HomeMy WebLinkAboutW-425510Lr
10
CUT-1N.• (BY CITY FORCES) 0ti
93+70.55, 19.55' L T
q� �`� CONNECT TO EX WA TER
1-12" TEE (FL)
i 3-12" GATE VAL I/ES (FLxM✓)
`k 0 CONC BLOCKING
-P P "� P
EX. 12" GATE VALVE '
- w
12" POL YP/GGING STATION
PER COR STD PLAN N0. 300.7
93f00
CV /1CCC11TC rD=
N
TOP OF -
SLOPE I I -
(TYP)
15' BUFFER
(Typ)
PROPERTY LINE
(TYP)
EX TREE TO
(� BE SA VED (TYP)
v
370
IF CONNECTION TO THE WATER MAIN IN SUNSET IS MADE
PR/OR TO THE EXTENSION OF THE ONS/TE WA TER,
DEVELOPER SHALL EXTEND THE STUB FROM THE EX MAIN
SOUTH TO A POINT WHERE /T /S OUTS/DE THE ROW.
QF
-6
�� %�����c EX GROUND ��%' R
�G�P���� �`� �v CONTOUR (TYP) �`�\ c�c ��� .
P T,P P r P P r' P P P P P P
12"WATER (G1)
EX 12" WATER MAIN
w w w w w w w w w w w w w w �r w w w
= 32LF 12" DI \19r - -
SEE WA-1 PROFILE, THIS SHEET 3y6\ v'9R\ �9?\
94*00 N.• 187128.9348 .00 96,*, OO��ss � � ss 97400 ss ss � -Ss 98f00 ss � 9�00
L = 3� 1-12'x45° VERI7CAL BEND (Rd) '
i
W/ CONC BLOCK/NG NE SUNSET BL VD i i / PROPOSED STREET
N' 187121. J525 , LIGHT (TYP)
o E.• 1310658.1103 , ' ' i 2" MPEI
1-12 x45° VERTICAL BEND (R✓)
W/ CONC BLOCKING " P
N. 187115.7893
_ _
-E°• 1310654.1044
41
�1-12"x45° INERT/CAL BEND (R✓) - -
-l�W/
CONC BLOCK/NG
416, I \1 ��
N.- 187112.7932 QO
-
\
E' 1310651. 9470
-1-12W5° INERT/CAL BEND (R✓) � -� `
420
422 -
W/ CONC BLOCKING
\
76 -
- . CASING P/PE
PER C. O.R. STD OTL 4>2,
41LF 12" D/
SEE SHEET C5.31
TRACT)
N' 18706J5307
N.• 187096.5146
(STORM DRAINAGE)
E' 1310616.4749
E' 1310640.2254
1-12"x45° VERTICAL BEND (R✓) 1-12"x45° INERT/CAL BEND (R✓)
W/ CONC BLOCKING
W/ CONC BLOCKING
5LF 12" Dl
92+50 93+00 93+50 94+00 94+50
i
95+00 95+50 96+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
�'`•--tee ` `. i�'M 'T �-� �� .. -
-------------
� 420
PROPOSED FINISH
GRADE CONTOUR
(Typ)
390
370
0
96+50
430
420
410
390
71- -_�:
-
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
EX/STING GROUND
® PIPE � (TYP)
\ PROPOSED GRADE
® PIPE f (TYP)
12 x45' VERTICAL BEND (R✓)
W/ CONC BLOCKING
m
PROPOSED 12" D/ WATER
W/ RESTRAINED JOINTS (TYP)
SLOPE ANCHORS ARE REQUIRED ON
WATER MAIN /F GRADE /S A90Vf 209
SEE ANCHOR DETAIL, SHEET C6.32.
V
\ PR POSED
BLOCK WALL
10'
CASING PIPE EX SD
PER COR STD DTL 412, lE 392.60
SEE SHEET C5.31
12"x45° VERTICAL BEND (R✓) y
W/ CONC BLOCKING
EX/STING ELEV.
® P/PE � (TYP) WA 1
PROPOSED ELEV. HOR/Z. SCALE- 1'=30'
® PIPE �' (TYP) VERT. SCALE- 1 "=5'
�1
0+50
1
REVISED PER CITY COMMENTS
MJS
7/26/23
HHH
SURVEYED:
BY OTHERS
SCALE:
AS NOTED
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
ONE INCH
CHECKED:
ROLL/ HEA VR/N
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPRovED: L/ HE l/R/N
ROL
1 +00
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
TRACT H
(CRI77CAL AREA)
SCALE: 1" = 30'
0 15 30 60
f30
420
410
390
1+50
CITY OF
RENTON
Planning/Building/Public Works Dept.
Kt: YImp
WA TER LEGEND
WA TER MAIN
- -
WA TER EASEMENT
--------
WA TERBSBL
EX/STING WATER PIPE
IV] 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
CONS7RUC77ON.
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (M/) 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. t
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
O
0
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425510
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023 '
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
DATE:
TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.09
NE SUNSET BL VD & WA 1 SHEET:
57 OF. 93