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TYPICAL SECTION AND DETAIL
REFERENCING SYSTEM
(1) THE SECTION IS CUT ON DRAWING A101:
SECTION LETTER
ELEVATION LETTER
A Agdkkh�
/A .01
A3.01
DRAWING ON WHICH SECTION/ELEVATION
APPEARS.
(2) ON DRAWING A105 THIS SECTION IS IDENTIFIED:
SECTION LETTER
SECTION B DRAWING ON WHICH SECTION WAS
SCALE: A1.0� TAKEN.
(3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT
THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY
LETTERS.
VICINITY MAP
99
NOT TO SCALE
KENMORE BOTHE
5 k
405
� K�ND
MEDINA
•
TTLE v
E
• 290a
SNOHOMISH CO.
KING CO.
DUVALL
12 )
REDMOND
SAMM.
A 202 1
DRAWING NUMBERING
SYSTEM KEY:
DISCIPLINE
U
UIVIL
DR
DRAINAGE
E
ELECTRICAL
EC
EROSION CONTROL
G
GENERAL
I
INTERCONNECT
L
LIGHTING
R
RETAINING WALL
S
STATION
TC
TRAFFIC CONTROL
TS
TRAFFIC SIGNAL
U
LANDSCAPING
UT
UTILITY
AREA LOCATION
(FOR PROJECTS WITH 2 C 1 001
MULTIPLE LOCATIONS)
DISCIPLINE
SEQUENTIAL DESIGNATOR SEQUENTIAL DRAWING NUMBER WITHIN
SEPARATOR DISCIPLINE AND DESIGNATED CATEGORY
1 2 19
King County
METRO
CIVIL CONSTRUCTION
PERMIT #'C2 1 00 1 1 28:
COR CONDITIONS OF APPROVAL
ARE LISTED ON SHEET 2 - 1 GO.01
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W FTLTN OWNER CONTACT: v V�
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METRO KING COUNTY METRO m
5 PRESTO
JANINE ROBINSON, AICP
janirobinson@kingcounty.gov
-0 509 405 900 ISS•UAH 2O6.477.7563 a
G
"Pi R1 E 201 S JACKSON ST Q
RENTON SEATTLE, WA 98104
518
99 TU IL 169 18 LINE ENGINEER CONTACT: w° AUBURN SEGMENT
IVASN o JACOBS ENGINEERING
ISLAND o JOHN MCKENZIE, PIE t�
DES 1a1 1 KING COUNTY John. McKenzie@jacobs.com o
MOINE 7 ® 425.453.3000 _
MAPLE KENT VALLEY
1100 112TH AVE NE o
�
AD -READY SUBMITTAL DEVELOPMENT ENGINEERING � BELLEVUE, WA 98004 �
Michael Sippo 09/11/2024 � SURVEYOR CONTACT:
169 JUNE 149 2024 1 ALLIANCE ooe�
18 MARK GROOT
A URP
K EXPECTED RELEASE DATE SEPTEMBER 2024 mark.groot@1-alIiance.com
5 DIA D PROJECT 425.598.2200
ALGONA VICINITY 1261 120TH AVE NE LOCATION MAP
WASTEWATER UTILITY REGIONAL FIRE AUTHORITY �Eoti TRANSPORTATION OPERATION WATER UTILITY NOT TO SCALE
TACOMA PACIFIC SURFACE WATER UTILITY APPROVED `gip F
PiE cEc o. JFarah 09/03/2024 jstowell 08/29/2024 cthomas 08/28/2024 y4�FlRE►0 CBarnes 09/09/2024 JValdez 09/05/2024 [T-421-4-011[S--421-4-0110-421-4011 R-421401
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
AD -READY SUBMITTAL ' JUNE 2024
�. A. VILLAR G. FRANCO RAP I D RI D E I LINE
(425) 453-5000 �� ®Y W DRAWN:
1100 1 12TH AVE NE, SUITE 500aco �``�a
sBELLEVUE, WA 98004 0 C. WILCOX King County
CHECKED: PROJECT NO: LQ VOLUME 1 DRAWING NO:
5I48�9 A.STOTT E00566E18 MET RENTON SEGMENT 1 G0.00
No. REVISION BY APP'D DATE
ssj®NALSHEET N
COVER
6/13/24 CHECKED: CONTRACT N0: 0: OF K. CHANG YUEN CXXXXXXXX 1 473
O
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ABBREVIATIONS:
ABBREVIATIONS (CONTINUED):
GENERAL NOTES:
COR CONDITIONS OF APPROVAL:
o a�
Coo
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cV w
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o92 0,5 m
W
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0 0 e
LU (n
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AFO
AERIAL FIBER OPTIC
AP
ANGLE POINT
BOC
BACK OF CURB
BOS
BACK OF SIDEWALK
BOT
BOTTOM
BOW
BOTTOM OF WALL
BTWN
BETWEEN
CB
CATCH BASIN
CIP
CAST IN PLACE
CJ
CONSTRUCTION JOINT
COA
CITY OF AUBURN
COK
CITY OF KENT
CONC
CONCRETE
CONT
CONTINOUS
COR
CITY OF RENTON
CL
CENTERLINE
CID
CENTER POINT
CSBC
CRUSHED SURFACING BASE COURSE
CSTC
CRUSHED SURFACING TOP COURSE
DIA
DIAMETER
DWG
DRAWING
E
EASTING
EJ
EXPANSION JOINT
ELEV, EL
ELEVATION
EX
EXISTING
FF
FRONT OF FACE
FG
FINISH GRADE
FL
FLOW LINE
HMA
HOT MIX ASPHALT
IB
INBOUND
IE
INVERT ELEVATION
KCM
KING COUNTY METRO
L
LENGTH
LT
LEFT
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
N
NORTHING
NO.
NUMBER
NTS
NOT TO SCALE
NST
NOT STEEPER THAN
OB
OUTBOUND
OC
ON CENTER
OHP
OVERHEAD POWER
OHT
OVERHEAD TELEPHONE/ TELECOM
PC
POINT OF CURVATURE
No. I REVISION
PCC POINT OF COMPOUND CURVATURE
POB POINT OF BEGINNING
POE POINT OF END
PRC POINT OF REVERSE CURVE
PROP PROPOSED
PSE PUGET SOUND ENERGY
PT POINT
PI POINT OF INTERSECTION
PVC POINT OF VERTICAL CURVE
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENT
RT RIGHT
RTIS REAL TIME INFORMATION SYSTEM
ROW RIGHT OF WAY
SD STORM DRAIN
SF SQUARE FOOT/FEET
SHLDR SHOULDER
SPA SPACING
STA STATION
SR STATE ROUTE
STD STANDARD
SYM SYMMETRICAL
TC, TOC TOP OF CURB
TCE TEMPORARY CONSTRUCTION EASEMENT
TESC TEMPORARY EROSION AND SEDIMENT CONTROL
TOW TOP OF WALL
TSP TRANSIT SIGNAL PRIORITY
TYP TYPICAL
UD UNDERDRAIN
UNO UNLESS NOTED OTHERWISE
UTIL UTILITY
W/ WITH
WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
BY I APP'D I DATE
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 - (KING COUNTY METRO)
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 BUSSTOPINSPECTIONS@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.
ON
(425) 453-5000
1100 112TH AVE NE, SUITE 500
cobBELLEVUE, WA 98004
DESIGNED: APPROVED:
A. VILLAR G. FRANCO
DRAWN:
C. WILCOX
CHECKED: PROJECT NO:
A.STOTT E00566E18
CHECKED: CONTRACT NO:
l
K. CHANG YUEN CXXXXXXXX
1. ISSUANCE OF CIVIL CONSTRUCTION PERMIT C2 1 00 1 1 28 IS FOR THE PURPOSES OF PROJECT BID AND
CONTRACTOR PROCUREMENT. CONSTRUCTION SHALL NOT OCCUR UNTIL THE CITY PROJECT MANAGER
ISSUES A NOTICE TO PROCEED.
2. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE APPLICANT, PROJECT CONTRACTOR, CITY
REPRESENTATIVES AND INSPECTION STAFF PRIOR TO NOTICE TO PROCEED.
3. ALL PROJECT CONSTRUCTION AND INSPECTION FEES SHALL BE PAID PRIOR TO SCHEDULING OF
PRE -CONSTRUCTION MEETING AND ISSUANCE OF THE NOTICE TO PROCEED.
4. ALL PROJECT ENTITLEMENTS SUCH AS CONSTRUCTION EASEMENTS AND ROW ACQUISITIONS SHALL BE IN
PLACE AND COPIES PROVIDED TO THE CITY PRIOR TO ISSUANCE OF THE NOTICE TO PROCEED.
5. PROJECT PUBLIC AGENCY SERVICE AGREEMENT SHALL BE IN PLACE AND EXECUTED PRIOR TO NOTICE TO
PROCEED.
6. ALL OUTSIDE AGENCY PERMITS OR APPROVALS SUCH AS PERMITS FROM SOOS CREEK WATER AND SEWER
DISTRICT, DEPARTMENT OF ECOLOGY OR WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SHALL BE
IN PLACE AND PROVIDED TO THE CITY PRIOR TO NOTICE TO PROCEED.
7. SHEET 1 EC.OA (PAGE 107): ADD ADDITIONAL NOTES FOR PRE -CONSTRUCTION. NOTES TO BE ADDED TO
SPECIFICATIONS.
8. SHEETS 1 L 1 .02, 1 L 1 .04A, 1 L 1 .13, ITS 1 .02B, ITS 1 .07B (PAGES 348, 351 , 360, 383, 400):
ITERIS APEX VECTOR (4-WAY) VIDEO DETECTION SYSTEM IS REQUIRED FOR ALL VIDEO DETECTION ON THE
PROJECT IN LIEU OF GRIDSMART VIDEO DETECTION CAMERAS. UPDATE PROJECT SPECIFICATIONS.
