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TRACT M
(OPEN SPACE)
2" BLOW OFF
PER C. O.R. STD DTL 340.1,
SEE SHEET C6.32 (TYP) 66
EX GROUND
CONTOUR (TYP) �.
8" POL YP/GG/NG I N I
STATION PER COR °
STD. PLAN NO.. 300.7
EX TREE
TO BE SA I/ED
(TYP) Z2
\ e a
15' BSBL
Em
430
420
410
65 � 64 � 63
51f77.31, 6.00' RT
1-8" PLUG (M✓)
1-2" BLOW -OFF ASS'Y
W/ CONC BLOCKING
u
91=11�311119
50*49.44, 5.60' RT
1-8"x11.25' BEND (M✓)
W/ CONC BLOCK/NG
62 61 60�0
WA TER EASEMENT (TYP) \
WATER BSBL (TYP) \\r4'2
(TYP) .
RESTRAINED
JOINT PIPING
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TRACT L - �1 �053� 54 55 56
R (CRI T/CAL 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
w
51 +50
i Lllmv®II�
mm
SEESHEET
C6.02
Q\ 0
58 59 E
10' U7/L/TY
EASEMENT (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
N.11207im •
51 +00
50+50
TRACT)
(STORM DRAINAGE)
49f 95.00, 6.00' RT
1-12x8" TEE (FL)
1-8" GATE VAL Vf (FLxU I)
TOP OF NUT 424.20
2-12" GATE VALVES (FLxUd)
TOP OF NUT 424.78
TOP OF NUT 424.91
W/ CONC BLOCKING
GRADE CONTOUR
(TYP)
SEESHEET
C6.01
50+00
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY DATE APPR APPROVED:
ROLL/ HEA VR/N
Eml
430
420
1
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.
0
`(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
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 U77L/17ES 24 HOURS PRIOR TO
CONSTRUCTON.
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 340.1.
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
,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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
Row 5
CONSTRUCTION RECORD DRA WINGS
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DATE:
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0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.06
SHEET: OF:
54 93