGN EX TAL-B 13+59.22 65.9' LT EX EX RELOCATE EXISTING SIGN
E9-3 INTERSECTION LANE CONTROL EX TAL-B 15+82.73 40.0' LT EX EX RELOCATE EXISTING SIGN
E9-5 BUS STOP SIGN EX TAL-B 18+20.77 36.4' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E10A-1 BUS STOP SIGN EX TAL-B 25+73.85 37.3' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E11-1 BUS STOP SIGN EX TAL-B 35+01.46 44.5' RT EX EX REMOVE EXISTING SIGN
E11A-1 BUS STOP SIGN EX TAL-21 15+42.94 21.9' LT EX EX REMOVE EXISTING SIGN
E11A-2 BUS STOP SIGN EX TAL-21 15+80.10 22.5' RT EX EX REMOVE EXISTING SIGN
E12-1 STOP SIGN EX TAL-21 25+63.33 31.8' RT EX EX RELOCATE EXISTING SIGN
E12-2 BUS STOP SIGN (OLD TYPE)EX TAL-21 26+05.52 24.9' LT EX EX REMOVE EXISTING SIGN
EXISTING SIGN SCHEDULE
SIGN
NO.DESCRIPTION SIGN
CODE LOCATION SIGN SIZE
X"
SIGN SIZE
Y"REMARKS
E12-3 BUS STOP SIGN EX TAL-21 26+47.38 23.1' RT EX EX REMOVE EXISTING SIGN
E12A-1 BUS STOP SIGN EX TAL-21 33+22.67 25.3' LT EX EX REMOVE EXISTING SIGN
E12A-2 BUS STOP SIGN EX TAL-21 35+53.45 23.0' RT EX EX REMOVE EXISTING SIGN
E12B-1 BUS STOP SIGN EX TAL-21 38+83.48 23.5' LT EX EX REMOVE EXISTING SIGN
E12B-2 BUS STOP SIGN EX TAL-21 40+97.73 20.8' RT EX EX REMOVE EXISTING SIGN
E13-1 BUS STOP SIGN EX TAL-21 56+11.97 22.5' RT EX EX REMOVE EXISTING SIGN
E13-2 BUS STOP SIGN EX TAL-21 56+13.00 24.2' LT EX EX REMOVE EXISTING SIGN
E14-1 BUS STOP SIGN EX TAL-21 72+09.06 20.8' RT EX EX REMOVE EXISTING SIGN
E14-2 BUS STOP SIGN EX TAL-21 72+40.73 22.6' LT EX EX REMOVE EXISTING SIGN
E14-3 STOP SIGN EX TAL-21 72+53.16 22.4' LT EX EX RELOCATE EXISTING SIGN
E14-4 CROSSROAD NAME SIGN (S 37TH ST)EX TAL-21 72+53.16 22.4' LT EX EX RELOCATE EXISTING SIGN
E14-5 CROSSROAD NAME SIGN (TALBOT RD S)EX TAL-21 72+53.16 22.4' LT EX EX RELOCATE EXISTING SIGN
E14-6 STOP SIGN EX TAL-21 73+72.00 28.7' RT EX EX REMOVE EXISTING SIGN
E14-7 NO PARKING ANY TIME EX TAL-21 73+87.78 28.6' RT EX EX RELOCATE EXISTING SIGN
E14-8 NO PARKING ANY TIME EX TAL-21 75+33.27 31.5' RT EX EX RELOCATE EXISTING SIGN
E14-9 CROSSROAD NAME SIGN (S 38TH CT)EX TAL-21 75+33.27 31.5' RT EX EX RELOCATE EXISTING SIGN
E14-10 CROSSROAD NAME SIGN (TALBOT RD S)EX TAL-21 75+33.27 31.5' RT EX EX RELOCATE EXISTING SIGN
E14A-1 BUS STOP SIGN EX TAL-21 83+65.93 28.3' RT EX EX REMOVE EXISTING SIGN
E14A-2 BUS STOP SIGN EX TAL-21 80+56.17 28.4' LT EX EX REMOVE EXISTING SIGN
E15-1 BUS STOP SIGN EX TAL-21 88+89.08 28.6' RT EX EX REMOVE EXISTING SIGN
E15-2 BUS STOP SIGN EX TAL-21 89+84.01 28.9' LT EX EX REMOVE EXISTING SIGN
E15A-1 BUS STOP SIGN EX CAR 12+75.94 37.9' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E15B-1 BUS STOP SIGN EX CAR 19+65.67 45.9' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E15B-2 BUS STOP SIGN EX CAR 20+66.78 23.5' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E16-1 BUS STOP SIGN EX CAR 33+80.61 28.3' RT EX EX REMOVE EXISTING SIGN
E16-2 BUS STOP SIGN EX CAR 35+52.62 27.9' LT EX EX REMOVE EXISTING SIGN
E22-1 ADVANCE PEDESTRIAN CROSSING SIGN EX 108TH 30+52.65 34.5' RT EX EX RELOCATE EXISTING SIGN
E22-2 BUS STOP SIGN EX 108TH 30+98.63 35.7' LT EX EX REMOVE EXISTING SIGN
E22-3 BUS STOP SIGN EX 108TH 31+65.56 37.0' RT EX EX REMOVE EXISTING SIGN
E23-1 BUS STOP SIGN EX 108TH 52+60.07 36.1' LT EX EX REMOVE EXISTING SIGN
C:\pw_workdir\den003\jeg_khanm1\d0601389\1 SS.01.dwg | Layout: 1SS.02PLOTTED: Nov 05, 2021-03:41:21pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SIGN SCHEDULE
1SS.02
343
A. VILLAR
C. WILCOX
S. FORMAN
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.00.dwg | Layout: 1TS1.00PLOTTED: Nov 05, 2021-10:10:15am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
SIGNAL
GENERAL NOTES
1TS1.00
344
J. DAVIS
J. DAVIS
M. WEGENER
GENERAL NOTES
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS, WSDOT STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE
STANDARD SPECIFICATIONS, WSDOT STANDARD PLANS, SPECIAL PROVISIONS AND THESE PLANS.
2.ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED WITH COUNTDOWN DISPLAY.
3.MAST ARM MOUNTED STREET NAME SIGNS SHALL BE IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION (AHJ) STANDARDS. ALL OTHER MAST ARM
MOUNTED SIGN DESIGNATION CODES WILL REFER TO THE CURRENT EDITION OF THE MUTCD UNLESS OTHERWISE NOTED.
4.ALL POLE PENETRATIONS SHALL BE MADE IN THE FIELD.
5.EMERGENCY PRE-EMPTION DETECTORS SHALL BE MOUNTED HIGHER THAN STREET NAME SIGNS OR OTHER CONFLICTING APPURTENANCES ENSURING A CLEAR
LINE OF SIGHT.
6.ALL SIGNAL POLES SHALL BE INSTALLED A MINIMUM OF 3 FT FROM THE FACE OF CURB.
7.CONTRACTOR SHALL CONFIRM THAT MINIMUM OF 10 FT CLEARANCE IS PROVIDED BETWEEN SIGNAL POLES/LUMINAIRE POLES PRIOR TO POURING
FOUNDATIONS. IF CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER IMMEDIATELY.
8.ALL EXISTING FIELD WIRING, WHICH IS NO LONGER NEEDED, SHALL BE REMOVED AFTER NEW SIGNAL TURN-ON.
9.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN. #8 UNLESS
OTHERWISE NOTED).
10.ALL EMPTY / SPARE CONDUITS SHALL CONTAIN PULL TAPE COMPLIANT WITH RELEVANT AHJ SPECIFICATIONS.
11.ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX AND CONTROLLER CABINET.
12.ALL EXISTING PULL ROPE OR PULL TAPE USED FOR THE INSTALLATION OF NEW CABLING SHALL BE REPLACED WITH A NEW PULL TAPE OF THE TYPE DESCRIBED
IN THE SPECIAL PROVISIONS.
13.ALL EXISTING SIGNAL EQUIPMENT SHALL BE MAINTAINED AND PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
14. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT MINIMUM OVERHEAD CLEARANCE REQUIREMENT WILL BE SATISFIED. CONTRACTORS SHALL MAKE
ADJUSTMENTS THROUGH MOUNTING TYPE IF NEEDED.
15.UTILITY LOCATION (CALL 811 BEFORE YOU DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES DURING
CONSTRUCTION.
16.CONTRACTOR SHALL KEEP EXISTING SIGNALS FULLY OPERATIONAL THROUGHOUT CONSTRUCTION UNTIL CHANGED OVER TO NEW SIGNAL SYSTEM, WHICH
SHALL OCCUR IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. TIME FOR SIGNAL CHANGE OVER SHALL BE COORDINATED WITH THE
APPROPRIATE JURISDICTION TO MINIMIZE DISRUPTION TO TRAFFIC.
17.THE LOCATION OF ALL PROPOSED CONDUITS, JUNCTION BOXES AND CABINETS SHOWN ON THIS PLAN ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL
LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER IN THE FIELD.
18.ALL NEW POLE AND CABINET FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. CONTRACTOR SHALL CHECK FOR
MINIMUM OVERHEAD CLEARANCE OF 16'6" FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF FOUNDATION.
19.ALL PEDESTRIAN HEADS, PUSH BUTTONS AND SIGNAL HEADS SHALL BE SECURELY AND COMPLETELY COVERED WITH YELLOW, TAN OR WHITE MATERIAL WHILE
NOT IN OPERATION.
20.NEW APS STYLE PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED FACING THE INTERSECTION AND PARALLEL WITH THE ASSOCIATED CROSSWALK.
ORIENTATION OF THE APS PUSH BUTTON SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO ORDERING THE PUSH BUTTON. INSTALL PEDESTRIAN
PUSH BUTTON PER WSDOT STANDARD PLAN J-20.26-01.
21.ALL NEW AND EXISTING JUNCTION BOXES TO BE REPLACED SHALL BE NON-SKID TYPE. WHEN PLACED IN A SIDEWALK, JUNCTION BOXES SHALL BE LOCATED 4 FT
AWAY FROM ALL SIGNAL POLES THAT HAVE A PUSH BUTTON MOUNTED ON THEM. SEE SPECIAL PROVISIONS.
22.ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL BE INSTALLED WITH NEW TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1" YELLOW
RETROFLECTIVE TAPE.
23.SIGNS ARE NOT TO SCALE. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. SUBMIT PROOFS OF
ALL SIGNS FOR APPROVAL.
24.SIGNAL POLE, LUMINAIRE AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
25.ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION.
PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE
SIGNAL POLE FOUNDATION, AS SPACE ALLOWS.
26.WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT / TEMPORARY VIDEO
DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION.
27.ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON
TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE
TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE.
LEGEND
MAST ARM POLE
LUMINAIRE
PEDESTRIAN PUSH BUTTON PEDESTAL
SIGNAL PEDESTAL
VEHICLE SIGNAL HEAD
VEHICLE SIGNAL HEAD WITH BACKPLATE
PEDESTRIAN SIGNAL HEAD
APS PUSH BUTTON
EMERGENCY VEHICLE PRE-EMPTION DETECTOR
MAST ARM SIGN
JUNCTION BOX TYPE 1
JUNCTION BOX TYPE 2
JUNCTION BOX TYPE 8
ELECTRICAL SERVICE CABINET
CONTROLLER CABINET
UNDERGROUND CONDUIT
BICYCLE SIGNAL HEAD
RRFB
VIDEO DETECTION CAMERA
LOOP DETECTOR
CCTV
PROPOSEDEXISTING
VV
SSSSSSSSSSSSSSSSSSSSSSSSSSS10+00
10+00v
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.01APLOTTED: Nov 05, 2021-10:11:07am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEERLOGAN AVE S(LOG-LINE)10'20'
SCALE: 1" = 20'
0'
RENTON SEGMENT
SIGNAL PLAN
S 2ND ST & LOGAN AVE S
1TS1.01A
J. DAVIS
J. DAVIS
M. WEGENER
1
2
3
4
5
6
7
8
41
PHASES
4
CHANNEL
A
B
PRE-EMPTION SCHEDULE
PROTECTED VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
BIKE MOVEMENT
PHASE DIAGRAM
42 48
27
47
26
21
22
23
46
24
44 43
EVP B
EVP A11
49
S 2ND ST
(2ND-LINE)
3
4
2
1
2
1
5
SIGNAL HEADS
12"
12"Y
R
12"G
EXISTING
21, 22, 41
42, 43
49, 2546, 47, 48
24, 26, 27
NEW
2
NOT
USED
NOT
USED
NOT
USED
NOT
USED
ONE WAY
R6-1 (R) (EXISTING)
S1
SIGNS
S1
SIGNAL
S2 R10-10b (18" W x 24" H)
S2
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR SIGNAL POLE DETAILS SEE 1TS1.01C.
3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.01D.
4.FOR CONSTRUCTION NOTES SEE 1TS1.01B.
5.FOR ILLUMINATION PLANS, SERVICE BREAKER PANEL SCHEDULE AND DETAILS SEE
XXXXX.
6.FOR ITS PLANS AND DETAILS SEE XXXXX.
7.FOR TREE PROTECTION PLANS SEE XXXXX.
8.NEW VEHICLE SIGNAL HEAD 23 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M"
ON EXISTING MAST ARM PER WSDOT STANDARD PLAN J-75.20.
9.NEW BIKE SIGNAL HEADS 11 AND 12 SHALL BE INSTALLED WITH NEW MOUNTING TYPE
"F" ON NEW TYPE I POLE PER WSDOT STANDARD PLAN J-75.10.
10.NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 25 AND 49 SHALL BE INSTALLED WITH
NEW MOUNTING TYPE "A" ON NEW TYPE I POLE PER WSDOT STD. PLAN J-75.10.
BIKE
8"
8"
8"G
11
Y
R
G
12
Y
R 8"
8"
8"G
23
Y
R 12"
12"
12"
NOT
USED
S6
S7
S5
S4
S8
12
25
NO
TURN
ON RED
R10-11b (36" W x 36" H)
S3
ONLY
S7 R3-5L (30" W x 36" H)
S4
LOGAN AVE S
D3-301 (RELOCATED)S5
To
405
INTERSTATE
To
405
INTERSTATE
S6 S8 SPECIAL (RELOCATED)SPECIAL (RELOCATED)
S3
345
SSSSSSSSSSSSSSSSSSSSSS
SSS
SS
10+0011+00 10+00
11+00vC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.01BPLOTTED: Nov 05, 2021-10:11:25am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEERLOGAN AVE S(LOG-LINE)REMOVE AND SALVAGE EXISTING TYPE PS SIGNAL POLE AND EXISTING PEDESTRIAN SIGNAL HEADS.
PROTECT EXISTING FOUNDATION AND ANCHOR BOLTS IN PLACE. FURNISH AND INSTALL TYPE I SIGNAL
POLE ON EXISTING FOUNDATION. FURNISH AND INSTALL TWO 3-SECTION BICYCLE SIGNAL HEADS AND
MOUNT THEM USING A TYPE F TOP MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND
INSTALL TWO PEDESTRIAN SIGNAL HEADS AND MOUNT USING A TYPE C MOUNT PER WSDOT
STANDARD PLAN J-75.10. FURNISH AND INSTALL ONE R10.1B SIGN ON POLE. RELOCATE AND INSTALL
EXISTING R6-1 (R) SIGN FROM EXISTING PS POLE TO NEW TYPE I SIGNAL POLE. RETURN ALL
SALVAGED SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS
OTHERWISE NOTED.
PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE.
REMOVE EXISTING SIGNAL HEAD 23. FURNISH AND INSTALL NEW SIGNAL HEAD 23.RELOCATE SIGNS
PER 1TS1.01C. FURNISH AND INSTALL R3-5L SIGN TO EXISTING MAST ARM.
PROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN
PLACE. REMOVE R6-1 (R) SIGN AND RE-INSTALL LOWER ON POLE AT BACK OF "RIGHT LANE MUST TURN
RIGHT" SIGN. INSTALL R10-11B SIGN ON TOP OF POLE.
PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE.
RELOCATE SIGNS PER 1TS1.01C. FURNISH AND INSTALL ONE FLIR VIDEO DETECTION CAMERA ON THE
EXISTING MAST ARM BETWEEN HEADS 41 AND 42, AIMED TOWARDS THE V11 BICYCLE DETECTION
ZONE. FURNISH AND INSTALL R10-11B SIGN ON EXISTING MAST ARM.
PROTECT EXISTING CONTROLLER AND SERVICE CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT
IN PLACE.
20'40'
SCALE: 1" = 40'
0'
S 2ND ST
(2ND-LINE)
RENTON SEGMENT
DETECTION PLAN & WIRING SCHEDULE
S 2ND ST & LOGAN AVE S
1TS1.01B
J. DAVIS
J. DAVIS
M. WEGENER
V11
1
CONSTRUCTION NOTES:
5
2
3
4
3 WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD /
PED HEAD CCTV VIDEO
DETECTION
SERVICE STREET LIGHT GROUND PERCENTAGE
FILL NOTES
2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG
1 3" (EX)4 PROTECT EXISTING WIRING
2 2" (EX)4 1
3 3" (EX) PROTECT EXISTING WIRING
4 3" (EX)1 PROTECT EXISTING WIRING
5 2" (EX)1 PROTECT EXISTING WIRING
#
5
4
2
1
346
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.01CPLOTTED: Nov 05, 2021-10:11:27am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
S 2ND ST & LOGAN AVE S
1TS1.01C
J. DAVIS
J. DAVIS
M. WEGENER
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)****FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
**POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
XXXX XXXX X 0 I 0
***
90
***270 270 90 180
XXXX XXXX X 0 III 40 18.5 40 40 28.5 25 34 16.5 19.5 9 9.2 9.2 7.5 9.2 7.5 9.3 1703.2 16 0 90 180 270 EXISTING
XXXX XXXX X 0 I 270
***90 180
XXXX XXXX X 0 III 30 18.5 40 28 25 18 21 23 12 9.2 9 9.2 7.5 9.3 1470.1 16 90 90 180 270 EXISTING
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
***E1 & E2 DESIGNATE POLE MOUNTED SIGNS.
****P.O.A MEASURED FROM "2ND-LINE".
1
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40'45'50'
MAX.
4 SECTION 12"17.0'
20.9'22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5'19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING
INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD
PLAN 139.
a.VEHICLE DISPLAY
b.MAST ARM MTD. SIGN
c.STREET NAME SIGN
d.PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
D D
45°
2
WSDOT STANDARD PLAN REFERENCES
POLE AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE PAINTED RAL
9005TS "JET BLACK" UNLESS OTHERWISE
SPECIFIED BY CITY OF RENTON
TRANSPORTATION ENGINEERING.
3
4
347
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.01DPLOTTED: Nov 05, 2021-10:11:31am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
S 2ND ST & LOGAN AVE S
1TS1.01D
J. DAVIS
J. DAVIS
M. WEGENER
TO B
E
C
O
M
P
L
E
T
E
D
A
S
P
A
R
T
O
F
T
H
E
9
0
%
S
U
B
MI
T
T
A
L
348
C
SSSSSSSSSSSSSSSSSSSSS S
14+00
10+00
11+00vv
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.02APLOTTED: Nov 17, 2021-04:34:18pm By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
S 2ND ST
(2ND-LINE)MORRIS AVE S10'20'
SCALE: 1" = 20'
0'
RENTON SEGMENT
SIGNAL PLAN
S 2ND ST & MORRIS AVE S
1TS1.02A
349
J. DAVIS
J. DAVIS
M. WEGENER
1
2
3
4
5
6
7
8
PHASES
2
CHANNEL
A & C
B
PRE-EMPTION SCHEDULE
PROTECTED VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
BIKE MOVEMENT
PHASE DIAGRAM
SIGNAL HEADS
12"
12"Y
R
12"G
EXISTING
22, 23, 24
R
Y
G
8"
11, 12
48
NEW
4
NOT
USED
22
23
41
24
42 48
EVP C
EVP B12
49
28
11
EVP A
29
4 5
3
3A
6
6A
8
7
1
1A
3
5
1B
4
13
14
15
16
17
12"
12"
12"G
41, 42
Y
R
1
NOT
USED
NOT
USED
NOT
USED
NOT
USED
8
21
11
10
9
12
2
1218
8
10
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR SIGNAL POLE DETAILS SEE 1TS1.02C.
3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.02D.
4.FOR CONSTRUCTION NOTES SEE 1TS1.02B.
5.FOR ILLUMINATION PLANS, SERVICE BREAKER PANEL SCHEDULE AND DETAILS SEE
XXXXX.
6.FOR ITS PLANS AND DETAILS SEE XXXXX.
7.FOR TREE PROTECTION PLAN SEE XXXXX.
8.NEW BIKE SIGNAL HEAD 11 AND VEHICLE SIGNAL HEAD 21 SHALL BE INSTALLED WITH
NEW MOUNTING TYPE "F" ON NEW TYPE I POLE PER WSDOT STANDARD PLAN J-75.10.
9.NEW COUNTDOWN PEDESTRIAN HEAD 29 SHALL BE INSTALLED WITH NEW MOUNTING
TYPE "E" ON NEW TYPE I POLE PER WSDOT STD. PLAN J-75.10.
10.NEW COUNTDOWN PEDESTRIAN HEADS 28 AND 49 SHALL BE INSTALLED WITH NEW
MOUNTING TYPE "C" ON NEW PS POLE PER WSDOT STD. PLAN J-75.10.
11.NEW BIKE SIGNAL HEAD 12 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "K" ON
EXISTING LIGHT POLE PER WSDOT STANDARD PLAN J-75.10.
8"
8"
APS PUSH BUTTON MESSAGES
PHASE AUDIBLE MESSAGE
1 & 2 "WAIT" "WAIT TO CROSS 2ND AT
MORRIS"
4 "WAIT" "WAIT TO CROSS MORRIS AT
2ND"
BIKE
19
8
SIGNS
S1
NO
TURN
ON RED
R10-11b (36" W x 36" H)
S1(MOR-LINE)10
9
11 7
2
2A
20
11
21
12"
12"
12"
21
Y
R
G
28, 29, 49
11
6
22
23
CS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSS
12+0013+0014+0015+00
10+00
11+00vv
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.02BPLOTTED: Nov 17, 2021-04:34:40pm By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
S 2ND ST
(2ND-LINE)MORRIS AVE S20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
DETECTION PLAN & WIRING SCHEDULE
S 2ND ST & MORRIS AVE S
1TS1.02B
350
J. DAVIS
J. DAVIS
M. WEGENER
V11
1
CONSTRUCTION NOTES:
REMOVE AND SALVAGE TWO PEDESTRIAN HEADS AND BRACKET AND PLUG HOLES
IN POLE. FURNISH AND INSTALL ONE 3-SECTION BICYCLE SIGNAL HEAD TO EXISTING
LIGHT POLE USING A TYPE K MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH
AND INSTALL TWO FLIR VIDEO DETECTION CAMERAS ON THE EXISTING LIGHT POLE
MAST ARM AIMED TOWARDS THE BICYCLE DETECTION ZONES. REMOVE AND
SALVAGE SIGNAL CONTROLLER CABINET AND PLUG HOLES IN POLE. RETURN ALL
SALVAGED SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF
RENTON UNLESS OTHERWISE NOTED. PROTECT EXISTING LIGHT POLES,
FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE
SPECIFIED.
FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.16 AND DETAIL 1TS1.02C. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE.
FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND ONE APS PEDESTRIAN
PUSH BUTTON WITH SIGN ON SIGNAL POLE.
FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.15 AND DETAIL 1TS1.02C. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE.
FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL
POLE.
REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS
ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT AND
ASSOCIATED WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING SIGNS TO
NEW POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE
CITY OF RENTON UNLESS OTHERWISE NOTED.
FURNISH AND INSTALL TYPE I SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-21.15 AND DETAIL 1TS1.02C. FURNISH AND INSTALL ONE VEHICLE HEAD, ONE
3-SECTION BICYCLE SIGNAL HEAD AND MOUNT THEM USING A TYPE F MOUNT PER
WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL
HEAD AND MOUNT USING A TYPE E MOUNT PER WSDOT STANDARD PLAN J-75.10.
RELOCATE AND INSTALL EXISTING STREET NAME SIGNS FROM EXISTING POLE TO
NEW POLE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN
ON SIGNAL POLE.
PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE. INSTALL NEW SIGN AT TOP OF POLE AND MOVE EXISTING
SIGN RIGHT BELOW IT SO IT IS 7' ABOVE GRADE.
PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON
EXISTING LIGHT POLE. PROTECT EXISTING LIGHT POLE, FOUNDATION AND
ASSOCIATED EQUIPMENT IN PLACE.
FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.02C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH
BUTTON WITH SIGN ON SIGNAL POLE.
FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.02C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH
BUTTON WITH SIGN ON SIGNAL POLE.
PRIOR TO THE REMOVAL OF EXISTING CABINET, CONSTRUCT JOINT
CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD
PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND
CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD
PRIOR TO POURING THE FOUNDATION.
FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30.
FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10.
REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED
WIRING AND CONDUITS. BACKFILL VOIDS.
INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX.
REMOVE EXISTING JUNCTION BOX. FURNISH AND INSTALL A NEW TYPE 2 JUNCTION
BOX PER WSDOT STD. PLAN J-40.10.
1A
1B
2
3
3A
4
5
6
6A
7
8
9
V12
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD /
PED HEAD CCTV VIDEO
DETECTION
SERVICE STREET LIGHT GROUND PERCENTAGE
FILL NOTES
2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG
1 2"2 1
2 2"2 1
3"1 SPARE
3 3"4 3 10 2 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT
3"1 SPARE
4 2"1 1 1
5 2"1 1 2 1
6 2"1 2 2 1
7 2" (EX)1 1 5 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT
8 2"1 1 3 1
9 2" (EX)2 1
10 2" (EX)1 1
11 2" (EX)1 1
12 1.5" (EX)2 1
13 1.5" (EX)1 2 2 2 1
14
3"1 2 4 1
2"2 1
2"1 SPARE
15 2"1 1
16 2"1 1
17
3"3 2 4 1
2"2 1
2"1 SPARE
18 2" (EX)2 1
19 2"2 1 2 1
3"1 SPARE
20 2"1 1 5 1
21 2"2 1
22 2"1 1 5 1
23 3"1 1 6 2 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT
2"2 1
#
10
11(MOR-LINE)2A
12
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.02CPLOTTED: Nov 05, 2021-10:12:12am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
S 2ND ST & MORRIS AVE S
1TS1.02C
J. DAVIS
J. DAVIS
M. WEGENER
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)***FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
**POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 F3****G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
XXXX XXXX X 0 LP 40 0 180
XXXX XXXX X 0 PS 0 270 270
XXXX XXXX X 0 PPB 0
XXXX XXXX X 0 I 90 90 90 180 180
XXXX XXXX X LP 40 0 90 270 270
XXXX XXXX X 0 I 90 180
XXXX XXXX X 0 PPB 270
XXXX XXXX X 0 PPB 270
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
***P.O.A. MEASURED FROM "2ND-LINE".
****SIGNAGE MOUNTED TO POLE.
1
1A
2A
5
6
6A
1B
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
WSDOT STANDARD PLAN REFERENCES
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40'45'50'
MAX.
4 SECTION 12"17.0'
20.9'22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5'19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING
INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD
PLAN 139.
a.VEHICLE DISPLAY
b.MAST ARM MTD. SIGN
c.STREET NAME SIGN
d.PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
D D
45°
POLE AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE PAINTED RAL
9005TS "JET BLACK" UNLESS OTHERWISE
SPECIFIED BY CITY OF RENTON
TRANSPORTATION ENGINEERING.
3
351
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.02DPLOTTED: Nov 05, 2021-10:12:16am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
S 2ND ST & MORRIS AVE S
1TS1.02D
J. DAVIS
J. DAVIS
M. WEGENER
TO B
E
C
O
M
P
L
E
T
E
D
A
S
P
A
R
T
O
F
T
H
E
9
0
%
S
U
B
MI
T
T
A
L
352
CS
S
S
S
S
S
SSSSSSSS20+00
v
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.03APLOTTED: Nov 05, 2021-10:13:23am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
S 2ND ST
(2ND-LINE)SHATTUCKAVE S10'20'
SCALE: 1" = 20'
0'
PHASESCHANNEL
A & B
C
PRE-EMPTION SCHEDULE
4
2
RENTON SEGMENT
SIGNAL PLAN
S 2ND ST & SHATTUCK AVE S
1TS1.03A
J. DAVIS
J. DAVIS
M. WEGENER
SIGNAL HEADS
12"
12"Y
R
12"G
EXISTING
21, 22, 23,
41, 42
APS PUSH BUTTON MESSAGES
PHASE AUDIBLE MESSAGE
1 "WAIT"
2 "WAIT" "WAIT TO CROSS SECOND
AT SHATTUCK"
4 "WAIT" "WAIT TO CROSS SHATTUCK
AT SECOND"
29
24
11
EVP A
23
22
EVP B
41EVP C48
42
28
49
4 581211
10
3A
3
9
2
2A
8
7
6A
6B
6
13
14
10111
8
12
9
12
15
1
2
3
6
54
21
S1
7
ONE WAY
R6-1 (L)
S1
SIGNS
1
2
3
4
5
6
7
8
PROTECTED VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
BIKE MOVEMENT
PHASE DIAGRAM
NOT
USEDBIKE
NOT
USED
NOT
USED
NOT
USED
NOT
USED
12"
12"
12"
NEW
11
28, 29, 48, 49
16
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR SIGNAL POLE DETAILS SEE 1TS1.03C.
3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.05B AND 1TS1.05D.
4.FOR CONSTRUCTION NOTES SEE 1TS1.03B.
5.FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX.
6.FOR ITS PLANS AND DETAILS SEE XXXXX.
7.NEW VEHICLE SIGNAL HEAD 24 AND NEW BICYCLE SIGNAL HEAD 11 SHALL BE
INSTALLED WITH NEW MOUNTING TYPE "H" ON EXISTING LIGHT POLE PER WSDOT
STANDARD PLAN J-75.10.
8.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 29 AND 48 SHALL BE INSTALLED WITH
NEW MOUNTING TYPE "D" ON NEW TYPE I POLE PER WSDOT STANDARD PLAN J-75.10.
9.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28 AND 49 SHALL BE INSTALLED WITH
NEW MOUNTING TYPE "C" ON NEW TYPE I POLES PER WSDOT STANDARD PLAN
J-75.10.
18
17
19
20
S2 SPECIAL (18" W x 24" H)
S2
NO
TURN
ON RED
R10-11b (36" W x 36" H)
S3ONLY
S3
12"
12"Y
R
12"G
24
353
CS
S
S
S
S
S
S
SSSSSSSSSSSSS
S
S
S
S
19+0020+00
21+00
v
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.03BPLOTTED: Nov 05, 2021-10:13:44am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
S 2ND ST
(2ND-LINE)SHATTUCKAVE S20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
DETECTION PLAN & WIRING SCHEDULE
S 2ND ST & SHATTUCK AVE S
1TS1.03B
J. DAVIS
J. DAVIS
M. WEGENER
1
CONSTRUCTION NOTES:
FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.16 AND DETAIL 1TS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH
AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH
BUTTONS WITH SIGNS ON SIGNAL POLE.
REMOVE AND SALVAGE ONE VEHICLE HEAD, ONE PEDESTRIAN HEAD AND
BRACKETS. PLUG HOLES IN POLE. FURNISH AND INSTALL ONE 3-SECTION VEHICLE
HEAD AND ONE 3-SECTION BICYCLE SIGNAL HEAD TO EXISTING LIGHT POLE USING A
TYPE H MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL ONE
FLIR VIDEO DETECTION CAMERA ON THE EXISTING LIGHT POLE MAST ARM AIMED
TOWARDS THE BICYCLE DETECTION ZONE. FURNISH AND INSTALL SPECIAL DESIGN
SIGN S2 TO EXISTING LIGHT POLE. RETURN ALL SALVAGED SIGNAL EQUIPMENT IN
ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED.
PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN
PLACE UNLESS OTHERWISE SPECIFIED.
FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.16 AND DETAIL 1TS1.03C. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE.
FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN
PUSH BUTTON WITH SIGN ON SIGNAL POLE.
PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE. INSTALL NEW R10-11B SIGN AT TOP OF POLE SO IT IS
MINIMUM 7' ABOVE GRADE.
PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN
PLACE.
FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.03C. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL
HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE.
RELOCATE AND INSTALL EXISTING R6-1 (L) SIGN FROM EXISTING PS POLE TO NEW
PS POLE.
PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.15 AND DETAIL 1TS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH
AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE.
FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.15 AND DETAIL 1TS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH
AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE.
FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30.
REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS
ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT.
REMOVE ASSOCIATED WIRING AND CONDUITS. RETURN ALL SIGNAL EQUIPMENT IN
ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED.
REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED
WIRING AND CONDUITS. BACKFILL VOID.
PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT
CONTROLLER/SERVICE CABINET FOUNDATION PER WSDOT STD. PLAN J-10.10.
INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING.
VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE
FOUNDATION.
REMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING
CONTROLLER CABINETS AND ALL ASSOCIATED EQUIPMENT. REMOVE ALL WIRING
AND CONDUIT.
INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX.
2
2A
3
3A
4
5
6A
6B
6
7
8
9
10
11
12
V11
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD /
PED HEAD VEH HEAD CCTV VIDEO
DETECTION
SERVICE STREET LIGHT GROUND PERCENTAGE
FILL NOTES
2CS 3CS 4C 5C 7C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG
1 2"2 1
2 2"2 1
3"1 SPARE
3 3"6 3 10 1 1 1
3"1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT
4 2"2 2 1
5
3"2 3 7 1 1 1
1.25"2 1
1.25"1
6 2"2 1 1
7
EX 3"2 3 7 1 1 1
EX 1.25"2 1
EX 1.25"1
8 2"1 1 1
9 EX 2"1 2 4 1 2 1
10 EX 2"1 1 3 1
EX 1.25"2 1
11 EX 1.5"1 1 1
12 2"1 1 1
13 2"1 1
14 2"1 1
15 EX 2"2 1 1
16 EX 3"1 2 1 2 1
17 EX 2"1 1
18 EX 2"1 1 1
19 EX 2"1 2 2 1
20 EX 2"1 1
#
354
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.03CPLOTTED: Nov 05, 2021-10:13:47am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
S 2ND ST & SHATTUCK AVE S
1TS1.03C
J. DAVIS
J. DAVIS
M. WEGENER
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)***FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
**POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
XXXX XXXX X 0 PS 0 270 90 0
XXXX XXXX X 0 LP 40 0 90 90
XXXX XXXX X 0 PS 90 0
XXXX XXXX X 0 PS 0 90
XXXX XXXX X 0 PPB 270
XXXX XXXX X 0 PPB 270
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
***P.O.A. MEASURED FROM "2ND-LINE".
1
2
5
6A
6B
2A
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40'45'50'
MAX.