9. SHEET 1 L2.05 (PAGE 370): CONTRACTOR TO REQUEST STREETLIGHT POLE ID TAG NUMBERS FROM COR
TRANSPORTATION MAINTENANCE AFTER ALL STREET LIGHTS ARE INSTALLED AND FURNISH/INSTALL
STREETLIGHT ID TAGS PER CITY OF RENTON STANDARD PLANS 12 1.
10. SHEET 1 L2.05 (PAGE 370): A COLUMN ON THE POLE & FIXTURE SCHEDULE IS REQUIRED FOR ADDING
LAT/LONG BY CONTRACTOR ON AS -BUILT PLANS.
1 1. SHEET 1 TS 1.00 (PAGE 376): ADD ADDITIONAL NOTES. NOTES TO BE ADDED TO SPECIFICATIONS.
12. SHEET 1 TS 1.0 1 B (PAGE 378): VECTOR VANTAGE FOR VIDEO DETECTION.
13. SHEET 1 TS 1.0713 (PAGE 400): PROVIDE ADDITIONAL SCOOT SYSTEM INFORMATION TO CITY
TRANSPORTATION DEPARTMENT FOR REVIEW PRIOR TO NOTICE TO PROCEED.
14. SHEET I C8.02 (PAGE 422): INSTALL STOP BAR TO SOUTHERN EDGE OF WBTL.
15. SHEETS I C8.10, 1 C8.1 1, 1 C8.1 5 (PAGES 434, 436, 44): REMOVE STOP BARS AT RRFB CROSSINGS
ON CITY STREETS. KEEP STOP BARS AT RRFB CROSSINGS ON WSDOT HIGHWAYS.
Lal King County
METRO
DEVELOPMENT ENGINEERING
Michael Sippo 09/11/2024
T-421402 FS-42140-21 0-4-21400 R-421402
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
GENERAL NOTES AND
ABBREVIATIONS
DRAWING NO:
1 G0.01
SHEET NO: OF
2 473
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SURVEY PROPOSED EXISTING
BENCHMARK
41
0
BORE/POT HOLE
W CONTROL POINT
I
11 GROUND SHOT X O.00
r IRON PIPE •
NSURVEY MONUMENT
NSTONE/SPIKE
WETLAND/OHW FLAG
N
RIGHT OF WAY PROPOSED EXISTING
~ RIGHT-OF-WAY
N
CL PROPERTY LINE -------
TEMPORARY CONSTRUCTION EASEMENT
N
ROADWAY SIGNING AND STRIPING
I PROPOSED EXISTING
r
qq SIGN
O CHANNELIZATION - DASHED LINE
CHANNELIZATION - DOUBLE YELLOW LINE
CHANNELIZATION - EDGE LINE
CHANNELIZATION - WIDE SOLID LINE
CHANNELIZATION - WIDE DOTTED LANE LINE - - - - - - - - - - - - - - - - -
BICYCLE LANE
0�
ONLY SYMBOL
BUS SYMBOL o
STOP SYMBOL
ARROW LEFT
ARROW RIGHT
ARROW THRU 4
RED BUS LANE PAVEMENT MARKINGS :.
RAISED BIKE LANE PAVEMENT MARKINGS C
ROADWAY LINETYPES
PEDESTRIAN GUARDRAIL
RETAINING WALL
FENCE
PROPOSED
0 0
AD -READY SUBMITTAL
No. I REVISION
BY I APP'D I DATE
EXISTING
UTILITY
PROPOSED
EXISTING
COMM CABINET
8
COMM MANHOLE
❑
❑
COMM PULL BOX
m
❑
COMM RISER
TEL ❑
COMM VAULT
COUPLING
FIRE DEPT CONNECTION
-�
FIRE HYDRANT
GAS METER
❑O
❑O
GAS VALVE
H
❑
GAS VAULT
GROUNDING ROD
GUY POLE
GUY ANCHOR
HANDHOLE
❑
HH O
JUNCTION BOX
®
J B ❑
MONITORING WELL
SEWER CLEANOUT
S S C 0 0
SEWER MANHOLE
SS
SS
POLYPIG STATION
❑
POST INDICATOR VALVE
o P IV
POWER CABINET
❑
POWER MANHOLE
❑
❑
POWER METER
❑
POWER POLE
POWER PULL BOX
m
J B ❑
POWER RISER
P ❑
POWER VAULT
PSE TRANSFORMER
❑0
❑
THRUST BLOCK
UTILITY POLE
UTILITY VAULT
U VT
U VT
WATER HOSE BIB
❑
❑
WATER MANHOLE
❑
❑
WATER METER
❑
WATER VALVE
❑
so
(425) 453-5000
1100 112TH AVE NE, SUITE 500
cob BELLEVUE, WA 98004
DRAINAGE PROPOSED EXISTING
STORM CATCH BASIN, TYPE 1
STORM CATCH BASIN, TYPE 2
0
O
STORM CLEANOUT
0coo
STORM CULVERT
STORM WATER FLOW ARROW
-
S I G NAL
PROPOSED
EXISTING
SIGNAL PEDESTAL WITH PUSHBUTTON
I
MAST ARM POLE WITH LUMINAIRE
MAST ARM POLE
0—
TRAFFIC SIGNAL CONTROLLER CABINET
❑
ELECTRICAL SERVICE CABINET
EE
JUNCTION BOX - TYPES 1, 2 AND 8
e o O
® Isi B
TRAFFIC SIGNAL DETECTION ZONE
UNDERGROUND CONDUIT
- - -
LIGHTING
PROPOSED
EXISTING
ROADWAY LUMINAIRE, BRACKET ARM,
{
POLE, AND FOUNDATION
SIGNAL LUMINAIRE AND BRACKET ARM
(LENGTH VARIES)
EXISTING PSE LUMINAIRE REPLACEMENT
PEDESTRIAN LUMINAIRE, POLE,
AND FOUNDATION
JUNCTION BOX - TYPES 1, 2/4 AND 3/8
B O 0
® Isi B
CONDUIT
---
ITS
PROPOSED
EXISTING
JUNCTION BOX - TYPES 1, 2/4 AND 3/8
■ O 0
d
PULL BOX
PB
25-TA CABLE VAULT
AERIAL FIBER OPTIC
AFO
Is 60 Fowl
UTILITY LINETYPES PROPOSED
UNDERGROUND COMM LINE
OVERHEAD COMM LINE
UNDERGROUND FIBER OPTIC LINE
UNDERGROUND POWER LINE
OVERHEAD POWER LINE
ABANDONED SEWER LINE
UNDERGROUND SEWER LINE
ABANDONED STORM LINE
UNDERGROUND STORM LINE
UNDERGROUND UNDERDRAIN LINE
UNDERGROUND WATER LINE
UNDERGROUND GAS LINE
ABANDON LINE
REMOVE LINE
DESIGNED: APPROVED:
A. VILLAR
DRAWN:
C. WILCOX
CHECKED: PROJECT NO:
A. STOTT
CHECKED: CONTRACT NO:
l
K. CHANG YUEN
T-
OHC
FO -
n
EXISTING
T
OHC
FO
n
vnr �nr
ss ss
LID
-
W
W
G
G
LIQ King County
METRO
LANDSCAPE
DECIDUOUS TREE
(DASHED LINE INDICATES TREE
PROTECTION ZONE OF EXISTING TREE)
EVERGREEN/CONIFER TREE
(DASHED LINE INDICATES TREE PROTECTION
ZONE OF EXISTING TREE)
MULCH
RIVER ROCK MULCH
LAWN SEED
SHRUB AND GROUNDCOVER MIX A
SHRUB AND GROUNDCOVER MIX B
SHRUB AND GROUNDCOVER MIX C
SHRUB AND GROUNDCOVER MIX D
IRRIGATION CONTROL BOX
IRRIGATION CONTROL VALVE
IRRIGATION METER
ROCKERY WALL
PROPOSED
STATION (SHOWN AT 1"=10')
SHELTER (LARGE RAPIDRIDE SHELTER)
SHELTER (F50 SHELTER)
TECH PYLON
TRASH RECEPTACLE
BENCH
BIKE RACK
ELECTRICAL
UTILITY POLE
UNDERGROUND TRANSFORMER VAULT
CONTROLLER CABINET
ELECTRICAL SERVICE CABINET
JUNCTION BOX - TYPES 1, 2/4 AND 3/8
CONDUIT —
POWER PEDESTAL
(FRONT DOOR INDICATED BY THE T")
PROPOSED
FmI
F
EXISTING
ICB❑
N ICV
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OCC�C
PROPOSED
EXISTING
DEVELOPMENT ENGINEERING
Michael Sippo 09/11/2024
T-421403 FS--4214073 W-4-21400 R-421403
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT
GENERAL LEGEND
DRAWING NO:
1G0.02
SHEET NO: OF
3 473
VOLUME 1
VOLUME 2
VOLUME 3
N
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0
W
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SHEET
DRAWING NUMBER
DESCRIPTION
SHEET
DRAWING NUMBER
DESCRIPTION
SHEET
DRAWING NUMBER
DESCRIPTION
1
1 GO.00
VOLUME 1 RENTON SEGMENT - COVER
1
2GO.00
VOLUME 2 KENT SEGMENT - COVER
1
3GO.00
VOLUME 3 AUBURN SEGMENT - COVER
2
1 GO.01
GENERAL NOTES AND ABBREVIATIONS
2
2GO.01
GENERAL NOTES AND ABBREVIATIONS
2
3GO.01
GENERAL NOTES AND ABBREVIATIONS
3
1GO.02
GENERAL LEGEND
3
2GO.02
GENERAL LEGEND
3
3GO.02
GENERAL LEGEND
4
1 GO.03
RENTON, KENT & AUBURN - INDEX
4-7
2GO.02A - 2GO.02D
KENT-INDEX
4
3GO.03
RENTON, KENT, & AUBURN - INDEX
5-7
1 G1.01 -1 G1.03
RENTON SEGMENT - SHEET KEY
8 -10
2G2.01 - 2G2.03
KENT SEGMENT - SHEET KEY
5
3G3.01
AUBURN SEGMENT - SHEET KEY
8
1C0.01
RENTON SEGMENT - CONTROL NOTES & COORDINATES SHEET
11
2CO.01
KENT SEGMENT - CONTROL NOTES & COORDINATES SHEET
6
3CO.01
AUBURN SEGMENT - CONTROL NOTES & COORDINATES SHEET
9 -10
1 C1.0A -1 C1.0B
RENTON SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES AND LEGEND
12 -13
2C1.00 - 2C1.00A
KENT SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES
7
3C1.00
AUBURN SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES AND LEGEND
11 - 80
1C1.01 - 1C1.69
RENTON SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANS
14 - 108
2C1.01 - 2C1.94
KENT SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANS
8 - 53
3C1.01 - 3C1.46
AUBURN SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANS
81 - 83
1C4.OA-1C4.00
RENTON - TREE INVENTORY & TREE PROTECTION DETAILS
109-112
2C4.OA - 2C4.OD
KENT SEGMENT - TREE INVENTORY TABLES & TREE PROTECTION DETAILS
54
3C4.OA
AUBURN SEGMENT - TREE INVENTORY TABLES & TREE PROTECTION DETAILS
84
1C4.00
RENTON SEGMENT - SITE PREPARATION GENERAL NOTES AND LEGEND
113
2C4.00
KENT SEGMENT - SITE PREPARATION GENERAL NOTES AND LEGEND
55
3C4.00
AUBURN SEGMENT - SITE PREPARATION GENERAL NOTES AND LEGEND
85 -106
1 C4.01 -1 C4.17
RENTON SEGMENT - SITE PREPARATION PLANS
114 -153
2C4.01 - 2C4.29
KENT SEGMENT - SITE PREPARATION PLANS
56 - 72
3C4.01 - 3C4.11
AUBURN SEGMENT - SITE PREPARATION PLANS
107
1 EC.OA
RENTON SEGMENT - TESC GENERAL NOTES AND LEGEND
154
2EC1.00
KENT SEGMENT - TESC GENERAL NOTES AND LEGEND
73
3EC.00
AUBURN SEGMENT - TESC GENERAL NOTES AND LEGEND
108 -124
1 EC1.01 -1 EC1.17
RENTON SEGMENT - TESC PLANS
155 -189
2EC1.01 - 2EC1.29
KENT SEGMENT - TESC PLANS
74 - 85
3EC1.01 - 3EC1.12
AUBURN SEGMENT - TESC PLANS
125
1 C2.00
RENTON SEGMENT - PAVING GENERAL NOTES AND LEGEND
190
2ED.01
KENT SEGMENT - TESC DETAILS
86
3ED.01
AUBURN SEGMENT - TESC DETAILS
126 - 143
1 C2.01A - 1 C2.17
RENTON SEGMENT - PAVING PLANS
191
2C2.00
KENT SEGMENT - PAVING GENERAL NOTES AND LEGEND
87
3C2.00
AUBURN SEGMENT - PAVING GENERAL NOTES AND LEGEND
144 - 149
1C3.01 - 1C3.06
RENTON SEGMENT - ROADWAY TYPICAL SECTIONS
192 - 224
2C2.01 - 2C2.29
KENT SEGMENT - PAVING PLANS
88 - 99
3C2.01 - 3C2.11
AUBURN SEGMENT - PAVING PLANS
150 - 165
1C10.01 - 1C10.15
RENTON SEGMENT - GRADING PLANS
225 - 238
2C3.01 - 2C3.14
KENT SEGMENT - ROADWAY TYPICAL SECTIONS
100 - 104
3C3.01 - 3C3.05
AUBURN SEGMENT - ROADWAY TYPICAL SECTIONS
166 - 183
106.01 - 106.18
RENTON SEGMENT - CURB RAMP PLANS
242 - 273
2C10.01 - 2C10.29
KENT SEGMENT - GRADING PLANS
105 - 113
3C10.01 - 3C10.08
AUBURN SEGMENT - GRADING PLANS
184 - 187
1 C9.01 - 1 C9.04
RENTON SEGMENT - DRIVEWAY PLANS & PROFILES
274 - 296
2C6.01 - 2C6.20
KENT SEGMENT - CURB RAMP PLANS
114 - 117
3C6.01 - 3C6.04
AUBURN SEGMENT - CURB RAMP PLANS
188 - 189
105.01 - 105.02
RENTON SEGMENT - CIVIL DETAILS
297 - 320
2C9.01 - 2C9.18
KENT SEGMENT - DRIVEWAY PLAN & PROFILES
118 - 119
3C9.01 - 3C9.02
AUBURN SEGMENT - DRIVEWAY PLAN & PROFILES
190 - 191
1 UT.OA - 1 UT.OB
RENTON SEGMENT - UTILITY GENERAL NOTES AND LEGEND
321 - 324
2C5.01 - 2C5.04
KENT SEGMENT - CIVIL DETAILS
120 - 121
3C5.01 - 3C5.02
AUBURN SEGMENT - FOOTING DETAILS
192 - 208
1 UT.01 - 1 UT.17
RENTON SEGMENT - UTILITY PLANS
326
2UT.00
KENT SEGMENT - UTILITY GENERAL NOTES & LEGEND
122
3UT.00
AUBURN SEGMENT - UTILITY GENERAL NOTES & LEGEND
209 - 210
1 UP.01 - 1 UP.02
RENTON SEGMENT - UTILITY PROFILES
327 - 358
2UT.01 - 2UT.29
KENT SEGMENT - UTILITY PLANS
123 - 134
3UT.01 - 3UT.11
AUBURN SEGMENT - UTILITY PLANS
211
1 UD.01
RENTON SEGMENT - MANHOLE ADJUSTMENT DETAILS
359 - 360
2UP.01A - 2UP.01 B
KENT SEGMENT - UTILITY PROFILES
135
3UP.01
AUBURN SEGMENT - UTILITY PROFILES
212 - 213
1 DR.OA - 1 DR.OB
RENTON SEGMENT - DRAINAGE GENERAL NOTES & LEGEND
361 - 363
2UD.01 - 2UD.03
KENT SEGMENT - UTILITY DETAILS
136
3DR.00
AUBURN SEGMENT - DRAINAGE GENERAL NOTES & LEGEND
214 - 230
1 DR.01 -1 DR.17
RENTON SEGMENT - DRAINAGE PLANS
364
2DR.00
KENT SEGMENT - DRAINAGE GENERAL NOTES & LEGEND
137 -147
3DR.01 - 3DR.11
AUBURN SEGMENT - DRAINAGE PLANS
231 - 234
1 DRP.01 - 1 DRP.04
RENTON SEGMENT - DRAINAGE PROFILES
365 - 395
2DR.01 - 2DR.29
KENT SEGMENT - DRAINAGE PLANS
148 - 150
3DRD.01 - 3DRD.03
AUBURN SEGMENT - SHELTER DRAINAGE DETAILS
235 - 242
1 DRD.01 -1 DRD.08
RENTON SEGMENT - DRAINAGE DETAILS
396 - 400
2DRP.01 - 2DRP.05
KENT SEGMENT - DRAINAGE PROFILES
151 -152
3RO.00 - 3RO.01
AUBURN SEGMENT - RETAINING WALL GENERAL NOTES & KEY MAP
243 - 246
1 RO.00 - 1 RO.03
RENTON SEGMENT - RETAINING WALL GENERAL NOTES & KEYMAP
401 - 407
2DRD.01 - 2DRD.07
KENT SEGMENT - DRAINAGE DETAILS
153
3R1.01
AUBURN SEGMENT - RETAINING PLAN AND ELEVATION
247 - 252
1 R1.01 -1 R1.06
RENTON SEGMENT - RETAINING WALL PLAN & ELEVATION
408 - 410
2RO.00 - 2RO.02
KENT SEGMENT - RETAINING WALL GENERAL NOTES & KEY MAP
154
3R2.01
AUBURN SEGMENT - RETAINING WALL DETAILS
253 - 256
1 R2.01 - 1 R2.04
RENTON SEGMENT - RETAINING WALL DETAILS
411 - 422
2R1.01 - 2R1.12
KENT SEGMENT - RETAINING WALL PLAN & ELEVATION
155
3S1.00
AUBURN SEGMENT - STATION GENERAL NOTES AND LEGEND
257
1S1.00
RENTON SEGMENT - STATION GENERAL NOTES AND LEGEND
423 - 429
2R2.01 - 2R2.07
KENT SEGMENT - RETAINING WALL DETAILS
156 -172
3S1.01 - 3S1.17
AUBURN SEGMENT - STATION PLANS
258 - 286
1 S1.01 - 1 S1.29
RENTON SEGMENT - STATION PLANS
430
2S1.00
KENT SEGMENT - STATION GENERAL NOTES AND LEGEND
173
3S3.01
AUBURN SEGMENT - TYPICAL STATION LAYOUTS
287
1S3.01
RENTON SEGMENT - TYPICAL STATION LAYOUTS
431 - 465
2S1.01 - 2S1.34
KENT SEGMENT - STATION PLANS
174
3S4.01
AUBURN SEGMENT - TYPICAL STATION ELEVATIONS
288
1 S4.01
RENTON SEGMENT - TYPICAL STATION ELEVATIONS
466
2S3.01
KENT SEGMENT - TYPICAL STATION LAYOUTS
175
3S5.01
AUBURN SEGMENT - TYPICAL STATION SECTIONS
289
1 S5.01
RENTON SEGMENT - TYPICAL STATION SECTIONS
467
2S4.01
KENT SEGMENT - TYPICAL STATION ELEVATIONS
176 -177
3S6.01 - 3S6.02
AUBURN SEGMENT - TYPICAL STATION DETAILS
290 - 291
1 S6.01 - 1 S6.02
RENTON SEGMENT - TYPICAL STATION DETAILS
468
2S5.01
KENT SEGMENT - TYPICAL STATION SECTIONS
178
3E1.00
AUBURN SEGMENT - ELECTRICAL SITE GENERAL NOTES AND LEGEND
292
1 E1.00
RENTON SEGMENT - ELECTRICAL SITE GENERAL NOTES AND LEGEND
469 - 470
2S6.01 - 2S6.02
KENT SEGMENT - TYPICAL STATION DETAILS
179 -196
3E1.01 - 3E1.12
AUBURN SEGMENT - ELECTRICAL SITE PLANS
293 - 307
1 E1.01 - 1 E1.12
RENTON SEGMENT - ELECTRICAL SITE PLANS
471
2E1.00
KENT SEGMENT - ELECTRICAL SITE GENERAL NOTES AND LEGEND
197 - 207
3E2.01 - 3E2.11
AUBURN SEGMENT - ELECTRICAL DETAILS
308 - 318
1 E2.01 -1 E2.11
RENTON SEGMENT - ELECTRICAL DETAILS
472 - 512
2E1.01 - 2E1.33
KENT SEGMENT - ELECTRICAL SITE PLANS
208
311.00
