HomeMy WebLinkAboutW-425503Z
ti
O
Z
O
O
v
17*25.57, 5.00' RT
1-12" 45° BEND (M✓)
W/ CONC BLOCK/NG
WATER EASEMENT (TYP)
WATER BSBL (TYP)
17f82.17, 5.00' RT SEE SHEET
1-12" TEE (FL) C6 07 221F
3--12" GA TE VAL VE (FLxM✓) 12" DI
1-12"x8" REDUCER (FL) 4-4
71
1-8" GATE VAL VE (FLxUI) 84 p
W/ CONC BLOCKING A -- — — —
85
—
86 3
17*62.51, 5.00' RT 87 r`j I I- °j
12"x6" TEE (M✓xFL) SEE
1-6" GATE VAL VE (FLxM✓)
F/RE HYDRANT ASS'Y SHEET
W/ CONC BLOCKING
C6.07
FIRE HYDRANT ASSEMBL Y
PER C.O.R. STD DTL J10.1,
SEE SHEET C6..31 (TYP)
R
430
420
410
18+50
16*96. 08, 28. 75' L T
1-12" 45° BEND (M✓)
W/ CONC BLOCK/NG
0
I
74 TRACT) y
(STORM DRAINAGE)
� a-
73 1 ► I
72
PROPOSED FINISH
GRADE CONTOUR EX GROUND
(TYP) SEE SHEET C6.09 CONTOUR (TYP)
w
.\� PROPOSED
\ \ 402�.\` STREET LIGHT
(TYP)
W
e P=== PROPERTY LINE ,
(TYP) 1Q4
t� ','O\\
q22 \ — 15f56.32, 5.00 RT
\ IILF 12 DI Q 1-12'X225*BEND (MJ)
— W/ CO/VC BLOCKING >
OEM
69
68 66 63
III 65 I 64
TRACT M 16,142.54, 22.33' L T
(OPEN SPACE) 1-12" 45-BEND (M✓)
W/ CONC BLOCK/NG
16f 15.21, 5.00' RT
1-12" 45° BEND (M✓)
W/ CONC BLOCKING
18+00 17+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/g1
17+00 16+50
/2„ • 15f 11.18, 5.28' RT
\OO D/ — 1-12'x225° BEND (M✓)°
/ W/ CONC BLOCK/NG
TRACT H A
(CRI77CAL AREA)
0—
\ 10' UTILITY
\ � '• � � �
�00EASEMENT
E �,5 (TYP)
NEON c6,01
62, 61 60 MATC EET
E5N
5E
-16f 05.73, 5.00' RT STANDARD 1 " WA TER SERVICE
12"x6" TEE (M✓xFL) PER C.O.R. STD DTL 320.1,
1-6" GATE VAL VE (FLxM✓) SEE SHEET C6.31 (TYP)
F/RE HYDRANT ASS'Y
W/ CONC BLOCK/NG
16+00
1 440
i
PROPOSED ELEV.
F ® ROAD � (TYP)
15+50
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/ HE VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HE VR/N
430 v
W1v, J'
vJ
420
0
V,
vi
4-4
410 Q
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
SCALE: 1" = 30'
0 15 30 60
CITY OF
RENTON
Planning/Building/Public Works Dept.
//: J
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. 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 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 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.
0
0
N
M
N
v
00
0
N
N
Q
V
0
0
0
N
N
1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425503
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
C6.02 �
ROAD A (15+00 -END) SHEET: OF:
50 93