4 SECTION 12"17.0'
20.9'22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5'19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING
INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD
PLAN 139.
a.VEHICLE DISPLAY
b.MAST ARM MTD. SIGN
c.STREET NAME SIGN
d.PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
D D
45°
WSDOT STANDARD PLAN REFERENCES
POLE AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE PAINTED RAL
9005TS "JET BLACK" UNLESS OTHERWISE
SPECIFIED BY CITY OF RENTON
TRANSPORTATION ENGINEERING.
355
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.03DPLOTTED: Nov 05, 2021-10:13:51am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
S 2ND ST & SHATTUCK AVE S
1TS1.03D
J. DAVIS
J. DAVIS
M. WEGENER
TO B
E
C
O
M
P
L
E
T
E
D
A
S
P
A
R
T
O
F
T
H
E
9
0
%
S
U
B
MI
T
T
A
L
356
18+2918+0010+00
11+00vv
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.04APLOTTED: Nov 05, 2021-10:14:12am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
10'20'
SCALE: 1" = 20'
0'
S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE)
PHASES
2 & 5
CHANNEL
A
B
PRE-EMPTION SCHEDULE
C
8
4
D
1 & 6
RENTON SEGMENT
SIGNAL PLAN
S GRADY WAY & LAKE AVE S
1TS1.04A
J. DAVIS
J. DAVIS
M. WEGENER
SIGNAL HEADS
12"
12"Y
R
12"G
21, 22, 41, 42
61, 62, 81, 82
28, 29, 68, 69,
88, 89
1
2
3
4
5
6
7
8
PROTECTED VEHICLE MOVEMENT
PERMISSIVE VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
FY = FLASHING YELLOW
PHASE DIAGRAM
NOT
USED
NOT
USED
4142
29 EVP C11
61
EVP AEVP D
62
68
81 82 88
69
EVP B51
21
22
28
89
EXISTING
Y
R
Y
G
11, 51
FLASHING
4
7 4A 6
10
3
5
5
9
TYP.
5
11
8
10 3
7
12
9
10 2
9 8 6
1
1
15
14 2 13
4
1A
10
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR SIGNAL POLE DETAILS SEE 1TS1.04D.
3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.04C AND 1TS1.04E.
4.FOR CONSTRUCTION NOTES SEE 1TS1.04B.
5.FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX.
6.FOR ITS PLANS AND DETAILS SEE XXXXX.
FY
FY
357
13+0012+00
C
18+2918+0010+00
11+00vv
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.04BPLOTTED: Nov 05, 2021-10:14:56am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
DETECTION PLAN
S GRADY WAY & LAKE AVE S
1TS1.04B
J. DAVIS
J. DAVIS
M. WEGENER
20'40'
SCALE: 1" = 40'
0'
ADVANCED VIDEO DETECTION PLACEMENT
VIDEO ZONE OFFSET FROM STOP BAR
V12, V63, V64, V65 180'
V66, V67, V68 275'
V65
S GRADY WAY
(GRA-LINE)LAKE AVE S(LAK-LINE)V64
V63 V66
V12
V67
V68
V62
V61
V11
1
CONSTRUCTION NOTES:
REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND SIGNS FROM EXISTING TYPE III SIGNAL STANDARD. PROTECT EXISTING TYPE III
SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE NOTED.
FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11. FURNISH AND INSTALL TWO APS PEDESTRIAN
PUSH BUTTONS WITH SIGNS ON SIGNAL POLE.
PROTECT EXISTING TYPE II SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE.
PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE.
FURNISH AND INSTALL VIDEO DETECTION CAMERA ON EXISTING MAST ARM BETWEEN HEADS 11 AND 61. PROTECT EXISTING TYPE II
SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE.
PROTECT EXISTING TYPE PPB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE.
FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30.
PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER
CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING.
VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION.
ABANDON EX. VEHICLE DETECTION LOOPS ON THE EAST LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL
ASSOCIATED WIRING UNLESS OTHERWISE NOTED.
REMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT.
REMOVE ALL WIRING AND CONDUIT.
REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID.
INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX.
2
3
4
4A
5
6
7
8
9
10
1A
358
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.04CPLOTTED: Nov 08, 2021-10:19:34am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
WIRING SCHEDULE
S GRADY WAY & LAKE AVE S
1TS1.04C
359
J. DAVIS
J. DAVIS
M. WEGENER
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS
VEH HEAD /
PED HEAD CCTV VIDEO
DETECTION
SERVICE STREET LIGHT GROUND PERCENTAGE
FILL NOTES
2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG
1 4"6 4 12 2 2 1
3"1 SPARE
2 3"6 4 6 2 2 1
3"6 1
3 EX 3"6 4 6 2 2 1
EX 3"6 1
4 3"6 4 6 2 2 1
3"6 1
5 3"1 2 3 1 1
6 EX 3"1 2 3 1 1
7 EX 3"2 1 3 1 1
8 EX 1"1 1 1
9 3"1 2 3 1 1
2"2 1
10 2"2 2 1
11 3"3 1 6 2 1
12 EX 3"3 1 6 2 1
13 EX 3"2 4 1
14 EX 3"1 1 2 2 1
15 EX 3"1 1 2 2 1
#
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.04DPLOTTED: Nov 08, 2021-10:19:37am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
S GRADY WAY & LAKE AVE S
1TS1.04D
360
J. DAVIS
J. DAVIS
M. WEGENER
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)***FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
**POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
XXXX XXXX X 0 PPB 180 270
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
***P.O.A. MEASURED FROM "GRA-LINE".
1A
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40' 45' 50'
MAX.
4 SECTION 12"17.0'
20.9' 22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5' 19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING
INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD
PLAN 139.
TAG NOTES:
CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS:
- POLE SHAFT
- LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III).
- SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III).
- LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III).
- TEXT SHALL BE A MINIMUM OF
3
16" HIGH, STAMPED OR EMBOSSED.
a. VEHICLE DISPLAY
b. MAST ARM MTD. SIGN
c. STREET NAME SIGN
d. PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
D D
45°
WSDOT STANDARD PLAN REFERENCES
POLE AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE PAINTED RAL
9005TS "JET BLACK" UNLESS OTHERWISE
SPECIFIED BY CITY OF RENTON
TRANSPORTATION ENGINEERING.
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.04EPLOTTED: Nov 08, 2021-10:19:42am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
S GRADY WAY & LAKE AVE S
1TS1.04E
361
J. DAVIS
J. DAVIS
M. WEGENER
TO B
E
C
O
M
P
L
E
T
E
D
A
S
P
A
R
T
O
F
T
H
E
9
0
%
S
U
B
MI
T
T
A
L
C
15+00 16+00
v
vvvC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.05APLOTTED: Nov 05, 2021-10:15:27am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
10'20'
SCALE: 1" = 20'
0'
S GRADY WAY
(GRA-LINE)SHATTUCKAVE S1
2
3
4
5
6
7
8
SIGNAL HEADS
11
61
62
63
21
22
23
51
68
69
28
29
31 81
82
88
42 41 71
48
89
49
12"
12"Y
R
12"G
G
12"
12"
12"
12"
Y
R
Y
NEW
PHASES
1 & 6
CHANNEL
A
B
PRE-EMPTION SCHEDULE
C
4 & 7
2 & 5
D
EVP AEVP BEVP C
EVP D3 & 8
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR SIGNAL POLE DETAILS SEE 1TS1.05D.
3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.05C AND 1TS1.05E.
4.FOR CONSTRUCTION NOTES SEE 1TS1.05B.
5.FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX.
6.FOR ITS PLANS AND DETAILS SEE XXXXX.
7.NEW VEHICLE SIGNAL HEADS 11, 21, 22, 23, 31, 41, 42, 51, 61, 62, 63, 71, 81 AND 82
SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON NEW MAST ARMS PER
WSDOT STANDARD PLAN J-75.20.
8.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28, 29, 48, 49, 68, 69, 88 AND 89 SHALL
BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW POLE PER WSDOT STD. PLAN
J-75.10.
9.NEW VEHICLE SIGNAL HEADS 12, 32, 52 AND 72 SHALL BE INSTALLED WITH NEW
MOUNTING TYPE "D" ON NEW TYPE I POLES PER WSDOT STANDARD PLAN J-75.10.
PROTECTED VEHICLE MOVEMENT
PERMISSIVE VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
FY = FLASHING YELLOW
RENTON SEGMENT
SIGNAL PLAN
S GRADY WAY & SHATTUCK AVE S
1TS1.05A
J. DAVIS
J. DAVIS
M. WEGENER
72
12
32
52
2
2A 141513
3A
3
4
4A 81
1A
6
7
6
1243
5
FYFY
21, 22, 23, 41
42, 61, 62, 63
81, 82 11, 12, 31, 32
51, 52, 71, 72
28, 29, 48, 49
68, 69, 88, 89FLASHING
PHASE DIAGRAM
S. GRADY WAY
SHATTUCK AVE. S.
SIGNS
D3-103 (EXISTING)S1
D3-103 (EXISTING)S3
YIELD
LEFT TURN
ON FLASHING
YELLOW
ONLY
R10-101 (EXISTING)
S4
R3-8LTR (EXISTING)
S5
APS PUSH BUTTON MESSAGES
PHASE AUDIBLE MESSAGE
2 "WAIT" "WAIT TO CROSS GRADY AT
SHATTUCK"
4 "WAIT" "WAIT TO CROSS SHATTUCK
AT GRADY"
6 "WAIT" "WAIT TO CROSS GRADY AT
SHATTUCK"
8 "WAIT" "WAIT TO CROSS SHATTUCK
AT GRADY"
5
10 107
8
TYP.
5
7
10
7 10
5
5
5
7
9
10
10
9
12 11
16
S3
S5S4 S1
S3
S4
S4S5
S4
S. GRADY WAY
D3-103 (112" W x 24" H)S2
S2
FY
FY
362
C
14+00 15+00 16+00
17+00
v
vvv13+00
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.05BPLOTTED: Nov 05, 2021-10:16:34am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
S GRADY WAY
(GRA-LINE)SHATTUCKAVE S20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
DETECTION PLAN
S GRADY WAY & SHATTUCK AVE S
1TS1.05B
J. DAVIS
J. DAVIS
M. WEGENER
ADVANCED VIDEO DETECTION PLACEMENT
VIDEO ZONE OFFSET FROM STOP BAR
V52, V24, V25, V26 180'
V27, V28, V29 275'
V42, V72 105'
V12, V64, V65, V66 180'
V67, V68, V69 275'
V31 V32
V27
V28
V29
V26
V25
V24
V52
V51
V21
V22
V23
V63
V62
V61
V11
V12
V64
V65
V66
V67
V68
V69
V71V41
V42 V721
CONSTRUCTION NOTES:
CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND
WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE.
FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM AND 12' LUMINAIRE
ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO 3-SECTION SIGNAL
HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR AND ONE VIDEO DETECTION
CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101, ONE R3-8LQ
AND ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND
INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE
ROADWAY, TYPE III 90W LED LUMINAIRE ON 12' LUMINAIRE ARM.
FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.05D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD,
TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH
SIGNS ON SIGNAL POLE.
CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND
WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE.
FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 50' MAST ARM AND 12' LUMINAIRE
ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, THREE 3-SECTION
SIGNAL HEADS, TWO EMERGENCY PRE-EMPTION DETECTORS AND ONE VIDEO
DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND
ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND
INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE
ROADWAY, TYPE III 112W LED LUMINAIRE ON 12' LUMINAIRE ARM.
FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.05D.
FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS
PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE.
CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND WSDOT STD. PLAN J-26.10.
TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 35'
MAST ARM AND 8' LUMINAIRE ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO 3-SECTION
SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR AND ONE VIDEO DETECTION CAMERA ON THE
MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE R3-8LQ SIGN FROM EXISTING MAST ARM TO NEW
MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY,
TYPE III 112W LED LUMINAIRE ON 8' LUMINAIRE ARM.
FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.05D.
FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS
PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE.
CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND WSDOT STD. PLAN J-26.10.
TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE II SIGNAL POLE WITH 50'
MAST ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, THREE 3-SECTION SIGNAL HEADS AND ONE
VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE D3-103 SIGN
FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE.
FURNISH AND INSTALL LED LUMINAIRE ON LUMINAIRE ARM.
FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.05D.
FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS
PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE.
1A
2
2A
3
3A
4
4A
10
10 10
FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30.
PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT CONTROLLER/SERVICE
CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED
CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE
FIELD PRIOR TO POURING THE FOUNDATION.
REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID.
REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT AND ASSOCIATED WIRING AND CONDUITS. REMOVE AND
RELOCATE EXISTING SIGNS TO NEW POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO
THE CITY OF RENTON UNLESS OTHERWISE NOTED.
ABANDON EX. VEHICLE DETECTION LOOPS ON THE NORTH, SOUTH, EAST AND WEST LEGS OF THE
INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE
NOTED.
5
6
7
REMOVE EXISTING CABINET FOUNDATION.
REMOVE AND RELOCATE EXISTING
CONTROLLER CABINET AND ALL
ASSOCIATED EQUIPMENT.
REMOVE EXISTING JUNCTION BOXES,
CONDUIT ELBOWS AND ALL ASSOCIATED
WIRING AND CONDUITS. BACKFILL VOID.
9
10
8
363
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.05CPLOTTED: Nov 05, 2021-11:06:06am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
WIRING SCHEDULE
S GRADY WAY & SHATTUCK AVE S
1TS1.05C
364
J. DAVIS
J. DAVIS
M. WEGENER
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS
VEH HEAD /
PED HEAD CCTV VIDEO
DETECTION
SERVICE STREET LIGHT GROUND PERCENTAGE
FILL NOTES
2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG
1 2"2 1
2 2"2 1
3"1 SPARE
3 2"2 1
3"1 SPARE
4 3"4 1 10 2 1
3"1 SPARE
5 4"4 3 10 2 1
3"1 SPARE
6 3"1 2 1 1
2"2 1
7 3"2 3 1
8 3"2 5 1 1
3"1 SPARE
9 3"2 1 1
10 3"2 3 1
11 3"1 2 1 1
2"2 1
12 3"2 3 1
13
3"2 1 5 1 1
2"2 1
3"1 SPARE
14 3"2 2 1 1
2"2 1
15 3"2 3 1
16
3"4 3 10 2 1
2"2 1
3"1 SPARE
#
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.05DPLOTTED: Nov 05, 2021-10:16:41am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
S GRADY WAY & SHATTUCK AVE S
1TS1.05D
J. DAVIS
J. DAVIS
M. WEGENER
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
**POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
XXXX XXXX X 0 III 25 18.5 35 24 21 15.5 18.5 20 7.5 20 5 11.6 7.5 9.2 10.5 9.2 9.3 1427.9 12 90 90 270 TBD
XXXX XXXX X 0 I 45 180 270 0 90
XXXX XXXX X 0 III 50 18.5 35 50 47 41 36
36 30.5 44 18.5 5 11.6 7.5 9.2 9.2 9.2 12 2360.1 12 0 0 180 TBD
XXXX XXXX X 0 I 315 90 180 0 270
XXXX XXXX X 0 III 35 18.5 35 35 32 24 27 30 12.5 30 5 11.6 7.5 9.2 10.5 9.2 9.3 1838.2 8 90 90 270 TBD
XXXX XXXX X 0 I 45 180 270 0 90
XXXX XXXX X 0 II 50 18.5 50 47 41 30 45 19.5 5 11.6 7.5 9.2 9.2 9.2 12 2325.1 0 0 180 TBD
XXXX XXXX X 0 I 315 90 180 0 270
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
1
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40'45'50'
MAX.
4 SECTION 12"17.0'
20.9'22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5'19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING
INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD
PLAN 139.
a.VEHICLE DISPLAY
b.MAST ARM MTD. SIGN
c.STREET NAME SIGN
d.PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
1A
2
2A
3
3A
4
4A
D D
45°
WSDOT STANDARD PLAN REFERENCES
POLE AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE PAINTED RAL
9005TS "JET BLACK" UNLESS OTHERWISE
SPECIFIED BY CITY OF RENTON
TRANSPORTATION ENGINEERING.
365
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.05EPLOTTED: Nov 05, 2021-10:16:46am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
S GRADY WAY & SHATTUCK AVE S
1TS1.05E
J. DAVIS
J. DAVIS
M. WEGENER
TO B
E
C
O
M
P
L
E
T
E
D
A
S
P
A
R
T
O
F
T
H
E
9
0
%
S
U
B
MI
T
T
A
L
366
25+27
25+0010+00 11+00
CSSSCvvvvvv
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.06APLOTTED: Nov 17, 2021-04:37:30pm By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
10'20'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-B-LINE)S GRADY WAY(GRA-LINE)RENTON SEGMENT
SIGNAL PLAN
S GRADY WAY & TALBOT RD S
1TS1.06A
J. DAVIS
J. DAVIS
M. WEGENER
1
2
5
6
SIGNAL HEADS
PHASES
2 & 5
CHANNEL
A
B
PRE-EMPTION SCHEDULE
C 4 & 7
1 & 6
D 3 & 8
PROTECTED VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
QJ = QUEUE JUMP
FLASHING
PHASE DIAGRAM
APS PUSH BUTTON MESSAGES
PHASE AUDIBLE MESSAGE
2 "WAIT" "WAIT TO CROSS TALBOT AT
GRADY"
4 "WAIT" "WAIT TO CROSS GRADY AT
TALBOT"
6 "WAIT" "WAIT TO CROSS TALBOT AT
GRADY"
8 "WAIT" "WAIT TO CROSS GRADY AT
TALBOT"
12"
12"Y
R
12"G
12"
12"Y
R
12"G
12"
12"Y
R
12"G
12"
12"Y
R
12"G
EXISTING
NEW
41, 42, 81, 82 31, 32, 71
29, 48, 69, 88
21, 22, 61, 62 11, 51, 52
28, 49, 68, 89
91
NB QJ
31
81
82
71
72
41
42
91
88
69
51522122
28
89
11 61 62
49
68
9 10 2A
2
8
7
EVP BEVP AEVP C
EVP D
3A
11
12
3
5
13
4A4
4B
5
15
14
17
5
18
6
5
1
2
7
7
9
1A
10
9
4
5
1
3
6
S1
S1
S1
SIGNS
RD STALBOT
D3-103 (RELOCATED)S1
29
48
10
10
10
11
16
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR SIGNAL POLE DETAILS SEE 1TS1.06D.
3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.06C AND 1TS1.06E.
4.FOR CONSTRUCTION NOTES SEE 1TS1.06B.
5.FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX.
6.FOR ITS PLANS AND DETAILS SEE XXXXX.
7.NEW VEHICLE SIGNAL HEADS 11, 21, 22, 51, 52, 61, 62 AND 91 SHALL BE INSTALLED
WITH NEW MOUNTING TYPE "M" ON NEW MAST ARMS PER WSDOT STANDARD PLAN
J-75.20.
8.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28, 49, 68 AND 89 SHALL BE INSTALLED
WITH NEW MOUNTING TYPE "C" ON NEW PS POLE PER WSDOT STD. PLAN J-75.10-02.
9.LOOP DETECTORS V91 AND V92 SHALL CALL QUEUE JUMP PHASE 9. PROGRAM THE
CONTROLLER SO THAT BOTH LOOPS MUST BE OCCUPIED AT THE SAME TIME TO CALL
QUEUE JUMP PHASE 9.
S2
SPECIAL (XX" W x XX" H)
S2
BUS
SIGNAL
S3
R3-1 (36" W x 36" H)
BLANK-OUT
S3
12"
12"
12"
BUS
SIGNAL
9
3 7
4 8
NB QJ
10
367
25+27
24+0025+0010+00 11+00 12+00
13+00
CSSSSSCvvvvvv
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.06BPLOTTED: Nov 17, 2021-04:38:56pm By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
TALBOT RD S
(TAL-B-LINE)S GRADYWAY20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
DETECTION PLAN
S GRADY WAY & TALBOT RD S
1TS1.06B
J. DAVIS
J. DAVIS
M. WEGENER
ADVANCED VIDEO DETECTION PLACEMENT
VIDEO ZONE OFFSET FROM STOP BAR
V92 35'
V73, V74, V43, V44, V93 180'
V75, V76, V45, V46, V94 275'
V52, V24, V25, V26 180'
V53, V27, V28, V29 275'
V32, V83, V84 105'
V12, V63, V64, V65 180'
V66, V67, V68 275'
V84
V83
V32 V31
V81
V82
V26 V25 V24 V52
V53V27V28V29
V23 V22 V21 V51
V91
V42
V41
V72
V71 V73
V74
V43
V44
V93
V75
V76
V45
V46
V94
V66 V67 V68
V12 V63 V64 V65
V11
V61 V62
1
CONSTRUCTION NOTES:
CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.06D AND
WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE.
FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 45' MAST ARM AND 12' LUMINAIRE
ARM. FURNISH AND INSTALL FOUR 3-SECTION SIGNAL HEADS, TWO EMERGENCY
PRE-EMPTION DETECTORS AND ONE VIDEO DETECTION CAMERA ON THE MAST
ARM. REMOVE AND RELOCATE ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW
MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH
AND INSTALL ONE ROADWAY, TYPE III 224W LED LUMINAIRE ON 12' LUMINAIRE ARM.
FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL
HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE.
FURNISH AND INSTALL ONE 3-SECTION SIGNAL HEAD WITH SPECIAL "BUS ONLY"
SIGN AND ONE R3-1 BLANK-OUT SIGN TO EXISTING MAST ARM. MOUNT HEAD AND
SIGN USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP.
FIELD-DRILL A HOLE IN THE MAST ARM FROM CABLE ROUTING AND COAT EXPOSED
STEEL WITH ZINC-RICH PAINT. RELOCATE EXISTING SIGNAL HEADS AND EQUIPMENT
PER 1TS1.06D. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND
ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED.
FURNISH AND INSTALL TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON
SIGNAL POLE. REMOVE EXISTING PEDESTRIAN PUSH BUTTONS FROM EXISTING
TYPE PS SIGNAL STANDARD. PROTECT EXISTING TYPE PS SIGNAL STANDARD,
FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE
SPECIFIED.
CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.06D AND
WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE.
FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 50' MAST ARM AND 12' LUMINAIRE
ARM. FURNISH AND INSTALL THREE 3-SECTION SIGNAL HEADS AND ONE VIDEO
DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE D3-103 SIGN
FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL
CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 224W LED
LUMINAIRE ON 12' LUMINAIRE ARM.
FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL
HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE.
PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH
BUTTON WITH SIGN ON SIGNAL POLE.
FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH
BUTTON WITH SIGN ON SIGNAL POLE.
FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30.
PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATIONS, CONSTRUCT JOINT
CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD
PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND
CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD
PRIOR TO POURING THE FOUNDATION.
REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS
ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT AND
ASSOCIATED WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING SIGNS
AND PEDESTRIAN SIGNAL HEADS TO NEW POLES. RETURN ALL SIGNAL EQUIPMENT
IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED.
ABANDON EX. VEHICLE DETECTION LOOPS ON THE EAST LEG OF THE INTERSECTION
PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS
OTHERWISE NOTED.
REMOVE EXISTING CABINET FOUNDATIONS. REMOVE AND RELOCATE EXISTING
CONTROLLER CABINETS AND ALL ASSOCIATED EQUIPMENT. REMOVE AND SALVAGE
ALL WIRING AND CONDUIT.
REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED
WIRING AND CONDUITS. BACKFILL VOID.
INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX.
1A
2
2A
3
3A
4
4A
4B
6
7
8
9
10
5
810
11
V92
(GRA-LINE)12
PROGRAM CONTROLLER SO THAT DETECTION ZONES V91 AND V92 MUST BOTH
RECEIVE A CALL SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9 AND 10.
12
368
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.06CPLOTTED: Nov 05, 2021-10:21:52am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
WIRING SCHEDULE
S GRADY WAY & TALBOT RD S
1TS1.06C
369
J. DAVIS
J. DAVIS
M. WEGENER
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD /
PED HEAD CCTV VIDEO
DETECTION
SERVICE STREET LIGHT GROUND PERCENTAGE
FILL NOTES
2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG
1 2"2 1
2 2"2 1
3"1 SPARE
3 3"8 4 4 1
3"18 1
4 3"2 2 1 1
2"2 1
5 3"2 2 1
6 2.5"2 2 6 1 1
7 EX 2.5"2 2 6 1 1
8 EX 2.5"2 2 6 1 1
9 EX 3"2 4 1 1
EX 2"1 SPARE
10 EX 2"2 2 1
11 3"2 1 1
2"2 1
12 2"2 2 1
13
3"2 4 1 1
2"2 1
3"1 SPARE
14 3"2 4 1 1
2"2 1
15 2"1 1 1
16 2"1 1 1
17
3"2 4 1 1
2"2 1
3"1 SPARE
18
3"4 8 2 1
2"2 1
3"1 SPARE
#
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.06DPLOTTED: Nov 05, 2021-10:21:57am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
S GRADY WAY & TALBOT RD S
1TS1.06D
370
J. DAVIS
J. DAVIS
M. WEGENER
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
**POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
XXXX XXXX X 0 III 45 18.5 35 45 37 31.5
31.5 26 33.5 17.5 5 9.2 9.2 9.2 9.2 7.5 1731.7 12 0 0 180 TBD P.O.A MEASURED
FROM GRA-LINE.XXXX XXXX X 0 PS 90 180 0 270
XXXX XXXX X 0 II 46 18 45.5 33.5 40
38 24 29 15 7 10 4 9.2 9.2 9.2 9.2 10.2
***9 7.5 1294.5 0 180 TBD
P.O.A MEASURED
FROM TAL-B-LINE.
XXXX XXXX X 0 PS 90 180 0 270
XXXX XXXX X 0 III 50 18.5 35 50 37.5 27 44 5 9.2 9.2 9.2 7.5 1630.5 12 90 90 270 TBD
XXXX XXXX X 0 PS 180 270 0 90
XXXX XXXX X 0 PPB 270
XXXX XXXX X 0 PPB 0
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
*** B10 DESIGNATES A QUEUE JUMP SIGNAL HEAD. MOUNT SPECIAL "BUS ONLY" SIGN BELOW SIGNAL HEAD.
1
1A
2
2A
3
3A
4A
4B
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40'45'50'
MAX.
4 SECTION 12"17.0'
20.9'22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B12a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5'19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING
INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD
PLAN 139.
a.VEHICLE DISPLAY
b.MAST ARM MTD. SIGN
c.STREET NAME SIGN
d.PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
D D
45°
B11
b
2
WSDOT STANDARD PLAN REFERENCES
POLE AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE PAINTED RAL
9005TS "JET BLACK" UNLESS OTHERWISE
SPECIFIED BY CITY OF RENTON
TRANSPORTATION ENGINEERING.
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.06EPLOTTED: Nov 05, 2021-10:22:01am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
S GRADY WAY & TALBOT RD S
1TS1.06E
371
J. DAVIS
J. DAVIS
M. WEGENER
TO B
E
C
O
M
P
L
E
T
E
D
A
S
P
A
R
T
O
F
T
H
E
9
0
%
S
U
B
MI
T
T
A
L
22+0023+00CCC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.07APLOTTED: Nov 05, 2021-10:22:22am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEERTALBOT RD SI-405 SB
OFF-RA
M
P
(TAL-B-LINE)S RENTON
VILLAGE PL
PHASES
2 & 5
CHANNEL
A
B
PRE-EMPTION SCHEDULE
C
4 & 7
6
D 3 & 8
RENTON SEGMENT
SIGNAL PLAN
TALBOT RD S & I-405 SB OFF RAMP
1TS1.07A
372
J. DAVIS
J. DAVIS
M. WEGENER
10'20'
SCALE: 1" = 20'
0'
1
3
4
5
9*
7
SIGNAL HEADS
PROTECTED VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
QJ = QUEUE JUMP
LEADING PEDESTRIAN INTERVAL (LP)
FLASHING
PHASE DIAGRAM
12"
12"Y
R
12"G
12"
12"Y
R
12"G
EXISTING
NEW
21, 22, 61, 62,
63, 81, 82
31, 32, 33, 71
69, 88
8*
51 21 22EVP A28
89 82
71
41
EVP B
88
69
81
EVP D
32
31
68
91 63 62 61
EVP C42
29
33
RELOCATED
12"
12"
12"
12"
12"Y
R
12"G
41, 42
Y
R
G
Y
12"
51
NOT
USED
OLA
SB
QJ
2*6*
22A
3
44A
6
S2
5
6
1A 4
9
5
1
2
3
9 7
TYP.
1
8
13
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR SIGNAL POLE DETAILS SEE 1TS1.07D.
3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.07C AND 1TS1.07E.
4.FOR CONSTRUCTION NOTES SEE 1TS1.07B.
5.FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX.
6.FOR ITS PLANS AND DETAILS SEE XXXXX.
7.NEW VEHICLE SIGNAL HEAD 91 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M"
ON EXISTING MAST ARM PER WSDOT STANDARD PLAN J-75.20.
8.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 69 AND 88 SHALL BE INSTALLED WITH
NEW MOUNTING TYPE "D" ON NEW POLES PER WSDOT STD. PLAN J-75.10.
9.LOOP DETECTORS 911 AND 912 SHALL CALL QUEUE JUMP PHASE 9. PROGRAM THE
CONTROLLER SO THAT BOTH LOOPS MUST BE OCCUPIED AT THE SAME TIME TO CALL
QUEUE JUMP PHASE 9.
SPECIAL (XX" W x XX" H)
S1
BUS
SIGNAL
SIGNS
91
12"
12"
12"
BUS
SIGNAL
28, 29, 68, 89
S RENTON
VILLAGE PLACE
D3-103 (120" W x 24" H)S2
S1
*
21+0022+0023+00CCSC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.07BPLOTTED: Nov 05, 2021-10:22:59am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEERI-405 SB
OFF-
R
A
M
P
S RENTON VILLAGE PL
20'40'
SCALE: 1" = 40'
0'TALBOT RD S(TAL-B-LINE)RENTON SEGMENT
DETECTION PLAN
TALBOT RD S & I-405 SB OFF RAMP
1TS1.07B
373
J. DAVIS
J. DAVIS
M. WEGENER
611621631911
912 633 623 613
612622632
614
7
10
11
10
10
11
11
ADVANCED DETECTION PLACEMENT
LOOP NUMBERS OFFSET FROM STOP BAR
912 35'
614 110'
625, 635, 913 320'
9
8
624634
625635913
1
CONSTRUCTION NOTES:
FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL
HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE.
FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL
HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE.
PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
PROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
FURNISH AND INSTALL ONE THREE SECTION SIGNAL HEAD WITH ONE SPECIAL SIGN
AND ONE STREET NAME SIGN ON THE EXISTING MAST ARM. MOUNT SIGNAL HEAD
USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP.
FIELD-DRILL A HOLE IN THE MAST ARM FOR CABLE ROUTING AND COAT EXPOSED
STEEL WITH ZINC-RICH PAINT. PROTECT EXISTING TYPE III SIGNAL STANDARD,
FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE.
PROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
PROTECT EXISTING CONTROLLER CABINET, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
PROTECT EXISTING SERVICE CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT
IN PLACE.
ABANDON EX. VEHICLE DETECTION LOOPS ON THE NORTH LEG OF THE
INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED
WIRING UNLESS OTHERWISE NOTED.
REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED
WIRING AND CONDUITS. BACKFILL VOID.
REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS
ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT.
REMOVE WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING PEDESTRIAN
SIGNAL HEADS AND SIGNS TO NEW PS POLES. RETURN ALL SIGNAL EQUIPMENT IN
ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED.
FURNISH AND INSTALL A NEW TYPE 1 JUNCTION BOX PER WSDOT STD. PLAN J-40.10.
INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX.
PROTECT EXISTING LOOPS IN PLACE.
FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10.
SPLICE EXISTING LOOP WIRES TO NEW LEAD-IN CABLES. REMOVE EXISTING LEAD-IN
CABLES BACK TO CONTROLLER.
REMOVE WIRES AND ABANDON EXISTING UNDERGROUND CONDUIT.
PROGRAM CONTROLLER SO THAT LOOPS 911 AND 912 MUST BOTH RECEIVE A CALL
SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9.
LOOPS THAT ARE ENCLOSED IN A DASHED RECTANGLE SHALL BE SPLICED
TOGETHER IN SERIES IN THE NEAREST JUNCTION BOX.
1A
2
2A
3
4
4A
5
6
12
7
8
9
10
11
12
13
8
14
8
15
16
14
15
16
7TYP.
7
7TYP.
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.07CPLOTTED: Nov 05, 2021-10:23:02am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
WIRING SCHEDULE
TALBOT RD S & I-405 SB OFF RAMP
1TS1.07C
374
J. DAVIS
J. DAVIS
M. WEGENER
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD /
PED HEAD CCTV VIDEO
DETECTION
SERVICE STREET LIGHT GROUND PERCENTAGE
FILL NOTES
2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG
1
EX 3" PROTECT EXISTING WIRING
EX 3" PROTECT EXISTING WIRING
EX 3" PROTECT EXISTING WIRING
EX 2"3 PROTECT EXISTING WIRING
EX 2"7 PROTECT EXISTING WIRING
EX 2"5 PROTECT EXISTING WIRING
2 2"1 1 1
3 3"11 1 1
4 2"1 1 1
5
EX 3"1 PROTECT EXISTING WIRING
EX 2" PROTECT EXISTING WIRING
EX 2" PROTECT EXISTING WIRING
EX 2" PROTECT EXISTING WIRING
6 EX 2"1 PROTECT EXISTING WIRING
EX 2" PROTECT EXISTING WIRING
7 2"2 1
8 EX 2"2 1
9 EX 2"4 1
10 2"4 1
11 2"5 1
#
EXISTING WIRING SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED ON PLANS.
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.07DPLOTTED: Nov 05, 2021-10:23:07am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
TALBOT RD S & I-405 SB OFF RAMP
1TS1.07D
375
J. DAVIS
J. DAVIS
M. WEGENER
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
**POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
XXXX XXXX X 0 PS 0 0
XXXX XXXX X 0 PS 90 75
XXXX XXXX X 0 SD 50 19 40 50 45.5 38 26 23 15 6 9.2 7.5 9.2 9.2 10.2 20 1675.1 12 0 0 180 13 10 10
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
1
1A
4
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB 12345
FAB. 6/14/2002
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40'45'50'
MAX.
4 SECTION 12"17.0'
20.9'22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5'19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING
INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE.
NEW POLES SHALL BE CASCADA GREEN PER WSDOT STANDARDS.
TAG NOTES:
CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS:
-POLE SHAFT
-LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III).
-SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III).
-LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III).
