HomeMy WebLinkAboutWater Revision 1.pdfJ
J
UP
UP
1'-2"5'-3 3/8"172'-2 1/8"54'-11 7/
8"
4'-0"313232 3232323233
33CB# 9
CB# 10
CB# 13
CB# 12
CB# 14
CB# 8
CB# 7
TD #3
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+00
1+
002+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
TD #4
31CB #7A
CB #7B
CB# 7
CB# 8
CB# 9
CB# 10
CB# 11
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= 28.71 (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)
54" TYPE 2
RIM= 32.53
IE= 27.92 (8" DI, S)
IE= 25.69 (36" CMP, W)
CB# 12
CB# 13
CB# 14
TD #1
TD #2
TD #3
TD #4
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
TRENCH DRAIN WEST END
BOTTOM OUTLET
CONNECTION
TRENCH EL:30.78
RIM= 31.39
IE= 29.78 (6" DI, W)
TRENCH DRAIN EAST END
IE TRENCH DRAIN:30.99
RIM= 31.51
# #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 @ 10.00%
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%
38 LF 8" CPEP @ 4.29%
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
07/26/2022
DEVELOPMENT ENGINEERING
JChavez 07/27/2022
20
25
30
35
20
25
30
35
FG 31.730+50FG 32.06FG 32.601+00FG 33.18FG 33.151+50FG 32.84FG 32.542+00FG 32.18FG 31.962+50FG 32.27FG 32.393+00FG 32.04FG 32.833+50FG 32.71FG 32.254+00FG 32.01FG 32.104+50FG 32.46FG 32.385+00FG 32.303.04'
3.18'3.21'
3.25'
2.00' LIVE STORAGE
0.50' DEAD STORAGE
0.50' FREEBOARD
PROPOSED GRADE AT
STORM CENTERLINE EXISTING GRADE AT STORM CENTERLINE
EXISTING GRADE AT STORM CENTER
PROPOSED GRADE AT STORM CENTER
PROPOSED WATER MAIN
1.57'
DESIGN WATER
SURFACE EL: 28.19
CB# 7
FLOW CONTROL STRUCTURE
CB# 8 CB# 9
CB# 10 CB# 11
CB# 14
BOTTOM OF
3-FOOT
TANK: 25.69
FC# 1 FC# 2 FC# 3 FC# 4
111 LF 36" CMP 131 LF 36" CMP
150 LF 36" CMP
52 LF 36" CMP
CONNECT TO BUILDING
PLUMBING
FC# 1A
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 APARTMENTS8" OUTLET2' MIN. CLEARANCE TO
ANY PORTION OF
VERTICAL RISER,
ELBOWS, OR SHEAR
GATE 36"COVER6"MIN.36"Ø CMP
STANDARD MANHOLE
STEPS @ 12" O.C. (TYP.)
SEE DRAINAGE CONTROL PLAN
FOR RIM ELEVATIONS STANDARD LOCKING
MH. FRAME & LID
36" INLET8" INLET DETENTION TANK
DETENTION TANK
NOTES:
1. USE ADJUSTING BLOCKS AS REQUIRED TO BRING FRAME TO GRADE.
2. ALL MATERIALS TO BE ALUMINUM OR GALVANIZED AND ASPHALT COATED
(TREATMENT 1 OR BETTER).
3. MUST BE LOCATED FOR ACCESS BY MAINTENANCE VEHICLES.
4. THE MAXIMUM DEPTH FROM FINISHED GRADE TO TANK INVERT SHALL BE 20
FEET.
5. ACCESS OPENINGS SHALL BE POSITIONED A MAXIMUM OF 50 FEET FROM ANY
LOCATION WITHIN THE TANK.
6. ALL TANK ACCESS OPENINGS SHALL HAVE ROUND, SOLID LOCKING LIDS WITH
5/8 INCH DIAMETER ALLEN HEAD CAP SCREWS.
7. THIRTY-SIX INCH MINIMUM DIAMETER CMP RISER-TYPE MANHOLES OF THE
SAME GAGE AS THE TANK MATERIAL MAY BE USED FOR ACCESS ALONG THE
LENGTH OF THE TANK.