AUBURN SEGMENT - INTERCONNECT GENERAL NOTES AND LEGEND
319
111.00
RENTON SEGMENT - INTERCONNECT GENERAL NOTES AND LEGEND
513 - 523
2E2.01 - 2E2.11
KENT SEGMENT - ELECTRICAL DETAILS
209 - 211
311.04 - 311.13B
AUBURN SEGMENT - INTERCONNECT PLANS
320 - 332
111.01 - 111.16
RENTON SEGMENT - INTERCONNECT PLANS
524
211.00
KENT SEGMENT - INTERCONNECT GENERAL NOTES AND LEGEND
212 - 215
312.01 - 312.04
AUBURN SEGMENT - FIBER SCHEMATIC AND DETAILS
333 - 345
112.01 - 112.13
RENTON SEGMENT - FIBER OPTIC SCHEMATICS, SPLICE DIAGRAMS, AND DETAILS
525 - 569
211.01 - 211.37
KENT SEGMENT - INTERCONNECT PLANS
216
3L1.N1
AUBURN SEGMENT - LIGHTING GENERAL NOTES AND LEGEND
346
1 L1.N1
RENTON SEGMENT - LIGHTING GENERAL NOTES, CONSTRUCTION NOTES, AND LEGEND
570 - 590
212.01 - 212.19
KENT SEGMENT - INTERCONNECT DETAILS
217 - 227
3L1.01 - 3L1.11
AUBURN SEGMENT - LIGHTING PLANS
347 - 365
1 L1.01 - 1 L1.17
RENTON SEGMENT - LIGHTING PLANS
591
2L1.N1
KENT SEGMENT - LIGHTING GENERAL NOTES, CONSTRUCTION NOTES AND LEGEND
228 - 231
3L2.01 - 3L2.04
AUBURN SEGMENT - LIGHTING WIRING SCHEMATIC & POLE SCHEDULE
366 - 375
1 L2.01 - 1 L2.10
RENTON SEGMENT - LIGHTING WIRING SCHEMATICS, SCHEDULES, AND DETAILS
592 - 618
2L1.01 - 2L1.29
KENT SEGMENT - LIGHTING PLANS
232
3TS1.00
AUBURN SEGMENT - SIGNAL GENERAL NOTES AND LEGEND
376
1TS1.00
RENTON SEGMENT - SIGNAL GENERAL NOTES AND LEGEND
619 - 631
2L2.01 - 2L2.13
KENT SEGMENT - LIGHTING SCHEDULE & DETAILS
233 - 250
3TS1.01A - 3TS1.06A
AUBURN SEGMENT - SIGNAL SHEETS
377 - 410
1TS1.01A - 1TS1.10A
RENTON SEGMENT - SIGNAL SHEETS
634
2TS1.00
KENT SEGMENT - SIGNAL GENERAL NOTES AND LEGEND
251
3TS2.01
AUBURN SEGMENT - SIGNAL DETAILS
411
1C8.00
RENTON SEGMENT - SIGNING & STRIPING GENERAL NOTES AND LEGEND
635 - 696
2TS1.01A - 2TS1.16B
KENT SEGMENT - SIGNAL SHEETS
252
3C8.00
AUBURN SEGMENT - SIGNING & STRIPING GENERAL NOTES AND LEGEND
412 - 447
1 C8.01A - 1 C8.17
RENTON SEGMENT - SIGNING & STRIPING PLANS
697
2TS2.01
KENT SEGMENT - SIGNAL DETAILS
253 - 271
3C8.01 - 3C8.12
AUBURN SEGMENT - SIGNING & STRIPING PLANS
448
1 CD.01
RENTON SEGMENT - STRIPING DETAILS
698
2C8.00
KENT SEGMENT - SIGNING & STRIPING GENERAL NOTES AND LEGEND
272
3CD.01
AUBURN SEGMENT - STRIPING DETAILS
449 - 451
1SS.01 - 1SS.03
RENTON SEGMENT - SIGN SCHEDULES
699 - 735
2C8.01 - 2C8.29
KENT SEGMENT - SIGNING & STRIPING PLANS
273
3SS.01
AUBURN SEGMENT - SIGN SCHEDULE
452
1 U1.00
RENTON SEGMENT - LANDSCAPE SCHEDULES, GENERAL NOTES AND LEGEND
736 - 738
2SS.01 - 2SS.03
KENT SEGMENT - SIGN SCHEDULE
274
3U1.00
AUBURN SEGMENT - LANDSCAPE SCHEDULE, NOTES AND LEGEND
453 - 469
1 U1.01 - 1 U1.17
RENTON SEGMENT - LANDSCAPE PLANS
740
2U1.00
KENT SEGMENT - LANDSCAPE SCHEDULE & GENERAL NOTES AND LEGEND
275 - 286
3U1.01 - 3U1.11
AUBURN SEGMENT - LANDSCAPE PLANS
470 - 471
1 U2.01 -1 U2.02
RENTON SEGMENT - LANDSCAPE DETAILS
741 - 773
2U1.01 - 2U1.29
KENT SEGMENT - LANDSCAPE PLANS
287 - 288
3U2.01 - 3U2.02
AUBURN SEGMENT - LANDSCAPE DETAILS
472 - 473
1 U3.01 - 1 U3.02
RENTON SEGMENT - LANDSCAPE ENLARGEMENT PLANS
774 - 775
21.12.01 - 2U2.02
KENT SEGMENT - LANDSCAPE DETAILS
AD -READY SUBMITTAL
No. I REVISION
BY I APP'D I DATE
ON
(425) 453-5000
1100 112TH AVE NE, SUITE 500
cob BELLEVUE, WA 98004
DESIGNED: 1 APPROVED:
A. VILLAR
DRAWN:
C. WILCOX
King County
CHECKED:
PROJECT NO:
A. STOTT
METRO
l
CHECKED:
CONTRACT NO:
K. CHANG YUEN
DEVELOPMENT ENGINEERING AWArl` �'
Michael Sippo 09/11/2024
T-4214041 IS-421-4-0-41 W-42140-41 FR--421404
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON, KENT & AUBURN
INDEX
DRAWING NO:
1G0.03
SHEET NO: OF
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Michael Sippo 09/11 /2024 IL
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GENERAL UTILITY NOTES
1. NOT ALL UNDERGROUND UTILITIES ARE NECESSARILY SHOWN ON THE DRAWINGS. CALL 811 "CALL BEFORE YOU DIG" FOR UNDERGROUND UTILITY FIELD LOCATION A MINIMUM OF 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. ALL UTILITY STRUCTURES (MAINTENANCE HOLES/MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS,
ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
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 PROJECT REPRESENTATIVE 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 THEY SHALL HA1/E MADE AT THEIR 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 SHOWN 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 COMPLETE. 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 EXISTING
UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS.
8. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
9. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET.
10. POTABLE PIPES (INCLUDING PIPES CONVEYING WATER FOR DOMESTIC PURPOSES) AND NON -POTABLE PIPES (INCLUDING BUT NOT LIMITED TO PIPES CONVEYING SEWAGE AND STORM DRAINAGE) SHALL
HAVE A MINIMUM 10-FOOT (10') HORIZONTAL SEPARATION BETWEEN THE OUTSIDE WALLS/LIMITS OF PARALLEL FACILITIES WHERE THE CROWN OF THE NON -POTABLE PIPE IS LESS THAN 18 INCHES
LOWER THAN THE INVERT OF THE POTABLE PIPE. AT CROSSINGS, THE INVERT OF THE POTABLE PIPE IS REQUIRED TO BE A MINIMUM OF 18 INCHES ABOVE THE PIPE CROWN OF THE NON -POTABLE 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).
11. 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 WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM
OF 18" CLEARANCE, AND SHALL MEET THE 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.
12. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.
13. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.
14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
15. GAS, ELECTRICAL AND COMMUNICATIONS UTILITIES SHOWN FOR COORDINATION ONLY. RELOCATION/INSTALLATION TO BE ACCOMPLISHED BY UTILITY PROVIDER.
16. SEE SIGNAL PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
17. SEE LIGHTING PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING LIGHTING EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND POLES.
CITY OF RENTON - WATER NOTES
1. SEE NOTE 1. UNDER SANITARY SEWER GENERAL NOTES.
2. SEE NOTE 2. UNDER SANITARY SEWER GENERAL NOTES.
3. ALL WATER MAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA Cl 10 AND Cl 11 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL
CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER
ANSI/AWWA C105/A21.5-93 STANDARDS.
4. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE
WITH ANSI/AWWA C104/ 421/4-90. IF FITTINGS ARE 3 TO 12-INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA
C153/A21.53-94. 3 TO 12-INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA
C110/A21.10.87 AND ANSI/ AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWAC153/ A21.53-94 AND THAT PORTION OF THE FITTING WITH
FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/ A21.10-87 SHALL BE
OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
5. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL
BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
6. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE CONFORMING TO AWWA C-502-85 WITH A 6-INCH MECHANICAL JOINT INLET AND A
MAIN VALVE OPENING (M.V.O.) OF 5-1/4-INCH, TWO 2-1/2-INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4-INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6
THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4-INCH PENTAGON OPERATING NUT OPENED BY TURNING
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COUNTER CLOCKWISE (LEFT).
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7. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED
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WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES.
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8. THE 4-INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4-INCH SEATTLE THREAD X 5-INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT
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ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER
GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
9. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL.
10. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
11. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
12. ALL WATER MAINS 10-INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAINS 12-INCHES AND LARGER SHALL BE AT A MINIMUM OF 48-INCHES BELOW FINISH
GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR.
13. ALL WATER MAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED
EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE
CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
14. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND
THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN
SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR
TEST PERIOD.
15. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE
PIPE AS LAID. CHLORINE SHALL BE METERED/ INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
16. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
18. SEE INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING INTERCONNECT CONDUITS AND STRUCTURES.
CITY OF RENTON - SANITARY SEWER NOTES 17. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION 18. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES
OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT HAVE BEEN MADE TO THE CITY OF RENTON. WHERE WATER METER ARE INSTALLED, CONNECT TO WATER MAIN AND CUSTOMER SERVICE LINE AS REQUIRED BY THE UTILITY PROVIDER.
ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT
AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY.
3. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHER ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO CONSTRUCTION.
6. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
7. 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.
8. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCH ES,THROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE
THE SAME AS DESCRIBED.
9. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABLIIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER
THE COMPLETION OF CONSTRUCTION.
10. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKET ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
AD -READY SUBMITTAL 7
(425) 453-5000
.4acobS 1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
[jjstowiell
ASTEWATER UTILITY o F
ER UTILITY
No. REVISION BY APP'D DATE 08/29/2024 '� ez 09/05/2024
19. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAYBE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE
PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
20. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS.
21. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
22. ALL JOINT RESTRAINT SYSTEMS ( SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE
PUBLIC WORKS DEPARTMENT.
23. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
24. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.
25. CLASS 52 DUCTILE IRON MAYBE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" TO 2" DIAMETER IN ANY PUBLIC MAIN.
LDEVELOPMENT ENGINEERING
26. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 AND WITH CONCRETE BLOCKINGS. hael Sippo 09/11 /2024 ul
27. VALVES SHALL BE ABANDONED BY REMOVING VALVE BOX LID AND BOX TO A MINIMUM DEPTH OF 2 FEET AND NO DEEPER THAN 12" ABOVE THE CROWN OF THE ABANDONED WATER PIPE.WHERE VALVE BOX HAS
BEEN REMOVED, THE VOID SPACE SHALL BE BACKFILLED WITH NATIVE MATERIAL AND PATCHED OR PAVED TO MATCH ADJACENT CONDITIONS AS DIRECTED BY THE ENGINEER.
28. WHERE WATER METERS ARE REMOVED, ABANDON CONNECTING SERVICE LINES AS REQUIRED BY UTILITY PROVIDER.
DESIGNED:
APPROVED:
I. VANBLANKENSTEIN
G. FRANCO
DRAWN:
A. ZEA
CHECKED:
PROJECT NO:
P.TISSELL
E00566E18
CHECKED:
CONTRACT NO:
K. CHANG YUEN
CXXXXXXXX
King County
METRO
S-421408 W-421408
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO:
UTILITY 1 UT.OA
GENERAL NOTES SHEET NO: OF
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GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
UTILITY NOTES
20 ADJUST EXISTING MANHOLE TO GRADE
23 RELOCATE UTILITY POLE (BY PSE)
24 RELOCATE VAULT (BY OTHERS)
25 RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
26 RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
27 EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
28 EXISTING UNDERGROUND TELECOM CONDUIT
29 EXISTING UNDERGROUND GAS MAIN (PSE)
GADJUST GAS VALVE (BY PSE)
41 RELOCATE GAS MAIN (BY PSE)
42 RELOCATE GAS MARKER (BY PSE)
44 RELOCATE UTILITY RISER (BY OTHERS)
45 REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
47 RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
GADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
GADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
50 PROTECT EXISTING FEATURE IN PLACE
56 RELOCATE TRANSFORMER (BY PSE)
57 RELOCATE MANHOLE (BY OTHERS)
58 RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
GADJUST JUNCTION BOX OR PULL VAULT TO GRADE
60 REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
61 CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
0' 20' 40'
DEVELOPMENT ENGINEERING
" =
Michael Sip2po 09/11/2024 SCALE: 120'
F-S-421410
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
UTILITY PLAN
G RA 10+00 TO G RA 14+00
W-421410
TDATE:
JUNE 2024
DRAWING NO:
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GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
s� RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
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/E(s% FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
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1EM), T, Rip, Q2 CITY OF RENTON TO INSTALL AND CONNECT TO EXISTING WATER MAIN AFTER SUCCESSFUL
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Top Op - °F sED e RCP RENTON WATER UTILITY CONSTRUCTION STANDARDS. CONCRETE BLOCKINGS PER CITY OF
23'g' RENTON STD PLAN 330.1. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, SHORING,
BACKFILL AND FINAL ROADWAY RESTORATION.
29 50
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BLOCKING PER CITY OF RENTON STD PLAN 330.1.
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CITY OF RENTON STD PLAN 330.1.
Qg ABANDON EXISTING WATER MAIN IN PLACE WITH INSTALLATION OF CDF FILL PER CITY OF
RENTON STANDARDS. INSTALL MJ CAP ON EACH END.
11 REMOVE EXISTING VALVE BOX PER WATER NOTE 27 ON DWG 1 UT.OA
12 REMOVE EXISTING 12" DI WATER MAIN AS NEEDED. OTHERWISE ABANDON PER NOTE 9.
13 REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY.
7
(425) 453-5000
1100 112TH AVE NE, SUITE 500
COBELLEVUE, WA 98004
WASTEWATER UTILITY �' WATER UTILITY
jjstowell 08/29/2024 JValdez 09/05/2024
T&T
28 50T=
• ' ' ' ' ' ' 6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
•
G G ~ TRANSMISSION LINES.
25 G PARK NG 7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
P - - _ - - - - - - - 7 ZONE.
---,- - - w UTILITY NOTES
c c
T (n 20 ADJUST EXISTING MANHOLE TO GRADE
T TGRASS
OHP W 23 RELOCATE UTILITY POLE (BY PSE)
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58
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18
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G
ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
SEPARATION AND 22 LINEAR FEET OF 24" STEEL CASING PER CITY OF RENTON STD
60
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PLAN 300.8. MAXIMUM DEFLECTION OF WATER MAIN TO4MANUFACTURERS
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RECOMMENDED MAXIMUM DEFLECTION.
20
SEE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR IRRIGATION RESTORATION
61
CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
REQUIREMENTS.
25
DRAIN AND ABANDON EXISTING SANITARY SEWER FORCE MAIN IN PLACE.
35
SHORE WATER MAIN TRENCH IN ACCORDANCE WITH PSE REQUIREMENTS FOR
PROTECTION OF STEEL POWER POLE.
DESIGNED:
APPROVED:
I. VANBLANKENSTEIN
G. FRANCO
DRAWN:
A. ZEA
CHECKED:
PROJECT NO:
P.TISSELL
E00566E18
CHECKED:
CONTRACT NO:
K. CHANG YUEN
Cxxxxxxxx
0' 20' 40'
DEVELOPMENT ENGINEERING
ff%I IL
Michael Sippo 09/11 /2024 SCALE: 1" = 20'
S-421411 W-421411
METRO TRANSIT CAPITAL DIVISION DATE:
LIM RAPIDRIDE I LINE JUNE2024
King County
RENTON SEGMENT DRAWING NO:
MET UTILITY PLAN 1 UT.02
GRA 14+00 TO GRA 19+00 SHEET NO: OF
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BLOCKING PER CITY OF RENTON STD PLAN 330.1.
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MAIN AS INDICATED. METER BOX LOCATION AS SPECIFIED. CONNECT TO EXISTING PRIVATE
WATER SERVICE LINE.
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13 REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY.
AD -READY SUBMITTAL ON
(425) 453-5000
1100 112TH AVE NE, SUITE 500
.,JacobsBELLEVUE, WA 98004
WASTEWATER UTILITY WATER UTILITY
REVISION BY APP'D DATE jstowell 08/29/2024 UIJValdez 09/05/2024 (D
A l„ r,o -).1 UnpI= cANITARY SEWER FORCE MAIN
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SPRINKLER PERMIT IS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY.
16 INSTALL 8-INCH WATER MAIN CONNECTION AND CONCRETE BLOCKING PER CITY
OF RENTON STD PLAN 330.1. INSTALL UNDER PROPOSED DI STORM DRAIN WITH 181,
VERTICAL SEPARATION. VERIFY EXISTING AND CONNECT TO EXISTING 8" DI WATER
SERVICE WITH 8" MJ SLEEVE. SEE PROFILE I ON DWG 1 UP.02.
17 REMOVE WATER VALVE AND ABANDON MANHOLE PER SPECIFICATIONS.
18 DEFLECT WATER MAIN UNDER EXISTING STORM DRAIN WITH 18" VERTICAL
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RECOMMENDED MAXIMUM DEFLECTION.
20 SEE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR IRRIGATION RESTORATION
REQUIREMENTS.
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ON DWG 1 UP.02.
22 INSTALL 1-1/2" GATE VALVE WITH HDPE FUSIBLE ENDS AND REDUCER.
23 VERIFY EXISTING AND CONNECT TO EXISTING 1-1/2" PE SDR-PRESSURE RATED
TUBE WITH MECHANICAL COMPRESSION COUPLING.