-TEXT SHALL BE A MINIMUM OF 3
16" HIGH, STAMPED OR EMBOSSED.
a.VEHICLE DISPLAY
b.MAST ARM MTD. SIGN
c.STREET NAME SIGN
d.PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
SIGNAL STANDARD NO.
STATE ROUTE AND
MILE POST NO.
APPROVED DRAWING NO.
FABRICATION DATE
EXAMPLE
SIGNAL STANDARD IDENTIFICATION TAG
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
45°
8
WSDOT STANDARD PLAN REFERENCES
POLE AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE PAINTED WSDOT
"CASCADE GREEN"
D D
C
f
A2
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.07EPLOTTED: Nov 05, 2021-10:23:12am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
TALBOT RD S & I-405 SB OFF RAMP
1TS1.07E
376
J. DAVIS
J. DAVIS
M. WEGENER
TO B
E
C
O
M
P
L
E
T
E
D
A
S
P
A
R
T
O
F
T
H
E
9
0
%
S
U
B
MI
T
T
A
L
48+00
49+00
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.08APLOTTED: Nov 05, 2021-10:59:26am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
SE CARR RD106TH PL SE(CAR-LINE)
RENTON SEGMENT
SIGNAL PLAN
SE CARR RD & 106TH PL SE
1TS1.08A
377
S. GAO
J. DAVIS
M. WEGENER
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
48+00
49+00
50+00
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.08BPLOTTED: Nov 05, 2021-10:59:32am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
SE CARR RD 106TH PL SE(CAR-LINE)
RENTON SEGMENT
DETECTION PLAN
SE CARR RD & 106TH PL SE
1TS1.08B
378
S. GAO
J. DAVIS
M. WEGENER
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.08CPLOTTED: Nov 05, 2021-10:59:37am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
WIRING SCHEDULE
SE CARR RD & 106TH PL SE
1TS1.08C
379
S. GAO
J. DAVIS
M. WEGENER
WIRE SCHEDULE
SIZE 2C(sh) 3C(sh)4C 5C 12 SMFO cat6e
VID
DETECT #12 #8 #8G #6 #6G REMARKS#
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.08DPLOTTED: Nov 05, 2021-10:59:42am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
SE CARR RD & 106TH PL SE
1TS1.08D
380
S. GAO
J. DAVIS
M. WEGENER
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
STANDARD PLAN REFERENCES
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB 12345
FAB. 6/14/2002
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
*POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40' 45' 50'
MAX.
4 SECTION 12"17.0'
20.9' 22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5' 19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL
HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEER
PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE.
TAG NOTES:
CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS:
- POLE SHAFT
- LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III).
- SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III).
- LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III).
- TEXT SHALL BE A MINIMUM OF
3
16" HIGH, STAMPED OR EMBOSSED.
a. VEHICLE DISPLAY
b. MAST ARM MTD. SIGN
c. STREET NAME SIGN
d. PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
NOTE:
TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN
DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH
THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS
MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL
STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE
INCREMENT SHALL USE A TYPE A MOUNT FOR TWO
PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A
SINGLE FOR A SINGLE PEDESTRIAN DISPLAY.
TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN
DISPLAYS ON TYPE PS SIGNAL STANDARDS.
SIGNAL STANDARD NO.
STATE ROUTE AND
MILE POST NO.
APPROVED DRAWING NO.
FABRICATION DATE
EXAMPLE
SIGNAL STANDARD IDENTIFICATION TAG
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
D D
45°
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.08EPLOTTED: Nov 05, 2021-10:59:47am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
SE CARR RD & 106TH PL SE
1TS1.08E
381
S. GAO
J. DAVIS
M. WEGENER
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
0+00
1+0054+10
53+00
54+00
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.09APLOTTED: Nov 05, 2021-10:59:57am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
SE CARR RD SE PETROVITSKY RD
108TH AVE SE (SR 515)(CAR-LINE)(108TH-LINE)29
RENTON SEGMENT
SIGNAL PLAN
SE CARR RD & 108TH AVE SE
1TS1.09A
382
S. GAO
J. DAVIS
M. WEGENER
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
0+00
1+0054+10
53+00
54+00
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.09BPLOTTED: Nov 05, 2021-11:00:07am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
SE CARR RD SE PETROVITSKY RD
108TH AVE SE (SR 515)(CAR-LINE)(108TH-LINE)RENTON SEGMENT
DETECTION PLAN
SE CARR RD & 108TH AVE SE
1TS1.09B
383
S. GAO
J. DAVIS
M. WEGENER
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.09CPLOTTED: Nov 05, 2021-11:00:12am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
WIRING SCHEDULE
SE CARR RD & 108TH AVE SE
1TS1.09C
384
S. GAO
J. DAVIS
M. WEGENER
WIRE SCHEDULE
SIZE 2C(sh) 3C(sh)4C 5C 12 SMFO cat6e
VID
DETECT #12 #8 #8G #6 #6G REMARKS#
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.09DPLOTTED: Nov 05, 2021-11:00:17am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
SE CARR RD & 108TH AVE SE
1TS1.09D
385
S. GAO
J. DAVIS
M. WEGENER
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
STANDARD PLAN REFERENCES
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB 12345
FAB. 6/14/2002
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
*POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40' 45' 50'
MAX.
4 SECTION 12"17.0'
20.9' 22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5' 19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL
HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEER
PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE.
TAG NOTES:
CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS:
- POLE SHAFT
- LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III).
- SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III).
- LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III).
- TEXT SHALL BE A MINIMUM OF
3
16" HIGH, STAMPED OR EMBOSSED.
a. VEHICLE DISPLAY
b. MAST ARM MTD. SIGN
c. STREET NAME SIGN
d. PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
NOTE:
TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN
DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH
THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS
MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL
STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE
INCREMENT SHALL USE A TYPE A MOUNT FOR TWO
PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A
SINGLE FOR A SINGLE PEDESTRIAN DISPLAY.
TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN
DISPLAYS ON TYPE PS SIGNAL STANDARDS.
SIGNAL STANDARD NO.
STATE ROUTE AND
MILE POST NO.
APPROVED DRAWING NO.
FABRICATION DATE
EXAMPLE
SIGNAL STANDARD IDENTIFICATION TAG
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
D D
45°
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.09EPLOTTED: Nov 05, 2021-11:00:22am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
SE CARR RD & 108TH AVE SE
1TS1.09E
386
S. GAO
J. DAVIS
M. WEGENER
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
14+00C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.10APLOTTED: Nov 05, 2021-10:50:21am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
SE 180TH ST 108TH AVE SE (SR 515)(108TH-LINE)RENTON SEGMENT
SIGNAL PLAN
108TH AVE SE & SE 180TH ST
1TS1.10A
387
S. GAO
J. DAVIS
M. WEGENER
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
13+0014+00C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.10BPLOTTED: Nov 05, 2021-10:50:26am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
SE 180TH ST 108TH AVE SE (SR 515)(108TH-LINE)RENTON SEGMENT
DETECTION PLAN
108TH AVE SE & SE 180TH ST
1TS1.10B
388
S. GAO
J. DAVIS
M. WEGENER
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.10CPLOTTED: Nov 05, 2021-10:50:31am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
WIRING SCHEDULE
108TH AVE SE & SE 180TH ST
1TS1.10C
389
S. GAO
J. DAVIS
M. WEGENER
WIRE SCHEDULE
SIZE 2C(sh) 3C(sh)4C 5C 12 SMFO cat6e VID
DETECT #12 #8 #8G #6 #6G REMARKS#
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.10DPLOTTED: Nov 05, 2021-10:50:37am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
108TH AVE SE & SE 180TH ST
1TS1.10D
390
S. GAO
J. DAVIS
M. WEGENER
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
STANDARD PLAN REFERENCES
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB 12345
FAB. 6/14/2002
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
*POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40' 45' 50'
MAX.
4 SECTION 12"17.0'
20.9' 22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5' 19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL
HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEER
PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE.
TAG NOTES:
CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS:
- POLE SHAFT
- LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III).
- SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III).
- LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III).
- TEXT SHALL BE A MINIMUM OF
3
16" HIGH, STAMPED OR EMBOSSED.
a. VEHICLE DISPLAY
b. MAST ARM MTD. SIGN
c. STREET NAME SIGN
d. PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
NOTE:
TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN
DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH
THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS
MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL
STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE
INCREMENT SHALL USE A TYPE A MOUNT FOR TWO
PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A
SINGLE FOR A SINGLE PEDESTRIAN DISPLAY.
TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN
DISPLAYS ON TYPE PS SIGNAL STANDARDS.
SIGNAL STANDARD NO.
STATE ROUTE AND
MILE POST NO.
APPROVED DRAWING NO.
FABRICATION DATE
EXAMPLE
SIGNAL STANDARD IDENTIFICATION TAG
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
D D
45°
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.10EPLOTTED: Nov 05, 2021-10:50:41am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
108TH AVE SE & SE 180TH ST
1TS1.10E
391
S. GAO
J. DAVIS
M. WEGENER
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
6+007+00C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.11APLOTTED: Nov 05, 2021-10:50:52am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
FRED MEYER
D
R
I
V
E
W
A
Y 108TH AVE SERENTON SEGMENT
SIGNAL PLAN
108TH AVE SE & FRED MEYER DRIVEWAY
1TS1.11A
392
S. GAO
J. DAVIS
M. WEGENER
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.11BPLOTTED: Nov 05, 2021-10:50:56am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
108TH AVE SE & FRED MEYER DRIVEWAY
1TS1.11B
393
S. GAO
J. DAVIS
M. WEGENER
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
STANDARD PLAN REFERENCES
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB 12345
FAB. 6/14/2002
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
*POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40' 45' 50'
MAX.
4 SECTION 12"17.0'
20.9' 22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5' 19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL
HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEER
PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE.
TAG NOTES:
CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS:
- POLE SHAFT
- LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III).
- SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III).
- LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III).
- TEXT SHALL BE A MINIMUM OF
3
16" HIGH, STAMPED OR EMBOSSED.
a. VEHICLE DISPLAY
b. MAST ARM MTD. SIGN
c. STREET NAME SIGN
d. PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
NOTE:
TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN
DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH
THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS
MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL
STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE
INCREMENT SHALL USE A TYPE A MOUNT FOR TWO
PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A
SINGLE FOR A SINGLE PEDESTRIAN DISPLAY.
TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN
DISPLAYS ON TYPE PS SIGNAL STANDARDS.
SIGNAL STANDARD NO.
STATE ROUTE AND
MILE POST NO.
APPROVED DRAWING NO.
FABRICATION DATE
EXAMPLE
SIGNAL STANDARD IDENTIFICATION TAG
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
D D
45°
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
31+00 32+00
C
AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.12APLOTTED: Nov 05, 2021-10:38:42am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
108TH AVE SE (SR 515)
(108TH-LINE)SE 186TH STRENTON SEGMENT
HAWK SIGNAL PLAN
108TH AVE SE & SE 186TH ST
1TS1.12A
394
J. DAVIS
J. DAVIS
M. WEGENER
PHASES
1
CHANNEL
A & B
PRE-EMPTION SCHEDULE
10' 20'
SCALE: 1" = 20'
0'
13
14
EVP A
29
11
EVP B
12
28
S1
S2
1 1A 3
6
2A 8 2 7 3
42345 1
28, 29
R R
Y
12"
12"
11, 12, 13, 14
NEW
SIGNAL HEADS
NOTES:
1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2. FOR SIGNAL POLE DETAILS SEE 1TS1.12C.
3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.05B AND 1TS1.12D.
4. FOR CONSTRUCTION NOTES SEE 1TS1.12B.
5. FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE
XXXXX AND XXXXX.
6. FOR ITS PLANS AND DETAILS SEE XXXXX.
7. NEW VEHICLE SIGNAL HEADS 11, 12, 13 AND 14 SHALL BE INSTALLED WITH NEW
MOUNTING TYPE "M" ON NEW MAST ARMS PER WSDOT STANDARD PLAN J-75.20.
8. NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 28 AND 29 SHALL BE INSTALLED WITH
NEW MOUNTING TYPE "E" ON NEW POLE PER WSDOT STD. PLAN J-75.10.
STOP
CROSSWALK
ON RED
R10-23 MOD (30" W x 48" H)
S1 S2
SIGNS
STOP ON
FLASHING
IF NO
THEN PROCEED
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.12BPLOTTED: Nov 05, 2021-10:38:44am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
WIRING SCHEDULE
108TH AVE SE & SE 186TH ST
1TS1.12B
395
J. DAVIS
J. DAVIS
M. WEGENER
1
CONSTRUCTION NOTES:
CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.12C AND
WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE.
FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM AND 10' LUMINAIRE
ARM. FURNISH AND INSTALL TWO 3-SECTION HAWK SIGNAL HEADS, ONE
EMERGENCY PRE-EMPTION DETECTOR AND ONE R10-23 MOD SIGN ON THE MAST
ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND
INSTALL ONE ROADWAY, TYPE III 90W LED LUMINAIRE ON 10' LUMINAIRE ARM.
FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.07C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH
BUTTON WITH SIGN ON SIGNAL POLE.
CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.12C AND
WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE.
FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM AND 10' LUMINAIRE
ARM. FURNISH AND INSTALL TWO 3-SECTION HAWK SIGNAL HEADS, ONE
EMERGENCY PRE-EMPTION DETECTOR AND ONE R10-23 MOD SIGN ON THE MAST
ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND
INSTALL ONE ROADWAY, TYPE III 67W LED LUMINAIRE ON 10' LUMINAIRE ARM.
FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.07C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH
BUTTON WITH SIGN ON SIGNAL POLE.
FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30.
CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF
RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL CONTROLLER EQUIPMENT
AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE
FIELD PRIOR TO POURING THE FOUNDATION.
1A
2
2A
3
4
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS
VEH HEAD /
PED HEAD CCTV VIDEO
DETECTION
SERVICE STREET LIGHT GROUND PERCENTAGE
FILL NOTES
2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG
1 2"2 1
2 2"2 1
3 3"2 2 4 1
4 3"1 1 2 1
2"2 1
5 2"1 1 1
6
3"1 1 2 1
2"2 1
2"1 SPARE
7 3"1 1 2 1
2"2 1
8 2"1 1 1
#
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.12CPLOTTED: Nov 05, 2021-10:38:49am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE
108TH AVE SE & SE 186TH ST
1TS1.12C
396
J. DAVIS
J. DAVIS
M. WEGENER
SIGNAL STANDARD CHART
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION
DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) =
TOTAL
(FT)³
**POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD.
XXXX XXXX X 0 III 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 10 0 0 270 180 TBD
XXXX XXXX X 0 PPB 270
XXXX XXXX X 0 III 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 10 0 0 270 180 TBD
XXXX XXXX X 0 PPB 90
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD.
**ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
1
1A
2
2A
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ELECTRICAL
CURBSTANDARD
FOUNDATION
WSDOT STANDARD PLAN REFERENCES
GG
i ii
3' - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON
NEW SIGNAL STANDARDS.
9
3
II
PPBPPB
II, III, SD N/A
J-21.15
J-20.16 J-21.10
J-21.10
J-20.15
3
II
9 9 9
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
FIXED
BREAKAWAY
PS
I
J-20.10
J-20.15
J-20.10
J-20.15
J-26.10,
J-26.15 J-20.11N/A
J-20.10
J-20.20
J-21.20
N/A
8
40' 45' 50'
MAX.
4 SECTION 12"17.0'
20.9' 22.0'
20.8'16.5'
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
G
H
I
a
e
j
j
B10 B11a
b d
a
B2 B3
B6
4
1
2
OR
SIGN
b
e
3.0 FT N/A
N/A 36.0 SQ. FT.
15.0 SQ. FT.
AREA
MIN.
17.5' 19.2'
18.0'19.7'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
ALL
i85°E E
FF
G
H
I
A1
12' - 0"10' - 0"8' - 0"b c
a
gg
B9
h
i
LIMITS OF VERTICAL CLEARANCE
a
b
b
B1
B4
B5
B7
ROADWAY
7
1
2 1
2 2 1
2
2
3
c 3.0 FT
N/A 3.0 FT
7.5 SQ. FT.
HEIGHT WIDTH
5
TYPE II, III & SD
SIGNAL STANDARD
NOTES
6
7
1
2
k
B8
2 3 4
3
2
3
4
90°
0°
E2
E1
E2
`
90°
90°E1180°
270°
`
`
5
3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING
INSTALLED AT OFFSET INDICATED IN PLANS.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION.
VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED
ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE
OF THE SHOULDER TO THE EDGE OF THE SIGN.
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE
THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC
SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD
PLAN 139.
a. VEHICLE DISPLAY
b. MAST ARM MTD. SIGN
c. STREET NAME SIGN
d. PRE-EMPT DETECTOR
e. POST MTD. SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. APS PUSH BUTTON
j. HANDHOLE
k. VIDEO DETECTION CAMERA
l. PTZ CAMERA
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g
a
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
1
2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT
AND CONCRETE
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
ATTACHMENT
POINT
ALL HANDHOLES AT 180^
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
STANDARD
TYPE POLE
27"
27"2 3
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1 AND 117.3. LUMINAIRE
ARM LENGTH PER DESIGN PLANS
f
l
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16'
14'
12'
10'
8'
6'
52.8
46.2
39.6
33.0
26.4
19.8
6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE
D D
45°
POLE AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE PAINTED RAL
9005TX "JET BLACK" UNLESS OTHERWISE
SPECIFIED BY CITY OF RENTON
TRANSPORTATION ENGINEERING.
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.12DPLOTTED: Nov 05, 2021-10:38:54am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
108TH AVE SE & SE 186TH ST
1TS1.12D
397
J. DAVIS
J. DAVIS
M. WEGENER
TO B
E
C
O
M
P
L
E
T
E
D
A
S
P
A
R
T
O
F
T
H
E
9
0
%
S
U
B
MI
T
T
A
L
89+00 SSSC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.13APLOTTED: Nov 05, 2021-10:28:53am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
TALBOT RD S
(TAL-21-LINE)MEDICAL CENTER DRIVEWAYRENTON SEGMENT
RECTANGULAR RAPID FLASHING BEACON PLAN
TALBOT RD S & VALLEY MED CTR DRIVEWAY
1TS1.13A
J. DAVIS
J. DAVIS
M. WEGENER
SIGNS
10'20'
SCALE: 1" = 20'
0'
3
2
1A 1
S1
S2
1
CONSTRUCTION NOTES:
PROTECT EXISTING TYPE FB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
PROTECT EXISTING TYPE FB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11. FURNISH AND
INSTALL TYPE FB SIGNAL STANDARD. FURNISH AND INSTALL FOUR WARNING SIGNS
(TWO W11-2 SIGNS AND TWO W16-7PR SIGNS), ONE SOLAR PANEL AND ONE
RECTANGULAR RAPID FLASHING BEACON (WITH TWO BEACONS FACING
NORTHBOUND VEHICULAR TRAFFIC TWO BEACONS FACING SOUTHBOUND
VEHICULAR TRAFFIC). INSTALL SOLAR POWER UNIT ON TOP OF THE MOUNT. SEE
SPECIAL PROVISIONS FOR DETAILS.
PROTECT EXISTING TYPE PB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE.
W11-2 (36" x 36")
W16-7PR (30" W x 18" H)S2S1
1A
2
3
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE
XXXXX AND XXXXX.
3.FOR ITS PLANS AND DETAILS SEE XXXXX.
398
73+00 74+00
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.14APLOTTED: Nov 05, 2021-10:29:13am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
TALBOT RD S
(TAL-21-LINE)S 37TH STRENTON SEGMENT
RECTANGULAR RAPID FLASHING BEACON PLAN
TALBOT RD S & S 37TH ST
1TS1.14A
J. DAVIS
J. DAVIS
M. WEGENER
23
1
10'20'
SCALE: 1" = 20'
0'
13
1
CONSTRUCTION NOTES:
SUGGESTED LOCATION FOR PEDESTAL POLE, FOUNDATION AND CONDUIT TO BE
CONSTRUCTED BY OTHERS IN FUTURE PROJECT.
SUGGESTED LOCATION FOR PEDESTAL POLE, FOUNDATION AND CONDUIT TO BE
CONSTRUCTED BY OTHERS IN FUTURE PROJECT.
FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10.
2
3
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE
XXXXX AND XXXXX.
3.FOR ITS PLANS AND DETAILS SEE XXXXX.
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD /
PED HEAD CCTV VIDEO
DETECTION
SERVICE STREET LIGHT GROUND PERCENTAGE
FILL NOTES
2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG
1 2"1 CONDUIT TO BE BORED
2"1 CONDUIT TO BE BORED
2 2"1
3 2"1 CONDUIT TO BE BORED
2"1 CONDUIT TO BE BORED
#
233
399
C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.15APLOTTED: Nov 05, 2021-09:58:15am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES:
No.REVISION DATEBY APP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
MARK F . W EGE
N
ERSTATE O F W ASHIN
G
T
ON41141REGISTER E DPROF
ESSIONAL E N G INEERMETRO PROJECT ENGINEER
RENTON SEGMENT
RECTANGULAR RAPID-FLASHING BEACON DETAIL
1TS1.15A
400
J. DAVIS
J. DAVIS
M. WEGENER
PUSH
BUTTON TO
TURN ON
WARNING
LIGHTS
CROSS TRAFFIC
MAY NOT STOP
USE CAUTION
WHEN CROSSING
CROSS TRAFFIC
MAY NOT STOP
USE CAUTION
WHEN CROSSING
NOTES
FRONT ELEVATION VIEW
USE DETAILS ABOVE
MATCHLINE FOR SIDE
ELEVATION VIEWS 3" MAX.MATCHLINE
SIDE ELEVATION VIEW
BI-DIRECTIONAL CONFIGURATION
DETAILS7' - 0" MIN.ABOVE SIDEWALK3' - 6"SLIP BASE AND CONCRETE SQUARE
FOUNDATION SHOWN (SEE NOTES 2 & 4)
MATCHLINE
SIGN W16-7PR
SIGN W16-7PR
WINDBEAM (TYP.)2"CONTROL CABINET
ENCLOSURE
(SEE NOTE 7)
TYPE FB SIGNAL STANDARD
(SEE NOTE 3)
SIGN W16-7PR ~
30" (IN) x 18" (IN)
SIGN W11-501 ~
12" (IN) x 12" (IN)
PEDESTRIAN SYMBOL HEIGHT - 4" (IN)
BICYCLE SYMBOL HEIGHT - 3" (IN)
LETTERS - 1" C
LEGEND - BLACK
BACKGROUND - YELLOW
PEDESTRIAN PUSHBUTTON
AND SIGN ASSEMBLY
(SEE NOTE 1)
PEDESTRIAN PUSHBUTTON
AND SIGN ASSEMBLY
(SEE NOTE 1)
W11-501
(12" x 12")1" MIN.TOP OF POLE
RAPID-FLASHING BEACON 5' - 0" MAX.RECTANGULAR
RAPID-FLASHING
BEACON ~ APPROX.
24" (IN) x 4" (IN) x
1 1/2" (IN)
(SEE NOTE 8)
PEDESTRIAN PUSHBUTTON AND SIGN
ASSEMBLY - MAY BE SEPARATE PARTS.
USE 9" (IN) X 12" (IN) R10-25 SIGN IN ACCORD-
ANCE WITH 2009 MUTCD. SIGN MAY INCLUDE
INTEGRATED WARNING LIGHTS.
SEE STANDARD PLAN J-21.10 FOR SIGNAL
STANDARD FOUNDATION WITH FIXED BASE
AND SLIP BASE DETAILS.
ALL POLES SHALL BE HOT DIP GALVANIZED PER
AASHTO M111.
WELDING OF STRUCTURES SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF
THE AWS 01.1 STRUCTUAL WELDING CODE - STEEL.
ALL BUTT WELDS SHALL BE GROUND FLUSH WITH BASE METAL.
SEE STANDARD PLAN G-30.10 FOR SIGN
INSTALLATION ON SIGNAL STANDARD DETAILS.
TERMINATE RFB CONNECTIONS PER MANU-
FACTURER'S RECOMMENDATION.
CONTROL CABINET ENCLOSURE SHALL
BE SIZED BY THE RFB MANUFACTURER.
THE CONTROL CABINET SHALL BE
MANUFACTURED PER TERMINAL CABINET
REQUIREMENTS OF STANDARD SPECIFICATION
SECTION 9-29.25.
RRFB DISPLAYS SHALL BE LED TYPE MEETING
THE INTENSITY REQUIREMENTS OF SAE J595
FOR CLASS 1 YELLOW, BUT SHALL NOT EXCEED
1000 CANDELAS DURING DAYLIGHT AND 500
CANDELAS AFTER DARK.
DETAILS BASED ON WSDOT
DRAWING IS-22 FOR
RAPID-FLASHING BEACON
RECTANGULAR TYPE
(RRFB)
MECHANICALLY
SECURED POLE CAP
15' - 0"SIGN W11-2
36" x 36"
SIGN W11-2
36" x 36"
INSTALL SOLAR POWER UNIT
ON TOP OF POLE
3" MAX.RRFB BAR
SLIP BASE
SIGN W11-2
36" (IN) x 36" (IN)
RRFB BAR
RRFB BAR
SIGN W11-5011" MIN.CONTROLLER CABINET
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.00PLOTTED: Nov 17, 2021-04:03:02pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
INTERCONNECT
GENERAL NOTES
1I1.00
401
M. POWERS
X. LIU
S. RAHMAN
CONSTRUCTION NOTES
1 REMOVE EXISTING JUNCTION BOX
REMOVE EXISTING SMALL CABLE VAULT.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02.
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES.
INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX.
INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW JUNCTION BOX.
SPLICE FIBER TO PRE-TERMINATED PIGTAIL IN THE EXISTING FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER.
SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER.
CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK AND CUT EXISTING FIBER TRUNK. PULL BACK EXISTING
LATERALS INTO SIGNAL CABINET AND PULL BACK EXISTING TRUNK WEST TO NEW TYPE 8 JUNCTION BOX FOR REINSTALLATION.
ABANDON EXISTING FIBER EAST TO GRADY/TALBOT.
INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 1I2.12.
INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 1I2.02.
CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR
REINSTALLATION.
INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.
INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 1I2.14. SEE POLE SCHEDULE ON DRAWING
1I2.15 FOR HEIGHT OF RISER.
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15.
ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITIONS.
REPLACE EXISTING JUNCTION BOX LID WITH NON-SKID LID.
PULL BACK EXISTING 1-12CT WSDOT FIBER BACK TO EXISTING CABLE VAULT AND REINSTALL TO THE NORTH THROUGH NEW CONDUIT
ROUTE. REMOVE EXISTING 1-25PR CUT COPPER CABLE TO THE NORTH.
CUT THE EXISTING 1-48CT SMFO LATERAL CABLE FROM THE FIBER TRUNK IN THE EXISTING SPLICE CASE.
SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.011. COIL SLACK FIBERS IN THE VAULT ACCORDING TO
QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.
PULL BACK EXISTING 1-48CT FIBER FROM 2ND/MORRIS SPLICE POINT AND REINSTALL THROUGH THE NEW INTERCEPTED CONDUIT AT
2ND/MORRIS INTERSECTION.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.23
25
CUT EXISTING 1-24CT FIBER LATERAL CABLE FROM EXISTING FIBER TRUNK AND CUT EXISTING 48CT FIBER TRUNK IN EXISTING
SPLICE CASE. PULL BACK EXISTING 48CT FIBER EAST TO THE SMALL SMALL CABLE VAULT AT LOGAN AVE FOR REINSTALLATION,
THROUGH NEW CONDUIT.
27
DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE VAULT THROUGH
NEW CONDUIT FOR SPLICING.
26
24
PULL BACK EXISTING 1-288CT SDOT FIBER TO EXISTING MANHOLE CABLE VAULT AND REINSTALL TO SOUTH THROUGH EXISTING
AND NEW CONDUIT ROUTE BY SEATTLE IT.
28
RIGHT-OF-WAY
PROPERTY LINE
FENCE
FIRE HYDRANTS
UTILITY POLE ANCHOR
UTILITY POLE
POWER VAULT
LUMINAIRE POLE (TIMBER)
JUNCTION BOX - TYPES 1, 2/4 AND 3/8
TRAFFIC SIGNAL POLE WITH LUMINAIRE
ELECTRICAL SERVICE CABINET
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL CABINET
CONDUIT
CONSTRUCTION NOTE
PULL BOX
EXISTING PROPOSED DESCRIPTION
25-TA CABLE VAULT
WIRE NOTE
VEHICLE SIGNAL HEAD
PEDESTRIAN SIGNAL HEAD
OPTICOM EVP DETECTOR
TRAFFIC SIGN
MANHOLE
C
AERIAL FIBER OPTIC AFO
LEGEND
X
X
ITS GENERAL NOTES
1.CONTACT THE CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL AT
(425) 430-7423 TO COORDINATE ACCESS INTO TRAFFIC SIGNAL CONTROLLER CABINETS.
2.SLACK CABLE FOR FIBER TERMINATIONS SHALL NOT BE STORED IN THE TRAFFIC SIGNAL
CONTROLLER CABINET. SLACK CABLE SHALL BE COILED IN THE VAULT INDICATED ON THE PLANS.
SEE FIBER ROUTE SCHEMATIC DRAWINGS 1I2.01-02 FOR QUANTITIES OF CABLE TO BE STORED IN
EACH VAULT.
3.AT LEAST TWO LOOPS OF FIBER CABLE SHALL BE STORED IN ALL JUNCTION BOXES WHERE AN
EXACT AMOUNT OF SLACK IS NOT IDENTIFIED.
4.ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX, VAULT,
AND TRAFFIC SIGNAL CONTROLLER CABINET.
5.ANY EXISTING PULL ROPE OR PULL TAPE USED FOR THE INSTALLATION OF NEW CABLING SHALL BE
REPLACED WITH A NEW PULL TAPE OF THE TYPE DESCRIBED IN THE SPECIFICATIONS.
6.ALL EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN THE FIELD BEFORE PERFORMING ANY
UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING OR BORING
NEAR EXISTING UTILITIES.
7.ALL CONDUIT ROUTES SHOWN IN THE PLANS ARE TO BE FIELD VERIFIED. CONDUIT ROUTES AND
JUNCTION BOX PLACEMENT IS SCHEMATIC.
INSTALL FIBER SNOWSHOES FOR CABLE SLACK STORAGE AS INDICATED ON THE FIBER ROUTE SCHEMATIC ON DRAWING
1I2.01-1I2.03. SEE DETAILS ON DRAWING 1I2.14.
NOT USED.
PULL BACK EXISTING 1-48CT FIBER FROM THE EXISTING SPLICE POINT AND REINSTALL THROUGH EXISTING CONDUIT AND NEW
INTERCEPTED CONDUIT TO THE EAST TO THE NEW CABLE VAULT AT THE GRADY/LAKE INTERSECTION.
29
REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER WITH NEW SEPAC M60 CONTROLLER.30
10+0011+0010+00
11+00 12+00 13+00 14+00v 569600-0065 569600-0120 569600-0080 569600-0055 569600-0030724330-0000 569600-0200 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.01PLOTTED: Nov 17, 2021-04:03:21pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(2ND-LINE)(LOG-LINE)
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
2 EX. 1.5"1 - 48 SMFO**REINSTALL
2
21
PULL BACK EXISTING 1-48CT FIBER FROM
2ND/MORRIS SPLICE POINT AND REINSTALL
THROUGH THE NEW INTERCEPTED CONDUIT AT
2ND/MORRIS INTERSECTION.
21
CONSTRUCTION NOTES
X
RENTON SEGMENT
INTERCONNECT PLAN
2ND 11+00 TO LOG 14+50
1I1.01
402
M. POWERS
X. LIU
S. RAHMAN
GENERAL NOTES
1.SEE SIGNAL PLANS 1TS1.01 FOR ADDITIONAL WORK AT
THE INTERSECTION.
11+0012+0013+0014+0015+0016+00
10+00
11+00vv
569600-0030
784180-0025
172610-0000
784180-0005
000720-0060
784180-0015
000720-0060
CSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.02PLOTTED: Nov 17, 2021-04:03:41pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 2ND ST
(2ND-LINE)MORRISAVE S7
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 EX. 2"EX. 1 - 48 SMFO
2 EX. 1.5"1 - 48 SMFO**REINSTALL
3 3" PVC**1 - 12 SMFO **SEE SIGNAL PLAN FOR CONDUIT INSTALLATION AND
ADDITIONAL CABLES IN CONDUIT
4 EX. 1.5"1 - 48 SMFO* , 1 - 12 SMFO *REINSTALL
5 1.5"1 - 48 SMFO* , 1 - 12 SMFO *REINSTALL
6 1.5"1 - 48 SMFO**REINSTALL
3
11
2
4
4
1
3
22
NEW TRAFFIC SIGNAL CABINET
271
SEE SIGNAL PLAN
1 TS1.02
RENTON SEGMENT
INTERCONNECT PLAN
2ND 16+00 TO 2ND 11+00
1I1.02
403
M. POWERS
X. LIU
S. RAHMAN
9 12
GENERAL NOTES
1.SEE SIGNAL PLANS 1TS1.02 FOR ADDITIONAL WORK AT
THE INTERSECTION.
CONSTRUCTION NOTES
1 REMOVE EXISTING JUNCTION BOX
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF
TRENCH AND CONDUIT TO AVOID UTILITIES.
INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW
JUNCTION BOX.
SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE
NEW FIBER PATCH PANEL BY CORRESPONDING
COLOR/NUMBER.
INSTALL SMALL OPEN BOTTOM CABLE VAULT PER
DETAILS ON DRAWING 1I2.12.
INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET.
PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING
1I2.02.
SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE
DIAGRAM 1I2.03-1 I2.11. COIL SLACK FIBERS IN THE
VAULT ACCORDING TO QUANTITIES SHOWN IN THE
FIBER ROUTE SCHEMATIC ON DRAWING 1 I2.01-1 I2.02.
5
7
9
11
12
22
CUT EXISTING 1-24CT FIBER LATERAL CABLE FROM
EXISTING FIBER TRUNK AND CUT EXISTING 48CT FIBER
TRUNK IN EXISTING SPLICE CASE. PULL BACK EXISTING
48CT FIBER EAST TO THE SMALL SMALL CABLE VAULT
AT LOGAN AVE FOR REINSTALLATION, THROUGH NEW
CONDUIT.
