HomeMy WebLinkAboutW-425507Z
ti
O
Z
O
O
v
TRACT M
(OPEN SPACE)
2" BLOW OFF
PER C. O.R. STD DTL 340.1,
SEE SHEET C6.32 (TYP)
EX GROUND
CONTOUR (TYP) �.
8" POL YP/GG/NG
STATION PER COR
STD. PLAN NO.. 300.7
EX TREE
TO BE SA VED
(TYP) Z2
15' BSBL
(Typ)
Em
430
420
410
66 65 1 64 —1— 63
51f77.31, 6.00' RT
1-8" PLUG (M✓)
I 1-2" BLOW -OFF ASS'Y
W/ CONC BLOCKING
/ 12,
50f 49.44, 5.60' RT
1-8"x11.25' BEND (M✓)
W/ CONC BLOCK/NG
62 161 60
WA TER EASEMENT (TYP)
- WA TER B59L (TYP)
RESTRAINED
✓DINT PIPING I
�Eo 53 54 55 56 =
REO� TRACT L
(CRITICAL AREA)
STANDARD 1 " WA TER SERVICE -
PER C.O.R. STD DTL 320.1,
SEE SHEET C6.31 (TYP)
52+50 52+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
SEE SHEET
C6.02
Q
0
e
r f\
57 58 z 59
J9.
10' UT ZITY
EASEMENT (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
51 +50 51 +00 50+50
TRACT)
(STORM DRAINAGE)
49f 95.00, 6.00' RT
1-12x8" TEE (FL)
1-8" GATE VAL Vf (FLxM✓)
2-12" GATE VALVES (FLxUd)
W/ CONC BLOCKING
SEESHEET
C6.01
50+00
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
/
PROPOSED F/NISH
GRADE CONTOUR
(TYP)
1
Eml
430
420
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.
tiF
SG�
SFT
e�L
0
NE 2TH ST
`(EYMAP
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 DEFLECAON 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. EXISTING
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC77VE U77LITY COMPANIES
PRIOR TO CONS7RUC77ON.
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. CONCRE7F THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER
C.O.R. S7D PLAN 340.1.
8. WHERE NEW WA7FR MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARA 17ON.
1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W 425507
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Q1
yqi 12/06/2023
EABO:TTER UTILITY
GAFOUR 11/09/2023
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROF/LE
Row 5
O
O
O
N
N
N
H
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.06
SHEET: OF:
54 93