25 DRAIN AND ABANDON EXISTING SANITARY SEWER FORCE MAIN IN PLACE.
26 ADJUST WATER MANHOLE TO FINISHED GRADE.
DESIGNED:
I. VANBLANKENSTEIN
DRAWN:
A. ZEA
CHECKED:
P. TISSELL
CHECKED:
K. CHANG YUEN
APPROVED:
G.FRANCO
GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
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61 CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
0' 20' 40'
DEVELOPMENT ENGINEERINGIL
SCALE: 1" = 20' Michael Sippo 09/11/2024 %j
King County
PROJECT NO:
E00566E18 METRO
CONTRACT NO:
CXXXXXXXX
S-421412
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
UTILITY PLAN
G RA 19+00 TO G RA 24+00
W-421412
DATE:
JUNE 2024
DRAWING NO:
1 UT.03
SHEET NO: OF
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ON DWG 1 UP.02. 61 CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
QINSTALL POLYPIG STATION PER CITY OF RENTON STD PLAN 300.5. CONCRETE BLOCKING PER 24 REMOVE EXISTING FORCE MAIN CONNECTION AND CONNECT NEW FORCE MAIN TO COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
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CITY OF RENTON TO ABANDON WATER MAIN WITH MJ PLUG ON EXISTING 12"X12" TEE. CONNECTOR PER DETAIL 1 ON DWG 1 UP.02.
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Q9 ABANDON EXISTING WATER MAIN IN PLACE WITH INSTALLATION OF CDF FILL PER CITY OF 26 ADJUST WATER MANHOLE TO FINISHED GRADE AND REPLACE EXISTING VENTED
RENTON STANDARDS. INSTALL MJ CAP ON EACH END. GRATE WITH SKID RESISTANT SOLID MANHOLE COVER. SEE DETAIL ON DWG
1 UD.01.
10 CONNECT TO CITY OF RENTON WATER MAIN WITH 24"X12" TAPPING TEE AND 12" TAPPING GATE 27 INSTALL NEW FIRE HYDRANT ASSEMBLY AND CONNECT TO EXISTING 6" GATE
VALVE PER CITY OF RENTON STD PLAN 300.6. CONCRETE BLOCKING PER CITY OF RENTON STD
PLAN 330.1. CITY OF RENTON TO INSTALL FINAL CONNECTION AFTER SUCCESSFUL PRESSURE VALVE PER CITY OF RENTON STD PLAN 310.1.
TEST, POLYPIGGING, AND DISINFECTION PER CITY OF RENTON STD PLAN 300.6. CONTRACTOR TO
PROVIDE ALL MATERIALS, EXCAVATION, SHORING, BACKFILL AND FINAL ROADWAY
RESTORATION.
12 REMOVE EXISTING 12" DI WATER MAIN AS NEEDED. OTHERWISE ABANDON PER NOTE 9.
13 REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY.
(425) 453-5000
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
WASTEWATER UTILITY 0 WATER UTILITY
BY APP'D DATE jstowell 08/29/2024 4 JValdez 09/05/2024 ''
GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
ZQ z \\ 2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
/° rJ�O`" ° \, ° 2c'• 3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
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PROPOSED ROW ' o \
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27 50' O \ P INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
p _ _ Q P — — 5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
_ _ BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
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T T ° °� � � NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
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DESIGNED:
APPROVED:
I. VANBLANKENSTEIN
G. FRANCO
DRAWN:
A. ZEA
CHECKED:
PROJECT NO:
P.TISSELL
E00566E18
CHECKED:
CONTRACT NO:
K. CHANG YUEN
Cxxxxxxxx
0' 20' 40'
DEVELOPMENT ENGINEERING
Michael Sippo 09/11 /2024 ALE: 1" = 20'
S-421413 W-421413
METRO TRANSIT CAPITAL DIVISION DATE:
LIM RAPIDRIDE I LINE JUNE2024
King County
RENTON SEGMENT DRAWING NO:
MET UTILITY PLAN 1 UT.04
G RA 24+00 TO TAL-B 14+00 SHEET NO: OF
195 473
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3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
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INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
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NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
UTILITY NOTES
ADJUST EXISTING MANHOLE TO GRADE
RELOCATE UTILITY POLE (BY PSE)
RELOCATE VAULT (BY OTHERS)
RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
EXISTING UNDERGROUND TELECOM CONDUIT
EXISTING UNDERGROUND GAS MAIN (PSE)
40 ADJUST GAS VALVE (BY PSE)
41 RELOCATE GAS MAIN (BY PSE)
42 RELOCATE GAS MARKER (BY PSE)
44 RELOCATE UTILITY RISER (BY OTHERS)
45 REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
47 RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
GADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
n49 ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
PROTECT EXISTING FEATURE IN PLACE
RELOCATE TRANSFORMER (BY PSE)
RELOCATE MANHOLE (BY OTHERS)
RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
60 REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
61 CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
07 CITY OF RENTON TO ABANDON WATER MAIN WITH INSTALLATION OF 8" MJ PLUG ON
EXISTING 8" VALVE. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1.
CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, SHORING, BACKFILL AND
FINAL ROADWAY RESTORATION.
Qg ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE. 0' 20' 40'
20 SEE LANDSCAPE DRAWINGS FOR IRRIGATION RESTORATION REQUIREMENTS.
34 ADJUST WATER MANHOLE TO FINISHED GRADE. DEVELOPMENT ENGINEERING
Michael Sippo 09/11 /2024 '
S-421414 W-421414
AD -READY SUBMITTAL ' DESIGNED. APPROVED METRO TRANSIT CAPITAL DIVISION DATE:
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stowell 08/29/2024 JValdez 09/05/2024 SS/ONAL CHECKED: CONTRACT NO: TAL-B 14+00 TO TAL-B 18+50 SHEET NO: OF
WASTEWATER
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3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
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INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
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NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
UTILITY NOTES
20 ADJUST EXISTING MANHOLE TO GRADE
823 RELOCATE UTILITY POLE (BY PSE)
24 RELOCATE VAULT (BY OTHERS)
825 RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
26 RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
8 27 EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
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8 29 EXISTING UNDERGROUND GAS MAIN (PSE)
40
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8 41 RELOCATE GAS MAIN (BY PSE)
42
RELOCATE GAS MARKER (BY PSE)
44 RELOCATE UTILITY RISER (BY OTHERS)
45 REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
8 47 RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
48
ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
8 49 ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
50
PROTECT EXISTING FEATURE IN PLACE
8 56 RELOCATE TRANSFORMER (BY PSE)
57
RELOCATE MANHOLE (BY OTHERS)
58 RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
59 ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
60 REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
61 CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
0' 20' 40'
DEVELOPMENT ENGINEERING
Michael Sippo 09/11/2024 U SCALE: 1" = 20'
S-421415 W-421415
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO:
UTILITY PLAN 1 UT.06
TAL-B 18+50 TO TAL-B 23+50 SHEET NO: OF
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RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
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Mv�/T ISSFI 1 I. VANBLANKENSTEIN G. FRANCO JUNE 2024
(425) 453-5000 Q OF S/y, DRAWN: RAP I D RI D E I LINE
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No. REVISION BY APP'D DATE 1 198 473
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RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
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SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
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5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
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GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
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DRAWN: RAPIDRIDE I LINE
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CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO:
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Michael Sippo 09/11/2024 Wo S-421419 W-421419
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
I. VANBLANKENSTEIN G. FRANCO JUNE 2024
DRAWN: RAPIDRIDE I LINE
A. ZEA LQ King County
CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO:
P. TISSELL E00566E18 METRO UTILITY PLAN 1 UT.10
CHECKED: CONTRACT NO: TAL-21 71 +50 TO TAL-21 76+50 SHEET NO: OF
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RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
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INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
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7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
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20 ADJUST EXISTING MANHOLE TO GRADE
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DEVELOPMENT ENGINEERING
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AD -READY SUBMITTAL ' DESIGNED:APPROVED. METRO TRANSIT CAPITAL DIVISION DATE:
JUNE 2024
Mv/T ISSFI I. VANBLANKENSTEIN G. FRANCO
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DRAWN:
A. ZEA
CHECKED:
P. TISSELL
CHECKED:
K. CHANG YUEN
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
o�4�
o17-
A
LIM King County
METRO
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
UTILITY NOTES
ADJUST EXISTING MANHOLE TO GRADE
RELOCATE UTILITY POLE (BY PSE) N
r
RELOCATE VAULT (BY OTHERS)
0
RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) 0
r
RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) N
EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) L0
EXISTING UNDERGROUND TELECOM CONDUIT
EXISTING UNDERGROUND GAS MAIN (PSE)
ADJUST GAS VALVE (BY PSE)
N
RELOCATE GAS MAIN (BY PSE)
r
RELOCATE GAS MARKER (BY PSE)
IQ
O
RELOCATE UTILITY RISER (BY OTHERS)
REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
N
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
N
RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
a
ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
50
PROTECT EXISTING FEATURE IN PLACE
O
56
RELOCATE TRANSFORMER (BY PSE)
N
RELOCATE MANHOLE (BY OTHERS)
0
0
588
RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
0
59
ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
N
N
60
REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
a
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
J
61
CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
0' 20' 40'
DEVELOPMENT ENGINEERING
SCALE
Michael Sippo 09/11/2024 •'
S-421421
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
UTILITY PLAN
CAR 32+00 TO CAR 36+50
"=20'
W-421421
DATE:
JUNE 2024
DRAWING NO:
1 UT.12
SHEET NO: OF
203 473
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1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
UTILITY NOTES
20 ADJUST EXISTING MANHOLE TO GRADE
p S "Ec °pp So g3 ° p 7 S U e 23 RELOCATE UTILITY POLE (BY PSE)
FD'33g� c�,G' rE7F�Sje T7 R7 70 pl,cc 73'R2g 24 RELOCATE VAULT (BY OTHERS)
7 rF(S �)rIv 3 34
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q
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47•s' 28 50 EX ROW sT1 Rk7Nc %10 V
4' WOOD x
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EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
4 4 S P11�NTE m� BILLBOARD
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R7°yT SD ° — — ASS ASPH y 29 EXISTING UNDERGROUND GAS MAIN (PSE)
0 Cole C
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� HA �
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(CAR-LI N E)7 / o - _ 47+00 pti Tyo�
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2., M
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— SD �I p T T T S� �, 47,s
� � T I T CO
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ROLLE RB 20 '43' T SD CT�
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— _ _ _ _ _ _ orYc — — 1 57 RELOCATE MANHOLE (BY OTHERS) 0
NC 0
_ T T T T P cT IRAs EX ROW W 58 RELOCATE JUNCTION BOX OR PULL VAULT BY OTHERS T P T ' C� 8 wF� 2 ( ) O
73, ICV 28 47 w NO REF 'FUR 72» R 50 2763 7 E 59 ADJUST JUNCTION BOX OR PULL VAULT TO GRADE N
50 _ Q
R 5 — — — \6� Spy TEXACO � ��
— SID — Fc �7 R772� / wE< f G REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
20 19
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8g' 7F� My T2 T� c
So Q8 ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE. 19M,s
c
F�>872 ADJUST WATER METER TO FINISHED GRADE.