27
SEE SIGNAL PLAN
1 TS1.02
SEE SIGNAL PLAN
1 TS1.02
65
5
5
X
5
5
5 5
7
7
7
16+0017+0018+0019+0020+00
v
784180-0085 CS
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.03PLOTTED: Nov 17, 2021-04:04:04pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S 2ND ST
(2ND-LINE)SHATTUCKAVE SWHITWORTHAVE S1
1
EX. TYPE 1 JB
EX. TYPE 1 JB
NEW TRAFFIC SIGNAL CABINET
EX. TYPE 1 JB
3
3
2
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 EX. 2"EX. 1 - 48 SMFO
2 3" PVC**1 - 12 SMFO **SEE SIGNAL PLAN FOR CONDUIT INSTALLATION
3 EX. 1.5"EX 1-48 SMFO******REMOVE
4 EX. 2"**1 - 12 SMFO **SEE SIGNAL PLAN FOR CONDUIT MODIFICATIONS
11 201 22
RENTON SEGMENT
INTERCONNECT PLAN
2ND 21+00 TO 2ND 16+00
1I1.03
404
M. POWERS
X. LIU
S. RAHMAN
9
X
4
SEE SIGNAL PLAN
1TS1.03
12
GENERAL NOTES
1.SEE SIGNAL PLANS 1TS1.03 FOR ADDITIONAL WORK AT
THE INTERSECTION.
CONSTRUCTION NOTES
1 REMOVE EXISTING JUNCTION BOX
SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH
PANEL BY CORRESPONDING COLOR/NUMBER.
INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 1I2.12.
INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO
SWITCH PER DETAILS ON DRAWING 1I2.02.
CUT THE EXISTING 1-48CT SMFO LATERAL CABLE FROM THE FIBER TRUNK IN
THE EXISTING SPLICE CASE.
SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.07.
COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE
FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.
9
11
12
20
22
18+29 17+0018+0010+00
11+00 12+00 13+00
14+00vvC
192305-9101192305-9102 192305-9103
192305-9032
C
SSSSC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.05PLOTTED: Nov 17, 2021-04:04:21pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE)
2
1
4 22
5
5
RELOCATED TRAFFIC
SIGNAL CABINET
1
3 3 2 10
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 3" PVC 1 - 48SMFO
2 3" PVC 2 - 12SMFO**REINSTALL
3 EX 3"**1 - 48SMFO**REINSTALL, **SEE SIGNAL PLAN FOR CONDUIT MODIFICATIONS
4 3" PVC 1 - 48SMFO**REINSTALL
14
X
RENTON SEGMENT
INTERCONNECT PLAN
GRA 10+00 TO GRA 14+00
1I1.05
405
M. POWERS
X. LIU
S. RAHMAN
SEE SIGNAL PLAN
1TS1.04
GENERAL NOTES
1.SEE SIGNAL PLANS 1TS1.04 FOR ADDITIONAL WORK AT THE INTERSECTION.
CONSTRUCTION NOTES
1 REMOVE EXISTING JUNCTION BOX
REMOVE EXISTING SMALL CABLE VAULT.
INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02.
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO
AVOID UTILITIES.
CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK AND CUT
EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET AND
PULL BACK EXISTING TRUNK WEST TO NEW TYPE 8 JUNCTION BOX FOR
REINSTALLATION. ABANDON EXISTING FIBER EAST TO GRADY/TALBOT.
INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.
SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.07. COIL SLACK
FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE
SCHEMATIC ON DRAWING 1I2.01-1I2.02.
2
4
5
10
14
22
SEE SIGNAL PLAN
1TS1.04
4 5
PULL BACK EXISTING 1-48CT FIBER FROM THE EXISTING SPLICE POINT AND REINSTALL
THROUGH EXISTING CONDUIT AND NEW INTERCEPTED CONDUIT TO THE EAST TO THE
NEW CABLE VAULT AT THE GRADY/LAKE INTERSECTION.
29
29
14+00 15+00 16+00
17+00
18+00
19+00
v
vvvC
192305-9043
192305-9096
192305-9032
C
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.06PLOTTED: Nov 17, 2021-04:04:44pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAY
SHATTUCK AVE S(GRA-LINE)
1
4 22
5
2 5
1 17
1 5
3
RELOCATED TRAFFIC
SIGNAL CABINET
2 13
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 3" PVC 1 - 48SMFO
2 3" PVC 2 - 12SMFO**REINSTALL
X
RENTON SEGMENT
INTERCONNECT PLAN
GRA 14+00 TO GRA 19+00
1I1.06
406
M. POWERS
X. LIU
S. RAHMAN
GENERAL NOTES
1.SEE SIGNAL PLANS 1TS1.05 FOR ADDITIONAL WORK AT
THE INTERSECTION.
CONSTRUCTION NOTES
REMOVE EXISTING SMALL CABLE VAULT.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02.
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND
CONDUIT TO AVOID UTILITIES.
CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER
TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR
REINSTALLATION.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS
NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO
PRECONSTRUCTION CONDITION.
SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.11.
COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN
THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.
2
3
4
5
13
17
22
19+00
20+00
21+00 22+00 23+00
24+00
S
G
R
A
D
Y
F
F
192305-9070
192305-9023
192305-9070
C
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.07PLOTTED: Nov 17, 2021-04:04:59pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
S GRADY WAY
(GRA-LINE)
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 3" PVC 1 - 48SMFO
1
5
4 23
1
5
X
RENTON SEGMENT
INTERCONNECT PLAN
GRA 19+00 TO GRA 24+00
1I1.07
407
M. POWERS
X. LIU
S. RAHMAN
CONSTRUCTION NOTES
INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02.
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND
CONDUIT TO AVOID UTILITIES.
4
5
COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN
THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.
23
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00
vvvvvv
C915460-0005 915460-0010
192305-
9
0
2
3
CSSSDC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.08PLOTTED: Nov 17, 2021-04:05:19pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'S GRADY WAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)1
4
5
22
RELOCATED TRAFFIC
SIGNAL CABINET
2 13
3
3
3
2
5
17
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 3" PVC 1 - 48SMFO
2 3" PVC 2 - 12SMFO**REINSTALL
3 3'' PVC SDOT 1-288SMFO**REINSTALL BY SEATTLE IT
4 EX. 2"SDOT 1-288SMFO****REMOVE EX. 1-288CT AND REINSTALL BY SEATTLE IT
RENTON SEGMENT
INTERCONNECT PLAN
GRA 24+00 TO TAL-B 14+00
1I1.08
408
M. POWERS
X. LIU
S. RAHMAN
3
3
6
4
17
17
X
GENERAL NOTES
1.SEE SIGNAL PLANS 1TS1.06 FOR ADDITIONAL WORK AT
THE INTERSECTION.
REMOVE EXISTING SMALL CABLE VAULT.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02.
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND
CONDUIT TO AVOID UTILITIES.
INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX.
CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER
TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR
REINSTALLATION.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS
NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO
PRECONSTRUCTION CONDITION.
SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.11.
COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN
THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.
2
3
4
5
6
13
17
22
CONSTRUCTION NOTES
PBSSSSSSSSSSSSSSSSSSSSSSSSC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.08APLOTTED: Nov 17, 2021-04:05:35pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
CONSTRUCTION NOTES
PULL BACK EXISTING 1-288CT SDOT FIBER TO
EXISTING MANHOLE CABLE VAULT AND
REINSTALL TO SOUTH THROUGH EXISTING AND
NEW CONDUIT ROUTE BY SEATTLE IT.
28
28
WIRING SCHEDULE
RUN NO.CONDUIT SIZE CONDUCTORS REMARKS
4 EX. 2"SDOT 1-288SMFO****REMOVE EX. 1-288CT AND
REINSTALL BY SEATTLE IT
4
S 7TH STRENTON SEGMENT
INTERCONNECT PLAN
TALBOT RD S & S 7TH ST
1I1.08A
409
M. POWERS
X. LIU
S. RAHMAN
14+00
15+00
16+00
17+00
18+00
192305-9094
202305-9007
192305
-
9
0
2
3
S S S S S SS
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.09PLOTTED: Nov 17, 2021-04:05:56pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-B-LINE)
CONSTRUCTION NOTES
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.3
3
1
3
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES.5
17
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 3'' PVC WSDOT 1-12SMFO*, SDOT 1-288SMFO***REINSTALL, **REINSTALL BY SEATTLE IT
2 2" PVC WSDOT 1-12SMFO**REINSTALL
3 3'' PVC SDOT 1-288SMFO****REINSTALL BY SEATTLE IT
X
RENTON SEGMENT
INTERCONNECT PLAN
TAL-B 14+00 TO TAL-B 18+50
1I1.09
410
M. POWERS
X. LIU
S. RAHMAN
17
3
1 17
2
5
7
INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX.7
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA
DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION.
17
19+00 20+00 21+00 22+00 23+00
202305-9008
192305-9001 723160-0595CS
SD SD SD SD SD SD
33+00
34+00
54+00
10+00C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.10PLOTTED: Nov 17, 2021-04:06:32pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
I
-405
SB
OFF
-RAMP
(TAL-B-LINE)S RENTON VILLAGE PLWIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 3'' PVC WSDOT 1-12SMFO*,SDOT 1-288SMFO***REINSTALL, **REINSTALL BY SEATTLE IT
2
4'' PVC SDOT 1-288SMFO****REINSTALL BY SEATTLE IT
2'' PVC WSDOT 1-12SMFO**REINSTALL
4'' PVC SPARE
3
EX. 4''SDOT 1-288SMFO****REINSTALL BY SEATTLE IT
EX. 2''WSDOT 1-12SMFO**REINSTALL
EX. 4''REMOVE EX.1-25R COPPER (CUT)
19
2
7
4
2
3
11
3
X
RENTON SEGMENT
INTERCONNECT PLAN
TAL-B 18+50 TO TAL-B 23+50
1I1.10
411
M. POWERS
X. LIU
S. RAHMAN
17 17
5
GENERAL NOTES
1.SEE SIGNAL PLANS 1TS1.07 FOR ADDITIONAL WORK AT THE INTERSECTION.
CONSTRUCTION NOTES
REMOVE EXISTING SMALL CABLE VAULT.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02.
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT
TO AVOID UTILITIES.
INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW JUNCTION BOX.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED.
RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO
PRECONSTRUCTION CONDITION.
PULL BACK EXISTING 1-12CT WSDOT FIBER BACK TO EXISTING CABLE VAULT
AND REINSTALLATION TO NORTH THROUGH NEW CONDUIT ROUTE. REMOVE
EXISTING 1-25PR CUT COPPER CABLE TO THE NORTH.
2
3
4
5
7
17
19
EXISTING TRAFFIC SIGNAL CABINET30
REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER WITH
NEW SEPAC M60 CONTROLLER.
30
EXISTING TRAFFIC SIGNAL CABINET 30
TALBOT RD S
(TAL-B-LINE)S PUGET DRS 15TH STBENSON RD S
(TAL-B-LINE)
BENSON RD S
S 21ST STEXISTING TRAFFIC SIGNAL CABINET30
43+00
44+00
45+00 46+00
47+00
322305-9299
322305-9053
322305-9237
322305-9299
322305-9040
292305-9151
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.17PLOTTED: Nov 17, 2021-04:09:27pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
SE CARR RD
105TH PL SE(CAR-LINE)
RENTON SEGMENT
INTERCONNECT PLAN
CAR 42+50 TO CAR 47+50
1I1.17
412
M. POWERS
X. LIU
S. RAHMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
48+00
49+00
50+00 51+00
52+00
OHPvvv
322305-9063 29230
5
-
9
1
5
8
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.18PLOTTED: Nov 17, 2021-04:09:56pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'106TH PL SESE CARR RD
(CAR-LINE)106TH PL SERENTON SEGMENT
INTERCONNECT PLAN
CAR 47+50 TO CAR 52+50
1I1.18
413
M. POWERS
X. LIU
S. RAHMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
0+00
1+00 2+00
54+10
53+0054+00OHPOHPOHPOHPOHPvvv
292305-9198 322305-9063322305-9120
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.19PLOTTED: Nov 17, 2021-04:10:26pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE CARR RDSE PETROVITSKY RDBENSON DR S
(SR 515)
108TH AVE SE (SR 515)
(108TH-LINE)(CAR-LINE)8
RENTON SEGMENT
INTERCONNECT PLAN
CAR 52+50 TO 108TH 4+00
1I1.19
414
M. POWERS
X. LIU
S. RAHMAN
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
13+00 14+00 15+00 16+00 17+00 18+00
OHPOHPOHPOHPv
vAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOC322305-9106
074090-0120
074050-0005 074090-0110 322305-9361 322305-9065
OHPOHPAFOCC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.21PLOTTED: Nov 17, 2021-04:11:19pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515)
(108TH-LINE)
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 AERIAL 1 - 48 SMFO
2 3" PVC 1 - 48 SMFO
3 3" PVC 1 - 36 SMFO**PULL BACK INTO VAULT
4 EX. 3"OCCUPIED, 1-36 SMFO****REMOVE
5 EX. 1"1 -12 SMFO
1
15
1 11 22
EXISTING TRAFFIC
SIGNAL CABINET
8
PSE POLE
#316392 166291
PSE POLE
#316363 166291
6
1
26
5
RENTON SEGMENT
INTERCONNECT PLAN
108TH 13+00 TO 108TH 18+00
1I1.21
415
M. POWERS
X. LIU
S. RAHMAN
3
52
4
5
SCALE 1:10
X
16
1
GENERAL NOTES
1.SEE SIGNAL PLANS 1TS1.10A FOR ADDITIONAL WORK AT
THE INTERSECTION.
CONSTRUCTION NOTES
1 REMOVE EXISTING JUNCTION BOX
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF
TRENCH AND CONDUIT TO AVOID UTILITIES.
INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX.
SPLICE FIBER TO PRE-TERMINATED PIGTAIL IN THE EXISTING
FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER.
INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON
DRAWING 1I2.12.
INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY
POLE. SEE DETAILS ON DRAWING 1I2.14. SEE POLE SCHEDULE
ON DRAWING 1I2.15 FOR HEIGHT OF RISER.
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE
AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING
1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO
MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14.
SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM
1I2.03-1I2.07. COIL SLACK FIBERS IN THE VAULT ACCORDING
TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON
DRAWING 1I2.01-1I2.02.
5
6
8
11
15
16
22
DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING
TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE
VAULT THROUGH NEW CONDUIT FOR SPLICING.
26
18+00 19+00 20+00 21+00 22+00 23+00
AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO322305-9020
074050-0045 074110-0010 322305-9364 322305-9194 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.21APLOTTED: Nov 17, 2021-04:11:45pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'SE 181ST ST108TH AVE SE (SR 515)
(108TH-LINE)
1
PSE POLE
MISSING TAG
1
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 AERIAL 1 - 48SMFO
RENTON SEGMENT
INTERCONNECT PLAN
108TH 18+00 TO 108TH 23+00
1I1.21A
416
M. POWERS
X. LIU
S. RAHMAN
X
CONSTRUCTION NOTES
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT
SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL
FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING
1I2.14.
16
16SE 182ND ST
23+00 24+00 25+00 26+00 27+00 28+00
AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO322305-9256
508970-0780
322305-9070 322305-9082 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.21BPLOTTED: Nov 17, 2021-04:12:10pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
1
PSE POLE
#316310 166288 PSE POLE
#316278 166288
1
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 AERIAL 1 - 48SMFO
1
RENTON SEGMENT
INTERCONNECT PLAN
108TH 23+00 TO 108TH 28+00
1I1.21B
417
M. POWERS
X. LIU
S. RAHMAN
X
CONSTRUCTION NOTES
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT
SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL
FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING
1I2.14.
16
16 16
28+00 29+00 30+00 31+00 32+00 33+00
OHPOHPOHPOHPF
F
C
AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO322305-9070
911710-0160
322305-9135
322305-9111 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.22PLOTTED: Nov 17, 2021-04:12:36pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH ST1
16
3
4
3 5
2 17
NEW TRAFFIC SIGNAL
CABINET
PSE POLE
#316251 166288
PSE POLE
#316221 166288
122
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 AERIAL 1 - 48 SMFO
2 3" PVC 1 - 12 SMFO
3 3" PVC 2 - 48 SMFO
1
RENTON SEGMENT
INTERCONNECT PLAN
108TH 28+00 TO 108TH 33+00
1I1.22
418
M. POWERS
X. LIU
S. RAHMAN
X
2
5
3
2 5
15
16
GENERAL NOTES
1.SEE SIGNAL PLANS 1TS1.12A FOR ADDITIONAL WORK AT
THE INTERSECTION.
CONSTRUCTION NOTES
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02.
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND
CONDUIT TO AVOID UTILITIES.
SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH
PANEL BY CORRESPONDING COLOR/NUMBER.
INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE
DETAILS ON DRAWING 1I2.14. SEE POLE SCHEDULE ON DRAWING 1I2.15
FOR HEIGHT OF RISER.
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT
SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW
AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON
DRAWING 1I2.14.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS
NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO
PRECONSTRUCTION CONDITION.
SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.07.
COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN
THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.
3
4
5
9
15
16
17
22
9
33+00 34+00 35+00 36+00 37+00 38+00
AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO322305-9111
322305-9167
322305-9265
911710-0010 662300-0120 662300-0130 662300-0140 662300-0150 322305-9125 322305-9202
290927-0350 322305-9125 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.22APLOTTED: Nov 17, 2021-04:13:00pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
PSE POLE
#316190 166288
PSE POLE
#316211 166288
1 1
1
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 AERIAL 1 - 48 SMFO
RENTON SEGMENT
INTERCONNECT PLAN
108TH 33+00 TO 108TH 38+00
1I1.22A
419
M. POWERS
X. LIU
S. RAHMAN
X
CONSTRUCTION NOTES
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT
SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL
FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING
1I2.14.
16
16 16
38+00 39+00 40+00 41+00 42+00 43+00
AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO563590-0000
290927-0350
322305-9141
290927-0310 322305-9088 322305-9080 662340-0050
662340-0041 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.22BPLOTTED: Nov 17, 2021-04:13:25pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)SE 187TH PL1
PSE POLE
#316162 166276
PSE POLE
#316142 166286
PSE POLE
#316119 166285
PSE POLE
#316619 166285
1 1
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 AERIAL 1 - 48SMFO
1
1
RENTON SEGMENT
INTERCONNECT PLAN
108TH 38+00 TO 108TH 43+00
1I1.22B
420
M. POWERS
X. LIU
S. RAHMAN
X
CONSTRUCTION NOTES
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT
SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL
FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING
1I2.14.
16
16 16
16
16
43+00 44+00 45+00 46+00 47+00 48+00
AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO662340-0043
662340-0053
662340-0045 662340-0042 064691-0110 064691-0120 064691-0130 064691-0140 064691-0150 064691-0160 064691-0170 662340-0051 064691-0180 662340-0052 662340-0053 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.22CPLOTTED: Nov 17, 2021-04:13:50pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
1
PSE POLE
#316099 166285
1
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 AERIAL 1 - 48SMFO
PSE POLE
#316099 166285 1
RENTON SEGMENT
INTERCONNECT PLAN
108TH 43+00 T0 108TH 48+00
1I1.22C
421
M. POWERS
X. LIU
S. RAHMAN
X
CONSTRUCTION NOTES
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT
SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL
FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING
1I2.14.
16
16
16 SE 190TH ST
48+00 49+00 50+00 51+00 52+00WATER PER GISAFOAFOAFOAFOAFOAFOAFO AFOAFOAFOAFOAFOAFOAFO662340-0093 662340-0111
662340-0094 662340-0091
322305-9059 662340-0096 662340-0099 662340-0099 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.22DPLOTTED: Nov 17, 2021-04:14:27pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
1
PSE POLE
#316070 166284 PSE POLE
PSE POLE
#316031 16628411
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 AERIAL 1 - 48SMFO
RENTON SEGMENT
INTERCONNECT PLAN
108TH 48+00 TO 108TH 52+00
1I1.22D
422
M. POWERS
X. LIU
S. RAHMAN
1
X
CONSTRUCTION NOTES
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT
SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL
FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING
1I2.14.
16
16
16 16
24 INSTALL FIBER SNOWSHOES FOR CABLE SLACK STORAGE AS INDICATED ON
THE FIBER ROUTE SCHEMATIC ON DRAWING 2I2.01-2I2.03. SEE DETAILS ON
DRAWING 1I2.14.
24SE 190TH ST
52+00 53+00 54+00 55+00 56+00 57+00
F AFOAFOAFOAFOCSE 192ND ST108TH AVE SE (SR-515)OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHPWATER PER GISWATER PER GISOHPOHPOHP108TH AVE SE (SR-515)AFOAFOAFOAFOAFOAFOAFOAFO322305-9035
662340-0101 662340-0107
662340-0170 662340-0183
F
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.23PLOTTED: Nov 17, 2021-04:15:04pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)SE 192ND ST1
PSE POLE
#316029 166284
PSE POLE
#316019 166284
1
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 AERIAL 1 - 48SMFO
CITY OF
KENT
CITY OF
RENTON
SEE VOLUME 2
SEE SHEET 2I1.01
RENTON SEGMENT
INTERCONNECT PLAN
108TH 52+00 TO 108TH 57+00
1I1.23
423
M. POWERS
X. LIU
S. RAHMAN
X
CONSTRUCTION NOTES
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT
SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL
FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING
1I2.14.
16
16 16
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.01PLOTTED: Nov 16, 2021-01:58:35pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER SCHEMATIC
1I2.01
424
M. POWERS
X. LIU
S. RAHMAN
EX. 48CT
S GRADY WAY
TO RAINIER AVE S
TO LOGAN AVE S
EX. 48CT MORRIS AVE SSHATTUCK AVE SEX. 12CTLAKE AVE SRELOCATED TRAFFIC SIGNAL CABINET
SMALL CABLE VAULT
100'
1I1.05
SMALL CABLE VAULT
100'100'
RELOCATED TRAFFIC SIGNAL CABINET
1I1.06
SMALL CABLE VAULT
1I1.03
12CTNEW TRAFFIC SIGNAL CABINET
SHATTUCK AVE S1I1.02
12CTNEW TRAFFIC SIGNAL CABINET
TALBOT RD SEX. 48CT
SMALL CABLE VAULT
100'
RELOCATED TRAFFIC SIGNAL CABINET
1I1.08
SMALL CABLE VAULT
S 2ND ST
FTPLOWER COMPARTMENT LOWER COMPARTMENT LOWER COMPARTMENT
UPPER COMPARTMENT UPPER COMPARTMENT UPPER COMPARTMENTFTP
EX. 12CTEX. 12CTEX. 12CTEX. 12CTEX. 12CT48CT 48CT
S1 S2
S3 S4 S5
NEW UNDERGROUND SINGLE MODE FIBER OPTIC CABLE
EXISTING UNDERGROUND SINGLE MODE FIBER OPTIC CABLE
FIBER SPLICES
FIBER TERMINATION PANEL
12 PORT SINGLE PANEL HOUSING WITH SC CONNECTORS
EXISTING FIBER TERMINATION PANEL
FIBER SLACK
NEW ETHERNET SWITCH
EXISTING SWITCH
LEGEND
FTP
FTP-SC
SWITCH
SWITCH
100'100'
FTP-SC
SWITCH
FTP-SC
SWITCH
48CT
SMALL CABLE VAULT
1I1.07
100'
SWITCH
FTP
FTP
SWITCH
FTP
FTP
SWITCH
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.02PLOTTED: Nov 16, 2021-01:58:40pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER SCHEMATIC
1I2.02
425
M. POWERS
X. LIU
S. RAHMAN
SE 186TH ST
SE 180TH ST
1I1.21
AFO108TH AVE SESMALL CABLE VAULT
100'
100'
NEW TRAFFIC
SIGNAL CABINET
1I1.22 AFOTO NORTH
SE 192TH STAFO12CT
100'
48CT
48CT
SEE KENT SEGMENT
100'
EX. 36CT
EX. TRAFFIC
SIGNAL CABINET
12CT
SMALL CABLE VAULTFTP
FTP-SCS8
S9
NEW AERIAL SINGLE MODE FIBER OPTIC CABLE
NEW UNDERGROUND SINGLE MODE FIBER OPTIC CABLE
EXISTING UNDERGROUND SINGLE MODE FIBER OPTIC CABLE
FIBER SPLICES
FIBER TERMINATION PANEL
12 PORT SINGLE PANEL HOUSING WITH SC CONNECTORS
EXISTING FIBER TERMINATION PANEL
FIBER SLACK
NEW ETHERNET SWITCH
EXISTING SWITCH
LEGEND
AFO
FTP
FTP-SC
SWITCH
SWITCH
FIBER PATCH CORD CROSS CONNECTION
CITY OF RENTON CONTROLLER CABINETS
FIBER PANEL FIBER PORT FIBER PANEL FIBER PORT INTENTION
FTP 1 SWITCH 1 CITY OF RENTON SIGNAL INTERCONNECT
FTP 2 SWITCH 1 CITY OF RENTON SIGNAL INTERCONNECT
SWITCH 2 FTP 11 CITY OF RENTON SIGNAL INTERCONNECT
SWITCH 2 FTP 12 CITY OF RENTON SIGNAL INTERCONNECT
FTP 3 FTP 7 SPARE
FTP 4 FTP 8 SPARE
FTP 5 FTP 9 SPARE
FTP 6 FTP 10 SPARESWITCHSWITCH100'
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.03PLOTTED: Nov 16, 2021-01:58:45pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER OPTIC SPLICE DIAGRAM
1I2.03
426
M. POWERS
X. LIU
S. RAHMAN
LOCATION
S 2ND ST & MORRIS AVE S INTERSECTION
1.SEE DRAWING 1 I2.02 FOR FIBER PATCHING.
2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS.
GENERAL NOTES
BLUE
ORANGE
GREEN
BROWN
S 2ND ST
BLUE
ORANGE
GREEN
BROWN
S 2ND ST
1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE 123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE12CT1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUEBLUE
EX. 48 SMFO EX. 48 SMFO
BLUE BLUE
12CT DROP CABLE TO NEW
TRAFFIC SIGNAL CABINET
LEGEND
EXISTING FIBER
NEW FIBER
EXISTING SPLICE
NEW SPLICE
FULL TUBE SPLICE
(SPLICE EACH STRAND TO THE
CORRESPONDING COLOR)
S2
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.04PLOTTED: Nov 16, 2021-01:58:50pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER OPTIC SPLICE DIAGRAM
1I2.04
427
M. POWERS
X. LIU
S. RAHMAN
123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE12CTBLUE12CT DROP CABLE TO TRAFFIC
SIGNAL CABINETS1
LOCATION
S 2ND ST & SHATTUCK AVE S INTERSECTION
1.SEE DRAWING 1I2.02 FOR FIBER PATCHING.
2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS.
GENERAL NOTES
LEGEND
EXISTING FIBER
NEW FIBER
EXISTING SPLICE
NEW SPLICE
BLUE
ORANGE
GREEN
BROWN
S 2ND ST
1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE
EX. 48 SMFO
BLUE
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.05PLOTTED: Nov 16, 2021-01:58:55pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER OPTIC SPLICE DIAGRAM
1I2.05
428
M. POWERS
X. LIU
S. RAHMAN
BLUE1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE
RED7
BLACK
YELLOW
VIOLET
AQUA
ROSE11
10
9
8
12
GREEN
BROWN
SLATE
WHITE
ORANGE
BLUE1
6
5
4
3
2
RED
BLACK
YELLOW
VIOLET
AQUA
ROSE
GREEN
BROWN
SLATE
WHITE
ORANGE
BLUE37
38
39
40
41
42
43
44
45
46
47
48
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE37
38
39
40
41
42
43
44
45
46
47
48
BROWN
GREEN
ORANGE
BLUE
BROWN
GREEN
ORANGE
BLUE
EX. 12CT DROP
CABLE TO
UPPER
COMPARTMENT
OF DDP CABINET
EX. 12CT DROP
CABLE TO
LOWER
COMPARTMENT
OF DDP CABINET
S GRADY WAYS GRADY WAY EX. 48 SMFO 48 SMFO
BLUE
BROWN
BLUE
BROWNEX. 12CTEX. 12CTBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUES3
LOCATION
S GRADY WAY & LAKE AVE S INTERSECTION
1.SEE DRAWING 1I2.02 FOR FIBER PATCHING.
2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS.
GENERAL NOTES
LEGEND
EXISTING FIBER
NEW FIBER
EXISTING SPLICE
NEW SPLICE
FULL TUBE SPLICE
(SPLICE EACH STRAND TO THE
CORRESPONDING COLOR)
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.06PLOTTED: Nov 16, 2021-01:59:00pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER OPTIC SPLICE DIAGRAM
1I2.06
429
M. POWERS
X. LIU
S. RAHMAN
1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE37
38
39
40
41
42
43
44
45
46
47
48
BROWN
GREEN
ORANGE
BLUE
BROWN
GREEN
ORANGE
BLUE
EX. 12CT DROP
CABLE TO
UPPER
COMPARTMENT
OF DDP CABINET
EX. 12CT DROP
CABLE TO
LOWER
COMPARTMENT
OF DDP CABINET
S GRADY WAYS GRADY WAY 48 SMFO 48 SMFO
BLUE
BROWN
BLUE
BROWNBLUEEX. 12CTEX. 12CTBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUES4
LOCATION
S GRADY WAY & SHATTUCK AVE S INTERSECTION
1.SEE DRAWING 1I2.02 FOR FIBER PATCHING.
2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS.
GENERAL NOTES
LEGEND
EXISTING FIBER
NEW FIBER
EXISTING SPLICE
NEW SPLICE
1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE37
38
39
40
41
42
43
44
45
46
47
48
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.07PLOTTED: Nov 16, 2021-01:59:05pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER OPTIC SPLICE DIAGRAM
1I2.07
430
M. POWERS
X. LIU
S. RAHMAN
1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE37
38
39
40
41
42
43
44
45
46
47
48
BROWN
GREEN
ORANGE
BLUE
EX. 12CT DROP
CABLE TO
UPPER
COMPARTMENT
OF DDP CABINET
EX. 12CT DROP
CABLE TO
LOWER
COMPARTMENT
OF DDP CABINET
S GRADY WAY
BLUE
BROWN
48 SMFO BLUEEX. 12CTEX. 12CTBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUES5
LOCATION
S GRADY WAY & TALBOT RD S INTERSECTION
1.SEE DRAWING 1I2.02 FOR FIBER PATCHING.
2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS.
GENERAL NOTES
LEGEND
EXISTING FIBER
NEW FIBER
EXISTING SPLICE
NEW SPLICE
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.08PLOTTED: Nov 16, 2021-01:59:10pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER OPTIC SPLICE DIAGRAM
1I2.08
431
M. POWERS
X. LIU
S. RAHMAN
ROUTI
N
G
C
H
A
N
G
E
D
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.09PLOTTED: Nov 16, 2021-01:59:15pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER OPTIC SPLICE DIAGRAM
1I2.09
432
M. POWERS
X. LIU
S. RAHMAN
ROUTI
N
G
C
H
A
N
G
E
D
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.10PLOTTED: Nov 16, 2021-01:59:20pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER OPTIC SPLICE DIAGRAM
1I2.10
433
M. POWERS
X. LIU
S. RAHMAN
BLUE
ORANGE
GREEN
BROWN
108TH AVE SE
BLUE
ORANGE
GREEN 108TH AVE SE
1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE 12CT1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUEBLUE12CT DROP CABLE TO
TRAFFIC SIGNAL CABINET
48 SMFOEX. 36 SMFO
BLUE BLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUES8
LOCATION
108TH AVE SE & SE 180TH ST INTERSECTION
1.SEE DRAWING 1I2.02 FOR FIBER PATCHING.
2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS.
GENERAL NOTES
LEGEND
EXISTING FIBER
NEW FIBER
EXISTING SPLICE
NEW SPLICE
FULL TUBE SPLICE
(SPLICE EACH STRAND TO THE
CORRESPONDING COLOR)
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.11PLOTTED: Nov 16, 2021-01:59:25pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER OPTIC SPLICE DIAGRAM
1I2.11
434
M. POWERS
X. LIU
S. RAHMAN
BLUE
ORANGE
GREEN
BROWN
108TH AVE SE
BLUE
ORANGE
GREEN
BROWN
108TH AVE SE
1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE 123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE12CTBLUE12CT DROP CABLE TO
TRAFFIC SIGNAL CABINET
48 SMFO 48 SMFO
BLUE
S9
LOCATION
108TH AVE SE & SE 186TH ST INTERSECTION
1.SEE DRAWING 1I2.02 FOR FIBER PATCHING.
2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS.
GENERAL NOTES
LEGEND
EXISTING FIBER
NEW FIBER
EXISTING SPLICE
NEW SPLICE
FULL TUBE SPLICE
(SPLICE EACH STRAND TO THE
CORRESPONDING COLOR)
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.12PLOTTED: Nov 16, 2021-01:59:30pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
COMMUNICATION VAULT
DETAILS
1I2.12
435
M. POWERS
X. LIU
S. RAHMAN
PLAN VIEW
END VIEWSECTION A-A
A A
No. 25P
GALVANIZE DIAMOND PLATE DOORS
W/LOCKING BOLTS 1'-9 14" CLEAR OPENING1'-11 58" DOORS O.D.2'-3 12"BOLT DOWN LOCKING
(2) - 1 2"Ø HEX BOLTS
4'-87 8" CLEAR OPENING
4'-111 4" DOORS O.D.
5'-3"
5 8"Ø INSERT W/HEX BOLT
(2 EACH SIDE)
11 2"Ø LIFT HOLE
(1 EACH SIDE)
2'-4"
2"
FULL LENGTH 10' WIDE KNOCKOUT
IN FLOOR FOR INTERCEPTS
4'-0" LONG GALVANIZED "C" CHANNEL
(1 EACH SIDE)
1'-51 4"
312" ADJUSTMENT
2'-712"2'-6"112"
FIELD GROUT
1'-1012"51 2"
2"
83 4"10"83 4"
3 4"
51 2"x10" BLOCKOUT
(1 EACH END)
CONDUIT FOR FIBER WITH 48" OR
GREATER BEND RADIUS - DEPTH VARIES
TRIM EXISTING CONDUIT TO WITHIN 2" OF
BOTTOM AND/OR SIDE OF NEW 25-TA VAULT
AND INSTALL BELL END TO TRIMMED CONDUIT
6" GRAVEL BED2" MIN.
(TYP)
SCALE:
25-TA COMMUNICATION VAULT
DETAIL
NTS
1
SCALE:
JUNCTION BOX CONVERSION
DETAIL
NTS
2
TO BOTTOMLESS 25-TA VAULT
CONDUIT FOR FIBER WITH 48" OR
GREATER BEND RADIUS - DEPTH VARIES
TRIM EXISTING CONDUIT TO WITHIN 2" OF
BOTTOM AND/OR SIDE OF NEW 25-TA VAULT AND
INSTALL BELL END TO TRIMMED CONDUIT
EXISTING JUNCTION BOX
2"
2"
25-TA VAULT
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.13PLOTTED: Nov 16, 2021-01:59:35pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
JUNCTION BOX
DETAILS
1I2.13
436
M. POWERS
X. LIU
S. RAHMAN
VARIES
REMOVE EXISTING JUNCTION BOX
AS CALLED OUT IN PLANS
RECONFIGURE EXISTING CONDUITS
MODIFY NEW OR EMPTY CONDUIT TO HAVE 48" OR
GREATER BEND RADIUS FOR FIBER.
