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VITREOUS CHINALAVATORYPINOIRK-2035-8VITREOUS CHINALAVATORYPINOIRK-2035-8313232
3
232 323233
33CB# 9
CB# 10
CB# 13
CB# 12
CB# 14
CB# 8
CB# 7
CB #6
FC# 2
WQ# 1
CB #7B
P - (4)
SP 10
SP 3
SP 5
SP 8
SP 6
SP 7
SP 9
SP 2
SP 1
TD #1
CB# 11
PROPOSED
MULTIFAMILY
BUILDING
FFE=32.12
FC# 4
WQ# 2
30INLET EL: 31.50
INLET EL: 31.65
5+13
0+001+
0
02+003+004+00
5+00BP: 0+00.00EP: 5+13.46
PI: 0+10.66PI: 1
+
2
2.
0
0
PI: 2+5
2.
7
1
PI: 3+04.80 PI: 4+54.71PI: 4+93.86
SP 11
SP 4
FC# 1
FC# 3
CONNECT TO BUILDING PLUMBING.
SEE MECHANICAL FOR CONTINUATION.
IE: 26.56 8" (SW)
CONNECT TO BUILDING PLUMBING.
SEE MECHANICAL FOR CONTINUATION.
IE: 28.76 8" (N)
RIM: 32.39
RIM: 32.41
RIM: 32.37
32 33STORM
PROFILE
START
STORM PROFILE END
FRENCH DRAIN
IE: 29.00
210 LF FRENCH DRAIN
CB #7A
SP 3AFC #1A
TD #2
CONNECT TO BUILDING PLUMBING. TO COMBINE
WITH PARKING DRAINAGE TO OIL WATER
SEPARATOR.
SP 12
31CB #6
CB #7A
CB #7B
CB# 7
CB# 8
CB# 9
CB# 10
CONCRETE INLET
STD PLAN 200.30
RIM= 31.39
IE= 29.89 (6" DI, W)
TYPE 1
RIM= 31.57
IE= 26.91 (8" CPEP, SW)
48" TYPE 2
RIM= 30.90
IE= 26.10 (24" CPEP, E)
IE= 26.10 (12" CPEP, NE)
54" TYPE 2 CONTROL
STRUCTURE
RIM= 31.69
IE= 29.65 (6" DI, E)
IE= 26.19 (12" CPEP, SW)
IE= 25.69 (36" CMP, NW)
54" TYPE 2
RIM= 33.18
IE= 25.69 (36" CMP, SE)
IE= 25.69 (36" CMP, NW)
54" TYPE 2
RIM= 32.29
IE= 25.69 (36" CMP, SE)
IE= 25.69 (36" CMP, N)
72" TYPE 2
RIM= 31.82
IE= 25.69 (36" CMP, S)
IE= 25.69 (36" CMP, E)
CB# 11
CB# 12
CB# 13
CB# 14
TD #1
TD #2
54" TYPE 2
RIM= 32.53
IE= 27.92 (8" DI, S)
IE= 25.69 (36" CMP, W)
TYPE 1
RIM= 31.11
IE= 28.01 (8" CPEP, E)
TYPE 1
RIM= 31.66
IE= 27.01 (8" CPEP, S)
IE= 27.01 (8" CPEP, W)
TYPE 1
RIM= 32.24
IE= 28.37 (8" DI, N)
IE= 28.37 (8" CPEP, S)
SOUTH TRENCH DRAIN SIDE
OUTLET
RIM= 30.24
IE= 29.37 (8" DI, W)
TRENCH DRAIN NORTH END
IE TRENCH DRAIN:29.80
RIM= 30.32
# #STORM CONNECTIONS
FC #1A
FC# 1
FC# 2
FC# 3
FC# 4
WQ# 1
WQ# 2
IE= 26.86 (8" CPEP, NE)
IE= 26.19 (8" CPEP, NE)
IE= 26.86 (8" CPEP, NE)
IE= 26.86 (8" CPEP, N)
IE= 26.86 (8" CPEP, S)
IE= 28.65 (8" CPEP, SW)
IE= 28.51 (8" CPEP, N)
SP 1
SP 2
SP 3
SP 3A
SP 4
SP 5
SP 6
SP 7
SP 8
SP 9
SP 10
SP 11
SP 12
63 LF 24" CPEP @ 0.40%
9 LF 12" CPEP @ 1.00%
11 LF 6" DI @ 2.25%
2 LF 8" CPEP @ 2.00%
37 LF 8" CPEP @ 1.00%
14 LF 8" CPEP @ 13.01%
26 LF 8" CPEP @ 3.84%
8 LF 8" CPEP @ 2.00%
39 LF 8" CPEP @ 4.28%
39 LF 8" DI @ 1.14%
86 LF 8" DI @ 1.12%
20 LF 8" CPEP @ 2.00%
20 LF 8" DI @ 1.00%
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4200WATERSHED APARTMENTS
CIVIL CONSTRUCTION PERMITWATERSHED APARTMENTSbelow.Know what'sCallbefore you dig.
