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_ SEC. 3 TWIN. 23 N., R. 5 E.
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rCHECKL FOR C OMPLIANC E. . vSUJ PHASE 11 .Date'`{ -iz -5j
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F 00' 12 UNIT APA1.T7v.:Ja1hTT /
FAMILY BUILDING 11 - d /
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[� FF a 412.00' . RI44 EL = 413.50' . R MS�LMH413.08' GENERAL NO TES
Z dNV EL = 405.271
INV EL = 404'83' 8" OUT
INV EL = 404 93' 6" IN -
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~ ALL WORTS SHALL BE IN ACCORDANCE WITH THE STANDARDS AN SPECIFICATIONS
OF CITY OF RENTON AND APPLICABLE PORTION OF THE LATEST EDITION OF RE
APWA STANDARDS AND SPECIFICATIONS.
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D 111' 08' 02.. . F i4P VAL
%R = 33.00' MINIMUM SLOPE FOR SIDE SEWER IS 2.00% _ BY /. J
L = 64.01'
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROX_PfATE,. AND IT SHALL WA °T�`T. Un�tiY
03 H \ " 1 BE THE CONTRACTOR'S RESPONSIBLITY TO VERIFY THE TRUI AND CORRECT LOCATIONS
5.28.40 1'7 SO AS TO AVOID DAMAGE, OF DISTURBANCE.
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IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY Tr' SECURE ALL NECESSARY
I J PERMITS PRIOR TO STARTING CONSTRUCTION.
STA. 1 +56.26'+ 15, W -2� 7. 'L.. - ;'0n $ 5.10.67 �': �pO ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH WASHINGTON IN'DUSTRAIL
SSMHa2 / _ 1 .00W -2
RIM EL =,41G.02' I STA. 0+15 W- 2,15'LT SAFTY AND HEALTH ACT (WISHA).
INV = 406.07' B "nUT 1 . 158LF 8 "� P S = 2.�8% 758. / SSMH, 1 48"
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INV EL = 808.17' 6 ". N RIM EL = 410.67' INSPECTION WILL BF. ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT '
I INV EL = 403.42' OUT.;
22
s8 C.O. S = Pz� ✓.orc SEw�Q SHALL BE THE CONTRACTOR'S RESPOCSIBILITY TO NOTIFY THE CITY IN ADVANCE
TOPE . = 416.0 I 00 INV EL = 403.57' IN OF BACKFILLING ALL CONSTRUCTION. BACKFILL FOR STREET CROSSINGS SHALL
I.E. = 408.61' \ - 1 I I - BE 5/8" MINUS CRUSHED ROCK. -
• .I. '' ( I INV E 4 .O
O - A / 'Q - BEDDING SHALL BE PEA GRAVEL 6" OVER AND UNDER PIPE.
Z 5 t `.1 I ,Q aM o W Z W Z I _ STREET RESTORATION SHALL BE PER SHT. 2 OF 3 OF STORM DRAINAGE PLANS.
6' /OE S£Wk?iR 5 "� I STA. 4.67, 30' RT
0 1 O pa I 6" PVQC ss CLEAN our
ss C o.
70P EC. - 4/6.0 � � i I � , I� iI PHASE fl NO
1. E. - 4I oo - PRIVATE 8" SIDE SEWER FROM STA 1+12.5
ip — I — TO LOT 2 OF PROPOSED SUNSET PARK
tf I SHORT PLAT IS SHOWN ON SHEET C3A
AS BUILT CITY FILE N0. 10 -3 -4
. STA 4 W-1 --V 040
158. .!
FF a 4/6.00. -- _
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\ W I _ % I w: e NOTE:
APPLICANT SHALL HAVE EXISTING SEWER MAIN TV'D FOR CITYS REVIEW.
IF REPAIR /S REI UIRED, APPLICANT SHALL REPAIR :0 THE SATISFACTION OF
' C\{ THE CITY OF RENTON PRIOR TO TURNING OVER TO THE - CITY.
QI .�_ "_ \ ___ PIPELINE SHALL BE SUCCESSFULLY TESTF_D IN ACCORDANCE WITH CITY OF
' 24 RENTON TESTING CRITERIA IN THE PRESENCE OF A CITY INSPECTOR PRIOR TO
ACCEPTANCE BY THE CITY. _
STA. 3 +78, 43' Rr
I SS CLEAN OUT
12 UNIT AJ 4RTMET'"T � � II 6" PV �I — _ 40, PHASE u
ATr' ULT% BL'l- T)ING 4..
9 FF`a 410.00' ss C. 0. (7 ' �(Eod
Al 70P EL. =4. J,exi' i I.I\.y� r s�eay
1 I AS - QUILT "PLANS WERE PREPARED BY
// =.O' I.E. = 40 .00 I I I RI SE F=
J J OUMA ENG.INNERS FROM FIELD SURVEY «ie
RIM EL- 408.31' T. e�tj\� H.
ICI INV EL
\ ` / -' -- - --- - . .40,O.IS' 8' OUT
SAO. S 7 vO
INV EL 4. IN
4,4 Ss C.o. ffs a
409:$0'
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EX 38.0`± 1 II �® "ti, ® •1
\b af N 813• 48' 21" W 11 Alo 240.20' 409 v,,; -,HL INE 3+37,50
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�RVISIO�NS Er
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JOB No. 647- 001 -901
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DRAWN OT --
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CHECKS; MT
DATE - ,.'ANUARY," 1991.
C5'-OF C/O.. SHEETS