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EASEMENT (TYP)
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14*55.58, 5.00' RT
1-12'%8" TEE (FL)
2-12" GATE VALVES (FLxM✓)
TOP OF NUT 424.78
TOP OF NUT 424.91
1-8" GATE VAL VE (FLxMJ)
TOP OF NUT 424.20
W/ CONC BLOCK/NG
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1-12" CROSS (FL)
2-12" GATE VALVES (FLxM✓)
PROPOSED FINISH TOP OF NUT 428.04
GRADE CONTOUR TOP OF NUT 428 OJ
(TYP)2-8" GAVE VALVE (FLxM✓)
TOP OF NUT 428.14
„r TOP OF NUT 427.50
15' BSBL
JCL a7/7LL /
C6.06
TOP OF NUT 425.04
FIRE HYDRANT ASS'Y
8TM FLANGE 429.72
W/ CONC BLOCKING
STANDARD 1 " WA TER SERVICE
PER C. 0.R STD DTL 320.1,
SEE SHEET C6.31 (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
11135.29, 5.00' RT
1-12"x8" CROSS (FL)
2-12" GATE VALVE (FLxMJ)
FIRE HYDRANT ASS'Y
BTM FLANGE 428.83
W/ CONC BLOCK/NG
- PROPOSED STREET
LIGHT (TYP)
SEE SHEET
C6.O8
FIRE HYDRANT ASSEMBL Y
PER C. O.R STD DTL 310.1,
SEE SHEET C6.31 (TYP)
EX GROUND
CONTOUR (TYP)
3 NOT INSTALLED
SCALE: 1 " = 30
L ,
* 1-8" TEE (FL) 0 15 30 60
3--8" GA TE VAL VES (FLxM✓)
1-8"x12" REDUCER (M✓)
2-8" LONG BODY TRANSITION
COUPLING (8" A. C. TO 8" D.l.)
1-8" SLEEI/E (M✓)
FINAL CONNECT/ON BY CITY FORCES
W/ CONC BLOCK/NG,
SEE NOTE 9, THIS SHEET WA TER LEGEND
HIGH PT ST
I: 12f85.84
HIGH PT I
L.• 430.28
LOW PT STA: 10
65.77
PW STA:
13f00. 00
LOW PT EL: 42788
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PW EL:
430.68
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PW STA: 10*60.00
100.0
12f84.29 ROAD A
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EX/SANG ELEV.
PROPOSED ELEV.
HOR/Z. SCALE- 1 "=30'
0 ROAD
0 ROAD f (TYP)
VERT. SCALE.
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15+00 14+50 14+00 13+50 13+00 12+50 12+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
063
11 +50
BY I DATE
11 +00 10+50 10+00
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
AP P R APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
- --
tiF
SGti
sFT
e�G
0
E 12TH ST
KEY MAP
WATER MAIN
WATER EASEMENT
WATER BSBL
EX/STING WATER PIPE
WATER FITTING
FIRE HYDRANT
WATER METER
TYPE / BLOW -OFF
AIR- VAC
GENERAL NOTES
440
1.
MAX/MUM ALLOWABLE DEFLECAON AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLECAON.
2.
ALL CONSTRUCAON SHALL BE IN ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPEC/F/CA77ONS.
3.
LOCATIONS OF EX/SANG U77LI77ES SHOWN ARE APPROX/MATE. EX/SANG
UAL/T/ES SHALL BE FIELD LOCATED BY RESPEC77VE UALITY COMPANIES
PR/OR TO CONSTRUCAON.
4.
CONTRACTOR SHALL FIELD VERIFY ALL CONNECAONS TO EX/SANG PIPES
430
FOR PROPER RTANGS AND DEPTH.
5.
CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILIAES 24 HOURS PR/OR TO
CONS7RUCAON.
6.
ALL WATER RTANGS AND VAL VES WITH MECHANICAL JOINT (M✓) END(S)
SHALL HAKE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7.
CONCRETE THRUST BLOCKS REOU/RED ON ALL WATER RTANGS PER
C.O.R. STD PLAN 340.1.
8.
WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
420
LENGTH OF WATER PIPE SHALL BE USED Wl1H THE PIPE CENTERED FOR
MAX/MUM JOINT SEPARA AON.
9.
IF THE TOWNHOMES PROJECT COMES FIRST, THE PROJECT COULD AE IN
ON THE EX/SANG 8" AC WATER MAIN AS SHOWN ON THE PLAN.
10.
IF THE TOWNHOMES PROJECT /S BEHIND THE SCHEDULE. THE CITY C/P
PROJECT WILL INSTALL THE TWO TEES WITH STUBS TO THE PROPERTY
L/NEAT DEVELOPERS COST FOR FUTURE CONNECAONS, AND INSTALL
THE FIRE HYDRANT TO THE EAST W/TH/N NE 12TH ST.
410
CITY OF
RENTON
Planning/Building/Public Works Dept.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROAD A (START- 15+00)
CONSTRUCTION RECORD DRA WINGS
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DATE:
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0/111202J
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PAGE
DRAWING NO: �ijh
C6.01
SHEET: OF:
49 93