HomeMy WebLinkAboutApproved Civil Plans (With Conditions).pdfPSE ELECPSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC
PSE ELECPSE ELECPSE ELECCOMCASTCOMCASTCOMCAST COMCAST
COMCASTCOMCASTCOMCASTCOMCASTCOMCAST
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
55
WATER:
CITY OF RENTON PUBLIC WORKS DEPT.
1055 SOUTH GRADY WAY, 5TH FLOOR
RENTON, WA 98057
(425) 430-6400
SEWER:
CITY OF RENTON PUBLIC WORKS DEPT.
1055 SOUTH GRADY WAY, 5TH FLOOR
RENTON, WA 98057
(425) 430-6400
POWER/GAS:
PUGET SOUND ENERGY
8001 SOUTH 212TH STREET
KENT, WA 98032
(425) 395-7065
PHONE:
CENTURY LINK
23315 66TH AVE S.
KENT, WA 98032
(253) 372-5361
COMCAST
410 VALLEY AVE NW, SUITE 12-BLDG C
PUYALLUP, WA 98371
(253) 288-7532
FIRE:
RENTON FIRE & EMERGENCY SERVICES
1055 S. GRADY WAY
RENTON, WA 98057
(425) 430-7000
SCHOOL:
RENTON SCHOOL DISTRICT
300 SW 7TH STREET
RENTON, WA 98057
(425) 204-2300
Page Setup: _INSIDE TB 22X34BUILDING PERMIT NO. ____________
TERRANE
10801 MAIN ST, SUITE 102
BELLEVUE, WA 98004
(425) 458-4488
CONSTRUCTION INDUSTRY TRAINING
COUNCIL (CITC) OF WASHINGTON
1930 116TH AVE NE
BELLEVUE, WA 98004
HL ENGINEERING
5900 4TH AVE S, SUITE 204
SEATTLE, WA 98108
(858) 581-0754
CONTACT: PATRICK HANSEN-LUND, P.E.
LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER
PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS
OF KING COUNTY, WASHINGTON
NAVD88 PER CITY OF RENTON BENCHMARK 471 FOUND
CGS DISC STAMPED "K 384 1959" ON CONC CURB ON THE
BRONSON WAY BRIDGE OVER THE CEDAR RIVER.
ELEVATION ON DISC = 44.557'
NAD83/91 WASHINGTON NORTH ZONE STATE PLANE COORDINATES PER
CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS 1879 & 1887.
40 0 40 80
scale feet1" = 40'
20
SHEET CA-2.41
UTILITY CONVERSION PLANS
Utility Conversion Cover Sheet
Utility Conversion General Notes
Utility Conversion Plan / Profile - Bronson Way N
Utility Conversion Plan / Profile - Garden Ave N
Utility Conversion Plan / Profile - N 2nd St
Utility Conversion Plan / Profile - Meadow Ave N
Utility Conversion Plan / Profile - Alley
Typical Early Work Street Sections
Typical Early Work Details
CA-1.01
CA-1.02
CA-2.01
CA-2.21
CA-2.31
CA-2.41
CA-2.51
CA-4.01
CA-4.11
N 3rd St
Park Ave NBronson Way N
Ced
a
r
R
i
v
e
r
I-405
N 2nd St
Liberty Park
Cedar River ParkHouser Way S169Meadow Ave NN
1
s
t
S
t
I-405
I-405
Project Site
SHEET CA-2.21
SHEET CA-2.31
PUGET SOUND ENERGY UTILITY PERMIT NO. ________________
CENTURYLINK UTILITY PERMIT NO. ________________
COMCAST UTILITY PERMIT NO. ________________
SHEET CA-2.51WWP-27-4116TED-40-4116R-411601
S-411601
NAD 83/91 Washington North Zone State Plane
Coordinates Per City of Renton Survey Control
Network Monuments 1879 and 1887
NAVD88 Per City of Renton Benchmark 471.
Found CGS Disc Stamped "K 384 1959" on concrete curb
on the Bronson Way bridge over the Cedar River.
Elevation on disc = 44.557
SHEET CA-2.01
FOR REFERENCE ONLY; UTILITY
CONVERSION UNDER SEPARATE PERMIT.
1
SHEET #
1
2
3
4
5
6
7
8
9
9
2020.10.11
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
55Page Setup: _INSIDE TB 22X34GENERAL NOTES
1.ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY OF RENTON STANDARD
DETAILS AND 2020 VERSION OF THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION
“STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION”.
2.A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
3.ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO THE
START OF CONSTRUCTION.
4.ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE IMMEDIATELY
REPORTED AND REPAIRED AS REQUIRED BY THE CITY OF RENTON.
5.SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED
PRIOR TO CONSTRUCTION.
6.THE GENERAL CONTRACTOR OF RECORD SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL
MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN
APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE
DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8).
7.THE GENERAL CONTRACTOR OF RECORD SHALL NOTIFY THE CITY OF RENTON AT LEAST TWENTY-FOUR (24)
HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET
CLOSURES OR OTHER ACCESS BLOCKAGE.
8.THE GENERAL CONTRACTOR OF RECORD SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES
DURING CONSTRUCTION.
9.IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OF RECORD TO VERIFY THE ACCURACY
OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
10.THE GENERAL CONTRACTOR OF RECORD SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE
STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS
AFFECTED BY THE PROPOSED IMPROVEMENTS.
11.INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY
REPRESENTATIVES OF THE CITY OF RENTON. IT SHALL BE THE GENERAL CONTRACTOR OF RECORD'S
RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER
ADVANCE NOTICE. THE CITY OF RENTON INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF
ANY ITEMS PLACED IN THE RIGHT OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE
CONSTRUCTED WITHOUT APPROPRIATE INSPECTIONS.
12.ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE STATE OF WASHINGTON MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES AND APPROVED BY THE CITY OF RENTON FOR IN-STREET WORK. AN
APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR ALL STREETS PRIOR TO BEGINNING
CONSTRUCTION.
S-411602
R-411602TED-40-4116WWP-27-4116AC Asphalt Concrete
ARCH Architectural
ASPH Asphalt
AVE Avenue
BLDG Building
BM Benchmark
BOT Bottom
BW Bottom of Wall
CB Catch Basin
CIP Cast-In-Place
C/L Centerline
CLR Clearance
CO Cleanout
CONC Concrete
COND Conduit
CONN Connect or Connection
CONT Continuous, Continuation
COORD Coordinate
C.O.R.City of Renton
CTL CenturyLink
CTR Center
CF Cubic Feet
DEMO Demolition
DEPT Department
DI Ductile Iron
DIA Diameter
DIP Ductile Iron Pipe
DW Domestic Water
DWG Drawing
E East
EA Each
EJ Expansion Joint
ELEC Electrical
EX or EXIST Existing
FD Footing Drain
FF Finished Floor
FG Finished Grade
FT Foot or Feet
FTG Footing
FW Fire Water
G Natural Gas, Finished Grade,
or Finished Gutter Elevation
HYD Fire Hydrant
IE Invert Elevation
INV Invert
JT Joint
LARCH Landscape Architect
LB Pound
LF Linear Feet
LP Low Point
LT Left
MAX Maximum
MECH Mechanical
MH Manhole
MIN Minimum
MISC Miscellaneous
N North
NO Number
PC Point of Curvature
PERF Perforated
P/L Property Line
PROP Property
PSE Puget Sound Energy
PT Point of Tangency
PVC Polyvinyl Chloride
PVMT Pavement
R Radius
REINF Reinforcing
RT Right
R/W Right of Way
S South
SD Storm Drain
SDMH Storm Drain Manhole
SF Square Feet
SHT Sheet
SIM Similar
SSMH Sanitary Sewer Manhole
ST Street
STD Standard
T Tangent
TC Top of Curb
TELECOM Telecommunications
TYP Typical
TESC Temporary Erosion and
Sedimentation Control
TW Top of Wall
V Vertical
VC Vertical Curve
VERT Vertical
W West, or Water
FOR REFERENCE ONLY; UTILITY
CONVERSION UNDER SEPARATE PERMIT.
2 9
2020.10.11
PSE ELECPSE
E
L
E
C
PSE ELEC
PSE ELEC
PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC25+0012+00 13+00
14+00 44+0054+00(1) 2" ELEC (SCL,
ST LIGHT)
CENTERLINE
(RIGHT-OF-WAY)
POINT OF INTERSECTION
STA 11+00.00 BRONSON WAY NORTH=
STA 25+76.54 GARDEN AVE N
POINT OF INTERSECTION
STA 14+16.65 BRONSON WAY N=
STA 44+62.12 MEADOW AVE N
EXISTING
RIGHT-OF-WAY
DEDICATED
RIGHT-OF-WAY
DEDICATED
RIGHT-OF-WAY
STA 11+97
.87
,
24
.51
'
LTRIM
=
42
.65ELEC HANDHOLE
(PSE
)STA 13+16.26, 30.71' LTRIM = 43.20ELEC HANDHOLE (PSE)STA 13+95.33, 30.15' LTCONDUIT BEND (PSE)STA 12+50.21, 24.72' LTRIM = 42.90ELEC HANDHOLE (PSE)STA
4
4
+
3
2
.
0
2
,
2
2
.
6
8
'
L
T
CON
D
U
I
T
B
E
N
D
(
P
S
E
)
STA
4
4
+
2
4
.
0
4
,
2
2
.
5
0
'
L
T
RIM=
4
3
.
1
4
ELEC
H
A
N
D
H
O
L
E
(
P
S
E
)12+0013+0040
45
35
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
55
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR.
SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED
TO PROVIDE CONTINUOUS STREET LIGHTING.
2.UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE
4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT
OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN.
DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF
JOINT TRENCHING CONDITION SHALL BE 36" MIN.
3.PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE
PAVEMENT) MATCHING EXISTING OR PROPOSED NEW
CONDITION OVER UTILITY TRENCH ROUTES.
4.FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST
CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO
MAINTAIN 1' MINIMUM SEPARATION FROM WATER, SEWER, AND
STORM DRAINAGE INFRASTRUCTURE.WWP-27-4116TED-40-4116R-411603
S-411603
FOR REFERENCE ONLY; UTILITY
CONVERSION UNDER SEPARATE PERMIT.
3 9
2020.10.11
EXISTING
RIGHT-OF-WAY
DEDICATED
RIGHT-OF-WAY
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY, TYP 30'17'22'PSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE E
LECPSE ELECCOMCAST COMCAST COMCAST COMCAST COMCASTCOMCASTCOMCASTCOMCASTEXISTING UTILITY POLE
TO BE REMOVED (PSE)
SEE NOTE 1
EXISTING UTILITY POLE
TO BE REMOVED (PSE)
SEE NOTE 1
EXISTING O/H CABLING
TO BE REMOVED (PSE)
TEMPORARY STREET LIGHT
ELECTRICAL RE-CONNECTION
CONDUIT
TEMPORARY STREET LIGHT
ELECTRICAL RE-CONNECTION
CONDUIT32+0022+00 23+00 24+00 25+00 12+00MATCHLINESEE SHEET CA-2.313'3'3'EXISTING OVERHEAD
TELECOM TO BE REMOVED
BY PURVEYOR (COMCAST)STA 22+37.51, 27.00' LTCONDUIT BEND (PSE)STA 22+52.19, 24.00' LTRIM = 41.83ELEC HANDHOLE (PSE)STA 23+81.20, 27.00' LTCONDUIT BEND (PSE)STA 24+10.56, 27.00' LTCONDUIT BEND (PSE)STA 24+72.76, 27.00' LTCONDUIT BEND (PSE)STA 24+87.50, 24.00' LTRIM = 42.45ELEC HANDHOLE (PSE)STA 24+94.57, 26.69' LTCONDUIT BEND (PSE)1
CA-2.21 CA-4.01
TYP SECTION
(1) 2" ELEC
(PSE, ST LIGHT)
(1) 2" ELEC
(PSE, ST LIGHT)
(1) 2" ELEC
(PSE, ST LIGHT)
(1) 2" ELEC
(PSE, ST LIGHT)
POINT OF INTERSECTION
STA 11+00.00 BRONSON WAY NORTH=
STA 25+76.54 GARDEN AVE N
POINT OF INTERSECTION
STA 21+00.00 GARDEN AVE N=
STA 31+00.00 N 2ND ST
STA 22+66.87, 27.00' LTCONDUIT BEND (PSE)STA 23+17.93, 27.00' LTCONDUIT BEND (PSE)STA 23+47.28, 27.00' LTCONDUIT BEND (PSE)STA 23+32.61, 24.00' LTRIM = 42.19ELEC MANHOLE (PSE)STA 23+93.00, 24.00' LTRIM = 42.33ELEC HANDHOLE (PSE)CONSTRAINED UTILITY CROSSING:
CONDUIT (PSE) AND CONDUIT (CTL)
TO BE INSTALLED 12" MIN BELOW
INVERT OF FUTURE 6" SD
(SEE SHEET CB-8.11)
CONSTRAINED UTILITY CROSSING:
CONDUIT (PSE) TO BE INSTALLED 12"
MIN BELOW INVERT OF FUTURE 6" SD
(SEE SHEET CB-8.11)21+0022+0023+0024+0040
45
35
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25+00IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-2.21_Rev.dwg2020.07.22
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
55
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR.
SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED
TO PROVIDE CONTINUOUS STREET LIGHTING.
2.UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE
4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT
OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN.
DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT
TRENCHING CONDITION SHALL BE 36" MIN.
3.PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE
PAVEMENT) MATCHING EXISTING OR PROPOSED NEW
CONDITION OVER UTILITY TRENCH ROUTES.
4.FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST
CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO
MAINTAIN 1' MINIMUM SEPARATION FROM WATER, SEWER, AND
STORM DRAINAGE INFRASTRUCTURE.WWP-27-4116TED-40-4116R-411604
S-411604
FOR REFERENCE ONLY; UTILITY
CONVERSION UNDER SEPARATE PERMIT.
4 9
2020.10.11
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY, TYP
15'16'
EXISTING MEDIAN ISLAND
TO REMAIN30'14.91'PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCAST COMCAST COMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTEXISTING UTILITY
POLE (PSE) TO REMAIN
EXISTING UTILITY POLE
TO BE REMOVED (CTL)
EXISTING UTILITY POLE
TO REMAIN (PSE)
EXISTING UTILITY POLE TO BE REMOVED (CTL)
EXISTING UTILITY POLE
TO BE REMOVED (CTL)
EXISTING UTILITY
POLE (PSE) TO
REMAIN
EXISTING UTILITY POLE
TO REMAIN (PSE)
REATTACH OVERHEAD
ELECTRICAL RESIDENTIAL
SERVICE CABLING (PSE)
1' VACATED RIGHT-OF-WAY
1' DEDICATED RIGHT-OF-WAY
EXISTING UTILITY POLE
TO REMAIN (PSE)
(2) 4" TELECOM CONDUIT (CTL)
(1) 4" TELECOM CONDUIT (CTL)
(1) 4" ELEC (PSE)
(1) 2" ELEC (PSE, ST LIGHT)
(2) 4" TELECOM
CONDUIT (CTL)