R
Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
T A C O M A
2215 North 30th Street, Suite 300, Tacoma, WA 98403253.383.2422TEL
S E A T T L E
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101206.267.2425TEL C21005115 LUA21-000239PR21-000258WATERSHED APARTMENTSSTORM DRAINAGE MANHOLE - TYPE 2
CATCH BASIN - TYPE I
STORM DRAINAGE CLEANOUT
DOWNSPOUT CONNECTION
ACCESS RISER
STORM DRAINAGE PIPING
ROOF DRAIN PIPING
FOOTING DRAIN
FRENCH DRAIN
TRENCH DRAIN
DS
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
440 LF 3-FOOT DIAMETER
CMP DETENTION TANK
BOTTOM EL=25.69
DESIGN SURFACE ELEVATION=28.19
VOLUME AT RISER=2,626 CF
WQ #1 BIOPOD SURFACE WATER QUALITY SYSTEM, WITH
CURB INLET.
WQ #2 BIOPOD SURFACE WATER QUALITY SYSTEM, WITH
CURB INLET.
PROPOSED SEWER, GAS, AND WATER PER UTILITY PLAN,
SHEET C6.00.
1
2
3
# #STORM PIPE TABLE
# #STORM STRUCTURE TABLE
2
1
3
3
3
PROPOSED
CIP WALL WITH
GUARDRAIL
KEY NOTES
LEGEND
3
3
1.BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT COVEY STORMWATER,
SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS, DOWNSPOUTS, ROOF DRAINS AND PIPES. ANY
GALVANIZED MATERIALS SHALL HAVE AN INERT, NON-LEACHALBE FINISH, SUCH AS BAKED
ENAMEL, FLUOROCARBON PAINT (SUCH AS KYNAR OR HYLAR), FACTORY-APPLIED EPOXY, PURE
ALUMINUM, OR ASPHALT COATING. ACRYLIC PAINT, POLYESTER PAINT, FIELD-APPLIED, AND PART
ZINC (SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE.
2.BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF
ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF
EXISTING UTILITIES. IN THE EVEN T OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED
ON THESE PLANS, CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER.
3.CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM AND ROOF DRAIN TRENCH
SECTION DETAIL UNLESS NOTED OTHERWISE.
4.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS.
5.REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF RAIN LEADERS.
6.ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BE GROUTED TO ASSURE
CONNECTION AT STRUCTURE IS WATERTIGHT.
7.ROOF AND FOOTING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGS FOR CLARITY AND ARE TO
BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. ALL STORM DRAINAGE AND ROOF
DRAIN LINE CLEANOUTS SHALL COMPLY WITH THE CLEANOUT DETAIL.
8.ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF THE FRAME IS AT
THE FACE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE).
9.ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE.
10.ALL ROOF DRAINS SHALL BE 8"Ø WITH A MINIMUM SLOPE OF 1.00% AND MINIMUM COVER OF 3'
UNLESS NOTED OTHERWISE. PIPE MATERIAL SHALL BE PVC SDR35 UNLESS NOTED OTHERWISE.
11.ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48" UNLESS NOTED OTHERWISE.
12.ALL STRUCTURE GRATES SHALL BE LOCKING AND SHALL CONFORM TO THE FOLLOWING UNLESS
NOTED OTHERWISE:
12.1.VANED - WSDOT STANDARD PLAN B-30.30-01 FOR STRUCTURES IN THE STREET OR PARKING
AREAS.
12.2.ADA - TWS OLYMPIC FOUNDARY FOR ALL LAWN AND PEDESTRIAN AREAS.
12.3.SOLID - WSDOT STANDARD PLANS B-30.20-02 AND B-30.70-03 WHERE NOTED
12.4.BEEHIVE -OLYMPIC FOUNDRY PART NO. SM60BH OR APPROVED EQUIVALENT WHERE NOTED.