20 SEE LANDSCAPE DRAWINGS FOR IRRIGATION RESTORATION
REQUIREMENTS.
0' 20' 40'
DEVELOPMENT ENGINEERING
SCALE: 1" = 20' Michael Sippo 09/11/2024 UFS-421422 W-421422
DESIGNED: APPROVED. METRO TRANSIT CAPITAL DIVISION DATE -
AD -READY SUBMITTAL onJUNE 2024
W
PEA- MISSFI I. VANBLANKENSTEIN G. FRANCO
(425) 453-5000 Q of Sy, DRAWN: RAP I D RI D E I LINE
*Jaco 1100 112TH AVE NE, SUITE 500 L14 King County
sBELLEVUE, WA 98004 o
U) z A. ZEA
06/1 2 CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO:
WASTEWATER UTILITY 0 G/sTG P. TISSELL E00566E18 MET UTILITY PLAN 1 UT.13
REVISION BY APP'D DATE jstowell 08/29/2024 SS7ONAL �� CHECKED: CONTRACT NO: CAR 42+50 TO CAR 47+50
SHEET N0: OF
K. CHANG YUEN CXXXXXXXX
204 473
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GATE IN PEDESTRIAN GUARDRAIL
PROVIDED TO PROVIDE 3' CLEAR
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151.25 & DETAIL D ON 156.02
0
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IE(W)=379.6' 12"CONC
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/�-- CURB DESTROYED
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NO PARKING
— NAIL/Hue 28 50
APS COM
4 R30
55"-59"
Q8 ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE PER COR STD. PLAN 330.1.
/ 13 REMOVE AND SALVAGE EXISTING FIRE HYDRANT.
/
/ 34 REPLACE EXISTING FIRE HYDRANT WITH NEW FIRE HYDRANT AND CONNECT TO
/ EXISTING LATERAL. CONCRETE PAD & BEARING BLOCK PER SOOS CREEK WATER &
/ SEWER DISTRICT STD PLAN W-5. CONCRETE BLOCKING PER SOOS CRE K WATER &
/ SEWER DISTRICT STD PLAN W-1A & W-1 B.
0' 20' 40'
GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
UTILITY NOTES
20 ADJUST EXISTING MANHOLE TO GRADE
823 RELOCATE UTILITY POLE (BY PSE)
24 RELOCATE VAULT (BY OTHERS)
825 RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
26 RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
8 27 EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
28
EXISTING UNDERGROUND TELECOM CONDUIT
8 29 EXISTING UNDERGROUND GAS MAIN (PSE)
40
ADJUST GAS VALVE (BY PSE)
8 41 RELOCATE GAS MAIN (BY PSE)
42
RELOCATE GAS MARKER (BY PSE)
44 RELOCATE UTILITY RISER (BY OTHERS)
45 REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
8 47 RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
48
ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
8 49 ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
50
PROTECT EXISTING FEATURE IN PLACE
8 56 RELOCATE TRANSFORMER (BY PSE)
57
RELOCATE MANHOLE (BY OTHERS)
58 RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
59 ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
60 REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
61 CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
DEVELOPMENT ENGINEERING
SCALE: 1" = 20' Michael Sippo 09/11 /2024 5-421424 W-421424
AD -READY SUBMITTAL ' DESIGNED:APPROVED. METRO TRANSIT CAPITAL DIVISION DATE:
JUNE 2024
Mv�/T ISSFI � I. VANBLANKENSTEIN G. FRANCO
(425) 453-5000 Q of S/y, DRAWN: RAP I D RI D E I LINE
1100 112TH AVE NE, SUITE 500cob `" ti L14 King County
BELLEVUE, WA 98004 , o
CO z A. ZEA
06/1 2 CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO:
31
WASTEWATER UTILITY �F�isTE�`�� � P. TISSELL E00566E18 METRO UTILITY PLAN 1 UT.15
SS/ONAU CHEHANG YUEN CXXXXXXXX CKED: CONTRACT NO: 1 05TH 23+00 TO 105TH 28+00 SHEET NO: OF
No. REVISION BY APP'D DATE jstowe1108/29/2024 206 473
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2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
/ FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
--- --------------------------------------------- SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
1-10" GATE VALVE, MJxMJ N I 5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
cc I BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
co
(STA. 29+80.47, 53.39' LT) co r � I WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
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0 0 o z z I �0 6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
N a o 0 0� I TRANSMISSION LINES.
z 10" DI 45° HORZ. BEND, MJ Q W w U I 7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
R w 0 o m �W/ CONC. BLKG J J w � � I I VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
o Xw oc� �
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LO
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� � � � O J � � � � � � UTILITY NOTES
z 0 Ln 30 m II a 50 CD�=U 150 II II SUN
co
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N C29 35 N� I ww Naa >-�
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V VVV LD
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N N V p i N w
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Cn
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4 L Q N N — — C
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oNoo 33 LF 28 35 1
28 EXISTING UNDERGROUND TELECOM CONDUIT
J aS aS
j 29 EXISTING UNDERGROUND GAS MAIN (PSE)
10" DI 900 HORZ. BEND, MJ 28 35 15 LF 50 28 108TH 32+13.38= I 40 ADJUST GAS VALVE BY PSE
0 W/ CONC. BLKG p o I 186TH 12+00.00 ( )
108TH AVE SE (`b 515) STA. 29+87.47, 23.58' LT p (K28I 28 50 N: 162196.520 41 RELOCATE GAS MAIN (BY PSE)
29 35 I I E:1302938.144
28+00 w 29+00 w 0+00 I 31 +00 32+00 33+00 42 RELOCATE GAS MARKER (BY PSE)
J J
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11 REMOVE EXISTING VALVE BOX PER GENERAL NOTE 27 ON DWG 1 UT.OA ONLY AFTER o 31 INSTALL WATER SERVICE PER SOOS CREEK WATER & SEWER DISTRICT STD PLAN W-15
WATER MAIN HAS BEEN REMOVED. & W-20. TAP LOCATION AT WATER MAIN AS INDICATED. METER BOX PER SOOS CREEK
WATER & SEWER DISTRICT STD PLAN W-19 AT LOCATION AS SPECIFIED. CROSS BELOW
28 INSTALL NEW 10" DUCTILE IRON WATER MAIN. PROP. RETAINING WALL WITH 2' MIN. CLEARANCE. ENCASE IN SCHEDULE 30 PVC, SIZED
29 INSTALL AND CONNECT TO EXISTING SOOS CREEK WATER & SEWER DISTRICT WATER MIN. 2" NOMINAL DIAMETER LARGER THAN SERVICE LINE SIZE. CASING TO EXTEND 2'
MAIN AFTER SUCCESSFUL PRESSURE TEST, CUBING, AND DISINFECTION PER SOOS PAST EACH EDGE OF FOOTING. Z
CREEK DESIGN AND CONSTRUCTION STANDARDS - WATER WITH 8" MJ SLEEVE AND 10"
DI SPOOL AS REQUIRED. 32 UPON COMPLETION OF NEW WATER SERVICE INSTALLATION, REMOVE EXISTING
WATER METER BOX AND ABANDON EXISTING WATER SERVICE LINE. 0' 20' 40'