ELEC SERVICES FOR 1300 AND
1408 BRONSON WAY NORTH.
CONDUIT BUNDLES TBD. SEE
PSE ORDER No. 101121708 FOR
DETAILS
(2) 4" ELEC (PSE)
(2) 4" TELECOM (COMCAST)
(1) 4" TELECOM (CTL)
PROPOSED O/H UTILITY (PSE)
(2) 4" TELECOM
CONDUIT (CTL)
EXISTING O/H CABLING
TO BE REMOVED (PSE)
EXISTING O/H CABLING
TO REMAIN (PSE)
EXISTING UTILITY POLE
TO BE REMOVED (PSE)
SEE NOTE 1
TEMPORARY STREET LIGHT
ELECTRICAL RE-CONNECTION
CONDUIT
MATCHLINE SEE SHEET CA-2.21
23'5'MATCHLINE
SEE SHEET CA-2.41
32+00 33+00
22+0042+0052+006'10'3'3'5' RADIUS MIN
CONDUIT BEND
(CTL)
ABOVE GRADE STREET
LIGHT CABINET (PSE)
STA 21+36.81, 22.00' LT
RIM = 40.90
PROPOSED 264TA
TELECOM VAULT (CTL)
STA 20+84.79, 23.14' RT
PROPOSED UTILITY
POLE, INSTALL ELEC
RISER CONDUIT AND
GUY WIRE (PSE)
STA 20+17.17, 25.00' LT
PROPOSED UTILITY
POLE, INSTALL ELEC
RISER CONDUIT AND
GUY WIRE (PSE), SEE DETAIL
STA 39+65.11, 20.00' RT
SEE DETAIL
PROPOSED UTILITY POLE,
INSTALL ELEC RISER CONDUIT
AND GUY WIRE (PSE)STA 32+98.11, 20.00' LTRIM = 40.35PROPOSED 444LATELECOM VAULT (CTL)STA 32+75.97RECONNECT (1) 2" EXISTINGBUILDING TELECOM SERVICEUNDERGROUND (CTL)STA 31+30.28BEGIN JOINTUTILITY TRENCHSTA 32+21.97END JOINTUTILITY TRENCHSTA 32+60.45, 22.80' RTRIM = 41.05TELECOM HANDHOLE (COMCAST)STA 32+85.75BEGIN JOINTUTILITY TRENCHSTA 33+52.05END JOINTUTILITY TRENCHSTA 32+68.37, 20.00' RTRIM = 40.95PROPOSED 467TATELECOM VAULT (CTL)STA 32+39.12CONDUIT BEND (CTL)3
CA-2.31 CA-4.01
TYP SECTION
SHADING INDICATES
JOINT TRENCH, SEE
NOTE 4, TYP
MATCHLINE
SEE SHEET CA-2.51
1
CA-2.31 CA-4.11
2
CA-2.31 CA-4.11
(1) 2" ELEC (PSE, ST LIGHT)
(2) 4" ELEC (PSE)
(2) 4" TELECOM (COMCAST)
(2) 4" TELECOM (CTL)
(1) 2" ELEC (PSE, ST LIGHT)
(1) 4" ELEC (PSE)
(1) 2" ELEC (PSE, ST LIGHT)
(1) 4" TELECOM (COMCAST)
(2) 4" TELECOM (CTL)(2) 4" TELECOM(COMCAST)(1) 4" TELECOM (CTL)OVERHEAD STRAIN WIRE
TO BE REMOVED (COMCAST),
SEE NOTE 5
STA 41+20.40, 56.90' LT
PROPOSED UTILITY POLE,
INSTALL TELECOM
RISER CONDUIT AND
GUY WIRE (CTL)
CAUTION!! EXISTING O/H
FIBEROPTIC TO REMAIN (COMCAST)
STA 21+88.46, 129.90' RT
PROPOSED UTILITY POLE,
INSTALL TELECOM
RISER CONDUIT AND GUY
WIRE (CTL)
STA 21+42.51, 33.71' RT
EXISTING UTILITY POLE TO BE REMOVED (COMCAST),
PROPOSED UTILITY POLE (COMCAST), SEE NOTE 5
POINT OF INTERSECTION
STA 21+00.00 GARDEN AVE N=
STA 31+00.00 N 2ND ST
POINT OF INTERSECTION
STA 33+82.06 N 2ND ST=
STA 41+00.00 MEADOW AVE N
STA 21+48.03, 24.00' LT
FG = 41.65 STA 22+62.71, 27.00' LT
CONDUIT BEND (PSE)STA 32+08.84, 22.83' RTRIM = 41.48ELEC HANDHOLE (PSE)STA 32+75.52, 22.83' RTRIM = 41.00ELEC HANDHOLE (PSE)SEE NOTE 6SEE NOTE 7SEE NOTE 7(1) 2" ELEC
(PSE, ST LIGHT)
STA 41+20.81, 22.40' RT
RIM = 40.94
ELEC HANDHOLE (PSE, ST LIGHT)30+0031+0032+0033+0040
45
35
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34+00IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-2.31_Rev.dwg2020.07.22
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
55
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34EXISTING UTILITY POLE TO REMAIN, OVERHEAD
TO BE RE-STRUNG BY PURVEYOR (CTL)
S-411605
R-411605TED-40-4116WWP-27-4116NOTES:
1.COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. SEQUENCE WORK WITH STREET
IMPROVEMENTS AS NEEDED TO PROVIDE CONTINUOUS STREET LIGHTING.
2.UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4' MINIMUM. DEPTH OF
COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE
18" MIN. DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING
CONDITION SHALL BE 36" MIN.
3.PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE PAVEMENT) MATCHING
EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES.
4.UTILITY JOINT TRENCH PER PURVEYOR'S REQUIREMENTS.
SEE TYPICAL DETAIL
5.PRIOR TO REMOVAL OF EXISTING UTILITY POLE, CONTRACTOR TO COORDINATE WITH
PURVEYOR (COMCAST) THE SCHEDULE AND DURATION OF TEMPORARY SUPPORT OF
FIBEROPTIC OVERHEAD CABLING AND REQUIRED TRAFFIC CONTROL APPROVALS WITH THE
CITY OF RENTON. FOLLOWING TEMPORARY CABLING SUPPORT BY PURVEYOR, REMOVE
EASTERLY EXISTING STRAIN WIRE AND EXISTING UTILITY POLE COMPLETELY, AND INSTALL
STRUCTURAL (GLULAM POLE) AS PART OF CONTRACTOR DESIGN-BUILD IN SAME LOCATION.
6.CONSTRAINED UTILITY CROSSING: CONDUIT TO BE INSTALLED 12" MIN ABOVE EXISTING SD.
7.CONSTRAINED UTILITY CROSSING: CONDUIT (CTL) TO BE INSTALLED 12" MIN BELOW
PROPOSED SD (SEE SHEET CC-8.13) AND EXISTING GAS.
8.FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST CONDUIT HORIZONTAL AND
VERTICAL ALIGNMENT TO MAINTAIN 1' MINIMUM SEPARATION FROM WATER, SEWER, AND
STORM DRAINAGE INFRASTRUCTURE.
3
CA-2.31 CA-4.11
FOR REFERENCE ONLY; UTILITY
CONVERSION UNDER SEPARATE PERMIT.
5 9
2020.10.11
EXISTING
RIGHT-OF-WAY
DEDICATED
RIGHT-OF-WAY
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY, TYP
18'30'17.83'PSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELEC
PSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELEC
PSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC
COMCASTCOMCASTCOMCASTCOMCASTEXISTING UTILITY POLE
TO BE REMOVED (PSE)
SEE NOTE 1
EXISTING UTILITY POLE
TO BE REMOVED (CTL)
SEE NOTE 1
LOCATE AND INTERCEPT EXISTING
ELEC AND TELECOM CONDUIT (PSE,
COMCAST)
ELEC SERVICE FOR 1408 BRONSON WAY NORTH
(REPLACEMENT OF EXISTING MEADOW AVE N
O/H TRANSFORMER TO BE REMOVED). CONDUIT
BUNDLE TBD. SEE PSE ORDER
No. 101121708 FOR DETAILS
EXISTING O/H CABLING
TO BE REMOVED (PSE)
TEMPORARY STREET LIGHT
ELECTRICAL RE-CONNECTION
CONDUIT
TEMPORARY STREET LIGHT
ELECTRICAL RE-CONNECTION
CONDUIT
33+0014+0042+00 43+00 44+00
5'MATCHLINESEE SHEET CA-2.31CONDUIT BEND (PSE)STA 43+11.64, 25.00' RT5'TELECOM HANDHOLE (COMCAST)STA 41+30.59, 21.75' RTRIM = 40.90ELEC HANDHOLE (PSE)STA 43+23.65, 22.50' RTRIM = 42.32TELECOM HANDHOLE (COMCAST)STA 43+52.08, 20.19' RTRIM = 42.502
CA-2.41 CA-4.01
TYP SECTION
SHADING INDICATES
JOINT TRENCH, SEE
NOTE 4, TYP
(1) 2" ELEC
(PSE, ST LIGHT)
(1) 2" ELEC
(PSE, ST LIGHT)
POINT OF INTERSECTION
STA 14+16.65 BRONSON WAY N=
STA 44+62.12 MEADOW AVE N
POINT OF INTERSECTION
STA 33+82.06 N 2ND ST=
STA 41+00.00 MEADOW AVE N STA 41+58.85, 22.50' RTFG = 41.14ABOVE GRADE STREETLIGHT CABINET (PSE)STA 41+46.84, 25.00' RTCONDUIT BEND (PSE)STA 41+70.86, 25.00' RTCONDUIT BEND (PSE)STA 42+25,04, 25.00' RTCONDUIT BEND (PSE)STA 42+49.06, 25.00' RTCONDUIT BEND (PSE)STA 42+37.05, 22.50' RTRIM = 41.63ELEC HANDHOLE (PSE)CONDUIT BEND (PSE)STA 43+36.94, 25.00' RTCONDUIT BEND (PSE)STA 44+12.03, 25.00' RT(1) 2" ELEC
(PSE, ST LIGHT)(2) 2" ELEC(PSE, ST LIGHT)30
50
35
45
40
30
50
35
45
40
44+0043+0042+0041+00IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
55
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR.
SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED
TO PROVIDE CONTINUOUS STREET LIGHTING.
2.UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4'
MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT
OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN.
DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT
TRENCHING CONDITION SHALL BE 36" MIN.
3.PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE
PAVEMENT) MATCHING EXISTING OR PROPOSED NEW
CONDITION OVER UTILITY TRENCH ROUTES.
4.UTILITY JOINT TRENCH PER PURVEYOR'S REQUIREMENTS. SEE
TYPICAL DETAIL
5.FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST
CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAIN
1' MINIMUM SEPARATION FROM WATER, SEWER, AND STORM
DRAINAGE INFRASTRUCTURE.
3
CA-2.41 CA-4.11
WWP-27-4116TED-40-4116R-411606
S-411606
FOR REFERENCE ONLY; UTILITY
CONVERSION UNDER SEPARATE PERMIT.
6 9
2020.10.11
32+0033+0012+0013+0052+00 53+00 54+00
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY, TYP
SEE SHEET CA-2.41
PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE E
LECPSE ELECPSE ELECCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCAST COMCAST
1' DEDICATED
RIGHT-OF-WAY
1' VACATED RIGHT-OF-WAY5.2'13'6.7'STA 51+36.32, 13.80' LTRIM = 41.25ELEC VAULT "J01"(PSE ORDER No. 101121708)STA 52+36.00, 13.40' LTTRANSFORMER "V01"(PSE ORDER No. 101121708)STA 52+90.60, 13.40' LTTRANSFORMER "V02"(PSE ORDER No. 101121708)STA 53+41.30, 21.72' LTCONDUIT BEND (PSE)STA 53+00.37, 29.00' LTRIM = 42.10TELECOM HANDHOLE (COMCAST)STA 52+81.28, 6.22' RTCONDUIT BEND (CTL)STA 52+43.75, 14.42'LTRIM = 41.85SECONDARY HH "HH1"(PSE ORDER No. 101121708)BLDG SERVICE
CONNECTIONS,
SEE NOTE 3
SHADING INDICATES
JOINT TRENCH,
SEE NOTE 4, TYP
MATCHLINE
SEE SHEET CA-2.31
(2) 4" ELEC (PSE)
(1) 4" TELECOM (COMCAST)
(1) 4" ELEC
(PSE)
(1) 4" TELECOM
(COMCAST)
(1) 3" ELEC (PSE)
(1) 4" TELECOM (COMCAST)
(1) 4" ELEC (PSE)
(1) 4" TELECOM (CTL)
(1) 4" TELECOM (COMCAST)
POINT OF INTERSECTION
STA 12+74.03 BRONSON WAY N=
STA 54+84.33 ALLEY
POINT OF INTERSECTION
STA 32+41.36 N 2ND ST=
STA 51+00.00 ALLEY
30
50
35
45
40
30
50
35
45
40
54+0053+0052+0051+00IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
55
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4'
MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT
OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN.
DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT
TRENCHING CONDITION SHALL BE 36" MIN.
2.PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE
PAVEMENT) MATCHING EXISTING OR PROPOSED NEW
CONDITION OVER UTILITY TRENCH ROUTES.
3.THIS DRAWING IS INTENDED TO DEPICT EARLY WORK
INSTALLATIONS OF DRY UTILITIES PRIOR TO BUILDING AND
ALLEY IMPROVEMENTS BEING CONSTRUCTED. BUILDING
SERVICE CONNECTIONS FOR TELECOM AND ELECTRICAL
UTILITIES SHALL BE COORDINATED WITH THE BUILDING
CONSTRUCTION AND UTILITY PURVEYORS.
4.UTILITY JOINT TRENCH PER PURVEYOR'S REQUIREMENTS. SEE
TYPICAL DETAIL
5.FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST
CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAIN
1' MINIMUM SEPARATION FROM WATER, SEWER, AND STORM
DRAINAGE INFRASTRUCTURE.
3
CA-2.51 CA-4.11
S-411607
R-411607TED-40-4116WWP-27-4116FOR REFERENCE ONLY; UTILITY
CONVERSION UNDER SEPARATE PERMIT.
7 9
2020.10.11
13'+/-17'+/-
FACE OF EX BLDG TO
REMAIN
PROPERTY LINE
30'30'
GARDEN
AVE N
EX GRADE
22'+/-
PROPERTY LINE
EX 8" W (TO BE REMOVED)
12'+/-
PROPERTY LINE
30'30'
EX GRADE
18'+/-
PROPERTY LINE
EX
8" W
CAUTION!!
EX G
15'+/-15'+/-
PROPERTY LINE
30'30'
EX GRADE
15'+/-
PROPERTY LINE
CAUTION!!
EX G
EX OVERHEAD ELEC &
TELECOM TO REMAIN
EX SD
3'
(1) 2" ELEC, ST LIGHT (PSE)
SEE NOTE 1 FOR TEMPORARY AND
PERMANENT SUFACE REPAIR
REQUIREMENTS
18'+/-
EX OVERHEAD ELEC AND POLES
TO BE REMOVED (BY PURVEYOR)
(1) 2" ELEC, ST LIGHT (PSE)
SEE NOTE 1 FOR TEMPORARY
AND PERMANENT SUFACE
REPAIR REQUIREMENTS
5'
EX OVERHEAD TELECOM
TO BE REMOVED
(BY PURVEYOR)
(1) 4" ELEC (PSE)
(1) 2" ELEC, ST LIGHT (PSE)
JOINT TRENCH PER PSE HANDBOOK,
DEPTH OF COVER = 36" MIN, 48" MAX
(2) 4" TELECOM (CTL)
(2) 4" TELECOM (COMCAST)
3'
SEE NOTE 1 FOR TEMPORARY AND
PERMANENT SUFACE REPAIR
REQUIREMENTS
EX STREET TREE
TO REMAIN
NTS
3
CA-2.31 CA-4.01
NTS
1
CA-2.21 CA-4.01 NTS
2
CA-2.41 CA-4.01
DEPTH OF COVER =
PRIMARY: 36" MIN, 48" MAX
STREET LIGHTING: 18"
EX OVERHEAD ELEC AND
POLES TO BE REMOVED
(BY PURVEYOR)
N 2ND ST
MEADOW AVE N
NOTES:
1.DEPICTED UTILITY INSTALLATIONS ARE PROPOSED TO BE INSTALLED PRIOR TO (BUT UNDER THE
SAME PERMIT AS) PERMANENT IMPROVEMENTS. SEE SHEETS CB-1.01 THROUGH CB-8.11 FOR
PERMANENT STREET AND UTILITY IMPROVEMENTS. IF SEQUENCING OF WORK REQUIRES
TEMPORARY SURFACE REPAIRS TO BE INSTALLED, THOSE REPAIRS SHALL BE COORDINATED WITH
THE CITY OF RENTON PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
2.SEE SHEETS CB-5.21, CB-5.23, CC-8.11 FOR WATER AND STORM DRAIN PROFILES AND SECTIONS.
FIELD ADJUST PSE CONDUIT AS NEEDED TO MAINTAIN 1' MINIMUM SEPARATION.
NOTES:
1.DEPICTED UTILITY INSTALLATIONS ARE PROPOSED TO BE INSTALLED PRIOR TO (BUT UNDER THE
SAME PERMIT AS) PERMANENT IMPROVEMENTS. SEE SHEETS CB-1.01 THROUGH CB-8.11 FOR
PERMANENT STREET AND UTILITY IMPROVEMENTS. IF SEQUENCING OF WORK REQUIRES
TEMPORARY SURFACE REPAIRS TO BE INSTALLED, THOSE REPAIRS SHALL BE COORDINATED WITH
THE CITY OF RENTON PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
2.SEE SHEET CC-8.13 FOR STORM DRAIN PROFILES. FIELD ADJUST PSE CONDUIT AS NEEDED TO
MAINTAIN 1' MINIMUM SEPARATION.
