HomeMy WebLinkAboutR-408535z C7
WATERLINE w�I
l I O I N i A
(G2) a I' of I THE NORTH LINE OF THE S1/2 OF 1" DOMESTIC WATER PN 092305-9061
THE W1/2 OF THE NW1/4 OF THE 6 DOUBLE CHECK TRI & L LTD PTSHP ROOF ELEV.
° NW1/4 OF THE NW1/4 OF SEC 9, VALVE ASSEMBLY EXISTING BUILDING
TWP 23N, RING 5E, W.M. C5.=371.84' PARTIAL FOOTPRINT
o (TYP OF ALL BLDGS) I a . 6" SS 2.0% r1ERY8° 54" GATE
30 0' S #5 (TYP) ---'
I s 1 88°56' 4'E 7'- - - - -------------
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W I WEL NDOW 1- -
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° A A ° _ 1+00 1 00 UN &CAP
N ; I I S L #43 618 bo
SIGN i 2" C OSS S p RT
m I 3 2 - BLI FLA GE SFWE e�� q 6" S SERVICE,1 oR
5. 5. "TEMP BOW-0 F R NET
P PIG STATION P R 3.5 EL FF
LL� N a TY BLDG C) APN 722780-1370
C R STD PLAN 300. /
I m I I CONICBL CKING REBAR
4 FIRE HY ANT cAP PERRINE
LL W 1" OM W LS 43618
S
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A N - •% ER CE (TYP 74 of 2OF .
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SERDVI EEAND METER I / _ / / (TYP.) - s R.R_TI ALL
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° p 3 II N a AND OUBLE CHE K / C ECK VALVE ULT / I
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VAL
TELEPHONE
RISER
STREET
SIGN
LUMI�AIRE
& JBOX
FIRE -
HYDRANT
SIGNAL -
JBOX
EPHONE
RISER
SIGNAL
JBOX
OF SEC 9, TWP 23N RNG 5E, W.M. PUBLIC SANITARY SEWER
MAIN PROFILE 1 (TYP)
EX 8" SS MAIN
PROFILE SHEET
I AND IE (TYP)
S88°55'42"E 319.70'
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co erra
ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
2 DO
RECORD DRAWINGS
REVISION
4/9/21
SURVEYED:
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
2 WATER MAIN
C5. 1-12" COUPLING
12" NIPPLE
FOUND REBAR & CA45' HB MJ
SSM LS #43612, 436BLOCKING
ON SOUTH
oC E EX 12" W
1.1'w AS UIRED. FIELD
LOCATE LINE AND
GRADE PRIOR TO
CONSTRUCTION
1988
1 »=20' HORIZO TAL• NAD NAVD1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
EXISTI
FOOTP
ROOF ELEV.=
H
POWEF
METER
a
d
�\AC�ARPdCARPOf�.T
APN 722780-1385 j..
VISSER \
EXISTING HOUSE
PARTIAL FOOTPRI�
-f - - SANITARY SEWER MAIN
- - - - SANITARY SERVICE LINE
e CLEANOUT 5
C5.
SANITARY SEWER MANHOLE 48" 2 SEE NOTE #12 THIS SHEET.
C5. C500110
- - - WATER SERVICE LINE
WATER/FIRE MAIN
x H WATER VALVE 6
C5.
FIRE HYDRANT 4
C5.
5
61 WATER METER C5.
H 11.25° BEND
�- 22.5` BEND
45- BEND
rl 90- BEND
WATER CAP
# WATER COUPLING 2
C5.
001 WATER REDUCERS
IZI WATER TEE
7
® CONC THRUST BLOCKING HORIZ C5.
FIRE DEPT CONNECTION
9 POST INDICATOR VALVE
NOTES
1. SEE SHEET 01.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND
GENERAL SANITARY SEWER NOTES.
2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND
REQUIREMENTS.
3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON
STANDARD 406.2.
4. PROVIDE 3' MIN COVER OVER FIRE SERVICE AND FDC LINES.
5. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE SERVICE METER
AND FIRE SERVICE, BACKFLOW PREVENTER, AND FDC LINES PRIOR TO CONSTRUCTION.
FDC LINES SHALL HAVE CHECK VALVES INSIDE BLDG.
6. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND
PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC
212-80-043(9). A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL
PERFORM THE INSTALLATION OF THE UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC
212-80-043(2).
7. LOCATE ALL WATER METER AND DOUBLE CHECK VALVE BOXES FOR DOMESTIC SERVICES OUTSIDE
OF MAIN DRIVEWAY AISLES AND PROVIDE TRAFFIC RATED LIDS.
8. SEE SHEETS C5.0 TO C5.2 FOR APPLICABLE DETAILS.
9. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED JOINT RETAINER GLANDS EQUAL TO
MEGALUG SERIES 1100 AND CONCRETE BLOCKING.
10. SURFACE MOUNTED UTILITIES SHOWN ON LANDSCAPE SHEETS PER HEARING EXAMINER CONDITION
OF APPROVAL #6.
11. AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT OF ALL WORK.
STATIONING FOR WATER LINE WORK SHOWN ON WATER LINE PROFILE PLAN SHEET C4.3.
12. SANITARY SEWER MANHOLES SHALL BE PER COR STD DTL 400.2, "SANITARY MANHOLE SHALLOW"
SHOWN ON DETAIL 2, SHEET C5.1, UNLESS NOTED OTHERWISE. SANITARY MANHOLES WITH RIM
TO LOWEST INVERT DISTANCE GREATER THAN 7.0' SHALL BE PER COR STD DTL 400.1,
"STANDARD SANITARY MANHOLE" SHOWN ON DETAIL 1, SHEET C5.1.
13. INDIVIDUAL PRESSURE REDUCING VALVE ASSEMBLIES PER DETAIL 7, SHEET C5.0 SHALL BE
INSTALLED ON EACH DOMESTIC WATER SERVICE WITHIN EACH TOWNHOME UNIT DOWNSTREAM OF
THE DCVA. Q r�
14. CHECK VALVE VAULT TO BE 444 UTILITY VAULT. R-408535
15. BLDG B FDC CHECK VALVE LOCATED INSIDE THE BLDG. S-408504
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
RENTON
Planning/Building/Public Works Dept.
W-408503
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
COMPOSITE UTILITY PLAN
7/29/19
PAGE:
DRAWING NO:
C4.1
SHEEP: OF:
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