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PROPOSED FIRE HYDRANT
EX GROUND PER C. O.R. STD DTL J10.1,
CONTOUR (TYP) SEE SHEET C6. J1
EX OFFS/TE TREE STANDARD 1 " WA TER SERVICE SEE SHEET PROPOSED FINISH
PROPERTY L/NE TO REMAIN (TYP) PER C.O.R. STD DTL 320.1, GRADE CONTOUR
(TYP) SEE SHEET C6.31 (TYP) C6.02 (TYP)
SEE WA-1 PROF/LE, 76 � 75 � 74 73 72 71 7
SHEET C6.09 ` • �j / /�, WATER SETBACK (TYP) -A�f 69 68 67
70f 19.82 6.00' L T WATER T (TYP)
EA
1-12 x45° BEND (FLxM✓)(R✓)
W/ CONC BLOCK/NG -
��� , �' � 0 �BEF 1 " D/ RJ 71f00 N� w 'iris 72f �F '" (R✓
TRACTK�� -�
(CRITICAL AREA),41,
TOP OF SLOPE
7 �78 79 80 81 82 83 84 85 86 87 88 - 89 90
15' SETBACK
7LF
(TYP)
�� 70f26.51, 6.00' L T
7t�12 D/ 12'W TEE (FL)
,
71f67. 00, 8.50 L T
1-12" GATE VAL Vf- (FLxM✓)
1-12" TEE (FL)
TOP OF NUT 420.84
2-12" GATE VAL VE (FLxM✓)
1- 12 "ADAPTOR (M✓)
TOP OF NUT 424.45
1-6" GATE VAL VE (FLxM✓)
TOP OF NUT 424.47
TOP OF NUT 420.00
1-12"x8" REDUCER (FL)
F/RE HYDRANT ASS'Y
1-8" GATE VAL VE (FLxM✓)
87M FLANGE 4062
TOP OF NUT 424.12
W/ CONC BLOCK/NG
W/ CONC BLOCKING
SEE SHEETS C7. 02-CZ 04 FOR
UTILITY CROSSING NFORMA T/ON.
440
HIGH PT STA: 71f80.15
HIGH PT EL.• 427.11
PW STA.- 71f72.00
PW EL: 427.82
100.00 VC
0
0
EX/STING GROUND
0 ROAD � (TYP)
mm
L14�
430
Or
BEGIN
70f00 = ROW 6
EL: 422.00
?OAD IMPROVEMENT
\ /
3.38 _
o
\ PROPOSED 12" '-
WATER
\
i
Z
m �
0
J
EXISTING ELEV.
0 ROAD (TYP)
RO
6
PROPOSED ELEV.
0 ROAD f (TYP)
HOR/Z. SC
VERT. SC
E. I" J0,
E. 1" 5'
5382 FNC @ AP
FNC @ AP
53
t.000
so@
e
TRACT M
(OPEN SPACE)
TRACT L
(CRITICAL AREA)
2" BLOW OFF
/
PER C.O.R. STD DTL 340.1,
SEE SHEET C6.32 (TYP)
72187.77, 8.19' L T
'
1-8" PLUG (M✓)
1-2" BLOW -OFF ASS'Y
W/ CONC BLOCKING
1-8" POL YP/GG/NG STATION
PER C.O.R. STD DTL 300.7,
SEE SHEET C6.32
"�EEX TREE J 15' BSBL
TO BE SA VED
(TYP)
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)
1-- 1 1
II
PROPOSED GRADE
0 ROAD � (TYP)
Qo N
L244-r `��'�W
PROPOSED 8"
WA TERM \
o
70+00 70+50 71 +00 71 +50 72+00 72+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
w
N.110m •
0
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY DATE APPR
ROLL/ HEA l/R/N
73+00
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
430
420
410
73+50
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
SCALE: 1" = 30'
0 15 30 60
CITY OF
RENTON
Planning/Building/Public Works Dept.
`(EYMAP
WA TER LEGEND
WA TER MAIN
- -
WA TER EASEMENT
- - - - - - -
- WA TERBSBL
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.
J 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
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. 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.
5/8/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROW 6
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N
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DATE:
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0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.07
SHEET: OF:
55 93
CONSTRUCTION RECORD DRA WINGS