NOTES:
1.DEPICTED UTILITY INSTALLATIONS ARE PROPOSED TO BE INSTALLED PRIOR TO (BUT UNDER THE
SAME PERMIT AS) PERMANENT IMPROVEMENTS. SEE SHEETS CB-1.01 THROUGH CB-8.11 FOR
PERMANENT STREET AND UTILITY IMPROVEMENTS. IF SEQUENCING OF WORK REQUIRES
TEMPORARY SURFACE REPAIRS TO BE INSTALLED, THOSE REPAIRS SHALL BE COORDINATED WITH
THE CITY OF RENTON PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
DEPTH OF COVER =
PRIMARY: 36" MIN, 48" MAX
STREET LIGHTING: 18"
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-4.01_Rev.dwg2020.07.22
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
55Page Setup: _INSIDE TB 22X34WWP-27-4116TED-40-4116R-411608
S-411608
FOR REFERENCE ONLY; UTILITY
CONVERSION UNDER SEPARATE PERMIT.
8 9
2020.10.11
NTS
1
CA-2.31 CA-4.11 NTS
2
CA-2.31 CA-4.11 NTS
3
CA-2.31, CA-2.41 CA-4.11
18" TYP
48" MAX36" MIN COVERSTRUCTURAL BACKFILL
12" SEPARATION
6" OR 12" OF SAND, 5
8" MINUS
GAS OR ELECTRICPHONE AND TV6" OR 12"3"EXISTING PSE POLE
EXISTING OVERHEAD
ELEC TO BE REMOVED;
COORDINATE TEMP
RE-ROUTE WITH PSE AS
NEEDED TO INSTALL
NEW POLE No. P09
NEW OVERHEAD ELEC
TO EXISTING PSE POLE
NEW PSE POLE No. P09
W/ CROSS ARMS, ETC.
(PER PSE DESIGN No. 101121708)
GUY WIRE
(1) 4" TELECOM (CTL)
PSE CONDUIT CLUSTER
(PER PSE DESIGN No. 101121708)
NEW OVERHEAD ELEC
TO RESIDENCE
NEW OVERHEAD ELEC
TO EXISTING PSE POLE
NEW PSE POLE No. P02
W/ CROSS ARMS, TRANSFORMER, ETC.
(PER PSE DESIGN No. 101121708)
GUY WIRE
(1) 4" TELECOM (CTL)
(1) 4" TELECOM (COMCAST)
PSE CONDUIT CLUSTER
(PER PSE DESIGN No. 101121708)
EXISTING OVERHEAD
ELEC TO BE REMOVED;
COORDINATE TEMP
RE-ROUTE WITH PSE AS
NEEDED TO INSTALL
NEW POLE No. P02
EXISTING PSE POLE
(1) 2" ELEC, ST LIGHT (PSE)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
55Page Setup: _INSIDE TB 22X34S-411609
R-411609TED-40-4116WWP-27-4116FOR REFERENCE ONLY; UTILITY
CONVERSION UNDER SEPARATE PERMIT.
9 9
2020.10.11
BIO-RETENTION PLANTERIN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-1.01.dwg2020.10.11
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58Page Setup: _INSIDE TB 22X341.TOTAL AREA: 1.67 AC
2.TAX PARCEL #'S: 1.67 AC
3.SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 1.67 AC
(WELLHEAD PROTECTION AREA ZONE + SEISMIC HAZARD AREA)
1.67 AC
TERRANE
10801 MAIN ST, SUITE 102
BELLEVUE, WA 98004
(425) 458-4488
CONSTRUCTION INDUSTRY TRAINING
COUNCIL (CITC) OF WASHINGTON
1930 116TH AVE NE
BELLEVUE, WA 98004
HL ENGINEERING
5900 4TH AVE S, SUITE 204
SEATTLE, WA 98108
(858) 581-0754
CONTACT: PATRICK HANSEN-LUND, P.E.
LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO
RENTON, PER PLAT RECORDED IN VOLUME 15
OF PLATS, PAGE 47, RECORDS OF KING COUNTY,
WASHINGTON
PREDEVELOPED IMPERVIOUS SURFACE
1.47 AC
DEVELOPED NET NEW IMPERVIOUS SURFACE
N/A (REDUCED FROM EXISTNG)
TOTAL DEVELOPED IMPERVIOUS SURFACE
1.38 AC
RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS
TOTAL GROSS AREA
0.82:1 (82%)
NAVD88 PER CITY OF RENTON BENCHMARK 471
FOUND CGS DISC STAMPED "K 384 1959" ON CONC
CURB ON THE BRONSON WAY BRIDGE OVER THE
CEDAR RIVER.
ELEVATION ON DISC = 44.557'
NAD83/91 WASHINGTON NORTH ZONE STATE PLANE
COORDINATES PER CITY OF RENTON SURVEY
CONTROL NETWORK MONUMENTS 1879 & 1887.
40 0 40 80
scale feet1" = 40'
20
WATER:
CITY OF RENTON PUBLIC WORKS DEPT.
1055 SOUTH GRADY WAY, 5TH FLOOR
RENTON, WA 98057
(425) 430-6400
SEWER:
CITY OF RENTON PUBLIC WORKS DEPT.
1055 SOUTH GRADY WAY, 5TH FLOOR
RENTON, WA 98057
(425) 430-6400
POWER/GAS:
PUGET SOUND ENERGY
8001 SOUTH 212TH STREET
KENT, WA 98032
(425) 395-7065
PHONE:
CENTURY LINK
23315 66TH AVE S.
KENT, WA 98032
(253) 372-5361
COMCAST
410 VALLEY AVE NW, SUITE 12-BLDG C
PUYALLUP, WA 98371
(253) 288-7532
FIRE:
RENTON FIRE & EMERGENCY SERVICES
1055 S. GRADY WAY
RENTON, WA 98057
(425) 430-7000
SCHOOL:
RENTON SCHOOL DISTRICT
300 SW 7TH STREET
RENTON, WA 98057
(425) 204-2300
STREET IMPROVEMENT PLANS
Street Improvement Cover Sheet
General Notes
Road, Paving, and Drainage Plan - Bronson Way N
Road, Paving, and Drainage Plan - Garden Ave N
Road, Paving, and Drainage Plan - N 2nd St
Road, Paving, and Drainage Plan - Meadow Ave N
Road, Paving, and Drainage Plan - Alley
Signing and Channelization Plan - Bronson Way N
Signing and Channelization Plan - Garden Ave N
Signing and Channelization Plan - N 2nd St
Signing and Channelization Plan - Meadow Ave N
Signing and Channelization Plan - Alley
Watermain Plan and Profile - Garden Ave N
Watermain Connection Details
Water Sections - Garden Ave N
Water Details
Water Details
Curb Return/ Pedestrian Ramp Details
Curb Return/ Pedestrian Ramp Details
City Standard Details
City Standard Details
City Standard Details
City Standard Details
City Standard Details
City Standard Details
Typical Street Sections
Typical Street Sections
Temporary Erosion and Sedimentation Control Plan
Street Lighting Fixture Schedule
Street Lighting Photometrics - Bronson Way N
Street Lighting Photometrics - Garden Ave N
Street Lighting Photometrics - N 2nd St
Street Lighting Photometrics - Meadow Ave N
Street Light Wiring Notes and Legend
Street Light Wiring Plan
Street Light Wiring Schedules
Landscape Plan (within ROW)
Landscape Details (within ROW)
Storm Drain Plan and Profile - Garden Ave N
Storm Drain, Sewer Plan and Profile - Alley
Storm Drain Plan and Profile - Meadow Ave N
Bioretention Enlargement and Sections
Storm and Sewer Details
Storm and Sewer Details
Storm and Sewer Details
ONSITE PLANS (30"x42" TITLE BLOCK)
Site Plan
TESC Plan
TESC Plan
Demolition Plan
Demolition Plan
Grading Plan
Grading Plan
Composite Utility Plan
Tree Retention / Removal Plan
Landscape Plan
Irrigation Plan
Irrigation Plan
Irrigation Details
CB-1.01
CB-1.02
CB-2.01
CB-2.21
CB-2.31
CB-2.41
CB-2.51
CB-3.01
CB-3.21
CB-3.31
CB-3.41
CB-3.51
CB-5.21
CB-5.22
CB-5.23
CB-5.24
CB-5.25
CB-6.01
CB-6.11
CB-7.01
CB-7.11
CB-7.21
CB-7.22
CB-7.31
CB-7.41
CB-8.01
CB-8.11
CB-9.01
CB-10.00
CB-10.01
CB-10.21
CB-10.31
CB-10.41
CB-10.51
CB-10.61
CB-10.71
CB-11.01
CB-11.11
CC-8.11
CC-8.12
CC-8.13
CC-8.14
CC-8.15
CC-8.16
CC-8.17
CC-4.11
CC-5.01
CC-5.11
CC-6.01
CC-6.11
CC-7.01
CC-7.11
CC-11.11
L-1.00
L-1.01
L-3.01
L-3.02
L-3.03
SHEETS
CB-2.41
CB-3.41
N 3rd St
Park Ave NBronson Way N
Ced
a
r
R
i
v
e
r
I-405
N 2nd St
Liberty Park
Cedar River ParkHouser Way S169Meadow Ave NN
1
s
t
S
t
I-405
I-405
Project Site
SHEETS
CB-2.01
CB-3.01
SHEETS
CC-4.11
CC-5.11
CC-6.11
CC-7.11
SHEETS
CC-4.01
CC-5.01
CC-6.01
CC-7.01
SHEETS
CB-2.21
CB-3.21
SHEETS
CB-2.31
CB-3.31
SHEETS
CB-2.51
CB-3.51WWP-27-4116TED-40-4116R-411610
S-411610
NAD 83/91 Washington North Zone State Plane
Coordinates Per City of Renton Survey Control
Network Monuments 1879 and 1887
NAVD88 Per City of Renton Benchmark 471.
Found CGS Disc Stamped "K 384 1959" on concrete curb
on the Bronson Way bridge over the Cedar River.
Elevation on disc = 44.557
PUGET SOUND ENERGY UTILITY PERMIT NO. ________________
CENTURYLINK UTILITY PERMIT NO. ________________
COMCAST UTILITY PERMIT NO. ________________
SHEET #
1
2
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
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
1
REGIONAL FIRE AUTHORITY
cthomas 08/31/2020
APPROVED
WATER UTILITY
M.Mitchell 09/04/2020
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
SURFACE WATER UTILITY
jfarah 08/28/2020
WASTEWATER UTILITY
Ann Fowler 09/03/2020
T-411601
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58Page Setup: _INSIDE TB 22X34GENERAL NOTES
1.ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY OF RENTON STANDARD
DETAILS AND 2020 VERSION OF THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION
“STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION”.
2.A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
3.ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO THE
START OF CONSTRUCTION.
4.ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE IMMEDIATELY
REPORTED AND REPAIRED AS REQUIRED BY THE CITY OF RENTON.
5.SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED
PRIOR TO CONSTRUCTION.
6.THE GENERAL CONTRACTOR OF RECORD SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL
MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN
APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE
DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8).
7.THE GENERAL CONTRACTOR OF RECORD SHALL NOTIFY THE CITY OF RENTON AT LEAST TWENTY-FOUR (24)
HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET
CLOSURES OR OTHER ACCESS BLOCKAGE.
8.THE GENERAL CONTRACTOR OF RECORD SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES
DURING CONSTRUCTION.
9.IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OF RECORD TO VERIFY THE ACCURACY
OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
10.THE GENERAL CONTRACTOR OF RECORD SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE
STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS
AFFECTED BY THE PROPOSED IMPROVEMENTS.
11.INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY
REPRESENTATIVES OF THE CITY OF RENTON. IT SHALL BE THE GENERAL CONTRACTOR OF RECORD'S
RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER
ADVANCE NOTICE. THE CITY OF RENTON INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF
ANY ITEMS PLACED IN THE RIGHT OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE
CONSTRUCTED WITHOUT APPROPRIATE INSPECTIONS.
12.ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE STATE OF WASHINGTON MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES AND APPROVED BY THE CITY OF RENTON FOR IN-STREET WORK. AN
APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR ALL STREETS PRIOR TO BEGINNING
CONSTRUCTION.
10. PHENOLIC ADDESS LABEL PLATE IN 2" HIGH BLACK NUMBERS ONLY ON WHITE BACKGROUND
NEEDS TO BE ADDED TO FRONT OF CABINET FACING STREET WITH ADHESIVE.
R-411611TED-40-4116AC Asphalt Concrete
ARCH Architectural
ASPH Asphalt
AVE Avenue
BLDG Building
BM Benchmark
BOT Bottom
BW Bottom of Wall
CB Catch Basin
CIP Cast-In-Place
C/L Centerline
CLR Clearance
CO Cleanout
CONC Concrete
COND Conduit
CONN Connect or Connection
CONT Continuous, Continuation
COORD Coordinate
C.O.R.City of Renton
CTL CenturyLink
CTR Center
CF Cubic Feet
DEMO Demolition
DEPT Department
DI Ductile Iron
DIA Diameter
DIP Ductile Iron Pipe
DW Domestic Water
DWG Drawing
E East
EA Each
EJ Expansion Joint
ELEC Electrical
EX or EXIST Existing
FD Footing Drain
FF Finished Floor
FG Finished Grade
FT Foot or Feet
FTG Footing
FW Fire Water
G Natural Gas, Finished Grade,
or Finished Gutter Elevation
HYD Fire Hydrant
IE Invert Elevation
INV Invert
JT Joint
LARCH Landscape Architect
LB Pound
LF Linear Feet
LP Low Point
LT Left
MAX Maximum
MECH Mechanical
MH Manhole
MIN Minimum
MISC Miscellaneous
N North
NO Number
PC Point of Curvature
PERF Perforated
P/L Property Line
PROP Property
PSE Puget Sound Energy
PT Point of Tangency
PVC Polyvinyl Chloride
PVMT Pavement
R Radius
REINF Reinforcing
RT Right
R/W Right of Way
S South
SD Storm Drain
SDMH Storm Drain Manhole
SF Square Feet
SHT Sheet
SIM Similar
SSMH Sanitary Sewer Manhole
ST Street
STD Standard
T Tangent
TC Top of Curb
TELECOM Telecommunications
TYP Typical
TESC Temporary Erosion and
Sedimentation Control
TW Top of Wall
V Vertical
VC Vertical Curve
VERT Vertical
W West, or Water
2
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
25+0012+00 13+00
14+00 44+0054+00VARIES8'8'60'±16'
EXISTING
RIGHT-OF-WAY
DEDICATED
RIGHT-OF-WAY
R=35'CEMENT CONCRETE TRAFFIC
CURB AND GUTTER PER C.O.R.
STD DETAIL 101, H=6", TYP
2" AC GRIND &
OVERLAY, TYP
CENTERLINE
(RIGHT-OF-WAY)
EXISTING CURB
TO REMAIN
RIGHT-OF-WAY, TYP
CEMENT CONCRETE
DRIVEWAY PER C.O.R.
STD DETAIL 104.41.5%1.5%EXISTING CURBTO REMAINPLANTING
STRIP, TYP
CEMENT CONCRETE
SIDEWALK PER C.O.R.