8. THE TOP SLAB IS SEPARATED (1 INCH MINIMUM GAP) FROM THE TOP OF THE
RISER TO ALLOW FOR DEFLECTIONS FROM VEHICLE LOADINGS WITHOUT
DAMAGING TANK.
9. ALL TANK ACCESS OPENINGS MUST BE READILY ACCESSIBLE BY MAINTENANCE
VEHICLES.
10. TANKS MUST COMPLY WITH THE OSHA CONFINED SPACE REQUIREMENTS,
WHICH INCLUDES CLEARLY MARKING ENTRANCES TO CONFINED SPACE AREAS.
THIS MAY BE ACCOMPLISHED BY HANGING A REMOVABLE SIGN IN THE ACCESS
RISER(S), JUST UNDER THE ACCESS LID.
24"MAX.
36"
6"
PLAN VIEW
STANDARD 60" CONCRETE
TOP SLAB
STANDARD LOCKING
MH. FRAME & COVER
36" CMP
RISER
STANDARD 60" CONCRETE
TOP SLAB
COMPACTED PIPE
BEDDING (TYP)
WELD OR BOLT
STANDARD MH. STEPS
12" O.C.
FRAME LOCKING LID
(MARKED "DRAIN")
MOUNTED OVER 24" DIA.
ECCENTRIC OPENING
MAINTAIN 1" GAP BETWEEN
BOTTOM OF SLAB & TOP OF RISER
- PROVIDE PLIABLE GASKET TO
EXCLUDE DIRT
RISER, 36" DIA. MIN., SAME
MATERIAL & GAGE AS
TANK WELDED OR FUSED
TO TANK
ACCESS RISER (TYP.)
NOT TO SCALE
SECTION
OUTLET
IE: 26.19 12" CPEP
54" TYPE 2 CATCH BASIN
ROUND SOLID COVER, WITH
INVERTED FRAME MARKED
"DRAIN" WITH LOCKING
BOLTS.
MAX. W.S. = 28.19
18-INCH FLOW CONTROL RISER
0.5'
2.0' LIVE
STORAGE
0.5' DEAD
STORAGE
2.0' MIN
2.0' MIN
SHEAR GATE
PRIMARY OVERFLOW ROUTE
ELEV=28.19
IE: 25.69 (36" CMP)
NOTES:
1.PIPE SLOPES PER PLANS.
2.PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME
MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY
5/8" DIA. STAINLESS STEEL EXPANSION BOLTS OR
EMBEDDED 2" IN WALL. (SUPPORT BRACKETS SHALL BE
3" x 0.090 GAGE)
3.THE RESTRICTOR SHALL BE FABRICATED FROM .060"
ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064"
GALVANIZED STEEL PIPE; IN ACCORDANCE WITH
AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED
STEEL SHALL HAVE TREATMENT I.
4.OUTLET SHALL BE CONNECTED TO CULVERT OR
SEWER PIPE WITH A STANDARD COUPLING BAND FOR
CORRUGATED METAL PIPE, OR GROUTED INTO THE
BELL OF CONCRETE PIPE.
5.THE VERTICAL RISER STEM OF THE RESTRICTOR /
SEPARATOR SHALL BE 18" MIN. DIA.
6.FRAME AND LADDER OR STEPS OFFSET SO THAT:
A.CLEANOUT GATE IS VISIBLE FROM TOP.
B.CLIMB DOWN SPACE IS CLEAR OF RISER AND
CLEANOUT GATE.
C.FRAME IS CLEAR OF CURB.
7.IF METAL OUTLET PIPE CONNECTS TO CEMENT
CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D.
EQUAL TO CONCRETE PIPE I.D. LESS I/4".
8.MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN
OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER
CLEARANCE.
9.ALL METAL PARTS SHALL BE CORROSION RESISTANT.