NOTES
1.DIMENSIONS SHOWN ARE NOMINAL. EXACT DIMENSIONS MAY VARY AMONG DIFFERENT
MANUFACTURERS.
2.THE MINIMUM THICKNESS OF LIDS SHALL BE 3 8" THICK STEEL FOR TYPE 1 AND TYPE 2 BOXES AND 1 2" THICK STEEL FOR TYPE 8
BOXES. THE DIAMOND PATTERN SHALL BE A MINIMUM OF 28% MINIMUM OF OVERALL THICKNESS. JUNCTION BOXES INSTALLED
IN SIDEWALK, WALKWAYS, AND SHARED-USE PATHS SHALL HAVE A SLIP-RESISTANT COATING ON THE LID AND LIP COVER
PLATE AND SHALL BE INSTALLED WITH THE SURFACE FLUSH WITH AND MATCHED TO THE GRADE OF THE SIDEWALK,
WALKWAY, OR SHARED-USE PATH.
3.LID SUPPORT MEMBERS SHALL BE 3 16" MIN. THICK STEEL C, L OR T SHAPE WELDED TO THE
FRAME.
4.WHEN SPECIFIED IN THE CONTRACT, TYPE 2 AND TYPE 8 BOXES SHALL BE PROVIDED WITH 12"
DEEP EXTENSION BOXES.
5.A 1 4" NC X 3 4" STAINLESS STEEL GROUND STUD WITH S. S. NUT SHALL BE WELDED TO THE BOTTOM OF THE LID. EQUIPMENT
BONDING JUMPER SHALL BE #8 AWG MIN. X 4' OF TINNED BRAIDED COPPER.
6.SEE THE STANDARD SPECIFICATIONS FOR ALTERNATIVE USE OF REINFORCEMENT.
7.WHEN REPLACING AN EXISTING JUNCTION BOX, THE END OF EACH EXISTING EMPTY CONDUIT FOR
NEW FIBER OPTIC CABLE INSTALLATION SHALL BE CUT BACK AND REPLACED WITH A 45° FACTORY
BEND WITH A MINIMUM 48" BENDING RADIUS. TRIM ALL EXISTING CONDUITS TO WITHIN 2" OF
BOTTOM OR SIDE OF THE NEW JUNCTION BOX.
8.THE TYPE 8 LIDS SHALL BE GALVANIZED AND BOTH LIDS SHALL BE BONDED. HINGES SHALL ALLOW
THE LID TO OPEN 180°'
9.ALL CONDUIT SHALL HAVE BELL ENDS.
10.BOLTS AND NUTS SHALL BE LIBERALLY COATED WITH ANTI-SEIZE COMPOUND.
INCIDENTAL VEHICLE TRAFFIC PAVED
AREA
2" (TYP)
2" MIN
(TYP)
48" OR GREATER BEND RADIUS NEW OR
EMPTY CONDUIT FOR FIBER
VARIES
1" NOMINAL
INCIDENTAL VEHICLE TRAFFIC PAVED AREA
6" CSTC
2"(TYP)2"(TYP)
2"
REPLACE WITH NEW JUNCTION BOX OR VAULT AS
CALLED OUT IN THE PLANS
2" MAX
2" (TYP)
VARIES
2" MAX
33" (TYP)
42" (TYP)1" NOMINAL
6" CSTC
3"
48" OR GREATER BEND RADIUS
NEW OR EMPTY CONDUIT FOR FIBER
2" MIN
(TYP)
3" (TYP)
SCALE:
REPLACEMENT AND RECONFIGURATION
DETAIL
NTS
1
SCALE:
TYPE 8 JUNCTION BOX INSTALLATION
DETAIL
NTS
3
SCALE:
TYPE 2 JUNCTION BOX INSTALLATION
DETAIL
NTS
2
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.14PLOTTED: Nov 16, 2021-01:59:40pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
FIBER OPTIC INSTALLATION
DETAILS
1I2.14
437
M. POWERS
X. LIU
S. RAHMAN
JUNCTION
GROUND
50'
EXISTING
UTILITY
POLE
GROUND
TO JUNCTION BOX OR
CONTROLLER CABINET
COUPLING (TYP.)
2" CONDUIT RISER
RUBBER CAP
STANDOFF BRACKET (WITH
THROUGH BOLT)
(TYP.)
EXISTING WOOD
UTILITY POLE
CABLE STORAGE RACK
(WHERE REQUIRED)
(SEE DETAIL BELOW)
ADJUSTABLE DEADEND CLEVIS
ASSEMBLY FOR GUYING
10'
(TYP.)8'
MIN.
24"-36"
6"
FIBER OPTIC CABLE COILED
IN BOX
7" MIN.
CLEARANCE
NEW OR
EXISTING
CONDUIT
5' MIN.FIBER OPTIC CABLE
MESSENGER
FIBER OPTIC CABLE
MESSENGER
TO POLE
CABLE
CABLE
SPIRAL PER FOOT COUNTERCLOCKWISE.
FIBER OPTIC CABLES WITH OR
WITHOUT OTHER CABLES
AERIAL SPLICE BRACKET
AERIAL SPLICE BRACKET
PER FOOT CLOCKWISE AND ONE 360°
LASHING WIRE WITH ONE 360° SPIRAL
ALUMINUM
WRAPPING TAPE
BOX
SCALE:
RISER
DETAIL
NTS
1
SCALE:
TYPICAL STRAND STORAGE
DETAIL
NTS
2
FOR FIBER OPTIC CABLES
SCALE:
FIBER OPTIC INSTALLATION
DETAIL
NTS
5NOTES
1.BRACKET RADIUS SHALL BE LARGER THAN CABLE MANUFACTURERS MINIMUM BEND
RADIUS FOR LONG ERM STORAGE OF LARGEST CABLE DIAMETER.
2.ALL FIBER TRUNK CABLE SHALL BE DOUBLE LASHED. DROP CABLE MAY BE SINGLE
LASHED.
SCALE:
AERIAL SLACK BRACKET
DETAIL
NTS
3
SCALE:
TYPICAL CABLE LASHING
DETAIL
NTS
4
DOUBLE LASHING
24" OR GREATER
BEND RADIUS
C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.15PLOTTED: Nov 16, 2021-01:59:45pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
R ERSGEITE D
METRO PROJECT ENGINEER
RENTON SEGMENT
POLE SCHEDULE TABLE
1I2.15
438
M. POWERS
X. LIU
S. RAHMAN
PSE POLE #PROPOSED
RISER HEIGHT (FT)
PROPOSED
MESSENGER CABLE
ATTACHMENT
HEIGHT (FT)
316392 166291 TBD TBD
316363 166291 TBD TBD
*TBD TBD
316310 166288 TBD TBD
316278 166288 TBD TBD
316251 166288 TBD TBD
316221 166288 TBD TBD
316211 166288 TBD TBD
316190 166288 TBD TBD
316162 166276 TBD TBD
316142 166286 TBD TBD
316119 166285 TBD TBD
316619 166285 TBD TBD
316099 166285 TBD TBD
316099 166285 TBD TBD
316070 166284 TBD TBD
*TBD TBD
316031 166284 TBD TBD
316019 166284 TBD TBD
316029 166284 TBD TBD
POLE SCHEDULE:
PROPOSED ATTACHMENT HEIGHTS FOR AERIAL FIBER OPTIC INSTALLATION
NOTES
1.AERIAL INSTALLATION OF FIBER OPTIC CABLE SHALL BE COMPLETED IN ACCORDANCE WITH NESC STANDARDS FOR AERIAL
INSTALLATION OF COMMUNICATION CABLES.
*MISSING TAG
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.N1PLOTTED: Nov 05, 2021-11:55:38am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
LEGEND:
ROADWAY LUMINAIRE AND POLE
PEDESTRIAN LUMINAIRE AND POLE
CONDUIT
NEWEXISTING
JUNCTION BOX
RENTON SEGMENT
ILLUMINATION GENERAL NOTES,
CONSTRUCTION NOTES AND LEGEND
1L1.N1
X. CHEN
W. DING
X. ZHANG
SERVICE CABINET
INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER
CITY OF RENTON STANDARD PLAN 117.1.
1
2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
3 REPLACE EXISTING LUMINAIRE ON THE EXISTING POLE.
4
INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.5
6 SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS.
REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE
AND ASSOCIATED WIRING.
7 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND
PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1.
CONSTRUCTION NOTES
8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED
FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2.
9 INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX.
10 SPLICE NEW LIGHTING CONDUCTORS WITH EXISTING LIGHTING CONDUCTORS IN
EXISTING JUNCTION BOX.
GENERAL NOTES
1.ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM
CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2.ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE.
3.ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA
STANDARDS (I. E. JUNCTION BOXES SHALL HAVE NON- SKID LIDS).
4.ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE
- INSTALLED TO CURRENT STANDARDS.
5.SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
6.ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION
BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO
COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS
MAINTENANCE REPRESENTATIVE.
7.MINIMUM GROUND WIRE SIZE SHALL BE # 8. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN # 8, THE MINIMUM GROUND WIRE SIZE
SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS.
8.EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING
& GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE.
9.IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE
SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A
GROUND LUG A # 8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG.
10.THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM SHALL MEET THE REQUIREMENTS OF CITY OF RENTON STANDARD PLAN 119.
11.THE CONSTRUCTION PLANS DO NOT SHOW ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL INVESTIGATE UTILITIES PRIOR TO ANY
FOUNDATION EXCAVATION AND CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. HAND DIGGING MAY BE
REQUIRED IN AREAS WHERE EXISTING UNDERGROUND UTILITIES CONFLICT WITH POLE FOUNDATION INSTALLATION. ALL EXISTING UTILITIES
SHALL BE LOCATED AND MARKED IN THE FIELD BEFORE PERFORMING ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN
EXCAVATING, TRENCHING, OR BORING NEAR ANY EXISTING UTILITIES. UTILITY COMPANIES SHALL BE CONTACTED THROUGH THE ENGINEER
IF PROPOSED CONSTRUCTION CONFLICTS WITH ANY EXISTING UTILITIES. ALL EXISTING UTILITY INFRASTRUCTURE TO BE PROTECTED AT
ALL TIMES THROUGHOUT CONSTRUCTION.
12.ALL CONDUIT ROUTES SHOWN IN PLANS ARE TO BE FIELD VERIFIED. CONDUIT ROUTES ARE SHOWN SCHEMATICALLY.
13.NEW POLE LOCATIONS SHALL BE APPROVED BY THE ENGINEER BEFORE EXCAVATION WORK BEGINS.
14.EXISTING ROADWAY ILLUMINATION SYSTEMS WITHIN THE PACKAGE LIMITS WILL BE MAINTAINED AND PROTECTED UNLESS OTHERWISE
NOTED ON THESE PLANS.
15.LIGHT POLES IN CITY OF RENTON RIGHT-OF-WAY WILL BE LOCATED ACCORDING TO CITY OF RENTON STANDARD PLANS 117.1, 117.2 AND 124.
X LUMINAIRE POLE NUMBER
439
18+29
17+0018+0010+00
11+00 12+00 13+00
14+00
192305-9101192305-9102 192305-9103
192305-9032 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.05PLOTTED: Nov 05, 2021-11:42:31am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'LAKE AVE S(LAK-LINE)S GRADY WAY
(GRA-LINE)
INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER
CITY OF RENTON STANDARD PLAN 117.1.
2
1
2
3
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
1
2 1
2
1 3
3 REPLACE EXISTING LUMINAIRE ON EXISTING POLE.
2 4 1 2 5 1
6 3 7 3
WIRING SCHEDULE
CONDUIT WIRE
SPAN OR
CONDUIT SIZE
EXISTING
CONDUCTORS
STREET
LIGHTING
PEDESTRIAN
LIGHTING GROUND NOTES
1
2" PVC 2/C#10 1-#6
2" PVC STUBOUT 1' FROM EDGE OF CONCRETE
FOUNDATION, CAP FOR FUTURE USE
2
2" PVC 2-#6 1-#6
2" PVC SPARE
3
2" PVC 4-#6 1-#6
2" PVC SPARE
RENTON SEGMENT
LIGHTING PLAN
GRA 10+00 TO GRA 14+00
1L1.05
440
X. CHEN
W. DING
X. ZHANG
4 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE
AND ASSOCIATED WIRING.
4
4
CONSTRUCTION NOTES
NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS.
3.SEE SHEET 1L2.01 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 FOR POLE SCHEDULES.
3
EX. ROW
EX. ROW
14+00 15+00 16+00
17+00
18+00
19+00
192305-9043
192305-9096
192305-9032 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.06PLOTTED: Nov 05, 2021-11:43:05am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
S GRADY WAY
SHATTUCK AVE S(GRA-LINE)
8 1
INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER
CITY OF RENTON STANDARD PLAN 117.1.
1
2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
3 REPLACE EXISTING LUMINAIRE ON THE EXISTING POLE.
5
RENTON SEGMENT
LIGHTING PLAN
GRA 14+00 TO GRA 19+00
1L1.06
441
X. CHEN
W. DING
X. ZHANG
4
INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.
9 1
5 10 7
2
11 72
13 3
14 3
WIRING SCHEDULE
CONDUIT WIRE
SPAN OR CONDUIT
SIZE
EXISTING
CONDUCTORS
STREET
LIGHTING
PEDESTRIAN
LIGHTING GROUND NOTES
1
2" PVC 2/C#10 1-#6
2" PVC STUBOUT 1' FROM EDGE OF CONCRETE
FOUNDATION, CAP FOR FUTURE USE
3
2" PVC 4-#6 1-#6
2" PVC SPARE
5
3" PVC 4-#6 1-#6
3" PVC SPARE
6
2" PVC 2/C#10 2/C#10 1-#6
2" PVC STUBOUT 1' FROM EDGE OF CONCRETE
FOUNDATION, CAP FOR FUTURE USE
7
2" PVC 4-#6 4-#6 1-#6
2" PVC SPARE
8
2" PVC 2-#6 2-#6 1-#6
2" PVC SPARE
12 3
5
46
6 SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS.
REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE
AND ASSOCIATED WIRING.
7 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND
PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1.
CONSTRUCTION NOTES
NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS.
3.SEE SHEET 1L2.01 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 FOR POLE SCHEDULES.
5.SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES.
13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED.
RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO
PRECONSTRUCTION CONDITION.
13
EX. ROW
EX. ROW
EX. ROW
EX. ROW
19+00
20+00
21+00 22+00 23+00
24+00
F
F
192305-9070
192305-9023
192305-9070 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.07PLOTTED: Nov 05, 2021-11:45:25am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
2
15
S GRADY WAY
(GRA-LINE)
RENTON SEGMENT
LIGHTING PLAN
GRA 19+00 TO GRA 24+00
1L1.07
442
X. CHEN
W. DING
X. ZHANG
INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND
PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1.
7
8
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
7
WIRING SCHEDULE
CONDUIT WIRE
SPAN OR
CONDUIT SIZE
EXISTING
CONDUCTORS
STREET
LIGHTING
PEDESTRIAN
LIGHTING GROUND NOTES
4 2" PVC 2/C#10 1-#6
6
2" PVC 2/C#10 2/C#10 1-#6
2" PVC STUBOUT 1' FROM EDGE OF CONCRETE
FOUNDATION, CAP FOR FUTURE USE
7
2" PVC 4-#6 4-#6 1-#6
2" PVC SPARE
8
2" PVC 2-#6 2-#6 1-#6
2" PVC SPARE
10
2" PVC 4-#6 1-#6
2" PVC SPARE
11
2" PVC 2-#6 1-#6
2" PVC SPARE
2 16 7 2 17 7 2 18 7
2 19 8
INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED
FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2.
2
2
20 8
22 8
2
23 82
213
REPLACE EXISTING LUMINAIRE ON EXISTING POLE.3
CONSTRUCTION NOTES
NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS.
3.SEE SHEET 1L2.01 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 FOR POLE SCHEDULES.
4
4
REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE
AND ASSOCIATED WIRING.
4
EX. ROW
EX. ROW
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00915460-0005 915460-0010
192305-
9
0
2
3
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.08PLOTTED: Nov 05, 2021-11:45:58am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'S GRADY WAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)RENTON SEGMENT
LIGHTING PLAN
GRA 24+00 TO TAL-B 14+00
1L1.08
443
X. CHEN
W. DING
X. ZHANG
2
5
1 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER
CITY OF RENTON STANDARD PLAN 117.1.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.
SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS.6
7
24 7
28
5
6
5
5
12
29 1
5
4 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE
AND ASSOCIATED WIRING.
INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND
PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1.
25 7
2
3 REPLACE EXISTING LUMINAIRE ON EXISTING POLE.
3
4
2
271
WIRING SCHEDULE
CONDUIT WIRE
SPAN OR
CONDUIT SIZE
EXISTING
CONDUCTORS
STREET
LIGHTING
PEDESTRIAN
LIGHTING GROUND NOTES
1
2" PVC 2/C#10 1-#6
2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE
3
2" PVC 4-#6 1-#6
2" PVC SPARE
5
3" PVC 4-#6 1-#6
3" PVC SPARE
6
2" PVC 2/C#10 2/C#10 1-#6
2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE
7
2" PVC 4-#6 4-#6 1-#6
2" PVC SPARE
10
2" PVC 4-#6 1-#6
2" PVC SPARE
14
2" PVC 4-#6 2-#6 1-#6
2" PVC SPARE
18
3" PVC 4-#6 4-#6 1-#6
3" PVC SPARE
20 EX 1"2-#6*2/C#10 1-#6 *REMOVE
INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX.9
926
CONSTRUCTION NOTES
NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND
WIRING AT THE INTERSECTIONS.
3.SEE SHEET 1L2.02 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 FOR POLE SCHEDULES.
5.SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST
ARM POLES.
2
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED.
RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO
PRECONSTRUCTION CONDITION.
13
13
13
13
13
13
13
EX. ROW
EX. ROW
EX. ROW
EX. ROW
14+00
15+00
16+00
17+00
18+00
192305-9094
202305-9007
192305
-
9
0
2
3
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.09PLOTTED: Nov 05, 2021-11:46:28am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-B-LINE)
RENTON SEGMENT
LIGHTING PLAN
TAL-B 14+00 TO TAL-B 18+50
1L1.09
444
X. CHEN
W. DING
X. ZHANG
2
5
1 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER
CITY OF RENTON STANDARD PLAN 117.1.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.
9
4 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE
AND ASSOCIATED WIRING.
INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX.
5
30
2 1
31
2
1
32
2
1
33 51
34 21
9
4
4
WIRING SCHEDULE
CONDUIT WIRE
SPAN OR
CONDUIT SIZE
EXISTING
CONDUCTORS
STREET
LIGHTING
PEDESTRIAN
LIGHTING GROUND NOTES
1
2" PVC 2/C#10 1-#6
2" PVC STUBOUT 1' FROM EDGE OF CONCRETE
FOUNDATION, CAP FOR FUTURE USE
2
2" PVC 2-#6 1-#6
2" PVC SPARE
3
2" PVC 4-#6 1-#6
2" PVC SPARE
5
3" PVC 4-#6 1-#6
3" PVC SPARE
20 EX 1"2-#6*2/C#10 1-#6 *REMOVE
CONSTRUCTION NOTES
NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS.
3.SEE SHEET 1L2.02 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 FOR POLE SCHEDULES.
13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED.
RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO
PRECONSTRUCTION CONDITION.
13
13
13
EX. ROW
EX. ROW
19+00 20+00 21+00 22+00 23+00
202305-9008
192305-9001 723160-0595C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.10PLOTTED: Nov 05, 2021-11:52:00am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
I
-405
SB
OFF
-RAMP
(TAL-B-LINE)S RENTON VILLAGE PLRENTON SEGMENT
LIGHTING PLAN
TAL-B 18+50 TO TAL-B 23+50
1L1.10
445
X. CHEN
W. DING
X. ZHANG
2
1 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER
CITY OF RENTON STANDARD PLAN 117.1.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
3 REPLACE EXISTING LUMINAIRE ON EXISTING POLE.
1 236 1
2
37
335
WIRING SCHEDULE
CONDUIT WIRE
SPAN OR
CONDUIT SIZE
EXISTING
CONDUCTORS
STREET
LIGHTING
PEDESTRIAN
LIGHTING GROUND NOTES
1
2" PVC 2/C#10 1-#6
2" PVC STUBOUT 1' FROM EDGE OF CONCRETE
FOUNDATION, CAP FOR FUTURE USE
2
2" PVC 2-#6 1-#6
2" PVC SPARE
3
2" PVC 4-#6 1-#6
2" PVC SPARE
CONSTRUCTION NOTES
NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS.
3.SEE SHEET 1L2.01 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 FOR POLE SCHEDULES.
14
14 DISTRIBUTION JUNCTION BOX. SEE SIGNAL DRAWINGS FOR DETAILS.
EX. ROW
EX. ROW
33+00 34+00 35+00 36+00 37+00 38+00
722200-0250
722200-0010
722200-0245
C:\pw_workdir\den003\jeg_ex-dingw\d0601389\1 L1.01.dwg | Layout: 1L1.11PLOTTED: Nov 17, 2021-04:14:47pm By SeaComXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE)
RENTON SEGMENT
LIGHTING PLAN
TAL-B 33+00 TO TAL-B 38+00
1L1.11
446
X. CHEN
W. DING
X. ZHANG
EX. ROW
EX. ROW
NOTES
1.NO WORK ON THIS SHEET.
24+00 25+00 26+00 27+00 28+00
29+00
7229
2
8-
0
1
0
0
7222
0
0-
0
1
6
3
8557
0
0-
0
1
4
0
855700-0010 8557
0
0-
0
0
2
0
3023
0
5-
9
0
7
3
C:\pw_workdir\den003\jeg_ex-dingw\d0601389\1 L1.01.dwg | Layout: 1L1.12PLOTTED: Nov 17, 2021-04:12:39pm By SeaComXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S S 23RD
ST
(TAL-21-LINE)TALBOT CREST DR SRENTON SEGMENT
LIGHTING PLAN
TAL-21 24+00 TO TAL-21 29+00
1L1.12
447
X. CHEN
W. DING
X. ZHANG
EX. ROW
EX. ROW
NOTES
1.NO WORK ON THIS SHEET.
54+00 55+00 56+00 57+00 58+00
59+00
302305-9029
302305-9116302305-9114
302305-9115
302305-9030
302305-9019
948575-TRC
T
C:\pw_workdir\den003\jeg_ex-dingw\d0601389\1 L1.01.dwg | Layout: 1L1.13PLOTTED: Nov 17, 2021-04:10:22pm By SeaComXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)S 32ND STRENTON SEGMENT
LIGHTING PLAN
TAL-21 54+00 TO TAL-21 59+00
1L1.13
448
X. CHEN
W. DING
X. ZHANG
EX. ROW
EX. ROW
NOTES
1.NO WORK ON THIS SHEET.
71+00 72+00 73+00 74+00 75+00 76+00
855860-0035 855860-0040
302305-9040
302305-9044
855860-0125 855860-0130 855860-0135
302305-9109 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.14PLOTTED: Nov 05, 2021-11:56:29am By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE)
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN
J-40.10-04.
INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW
LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1.
1
2
NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT,
AND WIRING DETAILS AT BUS STATION.
3.SEE SHEET 1L2.03 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES.
43 1
2
RENTON SEGMENT
LIGHTING PLAN
TAL-21 71+00 TO TAL-21 76+00
1L1.14
449
X. CHEN
W. DING
X. ZHANG
1
WIRING SCHEDULE
CONDUIT WIRE
SPAN OR CONDUIT
SIZE
EXISTING
CONDUCTORS STREET LIGHTING PEDESTRIAN
LIGHTING GROUND NOTES
1
2" PVC 2/C#10 1-#6
2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE
2
2" PVC 2-#6 1-#6
2" PVC SPARE
#
44 3
REPLACE EXISTING LUMINAIRE ON THE EXISTING POLE.3
CONSTRUCTION NOTES
2
2
12
SERVICE CABINET. SEE 1L2.08 FOR SERVICE PANEL DETAILS.12
EX. ROW
EX. ROW
86+00 87+00 88+00 89+00 90+00 91+00
FF76168
0
-
0
0
3
0
76168
0
-
0
0
1
0
88576
7
-
0
0
2
0
31230
5
-
9
1
3
4
312305-9025 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.15PLOTTED: Nov 05, 2021-11:57:18am By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-21-LINE)
45 8
2
46 8
5
47 8
2
488
5 2
49 1
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
CONSTRUCTION NOTES
INSTALL NEW STREET LIGHT POLE AND FOUNDATION PER CITY OF RENTON
STANDARD PLAN 117.1.
1
2
4
RENTON SEGMENT
LIGHTING PLAN
TAL-21 86+00 TO TAL-21 91+00
1L1.15
450
X. CHEN
W. DING
X. ZHANG
4
4
4
4
12
11
16
REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM,
LUMINAIRE AND ASSOCIATED WIRING.
5
12
SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS.6
INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.
NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING
DETAILS AT BUS STATION.
3.SEE SHEET 1L2.03 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES.
WIRING SCHEDULE
CONDUIT WIRE
SPAN OR
CONDUIT SIZE
EXISTING
CONDUCTORS STREET LIGHTING PEDESTRIAN
LIGHTING GROUND NOTES
1
2" PVC 2/C#10 1-#6
2" PVC STUBOUT 1' FROM EDGE OF CONCRETE
FOUNDATION, CAP FOR FUTURE USE
2
2" PVC 2-#6 1-#6
2" PVC SPARE
4 2" PVC 2/C#10 1-#6
11
2" PVC 2-#6 1-#6
2" PVC SPARE
12
3" PVC 4-#6 1-#6
3" PVC SPARE
16
2" PVC 2-#6 4-#6 1-#6
2" PVC SPARE
#
16
16
12 11
INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY
OF RENTON STANDARD PLAN 117.2.
8
DISTRIBUTION JUNCTION BOX. SEE ELECTRICAL DRAWINGS FOR DETAILS.11
SERVICE CABINET. SEE 1L2.08 FOR SERVICE PANEL DETAILS.12
13
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED.
RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO
PRECONSTRUCTION CONDITION.
13
EX. ROW
EX. ROW
32
+
0
0
33+0
0
34+00 35+00
36+00
3
2
2
3
0
5
-
9
0
8
1
3
2
2
3
0
5
-
9
1
5
6
3
2
2
3
0
5
-
9
0
7
9 32230
5
-
9
0
7
9
C:\pw_workdir\den003\jeg_ex-dingw\d0601389\1 L1.10.dwg | Layout: 1L1.16PLOTTED: Nov 17, 2021-05:13:27pm By SeaComXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
SE CARR RDMILL AVE SWELLS AVE S(CAR-LINE)
RENTON SEGMENT
LIGHTING PLAN
CAR 32+00 TO CAR 36+50
1L1.16
451
X. CHEN
W. DING
X. ZHANG
EX. ROW
EX. ROW
NOTES
1.NO WORK ON THIS SHEET.
43+00
44+00
45+00 46+00
47+00
322305-9299
322305-9053
322305-9237
322305-9299
322305-9040
292305-9151
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.17PLOTTED: Nov 05, 2021-11:59:53am By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
SE CARR RD
105TH PL SE(CAR-LINE)
RENTON SEGMENT
LIGHTING PLAN
CAR 42+50 TO CAR 47+50
1L1.17
452
X. CHEN
W. DING
X. ZHANG
ROUTI
N
G
C
H
A
N
G
E
D
EX. ROW
EX. ROW
60% TO BE SUBMITTED AT A LATER DATE
48+00
49+00
50+00 51+00
52+00
322305-9063 29230
5
-
9
1
5
8
29230
5
-
9
1
9
8
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.18PLOTTED: Nov 05, 2021-12:00:34pm By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'106TH PL SESE CARR RD
(CAR-LINE)106TH PL SERENTON SEGMENT
LIGHTING PLAN
CAR 47+50 TO CAR 52+50
1L1.18
453
X. CHEN
W. DING
X. ZHANG
ROUTI
N
G
C
H
A
N
G
E
D
EX. ROW
EX. ROW
60% TO BE SUBMITTED AT A LATER DATE
0+00
1+00 2+00 3+00 4+00
54+10
53+0054+00292305-9198 322305-9063 322305-9063322305-9120
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.19PLOTTED: Nov 05, 2021-12:01:14pm By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'SE CARR RDSE PETROVITSKY RD108TH AVE SE (SR 515)
(108TH-LINE)(CAR-LINE)BENSON DR S
(SR 515)
RENTON SEGMENT
LIGHTING PLAN
CAR 52+50 TO 108TH 4+00
1L1.19
454
X. CHEN
W. DING
X. ZHANG
ROUTI
N
G
C
H
A
N
G
E
D
EX. ROW
EX. ROW
EX. ROW
60% TO BE SUBMITTED AT A LATER DATE
13+00 14+00 15+00 16+00 17+00 18+00
322305-9106
074090-0120
074050-0005 074090-0110 322305-9361 322305-9065
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.21PLOTTED: Nov 05, 2021-12:01:54pm By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
LIGHTING PLAN
108TH 13+00 TO 108TH 18+00
1L1.21
455
X. CHEN
W. DING
X. ZHANG
ROUTI
N
G
C
H
A
N
G
E
D
EX. ROW
EX. ROW
EX. ROW
60% TO BE SUBMITTED AT A LATER DATE
28+00 29+00 30+00 31+00 32+00 33+00
F
F
322305-9070
322305-9082
911710-0160
322305-9135
322305-9111 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.22PLOTTED: Nov 05, 2021-12:02:35pm By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
CONSTRUCTION NOTES
2
5
RENTON SEGMENT
LIGHTING PLAN
108TH 28+00 TO 108TH 33+00
1L1.22
456
X. CHEN
W. DING
X. ZHANG
WIRING SCHEDULE
CONDUIT WIRE
SPAN OR CONDUIT
SIZE
EXISTING
CONDUCTORS STREET LIGHTING PEDESTRIAN
LIGHTING GROUND NOTES
4 2" PVC 2/C#10 1-#6
10
2" PVC 4-#6 1-#6
2" PVC SPARE
11
2" PVC 2-#6 1-#6
2" PVC SPARE
12
3" PVC 4-#6 1-#6
3" PVC SPARE
718
5
72 8
2
698 2 70 8
2
4 4
4
4
11
11 10
INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.
NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING
DETAILS AT BUS STATION.
3.SEE SHEET 1L2.04 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES.
5.SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES.
6
5
10
8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED
FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2.
6 SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS.
12
#
13
13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED.
RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO
PRECONSTRUCTION CONDITION.
EX. ROW
EX. ROW
52+00 53+00 54+00 55+00 56+00 57+00
F
322305-9035
662340-0101 662340-0107
662340-0170 662340-0183 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.23PLOTTED: Nov 05, 2021-12:03:20pm By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENTSEE VOLUME 2
FOR CITY OF KENT
IMPROVEMENTS
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
CONSTRUCTION NOTES
2
8
RENTON SEGMENT
LIGHTING PLAN
108TH 52+00 TO 108TH 57+00
1L1.23
457
X. CHEN
W. DING
X. ZHANG
WIRING SCHEDULE
CONDUIT WIRE
SPAN OR CONDUIT
SIZE
EXISTING
CONDUCTORS STREET LIGHTING PEDESTRIAN
LIGHTING GROUND NOTES
4 2" PVC 2/C#10 1-#6
10
2" PVC 4-#6 1-#6
2" PVC SPARE
11
2" PVC 2-#6 1-#6
2" PVC SPARE
738
2 748
2
4
4
11 10
INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY OF
RENTON STANDARD PLAN 117.2.
NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING
DETAILS AT BUS STATION.
