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SEE SHEET C6.04
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54f64.9>, 4.94' L T 44 45 �k 31I I
1-12" CROSS (FL)
3-12" GATE VAL VES (FLxM✓)
1-12'x8" REDUCER (FL) ' • ,. ��
1-8" GAVE VAL VE (FLxM✓)
W/ CONC BLOCK/NG W _ ,
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12 D/ W I x
W V RO 13f0 - -
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STANDARD 1 WATER SERVICE
46LF RESTRAINED _ PER C.O.R. STD DTL 320.1,
JOINT PIPING TO THE - - _ - SEE SHEET C6. J1 (TYP)
END OF THE STORM LINE
DUE TO NON -CONFORMING 46 I d l 30 RESTRAINED JOINT PIPING
HORIZONTAL SEPARATION / I WHERE STORM /S CLOSER THAN
10.' HORIZONTAL TO WATER
47 *-r \ l 29 MAIN ONL Y NEEDS TO GO
10' PAST THE STORM ON EACH END.
- FIRE HYDRANT ASSEMBL Y
I / 28 PER C. O.R. STD DTL 310.1, 48
- SEE SHEET C6.31 (TYP)
52f06.85, 7.00' RT
12'x6" TEE (M✓xFL)
o �i 1-6" GATE VALVE (FLxM✓)
a v � FIRE HYDRANT ASS Y
49 - W/ CONC BLOCK/NG
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26 SEE SHEET
WATER EASEMENT I _ TRACTA
(TYP) 50 "1 A� (ACCESS &UTILITY) C6.03
- 25 = 22 1 I.
27
24
52f93.96, 7.49' L T 1 7 - `
1-12"x45° BEND (M✓) I \ - - _ _ - A Q I -
W/ CONC BLOCKING 52 _�L
2JLF 12" D/ / F
52f73.83, 0.20' L T _\- f 66LF 12" DI 44 72LF 12"D/ I IN 144LF 12"DI
1-12 x45° BEND (M✓) °' W 4 52fOQ�_: � � _ _ _BSBL
W/ CONC BLOCK/NG �` �� - ' i - �0
15,
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TRACT M
TRA CT L (OPEN SPACE) EX TREE PROPERTY LINE
(CR/T/CAL AREA) �_ TO BE SA VED ;L (TYP)
(TYP) PROPOSED FIN/S
^- o GRADE CONTOU
EX/ST7NG GROUND
® ROAD � (TYP)
j � T
PROPOSED GRADE
® ROAD � (TYP)
-2 46.E
PROPOSED 12" -
WA TER (TYP)
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ROW 4
EX/S71NG ELEV. PROPOSED ELEV. HOR/Z. SCALE. I- 30'
® ROAD � (TYP) ® ROAD f (TYP) - VERT. SCALE- 1 "=5'
IN
a
55+00 54+50 54+00 53+50 53+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
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HIGH T STA: 51f46.93
HIGHPT EL: 437.21
P STA: 51f37.96
80.004VC81 �1,
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52+50 52+00 51 +50
1 REVISED PER CITY COMMENTS
2 REVISED PER CITY COMMENTS
3 REVISED PER CITY COMMENTS
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SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
10' UTILITY EASEMEN7
51f34.97, 7.00' RT
/
(TYP)
1-12'x8" TEE (FL)
PROPOSED STREET
2-12" GA VE VAL VE (FLxM✓)
LIGHT (TYP)
1-8" GAVE VAL VE (FLxM✓)
W/ CONC BLOCKING
SEE SHEET
WATER EASEMENT
C6, 08
(TYP)
WA TER BSBL (TYP) I I
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SCALE: 1" = 30'
0 15 30 60
EX GROUND
CONTOUR (TYP)
49f91.41, 7.00' RT
CONNECT TO EX WA TER
1-8x8,, TEE (FL)
J--8" GATE VAL VES (FLxM✓)
1-12'x8" REDUCER (M✓)
2-8" LONG BODY TRANS/TON
COUPLING (8" AC TO 8" DI)
N FINAL CONNECTION BY CITY FORCES
W/ CONC BLOCK/NG
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H RESTRAINED LQ
R JOINT PIPING
'�) SEE SHEET C6.08
LOW PT ST : 50*41.99 1 " LANDSCAPE
LOW PT : 434.72 IRRIGATION METER AND
PW STA: 50*50.00 DCVA PER COR STD PLAN
O PW EL: 434.39 O 34 .8, SEE LANDSCAPE
50. 01 VC ho P N L4.03
512,
WW mm
64Q
Oo�
-2.00%
51 +00 50+50 50+00
M J S 7/26/23 HHH SURVEYED:
DINERS SCALE. HOR ONTAL• NADVD 1988 991
KEL 9/12/23 HHH DESIGNED: AS NOTED
KEL 10/11/22 HHH ROLL/ HEAVR/N
DRAWN:
MARY MOORE ONE INCH DATUM
CHECKED: AT FULL SCALE
ROLL/ HEA VR/N IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
ROLL/ HEA VR/N
12" POL YP/GGING STA77ON
PER C.O.R. STD DTL 300.7,
SEE SHEET C6.32
ii/
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CITY OF
RENTON
Planning/Building/Public Works Dept.
`(EYMAP
WA TER LEGEND
WA TER MAIN
- -
WA TER EASEMENT
- - - - - - -
- WATER BSBL
EX/SRNG WATER PIPE
IV] IN[
WATER RT77NG
Ak
FIRE HYDRANT
®
WA TER METER
•�
TYPE I BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFAC7URER'5 RECOMMENDED PERMISSIBLE
DEFLEC77ON.
2. ALL CONS7RUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXIS77NG U77LI77ES SHOWN/ ARE APPROXIMATE EX/STIIVG
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC77VE U77LITY COMPANIES
PRIOR TO CONSTRUC77ON.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL N077FY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONS7RUC77ON
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRE7F THRUST BLOCKS REOU/RED ON ALL WATER RT77NGS PER
C.O.R. 57D PLANS 330.2 AND 330.3.
8. WHERE NEW WA7FR MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARA 17ON.
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1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425506
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
i
DEVELOPMENT ENGINEERING
s os
yqi 12/06/2023
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WATER UTILITY
ABDOUL GAFOUR 11/09/2023 I
ODATE:
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.05 �
ROW 4 SHEET: OF:
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