ELEV. = 24.19
WELDED PLATE WITH
ORIFICE Ø = 2 5
8"
COUPLING BAND
RECTANGULAR WEIR
BOTTOM EL: 27.62
FRAME AND LADDER OR STEPS OFFSET. SEE NOTE 6.
2.5"
COUPLING BAND
1 NOT TO SCALE
STORM PROFILE
4 NOT TO SCALE
ACCESS RISERS
2 NOT TO SCALE
CONTROL STRUCTURE
2
C5.10
4
C5.10
VARIABLE LENGTH.
1" ROD OR TUBING,
HOOK WITH LOCK SCREW.
ADJUSTABLE LOCK
LOCK PIN.
HANDLE WITH
FRONT
LEVEL LINE
LIFT HANDLE
MAXIMUM OPENING
OF GATE
LIFT HANDLE SIDE
SEE NOTE 5LEVEL LINENOTES:
1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a
2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED.
3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS.
4. LIFT ROD: HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO
FRAME OR UPPER HANDHOLD.
5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER
DEVICE.
6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE.
7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT.
8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM. STAINLESS STEEL.
9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE
MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE
CONNECTION.
SIX EVENLY SPACED HOLES ON 10
3/8" BOLT CIRCLE FOR BOLTING
TO FLANGE CONNECTION.
LIFT HANDLE SHALL BE
ATTACHED TO SHEAR GATE.
3 NOT TO SCALE
SHEAR GATE
3
C5.10
FRAME AND LADDER OR
STEPS OFFSET. SEE NOTE 6
FLOW CONTROL DETAILS
R-420014
GRAVEL BACKFILL FOR PIPE ZONE
BEDDING PER W.S.D.O.T.
9-03.12(3), 95% COMPACTION.
IF SUBGRADE DOES NOT MEET
COMPACTION REQUIREMENTS FOR
SUPPORT OF THE UTILITY, OVER
EXCAVATE TO PROVIDE A MINIMUM OF
12-INCHES OF QUARRY SPALLS PLACED
OVER A GEOTEXTILE SUCH AS MIRAFI
500X OR EQUIVALENT APPROVED BY THE
GEOTECHNICAL ENGINEER.
07/26/2022
DEVELOPMENT ENGINEERING
JChavez 07/27/2022
UP
UP
64'-8
1
/
4"
17'-9
1/
4"
25'-6"
21'-5"
63'-8 1/4"1'-2"42'-11"20'-9 1/4"5'-3 3/8"172'-2 1/8"58'-10 1/2"45'-0"192'-7 1/4"46'-4 3/4"53'-7 1/4"67'-9 3/4"20'-0"60'-1 1/4"54'-11 7/
8"
69'-1
1 1/
8"
38'-6
7/8"
3'-6"
4'-0"
108'-
6"12'-6"11'-0 1/4"
69'-1
1 1/
8"
J
J
W-1
W-2A 313232 323
2
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+92.38, 25.78' 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 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'
ENCLOSURE SHALL BE
WOODEN FENCING, PER
DETAIL 8 ON SHEET L1.2
31LF 10" DIP CL 52
1
0
9LF
10
"
D
IP
C
L
5
2
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 WITH CUT IN TEE & ONE
VALVE PER STD PLAN 300.1
1 - 18” X 6” TEE (FL X FL)
2 - 18” ADAPTERS (FL X MJ)
1 - 6” 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.