3.SEE SHEET 1L2.04 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES.#
11 DISTRIBUTION JUNCTION BOX. SEE ELECTRICAL DRAWINGS FOR DETAILS.
11
EX. ROW
EX. ROW
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.01PLOTTED: Nov 05, 2021-12:25:32pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
RENTON SEGMENT
LIGHTING WIRING SCHEMATICS
1L2.01
458
X. CHEN
W. DING
X. ZHANG
LAKE AVE SS GRADY WAY
2-#6 (A)
1-#6 GND
2/C#10 (A)
1-#6 GND
2/C#10 (B)
1-#6 GND
4-#6 (A/B)
1-#6 GND
4-#6 (A/B)
1-#6 GND
3-#6 (A/B)
1-#6 GND
4-#6 (A/B)
4-#6 (C/D)
1-#6 GND
SHATTUCK AVE S2/C#10 (A)
1-#6 GND
2/C#10 (B)
1-#6 GND
4-#6 (A/B)
1-#6 GND
2/C#10 (A)
1-#6 GND
2/C#10 (B)
1-#6 GND
2/C#10 (A)
2/C#10 (C)
1-#6 GND
4-#6 (A/B)
4-#6 (C/D)
1-#6 GND
2/C#10 (B)
2/C#10 (D)
1-#6 GND
2/C#10 (A)
2/C#10 (C)
1-#6 GND
2-#6 (A)
2-#6 (C)
1-#6 GND
4-#6 (A/B)
4-#6 (C/D)
1-#6 GND
PROPOSED SERVICE POINT
SERVICE CABINET
I-405 SB OFF-RAMPS RENTON VILLAGE PL2/C#10 (A)
1-#6 GND2/C#10 (B)
1-#6 GND
TALBOT RD S
2-#6 (B)
1-#6 GND
2 3 4 5 8 9 10 11 15
36
SCALE:
WIRING SCHEMATIC
TABLOT RD S/S RENTON VILLAGE PL
1L1.10
NTS
SCALE:
WIRING SCHEMATIC
S GRADY WAY
1L1.05, 1L1.06, 1L1.07
NTS
37
4-#6 (A/B)
1-#6 GND
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.02PLOTTED: Nov 05, 2021-12:25:55pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
WIRING SCHEMATIC
TABLOT RD S
1 L1.07, 1 L1.08, 1 L1.09
NTS
RENTON SEGMENT
LIGHTIN WIRING SCHEMATICS
1L2.02
459
X. CHEN
W. DING
X. ZHANG
S GRADY WAY
2/C#10 (B)
2/C#10 (D)
1-#6 GND
2-#6 (B)
2-#6 (D)
1-#6 GND
TALBOT RD S2/C#10 (A)
2/C#10 (C)
1-#6 GND
2/C#10 (B)
2/C#10 (D)
1-#6 GND
2/C#10 (C)
1-#6 GND
2/C#10 (D)
1-#6 GND
4-#6 (A/B)
4-#6 (C/D)
1-#6 GND
4-#6 (A/B)
4-#6 (C/D)
1-#6 GND
4-#6 (A/B)
4-#6 (C/D)
1-#6 GND
4-#6 (A/B)
4-#6 (C/D)
1-#6 GND
4-#6 (A/B)
4-#6 (C/D)
1-#6 GND
PROPOSED SERVICE POINT
SERVICE CABINET
2/C#10 (D)
1-#6 GND
2/C#10 (C)
1-#6 GND2-#6 (D)
1-#6 GND
4-#6 (C/D)
1-#6 GND
2/C#10 (B)
2/C#10 (D)
1-#6 GND
4-#6 (A/B)
4-#6 (C/D)
1-#6 GND
4-#6 (A/B)
2#6 (C/D)
1-#6 GND
4-#6 (A/B)
1-#6 GND
2/C#10 (A)
2/C#10 (C)
1-#6 GND
4-#6 (A/B)
1-#6 GND
4-#6 (A/B)
1-#6 GND
TALBOT RD S2/C#10 (B)
1-#6 GND
2/C#10 (A)
1-#6 GND
16 17 18
19 20
2/C10 (B)
1-#6 GND
22 23
24
4-#6 (A/B)
4-#6 (C/D)
1-#6 GND
25
27
4-#6 (A/B)
1-#6 GND
4-#6 (A/B)
1-#6 GND
4-#6 (A/B)
1-#6 GND
33
34
2/C#10 (B)
1-#6 GND
2-#6 (B)
1-#6 GND
28
4-#6 (A/B)
1-#6 GND
2/C#10 (A)
1-#6 GND
29
4-#6 (A/B)
1-#6 GND
4-#6 (A/B)
1-#6 GND
2/C#10 (B)
1-#6 GND
30
4-#6 (A/B)
1-#6 GND
2/C#10 (A)
1-#6 GND
31
32
2/C#10 (B)
1-#6 GND
2-#6 (B)
1-#6 GND
SCALE:
4-#6 (A/B)
1-#6 GND
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.03PLOTTED: Nov 05, 2021-12:26:15pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
RENTON SEGMENT
LIGHTING WIRING SCHEMATICS
1L2.03
460
X. CHEN
W. DING
X. ZHANG
TABLOT RD S
WIRING SCHEMATIC
TABLOT RD S/S 37TH ST
1 L1.14
NTS
PSE SERVICE POLE S 37TH STWIRING SCHEMATIC
TABLOT RD S
1 L1.15
NTS
TABLOT RD S
2-#6 (A)
1-#6 GND
2/C#10 (A)
1-#6 GND
2-#6 (A)
1-#6 GND
2/C#10 (C)
1-#6 GND
2/C#10 (C)
1-#6 GND
2/C#10 (D)
1-#6 GND
2/C#10 (D)
1-#6 GND
2/C#10 (A)
1-#6 GND
2-#6 (C)
1-#6 GND
4-#6 (C/D)
1-#6 GND
2-#6 (A)
4-#6 (C/D)
1-#6 GND
2-#6 (A)
1-#6 GND
45 46
49
4847
SCALE:SCALE:
2-#6 (A)
4-#6 (C/D)
1-#6 GND
2-#6 (A)
4-#6 (C/D)
1-#6 GND
DISTRIBUTION
JUNCTION BOX
43
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.04PLOTTED: Nov 05, 2021-12:26:35pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
RENTON SEGMENT
LIGHTING WIRING SCHEMATICS
1L2.04
461
X. CHEN
W. DING
X. ZHANG
WIRING SCHEMATIC
108TH AVE SE/SE 186TH ST
1 L1.22
NTS
4-#6 (C/D)
1-#6 GND
2-#6 (C)
1-#6 GND
4-#6 (C/D)
1-#6 GND
2-#6 (D)
1-#6 GND
4-#6 (C/D)
1-#6 GND
2/C#10 (C)
1-#6 GND
2/C#10 (D)
1-#6 GND
2/C#10 (D)
1-#6 GND
2/C#10 (C)
1-#6 GND
SCALE:
WIRING SCHEMATIC
108TH AVE SE/SE 192ND ST
1 L1.23
NTS
2-#6 (C)
1-#6 GND
2/C#10 (C)
1-#6 GND 2/C#10 (D)
1-#6 GND
7473
72
7069
71
108TH AVE SE (SR 515)
108TH AVE SE (SR 515)SE 192ND STSE 186TH STSCALE:
SCALE:
4-#6 (C/D)
1-#6 GND
DISTRIBUTION
JUNCTION BOX
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.05PLOTTED: Nov 05, 2021-12:26:54pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
RENTON SEGMENT
POLE AND FIXTURE SCHEDULE
1L2.05
462
X. CHEN
W. DING
X. ZHANG
POLE AND FIXTURE SCHEDULE
LUMINAIRE
POLE NO.STREET NAME POWER SOURCE VOLTAGE CIRCUIT NO.
LOCATION
POLE TYPE POLE
ORIENTATION
HANDHOLE
ORIENTATION BASE TYPE FOUNDATION
TYPE
LUMINAIRE
BRACKET
ARM LENGTH (FT)
LUMINARE TYPE -
DISTRIBUTION - WATT
FIXTURE MODEL
(OR APPROVED EQUAL)
FIXTURE MOUNTING
HEIGHT (FT)CABINET #POLE ID
NO.
GPS
COORDINATES
(LAT./LONG.)
REMARKS
STATION OFFSET
(LT/RT)
1 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 204W LED ATB2 60BLEDE10 XXXXX R3 4K/5K EXISTING
2 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STEEL STREET LIGHT, SEE
NOTE 3 270 90 FIXED STEEL STREET LIGHT, SEE NOTE 1 8 ROADWAY, TYPE III, 100W LED CYCLONE DOMIA
CY55P1A-FGC-3-100W-4K 20
3 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 B STEEL STREET LIGHT, SEE
NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 60W LED CYCLONE DOMIA
CY55P1A-FGC-3-60W-4K 20
4 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STEEL STREET LIGHT, SEE
NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 60W LED CYCLONE DOMIA
CY55P1A-FGC-3-60W-4K 20
5 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 B STEEL STREET LIGHT, SEE
NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 60W LED CYCLONE DOMIA
CY55P1A-FGC-3-60W-4K 20
6 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 198W LED ATB2 40BLEDE15 XXXXX R3 4K/5K EXISTING
7 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 254W LED ATB2 60BLEDE13 XXXXX R3 4K/5K EXISTING
8 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STEEL STREET LIGHT, SEE
NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 60W LED CYCLONE DOMIA
CY55P1A-FGC-3-60W-4K 20
9 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 B STEEL STREET LIGHT, SEE
NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 100W LED CYCLONE DOMIA
CY55P1A-FGC-3-100W-4K 20
10
S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STEEL STREET LIGHT, SEE
NOTE 3 0
180
FIXED STEEL STREET LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III, 80W LED CYCLONE DOMIA
CY55P1A-FGC-3-80W-4K 20
S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C PED LIGHT, SEE NOTE 4 180 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
11
S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 B STEEL STREET LIGHT, SEE
NOTE 3
0
180
FIXED
STEEL STREET LIGHT, SEE NOTE 1
6 ROADWAY, TYPE III, 80W LED CYCLONE DOMIA
CY55P1A-FGC-3-80W-4K 20
S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 D 180 FIXED 2 PEDESTRIAN, TYPE III, 40W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
12 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 254W LED ATB2 60BLEDE13 XXXXX R3 4K/5K EXISTING
13 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 198W LED ATB2 40BLEDE15 XXXXX R3 4K/5K EXISTING
14 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 254W LED ATB2 60BLEDE13 XXXXX R3 4K/5K EXISTING
15
S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STEEL STREET LIGHT, SEE
NOTE 3
0
180
FIXED
STEEL STREET LIGHT, SEE NOTE 1
10 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA
CY55P1A-FGC-3-200W-4K 35
S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C 180 FIXED 2 PEDESTRIAN, TYPE III, 40W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
16
S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE
NOTE 3
0
180
FIXED
STEEL STREET LIGHT, SEE NOTE 1
10 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA
CY55P1A-FGC-3-200W-4K 35
S GRADY WAY S GRADY WAY/TALBOT RD S 240 D 180 FIXED 2 PEDESTRIAN, TYPE III, 40W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
17
S GRADY WAY S GRADY WAY/TALBOT RD S 240 A STEEL STREET LIGHT, SEE
NOTE 3
0
180
FIXED
STEEL STREET LIGHT, SEE NOTE 1
10 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA
CY55P1A-FGC-3-200W-4K 35
S GRADY WAY S GRADY WAY/TALBOT RD S 240 C 180 FIXED 2 PEDESTRIAN, TYPE III, 40W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
18
S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE
NOTE 3
0
180
FIXED
STEEL STREET LIGHT, SEE NOTE 1
6 ROADWAY, TYPE III, 140W LED CYCLONE DOMIA
CY55P1A-FGC-3-140W-4K 35
S GRADY WAY S GRADY WAY/TALBOT RD S 240 D 180 FIXED 2 PEDESTRIAN, TYPE III, 40W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
19 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
20 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 20W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-20W-4K 16.5
21 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 204W LED ATB2 60BLEDE10 XXXXX R3 4K/5K EXISTING
22 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 80W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-80W-4K 16.5
23 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 60W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-60W-4K 16.5
24
S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE
NOTE 3
45
225
FIXED
STEEL STREET LIGHT, SEE NOTE 1
6 ROADWAY, TYPE III, 140W LED CYCLONE DOMIA
CY55P1A-FGC-3-140W-4K 35
S GRADY WAY S GRADY WAY/TALBOT RD S 240 D 225 FIXED 2 PEDESTRIAN, TYPE III, 40W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
NOTES:
1. SEE SHEET 1R2.03 FOR STREET LIGHT POLE FOUNDATION DETAILS
2. SEE SHEET 1R2.03 FOR PEDESTRIAN LIGHT POLE FOUNDATION DETAILS
3. STREET LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1A
4. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2
PED LUMINAIRE ARM ROADWAY
LUMINAIRE ARMHANDHOLEDIRECTIONOF TRAFFICALIGNMENT
SCALE:NTS
STREET LIGHT/STREET LIGHT & PED LIGHT COMBO
POLE ORIENTATION 90°PED LIGHT
LUMINAIRE ARM
180°DIRECTIONOF TRAFFICALIGNMENT
270°SCALE:NTS
PED LIGHT
POLE ORIENTATION
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.06PLOTTED: Nov 05, 2021-12:27:15pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
RENTON SEGMENT
POLE AND FIXTURE SCHEDULE
1L2.06
463
X. CHEN
W. DING
X. ZHANG
POLE AND FIXTURE SCHEDULE
LUMINAIRE
POLE NO.STREET NAME POWER SOURCE VOLTAGE CIRCUIT NO.
LOCATION
POLE TYPE POLE
ORIENTATION
HANDHOLE
ORIENTATION BASE TYPE FOUNDATION
TYPE
LUMINAIRE
BRACKET
ARM LENGTH (FT)
LUMINARE TYPE -
DISTRIBUTION - WATT
FIXTURE MODEL
(OR APPROVED EQUAL)
FIXTURE MOUNTING
HEIGHT (FT)CABINET #POLE ID
NO.
GPS
COORDINATES
(LAT./LONG.)
REMARKS
STATION OFFSET
(LT/RT)
25
TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STEEL STREET
LIGHT, SEE NOTE 3
0
180
FIXED STEEL STREET
LIGHT, SEE NOTE 1
6 ROADWAY, TYPE III,
140W LED
CYCLONE DOMIA
CY55P1A-FGC-3-140W-4K 35
TALBOT RD S S GRADY WAY/TALBOT RD S 240 C 180 FIXED 2 PEDESTRIAN, TYPE III,
40W LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
26 TALBOT RD S EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III,
254W LED ATB2 60BLEDE13 XXXXX R3 4K/5K EXISTING
27 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STEEL STREET
LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
200W LED
CYCLONE DOMIA
CY55P1A-FGC-3-200W-4K 35
28 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STEEL STREET
LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
140W LED
CYCLONE DOMIA
CY55P1A-FGC-3-140W-4K 35
29 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STEEL STREET
LIGHT, SEE NOTE 3 90 270 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
200W LED
CYCLONE DOMIA
CY55P1A-FGC-3-200W-4K 35
30 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STEEL STREET
LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
160W LED
CYCLONE DOMIA
CY55P1A-FGC-3-160W-4K 35
31 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STEEL STREET
LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
160W LED
CYCLONE DOMIA
CY55P1A-FGC-3-160W-4K 35
32 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STEEL STREET
LIGHT, SEE NOTE 3 90 270 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
200W LED
CYCLONE DOMIA
CY55P1A-FGC-3-200W-4K 35
33 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STEEL STREET
LIGHT, SEE NOTE 3 90 270 FIXED STEEL STREET
LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III,
200W LED
CYCLONE DOMIA
CY55P1A-FGC-3-200W-4K 35
34 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STEEL STREET
LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
200W LED
CYCLONE DOMIA
CY55P1A-FGC-3-200W-4K 35
35 TALBOT RD S EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III,
254W LED ATB2 60BLEDE13 XXXXX R3 4K/5K EXISTING
36 TALBOT RD S B STEEL STREET
LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
124W LED GCL1-80J-MV-30K-3R-XX-185 35
37 TALBOT RD S A STEEL STREET
LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
173W LED GCL2-80J-MV-30K-3F-XX-240 35
38 NOT USED
39 NOT USED
40 NOT USED
41 NOT USED
42 NOT USED
43 TABLOT RD S TABLOT RD S/S 37TH ST 240 A STEEL STREET
LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
160W LED
CYCLONE DOMIA
CY55P1A-FGC-3-160W-4K 35
44 TABLOT RD S EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III,
97W LED
EVOLVE
ERL1-10C330 EXISTING
45 TABLOT RD S TALBOT RD/VALLEY
MEDICAL CENTER 240 C PED LIGHT, SEE
NOTE 4 0 270 FIXED PED LIGHT, SEE
NOTE 2 2 PEDESTRIAN, TYPE III,
40W LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
46 TABLOT RD S TALBOT RD/VALLEY
MEDICAL CENTER 240 D PED LIGHT, SEE
NOTE 4 0 270 FIXED PED LIGHT, SEE
NOTE 2 2 PEDESTRIAN, TYPE III,
40W LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
47 TABLOT RD S TALBOT RD/VALLEY
MEDICAL CENTER 240 C PED LIGHT, SEE
NOTE 4 0 270 FIXED PED LIGHT, SEE
NOTE 2 2 PEDESTRIAN, TYPE III,
40W LED
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
48 TABLOT RD S TALBOT RD/VALLEY
MEDICAL CENTER 240 D PED LIGHT, SEE
NOTE 4 0 270 FIXED PED LIGHT, SEE
NOTE 2 2 PEDESTRIAN, TYPE III,
40W LED,
CYCLONE DOMIA MINI
SY21P1-FGC-3-40W-4K 16.5
49 TABLOT RD S TALBOT RD/VALLEY
MEDICAL CENTER 240 A STEEL STREET
LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET
LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III,
140W LED
CYCLONE DOMIA
CY55P1A-FGC-3-140W-4K 35
50 NOT USED
NOTES:
1. SEE SHEET 1R2.03 FOR STREET LIGHT POLE FOUNDATION DETAILS
2. SEE SHEET 1R2.03 FOR PEDESTRIAN LIGHT POLE FOUNDATION DETAILS
3. STREET LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1A
4. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2
PED LUMINAIRE ARM ROADWAY
LUMINAIRE ARMHANDHOLEDIRECTIONOF TRAFFICALIGNMENT
SCALE:NTS
STREET LIGHT/STREET LIGHT & PED LIGHT COMBO
POLE ORIENTATION 90°PED LIGHT
LUMINAIRE ARM
180°DIRECTIONOF TRAFFICALIGNMENT
270°SCALE:NTS
PED LIGHT
POLE ORIENTATION
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.07PLOTTED: Nov 05, 2021-12:27:35pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
RENTON SEGMENT
POLE AND FIXTURE SCHEDULE
1L2.07
464
X. CHEN
W. DING
X. ZHANG
POLE AND FIXTURE SCHEDULE
LUMINAIRE
POLE NO.STREET NAME POWER SOURCE VOLTAGE CIRCUIT NO.
LOCATION
POLE TYPE POLE
ORIENTATION
HANDHOLE
ORIENTATION BASE TYPE FOUNDATION
TYPE
LUMINAIRE
BRACKET
ARM LENGTH (FT)
LUMINARE TYPE -
DISTRIBUTION - WATT
FIXTURE MODEL
(OR APPROVED EQUAL)
FIXTURE MOUNTING
HEIGHT (FT)CABINET #POLE ID
NO.
GPS
COORDINATES
(LAT./LONG.)
REMARKS
STATION
OFFSET
(LT/RT)
51 NOT USED
52 NOT USED
53 NOT USED
54 NOT USED
55 NOT USED
56 NOT USED
57 NOT USED
58 NOT USED
59 NOT USED
60 NOT USED
61 NOT USED
62 NOT USED
63 NOT USED
64 NOT USED
65 NOT USED
66 NOT USED
67 NOT USED
68 NOT USED
69 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 C PED LIGHT, SEE
NOTE 4 0 180 FIXED PED LIGHT, SEE
NOTE 2 2 PEDESTRIAN, TYPE III,
100W LED
CYCLONE DOMIA MINI -
SY21P1-FGC-3-100W-4K 16.5
70 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 D PED LIGHT, SEE
NOTE 4 0 180 FIXED PED LIGHT, SEE
NOTE 2 2 PEDESTRIAN, TYPE III,
40W LED
CYCLONE DOMIA MINI -
SY21P1-FGC-3-40W-4K 16.5
71 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 C PED LIGHT, SEE
NOTE 4 0 270 FIXED PED LIGHT, SEE
NOTE 2 2 PEDESTRIAN, TYPE III,
40W LED
CYCLONE DOMIA MINI -
SY21P1-FGC-3-40W-4K 16.5
72 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 D PED LIGHT, SEE
NOTE 4 0 270 FIXED PED LIGHT, SEE
NOTE 2 2 PEDESTRIAN, TYPE III,
60W LED
CYCLONE DOMIA MINI -
SY21P1-FGC-3-60W-4K 16.5
73 108TH AVE SE DISTRIBUTION JUNCTION
BOX 240 C PED LIGHT, SEE
NOTE 4 0 180 FIXED PED LIGHT, SEE
NOTE 2 2 PEDESTRIAN, TYPE III,
60W LED
CYCLONE DOMIA MINI -
SY21P1-FGC-3-60W-4K 16.5
74 108TH AVE SE DISTRIBUTION JUNCTION
BOX 240 D PED LIGHT, SEE
NOTE 4 0 180 FIXED PED LIGHT, SEE
NOTE 2 2 PEDESTRIAN, TYPE III,
40W LED
CYCLONE DOMIA MINI -
SY21P1-FGC-3-40W-4K 16.5
NOTES:
1. SEE SHEET 1R2.03 FOR STREET LIGHT POLE FOUNDATION DETAILS
2. SEE SHEET 1R2.03 FOR PEDESTRIAN LIGHT POLE FOUNDATION DETAILS
3. STREET LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1A
4. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2
PED LUMINAIRE ARM ROADWAY
LUMINAIRE ARMHANDHOLEDIRECTIONOF TRAFFICALIGNMENT
SCALE:NTS
STREET LIGHT/STREET LIGHT & PED LIGHT COMBO
POLE ORIENTATION 90°PED LIGHT
LUMINAIRE ARM
180°DIRECTIONOF TRAFFICALIGNMENT
270°SCALE:NTS
PED LIGHT
POLE ORIENTATION
C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.08PLOTTED: Nov 05, 2021-12:27:55pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
R ERSGEITE D
RENTON SEGMENT
SERVICE PANEL SCHEDULE
1L2.08
465
X. CHEN
W. DING
X. ZHANG
SERVICE PANEL
LOCATION: TALBOT RD S & S 37TH ST 120/240 V 1 PHASE 3 WIRE 22K AIC
POWER SOURCE: PSE SERVICE POLE 100 AMP MAIN BREAKER
NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION
1 XX 2 X.X STREET LIGHTING 2
3 4
5 6
7 8
9 10
11 12
CONTINUOUS LOAD:X.X
TOTAL LOAD:X.X
SERVICE PANEL
LOCATION: TALBOT RD S & VALLEY MEDICAL CENTER 120/240 V 1 PHASE 3 WIRE 22K AIC
POWER SOURCE: PSE SERVICE POLE 100 AMP MAIN BREAKER
NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION
1 XX 2 X.X STREET LIGHTING 2 XX 2 X.X PEDESTRIAN LIGHTING
3 XX 4
5 6
7 8
9 10
11 12
CONTINUOUS LOAD:X.X
TOTAL LOAD:X.X
NOTES
1.TO COMPLETE AT NEXT SUBMITTAL LEVEL.
C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.01.dwg | Layout: 1E1.00PLOTTED: Nov 05, 2021-04:47:28pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-PV_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-IL_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
ELECTRICAL SITE
GENERAL NOTES
1E1.00
K. NGUYEN
A. KING
M. MONGRAIN
ELECTRICAL GENERAL NOTES
RIGHT-OF-WAY
PROPERTY LINE
FENCE
FIRE HYDRANT
UTILITY POLE ANCHOR
UTILITY POLE
LUMINAIRE POLE (WOOD)
JUNCTION BOX - TYPES 1, 2/4 AND 3/8
TRAFFIC SIGNAL POLE WITH LUMINAIRE
ELECTRICAL SERVICE CABINET
CONTROLLER CABINET
CONDUIT
CONSTRUCTION NOTE
EXISTING PROPOSED DESCRIPTION
LEGEND
1.INSTALLATIONS SHALL CONFORM TO ALL APPLICABLE CODES AND SPECIFICATIONS.
2.ALL NEW CONDUIT INSTALLED UNDERGROUND SHALL HAVE A MINIMUM COVER OF 24 INCHES.
3.PLACE 6" WIDE WARNING TAPE 12 INCHES BELOW GRADE OVER ALL METRO CONDUIT RUNS. TAPE SHALL BE MAGNATEC, OR
PRODUCT EQUIVALENT IN MATERIAL TYPE, SIZE, STYLE AND DURABILITY, SUITABLE FOR THIS SPECIFIED APPLICATION.
4.EPOXY ALL CONDUIT JOINTS TO ENSURE WATER CANNOT ENTER THE CONDUIT THROUGH THE CONNECTION. DO NOT EPOXY THE
REMOVABLE PLUG.
5.COORDINATE THE REQUIREMENTS OF THIS WORK WITH THE RELATED WORK OF OTHER TRADES, INCLUDE CONCRETE FORMING
AND POURING.
6.THE CONTRACTOR SHALL PLACE A GROUNDING ROD IN EACH HANDHOLE IN ACCORDANCE WITH NEC 250.53 (G) AND 250.66 (A)
AND INSTALL A BELL END OR BONDING BUSHING ON THE CONDUIT. THE CONTRACTOR SHALL BOND ALL METAL PARTS OF THE
HANDHOLE TO THE GROUND ROD, PROVIDE SUFFICIENT SLACK IN GROUNDING THE LID TO ALLOW REMOVAL.
7.ALL ELBOWS GRC MUST BE WRAPPED WITH 2 LAYERS OF ANTI-CORROSION TAPE OR PAINTED. ALL PVC MUST BE SCHEDULE 80
PVC.
8.METRO SHELTER WIRES ARE NOT ALLOWED TO BE SPLICED. GROUNDING SHALL BE BONDED TO REBAR, SHELTERS, AND POLES.
X
X
UNDERGROUND TRANSFORMER VAULT
TECHNOLOGY PYLON
BUS SHELTER
F METRO ELECTRICAL SERVICE PEDESTAL
WIRE NOTE
STREET LIGHT POLE (STEEL)
TRAFFIC SIGNAL POLE
UNDERGROUND POWER LINE
C 25-TA SMALL CABLE VAULT
PEDESTRIAN LIGHT POLE
466
F
C
192305-9070
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.
STAT
I
O
N
5
9
8
4
2
(
O
B
)
PROP
O
S
E
D
R
A
P
I
D
R
I
D
E
S
T
A
T
I
O
N
TO BE
C
O
N
S
T
R
U
C
T
E
D
B
Y
O
T
H
E
R
S
STATI
O
N
5
5
9
3
8
(
I
B
)
PRO
P
O
S
E
D
R
A
P
I
D
R
I
D
E
STATI
O
N
T
O
B
E
CONS
T
R
U
C
T
E
D
B
Y
O
T
H
E
R
S
S GRADY WAY TALBOT RD SC:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.01.dwg | Layout: 1E1.01PLOTTED: Nov 05, 2021-04:48:04pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-PV_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-IL_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
EXISTING PSE
UNDERGROUND
TRANSFORMER VAULT
1 1
4
2 1
Xref ..\d1059262\dms_deleted.X-DR_RENTON.dwg
PSE SECONDARY
JUNCTION BOX
3
STATION 59841 (IB)
TIER 1
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 59841
1E1.01
K. NGUYEN
A. KING
M. MONGRAIN
3 1
5
1
6 1
4 6
1
METRO RAPIDRIDE
SHELTER
METRO TECH PYLON
SEE ITS PLAN
1 I1.08
LOCATION MAP
S GRADY WA
Y
TALBOT RD SSHATTUCK AVE SBUR
N
ETT
A
V
E
S
S
7
T
H
S
T
ELECTRICAL WIRING SCHEMATIC
F
#12-3TC
2-#8, #8G
#12-3TC, 2-#8, #8G
PSE SECONDARY
PSE UNDERGROUND
TRANSFORMER VAULT
2-#4
JUNCTION BOX
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" RGS METRO SERVICE 2-#4
2
2" RGS METRO ELEC.#12-3TC 2-#8 #8G
2" RGS METRO ELEC.1 SPARE
3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER
LIGHTS"
4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH
PYLON"
5 1.5" PVC METRO ITS 1 SPARE
6 2" PVC METRO ITS 1 SPARE
X
EXISTING UNDERGROUND
POWER
IB STATION
PANEL: #______
VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE
BUS RATING: 100 AMPS
MAIN BREAKER: 60 AMPS
FEED: BOTTOM
FAULT CURRENT: ______ AMPS
INTERRUPTING CAPACITY: 22,000 AMPS
CIRCUIT DESCRIPTION VA CKT BRKR
TECH PYLON 84 1 1/20
SHELTER LIGHTS 20 2 1/20
SPACE 3
SPACE 4
SPACE 5
SPACE 6
GFCI 180 7 1/20
CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE
CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE
4
1
3. SEE 1S1.09 FOR STATION PLANS AND AMENITIES DETAILS.
467
F
C
192305-9070
192305-9070
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.
SERVICE WIRING SCHEMATIC
PSE UNDERGROUND
TRANSFORMER VAULT
3-#3/0
SERVICE CABINET
TRAFFIC SIGNAL
CABINET
S GRADY WAY TALBOT RD SC:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.01.dwg | Layout: 1E1.01APLOTTED: Nov 05, 2021-04:48:19pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-PV_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-IL_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
EXISTING PSE
UNDERGROUND
TRANSFORMER VAULT
Xref ..\d1059262\dms_deleted.X-DR_RENTON.dwg
NEW SIGNAL SERVICE
CABINET, SEE SIGNAL
PLAN FOR DETAILS
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" PVC PSE SERVICE 3-#3/0
X
SERVICE PANEL
LOCATION: TALBOT RD S & S GRADY WAY 120/240 V 1 PHASE 3 WIRE 22K AIC
POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER
NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION
1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING
3 20 2 X.X STREET LIGHTING 4 20 2 X.X PEDESTRIAN LIGHTING
5 6
7 8
9 10
11 12
CONTINUOUS LOAD:X.X
TOTAL LOAD:X.X
1
1
RENTON SEGMENT
ELECTRICAL SITE PLAN
S GRADY WAY & TALBOT RD S
1E1.01A
K. NGUYEN
A. KING
M. MONGRAIN
SEE LIGHTING PLAN
1L1.08
SEE SIGNAL PLAN
1TS1.06A
3. SEE 1TS1.06 FOR SIGNAL PLANS AND DETAILS.
SEE SIGNAL PLAN
1TS1.06A
468
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.
F
STAT
I
O
N
5
9
8
4
2
(
O
B
)
PROP
O
S
E
D
R
A
P
I
D
R
I
D
E
S
T
A
T
I
O
N
TO BE
C
O
N
S
T
R
U
C
T
E
D
B
Y
O
T
H
E
R
S
STATI
O
N
5
5
9
3
8
(
I
B
)
PROP
O
S
E
D
R
A
P
I
D
R
I
D
E
STAT
I
O
N
T
O
B
E
CON
S
T
R
U
C
T
E
D
B
Y
O
T
H
E
R
S
C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.01.dwg | Layout: 1E1.02PLOTTED: Nov 05, 2021-04:48:49pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-PV_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-IL_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
Xref ..\d1059262\dms_deleted.X-DR_RENTON.dwg
S GRADY WAY
(GRA-LINE)
PSE SECONDARY
JUNCTION BOX4
STATION 55936 (OB)
TIER 1
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 55936
1E1.02
K. NGUYEN
A. KING
M. MONGRAIN
3
PSE
UNDERGROUND
TRANSFORMER
VAULT
2
1
1 1
4 1
31
METRO RAPIDRIDE
SHELTER METRO TECH PYLON
6 1 4
5 1
X TALBOT RD SLOCATION MAP
S GRADY WA
Y
TALBOT RD SSHATTUCK AVE SBUR
N
ETT
A
V
E
S
S
7
T
H
S
T
7
F
ELECTRICAL WIRING SCHEMATIC
PSE UNDERGROUND
TRANSFORMER VAULT
PSE SECONDARY
JUNCTION BOX
2-#4
2-#8, #8G
#12-3TC
#12-3TC, 2-#8, #8G
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" RGS METRO SERVICE 2-#4
2
2" RGS METRO ELEC.#12-3TC 2-#8 #8G
2" RGS METRO ELEC.1 SPARE
3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER
LIGHTS"
4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH
PYLON"
5 1.5" PVC METRO ITS 1 SPARE
6 2" PVC METRO ITS 1 SPARE
7 PER PSE PER PSE
OB STATION
PANEL: #______
VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE
BUS RATING: 100 AMPS
MAIN BREAKER: 60 AMPS
FEED: BOTTOM
FAULT CURRENT: ______ AMPS
INTERRUPTING CAPACITY: 22,000 AMPS
CIRCUIT DESCRIPTION VA CKT BRKR
TECH PYLON 84 1 1/20
SHELTER LIGHTS 20 2 1/20
SPACE 3
SPACE 4
SPACE 5
SPACE 6
GFCI 180 7 1/20
CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE
CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE
3. SEE 1S1.10 FOR STATION PLANS AND AMENITIES DETAILS.
469
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.
88+0089+0090+00 S21°30'33"W
617.72'
F
C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.01.dwg | Layout: 1E1.03PLOTTED: Nov 05, 2021-04:49:25pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-PV_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-IL_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
Xref ..\d1059262\dms_deleted.X-DR_RENTON.dwg
TALBOT RD S
3
4
STATION 59949 (OB)
TIER 1
PSE SECONDARY
JUNCTION BOX
1
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 59949
1E1.03
K. NGUYEN
A. KING
M. MONGRAIN
EXISTING PSE
SERVICE POLE
METRO RAPIDRIDE
SHELTER
METRO TECH PYLON4
5
1
1
1
2
1
3
1
41
6VALLEY MEDICALCENTER ENTRANCELOCATION MAP
S C
A
R
R
R
D
98TH AV
E
S
TALBOT RD S
S 177TH
STS 43RD
ST
ELECTRICAL WIRING SCHEMATIC
PSE SERVICE POLE
PER PSE
PSE SECONDARY
JUNCTION BOX
#12-3TC, 2-#8, #8G
2-#8, #8G #12-3TC 2-#4
7
F
X
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" RGS METRO SERVICE 2-#4
2
2" RGS METRO ELEC.#12-3TC 2-#8 #8G
2" RGS METRO ELEC.1 SPARE
3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER
LIGHTS"
4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH
PYLON"
5 1.5" PVC METRO ITS 1 SPARE
6 2" PVC METRO ITS 1 SPARE
7 PER PSE PER PSE
OB STATION
PANEL: #______
VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE
BUS RATING: 100 AMPS
MAIN BREAKER: 60 AMPS
FEED: BOTTOM
FAULT CURRENT: ______ AMPS
INTERRUPTING CAPACITY: 22,000 AMPS
CIRCUIT DESCRIPTION VA CKT BRKR
TECH PYLON 84 1 1/20
SHELTER LIGHTS 20 2 1/20
SPACE 3
SPACE 4
SPACE 5
SPACE 6
GFCI 180 7 1/20
CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE
CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE
3. SEE 1S1.19 FOR STATION PLANS AND AMENITIES DETAILS. SEE LIGHTING PLAN
1L1.15
470
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.
F
C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.04PLOTTED: Nov 05, 2021-04:51:17pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
TALBOT RD S
(TAL-B-LINE)
PSE SECONDARY
JUNCTION BOX
4
3
EXISTING PSE
UNDERGROUND
TRANSFORMER
VAULT
STATION 60361 (IB)
TIER 1
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 60361
1E1.04
K. NGUYEN
A. KING
M. MONGRAIN
METRO RAPIDRIDE
SHELTER
METRO TECH PYLON
14
1 3
1 2
4
1 1
16
15
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" RGS METRO SERVICE 2-#4
2
2" RGS METRO ELEC.#12-3TC 2-#8 #8G
2" RGS METRO ELEC.1 SPARE
3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER
LIGHTS"
4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH
PYLON"
5 1.5" PVC METRO ITS 1 SPARE
6 2" PVC METRO ITS 1 SPARE
7 PER PSE PER PSE
X VALLEY MEDICALCENTER ENTRANCES C
A
R
R
R
D
98TH AV
E
S
TALBOT RD S
S 177TH
STS 43RD
ST
LOCATION MAP
7
ELECTRICAL WIRING SCHEMATIC
F
#12-3TC
2-#8, #8G2-#4
PER PSE
PSE UNDERGROUND
TRANSFORMER VAULT
PSE SECONDARY
JUNCTION BOX
#12-3TC, 2-#8, #8G
IB STATION
PANEL: #______
VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE
BUS RATING: 100 AMPS
MAIN BREAKER: 60 AMPS
FEED: BOTTOM
FAULT CURRENT: ______ AMPS
INTERRUPTING CAPACITY: 22,000 AMPS
CIRCUIT DESCRIPTION VA CKT BRKR
TECH PYLON 84 1 1/20
SHELTER LIGHTS 20 2 1/20
SPACE 3
SPACE 4
SPACE 5
SPACE 6
GFCI 180 7 1/20
CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE
CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE
3. SEE 1S1.20 FOR STATION PLANS AND AMENITIES DETAILS.
471
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.05PLOTTED: Nov 05, 2021-04:51:55pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
SE CARR RD
106TH PL SERENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 59400
1E1.05
K. NGUYEN
A. KING
M. MONGRAIN
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
472
51+00
52+00
OHP
OHP
OHP
OHP
OHP
OHP
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.06PLOTTED: Nov 05, 2021-04:52:26pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
SE CARR RD
(CAR-LINE)
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 60320
1E1.06
K. NGUYEN
A. KING
M. MONGRAIN
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
473
14+00 15+00
074090-0120
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.07PLOTTED: Nov 05, 2021-04:53:03pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
108TH AVE SESE 180TH ST(108TH-LINE)
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 57270
1E1.07
K. NGUYEN
A. KING
M. MONGRAIN
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
474
14+00 15+00
OHPOHPOHPOHPOHPOHPOHPOHPGENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.08PLOTTED: Nov 05, 2021-04:53:33pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
108TH AVE SE
SE 180TH ST(108TH-LINE)
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 57290
1E1.08
K. NGUYEN
A. KING
M. MONGRAIN
60% TO BE SUBMITTED AT A LATER DATE
ROUTI
N
G
C
H
A
N
G
E
D
475
30+00 31+00 32+00
C
AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOOHPOHPOHPOHPF
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.