STD DETAILS 102 AND
F007, TYP
LIMITS OF GRIND & OVERLAY TO EXTEND
TO EXISTING LANE STRIPE, TYP
DEDICATED
RIGHT-OF-WAY
SEE NOTE 5, TYP PSE ELECPSE
E
L
E
C
PSE ELEC
PSE ELEC
PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC4
2
4
3
43 4343.50
43.5042.50
STA 12+58.14, 23.43' LTSTREET LIGHT 2 ,COR STD DETAIL 117.1STA 12+77.63, 21.67' LTCL ALLEY DWYSTA 13+80.53, 22.42' LTPC, BEGIN CURBSTA 12+02
.00
,
16
.67
'
LTPT,
END
CURB
2
CB-2.01 CB-6.01
PEDESTRIAN RAMP #2A
SEE DETAIL
2
CB-2.01 CB-6.01
PEDESTRIAN RAMP #1A
SEE DETAIL
2
CB-2.01 CB-6.11
PEDESTRIAN RAMP #12A
SEE DETAIL
2
CB-2.01 CB-6.11
PEDESTRIAN RAMP #11A
SEE DETAIL
2
CB-2.01 CB-8.11
TYP SECTI
O
N
BRICK PAVING PER
ARCHITECTURAL
DRAWINGS
SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY
CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS:
·COLOR = CITY OF RENTON DOWNTOWN STANDARD
·PATTERN = 2'x2' SCORE JOINT, 1/2" DEEP
·FINISH = MEDIUM BROOM STA 12+22
.16
,
14
.10
'
LTBEGIN
CURBSTA 12+51.72, 17.25' LTEND CURBSEE
NOTE 3
SEE NOTE 4
SEE NOTE 2POINT OF INTERSECTION
STA 11+00.00 BRONSON WAY NORTH=
STA 25+76.54 GARDEN AVE N
POINT OF INTERSECTION
STA 14+16.65 BRONSON WAY N=
STA 44+62.12 MEADOW AVE NSTA 11+91
.04
,
24
.24
'
LTSTREET L
IGHT
1
,COR STD
DETA
IL
117
.1STA 13+25.08, 27.65' LTSTREET LIGHT 3 ,COR STD DETAIL 117.120' MIN
CLEAR, TYP
12+0013+0040
45
35
50
30
ELEVATION AT TOP
OF CURB, TYPELEVATION AT P/L, TYPMEET & MATCH EXISTING CURBG = 42.28P/L = 43.05G = 42.50P/L = 43.2016' ALLEY
G = 42.16TC = 42.66S EDGE OF SIDEWALK=42.75P/L = 42.93G = 42.31TC = 42.81S EDGE OF SIDEWALK=42.90P/L = 43.04G (EXISTING)= 42.6+/-TC (EXISTING)= 43.0+/-S EDGE OF SIDEWALK=43.12P/L = 43.26G (EXISTING)= 42.7+/-TC (EXISTING) = 43.1+/-S EDGE OF SIDEWALK=43.23P/L = 43.37G (EXISTING)= 42.7+/-TC (EXISTING) = 43.1+/-S EDGE OF SIDEWALK=43.24P/L = 43.38G (EXISTING)= 42.6+/-TC (EXISTING) = 43.0+/-S EDGE OF SIDEWALK=43.16P/L = 43.30MEET & MATCH EXISTING CURBMEET & MATCH EXISTING CURBEXISTING
CURB TO
REMAIN
NEW
CURB
EXISTING
CURB TO
REMAIN
25' TYP
STA 12+02: PC + BEGIN NEW CURBG = 42.11TC = 42.61STA 13+80.53: PC + BEGIN NEW CURBG = 42.56TC = 43.06IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-2.01.dwg2020.10.11
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.PROFILE INFORMATION IS ESTABLISHED BY STATION ALONG
THE MAPPED CENTERLINE OF BRONSON WAY NORTH AND THEN
PERPENDICULAR. SINCE THE CENTERLINE IS NOT CONCENTRIC
WITH CURB LINE, THE PROFILE INFORMATION IS NOT
ESTABLISHED PERPENDICULAR TO CURB LINE.
2.EXISTING UTILITIES, INCLUDING 8" PUBLIC WATER MAIN, ARE
SHOWN IN THE SURVEY BACKGROUND BASED ON POTENTIALLY
UNRELIABLE CITY OF RENTON AS-BUILT RECORD
DOCUMENTATION, AND ARE DEPICTED FOR REFERENCE ONLY.
LOCATIONS OF EXISTING UTILITIES MAY VARY SIGNIFICANTLY
FROM WHAT IS SHOWN. CONTRACTOR SHALL LOCATE EXISTING
8" WATER MAIN AND NOTIFY OWNER IMMEDIATELY IF THE
EXISTING WATER MAIN IS WITHIN 5' OF THE PROPOSED
LOCATION OF ANY PROPOSED STREET TREE TRUNK, STREET
LIGHT, OR OTHER PROPOSED UTILITY INFRASTRUCTURE IN
ORDER TO PROVIDE TIME FOR THE OWNER TO DEVELOP AND
PROCESS WITH THE CITY OF RENTON AN ACCEPTABLE WATER
MAIN PROTECTION SOLUTION AND / OR LOCATION REVISION.
3.DECORATIVE CONCRETE BENCH WALL PER ARCH, UNDER
SEPARATE PERMIT.
4.DECORATIVE CONCRETE FOUNTAIN WALL PER ARCH, UNDER
SEPARATE PERMIT.
5.SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN
IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SD
LATERAL AT THE LOCATION OF THE PROPOSED CB IN ORDER
TO CONFIRM ELEVATION BEFORE ORDERING NEW CB.
6.SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE
AND LUMINAIRE SCHEDULE.TED-40-4116R-411612
3
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
Condition of Approval:
Install Light Pole and
junction box concrete pad
per STD Plan 120 on sheet
CB-7.41
COMCAST COMCAST COMCAST COMCAST COMCASTCOMCASTCOMCASTPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE E
LEC32+0022+00 23+00 24+00 25+00 12+00EXISTING
RIGHT-OF-WAY
DEDICATED
RIGHT-OF-WAY
R=35'
CEMENT CONCRETE TRAFFIC
CURB AND GUTTER PER C.O.R.
STD DETAIL 101, H=6", TYP
2" AC GRIND &
OVERLAY, TYP
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY, TYP
EXISTING CURB
TO REMAIN
PLANTING
STRIP, TYP
CEMENT CONCRETE
SIDEWALK PER C.O.R.
STD DETAILS 102 AND
F007, TYP
R=20'
R=10'
R=10'5'7.5'30'22'FOR WATER MAIN
IMPROVEMENTS
SEE SHEET CB-5.2111'FOR ELECTRICAL AND TELECOM
IMPROVEMENTS SEE SHEETS
CA-1.01 THROUGH CA-4.11, TYP
4242
41
4141
41.50
41.50
40.50 42.5042.5041.50TYP 3 LOCs: H-20 RATED
PERMEABLE PAVER SYSTEM, TYP FG 42.46
FG 42.42
FG 42.42
FG 41.90
FG 41.92
FG 41.92
FG 42.35
FG 42.35
FG 42.32FG 42.35
FG 41.83
FG 41.83
FG 41.83
FG 41.83 FG 41.83
TC 40.92
G 40.42
TC 41.30
G 40.80
TC 41.25
G 40.751.5%TYP11.8%12.2%11.4%TC 41.72
G 41.22
TC 41.61
G 41.11 1.5%1.5%8.6%9.3%7.9%6.9%3.9%1.5%7.3%1.5%6.6%1.5%5.1%FG 42.31
1.5%1.5%FG 42.30
FG 42.22
1.5%TYPVARIESFG 41.96
FG 42.39
STA 20+73.76, 19.89' LTBEGIN CURBSTA 21+59.39, 21.00' LTSTREET LIGHT 4 ,COR STD DETAIL 116.1STA 23+19.93, 21.00' LTSTREET LIGHT 6 ,COR STD DETAIL 116.1STA 24+00.27, 21.00' LTSTREET LIGHT 7 ,COR STD DETAIL 116.1STA 24+32.21, 17.00' LTPCSTA 24+69.31, 11.00' LTPCSTA 24+46.49, 11.00' LTPTSTA 21+34.69, 17.00' LTPCTYP SECTION
1
CB-2.21 CB-8.01
3
CB-2.21 CB-8.01
TYP SECTION
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
IRRIGATION CONTROL BOX
(UNDER SEPARATE PERMIT)17'POINT OF INTERSECTION
STA 11+00.00 BRONSON WAY NORTH=
STA 25+76.54 GARDEN AVE N
POINT OF INTERSECTION
STA 21+00.00 GARDEN AVE N=
STA 31+00.00 N 2ND ST STA 24+80.44, 21.00' LTSTREET LIGHT 8 ,COR STD DETAIL 116.1STA 22+39.67, 21.00' LTSTREET LIGHT 5 ,COR STD DETAIL 116.120' MIN
CLEAR, TYP
SEE NOTE 1, TYP
2
CB-2.21 CB-6.01
PEDESTRIAN RAMP #2A
SEE DETAIL
2
CB-2.21 CB-6.01
PEDESTRIAN RAMP #1A
SEE DETAIL
1
CB-2.21 CB-6.01
PEDESTRIAN RAMP #6A
SEE DETAIL
PEDESTRIAN RAMP #5B
SEE DETAIL
1
CB-2.21 CB-6.01
PEDESTRIAN RAMP #3A
SEE DETAIL
1
CB-2.21 CB-6.01
PEDESTRIAN
RAMP #5A
SEE DETAIL
PEDESTRIAN
RAMP #4A
SEE DETAIL
1
CB-2.21 CB-6.01 STA 21+85.10, C/L14'-WIDEPERMEABLE PAVER SYSTEMSTA 22+65.30, C/L14'-WIDEPERMEABLE PAVER SYSTEMSTA 23+56.02, C/L14'-WIDEPERMEABLE PAVER SYSTEMW AND IRRIGATION
CONN'S TO BLDG (x3),
SEE SHT CB-5.22 FOR
ADD'L INFO
21+0022+0023+0024+0040
45
35
50
ELEVATION AT TOP
OF CURB, TYP
ELEVATION AT P/L, TYP
G = 40.49TC = 40.99P/L = 41.90G = 40.61TC = 41.11P/L = 41.90G = 40.73TC = 41.23P/L = 41.90G = 40.84TC = 41.34P/L = 41.90SEE CURB RAMP
DETAIL FOR CONT.
SEE CURB RAMP
DETAIL FOR CONT.G = 40.96TC = 41.46P/L = 42.34G = 41.05TC = 41.55P/L = 42.40G = 41.16TC = 41.66P/L = 42.40G = 41.35TC = 41.85P/L = 42.40G = 41.52TC = 42.02P/L = 42.40G = 41.59TC = 42.09P/L = 42.32G = 41.74TC = 42.24P/L = 42.3725+0025' TYP
G = 40.48TC = 40.98P/L = 41.75G = 40.42TC = 40.92P/L = 41.90G LOW PT (INLET) = 40.40TC=40.90G HIGH PT = 40.50TC=41.00STA 21+34.69: PCG = 40.45TC = 40.958.5'7.4'STA 24+69.31: PCG = 41.80TC = 42.30IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-2.21.dwg2020.10.11
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34R-411613TED-40-4116NOTES:
1.SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN
IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SD
LATERAL AT THE LOCATION OF THE PROPOSED CB IN ORDER
TO CONFIRM ELEVATION BEFORE ORDERING NEW CB.
2.SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE
AND LUMINAIRE SCHEDULE.
4
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
Condition of Approval:
Install Light Pole and junction box concrete
pad per STD Plan 120 on sheet CB-7.41
COMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCAST COMCAST COMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC32+00 33+00
22+0042+0052+00BIO-RETENTION PLANTERCEMENT CONCRETE TRAFFIC
CURB AND GUTTER PER C.O.R.
STD DETAIL 101, H=6", TYP
2" AC GRIND &
OVERLAY, TYP
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY,
TYP
CEMENT CONCRETE
DRIVEWAY PER C.O.R.
STD DETAIL 104.4
2%PLANTING
STRIP, TYP CEMENT CONCRETE SIDEWALK PER
C.O.R. STD DETAILS 102 AND F007, TYP
R=20'R=15'5'8.3'15'EXISTING MEDIAN ISLAND
TO REMAIN
CEMENT CONCRETE
DRIVEWAY PER C.O.R.
STD DETAIL 104.430'14.91'EXISTING INLET TO REMAIN,
ADJUST TO GRADE
RIM = 40.20
24'
1' VACATED RIGHT-OF-WAY
1' DEDICATED
RIGHT-OF-WAY
FOR ELECTRICAL AND TELECOM
IMPROVEMENTS SEE SHEETS
CA-1.01 THROUGH CA-4.11, TYP
414
1
4141
41
41.50 41.5040.5041.50 40.5041.50
FG 41.13
FG 41.10FG 41.74 FG 41.79
FG 41.96
FG 41.79 1.5%TYPFG 41.72
10.3%10.0%G 40.36
G 40.28
G 41.06
G 40.98 G 40.42
G 41.05G 41.02
G 40.38
TC 40.96
G 40.46
VARIES1.5%1.5%1.5%1.5%EXISTING INLET TO
REMAIN, ADJUST
TO GRADE
RIM = 40.24
1
CB-2.31 CB-6.01
PEDESTRIAN RAMP #6A
SEE DETAIL
1
CB-2.31 CB-6.01
PEDESTRIAN RAMP #5B
SEE DETAIL
1
CB-2.31 CB-6.11
PEDESTRIAN RAMP #7A
SEE DETAIL
1
CB-2.31 CB-6.11
PEDESTRIAN RAMP #10B
SEE DETAILSTA 31+36.71, 15.00' RTPCSTA 31+92.96, 19.00' RTSTREET LIGHT 9 ,COR STD DETAIL 116.1STA 32+41.24, 15.00' RTCL ALLEY DRIVEWAYSTA 32+75.81, 15.08' LTCURBSTA 32+83.86, 19.00' RTSTREET LIGHT 10 ,COR STD DETAIL 116.1STA 33+09.85, 15.00' RTCL DRIVEWAYSTA 33+51.79, 15.00' RTPCTYP SECTION
1
CB-2.31 CB-8.11
BRICK PAVING PER
ARCHITECTURAL
DRAWINGS
SEE NOTE 1
SEE NOTE 1
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
MEET AND MATCH
EXISTING SIDEWALK AT
NEAREST JOINT
1
CB-2.31 CB-6.01
PEDESTRIAN RAMP #3A
SEE DETAIL
1
CB-2.31 CB-6.01
PEDESTRIAN RAMP #4A
SEE DETAIL
1
CB-2.31 CB-6.11
PEDESTRIAN RAMP #8B
SEE DETAIL
1
CB-2.31 CB-6.11
PEDESTRIAN RAMP #9A
SEE DETAIL
MEET AND MATCH
EXISTING SIDEWALK AT
NEAREST JOINT
1
CB-2.31 CB-6.01
PEDESTRIAN RAMP #5A
SEE DETAIL
16'
LOW POINT
G 40.24
POINT OF INTERSECTION
STA 21+00.00 GARDEN AVE N=
STA 31+00.00 N 2ND ST
POINT OF INTERSECTION
STA 33+82.06 N 2ND ST=
STA 41+00.00 MEADOW AVE N
FG 41.96
20' MIN CLEAR, TYP
SEE NOTE 2
30+0031+0032+0033+0040
45
35
50
ELEVATION AT TOP
OF CURB, TYP
ELEVATION AT
P/L, TYP
G = 40.35TC = 40.85P/L = 41.08SEE CURB RAMP
DETAIL FOR CONT.
SEE CURB RAMP
DETAIL FOR CONT.G = 40.27TC = 40.77P/L = 41.78G = 40.20TC = 40.70P/L = 41.80G = 40.31TC = 40.81P/L = 41.73G = 40.30TC = 40.80P/L = 41.08G = 40.38P/L = 41.10G LOW PT (INLET) = 40.2425' TYP
G = 40.42P/L = 41.1324' DWY
16' ALLEY
G = 40.40P/L = 40.98G = 40.36P/L = 41.08G = 40.28P/L = 41.085.15'STA 31+36.71: PCG = 40.19TC = 40.69STA 33+51.79: PCG = 40.47IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-2.31.dwg2020.10.11
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY
CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS:
·COLOR = CITY OF RENTON DOWNTOWN STANDARD
·PATTERN = 2'x2' SCORE JOINT, 1/2" DEEP
·FINISH = MEDIUM BROOM
2.SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN
IMPROVEMENTS.
3.SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE
AND LUMINAIRE SCHEDULE.TED-40-4116R-411614
5
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
Condition of Approval:
Install Light Pole and junction box concrete
pad per STD Plan 120 on sheet CB-7.41
COMCASTCOMCASTCOMCASTCOMCASTPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELEC
PSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELEC
PSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC
33+0014+0042+00 43+00 44+00
EXISTING
RIGHT-OF-WAY
DEDICATED
RIGHT-OF-WAY
CEMENT CONCRETE TRAFFIC
CURB AND GUTTER PER C.O.R.
STD DETAIL 101, H=6", TYP
2" AC GRIND &
OVERLAY, TYP
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY,
TYP
1.5%EXISTING CURB
TO REMAIN
PLANTING
STRIP, TYP
CEMENT CONCRETE
SIDEWALK PER C.O.R.
STD DETAILS 102 AND
F007, TYP
R=15'8'5'15'30'17.83'9'15'FOR ELECTRICAL AND TELECOM
IMPROVEMENTS SEE SHEETS
CA-1.01 THROUGH CA-4.11, TYP
42
42
424342.5041.50
4
3
.
5
0
42.50
41.50
41.50
43
4
3
.