07/26/2022
DEVELOPMENT ENGINEERING
JChavez 07/27/2022
20
25
30
35
20
25
30
35
8" STORM** BOT 28.12
8" STORM** TOP 27.00
24" CPEP STORM TOP 28.23
FG 31.465+50FG 31.77FG 31.926+00FG 32.54FG 33.206+50FG 33.08FG 32.717+00FG 32.35FG 31.947+50FG 31.84FG 32.06DEFLECTIONS AS NECESSARY, PER HALF MANUFACTURERS RECOMMENDATIONS TO PROVIDE
MINIMUM 2.0' OF COVER AND MAXIMUM 5.0' OF COVER
3.12'
PROPOSED ROW DEDICATION
1.5' MIN
15 LF 10" DIP CL 52
1.5' MIN
*P(UG) - APPROXIMATE EXISTING UNDERGROUND POWER
PROPOSED GRADE
AT WATER ℄EXISTING GRADE
AT WATER ℄
STA: 7+71.77
1 - 10" 90° BEND (MJ x MJ)
1 - THRUST BLOCK
18 LF 10" DIP CL 52
127 LF 10" DIP CL
5
2
VB #1
VB #2
STA: 5+00.00
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
2.28'
4 LF 10" DIP CL 52
STA: 6+44.70
1 - 10" 11.25° BEND (MJ x MJ)
1 - THRUST BLOCK
127 LF 10" DIP CL
5
2
STA: 7+87.02
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
PROPOSED SEWER
14 LF 10" DIP CL 52
STA: 5+03.00
1 - 10" 22.5° BEND (MJ x MJ)
1 - THRUST BLOCK
STA: 5+35.31
1 - 10" 45° BEND (MJ x MJ)
1 - THRUST BLOCK
6" DI STORM BOT 29.49
ETHAFOAM PAD
20
25
30
35
20
25
30
35
18" STORM BOT 27.09
FG 32.048+50FG 31.79FG 31.729+00FG 32.09FG 32.459+50FG 31.68FG 30.7810+00FG 30.41FG 30.1110+50FG FG1.51'
5.67'
DEFLECTIONS AS NECESSARY, PER HALF MANUFACTURERS RECOMMENDATIONS TO PROVIDE
MINIMUM 3.0' OF COVER AND MAXIMUM 6.0' OF COVER
5.14'
1.5' MIN
5.04'
PROPOSED ROW DEDICATION
APPROX. LOCATION
OF EXISTING GAS
PROPOSED
STORM**
PROPOSED
FIRE
PIPE
1.61'
PROPOSED STORM**
EXISTING
GRADE AT
WATER ℄
PROPOSED
GRADE AT
WATER ℄
PROPOSED
GRADE
AT WATER ℄
EXISTING GRADE
AT WATER ℄
STA: 9+01.47
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
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: 8+12.97
1- 10" 11.25° BEND (MJ x MJ)
1 - THRUST BLOCK
1.50'
7 LF 10" DIP CL 52
STA: 10+63.73
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
INSTALL 84 LF OF 10" D.I.
RESTRAINED JOINT WATER MAIN
INSIDE OF 20-INCH STEEL CASING
31 LF 10" DIP CL 52
39 LF 10" DIP CL 52
VERTICAL BEND TABLE
VB #
VB #1
VB #2
STATION
DESCRIPTION
STA: 5+04.17
1-10" 11.25° VERTICAL BEND (MJ X MJ)
1- THRUST BLOCK
STA: 5+17.73
1- 10" 11.25° VERTICAL BEND (MJ X MJ)
1- THRUST BLOCK
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" = 20' H
1" = 10' V
PROFILE 1
2 SCALE: 1" = 20' H
1" = 10' V
PROFILE 2
2
C6.40
2
C6.40
WATER PROFILE AND NOTES
APPROX. LOCATION
OF EXISTING POWER
IN AREAS OF FILL, NEW PARKING
LOT AND/OR ROADWAY SUBGRADE
SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION
FOR INSTALLATION OF NEW
WATER MAIN.
**STORM DRAIN AT CROSSING SHALL BE CL 52 DI. CENTER OF WATER MAIN PIPE AND STORM DRAIN PIPE SHALL BE
CENTERED AT THE CROSSING POINT TO MAXIMIZE THE DISTANCE OF THE PIPE BELLS FROM THE CROSSING JOINT.W-420003WTRP-27-4200IN AREAS OF FILL, NEW PARKING
LOT AND/OR ROADWAY SUBGRADE
SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION
FOR INSTALLATION OF NEW
WATER MAIN.
07/26/2022
DEVELOPMENT ENGINEERING
JChavez 07/27/2022
install warning tape over shallow
portion of the water main (wherever
cover is less than 3-feet)