HomeMy WebLinkAboutW-425509TRACT M
(OPEN SPACE)
PROPERTY L/NE —
(TYP)
10' U7IL/TY —
EASEMENT (TYP)
w
79f00 �
8" WATERX(G 1)
CM
11 SScC 1
A CD
RIM=436.07/
IE 8" CNCM-435.22
- z
RIM-437.03' can
IE 12" CNC E=433.6800
IE 8" CNC SE=433.88'
IE 8" CNC SW=433.88'
IE 12" CNC W=433.78'
12" POL YP/GG/NG STA77ON
PER COR STD DTL 300.7,
SEE SHEET C6.32
SEESHEET
C6.05
M
W IJ
W IJ
TRACT N
(OPEN SPACE)
iBL 9 8
12" POLYP/GG/NG STATION
PER COR STD DTL 300.7,
SEE SHEET C6.32
7 6 1 5
PROPOSED SINEFT
•
TRACT ,
n
- ---
OH H
SAWCUT (TYP)
817(00 o -
' 8" WATER MA IN ASBESTOS CEMENT o ?52f
i NE 12TH ST,� ev
V /
SD
SD_�D SD SD
\ CM-- - CM �G
Gv/
X
CUT-& (BY CITY FORCES) CUT -IN: (BY CITY FORCES) 1
80f07.14, 8.47' RT 81f94.14, 1.86' RT
CONNECT TO EX WA TER CONNECT TO EX WA TER I
1-8x8" TEE (FL) 1-8x8" TEE (FL)
3-8" GATE SAL VES (FLxM✓) 3-8" GATE SALVES (FLxUJ) RIM=4263'
1-8"x12" REDUCER (M✓) 1-8"x12" REDUCER (MJ) IE 8" CNC NF=475..78'
2-8" LONG BODY TRANSITION 2-8" LONG BODY TRANS177ON EX/STING WATER METEk
COUPLINGS (8" AC TO 8" DI) COUPLING (8" AC TO 8" DI) TO BE ABA NOONEG
1-8" SLEEI/E (M✓) 1-8" af-f- E (MJ)
W/ CONC BLOCKING W/ CONC BLOCK/NG
FINAL CONNECTION FINAL CONNECTION
BY CITY FORCES BY CITY FORCES
m /
a
2$ I I IE 12 CN774=
IE 12" CNC W=424.44'
PROPOSED F/N/SH
GRADE CONTOUR
I (TYP)
PROPERTY L/NE
BSBL J (T YP) PROPOSED FIRE HYDRANT
PER C. O.R. STD DTL 310.1,
N N SEE SHEET 0631. THIS NEW
FIREHYDRANT W/LL BE
i INSTALLED WITH THE CITY
C/P PROJECT, AND THE
TOWNS ON 12TH Df ELOPER
oP— WILL REIMBURSE THE COST
H _ P OF THE /NSTALLA77ON BY CITY.
- SD
G
SD
SD
X
-- x - -
°
RIM=426.41' /
CUT -IN.• (BY C/TY FORCES)
IE 8" CNC Nw=*2�6'
837L68.75, 1.64' LT
CONNECT TO EX WATER
RIM-427.83' �1'S
8W" TEE )V✓XFL)
IE 12" CNC E=424.93'
1-6" GATE VALVE (FLxUJ)
IE 8" CNC SE-425.03'
FIRE HYDRANT ASS'Y
IE 8" CNC SW=425.03'
IE 12" CNC W-425.03'
2-8" LONG BODY TRANSITION
COUPLING (8" AC TO 8" DI)
1-8" SLEEI/E (M✓)
W/ CONC BLOCK/NG
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
�42E
W W-
EX GROUND
CONTOUR (TYP)
-- ----SD V SD
M
i
i
O o C
N
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
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
I
N
SCALE: 1" = 30'
0 15 30 60
SCALE:
VERTICAL: 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
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 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 REOU/RED 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.
1 0/11/23
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
DEVELOPMENT ENGINEERING
yqi 12/06/2023
WATER UTILITY
}
ABDOUL GAFOUR 11/09/2023
DATE:
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.OS �
NE 12ST ST SH : 56 OF. 93
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