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VITREOUS CHINALAVATORYPINOIRK-2035-8VITREOUS CHINALAVATORYPINOIRK-2035-8313232323232
3233
33CB# 9
CB# 10
CB# 13
CB# 12
CB# 14
CB# 8
CB# 7
CB #6
FC# 2
WQ# 1
EX CB #5
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 #7B
CB #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= 31.64
IE= 26.13 (24" PIPE, W)
IE= 26.13 (12" CPEP, N)
54" TYPE 2 CONTROL
STRUCTURE
RIM= 31.69
IE= 29.65 (6" DI, E)
IE= 26.19 (12" CPEP, S)
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
EX CB
#5
TD #1
TD #2
54" TYPE 2
RIM= 32.47
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= 32.22
IE= 28.37 (8" DI, N)
IE= 28.37 (8" CPEP, S)
EXISTING TYPE 2
RIM= 30.90
IE= 26.10 (24" PIPE, E)
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
23 LF 24" CPEP @ 0.92%
6 LF 12" CPEP @ 1.09%
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%
9 LF 8" PVC @ 14.00%
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4200WATERSHED APARTMENTS
CONSTRUCTION DRAFT SETWATERSHED 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
47 LF 24" CPEP @ 0.13%
9
5
0.73%
6" PVC
40
31.43
29.63 (8" PVC, W)
31.62
26.62
31.58
26.15
26.19
*RISER NOT INSTALLED
31.56
28.37 (8" PVC, E)
25.38
33.14
25.43
25.54
32.20
25.48
25.64
31.74
25.40
25.86
32.39
27.95
25.56
31.07
27.92
31.73
27.73
27.73
28.58 (4" PVC,
SE)
32.18
28.39 (8" CPEP, N)
28.41
30.36
29.56
29.63
30.43
31.51
31.46
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN
PREPARED BASED ON INFORMATION
SUBMITTED, IN PART, BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY,
OR ERROR OR OMISSIONS WHICH MAY HAVE
BEEN INCORPORATED INTO THIS DOCUMENT AS
A RESULT. THOSE RELYING ON THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
BEFORE APPLYING IT FOR ANY PURPOSE.
03/26/2024
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