STORM DRAINAGE NOTES:
1
C5.10
1
C5.10
1
C5.10
4
C5.10
2
C5.20
1
C5.20
1
C5.30
3
C5.20
4
C5.20
2
C5.10
FOR CITY OF RENTON STANDARD NOTES
SEE SHEET C5.40.
5
C5.20
IE= 27.18 (6" PERF, E)
DRAINAGE CONTROL PLAN
2
C5.30
R-420013
02/15/2023
DEVELOPMENT ENGINEERING
JChavez 03/06/2023
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VITREOUS CHINALAVATORYPINOIRK-2035-8
VITREOUS CHINALAVATORYPINOIRK-2035-8
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W-1
W-2A 313232
3232
323233
33PROPOSED
MULTIFAMILY
BUILDING
FFE=32.08
SSCO #3
2
7
1
EXISTING 18" WATER
9
6
PROPOSED ROW
DEDICATION LINE
10+69
5+006
+0
07+008+00
9+00 10+00 EP: 10+68.73PI: 6
+
4
4.
7
0
PI: 7+71.77 PI
:
8+12
.97PI: 9+58.88PI: 8+81.29PI: 5+03.00
PI: 5+35.31
HORIZONTAL DEFLECTIONS AS NECESSARY
PER HALF MANUFACTURERS RECOMMENDATIONS
8
2
PROFILE 1 START
N 175874.54
E 1300625.99
PROFILE 2 END
N 176127.86
E 1300805.11
15.00' WATER
EASEMENT
4" WATER METER VAULT
STA:9+08.47, 15.88' RT
DETECTOR DOUBLE CHECK
VALVE ASSEMBLY (DDCVA)
STA:9+01.47, 16.50' RT
FIRE HYDRANT ASSEMBLY
STA:7+87.02, 34.47' LT
FIRE DEPARTMENT
CONNECTION (FDC)
STA:7+89.12, 40.72' LT
101LF 6" DIP CL 52
53LF 6" DIP CL 52
12LF 6" DIP CL 52
12LF 6" DIP CL 52
POST INDICATOR VALVE (PIV)
STA:8+86.74, 29.26' RT
34LF 6" DIP CL 52
8" X 6" TEE
IE: 25.06 8" (NW)
IE: 25.06 8" (SE)
IE: 25.14 6" (NE)
3
3
TRANSFORMER PAD
SEE ELECTRICAL PLAN
SSCO #1
6
5
10
W-2
W-3
W-5W-4
W-6
W-7
W-8
127LF 10
"
D
IP
CL
52
15LF 10" DIP CL 52
26LF 10" DIP CL 52
88LF 10" DIP CL 52
7LF 10" DIP CL 52
24LF 6" DIP CL 52
7.50'
15.00'
11 12
7.50'
EXISTING WATER
SERVICE TO BE
RETIRED
(SEE DEMO PLAN).
15' WATER EASEMENT
13
W-10
W-11 1" DCVA
SEE LANDSCAPING
SHEET L 3.0
CRANE FOUNDATION
PER STRUCTURAL
7.50'
10.00'
10.00'
BUILDING
OVERHANG
W-9
10LF 6" DIP CL 52
1 LF 6" PVC @ 2.00%
SSCO #1A
CONNECT TO BUILDING (SEE MECHANICAL FOR CONTINUATION)
IE: 25.17 8" (SW)
SSCO #2
84 LF
8
"
P
V
C
@
2.