EXISTING PSE
SERVICE POLE
C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.09PLOTTED: Nov 05, 2021-04:54:11pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
108TH AVE SE
SE 186TH ST(108TH-LINE)
PSE SECONDARY
JUNCTION BOX
4
3
STATION 57300 (OB)
TIER 2
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 57300
1E1.09
K. NGUYEN
A. KING
M. MONGRAIN
16
14
4
13
METRO RAPIDRIDE
SHELTER
SEE ITS PLAN
1 I1.22
METRO TECH PYLON
15
1 2
7 11
108TH AVE SESE 186TH STLOCATION MAP SE 187TH PLELECTRICAL WIRING SCHEMATIC
F
PSE SERVICE POLE
PSE SECONDARY
JUNCTION BOX
PER PSE
#12-3TC
#12-3TC, 2-#8, #8G
2-#8, #8G
2-#4
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH
PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" RGS METRO SERVICE 2-#4
2
2" RGS METRO ELEC.#12-3TC 2-#8 #8G
2" RGS METRO ELEC.1 SPARE
3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH
"SHELTER LIGHTS"
4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH
PYLON"
5 1.5" PVC METRO ITS 1 SPARE
6 2" PVC METRO ITS 1 SPARE
7 PER PSE PER PSE
X
16
OB STATION
PANEL: #______
VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE
BUS RATING: 100 AMPS
MAIN BREAKER: 60 AMPS
FEED: BOTTOM
FAULT CURRENT: ______ AMPS
INTERRUPTING CAPACITY: 22,000 AMPS
CIRCUIT DESCRIPTION VA CKT BRKR
TECH PYLON 84 1 1/20
SHELTER LIGHTS 20 2 1/20
SPACE 3
SPACE 4
SPACE 5
SPACE 6
GFCI 180 7 1/20
CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE
CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE
3. SEE 1S1.27 FOR STATION PLANS AND AMENITIES DETAILS.
476
30+00 31+00 32+00
OHPOHPOHPOHPOHPF
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.10PLOTTED: Nov 05, 2021-04:54:28pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
108TH AVE SE SE 186TH ST(108TH-LINE)
PSE SECONDARY
JUNCTION BOX
3
4
EXISTING PSE
SERVICE POLE
STATION 57260 (IB)
TIER 2
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 57260
1E1.10
K. NGUYEN
A. KING
M. MONGRAIN
SEE ITS PLAN
1 I1.22
11
METRO TECH PYLON
METRO RAPIDRIDE
SHELTER
12
1 3 14
15
7
108TH AVE SESE 186TH STLOCATION MAP SE 187TH PLELECTRICAL WIRING SCHEMATIC
PSE SERVICE POLE
F
2-#4
#12-3TC, 2-#8, #8G
#12-3TC2-#8, #8G
PSE SECONDARY
JUNCTION BOX
PER PSE
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH
PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" RGS METRO SERVICE 2-#4
2
2" RGS METRO ELEC.#12-3TC 2-#8 #8G
2" RGS METRO ELEC.1 SPARE
3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH
"SHELTER LIGHTS"
4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH
PYLON"
5 1.5" PVC METRO ITS 1 SPARE
6 2" PVC METRO ITS 1 SPARE
7 PER PSE PER PSE
X
16
IB STATION
PANEL: #______
VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE
BUS RATING: 100 AMPS
MAIN BREAKER: 60 AMPS
FEED: BOTTOM
FAULT CURRENT: ______ AMPS
INTERRUPTING CAPACITY: 22,000 AMPS
CIRCUIT DESCRIPTION VA CKT BRKR
TECH PYLON 84 1 1/20
SHELTER LIGHTS 20 2 1/20
SPACE 3
SPACE 4
SPACE 5
SPACE 6
GFCI 180 7 1/20
CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE
CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE
3. SEE 1S1.28 FOR STATION PLANS AND AMENITIES DETAILS.
477
30+00 31+00 32+00
OHPOHPOHPOHPOHPF
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.
108TH AVE SESE 186TH STLOCATION MAP SE 187TH PLSERVICE CABINET
TRAFFIC SIGNAL
CABINET
C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.10APLOTTED: Nov 05, 2021-04:55:06pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
108TH AVE SE SE 186TH ST(108TH-LINE)
EXISTING PSE
SERVICE POLE
NEW SIGNAL SERVICE
CABINET, SEE SIGNAL
PLAN FOR DETAILS
RENTON SEGMENT
ELECTRICAL SITE PLAN
108TH AVE SE & SE 186TH ST
1E1.10A
K. NGUYEN
A. KING
M. MONGRAIN
11
SERVICE WIRING SCHEMATIC
PSE SERVICE POLE
3-#3/0
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH
PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" PVC PSE SERVICE 3-#3/0
X
SERVICE PANEL
LOCATION: 108TH AVE SE AND SE 186TH ST 120/240 V 1 PHASE 3 WIRE 22K AIC
POWER SOURCE: PSE SERVICE POLE 200 AMP MAIN BREAKER
NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION
1 40 1 X.X HAWK SIGNAL 2 20 2 X.X INTERSECTION LIGHTING
3 20 2 X.X PEDESTRIAN LIGHTING 4
5 6
7 8
9 10
11 12
CONTINUOUS LOAD:X.X
TOTAL LOAD:X.X
SEE SIGNAL PLAN
1TS1.12A
SEE LIGHTING PLAN
1L1.22
SEE SIGNAL PLAN
1TS1.12A
3. SEE 1TS1.12 FOR SIGNAL PLANS AND DETAILS.
478
OHPOHPOHPF OHPOHPOHPCGENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.
STATION 57310 (IB)
TIER 1 108TH AVE SE SE 192ND STC:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.11PLOTTED: Nov 05, 2021-04:55:37pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
PSE SECONDARY
JUNCTION BOX
3
4
EXISTING PSE
SERVICE POLE
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 57310
1E1.11
K. NGUYEN
A. KING
M. MONGRAIN
4
1 1
12
METRO RAPIDRIDE
SHELTER
METRO TECH PYLON
1614
1 5
7
108TH AVE SESE 192ND STLOCATION MAP
107TH AVE SESE 190TH PLELECTRICAL SERVICE SCHEMATIC
F
PER PSE
PSE SECONDARY
JUNCTION BOX
#12-3TC, 2-#8, #8G
#12-3TC2-#8, #8G
2-#4
PSE SERVICE POLE
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH
PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" RGS METRO SERVICE 2-#4
2
2" RGS METRO ELEC.#12-3TC 2-#8 #8G
2" RGS METRO ELEC.1 SPARE
3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH
"SHELTER LIGHTS"
4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH
PYLON"
5 1.5" PVC METRO ITS 1 SPARE
6 2" PVC METRO ITS 1 SPARE
7 PER PSE PER PSE
X
13IB STATION
PANEL: #______
VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE
BUS RATING: 100 AMPS
MAIN BREAKER: 60 AMPS
FEED: BOTTOM
FAULT CURRENT: ______ AMPS
INTERRUPTING CAPACITY: 22,000 AMPS
CIRCUIT DESCRIPTION VA CKT BRKR
TECH PYLON 84 1 1/20
SHELTER LIGHTS 20 2 1/20
SPACE 3
SPACE 4
SPACE 5
SPACE 6
GFCI 180 7 1/20
CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE
CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE
SEE LIGHTING PLAN
1L1.23
3. SEE 1S1.29 FOR STATION PLANS AND AMENITIES DETAILS.
479
MORRIS AVE SPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLvv
C
784180-0005
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.30.dwg | Layout: 1E1.12PLOTTED: Nov 05, 2021-04:56:18pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-ALIGN.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'MORRIS AVE SS 2ND ST
1 1 EXISTING PSE
UNDERGROUND
TRANSFORMER
VAULT
NEW SIGNAL SERVICE
CABINET, SEE SIGNAL
PLAN FOR DETAILS
RENTON SEGMENT
ELECTRICAL SITE PLAN
S 2ND ST & MORRIS AVE S
1E1.12
K. NGUYEN
A. KING
M. MONGRAIN
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" PVC PSE SERVICE 3-#3/0
X
SERVICE WIRING SCHEMATIC
SERVICE CABINET
SERVICE PANEL
LOCATION: S 2ND ST AND MORRIS AVE S 120/240 V 1 PHASE 3 WIRE 22K AIC
POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER
NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION
1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING
3 4
5 6
7 8
9 10
11 12
CONTINUOUS LOAD:X.X
TOTAL LOAD:X.X
TRAFFIC SIGNAL
CABINET
PSE UNDERGROUND
TRANSFORMER VAULT
3-#3/0
SEE SIGNAL PLAN
1TS1.02B
SEE SIGNAL PLAN
1TS1.02B
3. SEE 1TS1.02 FOR SIGNAL PLANS AND DETAILS.
480
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLCC:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.30.dwg | Layout: 1E1.13PLOTTED: Nov 05, 2021-04:56:52pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-ALIGN.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'SHATTUCK AVE SS 2ND
S
T
11
EXISTING PSE
UNDERGROUND
TRANSFORMER
VAULT
RENTON SEGMENT
ELECTRICAL SITE PLAN
S 2ND ST & SHATTUCK AVE S
1E1.13
K. NGUYEN
A. KING
M. MONGRAIN
NEW SIGNAL SERVICE
CABINET, SEE SIGNAL
PLAN FOR DETAILS
SERVICE WIRING SCHEMATIC
PSE UNDERGROUND
TRANSFORMER VAULT
TRAFFIC SIGNAL
CABINET
SERVICE CABINET
3-#3/0
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" PVC PSE SERVICE 3-#3/0
X
SERVICE PANEL
LOCATION: SHATTUCK AVE S AND S 2ND ST 120/240 V 1 PHASE 3 WIRE 22K AIC
POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER
NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION
1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING
3 4
5 6
7 8
9 10
11 12
CONTINUOUS LOAD:X.X
TOTAL LOAD:X.X
SEE SIGNAL PLAN
1TS1.03A
SEE SIGNAL PLAN
1TS1.03A
3. SEE 1TS1.03 FOR SIGNAL PLANS AND DETAILS.
481
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES
AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITION.
PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL
SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
LEGEND
METRO ELECTRICAL SERVICE PEDESTAL
JUNCTION BOX TYPE 2
BURIED / CONCEALED CONDUIT
METRO BUS SHELTER
METRO TECHNOLOGY PYLON
F
1
2
3
4
1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL
PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A
SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.
C
192305-9032 C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.30.dwg | Layout: 1E1.14PLOTTED: Nov 05, 2021-04:57:44pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-ALIGN.dwg; X-PARCEL-INFO.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
10'20'
SCALE: 1" = 10'
0'
S GRADY WAY SHATTUCK AVE SEXISTING PSE
UNDERGROUND
TRANSFORMER
VAULT
NEW SIGNAL SERVICE
CABINET, SEE SIGNAL
PLAN FOR DETAILS
RENTON SEGMENT
ELECTRICAL SITE PLAN
S GRADY WAY & SHATTUCK AVE S
1E1.14
K. NGUYEN
A. KING
M. MONGRAIN
1
SERVICE WIRING SCHEMATIC
SERVICE CABINET
TRAFFIC SIGNAL
CABINET
3-#3/0
S GRADY WAY
1
2
2
PSE UNDERGROUND
TRANSFORMER VAULT
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" PVC PSE SERVICE 3-#3/0
X
SERVICE PANEL
LOCATION: SHATTUCK AVE S & S GRADY WAY 120/240 V 1 PHASE 3 WIRE 22K AIC
POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER
NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION
1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING
3 20 2 X.X STREET LIGHTING 4
5 6
7 8
9 10
11 12
CONTINUOUS LOAD:X.X
TOTAL LOAD:X.X
SEE SIGNAL PLAN
1TS1.05
SEE LIGHTING PLAN
1L1.06
SEE SIGNAL PLAN
1TS1.05
3. SEE 1TS1.05 FOR SIGNAL PLANS AND DETAILS.
482
C:\pw_workdir\den003\jeg_ex-nguyek2\d0601389\1 E2.01.dwg | Layout: 1E2.01PLOTTED: Nov 17, 2021-03:15:20pm By kxnXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
METRO POWER PEDESTAL
DETAILS
1E2.01
K. NGUYEN
A. KING
M. MONGRAIN
SCALE:
POWER PEDESTAL
DETAIL
NTS
1
2W
MAIN 60A
SHELTER LIGHTING
POWER
PEDESTAL
120 VAC
20A24" MINIMUMGRADE
SERVICE
CONDUIT
LOAD
CONDUITS
CONCRETE
FOUNDATION
(CLASS 3000)
GROUND ROD 3/4" X 120" COPPER-CLAD WITH GROUND CLAMP. A
SECOND GROUND ROD SHALL BE INSTALLED A MINIMUM OF 8'-0" AWAY
IN A GROUND ROD HANDHOLE AS PER CITY OF SEATTLE STANDARD
PLAN NO 550b. COORDINATE WITH ELECTRICAL INSPECTOR FOR
LOCATION. INSTALL 3/4" RGS CONDUIT WITH #6 GROUND CONDUCTOR
BETWEEN CABINET FOUNDATION AND GROUND ROD HANDHOLE.42"(4)1
2"x6"
WEDGE/KWIK
BOLT
8"3"DEAD FRONT
12"
LOADLINE
8"1'-0"8"4"
1'-0"
EDGE OF POWER
PEDESTAL FOUNDATION
1" (TYP.)1" (TYP.)
45°
2" (TYP.)2" (TYP.)
PLAN VIEW
FRONT VIEW
SIDE VIEW
1
20A
GFCI
20A
SPARE
20A
SPARE
20A
SPARE
20A
SHELTER LIGHTING (TIER 1L STATION)/SPARE
CKT #1
N
G
TECH PYLON
20A
CKT #2
CKT #3
CKT #4
CKT #5
CKT #6
CKT #7
1.ANCHOR BOLT SPACING PROVIDED BY MANUFACTURER.
2.SERVICE ENTRANCE CONDUIT SHALL BE 2 INCHES OR SMALLER AS
REQUIRED BY SERVICE CONDUCTORS.
GENERAL NOTES
SCALE:
ONE LINE DIAGRAM
DETAIL
NTS
2
4-#4 VERTICAL AND
3-#4 HORIZONTAL
REBARS
2"2"1'-4"
2"2"
FOUNDATION
1" CHAMFER
483
C:\pw_workdir\den003\ext_ak081596\d0601389\1 E2.01.dwg | Layout: 1E2.02PLOTTED: Nov 03, 2021-12:13:12pm By aaronkXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
SHELTER LIGHTING POWER ENCLOSURE
DETAILS
1E2.02
K. NGUYEN
A. KING
M. MONGRAIN
LFMC CONDUIT HUB
24V DC CONDUCTORS FOR MAP FRAME LIGHTING
CONDUIT SUPPORT, TYP
120V AC CONDUCTORS UP TO PHOTO CELL
PHOTOCELL
4" SQUARE BOX WITH WEATHERPROOF COVER
DIN RAIL MOUNTED 24 V TERMINAL BLOCKS
4" SQUARE WEATHERPROOF JUNCTION BOX FOR CANOPY 24V
POWER CONNECTIONS TO CANOPY LIGHTING
24V DC CONDUCTORS FOR CANOPY UP AND
DOWN LIGHTS
DIN RAIL MOUNTED 120 V TERMINAL BLOCKS
LED DIMMMING MODULE FOR UP LIGHTS
3/4" LFMC UP TO JUNCTION BOX AT CANOPY
3/4" LFMC UP TO MAP FRAME
LED DIMMMING MODULE FOR DOWN LIGHTS
3/4" LFMC UP TO PHOTOCELL
14" X 18" X 4" NEMA 3R
CANOPY LIGHTING POWER ENCLOSURE
#4 AWG COPPER BONDING JUMPER BONDED
TO STRUCTURAL STEEL AND FOUNDATION
REBAR, ROUTED TO GROUND ELECTRODE
AT SERVICE CABINET
GROUND BAR
3/4" RGS CONDUIT FROM SERVICE PEDESTAL 120V CONDUCTORS FOR LIGHTING AND FUTURE TRIP
PLANNER
24V LED POWER SUPPLY, TYP
OF 2
1.5" PVC CONDUIT FROM COMMUNICATIONS CABINET. STUBBED AND CAPPED
LIQUID TIGHT CONDUIT HUB
ELECTRICAL POWER CONDUIT MUST BE
CLOSEST TO WEBBING. SEE SHELTER
BONDING JUMPER EXOTHERMICALLY
WELDED TO STRUCTURAL STEEL
FOUNDATION DETAILS FOR CONDUIT
STUB ORIENTATION.
SCALE:
SHELTER LIGHT POWER - ELEVATION
DETAIL
1" = 1'-0"
1
SCALE:
SHELTER LIGHT POWER ENCLOSURE
DETAIL
6" = 1'-0"
2
484
C:\pw_workdir\den003\ext_ak081596\d0601389\1 E2.01.dwg | Layout: 1E2.03PLOTTED: Nov 03, 2021-12:13:14pm By aaronkXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
WIRING DETAILS
TECH PYLON WITH CRADLEPOINT - SIDE VIEW
1E2.03
M. POWERS
X. LIU
M. MONGRAIN
1 12" = 1'-0" SCALE
ETHERNET
DC POWER
AC POWER
AUDIO CABLE
ANTENNA CABLE (COAX)
SAFTP Y CABLE
DECORATIVE LIGHT
D
DB15 CONNECTOR CABLE
E
P
O
F
1" CONDUIT
12" CONDUIT (TYP.)
B
C
A
1'- 5 18"
1'- 5 8"
DIN RAIL
G
MULTIPOINT
LOCKING SYSTEM
ITEM
A
F
C
B
DESCRIPTION
O
REAL TIME INFORMATION SIGN
6-OUTLET SURGE PROTECTOR, TRIPP LITE
ISOBAR6ULTRA (OR APPROVED EQUAL)
SAFTP (ORCA READER)
TEXT TO SPEECH BUTTON/SPEAKER
CABLE/WIRE
TYPE
AC POWER
CAT5E, AC POWER
EQUIPMENT
SUPPLIED BY
METRO
METRO
CRADLEPOINT, IBR 900-600M
EQUIPMENT
INSTALLED BY
ANTENNA CABLE (COAX)CONTRACTOR
CRADLEPOINT IBR 900-600M DIN POWER SUPPLY,
TDK LAMBDA DRF120-24-1 24VDC/5A
AC POWER, DC POWER METROP
METRO
CAT5E, AUDIO CABLE CONTRACTOR
LED POWER SUPPLY AC POWER, DC POWER SHELTER
MANUFACTURER
CONTRACTOR
CONTRACTOR
M
G AC POWER
DUPLEX GALVANIZED STEEL J-BOX WITH GFCI
OUTLET, HUBBELL GF20WLA 120VAC
OR APPROVED EQUAL (OR APPROVED EQUAL)
CONTRACTOR CONTRACTOR
LED DIMMER, SOLID APOLLO'S
MANUAL LEDWIZARD DC POWER SHELTER
MANUFACTURER
CONTRACTORN
CONTRACTOR
CONTRACTOR
CONTRACTOR
H TEMPERATURE CONTROL SWITCH, HOFFMAN
ATEMNO 264724 PLATT (OR APPROVED EQUAL)AC POWER, DC POWER CONTRACTORCONTRACTOR
D ANTENNA, 5 PORT GNSS, MULTIBAND
LOW PROFILE, PCTEL ANTENNA CABLE (COAX)CONTRACTORMETRO
E PHOTOCONTROL METAL STEM MOUNT,
INTERMATIC EK4036S (OR APPROVED EQUAL)AC POWER CONTRACTOR
RTIS POWER SUPPLY AC POWER, DC POWER CONTRACTORK
ORCA POWER SUPPLY CONTRACTORL
METRO
METRO
EQUIPMENT SCHEDULE
CONTRACTOR
Y CABLE WITH
D-SUB CONNECTOR
SHELTER
MANUFACTURER
SHELTER
MANUFACTURERJINTAKE VENT WITH FILTER, HOFFMAN AVK44 NA
COOLING FAN, MECHATRONICS MS1238M-H DC POWERI
NOTE: ALL DEVICES WITHIN TECH PYLON MUST BE UL LISTED.
METRO
NEMA BOX
H
I
K
N
M
DIN RAIL
L
DIN RAIL
11
2
2
J
1
PERFORATED METAL
UTILITY SHELF (FURNISHED
WITH NEMA BOX)
LEGEND
SHELTER
MANUFACTURER
SHELTER
MANUFACTURER
ILLUMINATED SIGN
(OWNER FURNISHED,
CONTRACTOR INSTALLED)
SAFTP Y CABLE
SHELTER
MANUFACTURER
1.5" CONDUIT
2" CONDUIT
1" CONDUIT 3'-38"GENERAL NOTES
1.SEE DWG 1E2.04 FOR STATION SCHEDULE.
2.DETAILS FOR WIRING OF TECHNOLOGY AND LIGHTING
EQUIPMENT. REFER TO KCM RAPIDRIDE 2 KIT OF PARTS
ASSEMBLY MANUAL FOR TECHNOLOGY PYLON AND NEMA
CABINET INSTALLATION.
1
2
PHOTO SENSOR CONTROLLED OUTLET (RED) FOR LED LIGHTING.
WIRE PHOTOCONTROL TO BACK OF OUTLET.
MOUNT CONDUIT SUPPORT BRACING TO TECH PYLON SUPPORT
RING.
CONSTRUCTION NOTES
R ERSGEITE D
485
C:\pw_workdir\den003\ext_ak081596\d0601389\1 E2.01.dwg | Layout: 1E2.04PLOTTED: Nov 03, 2021-12:13:17pm By aaronkXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
WIRING DETAILS
TECH PYLON WITH CRADLEPOINT - BACK VIEW
1E2.04
M. POWERS
X. LIU
M. MONGRAIN
1 12" = 1'-0" SCALE
E
D
DIN RAIL
NEMA BOX
HE
D
P
N
J
C
11- 12"
B
I
F
MULTIPOINT
LOCKING SYSTEMO
M
K
G
L
DIN RAIL
GENERAL NOTES
1.SEE DWG 1E2.03 FOR EQUIPMENT SCHEDULE, CONSTRUCTION NOTES,
AND WIRING SCHEMATIC.
2.DETAILS FOR WIRING OF TECHNOLOGY AND LIGHTING EQUIPMENT.
REFER TO KCM RAPIDRIDE 2 KIT OF PARTS ASSEMBLY MANUAL FOR
TECHNOLOGY PYLON AND NEMA CABINET INSTALLATION.
2
2 SHEET #
1E1.01
ZONE LOCATION
STATION SCHEDULE
1E1.02
1E1.03
59841
55936
59949
S GRADY WAY & TALBOT RD S (IB)
S GRADY WAY & TALBOT RD S (OB)
TALBOT RD S & S CARR RD (OB)
PERFORATED
METAL
UTILITY SHELF
1E1.04 60361 TALBOT RD S & S CARR RD (IB)
1E1.05 TBD TBD
1E1.06 TBD TBD
1E1.07 TBD TBD
1E1.08 TBD TBD
1E1.09 57300 108TH AVE SE & SE 186TH ST (OB)
1E1.10 57260 108TH AVE SE & SE 186TH ST (IB)
2E1.11 57400 108TH AVE SE & SE 192ND ST (IB)3'-38"R ERSGEITE D
486
PLANTING ABBREVIATIONS
SIZE/REMARKSSCIENTIFIC/COMMON NAMEQTYSYM
PLANTING SCHEDULE
SHRUB & GROUNDCOVER MIX 2
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
50 SF
DETAILSITEMQTYSYM
SEED / MULCH PLANTING SCHEDULE
7,450 SF SEED LAWN INSTALLATION
4" DEPTH BARK MULCH SURFACING
TREES
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
2.5" CAL; B&B; FULL, WELL BRANCHED & WELL
ROOTED; STRAIGHT CENTRAL LEADER & SINGLE
TRUNK; SYMMETRICAL BRANCHING HABIT; MIN 6'
BRANCH HT
LEGEND
8
13
8 4,087 SF
Maackia amurensis / AMUR MAACKIA9
DETAILS
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
SHRUB & GROUNDCOVER MIX 1
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
3,639 SF
%PERCENT
&AND
@ AT
B&B BALLED AND BURLAPPED
CAL CALIPER
℄CENTER LINE
CONT CONTAINER
CY CUBIC YARD
DIA DIAMETER
DWG(S)DRAWING(S)
ENG ENGINEER
EX EXISTING
GAL GALLON
HT HEIGHT
MAX MAXIMUM
MIN MINIMUM
NTS NOT TO SCALE
OC ON CENTER
QTY QUANTITY
SF SQUARE FOOT
SPEC(S) SPECIFICATIONS
SYM SYMBOL
TYP TYPICAL
W/WITH
#NUMBER
EXISTING TREE - SEE SITE PREPARATION
PLANS FOR TREE PROTECTION AND
EXISTING TREES TO BE REMOVED
PLANTING NOTES
1.ANY DISCREPANCIES W/ THE DWGS AND/OR SPECS & SITE CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION OF ENGINEER PRIOR TO PROCEEDING W/ CONSTRUCTION.
2.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3.HAND WATER PLANT MATERIALS DURING INSTALLATION AND PLANT ESTABLISHMENT. IN AREAS WHERE
AUTOMATIC IRRIGATION IS RESTORED AND FULLY FUNCTIONING, COORDINATE WITH PROPERTY OWNER
ON WATER SCHEDULE.
4.LANDSCAPE PLANTING AND RESTORATION WORK SHALL MEET AND MATCH EXISTING LANDSCAPE W/ A
SMOOTH TRANSITION.
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS
CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN
IRONWOOD
6
10
Quercus rubra / RED OAK12
Pinus nigra / AUSTRIAN PINE9
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
SHRUB & GROUNDCOVER MIX 3
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
7,838 SF
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
SIZE/REMARKSSCIENTIFIC/COMMON NAMEQTYSYM DETAILS
10,134 SF
MATCH EXISTING SHRUB MIX
SHRUB & GROUNDCOVER MIX 4
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.00PLOTTED: Nov 05, 2021-10:14:45am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
RENTON SEGMENT
LANDSCAPE SCHEDULES
AND GENERAL NOTES
1U1.00
487
C. FLOREANI
C. FLOREANI
L. FRENCH
1 U2.01
A
1 U2.01
B 1 U2.02
C
1 U2.02
A
1 U2.01
C
1 U2.01
D
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND. 569600-0065 569600-0120 569600-0080 569600-0055 569600-0030724330-0000 569600-0200 10+0011+0010+00
11+00 12+00 13+00 14+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.01PLOTTED: Nov 05, 2021-10:15:19am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
LANDSCAPE PLAN
2ND 11+00 TO LOG 14+50
1U1.01
488
C. FLOREANI
C. FLOREANI
L. FRENCH
S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)NO LANDSCAPE
WORK SHOWN ON
THIS SHEET
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
569600-0030
784180-0025
172610-0000
784180-0005
000720-0060
784180-0015
000720-0060
11+0012+0013+0014+0015+0016+00
10+00
11+00C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.02PLOTTED: Nov 05, 2021-10:15:49am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
LANDSCAPE PLAN
2ND 16+00 TO 2ND 11+00
1U1.02
489
C. FLOREANI
C. FLOREANI
L. FRENCH
S 2ND ST
MORRIS AVE S(2ND-LINE)(MOR-LINE)1U2.02
A
1U2.01
A
1U2.02
C
EX ROW
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
784180-0085
16+0017+0018+0019+0020+00
21+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.03PLOTTED: Nov 05, 2021-10:16:18am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
LANDSCAPE PLAN
2ND 21+00 TO 2ND 16+00
1U1.03
490
C. FLOREANI
C. FLOREANI
L. FRENCH
S 2ND ST
SHATTUCKAVE S(2ND-LINE)
1U2.02
A
1U2.01
A
1U2.02
C
1U2.01
C
EX ROW
ROW - PROPOSED
TCE
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.784180-0195 783980-0016 783980-0035 784180-0185 784180-0183 784080-0005
784080-0010 784180-0165 13+0014+0015+0012+00 13+00 14+00 15+00
15+56
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.04PLOTTED: Nov 05, 2021-10:16:49am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
LANDSCAPE PLAN
MOR 11+30 TO MOR 15+56
1U1.04
491
C. FLOREANI
C. FLOREANI
L. FRENCH
S 3RD STMORRIS AVE S
(MOR-LINE)(3RD-LINE)NO LANDSCAPE
WORK SHOWN ON
THIS SHEET
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.192305-9101192305-9102 192305-9103
192305-9032
18+29 17+0018+0010+00
11+00 12+00 13+00
14+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.05PLOTTED: Nov 05, 2021-10:17:17am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
LANDSCAPE PLAN
GRA 10+00 TO GRA 14+00
1U1.05
492
C. FLOREANI
C. FLOREANI
L. FRENCH
S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE)
LIGHT FIXTURE, TYP
SEE LIGHTING PLANS
1U2.01
B
1U2.02
C
EX ROW
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
192305-9043
192305-9096
192305-9032
14+00 15+00 16+00
17+00
18+00
19+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.06PLOTTED: Nov 05, 2021-10:17:48am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
LANDSCAPE PLAN
GRA 14+00 TO GRA 19+00
1U1.06
493
C. FLOREANI
C. FLOREANI
L. FRENCH
S GRADY WAY
(GRA-LINE)
LIGHT FIXTURE, TYP
SEE LIGHTING PLANS
1U2.01
A
1U2.02
C
TCE
ROW - PROPOSED
EX ROW3'5'1U2.01
C
1U2.02
C
1U2.01
C
1U2.02
C
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
192305-9070
192305-9023
192305-9070
19+00
20+00 21+00 22+00 23+00
24+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.07PLOTTED: Nov 05, 2021-10:18:14am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
LANDSCAPE PLAN
GRA 19+00 TO GRA 24+00
1U1.07
494
C. FLOREANI
C. FLOREANI
L. FRENCH
S GRADY WAY
(GRA-LINE)
TCE
ROW - PROPOSED LIGHT FIXTURE, TYP
SEE LIGHTING PLANS
BOLLARDS
1U2.01
A
1U2.01
C
EX ROW3'5'TCE
ROW - PROPOSED5'3.8'
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.915460-0005 915460-0010
192305-
9
0
2
3
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.08PLOTTED: Nov 05, 2021-10:18:44am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
LANDSCAPE PLAN
GRA 24+00 TO TAL-B 14+00
1U1.08
495
C. FLOREANI
C. FLOREANI
L. FRENCH
S GRADY WAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)TCE
LIGHT FIXTURE, TYP
SEE LIGHTING PLANS
1U2.02
D
1U2.01
C
ROW - PROPOSED EX ROW10'5
'
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
192305-9094
202305-9007
192305
-
9
0
2
3
14+00
15+00
16+00
17+00
18+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.09PLOTTED: Nov 05, 2021-10:19:12am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
LANDSCAPE PLAN
TAL-B 14+00 TO TAL-B 18+50
1U1.09
496
C. FLOREANI
C. FLOREANI
L. FRENCH
TALBOT RD S
(TAL-B-LINE)
LIGHT FIXTURE, TYP
SEE LIGHTING PLANS
1U2.01
B
1U2.01
C
TCE
EX ROW10'
ROW - PROPOSED
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
202305-9008
192305-9001 723160-059519+00 20+00 21+00 22+00 23+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.10PLOTTED: Nov 05, 2021-10:20:11am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
I
-405
SB
OFF
-RAMP
(TAL-B-LINE)
RENTON SEGMENT
LANDSCAPE PLAN
TAL-B 18+50 TO TAL-B 23+50
1U1.10
497
C. FLOREANI
C. FLOREANI
L. FRENCH
EX ROW
1U2.01
B
1U2.01
C
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
722200-0250
722200-0010
722200-0245
33+00 34+00 35+00 36+00 37+00 38+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.11PLOTTED: Nov 05, 2021-10:20:34am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE)
RENTON SEGMENT
LANDSCAPE PLAN
TAL-B 23+00 TO TAL-B 38+00
1U1.11
498
C. FLOREANI
C. FLOREANI
L. FRENCH
1U2.02
A
1U2.02
A
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
7229
2
8-
0
1
0
0
7222
0
0-
0
1
6
3
8557
0
0-
0
1
4
0
855700-0010 8557
0
0-
0
0
2
0
3023
0
5-
9
0
7
3
24+00 25+00 26+00 27+00 28+00
29+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.12PLOTTED: Nov 05, 2021-10:20:54am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD SS 23RD
ST
(TAL-21-LINE)TALBOT CREST DR SRENTON SEGMENT
LANDSCAPE PLAN
TAL-21 24+00 TO TAL-21 29+00
1U1.12
499
C. FLOREANI
C. FLOREANI
L. FRENCH
1U2.02
A
1U2.02
C
1U2.01
C
1U2.02
A
TCE
EX ROW
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
302305-9029
302305-9116302305-9114
302305-9115
302305-9030
302305-9019
948575-TR
C
T
54+00 55+00 56+00 57+00 58+00
59+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.13PLOTTED: Nov 05, 2021-10:21:14am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
(TAL-21-LINE)S 32ND STRENTON SEGMENT
LANDSCAPE PLAN
TAL-21 54+00 TO TAL-21 59+00
1U1.13
500
C. FLOREANI
C. FLOREANI
L. FRENCH
1U2.02
ATCE
EX ROW
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
855860-0035 855860-0040
302305-9040
302305-9044
855860-0125 855860-0130 855860-0135
302305-9109
71+00 72+00 73+00 74+00 75+00 76+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.14PLOTTED: Nov 05, 2021-10:21:35am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE)
RENTON SEGMENT
LANDSCAPE PLAN
TAL-21 71+00 TO TAL-21 76+00
1U1.14
501
C. FLOREANI
C. FLOREANI
L. FRENCH
1U2.02
A
EX ROW
TCE
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
76168
0
-
0
0
3
0
76168
0
-
0
0
1
0
88576
7
-
0
0
2
0
31230
5
-
9
1
3
4
312305-9025 86+00 87+00 88+00 89+00 90+00 91+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.15PLOTTED: Nov 05, 2021-10:22:04am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
LANDSCAPE PLAN
TAL-21 86+00 TO TAL-21 91+00
1U1.15
502
C. FLOREANI
C. FLOREANI
L. FRENCH
1U2.01
A
1U2.01
C
1U2.02
C
EX ROW
ROW - PROPOSED
4.7'12.4'
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
3
2
2
3
0
5
-
9
0
8
1
3
2
2
3
0
5
-
9
1
5
6
3
2
2
3
0
5
-
9
0
7
9
32230
5
-
9
0
7
9
32
+
0
0
33+0
0
34+00 35+00
36+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.16PLOTTED: Nov 05, 2021-10:22:28am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
SE CARR RDMILL AVE SWELLS AVE S(CAR-LINE)
RENTON SEGMENT
LANDSCAPE PLAN
CAR 32+00 TO CAR 36+50
1U1.16
503
C. FLOREANI
C. FLOREANI
L. FRENCH
1U2.02
A
EX ROW
PEDESTRIAN
RAILING, TYP
PEDESTRIAN
RAILING, TYP
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
322305-9299
322305-9053
322305-9237
322305-9299
322305-9040
292305-9151
43+00
44+00
45+00 46+00
47+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.17PLOTTED: Nov 05, 2021-10:22:50am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
SE CARR RD
105TH PL SE(CAR-LINE)
RENTON SEGMENT
LANDSCAPE PLAN
CAR 42+50 TO CAR 47+50
1U1.17
504
C. FLOREANI
C. FLOREANI
L. FRENCH
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.322305-9063 29230
5
-
9
1
5
8
29230
5
-
9
1
9
8
48+00
49+00
50+00 51+00
52+00
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.18PLOTTED: Nov 05, 2021-10:23:15am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'106TH PL SESE CARR RD
(CAR-LINE)106TH PL SERENTON SEGMENT
LANDSCAPE PLAN
CAR 47+50 TO CAR 52+50
1U1.18
505
C. FLOREANI
C. FLOREANI
L. FRENCH
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.292305-9198 322305-9063 322305-9063322305-9120
0+00
1+00 2+00 3+00 4+00
54+10
53+0054+00C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.19PLOTTED: Nov 05, 2021-10:23:40am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'SE CARR RDSE PETROVITSKY RDBENSON DR S
(SR 515)
108TH AVE SE (SR 515)
(108TH-LINE)(CAR-LINE)RENTON SEGMENT
LANDSCAPE PLAN
CAR 52+50 TO 108TH 4+00
1U1.19
506
C. FLOREANI
C. FLOREANI
L. FRENCH
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
4+00 5+00 6+00 7+00 8+00 9+00
322305-9016 322305-9065
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.20.dwg | Layout: 1U1.20PLOTTED: Nov 05, 2021-10:24:47am By FLOREACNXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-LD_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
LANDSCAPE PLAN
108TH 4+00 TO 108TH 9+00
1U1.20
507
C. FLOREANI
C. FLOREANI
L. FRENCH
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
13+00 14+00 15+00 16+00 17+00 18+00
322305-9106
074090-0120
074050-0005 074090-0110 322305-9361 322305-9065
C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.20.dwg | Layout: 1U1.21PLOTTED: Nov 05, 2021-10:25:11am By FLOREACNXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-LD_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
LANDSCAPE PLAN
108TH 13+00 TO 108TH 18+00
1U1.21
508
C. FLOREANI
C. FLOREANI
L. FRENCH
ROUTI
N
G
C
H
A
N
G
E
D
60% TO BE SUBMITTED AT A LATER DATE
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.