5
0
40.50
1
CB-2.41 CB-6.11
PEDESTRIAN RAMP #7B
SEE DETAIL
1
CB-2.41 CB-6.11
PEDESTRIAN RAMP #10A
SEE DETAIL STA 41+30.25, 15.00' RTPCSTA 41+68.28, 19.00' RTSTREET LIGHT 11 ,COR STD DETAIL 116.1STA 43+35.91, 19.00' RTSTREET LIGHT 13 ,COR STD DETAIL 116.1STA 43+69.72, 15.00' RTPCSTA 43+83.91, 9.00' RTPTSTA 44+11.23, 9.00' RTPC2
CB-2.41 CB-8.01
TYP SECTION
4
CB-2.41 CB-8.01
TYP SECTION
1
CB-2.41 CB-6.11
PEDESTRIAN RAMP #8A
SEE DETAIL 1
CB-2.41 CB-6.11
PEDESTRIAN RAMP #9B
SEE DETAIL
R=10'
R=10'
EXISTING INLET
TO BE REMOVED
EXISTING INLET
TO BE REMOVED
POINT OF INTERSECTION
STA 14+16.65 BRONSON WAY N=
STA 44+62.12 MEADOW AVE N
POINT OF INTERSECTION
STA 33+82.06 N 2ND ST=
STA 41+00.00 MEADOW AVE N
SEE NOTE 1, TYPSTA 42+51.72, 19.00' RTSTREET LIGHT 12 ,COR STD DETAIL 116.1STA 44+17.55, 14.16' RTSTREET LIGHT 14 ,COR STD DETAIL 117.120' MIN
CLEAR, TYP
7
CB-2.41 CB-7.11
SEE DETAIL
4141
25' TYP
G = 42.50TC = 43.00P/L = 43.32G = 42.23TC = 42.73P/L = 42.98G = 41.90TC = 42.40P/L = 42.48G = 41.71TC = 42.21P/L = 42.29G = 40.78TC = 41.28P/L = 41.36G = 40.57TC = 41.07P/L = 41.15G = 41.56TC = 42.06P/L = 42.14G = 41.40TC = 41.90P/L = 41.98G = 41.24TC = 41.74P/L = 41.82G = 41.08TC = 41.58P/L = 41.66G = 40.93TC = 41.43P/L = 41.51ELEVATION AT P/L, TYP
ELEVATION AT TOP
OF CURB, TYP
30
50
35
45
40
30
50
35
45
40
44+0043+0042+0041+00SEE CURB RAMP
DETAIL FOR CONT.STA 44+11.23: PC + HIGH POINTG = 42.60TC = 43.10SEE CURB RAMP
DETAIL FOR CONT.STA 41+30.25: PCG = 40.48TC = 40.98IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
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patrick@hl.engineering
(858) 581-0754
58
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34R-411615TED-40-4116NOTES:
1.SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN
IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SD
LATERAL AT THE LOCATION OF THE PROPOSED CB IN ORDER
TO CONFIRM ELEVATION BEFORE ORDERING NEW CB.
2.SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE
AND LUMINAIRE SCHEDULE.
6
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
Condition of Approval:
Install Light Pole and junction box concrete
pad per STD Plan 120 on sheet CB-7.41
PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE E
LECPSE ELECPSE ELECCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCASTCOMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCAST COMCAST
32+0033+0012+0013+0052+00 53+00 54+00
BIO-RETENTION PLANTER
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY, TYP
ASPHALT ALLEY PAVEMENT
PER C.O.R. ORDINANCE 5517.
4" HMA OVER 6" CSTC
PLANTING
STRIP, TYP
CEMENT CONCRETE SIDEWALK
PER C.O.R. STD DETAILS 102
AND F007, TYP 16'5'24'
SEE SHEET CB-2.41
5'
SPECIALTY
PAVEMENT,
SEE NOTE 1
SPECIALTY PAVEMENT,
SEE NOTE 1
1' DEDICATED
RIGHT-OF-WAY
1' VACATED RIGHT-OF-WAY 434342414241434342.5041.50
4
3
.
5
0
41.5042.5041.50
FF 42.00 FF 42.50
FG 43.15
FF 42.46FF 42.00
FOR PARCEL STORM
DRAINAGE AND SANITARY
SEWER UTILITIES SEE
SHEET CC-8.12
5'STA 53+87.90, 8.64' LTCL DRIVEWAYFOR ELECTRICAL AND TELECOM
IMPROVEMENTS SEE SHEETS
CA-1.01 THROUGH CA-4.11, TYP
TYP SECTION
3
CB-2.51 CB-8.11
SEE NOTE 2
RIM = 43.18
SEE NOTE 2
RIM = 42.97
SEE NOTE 2
RIM = 41.22
SEE NOTE 2
RIM = 41.85
POINT OF INTERSECTION
STA 12+74.03 BRONSON WAY N=
STA 54+84.33 ALLEY
POINT OF INTERSECTION
STA 32+41.36 N 2ND ST=
STA 51+00.00 ALLEY
51+0052+0053+0054+0040
45
35
50
30
40
45
35
50
30
SEE SHEET __
FOR CONT.
SEE SHEET __
FOR CONT.
ELEVATION AT
CENTERLINE OF
ALLEY, TYPLT P/L=41.71C/L = 41.83RT P/L =41.9625' TYP
LT P/L=41.25C/L = 41.44RT P/L =41.64LT P/L=41.58C/L = 41.69RT P/L =41.81LT P/L=41.84C/L = 41.90RT P/L =41.96LT P/L=41.90C/L = 41.93RT P/L =41.96LT P/L=42.13C/L = 41.95RT P/L =42.15LT P/L=42.28C/L = 42.37RT P/L =42.46LT P/L=42.37C/L = 42.42RT P/L =42.46LT P/L=42.44C/L = 42.45RT P/L =42.46LT P/L=42.55C/L = 42.57RT P/L =42.60LT P/L=42.81C/L = 42.83RT P/L =42.85LT P/L=43.10C/L = 43.13RT P/L =43.1513'
ROLL-UP DOOR PER ARCH;
ALLEY PAVT AT RT P/L = 41.96
ACROSS DOOR WIDTH
13'
ROLL-UP DOOR PER ARCH;
ALLEY PAVT AT RT P/L = 42.46
ACROSS DOOR WIDTH13'
ROLL-UP DOOR PER ARCH;
ALLEY PAVT AT RT P/L = 41.96
ACROSS DOOR WIDTH
13'
ALCOVE AND PERSON-DOOR
PER ARCH; ALLEY PAVT AT
RT P/L = 42.46 ACROSS DOOR
AND ALCOVE WIDTH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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58
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY
CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS:
·COLOR = CITY OF RENTON DOWNTOWN STANDARD
·PATTERN = 2'x2' SCORE JOINT, 1/2" DEEP
·FINISH = MEDIUM BROOM
2.ADJUST EXISTING CATCH BASIN TO GRADE. REMOVE EXISTING
GRATE AND FRAME, AND REPLACE WITH NEW FRAME AND
SOLID LID PER COR STD DETAIL 204.10.TED-40-4116R-411616
7
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
25+0012+00 13+00
14+00 44+0054+00EXISTING
RIGHT-OF-WAY
DEDICATED
RIGHT-OF-WAY
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY, TYP
DEDICATED
RIGHT-OF-WAY
4" WHITE SOLID LANE STRIPE
(MATCH EXISTING LOCATION)
4" WHITE SOLID LANE STRIPE
(MATCH EXISTING LOCATION)
R5-1 ("DO NOT ENTER") +
R6-1L ("ONE WAY") SIGNS
ON POSTS, 2 EA
R1-1 ("STOP") SIGN ON POST
POINT OF INTERSECTION
STA 11+00.00 BRONSON WAY NORTH=
STA 25+76.54 GARDEN AVE N
POINT OF INTERSECTION
STA 14+16.65 BRONSON WAY N=
STA 44+62.12 MEADOW AVE N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM
TO STATE OF WASHINGTON DEPARTMENT OF
TRANSPORTATION'S SIGN FABRICATION MANUAL.TRO-41-4116T-411601
8
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
32+0022+00 23+00 24+00 25+00 12+00EXISTING
RIGHT-OF-WAY
DEDICATED
RIGHT-OF-WAY
CENTERLINE
(RIGHT-OF-WAY)RIGHT-OF-WAY, TYP
70'90'
CHANNELIZED MARKERS, DOUBLE
YELLOW CENTERLINE FORMATION,
SEE DETAIL SHEET CB-7.31
CHANNELIZED MARKERS, DOUBLE
YELLOW CENTERLINE FORMATION,
SEE DETAIL SHEET CB-7.31
CHANNELIZED MARKERS, SINGLE SKIP
YELLOW CENTERLINE FORMATION,
SEE DETAIL SHEET CB-7.31, TYP
2' OFFSET FROM MAPPED
CENTERLINE, TYP
THERMOPLASTIC WHITE
STOP BAR, 18" WIDE
R1-1 ("STOP") SIGN ON
STREET LIGHT POST
R2-1 ("25 SPEED LIMIT") SIGN
ON STREET LIGHT POST
R11-3 MOD ("LOCAL ACCESS ONLY")
SIGN ON POST
STA 21+37.00THERMOPLASTIC WHITESTOP BAR, 18" WIDESTA 25+31.13, 4.00' LTTHERMOPLASTIC WHITESTOP BAR, 18" WIDESTA 25+01.50, 2.00' RTPCSTA 25+21.40, 1.19' LTPTR=70'
BUILDING-MOUNTED FDC SIGNAGE,
SEE PLUMBING DRAWINGS
R9-3 ("NO PED CROSSING") AND
R9-3A (NO PED CROSSING SYMBOL)
SIGNS VERTICALLY POSITIONED ON
SINGLE POST
R1-1 ("STOP") SIGN ON POST
POINT OF INTERSECTION
STA 11+00.00 BRONSON WAY NORTH=
STA 25+76.54 GARDEN AVE N
POINT OF INTERSECTION
STA 21+00.00 GARDEN AVE N=
STA 31+00.00 N 2ND ST
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
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patrick@hl.engineering
(858) 581-0754
58
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM
TO STATE OF WASHINGTON DEPARTMENT OF
TRANSPORTATION'S SIGN FABRICATION MANUAL.TRO-41-4116T-411602
9
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
32+00 33+00
22+0042+0052+00BIO-RETENTION PLANTERCENTERLINE
(RIGHT-OF-WAY)RIGHT-OF-WAY, TYP
1' VACATED RIGHT-OF-WAY
1' DEDICATED RIGHT-OF-WAY
R1-1 ("STOP") SIGN
ON POST
R1-1 ("STOP") SIGN
ON POSTSTA 31+30.80THERMOPLASTIC WHITESTOP BAR, 18" WIDESTA 33+51.50THERMOPLASTIC WHITESTOP BAR, 18" WIDER6-1R ("ONE WAY" RIGHT) AND
R6-1L ("ONE WAY" LEFT) SIGNS ON
POST (4 SIGNS ON 2 POSTS,
PAIRED BACK-TO-BACK)
R1-1 ("STOP") SIGN ON POST
POINT OF INTERSECTION
STA 21+00.00 GARDEN AVE N=
STA 31+00.00 N 2ND ST
POINT OF INTERSECTION
STA 33+82.06 N 2ND ST=
STA 41+00.00 MEADOW AVE N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM
TO STATE OF WASHINGTON DEPARTMENT OF
TRANSPORTATION'S SIGN FABRICATION MANUAL.TRO-41-4116T-411603
10
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
33+0014+0042+00 43+00 44+00
EXISTING
RIGHT-OF-WAY
DEDICATED
RIGHT-OF-WAY
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY, TYP
EXISTING CURB
TO REMAIN
R8-3 MOD ("NO PARKING" /
RESTRICTIONS) SIGN ON
STREET LIGHT POST
R1-1 ("STOP")
SIGN ON POST
R8-3 MOD ("NO PARKING" /
RESTRICTIONS) SIGN ON
STREET LIGHT POST
40'
60'
CHANNELIZED MARKERS, DOUBLE
YELLOW CENTERLINE FORMATION,
SEE DETAIL SHEET CB-7.31
CHANNELIZED MARKERS, SINGLE SKIP
YELLOW CENTERLINE FORMATION,
SEE DETAIL SHEET CB-7.31, TYP
CHANNELIZED MARKERS, DOUBLE
YELLOW CENTERLINE FORMATION,
SEE DETAIL SHEET CB-7.31STA 41+34.10THERMOPLASTIC WHITESTOP BAR, 18" WIDESTA 44+12.50THERMOPLASTIC WHITESTOP BAR, 18" WIDEPOINT OF INTERSECTION
STA 14+16.65 BRONSON WAY N=
STA 44+62.12 MEADOW AVE N
POINT OF INTERSECTION
STA 33+82.06 N 2ND ST=
STA 41+00.00 MEADOW AVE N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM
TO STATE OF WASHINGTON DEPARTMENT OF
TRANSPORTATION'S SIGN FABRICATION MANUAL.TRO-41-4116T-411604
11
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
32+0033+0012+0013+0052+00 53+00 54+00
BIO-RETENTION PLANTER
CENTERLINE
(RIGHT-OF-WAY)
RIGHT-OF-WAY, TYP
SEE SHEET CB-3.41
1' DEDICATED
RIGHT-OF-WAY
1' VACATED RIGHT-OF-WAY
R6-1R ("ONE WAY")
SIGN ON POST
R1-1 ("STOP") SIGN ON POST
R1-1 ("STOP")
SIGN ON POST
R6-1R ("ONE WAY")
SIGN ON POST
R6-1R ("ONE WAY")
SIGN ON POST
POINT OF INTERSECTION
STA 12+74.03 BRONSON WAY N=
STA 54+84.33 ALLEY
POINT OF INTERSECTION
STA 32+41.36 N 2ND ST=
STA 51+00.00 ALLEY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58
20 0 20 40
scale feet1" = 20'
10
Page Setup: _INSIDE TB 22X34NOTES:
1.UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM
TO STATE OF WASHINGTON DEPARTMENT OF
TRANSPORTATION'S SIGN FABRICATION MANUAL.TRO-41-4116T-411605
12
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
58
DCDA
DCVA
PIV TO BE
INSTALLED AWAY
FROM FACE OF
BUILDING PER
STD PLAN 360.5
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
WATER UTILITY
M.Mitchell 09/04/2020
58
PIV TO BE INSTALLED AWAY
FROM FACE OF BUILDING
PER STD PLAN 360.5
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
WATER UTILITY
M.Mitchell 09/04/2020
58
INSTALL PIV
PER STD
PLAN 360.5
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
WATER UTILITY
M.Mitchell 09/04/2020
58
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
WATER UTILITY
M.Mitchell 09/04/2020
58
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
WATER UTILITY
M.Mitchell 09/04/2020
25+00 12+00PROPERTY LINE, TYP
R=35.00'
TC 42.57
G 42.11
TC 42.69
G 42.19
TC 42.76
G 42.76
TC 42.91
G 42.23 TC 42.96
G 42.96
TC 43.07
G 42.23
G 41.92
G 41.90
TC42.50
G 42.04
TC 42.50
G 42.50
TC 42.50
G 42.50
HIGH POINT
TC 42.55
G 42.05
TC 42.35
G 41.85
G 41.90
TC 42.53
G 42.03
G 42.52
LOW PT (INLET)
G=41.80
9.5'
C/L PED RAMP #2A
STA 25+63.30, 22.25' RT
(GARDEN AVE N)
EXISTING SIGN
TO REMAIN
MAX SLOPE = 7.5%
MEET AND MATCH
EXISTING SIDEWALK AT
NEAREST JOINT
MEET AND MATCH
EXISTING SIDEWALK AT
NEAREST JOINT
LANDING
MAX SLOPE = 1.5%
MAX SLOPE = 7.5%
SEE SHEETS CB-2.01 THROUGH
CB-2.51 FOR SIDEWALK
IMPROVEMENTS OUTSIDE OF
CURB RETURNS, TYP
C/L PED RAMP #1A
STA 25+03.40, 38.36' RT
(GARDEN AVE N)
LANDING
MAX SLOPE = 1.5%
MAX SLOPE = 7.5%
PROPOSED
PROPERTY
LINE, TYP
6'6'4'9.5'
PROPERTY LINE, TYP
16.1'
TC 42.54
G 42.13
TC 42.88
G 42.88
TC 42.65
G 42.15
1
0
.
8
'5.7'6.
8
'7'1
3
.
5
'
10.5'
EXISTING 35' CURB
RADIUS TO REMAIN
22+00
G 40.89
G 40.27
TC 40.58
G 40.16
G 40.30
TC 40.92
G 40.42
TC 40.87
G 40.37
TC 40.84
G 40.84
TC 40.90
G 40.90
TC 40.86
G 40.36
TC 40.83
G 40.33
G 40.23
G 40.28
TC 40.75
G 40.75
TC 40.71
G 40.29
TC 40.72
G 40.35
TC 40.69
G 40.32
TC 40.61
G 40.61
TC 40.56
G 40.12
TC 40.72
G 40.30
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
TC 40.65
G 40.65
TC 40.79
G 40.79
TC 40.70
G 40.70
TC 40.85
G 40.85
TC 40.67
G 40.17TC 40.66
G 40.16
TC 40.63
G 40.13
TC 40.64
G 40.14
TC 40.65
G 40.15
TC 40.62
G 40.12
TC 40.72
G 40.22
TC 40.72
G 40.22
G 40.07
TC 40.49
G 39.99
TC 40.62
G 40.12
TC 40.66
G 40.16TC 40.66
G 40.16
TC 40.70
G 40.70
TC 40.70
G 40.70
ADJUST EXISTING W METER BOX
TO GRADE, REPLACE COVER WITH
NON-SKID COVER
TC 40.62
G 40.62TC 40.68
G 40.18
G 40.23
G 40.22
TC 40.70
G 40.20
TC 40.78
G 40.28
G 40.70
G 40.72
G 40.67
G 40.75
6.4'12.3'4.8
'
7.
