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SEE SHEET NOT INSTALLED
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TRACT M V 6. O5 (OPEN SPACE)
(OPEN SPACE) ___ _..__. __-_
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PROPERTY LINE
10' U77L/TY
EASEMENT (TYP)
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W 8"WATE (G 1
SD
CM \
SSCO
436.07'
8" CNC W=435.22
RIM-437.0 ' can
IE 12" CNC E=433. ' 00
IE 8" CNC SE=433. '
IE 8" CNC SW=433. '
IE 12" CNC W=433. ' NOT INSTALLED
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SEE SHEET PROPOSED STREET
C6, O1 LIGHT (TYP) PROPOSED FINISH
GRADE CONTOUR
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SAWCUT (TYP) Q
81*00
8" WATER MAIN (ASBESTOS CEMENT)
i NE 12TH ST, ev
— SD SD—��D SD -
s ` ---- CM
1-8x8" TEE (FL)
3-8" GATE VAL Vf-5 (FLxM✓)
1-8"x12" REDUCER (M✓)
2-8" LONG BODY TRANSITION
COUPLINGS (8" AC TO 8" DI)
1-8" SLEEI/E (M✓)
W/ CONC BLOCKING
FINAL CONNECTION
BY CITY FORCES
1-8x8" TEE (FL)
3-8" GATE SAL VES (FLxUJ)
1-8"x12" REDUCER (MJ)
2-8" LONG BODY TRANS177ON
COUPLING (8" AC TO 8" DI)
1-8" SLEEVE (M/)
W/ CONC BLOCK/NG
FINAL CONNECTION
BY CITY FORCES
TRACT 0 yl 4
(OPEN SPACE)
(TYP)
3 2 1
I I PROPERTY LINE
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—
PROPOSED FIRE HYDRANT
— — �-
— — -- —
PER C. O.R. STD DTL 310.1,
0
s s• N N
SEE SHEET C6.31. THIS NEW
FIRE HYDRANT WILL BE
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INSTALLED WITH THE CITY
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C/P PROJECT, AND THE
—424_
TOWNS ON 12TH DEI/ELOPER
"
_ °"P— -
W/LL REIMBURSE THE COST
P
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OF THE INSTALLATION BY CITY.
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RIM=426.6S
IE 8" CNC NF=425.78'
EX/STING WA T R METER
TO BE /134NOONED
Z — —426-
42$ IE 12 CN = w w w—
I — IE 12" CNC W=424.44'
EX GROUND
SD c \ so SD G — CONTOUR (TYP)
SD Sp -
�il I --SD
IM=426.41� /
DT E 8" CNC NW=4-25-.-6'
M=427.83' �1'S
E 12" CNC E=424.93'
E 8" CNC SE=425.03'
E 8" CNC SW=425.03'
E 12" CNC W-425.03'
SEE SHEETS C7.02—C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
NOT INSTALLED
8"x6" TEE (M✓xFL)
1-6" GATE VAL VE (FLxUJ)
F/RE HYDRANT ASS'Y
2-8" LONG BODY TRANSITION
COUPLING (8" AC TO 8" DI)
1-8" SLEEI/E (M✓)
W1 CONC BLOCK/NG
M
i
i
79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
w
SURVEYED:
BY OTHERS
DESIGNED:
HOLL/ HE -A VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HE VR/N
BY DATE APPR APPROVED:
HOLL/ HE -A VR/N
SCALE: 1" = 30'
0 15 30 60
SCALE:
VERnCAL• NAVD 1988
AS NOTED HORIZONTAL- NAD 1983/1991 CITY OF
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
i 1 /h M2
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.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EX/STING
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. 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.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425509
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
NE12ST ST
CONSTRUCTION RECORD DRA WINGS
00
0
N
N
V
0
0
0
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
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SHEET: OF:
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