HomeMy WebLinkAboutW-425505i
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O
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430 \-
420
410
.30f05.00, 10.00' L T
1-12" CROSS (FL)
3-12" GATE VAL Vf-5 (FLxMJ)
TOP OF NUT 428.04
TOP OF NUT 428.03 SEE SHEET C6.01
1-12'x8" REDUCER (FL) 108LF 12" DI
1-8" GA Vf- VAL Vf- (FLxMJ)
TOP OF NUT 428.14
TOP OF NUT 42750
TOP OF SLOPE
(TYP)
TRACTH
I Bs�l PROPOSED FINISH
GRADE CONTOUR
(TYP)
WATER L/NE WITHIN ROW 3 REMOI/ED
WATER SERVICES TO LOTS 38-39 REM01/ED
EX TREE
TO BE SA VfD
TRACT C (Typ)
TRACT G
\ I _ 44 (OPEN SPACE)
W1 CONC BLOCK/NG
173LF 12" DI WA TER BSBL (TYP)
RESTRAINED I
JOINT PIPING II o 1I 45 i I
46 I t / 8" DI WA TER EASEMENT (TYP)
o
WNI INF-� 8)p DI 42
O _ 8„ DI I I PROPERTY L/NE
Qj
, C� 00 s, I t (TYP)
W v fOW 3 N i
t /I 4. m 3" PLUG (MJ)W 75.50, 6.00' L T
1-81 TOP OF PIPE 421.95
30
1\ � 31 32 _ 33 34 35 36 37 I \ '1-2» BLOW -OFF ASS'Y
.W/ CONC BLOCKING
IL- c"Ncl ' - /15 1-8" POLYP/GG/NG STATION
STD PLAN 300.7 PE CORj I
D (M✓) C.O.R.
30f22.01, 9.97' L T 30f36.80, 6.00' L T »
SEE SHEET STANDARD 1 WATER SERVICE EX GROUND
1-22. 1-22.5°BEN
5° BEND NJ) PER STD DTL 320.1, CONTOUR (TYP)
TOP OF PIPE 425.75 C6, 01 TOP OF PIPE EN 425.68 SEE SHEET C6.31 (TYP)
W1 CONC BLOCKING W1 CONC BLOCK/NG
10' UTILITY
EASEMENT (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMA TION.
N
PROPOSED GRADE
q
0 ROAD (TYP) u
hn�
N
ROP 95E9 8" -
WA R (TYP
■
EX/STING GROUND
0 ROAD f (TYP)
-¢009'
PROPOSED ELEV.
® ROAD (Typ) ROW 3 (E ST-WEST
EX/S77NG ELEV. HOR/Z. SCALE. 1 "=30'
0 ROAD �' (TYP) VERT. SCA E. 1 =5'
�
30+00 30+50 31f00 31+50
40
41
42
- ASPHAL T THICKENED EDGE
TO BE ADDED TO END OF ROW 3,
TO DIRECT DRAINAGE TO CB 21
J1*7560 = ROW 3
-EL: 424.58
END ROD IMPROVEMENT
32+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
063
440 440
430 430
420 420
410 410
32+50
:120 •
N
A
SCALE: 1" = 30'
0 15 30 60
h
3�
PROPOSED GRADE
0
0 ROAD f (TYP)
II
3�
n
EX/STING GROUND
oo
GRADE BREAK
n
0 ROAD (TYP)
o
41 f29.55
1.137"
EL: 429.13
1
PROPOSED ELEV.
0 ROAD (TYP)
RO
3 (NORTH -SOUTH)
EX/STING ELEV
HOR/Z. SCALE- 1 "30'
0 ROAD �' (TYP)
INERT. SCALE- 1 "5'
40+00 40+50 41f00
SURVEYED:
BY 07NERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
BY DATE APPR
ROLL/ HE -A l/R/N
SCALE:
AS NOIED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
41 f50
VERTICAL* NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
430
410
42+00
CITY OF
RENTON
Planning/Building/Public Works Dept.
`(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 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. EX/S77NG
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC1TVE UTILITY COMPANIES
PRIOR TO CONSTRUC77ON.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EX/S7TNG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL N077FY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONSTRUC770N.
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-425505
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROW3(E-W&N-S)
O
O
O
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.04
SHEET: OF:
52 93
CONSTRUCTION RECORD DRA WINGS