1
'
7'9.7
'2'4'14.4'MEET AND MATCH EXISTING
SIDEWALK AT NEAREST JOINT,
REMOVE EXISTING RAMP IN
ENTIRETY
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
MAX SLOPE = 7.5%
LANDING MAX SLOPE = 1.5%
C/L PED RAMP #5A
STA 20+77.06, 21.67' RT
(GARDEN AVE N)
MAX SLOPE = 7.5%
R = 20'
R = 20'
C/L PED RAMP #4A
STA 21+50.33, 37.75' RT
(GARDEN AVE N)
C/L PED RAMP #3A
STA 21+81.54, 35.75' RT
(GARDEN AVE N)
R = 20'5'4'6'3'6.2'4'5.6'4.9'6.5'4.5'9'4'7.8'MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
8.6'
2.5'
SEE SHEETS CB-2.01 THROUGH
CB-2.51 FOR SIDEWALK
IMPROVEMENTS OUTSIDE OF
CURB RETURNS, TYP
LANDING MAX SLOPE = 1.5%
PROPERTY LINE, TYP
LANDING MAX
SLOPE = 1.5%
C/L PED RAMP #6A
STA 20+77.65, 22.35' LT
(GARDEN AVE N)
C/L PED RAMP #5B
STA 31+27.29, 17.35' RT
(N 2ND ST)
ADJUST EXISTING W
METER BOX TO GRADE
EXISTING HYDRANT
TO REMAIN
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
EXISTING UTILITY POLE
TO REMAIN (PSE)
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
MAX SLOPE = 7.5%
MAX SLOPE = 7.5%
6.9'4'4'4'7.6'
5
.
7
'
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT,
REMOVE EXISTING
RAMP IN ENTIRETY
PROPERTY
LINE, TYP
PROPERTY
LINE, TYP
LANDING MAX
SLOPE = 1.5%
MAX SLOPE = 7.5%
MAX SLOPE = 7.5%MAX SLOPE = 7.5%
LANDING MAX
SLOPE = 1.5%
MAX SLOPE = 7.5%
MAX
SLOPE = 7.5%
PROPERTY
LINE, TYP
R = 18.66' (MATCH EXISTING)
EXISTING INLET TO REMAIN,
ADJUST TO GRADE
GRADE BREAK
41.83
41.91
40.72
40.80
2.3%1.5%TC 40.64
G 40.39
3.5'3.6'8.1'5'
4'
5.6'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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P.O. Box 81211
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patrick@hl.engineering
(858) 581-0754
58
10 5 0 10 20
scale feet1" = 10'Page Setup: _INSIDE TB 22X341" = 10'
1" = 10'
1
CB-2.21, CB-2.31 CB-6.01
2
CB-2.01, CB-2.21 CB-6.01
R-411617TED-40-4116NOTES:
1.RAMPS #3A, #4A, #6A SHALL BE TYPE PARALLEL 'A'
CURB RAMPS PER DETAIL ON SHEET CB-7.21.
2.RAMP #5A SHALL BE TYPE SINGLE DIRECTION 'B' PER
DETAIL ON SHEET CB-7.22.
3.RAMP #5B SHALL BE TYPE PERPENDICULAR 'A' CURB
RAMP PER DETAIL ON SHEET CB-7.21.
NOTES:
1.RAMPS #1A AND #2A SHALL BE TYPE PARALLEL 'A'
CURB RAMPS PER DETAIL ON SHEET CB-7.21.
18
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
14+0044+00
PROPERTY LINE, TYP
G 42.51
G 42.49
G 43.10
G 43.08
G 43.14
G 43.16
TC 43.06
G 42.56
LOW PT (INLET)
G=42.48
TC 43.03
G 42.53
TC 43.00
G 42.58
TC 42.97
G 42.55
G 42.90
G 42.90
G 43.00 G 42.96
G 42.92
G 42.52
G 42.50
SEE SHEETS CB-2.01 THROUGH
CB-2.51 FOR SIDEWALK
IMPROVEMENTS OUTSIDE OF
CURB RETURNS, TYP
PROPOSED
PROPERTY LINE, TYP
LANDING MAX SLOPE = 1.5%
C/L PED RAMP #11A
STA 44+21.92, 18.27' LT
(MEADOW AVE N)
EXISTING INLET
TO REMAIN
EXISTING HAND
HOLE TO REMAIN
LANDING MAX
SLOPE = 1.5%
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
MAX SLOPE = 7.5%
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
MAX SLOPE = 7.5%
R = 14.3'
C/L PED RAMP #12A
STA 44+29.84, 14.49' RT
(MEADOW AVE N)
R = 35'
R = 35'4'4'5.5'4'
5'
5.5'
11.3'
5.5'
4'4'4'9.5'PROPERTY LINE, TYP
TC40.59
G 40.17 TC40.63
G 40.21
TC40.72
G 40.30
TC40.64
G 40.22
TC40.65
G 40.65
TC40.62
G 40.62 G 40.62
G 40.70
G 40.70
TC40.60
G 40.18
G 40.68
TC40.29
G 39.87
TC40.27
G 39.85
TC40.32
G 39.90
TC40.34
G 39.92
TC40.35
G 40.35
TC40.34
G 40.34
G 40.42TC40.32
G 40.32
TC40.57
G 40.07
G 40.08
G 40.12
G 40.18
G 40.21
TC40.66
G 40.16
G 40.60
G 40.58
G 40.55
G 40.52
TC40.72
G 40.22
G 40.60
G 40.65
G 40.48G 40.47
G 40.42
G 40.40 G 40.84
G 40.90
G 40.96
TC40.95
G 40.45
TC 40.99
G 40.49
TC 40.89
G 40.39
INLET
G=40.48
LANDING MAX
SLOPE = 1.5%
MAX SLOPE = 7.5%
LANDING MAX
SLOPE = 1.5%
LANDING MAX
SLOPE = 1.5%
LANDING MAX
SLOPE = 1.5%
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
MEET AND MATCH
EXISTING SIDEWALK
AT NEAREST JOINT
SEE SHEETS CB-2.01 THROUGH
CB-2.51 FOR SIDEWALK
IMPROVEMENTS OUTSIDE OF
CURB RETURNS, TYP
MAX SLOPE = 7.5%
EXISTING INLET
TO REMAIN
EXISTING SIGN
TO REMAIN
EXISTING INLET
TO REMAIN
SIDEWALK REPLACEMENT
TO MATCH EXISTING GRADE
SIDEWALK REPLACEMENT
TO MATCH EXISTING GRADE
R = 8'
R = 9'
R = 9'
R = 15'
C/L PED RAMP #8A
STA 40+75.16, 18.08' LT
(MEADOW AVE N)
C/L PED RAMP #9A
STA 34+07.97, 15.51' LT
(N 2ND ST)C/L PED RAMP #9B
STA 41+26.48, 17.95' LT
(MEADOW AVE N)
C/L PED RAMP #8B
STA 34+08.32, 15.71' LT
(N 2ND ST)
C/L PED RAMP #7B
STA 40+73.63, 17.81' RT
(MEADOW AVE N)
C/L PED RAMP #7A
STA 33+53.15, 15.12' LT
(N 2ND ST)
C/L PED RAMP #10B
STA 33+52.99, 15.18' RT
(N 2ND ST)
C/L PED RAMP #10A
STA 41+26.33, 15.68' RT
(MEADOW AVE N)
14.
5
'4'6.6'
4'6'14.3'9.5'11
.
1
'
4'6'4'6.3'4'4.7'6'4'
6.3'4'6.9'4'4'4'
4'6'4'4'4'5.6'
ELEC HAND HOLE
PER SHEET CA-2.31
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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10 5 0 10 20
scale feet1" = 10'Page Setup: _INSIDE TB 22X341" = 10'1" = 10'
2
CB-2.01 CB-6.11
1
CB-2.31, CB-2.41 CB-6.11TED-40-4116R-411618
NOTES:
1.RAMPS #7A, #7B, #10A, AND #10B SHALL BE TYPE
PERPENDICULAR 'A' CURB RAMPS PER DETAIL ON
SHEET CB-7.21.
2.RAMPS #8A, #8B, #9A, AND #9B SHALL BE TYPE SINGLE
DIRECTION 'A' CURB RAMPS PER DETAIL ON SHEET
CB-7.22.
NOTES:
1.RAMPS #11A AND #12A SHALL BE TYPE PERPENDICULAR 'A'
CURB RAMPS PER DETAIL ON SHEET CB-7.21.
19
DEVELOPMENT ENGINEERING
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DEVELOPMENT ENGINEERING
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SURFACE WATER UTILITY
jfarah 08/28/2020
TC 41.92
G 41.42
FILLET
R = 6", TYP
STA 42+76.00, 17.00' RT (MEADOW AVE N)
TC 41.90
G 41.40
TC 41.88
G 41.38
LIMIT OF CONTINUOUS
GUTTER PAN
FACE OF 6" CEMENT
CONCRETE TRAFFIC
CURB AND GUTTER
VARIABLE WIDTH GUTTER PAN
DRAINAGE
STRUCTURE
STREET TREE 2'2'EQ EQ 2'
2.83'
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DEVELOPMENT ENGINEERING
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DEVELOPMENT ENGINEERING
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DEVELOPMENT ENGINEERING
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TRANSPORTATION OPERATION
cbarnes 09/09/2020
T-411606
condition of
approval:
provide structural
analysis for review
prior to foundation
installation
condition of
approval:
provide structural
analysis for review
prior to foundation
installation
condition of
approval:
provide structural
analysis for review
prior to foundation
installation
Add standard detail 135
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DEVELOPMENT ENGINEERING
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TRANSPORTATION OPERATION
cbarnes 09/09/2020
T-411607
8'
5'
17'
CONC SIDEWALK PER
COR STD DETAIL 102
CEMENT CONC TRAFFIC
CURB AND GUTTER PER
COR STD DETAIL 101, H=6"
FACE OF BLDG
PROPERTY LINE
PAVEMENT REPLACEMENT
PER COR STD DETAIL 103
30'30'
GARDEN
AVE N
EX GRADE
12" W
STREET TREE
1.5%2" G&O
MATCH EX CROSS
SLOPES
22'+/-
VARIES
PROPERTY LINE
EX 8" W (TO BE REMOVED)
8.5'
1.52'
15'
CONC SIDEWALK PER
COR STD DETAIL 102
CEMENT CONC TRAFFIC
CURB AND GUTTER PER
COR STD DETAIL 101, H=6"
PROPERTY LINE
PAVEMENT REPLACEMENT
PER COR STD DETAIL 103
30'30'
EX GRADE
STREET
TREE
1.5% TYP
2" G&O
MATCH EX
CROSS
SLOPES
18'+/-
PROPERTY LINE
EX 8" W
5'
14'
5'
11'
CONC SIDEWALK PER
COR STD DETAIL 102
CEMENT CONC TRAFFIC
CURB AND GUTTER PER
COR STD DETAIL 101, H=6"
FACE OF BLDG
PROPERTY LINE
PAVEMENT REPLACEMENT
PER COR STD DETAIL 103
30'30'
EX GRADE
12" W
STREET
TREE
1.5%
2" G&O MATCH EX
CROSS
SLOPES
22'+/-
VARIES
PROPERTY LINE
EX 8" W (TO BE REMOVED)
14.5'
1.52'
9'
CONC SIDEWALK PER
COR STD DETAIL 102
CEMENT CONC TRAFFIC CURB
AND GUTTER PER COR STD
DETAIL 101, H=6"
PROPERTY LINE
PAVEMENT REPLACEMENT
PER COR STD DETAIL 103
30'30'
EX GRADE
STREET
TREE
1.5% TYP
2" G&O
MATCH EX
CROSS
SLOPES
18'+/-
PROPERTY LINE
EX 8" W
5'
CAUTION!!
EX G
NTS
1
CB-2.21 CB-8.01 NTS
2
CB-2.41 CB-8.01
NTS
3
CB-2.21 CB-8.01 NTS
4
CB-2.41 CB-8.01
CAUTION!!
EX G
MEADOW
AVE N
GARDEN
AVE N
MEADOW
AVE N
EARLY WORK: (1) 2" ELEC
(PSE), SEE SHEET CA-2.21
EARLY WORK: (1) 2" ELEC (PSE),
SEE SHEET CA-2.41
10'
10'
NOTES:
1.SEE SHEETS CB-5.21, CB-5.23, CC-8.11 FOR WATER AND STORM DRAIN PROFILES AND SECTIONS.
NOTES:
1.SEE SHEETS CB-5.21, CB-5.23, CC-8.11 FOR WATER AND STORM DRAIN PROFILES AND SECTIONS.
NOTES:
1.SEE SHEET CC-8.13 FOR STORM DRAIN PROFILES.
12" SD
12" SD
EARLY WORK: (1) 2" ELEC (PSE),
SEE SHEET CA-2.41EARLY WORK: (1) 2" ELEC
(PSE), SEE SHEET CA-2.21
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DEVELOPMENT ENGINEERING
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VARIES8.5'
30'+/-
CONC SIDEWALK PER
COR STD DETAIL 102
PROPERTY LINE
VARIESVARIES
BRONSON WAY N
EX
GRADE
STREET
TREE
1.5% TYP
30'+/-
PROPERTY LINE
UNKNOWN
TELECOM
8'
CAUTION!!
EX G
8.5'
1.52'
15'
CONC SIDEWALK PER
COR STD DETAIL 102
CEMENT CONC TRAFFIC
CURB AND GUTTER PER
COR STD DETAIL 101, H=6"
PROPERTY
LINE
PAVEMENT REPLACEMENT
PER COR STD DETAIL 103
30'30'
EX GRADE
STREET
TREE
1.5% TYP
2" G&O
MATCH EX
CROSS
SLOPES
15'+/-
PROPERTY LINE
5'
CAUTION!!
EX G
EX OVERHEAD
ELEC & TELECOM
EX SD
EX CURB
TO REMAIN
EX
8" W
EX SD
(LIBERTY
PARK)
NTS
1
CB-2.31 CB-8.11 NTS
2
CB-2.01 CB-8.11
EARLY WORK: (2) 4" ELEC (PSE),
(2) 4" TELECOM COMCAST,
(2) 4" TELECOM (CTL), SEE SHEET CA-_____
16' EXISTING
RIGHT OF WAY
FNISHED
GRADE
VARIES,
2.8-3.5%
FACE OF BLDG
EXISTING 8"
SANITARY SEWER
MAIN
EXISTING 12" STORM
DRAIN MAIN
16' PROPOSED
RIGHT OF WAY
1' VACATION
1' DEDICATION
2" GAS SERVICE (PSE)
1'TELECOM (CTL)
TELECOM (COMCAST)
1'
1'EXISTING GAS SERVICE TO BE
ABANDONED (BY PURVEYOR)
1300 BRONSON WAY
NORTH EAST PARCEL
PAVT, SEE NOTE
6
NTS
3
CB-2.51 CB-8.11
N 2ND ST
NOTES:
1.ALLEY PAVEMENT SECTION SHALL BE 4" HMA OVER 6" CRUSHED SURFACING
TOP COURSE.
2.SEE SHEETS CC-8.11 FOR SEWER LATERAL LOCATIONS, ROOF DRAIN
LOCATIONS, AND STORM DRAIN PLAN AND PROFILE.
SEE TYPICAL SECTIONS,
SHEET CC-4.11, PERMIT No. ______
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STRAW WADDLES PER COR STD DETAIL 213.40,
EXCEPT IN LIEU OF STAKING PROVIDE BRICK
WEIGHTS TO STABILIZE AT A LONGITUDINAL
SPACING NOT TO EXCEED 5', REMOVE BRICKS AND
WADDLES AS SOON AS IMPROVEMENTS ARE
COMPLETED SUFFICIENT TO STABILIZE SOILS, TYP
SILT FENCE PER
COR STD DETAIL
214.00
CURB AND GUTTER BARRIER
PROTECTION PER COR STD DETAIL
216.50, TYP
2' TYP FROM
FACE OF CURB
ONSITE EROSION AND
SEDIMENTATION CONTROL
UNDER SEPARATE PERMIT
SILT FENCE PER
COR STD DETAIL
214.00
SILT FENCE PER
COR STD DETAIL
214.00
SILT FENCE PER
COR STD DETAIL
214.00
SILT FENCE PER
COR STD DETAIL
214.00
SILT FENCE PER
COR STD DETAIL
214.00
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DEVELOPMENT ENGINEERING
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1
2
3
4
5
6
7
8
9
10
11
12
13
14
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29
STREET LIGHT WIRING NOTES:
1.CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL,
AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET,
WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND
CB-7.41.