28+00 29+00 30+00 31+00 32+00 33+00
322305-9070
322305-9082
911710-0160
322305-9135
322305-9111 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.20.dwg | Layout: 1U1.22PLOTTED: Nov 05, 2021-10:25:33am By FLOREACNXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-LD_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STRENTON SEGMENT
LANDSCAPE PLAN
108TH 28+00 TO 108TH 33+00
1U1.22
509
C. FLOREANI
C. FLOREANI
L. FRENCH
1U2.01
C
1U2.02
C
1U2.02
A
1U2.01
A
1U2.01
C
EX ROW
ROW - PROPOSED
TCE
GENERAL NOTESGENERAL NOTES
LANDSCAPING LEGEND
BARK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX 1:
Viburnum davidii / DAVID VIBURNUM
Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA
Polystichum munitum / WESTERN SWORD FERN
Helictotrichon sempervirens / BLUE OAT GRASS
SHRUB AND GROUNDCOVER MIX 2:
Lonicera pileata / BOX-LEAF HONEYSUCKLE
Berberis thunbergii 'Concorde' / CONCORDE BARBERRY
Polystichum munitum / WESTERN SWORD FERN
Carex testacea / ORANGE SEDGE
SHRUB AND GROUNDCOVER MIX 3:
Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE
Symphoricarpos albus / SNOWBERRY
Polystichum munitum / WESTERN SWORD FERN
Mahonia repens / CREEPING OREGON GRAPE
SHRUB AND GROUNDCOVER MIX 4:
Species to match existing conditions
Amelanchier laevis / ALLEGHENY SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
Maackia amurensis / AMUR MAACKIA
Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE
Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD
Quercus rubra / RED OAK
Pinus nigra / AUSTRIAN PINE
EXISTING TREE - SEE SITE PREPARATION PLANS FOR
TREE PROTECTION FENCING AND EXISTING TREES TO
BE REMOVED.
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY DRAINAGE, SOIL PREPARATION, AND PLANTING
WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO
DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS
OPERATIONAL.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION.
6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS.
HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION
THAN SHOWN ON LEGEND.OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHPOHPOHPOHP52+00 53+00 54+00 55+00 56+00 57+00
322305-9035
662340-0101 662340-0107
662340-0170 662340-0183 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.20.dwg | Layout: 1U1.23PLOTTED: Nov 05, 2021-10:25:56am By FLOREACNXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-LD_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HIN
GT
ONLI
CENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENTSEE VOLUME 2
FOR CITY OF KENT
IMPROVEMENTS
RENTON SEGMENT
LANDSCAPE PLAN
108TH 52+00 TO 108TH 57+00
1U1.23
510
C. FLOREANI
C. FLOREANI
L. FRENCH
NO LANDSCAPE
WORK SHOWN ON
THIS SHEET
BOLLARDS
TCE
PLAN
CURB, SIDEWALK OR
PAVING EDGE
1/2 SPECIFIED SPACING,
UNLESS OTHERWISE NOTED
IN PLANTING SCHEDULE
SPECIFIED TRIANGULAR SPACING
CENTER OF
GROUNDCOVER OR
SHRUB PLANTS, TYP
12" GREATER
THAN DIA OF
ROOTBALL5'-0" STAKEHEIGHTROOTBALLDEPTH1'-0"MINTREE TRUNK
SECTION
2 TREE TIES ATTACHED LOOSELY TO ALLOW FOR
MINOR SWAYING
2-2"X2"12' STAKES ATTACHED TO TREE WITH LOOSELY TENSIONED
TREE TIES, INSTALL PARALLEL TO WALK AND CURB, KEEP CLEAR
OF ROOTBALL & WATER BAG. TREE STAKES SHOWN
PERPENDICULAR TO CURB FOR GRAPHIC CLARITY ONLY, REFER
TO PLAN VIEW FOR TREE STAKE ORIENTATION
FINISH GRADE PRIOR TO PLACING MULCH OR SEED
1:1 SLOPE ON SIDES OF PLANTING HOLE
TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE
3" HT WATER RING
3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK
BACKFILL WITH PLANTING SOIL & THOROUGHLY WATER SETTLE
AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE
STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY
REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1/3 OF ROOTBALL
AND REMOVE CUT BURLAP FROM PLANTING PIT
CURB AND GUTTER
24" DEEP ROOT BARRIER BELOW BOND BREAK MATERIAL,
10" LONG CENTERED ON TREE; AVOID UNDERMINING
PAVING SUBGRADE
SIDEWALK
OF TREE
TRUNK
L
OF TREE
TRUNK
&
PLANTING
STRIP
CL
PLAN5'-0" MIN, TYP5'-0" MIN, TYP
UNDISTURBED EX SOIL OR SOIL
COMPACTED TO 85% MAX DRY
DENSITY, VERIFY POSITIVE DRAINAGE
PRIOR TO PLANTING
ELECTRICAL CONCUIT,
WATER SERVICES ETC,
SHALL BE PLACED OUTSIDE
OF ROOT BARRIER
NOTES:
1.IF TREE IS LOCATED BEHIND THE
SIDEWALK, SEE DETAIL B/1U2.01
2.ALL CONSTRUCTION DEBRIS SHALL BE
REMOVED FROM TREE PITS. INSTALL
MINIMUM 12" DEPTH OF PLANTING SOIL
AROUND ROOT BALL PER SOIL
PREPARATION DETAIL.
3.FOR CONTAINER GROWN TREES, ALL ROOT
BOUND ROOTS SHALL BE CLEANLY CUT
AND SEPARATED.
4.NO PRUNING OF THE TREES SHALL OCCUR
AT PLANTING.
ROOTBALL
TREE TRUNK
TREE STAKE AND TREE TIES
PARALLEL TO WALK AND CURB
TREE TIES; SECURE TO TREE STAKE
WITH #2 PENNY COMMON NAIL (ONE
PER STAKE)
LOOP DIAMETER SHALL BE 6"-8" GREATER
THAN TREE TRUNK DIAMETER; SECURE
LOOP WITH OVERHAND SLIPKNOT, PULLED
AGAINST A SECOND OVERHAND KNOT,
TIED ON THE TREE TIES
WATER RING SHALL BE 6" FROM
EDGE OF TREE STAKE
ROOT BARRIER MIN. 10'LX2'D CENTER
LENGTH ON TREE, BOTH SIDES OF
PLANTER STRIP
12" GREATER
THAN DIA OF
ROOTBALL5'-0" STAKEHEIGHTTREE TRUNK
SECTION
UNDISTURBED EX SOIL OR SOIL COMPACTED
TO 85% MAX DRY DENSITY, VERIFY POSITIVE
DRAINAGE PRIOR TO PLANTING
ROOTBALL
TREE TRUNK
TREE STAKE
TREE TIES; SECURE TO TREE STAKE WITH #2
PENNY COMMON NAIL (ONE PER STAKE)
LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE
TRUNK DIAMETER; SECURE LOOP WITH OVERHAND
SLIPKNOT, PULLED AGAINST A SECOND OVERHAND
KNOT, TIED ON THE TREE TIESPLAN
FINISH GRADE PRIOR TO PLACING MULCH
OR SEED
1:1 SLOPE ON SIDES OF PLANTING HOLE
WATER RING SHALL BE 6" FROM
EDGE OF TREE STAKE
TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE
3" HT WATER RING
3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK
WATER BAG
BACKFILL WITH PLANTING SOIL &
THOROUGHLY WATER SETTLE
NOTES:
1.TREE PIT WIDTH SHALL NOT BE LESS
THAN 2 TIMES THE ROOT BALL DIAMETER
2.STREET TREES SHALL NOT BE PLACED
WITHIN THE SIGHT DISTANCE TRIANGLE
3.INSTALL A MINIMUM 24" DEEP ROOT
CONTROL BARRIER AT GRADE TO AT
LEAST 6" BELOW THE ROOT BALL; 10'
LONG CENTERED ON TREE IN LOCATIONS
AS INDICATED ON PLANTING PLANS.
OF TREE
TRUNK
CL
ROOTBALLDEPTH1'-0"MIN2 TREE TIES ATTACHED LOOSELY TO ALLOW FOR
MINOR SWAYING
2-2"X2"12' STAKES ATTACHED TO TREE WITH LOOSELY TENSIONED
TREE TIES, INSTALL PARALLEL TO WALK AND CURB, KEEP CLEAR
OF ROOTBALL & WATER BAG
AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE
STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY
REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1/3 OF ROOTBALL
AND REMOVE CUT BURLAP FROM PLANTING PIT
WATER BAG
12" GREATER
THAN DIA OF
ROOTBALL5'-0" STAKEHEIGHTROOTBALLDEPTH1'-0"MINTREE TRUNK
SECTION
UNDISTURBED EX SOIL OR SOIL COMPACTED
TO 85% MAX DRY DENSITY, VERIFY POSITIVE
DRAINAGE PRIOR TO PLANTING
ROOTBALLTREE TRUNK
TREE STAKE
TREE TIES; SECURE TO TREE STAKE WITH #2
PENNY COMMON NAIL (ONE PER STAKE)
LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE
TRUNK DIAMETER; SECURE LOOP WITH OVERHAND
SLIPKNOT, PULLED AGAINST A SECOND OVERHAND
KNOT, TIED ON THE WEBBED FABRIC TAPEPLAN
WATER RING SHALL BE 6" FROM
EDGE OF TREE STAKE
FINISH GRADE PRIOR TO PLACING MULCH
OR SEED
1:1 SLOPE ON SIDES OF PLANTING HOLE
TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE
3" HT WATER RING
3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK
WATER BAG
BACKFILL WITH PLANTING SOIL &
THOROUGHLY WATER SETTLE
2 TREE TIES ATTACHED LOOSELY TO ALLOW FOR
MINOR SWAYING
2-2"X2"12' STAKES ATTACHED TO TREE WITH LOOSELY
TENSIONED TREE TIES, INSTALL PARALLEL TO WALK AND CURB,
KEEP CLEAR OF ROOTBALL & WATER BAG
AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE
STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY
REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1/3 OF ROOTBALL
AND REMOVE CUT BURLAP FROM PLANTING PIT
NOTES:
1.TREE PIT WIDTH SHALL NOT BE LESS THAN 2
TIMES THE ROOT BALL DIAMETER
2.STREET TREES SHALL NOT BE PLACED WITHIN
THE SIGHT DISTANCE TRIANGLE
3.INSTALL A MINIMUM 24" DEEP ROOT CONTROL
BARRIER AT GRADE TO AT LEAST 6" BELOW THE
ROOT BALL; 10' LONG CENTERED ON TREE IN
LOCATIONS AS INDICATED ON PLANTING PLANS.C:\pw_workdir\den003\ext_jb081907\d0601389\1 U2.01.dwg | Layout: 1U2.01PLOTTED: Nov 02, 2021-11:54:08am By jbakkeXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HI
N
GT
ONLICENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
RENTON SEGMENT
LANDSCAPE DETAILS
1U2.01
C. FLOREANI
C. FLOREANI
L. FRENCH
SCALE:
DECIDUOUS TREE PLANTING WITH WATER BAG
IN PLANTER & ROADWAY MEDIAN
DETAIL
NTS
A
1U2.01
SCALE:
DECIDUOUS TREE PLANTING
AT BACK OF SIDEWALK
DETAIL
NTS
B
1U2.01
SCALE:
GROUNDCOVER & SHRUB PLANTING LAYOUT
DETAIL
NTS
C
1U2.01
SCALE:
CONIFER TREE PLANTING
AT BACK OF SIDEWALK
DETAIL
NTS
D
1U2.01
511
SECTIONROOTBALLDEPTH
PLANTING HOLE TO BE 6" LARGER
THAN DIA OF ROOTBALL FOR PLANTS
WITH 1 GAL CONTAINERS, 12" LARGER
THAN DIA OF ROOTBALL FOR PLANTS
FROM 2 GAL CONTAINERS
3" BARK MULCH DEPTH; KEEP MULCH
LAYER AWAY FROM FOLIAGE
FINISH GRADE PRIOR TO PLACING
BARK MULCH
LIGHTLY SCARIFY ROOTBALL TO
LOOSEN ROOTS PRIOR TO PLANTING
1:1 SLOPE ON SIDES OF
PLANTING HOLE
BACKFILL WITH PLANTING SOIL &
THOROUGHLY WATER SETTLE
UNDISTURBED EX SOIL OR EX SOIL
COMPACTED TO 85% MAX DRY
DENSITY; VERIFY POSITIVE DRAINAGE
PRIOR TO CONSTRUCTION
TOP OF ROOT CROWN TO BE
FLUSH WITH FINISH GRADE
STEP 1
EXCAVATE EXISTING SOIL TO
11" DEPTH BELOW ADJACENT
CURB OR PAVING. AVOID
UNDERMINING ADJACENT
CURB OR PAVING SUBBASE
MATERIAL. PROVIDE
PERCOLATION TEST PER
SPECS, PRIOR TO
PROCEEDING TO STEP 2.
STEP 2
THOROUGHLY SCARIFY
SUBGRADE TO A MIN 10"
DEPTH. OWNER'S REP SHALL
REVIEW & APPROVE WORK
PRIOR TO PROCEEDING TO
STEP 3.
STEP 3
INSTALL 8" DEPTH OF
PLANTING SOIL & WATER
SETTLE/COMPACT PRIOR TO
INSTALLING PLANTS. REVIEW
FINISH GRADE WITH OWNER'S
REP PRIOR
TO PLANTING.
STEP 4
INSTALL PLANTS.
STEP 5
INSTALL 3" MULCH DEPTH.
STEP 1 STEP 4STEP 3
3" MULCH DEPTH, INSTALL TOP
OF MULCH FLUSH WITH TOP OF
ADJACENT CURB OR PAVING
LEVEL WITH TOP
OF ADJACENT
CURB OR PAVING
INSTALL PLANTS
STEP 2
PLANTING SOIL
STEP 5
FINISH GRADE
UNDISTURBED
EXISTING SOIL OR
FILL COMPACTED
TO 85% MAXIMUM
DRY DENSITY, TYP;
VERIFY POSITIVE
DRAINAGE PRIOR
TO CONSTRUCTION
SECTION 10"8"3"10"8"LIFTSTEP 1
EXCAVATE EXISTING SOIL TO
15" DEPTH BELOW ADJACENT
CURB OR PAVING. AVOID
UNDERMINING ADJACENT
CURB OR PAVING SUBBASE
MATERIAL. PROVIDE
PERCOLATION TEST PER
SPECS, PRIOR TO
PROCEEDING TO STEP 2.
STEP 2
THOROUGHLY SCARIFY
SUBGRADE TO A MIN 12"
DEPTH. OWNER'S REP SHALL
REVIEW & APPROVE WORK
PRIOR TO PROCEEDING TO
STEP 3.
STEP 3
INSTALL 12" DEPTH OF
PLANTING SOIL & WATER
SETTLE/COMPACT PRIOR TO
INSTALLING PLANTS. REVIEW
FINISH GRADE WITH OWNER'S
REP PRIOR TO PLANTING.
STEP 5
INSTALL PLANTS.
STEP 6
INSTALL 3" MULCH DEPTH.
STEP 1 STEP 4STEP 3
3" MULCH DEPTH, INSTALL TOP
OF MULCH FLUSH WITH TOP OF
ADJACENT CURB OR PAVINGLEVEL WITH TOP
OF ADJACENT
CURB OR PAVING INSTALL PLANTS
STEP 2
PLANTING SOIL
STEP 5
FINISH GRADE
UNDISTURBED EXISTING
SOIL OR FILL COMPACTED
TO 85% MAXIMUM DRY
DENSITY, TYP; VERIFY
POSITIVE DRAINAGE
PRIOR TO CONSTRUCTION
SECTION 12"3"12"12"LIFT11"15"12"12"12"NOTE
1.ALL DIMENSIONS INDICATE
COMPACTED DEPTHS.
2.REMOVE STRUCTURAL FILL
AND CONSTRUCTION DEBRIS
PRIOR TO BEGINNING WORK.
NOTE
1.ALL DIMENSIONS INDICATE
COMPACTED DEPTHS.
2.REMOVE STRUCTURAL
FILL AND CONSTRUCTION
DEBRIS PRIOR TO
BEGINNING WORK.
STEP 1
EXCAVATE EXISTING SOIL 7" FOR
MULCH AREAS AND 4.5" FOR SEED
AREAS BELOW ADJACENT CURB, WALL,
OR PAVING. REMOVE SUBBASE FILL
MATERIAL FROM PLANTING AREA.
STEP 2
SCARIFY SUBGRADE TO A MINIMUM 6"
DEPTH. OWNER'S REP SHALL REVIEW
& APPROVE WORK PRIOR TO
PROCEEDING TO STEP 3.
STEP 3
INSTALL MINIMUM 4" DEPTH OF
PLANTING SOIL. WATER
SETTLE/COMPACT PRIOR TO
INSTALLING LAWN SEED OR MULCH.
REVIEW FINISH GRADE WITH OWNER'S
REP PRIOR TO SEEDING OR
INSTALLING MULCH.
STEP 4
INSTALL LAWN SEED OR 3"
DEPTH MULCH.
NOTES:
1.ALL DIMENSIONS INDICATE
COMPACTED DEPTHS.
2.REMOVE STRUCTURAL FILL AND
CONSTRUCTION DEBRIS PRIOR TO
BEGINNING WORK.
SECTION STEP 1 STEP 4STEP 3
SEED OR
MULCH
STEP 2
FINISH GRADE
UNDISTURBED EXISTING SOIL OR FILL
COMPACTED TO 85% MAXIMUM DRY
DENSITY, TYP; VERIFY POSITIVE
DRAINAGE PRIOR TO CONSTRUCTION
4" DEPTH
PLANTING
SOIL
6"4"LIFTIN SEEDED AREAS, FINISH GRADE
WILL BE 1/2" BELOW ADJACENT
CURB, WALL, OR PAVING
SCARIFY
DEPTH TO SUBGRADE,
SEE STEP 1
10"C:\pw_workdir\den003\ext_jb081907\d0601389\1 U2.01.dwg | Layout: 1U2.02PLOTTED: Nov 02, 2021-11:54:09am By jbakkeXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
STATE O F W A S HI
N
GT
ONLICENS
E
D LANDS C A P E A R CHITECTNO. 1465 EX P . 1 2 /0 3/21LORCA N B R I A N F
R
E
NCHMETRO PROJECT ENGINEER
RENTON SEGMENT
LANDSCAPE DETAILS
1U2.02
C. FLOREANI
C. FLOREANI
L. FRENCH
SCALE:
SEED LAWN & MULCH SOIL PREP
DETAIL
NTS
A
1 U2.02
SCALE:
GROUNDCOVER & SHRUB PLANTING
DETAIL
NTS
C
1 U2.02
SCALE:
SOIL PREP FOR PLANTING AREAS WITHOUT TREES
DETAIL
NTS
D
1 U2.02
SCALE:
SOIL PREP FOR SHRUB & GROUNDCOVER
PLANTING AREAS WITH TREES
DETAIL
NTS
B
1 U2.02
512
LEGEND W20-1
48"
48"
ROAD
WORK
AHEAD
48"
48"
BE
PREPARED
TO STOP
W20-7B
48"
48"
W20-4
ONE LANE
ROAD
AHEAD
48"
48"
W20-7A
W20-1
48"
48"
ROAD
WORK
AHEAD
48"
48"
W20-4
ONE LANE
ROAD
AHEAD
48"
48"
BE
PREPARED
TO STOP
W20-7B
48"
48"
W20-7A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
URBAN STREETS
35 / 40 MPH
25 / 30 MPH
45 / 55 MPH
60 / 65 MPH
48"
48"
W20-7A
W20-1
48"
48"
ROAD
WORK
AHEAD
48"
48"
W20-4
ONE LANE
ROAD
AHEAD
48"
48"
BE
PREPARED
TO STOP
W20-7B
50/65
TAPER TANGENT
10 TO 20
MPH
35/45
25/30
10 TO 20
10 TO 20 40
60
80
SIGN SPACING = X (1)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
25 MPH OR LESS 100' (2)
200' (2)
350'
500'
800'
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERSINTERSECTING ROADWAYW20-7B (OPTIONAL IF
40 MPH OR LESS)
W20-7B (OPTIONAL IF
40 MPH OR LESS)
W20-7B (OPTIONAL IF
40 MPH OR LESS)
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
WORK
AREA
1.
2.
3.
4.
50' TO 100'
6 DEVICE
MIN.
50' TO 100'
6 DEVICE
MIN.
50' TO
300'
NOTES
ALL SIGNS ARE BLACK ON ORANGE.
EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS
FOR ADDITIONAL DETAILS.
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
BUFFER DATA
CHANNELIZATION DEVICE
SPACING (FEET)C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.01PLOTTED: Nov 15, 2021-07:42:27am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
TRAFFIC CONTROL PLAN
1TC1.01
513
A. VILLAR
C. WILCOX
S. FORMAN
1
PCMS
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
PCMSTMA10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDER
WIDTH
(feet)
160
200 220
170 190
240
150
190
130
170
120
150
40
60
60
90
90
90
WORK AREA
PCMSTMAW4-2(L)
48"
48"
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
W20-1
48"
48"
ROAD
WORK
AHEAD
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
25 30 35 40 50 55
12
60
11
65 70
LANE
WIDTH
(feet)
8'
55 / 70 MPH
800'
1 MILE
AHEAD
LEGEND
TEMPORARY SIGN LOCATION
TRAFFIC SAFETY DRUM
SEQUENTIAL ARROW SIGN
TRANSPORTABLE ATTENUATOR
PORTABLE CHANGEABLE MESSAGE SIGN
MPH
50/70
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
SINGLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE ± IN
ADVANCE OF LANE CLOSURE SIGNING.
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER.
DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE.
USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT)
(RECOMMENDED).
DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE
20' (FT).
ALL SIGNS ARE BLACK ON ORANGE.
1.
2.
3.
4.
5.
6.
NOTES2' MIN.SEE
NOTE 4
C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.02PLOTTED: Nov 15, 2021-07:42:34am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
TRAFFIC CONTROL PLAN
1TC1.02
514
A. VILLAR
C. WILCOX
S. FORMAN
W4-2(L)
48"
48"
48"
48"
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
W20-1
48"
48"
ROAD
WORK
AHEADPCMS TMAW4-2(L)
48"
48"
25 30 35 40 45 50 55 60 65 70
FREEWAYS & EXPRESSWAYS
MPH
50/70
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
25 30 35 40 45 50 55
10
12
550
605
660
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
LANE
WIDTH
(feet)
-
-
--
-
720
660
780 840
10'
8'
40
40
SHOULDER
WIDTH
(feet)
160
200 220
170 190
240
150
190
130
170
120
150
40
60
60
90
90
90
55 / 70 MPH
200' (2)
100' (2)
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
60 / 65 MPH 800' RURAL HIGHWAYS
25 / 30 MPH
URBAN STREETS
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION
SEQUENTIAL ARROW SIGN
TRANSPORTABLE ATTENUATOR
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY SIGN LOCATION (5' FT MOUNTING HEIGHT)TMAPCMS
LEGEND
DOUBLE-LANE CLOSURE FORMULTI-LANE ROADWAYS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
1500'
CHANNELIZATION DEVICE
SPACING (feet)USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
25 MPH OR LESS
1
PCMS
2
FIELD LOCATE 1 MILE ± IN
ADVANCE OF LANE CLOSURE SIGNING.
WATCH
FOR SLOW
TRAFFIC
2 LANES
CLOSED
AHEAD
XXX L 2L L B
L/3
1000' or X
WORK
AREA2' MIN.R 200'
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
1.
2.
3.
4.
5.
6.
SEE NOTE 4
NOTES
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER.
DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANES.
USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT)
(RECOMMENDED).
DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE
20' (FT).
ALL SIGNS ARE BLACK ON ORANGE.
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.03PLOTTED: Nov 15, 2021-07:42:42am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
TRAFFIC CONTROL PLAN
1TC1.03
515
A. VILLAR
C. WILCOX
S. FORMAN
WORK AREA
W20-1
48"
48"
ROAD
WORK
AHEAD
W21-5
48"
48"
SHOULDER
WORK
RURAL ROADS & URBAN ARTERIALS
URBAN STREETS 25 MPH OR LESS 100' (2)
200' (2)
35 / 40 MPH
25 / 30 MPH
350'
25 30 35 40 45 50 55 60 65 70
SHOULDER
WIDTH
(feet)
MPH
35/40
25/30
TAPER TANGENT
30
20
60
40
10'
8'40 -
--
--
-
-
-
-
-
-
-40
40
60
60
90
90
90
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
SIGN SPACING = X (1)
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
CHANNELIZATION DEVICE
SPACING (feet)
SHOULDER CLOSURE - LOW SPEED
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
LEGEND 2' MIN.10' MIN.NOTES
DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT).
ALL SIGNS ARE BLACK ON ORANGE.
1.
2.
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.04PLOTTED: Nov 15, 2021-07:42:48am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
TRAFFIC CONTROL PLAN
1TC1.04
516
A. VILLAR
C. WILCOX
S. FORMAN
W20-1
48"
48"
ROAD
WORK
AHEAD
W4-2(L)
48"
48"
W20-1
48"
48"
ROAD
WORK
AHEAD
W1-4(L)
48"
48"
R4-7B
B/W
48"
48"
CENTER LANE
CLOSED
AHEAD
W20-5C
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
PCMSPCMSRURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
PCMS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
RIGHT LANE CLOSURE WITH SHIFT - 5 LANE ROADWAY
1 2
1 MILE
AHEAD
RIGHT
LANE
CLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
1 2
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
CENTER
LANE
CLOSED
NO
LEFT
TURNING
WORK
AREA
L/2
TAPER TRAFFIC DEVICES TAPER
L/2
LEGEND
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
NOTES
DEVICE SPACING 1/2
DISTANCE FOR OPPOSING
1.
2.
3.
4.
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.
FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3
IN LIEU OF SIGN W1-4.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.05PLOTTED: Nov 15, 2021-07:42:55am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
TRAFFIC CONTROL PLAN
1TC1.05
517
A. VILLAR
C. WILCOX
S. FORMAN
WORK AREA
W20-1
48"
48"
ROAD
WORK
AHEAD
W20-5L
48"
48"
LEFT LANE
CLOSED
AHEAD
48"
48"
W4-2R
W20-1
48"
48"
ROAD
WORK
AHEAD
W20-5L
48"
48"
LEFT LANE
CLOSED
AHEAD
48"
48"
W4-2R
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
PCMSPCMSPCMS
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
LEGEND
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE
PORTABLE CHANGEABLE MESSAGE SIGN
LEFT LANE AND CENTER TURN LANE
CLOSURE - 5 LANE ROADWAY
1 2
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
CENTER
LANE
CLOSED
NO
LEFT
TURNING
L/2
TAPER
L/2
TAPER
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
ALL SIGNS ARE BLACK ON ORANGE.
1.
2.
NOTES
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'C:\pw_workdir\den003\jeg_ngaier\d0601389\1 TC1.01.dwg | Layout: 1TC1.06PLOTTED: Nov 15, 2021-07:45:06am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
TRAFFIC CONTROL PLAN
1TC1.06
518
A. VILLAR
C. WILCOX
S. FORMAN
OPTIONAL IF 40 MPH OR LESS
W4-2(L)
48"
48"
W20-1
48"
48"
ROAD
WORK
AHEAD
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
60 / 65 MPH 800' RURAL HIGHWAYS
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
25 30 35 40 45 50 55
10
12
550
605
660
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
720
660
--
W4-2(L)
48"
48"
48"
48"
BE
PREPARED
TO STOP
W20-7B
48"
48"
W20-7A
48"
48"
W20-4
ONE LANE
ROAD
AHEAD
W20-1
48"
48"
ROAD
WORK
AHEAD
48"
48"
BE
PREPARED
TO STOP
W20-7B
48"
48"
W20-7A
48"
48"
BE
PREPARED
TO STOP
W20-7B
48"
48"
W20-7A
48"
48"
BE
PREPARED
TO STOP
W20-7B
48"
48"
W20-4
ONE LANE
ROAD
AHEAD
W20-1
48"
48"
ROAD
WORK
AHEAD
48"
48"
W20-7A
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
W20-1
48"
48"
ROAD
WORK
AHEAD
MPH
50/70
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
48"
48"
CENTER LANE
CLOSED
AHEAD
W20-5C
1.
2.
3.
4.
CHANNELIZATION DEVICE
SPACING (feet)
LANE
WIDTH
(feet)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
WORK
AREA
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.
IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE"
OR TURNED OFF DURING FLAGGING OPERATIONS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS
WITHIN WORK AREA LIMITS.
ALL SIGNS ARE BLACK ON ORANGE.
INTERSECTION LANE CLOSURE - FIVE LANE ROADWAY
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
NOTES
C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.07PLOTTED: Nov 15, 2021-07:43:08am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
TRAFFIC CONTROL PLAN
1TC1.07
519
A. VILLAR
C. WILCOX
S. FORMAN
R8-3
24" x 30"
R/W
SIDEWALK
CLOSED
SIDEWALK CLOSED
AHEAD
WORK AREA
SIDEWALK CLOSED
AHEAD
R9-11
24" x 12"
B/W
R9-11
24" x 12"
B/W
R9-9
24" x 12"
B/W
R9-10
24" x 12"
B/W
SIDEWALK CLOSED
DETOUR
DETOUR
30"
24"
30"
24"
R9-10
24" x 12"
B/W
SIDEWALK CLOSED
INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA
24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL.
PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED.
CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY.
A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE MINIMUM).
CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES
PRIOR TO IMPLEMENTING ANY CLOSURES.
SEE SHEET TC-52 FOR TEMPORARY PEDESTRIAN RAMP DETAILS.
ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SEE
STANDARD SPECIFICATION 1-10.2(1)B.
TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE PLACED ON
THE DIVERTED PATH WHEN EXISTING BUTTONS ARE NOT
ACCESSIBLE TO PEDESTRIANS.
2.
3.
4.
5.
6.
LEGEND
INTERSECTION PEDESTRIAN TRAFFIC CONTROL
WORK AREA
M4-9B
B/O
M4-9B
B/O
NOTES
1.
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PEDESTRIAN CHANNELIZING DEVICES
TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)C:\pw_workdir\den003\jeg_ngaier\d0601389\1 TC1.01.dwg | Layout: 1TC1.08PLOTTED: Nov 15, 2021-07:46:30am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
METRO PROJECT ENGINEER
RENTON SEGMENT
TRAFFIC CONTROL PLAN
1TC1.08
520
A. VILLAR
C. WILCOX
S. FORMAN