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TOP OF SLOPE
40f83.34, 5.00' RT (TYP)
1-8" PLUG (M✓) 40 �� TRACT H
1-2" BLOW -OFF ASS? `' • •, •' h �� (CRITICAL AREA)
W/ CONC BLOCKING
1-8" POL YP/GG/NG STATION 4
PER COR STD PLAN 300.7 Bs� N PROPOSED FINISH
/ a
GRADE CONTOUR
' 31f0150, 6.00 L T 42 I J — �I \ (TYP)
1-.6 TEE (FL)
.30f05.00, 10.00 L T ` = 2 BLOW OFF
1-12" CROSS (FL) 3--8" GATE VAL I/ES (FLxM✓) ) I . PER C.O.R. STD DTL 340.1,
3-12" GATE I/AL l/ES (FLxM✓) W/ CONC BLOCK/NG — 39 I SEE SHEET C6.32 (TYP)
1-12"x8" REDUCER (FL) — - EX TREE
1-8" GA VE VAL VE (FLxM✓) SEE SHEET C6.O1 I / ` I �\ TO BE SA VED
W/ CONC BLOCKING 43 I � I (TYP)
108LF 12 Dl < � I I �
J\ - I I h `TRACT G \
1..
(OPEN SPACE)
1 4 ... 4 �i
173LF 12 DI � I 38 I WA TER BSBL (TYP)
RESTRA/NED I 's < ru
JOINT PIPING 1 p 45 I I I I
46 t i7LF 8„ DI o � ' WATER EASEMENT (TfP)
W 8" DI W "� NI IN� t . 15LF 8" DI 42g —
8" DI i PROPERTY L/NE
� (TYP)
(� ROW I 7,2LF 8 DI / I
Wv N `r N
_ 1f75.50, 6.00' L T
I I I m 1-8N PLUG (MJ)
M I \ 1-2 BLOW -OFF ASS?
30 i I 31 32 , 33 34 , I° I 35 36 37 I \ 'W/ CONC BLOCK/NG
1\ �1-8" POLY
P/GG/NG STATION
' RESTRA/NED p/P/NG OIN TI II II 115 PER COR STD PLAN 300.7
I-222. 01, O (L T 30f36.80 6. 00' L T STANDARD I- WATER SERVICE EX GROUND
1-22.5°BEND (M✓) SEE SHEET PER C.O.R. STD OTL 320.1, CONTOUR (TYP)
W/ CONC BLOCKING 1-225°BEND (MJ)
C6.01 W/ CONC BLOCKING SEE SHEET C6.31 (TYP)
10' UTILITY
EASEMENT (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMA TION.
N
PROPOSED GRADE
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p
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1,P)
EX/STING GROUND
0 ROAD f (TYP)
- .00
PROPOSED ELEV.
0 ROAD � (TYP) ROW 3 (E ST-WEST
EX/STING ELEV HOR/Z. SCALE. 1 "=30'
0 ROAD � (TYP) INERT.
30+00 30+50 31+00 31+50
- ASPHALT THICKENED EDGE
TO BE ADDED TO END OF ROW 3,
TO DIRECT DRAINAGE TO CB 21
J1*7560 = ROW 3
-EL: 424.58
END ROD IMPROVEMENT
32+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
440 440
1 430
A
410
32+50
1
i
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
\I�Cem FILMN Me,
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A
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SCALE: 1" = 30'
0 15 30 60
h
3�
PROPOSED GRADE
0
0 ROAD f (TYP)
II
3�
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PROPOSED 8"
EX/STING GROUND
oo
o
GRADE BREAK
p
N WA TER (TYP)
0 ROAD f (TYP)
Z �i
41f29.55
EL. 429.13
0
I �
�mQ
1
PROPOSED ELEV.
0 ROAD f (TYP)
RO
3 (NORTH -SOUTH)
EX/SRNG ELEV.
HOR/Z. SCALE- 1 "30'
0 ROAD f (TYP)
INERT. SCALE. 1 "5'
40+00 40+50 41+00
M J S
7/26/23
HHH
SURVEYED:
SY OTHERS
K E L
9/ 12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
41 f50
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
m
430
410
42+00
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 / BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLEC7ION AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLECTION.
2. ALL CONSTRUCTON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXISTING
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 U77L/17ES 24 HOURS PRIOR TO
CONS7RUC110N.
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. STD PLAN 340.1.
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.
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10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425505
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ` �'
IL
yqi 12/06/2023
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
DATE:
O
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING NO: O
C6.04
ROW 3 (E- W & N-S) SHEET: OF:
52 93