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PROPOSED FIRE HYDRANT
EX GROUND PER C.O.R. STD DTL 310.1,
CONTOUR (TYP) SEE SHEET C6.31
PROPERTY LINE EX OFFSITE TREE STANDARD 1" WATER SERVICE
TO REMAIN (TYP) PER C.O.R. STD DTL 320.1,
(TYP) SEE SHEET C6.31 (TYP)
SEE WA-1 PROFILE, 76 1 75J 74 r 73
E6. SHET C09 <` /
WATER SETBACK (TYP)
70f 19.82, 6.00' L T WATER EASEMENT (TYP)
1-12"x45' BEND (FLxUJ)(RJ)
W/ CONC BLOCKING ' / r
14/1F. 12"D/ RJ1 171-1-00 1--
TRACT K�
(CRITICAL AREA), J/
TOP OF SLOPE
15' SETBACK
(TYP) 7LF 12" L
BEGIN
N
0
70f00 = ROW 6
EL: 422.00
ROAD IMPROVEMENT
J
70+00
SEE SHEET PROPOSED FINISH
C6.02 GRADE CONTOUR
(TYP)
72 71 j I Q
l�
Q
TRACT M
(OPEN SPACE)
TRAC
70 69 68 67 (0R A) 2" BLOW OFF
/ PER C. O.R. STD DTL 340.1,
\ I SEE SHEET C6.32 (TYP)
72f87.77, 8.19' L T
1-8" PLUG (M✓)
d•.:;,r ill -- —it 1-2" BLOW -OFF ASS'Y
W/ CONC BLOCKING
1-8" POL )PIGGING 5TAT/ON
PER C.O.R. STD DTL 300.7,
til _ SEE SHEET C6.32
70f26.51, 6.00 L T " EX TREE
1-12TEE (FL)
12'W' TEE (FL) TO BE SA VED
1-12" GATE VAL l/E (FLxM✓) 2-12" GATE VAL vE (FLxM✓) (TYP)
>->2" ADAPTOR (M✓) 1-12"x8" REDUCER (FL)
1-6" GATE VAL I/E (FLxM✓) 1-8" GATE VAL l/E (FLxM✓)
FIRE HYDRANT ASS'Y W/ CONC BLOCK/NG
W/ CONC BLOCKING
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
N"
EXIS77NG GROUND
0 ROAD (TYP)
38% PROPOSED 12"
oWATER
� o
70+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
EXISTING ELEV.
0 ROAD � (TYP)
- PROPOSED ELEV.
0 ROAD (TYP)
71 +00
GH PT STA: 71f80.15
HIGH PT EL.- 427.11
PW STA.- 71f72.00
PV/ EL: 427.82
ROW 6
HOR/Z. SCALE- 1" 30'
VERT. SCA E. 1" 5,
10�2
I N
71+50
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
NONE
i
72+00
15' BSBL
440
FILL AND COMPACT ROADWA Y PRISM TO F/N/SHED
SUBGRADE PR/OR TO INS TALLAT/ON OF WATER MAINS
(TYP/CAL ALL FILL AREAS)
� I I
PROPOSED GRADE
0 ROAD �' (TYP)
�44q
PROPOSED 8"
WA TERM \
72+50
0
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
430
420
410
N
73+00 73+50
SCALE:
VERTICAL• NAw lsae
AS NOlEO HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SCALE: 1" = 30'
0 15 30 60
CITY OF
RENTON
+ N
Planning/Building/Public Works Dept.
FffA
WA TER LEGEND
WA TER MAIN
— —
WA TER EASEMENT
- - - - - - -
- WA TER BSBL
EX/STING WATER PIPE
I IN[
WATER FITTING
A
FIRE HYDRANT
®
WA TER METER
•�
TYPE / BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLEC77ON.
2. ALL CONSTRUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXIS77NG
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC1TVE 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
CONSTRUC77ON
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 PLANS 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
'Con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
DATE:
O
TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.07
ROOF, A� 6 SHEET: OF:
�/ �/ 55 93