0
0
%
3LF 10" DIP CL 52
40LF 10" DIP CL 52
84LF 10" DIP CL 52 (RJ)
30LF 6" DIP CL 52
W-12
28LF 3" DIP CL 52
31LF 10" DIP CL 52
W-2B
15.23'
TRANSFORMER ENCLOSURE PER
ARCHITECTURAL DETAILS 31LF 10" DIP CL 52
10
9LF
1
0
"
D
IP
C
L
52
5
WATER STRUCTURE
TABLE
W #
W-1
W-2
W-2A
W-2B
W-3
W-4
W-5
W-6
W-7
W-8
W-9
W-10
W-11
W-12
STATION
DESCRIPTION
STA: 5+00.00, 0.00'
CONNECT TO EXISTING WATER MAIN
(BY CITY FORCES) PER COR STD PLAN
300.1
1 - 18" X 10" TAPPING TEE (MJ X FL)
1 - 10" TAPPING GATE VALVE (FL X MJ)
1 - THRUST BLOCK
STA: 6+44.70, 0.00'
1 - 10" 11.25° BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 5+03.00, 0.00'
1 - 10" 22.5° BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 5+35.31, 0.00'
1 - 10" 45° BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 7+71.77, 0.00'
1 - 10" 90° BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 7+87.02, 0.00'
1 - 10" X 6" TEE (FL X FL)
1 - 6" GATE VALVE (FL X MJ)
1 - 10" GATE VALVE (FL X MJ)
1 - 10" ADAPTER (FL X MJ)
1 - THRUST BLOCK
STA: 8+12.97, 0.00'
1- 10" 11.25° BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 9+01.47, 0.00' LT
1 - 10" X 6" TEE (FL X FL)
1 - 6" GATE VALVE (F L X MJ)
1 - 10" GATE VALVE (F LX MJ)
1 - 10" FL X MJ ADAPTER
1 - THRUST BLOCK
STA: 9+08.47, 0.00' RT
1 - 10" X 6" TEE (FL XFL)
1 - 6" GATE VALVE (F L X MJ)
1 - 10" GATE VALVE (F L X MJ)
1 - 10" FL X MJ ADAPTER
1 - THRUST BLOCK
STA: 10+63.73, 0.00' RT
CONNECT TO EXISTING WATER MAIN
CUT IN TEE (BY CITY FORCES) PER COR
STD PLAN 300.4
1 - 12" X 10" TEE (FL X FL)
1 - 10" GATE VALVE (FL X MJ)
2 - 12" GATE VALVE (FL X MJ)
2 - 12" SOLID SLEEVES (MJ)
1 - 10" SOLID SLEEVE (MJ)
1 - THRUST BLOCK
STA: 5+00.10, -9.74' LT
CONNECT TO EXISTING WATERMAIN
BY CITY FORCES PER STD PLAN 300.1
1 - 18” X 6” TAPPING TEE (MJ X FL)
1 - 6” TAPPING GATE VALVE (FL X MJ)
1 - THRUST BLOCK
STA: 9+08.47, 12.00' RT
1 - 6" X 4" REDUCER (MJ X FL)
STA: 9+08.47, 19.75' RT
1 - 6" X 4" REDUCER (MJ X FL)
STA: 10+24.63, 0.00'
1 - 3" WET TAP PER COR STD PLAN 300.1
1 - THRUST BLOCK
SEWER CLEANOUT TABLE
STRUCTURE NAME
SSCO #1
SSCO #1A
SSCO #2
SSCO #3
STRUCTURE DETAILS
RIM = 31.73
IE = 24.74 (8" NW)
IE = 24.74 (8" SW)
RIM = 31.67
IE = 24.45 (8" NE)
IE = 24.45 (8" SW)
RIM = 31.90
IE = 25.17 (6" SW)
RIM = 31.94
IE = 25.14 (8" NE)
IE = 25.14 (8" SE)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4200WATERSHED APARTMENTS
CIVIL CONSTRUCTION PERMITWATERSHED APARTMENTSbelow.Know what'sCallbefore you dig.
R
Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
T A C O M A
2215 North 30th Street, Suite 300, Tacoma, WA 98403253.383.2422TEL
S E A T T L E
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101206.267.2425TEL C21005115 LUA21-000239PR21-000258WATERSHED APARTMENTSGRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
KEYNOTES
PROPOSED HYDRANT ASSEMBLY PER COR
STD PLN. 310.1.
CONNECT TO WATER MAIN WITH CUT-IN TEE
AND THREE VALVES, PER STD PLAN 300.4.
CONNECT TO WATER MAIN WITH A 10" x 6" FL
x FL TEE.
CONNECT TO EXISTING MANHOLE,
RECHANNELIZE STRUCTURE, SEE DETAIL
5/C6.8.
CONNECT TO BUILDING PLUMBING, SEE
MECHANICAL PLAN FOR CONTINUATION.
SEE DRAINAGE PLAN FOR DRAINAGE DESIGN.
UNDERGROUND POWER, SEE ELECTRICAL
PLAN FOR DETAILS
GAS SERVICE.
FIRE SPRINKLER SERVICE
4-INCH DOMESTIC SERVICE
LOCATION OF 18” WATER MAIN ON S GRADY
WAY SHALL BE FIELD VERIFIED BY
CONTRACTOR DURING CONSTRUCTION. IF
LOCATION DIFFERS FROM SURVEYED
LOCATION, CONTRACTOR MUST NOTIFY THE
CITY AND SUBMIT A DESIGN REVISION PRIOR
TO CONNECTING TO THE EXISTING WATER
MAIN.