LUM
POLE
No.
ILLUMINATION POLE SCHEDULE
STREET NAME POLE
ID*
GPS COORDINATES
(LAT / LONG)**
STATION OFFSET MOUNT
HEIGHT
ARM
LENGTH
WATTAGE
/ TYPE
VOLTAGE FIXTURE MODEL
(OR APPROVED EQUAL)
BASE
TYPE
SERVICE /
CIRCUIT
COMMENTS
*POLE ID NUMBERING SHALL BE PROVIDED BY CITY AT THE TIME OF CONSTRUCTION AND INSTALLED BY CONTRACTOR.
**GPS COORDINATES INFORMATION SHALL BE PROVIDED BY CONTRACTOR AND ADDED TO AS-BUILT PLANS.
BRONSON WAY N
BRONSON WAY N
BRONSON WAY N
GARDEN AVE N
GARDEN AVE N
GARDEN AVE N
GARDEN AVE N
N 2ND ST
N 2ND ST
MEADOW AVE N
MEADOW AVE N
MEADOW AVE N
11+91.04 24.24' LT
12+58.14 23.43' LT
13+25.08 27.65' LT
21+59.39 21.00' LT
MEADOW AVE N
GARDEN AVE N
21.00' LT
21.00' LT
21.00' LT
21.00' LT
22+39.67
23+19.93
24+00.27
24+80.44
19.00' LT
19.00' LT
31+92.96
32+83.86
19.00' RT
19.00' RT
19.00' RT
14.16' RT
41+68.28
42+51.72
43+35.91
44+17.55
14'
14'
14'
14'
14'
14'
14'
14'
14'
14'
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
38
38
38
38
38
38
38
38
38
38
120-277V
120-277V
120-277V
120-277V
120-277V
120-277V
120-277V
120-277V
120-277V
120-277V
TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET)
TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET)
TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET)
TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET)
TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET)
TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET)
TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET)
TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET)
TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET)
TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET)
FIXED
FIXED
FIXED
FIXED
FIXED
FIXED
FIXED
FIXED
FIXED
FIXED
FOUNDATION PER C.O.R. STD PLAN 116.1
FOUNDATION PER C.O.R. STD PLAN 116.1
FOUNDATION PER C.O.R. STD PLAN 116.1
FOUNDATION PER C.O.R. STD PLAN 116.1
FOUNDATION PER C.O.R. STD PLAN 116.1
FOUNDATION PER C.O.R. STD PLAN 116.1
FOUNDATION PER C.O.R. STD PLAN 116.1
FOUNDATION PER C.O.R. STD PLAN 116.1
FOUNDATION PER C.O.R. STD PLAN 116.1
FOUNDATION PER C.O.R. STD PLAN 116.1
10' / 4'
10' / 4'
10' / 4'
10' / 4'
105 / 36
105 / 36
105 / 36
105 / 36
120-277V
120-277V
120-277V
120-277V
TYPE 'LE2' / 'LE2A' (SEE LUMINARIE SCHEDULE THIS SHT)
TYPE 'LE2' / 'LE2A' (SEE LUMINARIE SCHEDULE THIS SHT)
TYPE 'LE2' / 'LE2A' (SEE LUMINARIE SCHEDULE THIS SHT)
TYPE 'LE2' / 'LE2A' (SEE LUMINARIE SCHEDULE THIS SHT)
FOUNDATION PER C.O.R. STD PLAN 117.1
FOUNDATION PER C.O.R. STD PLAN 117.1
FOUNDATION PER C.O.R. STD PLAN 117.1
FOUNDATION PER C.O.R. STD PLAN 117.1
FIXED
FIXED
FIXED
FIXED
35' / 14'
35' / 14'
35' / 14'
35' / 14'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUM 'A'
ILLUMINATION GENERAL NOTES:
1.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SHOWN ON
THESE PLANS ARE APPROXIMATE ONLY. FINAL LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND CONFIRMED BY THE ENGINEER.
2.CONTRACTOR SHALL POTHOLE ALL POLE LOCATIONS TO CONFIRM THAT THERE ARE
NO UNDERGROUND CONFLICTS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION.
3.THE CONTRACTOR SHALL CONFIRM THAT THE APPROPRIATE MINIMUM
CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN LUMINAIRE POLES ANDANY
OVERHEAD POWER LINES THAT ARE NOT PROPOSED TO BE REMOVED. IF A
CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR
TO FOUNDATION INSTALLATION.
4.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON
STANDARDS AND SDOT STANDARDS AND SPECIFICATIONS, CURRENT EDITION.
5.THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED
IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
6.THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR
MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE.
7.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE
CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS
BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY
AGENCIES THROUGHOUT THE PROJECT.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND
THE CITY OF RENTON IMMEDIATELY UPON DAMAGE.
9.POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE
LOCATIONS ARE APPROVED BY THE ENGINEER.
10.ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR
INSPECTION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION.
11.CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND /
ROUGH-IN INSPECTION.
12.CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC
CUTSHALL (425) 430-7423, FOR STREET LIGHTING COMPLIANCE TO STANDARDS
INSPECTION PRIOR TO ENERGIZING.
13.FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTION, THE CONTRACTOR
SHALL CONTACT THE CITY ELECTRICAL INSPECTOR FOR SERVICE INSPECTION.
14.FOLLOWING THE SERVICE INSPECTION FROM CITY ELECTRICAL INSPECTOR,
ELECTRICAL CONTRACTOR SHALL SUBMIT APPLICATION TO PSE TO ENERGIZE THE
STREET LIGHTING.
15.ELECTRICAL CONTRACTOR SHALL CONTACT THE CITY ELECTRCIAL INSPECTOR FOR
FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN ENERGIZED.
240V
LUMINAIRE: DMS55-110W64LED4K-T-LE3F-240V-
LUMINAIRE: DOS-35W32LED4K-T-LE3F-240V-MAS-
LUMINAIRE: CY17T4-VS3AR-SKY-3-34W-4K-240V-
240V
240V
DEVELOPMENT ENGINEERING
jchavez 10/15/2020
T-411608
TRANSPORTATION OPERATION
cbarnes 10/21/2020
Street lights shall be
240V
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-10.01.dwg2020.10.11
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
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30
STREET LIGHT WIRING NOTES:
1.CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL,
AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET,
WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND
CB-7.41.
DEVELOPMENT ENGINEERING
jchavez 10/15/2020
Condition of Approval:
Install Light Pole and junction box concrete
pad per STD Plan 120 on sheet CB-7.41
T-411609
TRANSPORTATION OPERATION
cbarnes 10/21/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-10.21.dwg2020.10.11
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58Page Setup: _INSIDE TB 22X34 HRTED-40-4116R-411630
31
STREET LIGHT WIRING NOTES:
1.CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL,
AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET,
WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND
CB-7.41.
DEVELOPMENT ENGINEERING
jchavez 10/15/2020
Condition of Approval:
Install Light Pole and junction box concrete
pad per STD Plan 120 on sheet CB-7.41
T-411610
TRANSPORTATION OPERATION
cbarnes 10/21/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-10.31.dwg2020.10.11
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58Page Setup: _INSIDE TB 22X34 HRTED-40-4116R-411631
32
STREET LIGHT WIRING NOTES:
1.CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL,
AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET,
WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND
CB-7.41.
DEVELOPMENT ENGINEERING
jchavez 10/15/2020
Condition of Approval:
Install Light Pole and junction box concrete
pad per STD Plan 120 on sheet CB-7.41
T-411611
TRANSPORTATION OPERATION
cbarnes 10/21/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-10.41.dwg2020.10.11
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineering
(858) 581-0754
58Page Setup: _INSIDE TB 22X34 HRTED-40-4116R-411632
33
STREET LIGHT WIRING NOTES:
1.CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL,
AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET,
WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND
CB-7.41.
DEVELOPMENT ENGINEERING
jchavez 10/15/2020
Condition of Approval:
Install Light Pole and junction box concrete
pad per STD Plan 120 on sheet CB-7.41
T-411612
TRANSPORTATION OPERATION
cbarnes 10/21/2020
TRANSFORMERWATERTIGHT, WEIGHTWEATHERPROOFWATT, WIDTHVOLTS ALTERNATING CURRENTVOLT-AMPEREVOLTUNLESS OTHERWISE NOTEDUNDERWRITERS LABORATORIES, INC.TYPICALSINGLE POLE SINGLE THROWSINGLE POLE DOUBLE THROWRUNNING LOAD AMPSPOLYVINYL CHLORIDEFURNISH AND INSTALLPHASEPOWER FACTOROCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONON CENTERNORMALLY OPEN, NORMALLY CLOSEDNUMBERNATIONAL FIRE PROTECTION ASSOCIATIONNATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATIONNATIONAL ELECTRICAL CODENOT APPLICABLEMAIN LUGS ONLYMETAL HALIDEMAIN CIRCUIT BREAKERMINIMUM CIRCUIT AMPACITYLIGHTINGLOCKED ROTOR AMPSPOUNDSLENGTHKILOWATT-HOURKILOWATTKILOVOLT-AMPS REACTIVEKILOVOLT-AMPSKILOVOLT1000 CIRCULAR MILSJ-BOXIN.IMCIGHZHVACHPHOAHIDHGRSGNDGFCI GA. G FT. FLA FACP FA EWCEMSDPDTDISDCCUCLGCKTCCTVCBKRAWGAICAFGAFFACTAAMPSABOVE COUNTERTOPABOVE FINISHED FLOORABOVE FINISHED GRADEAMPERE INTERRUPTING CURRENTAMERICAN WIRE GAUGEBREAKERCONDUITCLOSED CIRCUIT TELEVISIONCIRCUITCEILINGCOPPER, CONDENSING UNITDIRECT CURRENTDISCONNECTDOUBLE-POLE, DOUBLE-THROWENERGY MANAGEMENT SYSTEMELECTRIC WATER COOLERFIRE ALARMFIRE ALARM CONTROL PANELFULL LOAD AMPSFOOT, FEETGROUNDGAUGEGROUND FAULT CIRCUIT INTERRUPTERGROUNDGALVANIZED RIGID STEELHEIGHTHIGH INTENSITY DISCHARGEHAND-OFF-AUTOMATICHORSEPOWERHEATING, VENTILATING AND AIR CONDITIONINGHERTZISOLATED GROUNDINTERMEDIATE METAL CONDUITINCH, INCHESJUNCTION BOXkcmilkVkVAkVARkWkWHLLBLRALTGMCAMCBMHMLON/ANECNEMANFPANO.N/O,N/COCOSHAPFPHPROVIDEPVCRLASPDTSPSTTYPULU.O.N.VVAVACWWPWTXFMRWPGFIALL CONDUCTORS SHALL BE THWN/THHN UNLESS OTHERWISE INDICATED. TERMINATIONS SHALL BE RATED FOR 75DEGREES C MINIMUM. DEVIATIONS SHALL COMPLY WITH NEC ARTICLE 110-14(c) FOR EXACT EQUIPMENT BEINGPROVIDED.PROVIDE LUGS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT TO ACCEPT THE SIZE AND NUMBER OF CONDUCTORSSHOWN IN THESE DOCUMENTS.ALL WIRING AND CONDUIT SIZES SHALL BE BASED ON THE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE.THERE SHALL BE NO SPLICES OF WIRING INSIDE PANELBOARDS OR DISCONNECT SWITCHES. ONLY ONE WIRE SHALLBE TERMINATED TO ANY SINGLE LUG ON A CIRCUIT BREAKER.ALL PULL CORD/WIRE PROVIDED FOR EMPTY RACEWAY/CONDUIT SYSTEMS SHALL HAVE A MINIMUM STRENGTH OF200 LBS TENSILE STRENGTH. ALL EMPTY CONDUITS SHALL HAVE A PULL CORD.MINIMUM CONDUCTOR SIZE: ALL CIRCUIT HOMERUNS AND ALL CONDUIT -AND-WIRE CIRCUITS SHALL BE #12 AWGUNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS.1.2.3.4.5.6.7.8.9.10.11.EMTELECTRICAL METALLIC TUBINGCHCOUNTER HEIGHTCHPCJJSTV1WALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRIC CODEEXTERIOR CONDUIT RUNS MINIMUM 24" BELOW FINISHED GRADE.AND ALL STATE AUTHORITIES HAVING JURISDICTION.IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE ANDFUNCTIONING ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL ANDOTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS PRODUCT. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES IN THE PLANS ANDSPECIFICATIONS THAT WILL AFFECT THE WORK, PRIOR TO SUBMISSION OF HIS BID PRICE.THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES AS MAY BE NECESSARY FORINSPECTIONS, TESTS, AND OTHER SERVICES NECESSARY FOR THE COMPLETION OF THEIR WORK.THE CONTRACTOR SHALL GUARANTEE ALL HIS WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTERACCEPTANCE BY OWNER.DRAWING NODESCRIPTIONCB-10.51CB-10.61LEGEND, GENERAL NOTES, DRAWING INDEXSITE PLANOSPSCB-10.71SCHEDULESIN COMPLIANCE WITH CITY OF RENTON STANDARDS10/9/2020 1:40 PM USER: danderson PATH: F:\697-026 Renton Street Lighting\Dwg\E0.0.dwg
2020.07.2258RENGINEERING, INCOBISON19401 40TH AVE W., SUITE 302LYNNWOOD, WA 98036206-364-3343 telCONTACT: DALLAS ANDERSONCB-10.5134DJADJADJADJA2020.10.11DEVELOPMENT ENGINEERINGjchavez 10/15/2020T-411613
BIO-RETENTION PLANTERLE1LE1LE1LE1LE1LE1LE2ALE1LE2LE1LE1LE1LE2ALE2LE2ALE2LE2ALE2HAND HOLESERVICE CABINETUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUE
UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE2" PVC SCHED 802" PVC SCHED 402" PVC SCHED 40CKT 1Vd = 0.34VVd% = 0.14%V = 239.66CKT 1Vd = 0.13VVd% = 0.06%V = 239.52CKT 1Vd = 0.13VVd% = 0.06%V = 239.39CKT 1Vd = 0.09VVd% = 0.04%V = 239.30CKT 1Vd = 0.06VVd% = 0.03%V = 239.24CKT 1Vd = 0.04VVd% = 0.02%V = 239.20CKT 1Vd = 0.02VVd% = 0.01%V = 238.79CKT 1 TOTALVd = 0.80VVd% = 0.34%V = 239.20 END OFRUNCKT 2 TOTALVd = 2.18VVd% = 0.94%V = 237.74 END OFRUNCKT 2Vd = 0.73VVd% = 0.31%V = 239.27CKT 2Vd = 0.37VVd% = 0.16%V = 238.89CKT 2Vd = 0.35VVd% = 0.15%V = 238.54CKT 2Vd = 0.33VVd% = 0.14%V = 238.22CKT 2Vd = 0.26VVd% = 0.11%V = 237.96CKT 2Vd = 0.14VVd% = 0.06%V = 237.82CKT 2Vd = 0.08VVd% = 0.03%V = 238.742" PVC SCHED 80
2" PVC SCHED 802" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 40SITE PLANSCALE: 1" = 20'GARDEN AVE NMEADOW AVE NN. 2ND ST.BRONSON WAY N.PSE POLE #:318012166247HAND HOLETYP. AT EA. POLESC-1,3SC-1,3SC-1,3SC-1,3SC-1,3SC-1,3SC-1,3SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4UEUE25kVATRANSFORMER9.3kAICAVAILABLE.UE OH TRANSFORMER.7.1kAIC AVAILABLE.HAND HOLEUEUE2" PVC SCHED 402"
P
V
C
S
C
H
E
D
4
0IN COMPLIANCE WITH CITY OF RENTON STANDARDS10/9/2020 1:40 PM USER: danderson PATH: F:\697-026 Renton Street Lighting\Dwg\E0.0.dwg
2020.07.2258RENGINEERING, INCOBISON19401 40TH AVE W., SUITE 302LYNNWOOD, WA 98036206-364-3343 telCONTACT: DALLAS ANDERSON35DJADJADJADJACB-10.612020.10.11DEVELOPMENT ENGINEERINGjchavez 10/15/2020T-411614Add spare 2" conduiton BronsonTRANSPORTATION OPERATIONcbarnes 10/22/2020
STREET LIGHTING SERVICE CABINET BREAKER SCHEDULECIRCUITMAINCKT 1CKT 2BREAKERCONTACTOR2P-100 AMP2P-20 AMP2P-20 AMP-----30 AMP30 AMPLE1POLEPEDESTRIAN POLE240V 2P 2W(1) LED38LE2POLEDECORATIVE STREET LIGHT240V 2P 2W(1) LED105LE2APOLEDECORATIVE PEDESTRIAN240V 2P 2W(1) LED36ILLUMINATION WIRING SCHEDULELOCATIONROAD OR ALLEY CROSSINGNON ROAD CROSSINGRACEWAYCONDUCTOR2" SCHEDULE 80 PVC2" SCHEDULE 40 PVC#8 CuEQ. GROUND#8 Cu#8 Cu#8 CuSEE CIVIL ENGINEERING SET FORILLUMINATION GENERAL NOTES, POLEAND FIXTURE SCHEDULES, ANDPHOTOMETRIC RESULTS.a2120/220/20.2660.678b43 | |a6520/120/10.50b8720/120/10.10a10920/120/10.180b121120/120/100CONNKVACONNKVACALCKVACALCKVALIGHTING0.9441.18(125%)RECEPTACLES0.180.18(50%>10)NONCONTINUOUS0.60.6(100%)TOTAL LOAD1.96BALANCED LOAD8.17 APHASE A134%PHASE B66.4%LIGHTINGITS BRANCHCONTROL CKT BRANCHGFCI REC. BRANCHSPARELIGHTINGSPARESPARESPARESPAREIN COMPLIANCE WITH CITY OF RENTON STANDARDS10/9/2020 1:40 PM USER: danderson PATH: F:\697-026 Renton Street Lighting\Dwg\E0.0.dwg
2020.07.2258RENGINEERING, INCOBISON19401 40TH AVE W., SUITE 302LYNNWOOD, WA 98036206-364-3343 telCONTACT: DALLAS ANDERSON36DJADJADJADJACB-10.712020.10.11DEVELOPMENT ENGINEERINGjchavez 10/15/2020T-411615#8 AWG THWN wire
37 58
38 58
39 58
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
40 58
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
WASTEWATER UTILITY
Ann Fowler 09/03/2020
CONDITION OF APPROVAL
existing sewer stubs must be cctv'd
prior to connection to ensure that
they are in good condition. if stubs are
in good condition, contractor must
line the existing stubs. if the stubs are
not in good condition, the stubs must
be replaced.
