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O
Z
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450
R
430
420
N
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55+00
54+50
SEE SHEET C6.04
54f64.91, 4.94 L T
44= 45 1 a:_ . 31 n
1 12 CROSS (FL) I �
3-12" GATE VAL VfS (FLxM✓)
TOP OF NUT 428.04
TOP OF NUT 428.14 i�
TOP OF NUT 428.03 � �
1-12'x8" REDUCER (FL) ill
1-8" GAVE- VALVE- (FLxM✓)
TOP OF NUT 427.50 — 12 DI
W/ CONC BLOCK/NG W v ROA A 13f
46LF RESTRAINED
JOINT PIPING TO THE
END OF THE STORM LINE
DUE TO NON -CONFORMING 46 -
HORIZONTAL SEPARA 77ON
47
54+00
48
i
49
WA TER EASEMENT
(TYP) 50
51
52f9.3.96, 7.49' L T
1-12"x45° BEND (M✓)7'_�52
W/ CONC BLOCK/NG
23LF 1211
52f73.83, 0.20' L T
1-12 x45° BEND (MJ) - `=
W/ CONC BLOCK/NG
15, BSBL
TRACT L\
(CRI T/CAL AREA)
53+50
LQ
12 DI W +_
Wv
STANDARD I" WA TER SERVICE
Y130
PER C.O.R. STD DTL 320.1,
SEE SHEET C6.31 (TYP)
RESTRAINED JOINT PIPING
WHERE STORM /S CLOSER THAN
10.' HORIZONTAL TO WATER
29 MAIN ONLY NEEDS TO GO
10' PAST THE STORM ON EACH END.
FIRE HYDRANT ASSEMBL Y
L28 PER C.O.R. STD DTL 310.1,
SEE SHEET C6.31 (TYP)
52*06.85, 7.00' RT
_ — 12'W' TEE (M✓xFL)
1-6" GATE VAL Vf- (FLxM✓)
41* I 27 TOP OF NUT 433X
FIRE HYDRANT ASS'Y
' BTM FLANGE 437.22
y: W/ CONC BLOCK/NG
4 7\ 26 TRACTA SEE SHEET
(ACCESS & UTILITY) C6.03
25 2211
9
24 23 :.
o �
66LF 6& 12" DI �a 72LF 426F 12" DI � iN 144,CF444F 12 " D
52f0�_ _ — — BSBL 1
RQW 4
/TRACT M `
(OPEN SPACE)
53+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
EX TREE
TO BE SA VED
M (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
51f34.97, 7.00' RT
1-12'x8" TEE (FL) 10' UTILITY EASEMENT
2-12" GA Vf- VAL Vf- (FLxM✓) (T )
TOP OF NUT 435.02
TOP OF NUT 435.01 PROPOSED STREET
1-8" GAVE VALVE (FLxM✓) LIGHT (TYP)
TOP OF NUT 434° 44
W/ CONC BLOCK/NG SEE SHEET
SCALE: 1" = 30'
0 15 30 60
WA TER EASEMENT
C6. 08
EX GROUND
CONTOUR (TYP)
Q
NOT INSTALLED
WATER BSBL (TT)
I
R
TRA T N
- SPACE)
,3-8" GATE SAL VfS (FLxM✓)
436� 15 I
o0
>->2"x8" REDUCER (M✓)
•I °..
W
-
2-8" LONG BODY TRANSITION
HIM-
COUPLING (8" AC TO 8" DI)
N
FINAL CONNECTION BY CITY FORCES
1.
00
W/ CONC BLOCKING
1
(j)
_
19" tq VO,/V� 9;4 TY/lA/ NOT INSTALLED
� z
,
1
0�
S cc 9uFC4 6 zo
�o PROPERTY L/NE J I" L A MOSCA Pf
(TYP) IRR/GA77ON METER AND
`n ` RESTRAINED - DCVA PER COR STD PLAN
no PROPOSED FINISH JOINT PIPING �<_ , SEE LANDSCAPE PLAN
C o GRADE CONTOUR M 340 8
L 4.03
(Typ) CCC CLJ=7- 11�4_- n c3
52+50 52+00 51 +50 51 +00 50+50
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
)VARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO. REVISION BY DATE APPR APPROVED:
ROLL/ HEA VR/N
50+00
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
ii/
"TA
X
CITY OF
RENTON
Planning/Building/Public Works Dept.
`(EYMAP
WA TER LEGEND
WA TER MAIN
WA TER EASEMENT
- — — — — — — - WA TER BSBL
EX/STING WATER PIPE
IV] IN[ WATER FITTING
Ak FIRE HYDRANT
® WA TER METER
•� TYPE I BLOW -OFF
�t AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLECAON AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLECTION.
2. ALL CONSTRUCTON SHALL BE IN ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXIS77NG
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC77VE UTILITY COMPANIES
PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL NOAFY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONSTRUCTON.
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAKE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER
C.O.R. S7D PLANS 330.2 AND 330.3.
8. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION.
5/S/25
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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROW 4
CONSTRUCTION RECORD DRA WINGS
O
O
N
N
N
ODATE:
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.05
SHEET: OF:
53 93