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WATERLINE N wl °O
(G2) a I' of I I THE NORTH LINE OF THE S1/2 OF 1" DOMESTIC WATER PN 092305-9061
a iur��l , THE W1/2 OF THE NW1/4 OF THE 6 DOUBLE CHECK TRI 8c L LTD PTSHP ROOF ELEV.
° NW1/4 OF THE NW1/4 OF SEC 9, VALVE ASSEMBLY EXISTING BUILDING
TWP 23N, RNG 5E, W.M. C5' (TYP OF ALL BLDGS) I=371.84' PARTIAL FOOTPRINT
Nm / 8. .54„ °° GATE �� ��� �� �� ' 6" SS 2.0°� MERY
I' I J 30 0' S #5 (TYP)
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I 88_56 4"E 7'
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1+00 WEL 174.62'
In A , ° 1 00 UN &CAP
O1 SIGN' I „ I S L #43 618 oo
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N 2 - BLI FLA GE �FWFR N�Tq 6" S SERVICE, 1. oR 11
5. 5. to TEMP B 0W-0 F R 3.5 ELOW FF
v , N I a. P YPIG STA N P /T
I TY BLDG C) APN 722780-1370
C R STD PLA 300. /
j n N I a. CONC BL CKING •.` REBAR cAP PERRINE
�• ° 4 FI
1 OM W LS 43618
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A N I - / SER CIE (TYP 74 2O ` -
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3 3 N i " Q ` x PARK BENCH
I 1 16 5 1 D MESTIC WA ER I �/ (TYP.) s
.° SERVI E AND MET R / R.R_
A 3 �� Ecn
n a AND OUBLE CHE K � C ECK VALVE ULT / I '
LU&INBIRE OX � I � , _ I I �' COR V ST SSPLAN 3 0.8 f I I � • ,ham_ � (N SEE NOTE 14 HEAT
TELEPHONE
RISER
STREET
SIGN
LUMItAIRE
& BOX
SIGNAL -
JBOX
EPHONE
RISER
SIGNAL
JBOX
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EX 8" SS MAIN
PROFILE SHEET
AND IE (TYP)
..........
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-f - - SANITARY SEWER MAIN
- - - - SANITARY SERVICE LINE
0 CLEANOUT 5
C5.
SANITARY SEWER MANHOLE 48" 2 SEE NOTE #12 THIS SHEET.
C5. C5.
- • • - • • - WATER SERVICE LINE
WATER/FIRE MAIN
}{ H WATER VALVE 6
5.
FIRE HYDRANT 4
5.
5
WATER METER 5
H 11.25' BEND
22.5' BEND
,C-I 45' BEND
-0 90' BEND
L_j WATER CAP
2
# WATER COUPLING 5
►1 WATER REDUCERS
P1 WATER TEE
7
® CONIC THRUST BLOCKING HORIZ
5.
ID FIRE DEPT CONNECTION
19 POST INDICATOR VALVE
NOTES
1. SEE SHEET C1.0 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.
w n-j no, EXISTIc
FOOTF 4. PROVIDE 3' MIN COVER OVER FIRE SERVICE AND FDC LINES.
5. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE SERVICE METER
6 5 1" D ESTIC WAT R ® / ' p�C� 5 II I AND FIRE SERVICE, BACKFLOW PREVENTER, AND FDC LINES PRIOR TO CONSTRUCTION.
C5. C5. SERVIC AND METE ti°OkQ. : ` I 2) 4' d w '�� FDC LINES SHALL HAVE CHECK VALVES INSIDE BLDG.
AND D UBLE CHECK; ; ° • C INU GR E, J I ROOF ELEV.=
LVE AS EMBLY PER \ 339.7 !� H 6. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND
'' :.:' y. I ° POWEF PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC
C R STD LAN 340.8IVI
>..,'; ; i / 3
TYP -S - . L0 r- - - - ° ,,,�v,ER` 212-80-043(9). A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL
G C
o
( 0 BLDG C ) r ' a PERFORM THE INSTALLATION OF THE UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC
z chi.