41 58
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
42 58
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
43 58
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
44 58
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
45 58
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
52+0053+0054+00BIO-RETENTION PLANTERMATCHLINE SEE SHEET CC-4.01 258.15'64'4" WHITE PAINT STRIPING, TYPPARKING LOT PAVEMENT2" HMA OVER4" CRUSHED ROCK BASEFOR TRASH ENCLOSURE ANDTRANSFORMER VAULT ENCLOSUREDETAILS SEE SHEET A1.12FOR BIORETENTION PLANTERDETAILS SEE SHEET CC-8.11CEMENT CONCRETESIDEWALK PER C.O.R. STDDETAILS 102 AND F007, TYP1' VACATED RIGHT-OF-WAY1' DEDICATED RIGHT-OF-WAYCONCRETE WHEEL STOP, TYPSEE SPECIFICATIONS1CC-4.11CC-4.11TYP SECTION5'5'24'5'
5'
18" TYPEQUAL,TYP24'5'5'N 179,884.46E 1,302,606.94EDGE OF PAVEMENTEDGE OF PAVEMENTN 179,626.92E 1,302,571.76N 179,650.73E 1,302,582.55EDGE OF PAVEMENTN 179,720.47E 1,302,572.01EDGE OF PAVEMENTN 179,898.26E 1,302,570.33EDGE OF PAVEMENTN 179,801.16E 1,302,573.52EDGE OF PAVEMENTEDGE OF PAVEMENTN 179,606.91E 1,302,571.39N 179,883.63E 1,302,650.96EDGE OF PAVEMENTN 179,625.52E 1,302,646.13EDGE OF PAVEMENTEDGE OF PAVEMENTN 179,625.85E 1,302,628.79EDGE OF PAVEMENTN 179,605.84E 1,302,628.41N 179,799.76E 1,302,649.39EDGE OF PAVEMENTN 179,719.06E 1,302,647.88EDGE OF PAVEMENTFOR ONSITE LIGHTINGSEE SHEET E2.01, TYP102'16'PUBLICALLEY1.5%11'64' PARKING AREA10'2%VARIES,0.5% MINVARIES,4-5%CONC SIDEWALK PER COR STD DETAIL 1025'SEE SHEET CC-8.13 FOR BIORETENTION PLANTER DETAILSELECTRICAL SERVICE CONDUIT (PSE)MEADOW AVE NNTS1CC-4.11CC-4.11SEE TYPICAL SECTIONS,SHEET CB-8.01SEE TYPICAL SECTION,SHEET CB-8.11PROPERTY LINE12' BIO-RETENTIONPLANTERTREE PERLANDSCAPEPLANTREE PERLANDSCAPEPLANFINISHED GRADEPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-4.11.dwg
Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'SITE PAVING NOTES:1.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR FACE OF BUILDINGUNLESS NOTED OTHERWISE.2.PROVIDE AN EXPANSION JOINT AT ALL LOCATIONS WHERE CONCRETE WALK ANDCONCRETE PAVEMENT ABUTS STRUCTURAL FOUNDATION, COLUMN OR WALL AND FIXEDOBJECTS.3.SEE SHEET A1.10 FOR ADDITIONAL PLAZA DETAIL AND INFORMATION.SHEET 46 of 58
MATCHLINE SEE SHEET CC-5.11PROPERTY LINE, TYPSILT FENCE PER C.O.R.STANDARD DETAIL 214.00, TYPCATCH BASIN INSERT PERC.O.R. STANDARD DETAIL216.30, TYPEXISTING BUILDINGTO BE PARTIALLYDEMOLISHEDPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-5.01.dwg
Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'TESC NOTES:1.APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTEAN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OFROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES).2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THEAPPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED ANDVEGETATION/LANDSCAPING IS ESTABLISHED.3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLYFLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NODISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THEFLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OFCONSTRUCTION.4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITHALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THATSEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FORANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIESSHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THATSEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE.6.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR ANDMAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.7.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUMOF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.8.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATEWITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BECLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADENWATER INTO THE DOWNSTREAM SYSTEM.9.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OFCONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONALMEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THEDURATION OF THE PROJECT.SHEET 47 of 58
MATCHLINE SEE SHEET CC-5.01 COLLECTION PONDPUMPTEMPORARY HDPESTORM DRAIN PIPE, TYPBAKER TANK OR APPROVEDSETTLEMENT SYSTEMSCONNECT TO EXISTINGSTORM DRAIN CATCH BASINIE = ____CATCH BASIN INSERT PER C.O.R.STANDARD DETAIL 216.30, TYPPROPERTY LINE, TYPSTABILIZED CONSTRUCTIONENTRANCE PER C.O.R.STANDARD DETAIL 215.1020'WHEEL WASH PERC.O.R. STANDARDDETAIL 215.006" DUCTILE IRON PIPE CROSSINGEXISTING DRIVEWAYTO BE USED FORCONSTRUCTIONINTERCEPTOR SWALEPER C.O.R. STANDARDDETAIL 217.10, TYPDITCH CHECK DAMSPER C.O.R. STANDARDDETAIL 217.40, TYPSILT FENCE PERC.O.R. STANDARDDETAIL 214.00, TYPPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-5.11.dwg
Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'NOTES:1.SEE SHEET CC-5.01 FOR TESC NOTES.SHEET 48 of 58
DEDICATEDRIGHT-OF-WAYPARTIAL BUILDING REMOVAL.SEE ARCH AND STRUCTURALFOR ADDITIONAL INFORMATIONEXISTINGRIGHT-OF-WAY,TYPMATCHLINE SEE SHEET CC-6.11CAUTION!!PROTECT IN PLACE EXISTING C.O.R.GROUNDWATER MONITORING WELLPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-6.01.dwg
Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'SITE DEMOLITION NOTES:1.NO DEMOLITION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMMENCE WITHOUTPERMIT APPROVAL FROM THE CITY OF RENTON.2.THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARYBARRIERS AND SECURITY DEVICES AS NECESSARY FOR THE PROTECTION OF THEADJACENT PUBLIC IMPROVEMENTS WITHIN THE STREET RIGHT-OF-WAY.3.NO DEMOLITION OUTSIDE THE LIMITS OF WORK IS ALLOWED UNLESS NOTEDOTHERWISE ON THE PLAN.4.THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, AND/ORCAPPING OF THE EXISTING UTILITIES WITH THE APPLICABLE UTILITY AGENCY.5.CONTRACTOR SHALL VERIFY THAT ALL TELEPHONE AND COMMUNICATIONS WIRESAND CONDUCTORS HAVE BEEN DECOMMISSIONED PRIOR TO REMOVAL OFCOMMUNICATIONS AND TELEPHONE DUCTBANK CONDUIT AND VAULTS.6.DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES SHALLNOT BE CARRIED OUT UNTIL POWER SOURCES TO THE ITEMS INDICATED FORREMOVAL HAVE BEEN MADE SAFE.7.CAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITS OFDEMOLITION, UNLESS NOTED OTHERWISE.8.REFER TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR HISTORIC ANDANTICIPATED UNDERGROUND TANK AND CONTAMINATION REMOVAL PROCEDURES.9.FOR ADDITIONAL ENVIRONMENTAL REQUIREMENTS DURING DEMOLITION, SEE SHEETA1.21.LEGEND:REMOVE EXISTING PCC PAVEMENTREMOVE EXISTING BUILDING AND FOUNDATIONSREMOVE EXISTING AC PAVEMENTINFRASTRUCTURE TO BE REMOVEDINFRASTRUCTURE TO REMAINSHEET 49 of 58
EXISTINGRIGHT-OF-WAY,TYPREMOVE EXISTINGSHRUBS, TYPEXISTING ALLEY UTILITYSTRUCTURES AND PIPINGTO REMAIN, TYPCOORDINATE REMOVAL OF CELLTOWER FACILITY WITH OWNERREMOVE EXISTING PCCSLABS, WALLS, UTILITY STUBS,AND FOUNDATION ELEMENTS,TYP THIS PARCELREMOVE EXISTING ONSITE LIGHTSTRUCTURE AND ELECTRICALCONDUIT & CABLINGREMOVE EXISTING BOLLARDS,FOUNDATIONS, AND CHAIN BARRICADES,TYP EAST AND SOUTH PARCEL LIMITSMATCHLINE SEE SHEET CC-6.01SEE SHEET CC-12.11 FOR SIDE SEWERRE-USE, ABANDONMENT, AND/ORRECONNECTION INFORMATION(TYPICAL 8 LOCS)REMOVE EXISTING ONSITELIGHT STRUCTURE, CONDUIT,AND CABLINGCLEAR EXISTING LAWNAND VEGETATIONPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-6.11.dwg
Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'NOTES:1.SEE SHEET CC-6.01 FOR SITE DEMOLITION NOTES AND LEGEND.SHEET 50 of 58
24+0025+001
2
+
0
0
13+0054+00FG 42.65FG 42.39MATCHLINE SEE SHEET CC-7.11FG 42.50FG 42.85FG 42.48FG 42.50FG 42.31FG 42.39FG 42.65FG 42.70FG 42.87FG 43.11FG 43.15FG 42.40FG 42.300.3%1.6%VARIESUP TO3.0%1.6%424343
4343.5042.501.8%TYPICAL: FOR GRADINGWITHIN THE PUBLIC RIGHTOF WAY REFER TO SHEETSCB-2.01 THROUGH CB-2.5143
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Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'SITE GRADING NOTES:1.ALL GRADING SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECTGEOTECHNICAL REPORT TITLED: “GEOTECH REPORT, PROPOSED BUILDING ADDITIONPROJECT, 1300 BRONSON WAY NORTH, RENTON WASHINGTON” PREPARED BY GEOTECHCONSULTANTS INC., APRIL 26, 2019.2.ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT, GUTTER ELEVATION OR FINISHEDGRADE UNLESS NOTED OTHERWISE.3.TOP ELEVATION FOR ALL CATCH BASINS WITH SOLID COVER SHALL MATCH FINISHGRADE.4.TOP ELEVATION FOR ALL VAULTS SHALL MATCH FINISH GRADE. SLOPE VAULT LIDS ASREQUIRED.5.FOR ADDITIONAL RETAINING WALL SECTION AND PROFILE INFORMATION SEESTRUCTURAL AND ARCHITECTURAL DRAWINGS.6.SLOPES PROVIDED ARE FOR REFERENCE ONLY, MATCH SPOT ELEVATIONS ANDCONTOURS.7.ENVIRONMENTAL REVIEW INFORMATION:A. AREA OF ENTIRE PROPERTY: 65,176 SFB. AREA OF WORK: 65,176 SFC. TOTAL EARTHWORK: CUT=900 CY (1,100 TONS); FILL=0D. EARTHWORK SOURCE / DESTINATION: TBDSHEET 51 of 58
42+0043+0044+0052+0053+0054+00BIO-RETENTION PLANTERMATCHLINE SEE SHEET CC-7.01 SEE SHEET CC-8.01 FOR BIORETENTIONPLANTER SHEET FLOW DRAIN OPENINGLOCATIONS AND PIPE LAYOUTSFG 42.00FG 42.50FG 41.13FG 41.10G 42.57G 42.81G 43.08G 42.655'11.07'
1.5%0.9%G 42.57G 43.00FG 43.80FG 43.90FG 43.80FG 43.15FG 42.19FG 42.24FG 41.92FG 41.48FG 41.38(LOW PT)FG 41.22FG 41.34FG 41.70FG 41.44FG 41.40FG 41.45VARIES
UP TO
8.0%
3.5%0.4%1.4%GENTLE RIDGE
1.1%
0.5%3.1%1.5%2.0%
0.4%0.4%
1.5%1.5%
2.2%
1.5%
VARIES UP
TO 3.5%G 42.48CENTERLINE OF 1-1/2" DEEPPCC RIBBON GUTTER4.3%FG 42.46FG 42.00FG 42.00FG 42.09FG 42.12FG 42.08FG 42.11FG 41.70FG 41.72FG 41.67FG 41.70FG 41.53FG 41.33FG 41.47FG 41.6741424241
43 4241
42
434342.5041.5043.5042.5041.5041.504343.5042.5041.50TC 43.98G 43.48TC 43.45G 42.95CEMENT CONCRETE TRAFFIC CURB,6" HEIGHT PER CITY OF RENTONSTANDARD PLAN 101,SEE SHEET CB-7.01FG 42.96FG 43.0111.85'FG 41.874.3%FG 42.60FG 42.64FOR GRADING WITHIN THE PUBLICRIGHT OF WAY REFER TO SHEETSCB-2.01 THROUGH CB-2.5116.5'11.85'
1.9%
4.3%
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Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'NOTES:1.SEE SHEET CC-7.01 FOR SITE GRADING NOTES.SHEET 52 of 58
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TCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST52+0053+0054+00BIO-RETENTION PLANTERGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGAS SERVICE BYPURVEYOR (PSE)TELECOM CONDUIT COMPLETED ASEARLY WORK (UNDER SEPARATEPERMIT), TYPSEE SHEET CC-8.11 THROUGH CC-8.17FOR ADDITIONAL STORM AND SANITARYSEWER INFORMATION, TYPPROPERTY LINE, TYP1300 BRONSON WAY NORTH NATURALGAS SERVICE AND METER BANK (PSE),SEE ARCH FOR ADDITIONAL INFO1300 BRONSON WAY NORTHELECTRICAL SERVICE (PSE)1300 BRONSON WAY NORTHTELECOM SERVICE (COMCAST)1300 BRONSON WAY NORTHTELECOM SERVICE (CENTURYLINK)TRAFFIC-RATED 467TATELECOM VAULT(COMCAST)TRANSFORMER FOR SERVICETO 1300 BRONSON WAYNORTH (PSE)TRAFFIC RATED 5'x7'ELECTRICAL SERVICE VAULT TO1300 BRONSON WAY NORTH(PSE)TRANSFORMER FOR SERVICE TO1408 BRONSON WAY NORTH(PSE)SEE SHEET CC-8.11 FOR SLOTTEDDRAIN LAYOUT AND DETAILSPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-11.11.dwg
Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'SHEET 53 of 58
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