PROVIDE VERTICAL CROSS FOR POLYPIG
STATION FOR CLEANING OF WATER MAINS
PER STD. PLAN 300.6
1" IRRIGATION METER
CONCRETE ENCASEMENT ON SEWER
PIPE. LENGTH OF SEWER PIPE TO BE
CENTERED AT POINT OF CROSSING SO THAT
JOINTS ARE AS FAR AS POSSIBLE FROM THE
WATER LINE.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
LEGEND:
RIGHT-OF-WAY/PROPERTY LINE
CENTERLINE
GAS PIPE
SANITARY PIPE
WATER PIPE
FIRE SERVICE PIPING
FIRE HYDRANT
METER AS NOTED
GATE VALVE
THRUST BLOCKING PER STD PLANS 330.1
AND 330.2.
FITTINGS AS NOTED
PIV
FDC
SANITARY SEWER CLEANOUT
1
C6.20
1
C6.20
1
C6.20
2
C6.30
1
C6.30
2
C6.80
5
C6.80
5
C6.80
2
C6.70
1
C6.70
1
C6.60
2
C6.40
1
C6.50
1
C6.40
2
C6.40
3
C6.80
3
C6.40
2
C6.50
2
C6.40
3-FOOT DIAMETER
CMP DETENTION TANK
5.4'
ROW DEDICATION
5.0' ROW
DEDICATION
EXISTING
ROW LINE
PROPOSED
ROW DEDICATION
LINE
EXISTING 12" WATER
EXISTING
HYDRANT
PROFILE 1 END
PROFILE 2 START
UTILITY PLAN
SEWER PROFILE START
SEWER PROFILE END
W-420001
S-420001WTRP-27-4200NOTES
1. MAXIMUM ALLOWABLE
DEFLECTION AT EACH JOINT SHALL
NOT EXCEED ONE-HALF THE
MANUFACTURER'S SPECIFICATION
FOR SIZE OF PIPE USED.
2. ALL WATER FITTINGS AND
VALVES WITH MECHANICAL JOINT
(MJ) END(S) SHALL HAVE A
WEDGE-TYPE RETAINER GLAND
EQUAL TO MEGALUG SERIES 1100.
3. CONCRETE THRUST BLOCKS ARE
REQUIRED ON ALL FITTINGS PER
COR STD PLANS 330.2 AND 330.3.
4. WHERE NEW WATER MAIN
CROSS A NON-POTABLE PIPE, ONE
FULL LENGTH OF WATER PIPE
SHALL BE USED WITH THE PIPE
CENTERED FOR MAXIMUM JOINT
SEPARATION.
5. WATER MAIN TO BE
CONSTRUCTED FOLLOWING
GEO-PIER INSTALLATION.
CONDITION OF APPROVAL:
HOLD HARMLESS AGREEMENT
FOR THE WATER MAIN UNDER
THE BUILDING FOUNDATION MUST
BE EXECUTED AND IN-PLACE
PRIOR TO FINAL OCCUPANCY.
02/15/2023
DEVELOPMENT ENGINEERING
JChavez 03/06/2023
-1.5%1:12 MAX
-2.1%
8.0'
PROPOSED
AMENITY
STRIP
ROW DEDICATION
VARIES PER PLAN ℄SOUTH GRADY WAY40.8'
46.2'
EXISTING ROW
LINE
PROPOSED
ROW LINE
PROPOSED
BUILDING EDGE
CURB AND GUTTER
PER COR STD PLAN
103
EXISTING GRADE
9.0'
CEMENT CONCRETE SIDEWALK
PER COR STD PLAN 102.
SURFACING
PER
LANDSCAPING
EXISTING ASPHALT TO REMAIN
EXISTING SUBGRADE TO REMAIN
2-INCH GRIND AND OVERLAY
HMA CL 12" PG 64-22
2-INCH OVERLAY
HMA CL 12" PG 64-22
NO GRIND AT FULL DEPTH HMA
℄WILLIAMS AVENUE SOUTHEXISTING ROW
LINE
PROPOSED
ROW LINE
5.0'
ROW DEDICATION
PROPOSED
BUILDING EDGE
12.0' CEMENT CONCRETE SIDEWALK
PER COR STD PLAN 102.