30 REMOVE EXISTING 10" DI WATER MAIN.
35 NOTIFY SOOS CREEK REPRESENTATIVES AT LEAST 72 HOURS IN ADVANCE OF ANY
CONSTRUCTION WORK. WORK SHALL NOT START UNTIL ALL MATERIAL, EQUIPMENT, DEVELOPMENT ENGINEERING
AND LABOR NECESSARY TO COMPLETE WORK IS ASSEMBLED ON THE SITE. WATER ;'+ SCALE: 1" = 20'
MAIN WORK MUST BE COMPLETED IN ONE (1) WORKING DAY OR OVERNIGHT. Michael Sippo 09/11/2024 F—S-421425 W-421425
AD -READY SUBMITTAL ' 1.VA DESIGNED: APPROVED METRO TRANSIT CAPITAL DIVISION DATE:
/ JUNE 2024
P�� Mv�/T ISSFI � I. VANBLANKENSTEIN G. FRANCO
(425) 453-5000 Q of S/y, DRAWN: RAP I D RI D E I LINE
1100 112TH AVE NE, SUITE 500co LQ King County
BELLEVUE, WA 98004 o
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06/1 2 CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO:
WASTEWATER UTILITY O G�STP\"' ��P. TISSELL E00566E18 MET UTILITY PLAN 1 UT.16
No. REVISION BY APP'D DATE jstowell 08/29/2024 SS/ONAL 'r G CHECKED: CONTRACT NO: 108TH 28+00 TO 108TH 33+00 SHEETNO: OF
K. CHANG YUEN CXXXXXXXX
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1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
UTILITY NOTES
238 ADJUST EXISTING MANHOLE TO GRADE
RELOCATE UTILITY POLE (BY PSE)
24 RELOCATE VAULT (BY OTHERS)
25 RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
26 RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
27 EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
28 EXISTING UNDERGROUND TELECOM CONDUIT
29 EXISTING UNDERGROUND GAS MAIN (PSE)
40 ADJUST GAS VALVE (BY PSE)
41 RELOCATE GAS MAIN (BY PSE)
DRELOCATE GAS MARKER (BY PSE)
44 RELOCATE UTILITY RISER (BY OTHERS)
45 REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
47 RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
48 ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
49 ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
50 PROTECT EXISTING FEATURE IN PLACE
56 RELOCATE TRANSFORMER (BY PSE)
57 RELOCATE MANHOLE (BY OTHERS)
58 RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
59 ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
60 REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
61 CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
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DEVELOPMENT ENGINEERING
Michael Sippo 09/11 /2024 SCALE: 1" = 20'
S-421426 W-421426
AD -READY SUBMITTAL ' DESIGNED:APPROVED METRO TRANSIT CAPITAL DIVISION DATE:
MTISti,
JUNE 2024
I. VANBLANKENSTEIN G.FRANCO
(425) 453-5000 Q wSI RAPIDRIDE I LINE
DRAWN:
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004 o U) z A. ZEA King County
06/1 24 CHECKED: PROJECT N0: R E N TO N SEGMENT DRAWING N0:
WASTEWATER UTILITY �' SF�isTEk GP. TISSELL E00566E18MET UTILITY PLAN 1 UT.17
No. REVISION BY Al DATE jstowell 08/29/2024 ' S/oNAL CHECKED: CONTRACT NO: SHEET NO: OF
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1 UT.03
SHORING, BACKFILL AND FINAL ROADWAY RESTORATION.
1 UT.02
16
INSTALL 8-INCH WATER MAIN CONNECTION AND CONCRETE BLOCKING PER CITY OF
SHATTUCK AVE
S
RENTON STD PLAN 330.1. INSTALL UNDER PROPOSED DI STORM DRAIN WITH 18"
VERTICAL SEPARATION. CONNECT TO EXISTING 8" DI WATER SERVICE WITH 8" MJ
WATER
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BRANCH
SLEEVE.
1 UT.02
18
DEFLECT WATER MAIN UNDER EXISTING STORM DRAIN WITH 18" VERTICAL SEPARATION
AND 22 LINEAR FEET OF 24" STEEL CASING PER CITY OF RENTON STD PLAN 300.8.
MAXIMUM DEFLECTION OF WATER MAIN T04MANUFACTURER'S RECOMMENDED
MAXIMUM DEFLECTION.
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HORIZONTAL SCALE
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DEVELOPMENT ENGINEERING
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S-421427 W-421427
AD -READY SUBMITTAL ' 9.
T IDESIGNEDAPPROVED. METRO TRANSIT CAPITAL DIVISION DATE:
QP�� wSSFI I. VANBLANKENSTEIN G. FRANCO JUNE 2024
(425) 453 5000 o ti, DRAWN: RAP I D RI D E I LINE
1100 112TH AVE NE, SUITE 500a co
t)sBELLEVUE, WA 98004 � 0 King County
z A. ZEA & S. NIMS
06/1 2 CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO:
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AD -READY SUBMITTAL 7
(425) 453-5000
Jacobs
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
19
WASTEWATER UTILITY �' WATER UTILITY (D
No. REVISION BY APP'D DATE jstowell 08/29/2024 JValdez 09/05/2024
25
DESIGNED:
I. VANBLANKENSTEIN
DRAWN:
A. ZEA & S. NIMS
CHECKED:
P. TISSELL
CHECKED:
K. CHANG YUEN
PROP HDPE SS FORCE MAIN
EX MH
K GRAVITY SS
NEW PIPE CONNECTION TO
EX MH DETAIL rl�
NTS
WATER & SANITARY SEWER NOTES
21 INSTALL NEW 1-1/2" HDPE SDR 21 SANITARY SEWER FORCE MAIN.
22 INSTALL 1-1/2" GATE VALVE WITH HDPE FUSIBLE ENDS AND REDUCER.
24 VERIFY EXISTING AND CONNECT TO EXISTING 1-1/2" PE SDR-PRESSURE RATED TUBE
WITH MECHANICAL COMPRESSION COUPLING.
25 REMOVE EXISTING FORCE MAIN CONNECTION AND CONNECT NEW FORCE MAIN TO
EXISTING SANITARY SEWER MANHOLE WITH KOR-N-SEAL 1 106 SERIES BOOT
CONNECTOR PER DETAIL 1.
28 INSTALL NEW 10" DUCTILE IRON WATER MAIN.
29 INSTALL AND CONNECT TO EXISTING SOOS CREEK WATER & SEWER DISTRICT WATER
MAIN AFTER SUCCESSFUL PRESSURE TEST, CUBING, AND DISINFECTION PER SOOS
CREEK DESIGN AND CONSTRUCTION STANDARDS - WATER.
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
King County
METRO
DEVELOPMENT ENGINEERING
Michael Sippo 09/11 /2024Nj
0' 20' 40'
HORIZONTAL SCALE
0' 10, 20'
VERTICAL SCALE
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
UTILITY PROFILES
W-421428
DATE:
JUNE 2024
DRAWING NO:
1 UP.02
SHEET NO: OF
210 473
NEW SLIP RESISTANT
SOLID LID
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A, R-7 �;A"E-_
4L
MANHOLE DEMOLITION
DETAIL A
NTS 1 UT.04
MANHOLE NOTES
AREMOVE AND STORE EXISTING TOP SLAB AND MEASURE EXISTING TOP
SLAB SUPPORTS.
AREMOVE TOP PORTION OF EXISTING PRECAST MANHOLE RISER SECTION.
KEEP EXISTING REBAR/WELDED WIRE ABOVE CUT LINE. CHIP CONCRETE
AROUND EXISTING REINFORCEMENT.
ACUT EXISTING VERTICAL REINFORCEMENT TO 1" BELOW TOP OF NEW
CONCRETE TONGUE AND GROOVE ON PROPOSED CONCRETE TOP SLAB
SUPPORT.
APOUR NEW CONCRETE SUPPORT ON TOP OF REMAINING PRECAST
MANHOLE RISER SECTION AROUND EXISTING REINFORCEMENT. MATCH
DIMENSIONS OF EXISTING TOP SLAB CONCRETE SUPPORT.
AINSTALL EXISTING MANHOLE TOP SLAB ON LOWERED MANHOLE WITH
RUBBER GASKETED JOINTS AND REPLACE VENTED COVER WITH SLIP
RESISTANT SOLID LID.
rOP.51 .AB RUBBER
GASKETED
JOINT
SEE NOTE 4
5
•' ",,4NHOL E
PROPOSED FINAL ELEVATION: 31.885'
d 1,
1I\1STA L L PQL YE THYLEME 1, J
., ,
a 4
FCAM EOLIAL TO ETH.4 -
�,�ArUh'DL FGA,M� 2z0 , IC�HTL Y 8%
C0M ACT'EA0 B.Er�,��E
�IrUCE " �.4 Eit/L� PIPE AND C0-1
WALL - (T YPJ
1
"DfA
k/T/X/.s/Ort/ 4 C��/T�.�/�E V
OP1,U//i/G
INTETIONALLY ROUGHEN CONCRETE
SURFACE TO 1/4" AMPLITUDE
7 SLJPPD/i�T /81151c;,OOL
'LI.NGS ARE TIGHT-ENED )
�Ql1.�IL
�4TEr�/AL.
AD -READY SUBMITTAL 7
(425) 453-5000
1100 112TH AVE NE, SUITE 500
,JacobsBELLEVUE, WA 98004
WASTEWATER UTILITY
No. REVISION BY APP'D DATE jstowell08/29/2024 _
Ix I
���CA.ST BASE
_52ffCT/Ortl WIZ-,? Z"Z2/L�
7/-/ROUG.h' �/OL ES,
MANHOLE RECONSTRUCTION
DETAIL B
NTS 1 UT.04
GENERAL NOTES
1. VERIFY AND MATCH EXISTING TOP SLAB SUPPORT DIMENSIONS
BEFORE POURING CONCRETE.
2. FIELD VERIFY FINAL GRADE BEFORE DEMOLISHING EXISTING
PRECAST MANHOLE RISER.
3. CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000.
4. RUBBER GASKETED JIONTS SHALL BE IN CONFORMANCE WITH ASTM
C-443.
DESIGNED: I APPROVED:
I. VANBLANKENSTEIN
DRAWN:
A. ZEA & S. NIMS
CHECKED:
P. TISSELL
CHECKED:
K. CHANG YUEN
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
EXISTING TOP
SLAB
NEW
CONCRETE
TOP SLAB
SUPPORT
Pf�EC 72" k1,41VHOL c
3
I4
g r0/VG 24" D. /, ,S�ODL JCL 5"2�
C�rV 725-,F /rV /l✓ IWOL ,�5.
E/r v
EXISTING
REINFORCEMENT
TO REMAIN
24" O. /. e_j 111 r
f /PAL//UE E)(7 fX1,5XOiV
- TEMO//ARY 51VACIAIG TO SLPPO/;�T �8''SPOOL
&REMOY,E .QFTEf� COUPLINGS ARE TIGHTEIVED )
LIQ King County
METRO
5'TYL.� 3� �•� �Q11,9L
15 Ol�//VG i ,474 �/5 -4Z_
Fi
VELOPMENT ENGINEERING 'chael Sippo 09/11 /2024 '
S-421429 I W-421429
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO:
MANHOLE ADJUSTMENT DETAILS 1 UD.01
SHEET NO: OF
211 473