HomeMy WebLinkAboutF_APPROVED_Water_Revision_C4.1_20191211.pdf0+001+002+003+004+005+00T
STA:3+94.83, 0.00'T
1-10"x6" TEE (FLXFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLXMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
STA:3+68.60, 0.00'T
1-45° BEND
1-CONC. THRUST BLOCK
STA:3+80.65, 0.00'RT
1-45° BEND
1-CONC. THRUST BLOCK
STA:7+20.29, 0.00'RT
1-45° BEND (MJ)
1-CONC. THRUST BLOCK
STA:7+36.14, 0.00'T
1-45° BEND (MJ)
1-CONC. THRUST BLOCK
STA:7+12.31, 0.00'T
1-10"x6" TEE (FLxFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
WALKER MAZDA
DEALERSHIP
REFER TO
WATER PROFILE 1
REFER TO
WATER PROFILE 2
REFER TO
WATER PROFILE 3
N1° 50' 05"E500.00'0+00 1+00 2+00 3+00 4+005+006+007+008+009+0010+0011+0011+28
3
C4.2
6" DDCVA 3
C4.2
STA:3+74.63, 0.00'LT
1-10"x10" TEE (MJxFL)
1-10" GATE VALVE (FLxMJ)
1-CONC. THURST BLOCK
1" IRRIGATION METER
1" DCVA
3" RPBA TO BE INSTALLED
INSIDE FIRE SPRINKLER
RISER ROOM PER PLUMBING
PLANS
STA:10+09.88, 129.60'LT
1-45° BEND (MJ)
1-CONC. THRUST BLOCK
STA:10+87.29, 52.19'LT
1-45° BEND (MJ)
1-CONC. THRUST BLOCK
105 LF 2" PRIVATE WATER
SERVICE PIPE
STA:3+74.63, 35.55'RT
1-45° BEND
1-CONC. THRUST BLOCK
STA:0+13.31, 0.00'LT
CUT IN: (BY CITY FORCES)
1-12"x10" TEE (FLxFL)
2-12" GATE VALVES (FLxMJ)
1-10" GATE VALVE (FLxMJ)
2-12" SLEEVES (MJxMJ)
1-10" SLEEVE (MJxMJ)
1-CONC. THRUST BLOCK
CONTRACTOR SHALL COORDINATE CUT-IN OF VALVES
AND FINAL CONNECTION WITH THE CITY OF RENTON
SEE CITY STD PLAN NO. 300.4 FOR CONNECTION DETAILS
STA:1+14.64, 0.00'LT
1-10"x6" TEE (FLxFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1-FIRE HYDRANT ASSEMBLY
1-CONC. THRUST BLOCK
STA:1+14.63, 21.64'LT
CENTER FIRE HYDRANT ASSEMBLY
STA:3+94.94, 25.44'RT
CENTER FIRE HYDRANT ASSEMBLY
STA:7+12.31, 27.04'RT
CENTER FIRE HYDRANT ASSEMBLY
STA:10+64.42, 0.02'RT
1-10"X6" TEE (FLxFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1- FIRE HYDRANT ASSEMBLY
1-CONC THRUST BLOCK
STA:10+64.42, 30.37'LT
CENTER FIRE HYDRANT ASSEMLBY
STA:10+31.50, 40.06'LT
1-FDC (FL)
STA:0+00.00
N:166811.9796
E:1297757.2602
STA:4+99.97
N:167311.6912
E:1297773.2683
STA:3+51.78, 29.03'RT
ABANDON AND CAP EXISTING
34" WATER SERVICE. (BY CITY FORCES)
STA:11+22.47, 0.00'LT
CUT IN: (BY CITY FORCES)
1-12"x10" TEE (FLxFL)
2-12" GATE VALVES (FLxMJ)
1-10" GATE VALVE (FLxMJ)
2-12" SLEEVES (MJxMJ)
1-10" SLEEVE (MJxMJ)
1-CONC. THRUST BLOCK
CONTRACTOR SHALL COORDINATE
CUT-IN OF VALVES AND FINAL CONNECTION WITH
THE CITY OF RENTON SEE CITY STD PLAN NO. 300.4
FOR CONNECTION DETAILS
STA:7+48.54, 448.68'LT
1-10" CAP (MJ)
1- 2" TEMPORARY BLOW OFF
ASSEMBLY PER STD PLAN
NO.340.20
1- CONC. THRUST BLOCK
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
37
Know what's below.
before you dig.Call
RTED-40-4067C:19-002207LUA:18-000305PR:18000212R-4067
NPDES PERMIT# WAR306639
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
EAST VALLEY ROADMATCH LINE
WATER MAIN STA: 5+50.00
MATCH LINE
WATER MAIN
STA: 11+00.00
1
C4.5
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
ELEV:230.75
VERTICAL DATUM
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
BASIS OF BEARING
WATER PLAN C4.1
20
PROVIDE PAVEMENT
PATCH AS REQUIRED
PER CITY OF RENTON
STD. PLAN 110
PROVIDE PAVEMENT
PATCH AS REQUIRED PER
CITY OF RENTON
STD. PLAN 110
15.00' EASEMENT
15.00'
EASEMENT
21.50' EASEMENT
3
C5.3
2
C4.2
2
C4.2
2
C4.2
3
C5.3
1
C4.3
1
C4.4
1
C4.5
REFER TO FIRE SYSTEM
PLAN
1
C4.2
W-406701WTR-40-4067ADJUST EXISTING HYDRANT TO FINISH
GRADE OF NEW 8 FT PLANTER STRIP.
INSTALL NEW HYDRANT IF HYDRANT
RELOCATION IS REQUIRED TO CLEAR
NEW SIDEWALK.
ADJUST EXISTING HYDRANT
TO FINISH GRADE OF NEW 8
FT PLANTER STRIP.
INSTALL NEW HYDRANT IF
HYDRANT RELOCATION IS
REQUIRED TO CLEAR NEW
SIDEWALK.
1
C4.7
2
C4.5
2" DOMESTIC WATER METER
3
C4.5
2
C4.6
2
C4.6
ENVIRONMENTAL NOTES
BILL KANE WITH ECO COMPLIANCE CORPORATION SHALL BE
AVAILABLE DURING ONSITE WATER LINE EXCAVATIONS TO ENSURE
THE TRENCH IS FREE FROM CONTAMINATED SOILS. ANY
CONTAMINATION THAT EXCEEDS CLEAN-UP LEVELS SHALL BE
REMOVED AND HAULED TO AN APPROVED OFFSITE DISPOSAL
FACILITY. SOILS SHALL BE REPLACED WITH CLEAN BEDDING AND
BACKFILL FOR WATER LINE TRENCHES.
CLEAN BACKFILL MATERIALS FROM AN APPROVED SOURCE SHALL BE
USED FOR ALL TRENCH BACKFILL AROUND WATERMAINS.
WHERE WATER MAIN UTILITY EXCAVATIONS EXTEND BELOW THE
EXISTING FILTER FABRIC LAYER SEPARATING STRUCTURAL FILL
FROM NATIVE SOILS A NEW FILTER FABRIC SHALL BE LAID ALONG
THE TRENCH BOTTOM AND SIDES PRIOR TO PLACEMENT OF
BEDDING AND BACKFILL MATERIAL.
BILL KANE
CONTACT: 206-715-1396
BILL@ECOCOMPLIANCE.BIZ
12/06/2019
valve shall be shifted to
the north side of fitting.
WATER UTILITY
agafour 12/11/2019
DEVELOPMENT ENGINEERING
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