45' J 6" SS VICE 5 � s � P � I F:F 212-80-043(2).
1 PUBLIC SANITARY
EWER SEMENT - FI E SE IC POC BELO SSM (# FH ' ° 7. LOCATE ALL WATER METER AND DOUBLE CHECK VALVE BOXES FOR DOMESTIC SERVICES OUTSIDE
15' PU LIC M NTENAN
\ ° a OF MAIN DRIVEWAY AISLES AND PROVIDE TRAFFIC RATED LIDS.
Q ACCES G EL PAT / 7 EX FH
' I z I E SANE NO PARK N
- \ 8. SEE SHEETS C5.0 TO C5.2 FOR APPLICABLE DETAILS.
N w_ w_
N 2" WA R W OFF \ _
/� • • / ASSE FO ND REBA BL ( (P3) a FIRE LANE p ARKI\ J w w - 9. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED JOINT RETAINER GLANDS EQUAL TO
w
G w - w MEGALUG SERIES 1100 AND CONCRETE BLOCKING.
SBA N 12" W X FIRE ENO PARKING 10. SURFACE MOUNTED UTILITIES SHOWN ON LANDSCAPE SHEETS PER HEARING EXAMINER CONDITION
OF C NER 50 LF 8" P C SS 12+00 _ � _
-i � �' 12" GV J) N83'55'49"yy ' OF APPROVAL #6.
4'H CHAIN LINK FENCE 127.36' _
Itow" °' CONNECT TO EX 12" I a
_ - 2 WATER MAIN APN 722780-1385 �cARPaRT° 11• AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT OF ALL WORK.
N8 55' 2"W 9.52' - - x - - 1-12" COUPLING 1 STATIONING FOR WATER LINE WORK SHOWN ON WATER LINE PROFILE PLAN SHEET C4.3.
SSMH x x - x C5. VISSER
EXI
STING 12" NIPPLE"'�.im,,,n, 12. SANITARY SEWER MANHOLES SHALL BE PER COR STD DTL 400.2, "SANITARY MANHOLE SHALLOW"
1 I GARAGE FOUND REBAR & CABS' HB MJ EXISTING HOUSE SHOWN ON DETAIL 2, SHEET C5.1, UNLESS NOTED OTHERWISE. SANITARY MANHOLES WITH RIM
APN 092305-9161 PARTIAL SSM LS #43612, 4369-OCKING PARTIAL FOOTPRIF
THE NORTH LINE OF THE SOUTH 75' FOOTPRINT ON SOUTH TO LOWEST INVERT DISTANCE GREATER THAN 7.0' SHALL BE PER COR STD DTL 400.1,
OF THE S1/2 OF THE W1/2 OF THE HSIEH INVESTMENTS 1.1'W oAS�(f111E EX 12" W RED. FIELD "STANDARD SANITARY MANHOLE" SHOWN ON DETAIL 1, SHEET C5.1.
NW1/4 OF THE NW1/4 OF THE NW1/4 SEE SHEET C4.2 FOR LOCATE LINE AND
OF SEC 9, TWP 23N, RNG 5E, W.M. PUBLIC SANITARY SEWER of 13. INDIVIDUAL PRESSURE REDUCING VALVE ASSEMBLIES PER DETAIL 7, SHEET C5.0 SHALL BE
MAIN PROFILE 1 (TYP) GRADE PRIOR TO INSTALLED ON EACH DOMESTIC WATER SERVICE WITHIN EACH TOWNHOME UNIT DOWNSTREAM OF
CONSTRUCTION THE DCVA.
14. CHECK VALVE VAULT TO BE 444 UTILITY VAULT.
S88'55'42"E 319.70'
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ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
NO.
RECORD DRAWINGS
REVISION
4/9/21
SURVEYED: -
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
^PPwim-
1 "-20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
HORIZONTAL- ONN D 1983/11991
DATUM
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15. BLDG B FDC CHECK VALVE LOCATED INSIDE THE BLDG. S-408501
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-408502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
PAGE:
7/29/19
C4.1
OF:
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