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1-12" CROSS (FL)
2-12" GA TE VAL VES (FLxM✓)
2-8" GAVE VAL VE (FLxM✓)
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FIRE HYDRANT ASS'Y
W/ CONC BLOCKING
STANDARD 1 " WA TER SERVICE
PER C. O.R STD DTL 320.1,
SEE SHEET C6.31 (TYP)
12f32.24, 5.00' RT
12 x6" TEE (M✓xFL )
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
11f35.29, 5.00' RT
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)
C-lN• (BYC/TYFORCES) SCALE: 1) = 30)
uT999, 5.00' RT
CONNECT TO EX WATER
0 15 30 60
1-8" TE(FL) E
3-8" GA TE VAL Vf-5 (FLxUJ)
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 BLOCKING,
SEE NOTE 9, THIS SHEET
12" POL YP/GG/NG STATION
PER C.O.R. STD DTL 300.7,
SEE SHEET C6.32
HIGH PT ST
: 12f85.84
HIGH PT I
L.• 430.28
LOW PT STA: 10
65.77
PW STA:
13f00. 00
LOW PT EL: 4
7.88
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PW EL:
430.68
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PW STA: 10*60.00
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12f84.29 ROAD A
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ROAD A
EX/STING 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 11+50 11+00 10+50 10+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
NO.
REVISION
BY
1 DATE
1 APPR
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
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
`(EYMAP
WA TER LEGEND
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 FITANGS AND DEPTH.
5. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILIAES 24 HOURS PR/OR TO
CONS7RUCAON.
6. ALL WATER FITANGS 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 FITANGS 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.
410
CITY OF
RENTON
Planning/Building/Public Works Dept.
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.
1 0/11/23
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
DEVELOPMENT ENGINEERING
yqi 12/06/2023
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROF/LE
ROAD A (START- 15+00)
0
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DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO: �7
C6.01
SHEET: OF:
49 93