HomeMy WebLinkAboutS-387807Lu
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N 79'33'06"
E - 46.81'
PROPERTY UNE
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BUILDING
ASPHALT PAVEMENT
CONCRETE PAVEMENT
12"ss Ss
B" S
SANITARY SEWER
T TSSMB OSSCO
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SANITARY MH/CO
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STORM DRAINAGE PIPE
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YD/CO/CB/CB 2/MH
12' O/ W W
12" DI W
WATER MAIN
ELt➢cC Pl0 wva
. ��FDC. IV NWV
FH/FDC/PIV/VALVE
OW
HEWN
F=7
IM
WATER VAULT/METER
HEAVY ASPHALT PAVING
NEAT I
CDF BACKFILL REQUIRED OVER -
PIPE IN AREA NOTED ON PLANS
CONTRACTOR SHALL DIG DOWN -
TO EXPOSE THE EXISTING PIPE.
EXTREME CARE IS REQUIRED
TO PROTECT EX PIPE
AND POLYWRAP
PROTECT EX 8 MIL, BLACK, —
TUBE -TYPE POLYETHYLENE
PLASTIC PER AWWA C105 STDS
MINERAL AGGREGATE PIPE ZONES ffin ill
BEDDING PER CDR STDS
12" 12"
NOTE:
1. DETAIL FOR USE ALONG 12" WATERMAN 0 PORTION OF EX MAIN
UNDER FUTURE OVERHEAD STRUCTURE. SEE PLAN FOR LOCATION AND EXTENT.
Water Main Trench w/ CDF Backfill
NOT TO SCALE
S-387807
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
EXXEL PACIFIC IN AUGUST 2019
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
IRRIGATION METER INSTALLATION - I -INCH METER TO
BE INSTALLED BY CITY FORCES. CITY TO PROVIDE ALL
MATERIALS FOR METER INSTALLATION. CONTRACTOR
SHALL PROVIDE ALL EXCAVATION TO EXPOSE THE
WATER MAIN AND PERFORM ALL BACKFILL AND
RESTORATION WORK AFTER INSTALLATION OF METER
BY CITY FORCES.
PROTECT EX FIRE HYDRANT TO
2 LF 1- TYPE 'K COPPER
1" IRRI TION METER AND
SERVICE CONNECTION TO 12" DI
MAIN PER STD PLAN 320.1
1" IRRIGATION SYSTEM PRV,
REDUCE SYSTEM PRESSURE TO
8OPSI, ER STD PLAN 340.5
i
.5" IRRIGATI N SYSTEM
DCVA, PER STD PLAN 340.8 /
/ 1.5"X1" REDUCER BETWEEN
RV AND DO A VAULT PSE
SW2 P
EX POWER VAULT 0 REMAIN I ✓�
FOR S RVICE TO BX OFFICE i
AND HOTEL PROJECTS`
PSE
IE
SWI D
Ri
A
FIRE
DEPT�ONNECANS
SEE
SPRIN
LER PLANS
OF
FOF
/�
CONTINUATI
N INSIDE BLDG
// \\ 6" DOMESTIC WATER SERVICE
/ RPBA LOCATED INSIDE BLDG
SEE MECH'L PLANS FOR
CONTINUATION INSIDE BLDG
ZS /
EX 12" DI / 8" I'll E SPRINKLER SERVICE _
RPDA LOCATED INSIDE BUILDING
MAIN WATER /S' ELoGTLETs ON P r Ec. s
MAIN A CpN / SEE ECH'L PLANS FOR
CONTI UATION INSIDE BLDG
SA 9+65.4 LT) 3 LF 8" DI CL52 IV (F
6" DOMESTIC WA R ETER s , s
PER COR STD P 320.4
W/ PIV (PAINTED BLUE) 11 LF 6" DI CL52
L- - - - --------T --
ffi �w REMOVE EX PWGS(MJ) T�
�w AND CONNECT TO NEW SERVICES
APPDX BRiPUNgoE mEEs a �R (GYP OF 3)
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33T 08 9 3°CO ➢IIMO'.E.TT INC. vwaw:
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COUGHLINPORTERLUNDEEN
W STRUCTURAL CIVIL SEISMIC ENGINEERING NO.
ISOLATION VALVES
11 12" 1" CORP STOP
POINT OF
Z
OF BUILDING ABOVE
STA 30+13 TO STA 31+36
WATERMAIN TRENCH
W/ CDF BACKFIH
SEE DETAIL THIS SHEET
EX CB 71PE E� RIM 2270
EX 17 CAT TEE (FLVALVE
EX 6" GAT LEE VALVE
(FZ R/M 22.16 /f 78.05 /Jf 15" E EX MEGA LUG
EX 8" GATE (mi) (FLrMJ) EX 6" GALE VALVE (FLxMJ) IE 19.60 HE 15" CPEP lE 1826 SW 15" G °
EX 8" PLUG (MJ) EX 6" PLUG NJ) LE 19.00 S 6" PVC AE ➢8.00 N ➢8" CP6 EX ISOLATION VALVE
EX 12' CATE VALVE (MJ) W/ THRUST BLOCKING
Ex 12" Pmc (MJ) Ex ➢2 x6' TEE (,wxRI)
W1 THRUST BLOCKING EX 6" GATE VALVE RZ R L)
Ex 6"PLUG (M/J
W/ THRUST BLOCKING
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0
REVISION
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M 1117"
OF BUILDING ABOVE
GARAGE
_ ENTRY
FF=22.00
ol -.1_ .- . - .
� Approved
UNDERGROUND Approved
SERMCE (USA)
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SCALE
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•Approved
SEE SHEET - C401
EX CB TYPE
T 4L G.
EX CB TYPE 7/
W1 SOLID LOCK/NC US
RIM 22.0
LE 7859 SW 15" CPEP
VERIY.N: NN9 7.
AS NOTED X010IDXf0L xw 1B61B°' CITY OF
RENTON
IXIE INCH DATUM
AlN+LL. Planning/Building/Public Works Dept.
IF Her ONE INCH
NN£ ACCONDNCLY
E1301671.131
Date:
Date:
Date:
Date:
I'-VAUtl 4" G 4" G
12 CC - 1-2fae•
N46'45'23 E 646 OJ' EX CB TYPE
RIM 21,73
IS 19.30 SW&NE
dP�C SO—
SOUTHPORT OFFICE
RENTON WASHINGTON
UTILITY PLAN
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10/25/2019
C402
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