CURB AND GUTTER
PER COR STD PLAN
103 EXISTING GRADE
PROPOSED GRADE
30.0'
35.0'
-3.3%
SURFACING
PER
LANDSCAPING 1.0'
EXISTING SUBGRADE TO REMAIN
2-INCH GRIND AND OVERLAY, HMA CL 1
2" PG 64-22
EXISTING SUBGRADE TO REMAIN
2" OVERLAY
HMA CL 1
2" PG
64-22
NO GRIND AT FULL DEPTH HMA
FG: 31.07
TC:30.47
FL: 30.47
TC:30.92
FL: 30.42TC:30.97
FL: 30.47
TC:30.76
FL: 30.26
TC:30.71
FL: 30.21
TC:30.42
FL: 30.42
TC:30.26
FL: 30.26
TC:30.21
FL: 30.21
FG: 31.11 FG: 31.04
FG: 31.00
FG: 31.00
FG: 31.07
FG: 30.47
FG: 30.90
FG: 30.85
FG: 30.85
FG: 30.85
FG: 30.81
FG: 30.81
FG: 30.225.0'
5.0'
13.7'
0.0'
0.0'
11.9'
1.50%1.00%1.00%8.08%7.77%0.95%0.97%
1.
1
4%
0.
9
9%
7.
4
0%
7.
3
1%
0.97%
CURB RAMP CL
STA:12+93.68, 28.60' LT
CURB RAMP CL
STA:20+36.24, 14.44' LT
EX CB# 1
FG: 31.08
DETECTABLE WARNING SURFACE PER WSDOT F-45.10-03 (TYP)
PERPEDICULAR RAMP PER
WSDOT STD PLAN F-40.15-04
PERPENDICULAR
CURB RAMP
PER WSDOT STD
PLAN F-40.15-04
BC: 30.63
BC: 30.51
1.00%0.00%1.25%
1.
5
4%
7.04%
4.0'
13.0'
11.2'
EG: 30.48
EG: 31.58
EG: 29.68
PARALLEL RAMP PER WSDOT
STD PLAN F-40.12-03
CURB RAMP CL
STA:20+77.22, 30.78' RT
EG: 31.19
TC: 30.51
TC: 30.69
BC: 30.69
R5.5'
R5.0'
TC: 31.55
BC: 31.22
TC: 31.61
BC: 31.28
BC: 30.69
TC: 31.16
1.8
7
%
TC: 30.81
BC: 30.56
TC: 31.01
4.0'
TC: 30.57
BC: 30.07
TC: 30.16
BC: 29.66
TC: 31.71
BC: 31.51
FG: 31.57
EG: 31.52 EG: 31.61
EG: 31.85
EG: 31.79
7.19%
0+460+001.44%BC: 31.32
EG: 31.86
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4200WATERSHED APARTMENTS
CIVIL CONSTRUCTION PERMITWATERSHED APARTMENTSbelow.Know what'sCallbefore you dig.
R
Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
T A C O M A
2215 North 30th Street, Suite 300, Tacoma, WA 98403253.383.2422TEL
S E A T T L E
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101206.267.2425TEL C21005115 LUA21-000239PR21-000258WATERSHED APARTMENTS1 SCALE: 1"=5' H
SOUTH GRADY WAY SECTION 2 SCALE: 1"=5'H
WILLIAMS AVENUE SOUTH SECTION
HMA CL 1
2" PG 64-22, MATCH EXISTING THICKNESS,
NO LESS THAN 6-INCHES (TOTAL DEPTH, INCLUDING OVERLAY
6-INCHES CRUSHED SURFACING TOP COURSE.
PAVEMENT SECTION PER STD PLAN 110.1.
HMA CL 12" PG 64-22, MATCH EXISTING THICKNESS,
NO LESS THAN 6-INCHES. 6-INCHES CRUSHED
SURFACING TOP COURSE.
PAVEMENT SECTION PER STD PLAN 110.1.
3 SCALE 1" = 5'
CURB RAMP ENLARGEMENT
STREET SECTIONS & CURB RAMP ENLARGEMENTS
R-420020
2
C7.50
4 NOT TO SCALE
CURB RAMP ENLARGEMENT (EAST)
2
C7.50
CONDITION OF APPROVAL:
SIDEWALK ALONG WILLIAMS AVE S SHALL MEET THE CITY OF RENTON
DOWNTOWN STREETSCAPE DESIGN STANDARDS AND GUIDELINES.
02/15/2023
DEVELOPMENT ENGINEERING
JChavez 03/06/2023