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REVISIONS
SEC. 3 TWN. 23 N., R. 5 E.
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D FOR COMPLIANC E
SS CLEAN OUT CI STANDARDS
-
_ PHASE I/ TO / °
ate
44 112' y 411 Date -1 -Y/ I
; 2 UNIT A11A1tT1V. EI\TT
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FAMILY BUILDING li - - -- � �
FF = 4/200' RI Co RI SE MH c TES
z RIM EL = 405.27 INV EL - 413.08' GENERAL NO / L �7
Zi INY EL = 405.27'. INV EL - 404.83' 8" OUT
A \�Wyy _ ( INV EL 404:93'6" IN
(.1,•A , ALL WORTS E::ALL BE IN ACCORDANCE WITH THE STANDARDS AN SPECIFICATIONS
OF CITY OF RENTOA AND APPLICABLE PORTION OF THE LATEST EDITION OF RE M D
L - 1II' 08. 02" APWA STANDARDS AND SPECIFICATIONS.., F AP VAL
®R = 33.00' MINIMUM SLOPE FOR SIDE SEWER IS 2.00%
L = 64.01' BY !� 7 !"
yyFj ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE,, AND IT SHALL WnSrE.w4r Ur,iN !7
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BE THE CONTRACTOR'S RESPONSIBLITY TO VERIFY THE TRUE AND CORRECT LOCATIONS e
M q S7A +28.90 17 SO AS TO AVOID DAMAGL OF DISTURBANCE. LJ 1
f0. ASE "�AA
/ N CASE
/ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY /
r I `O /v PERMITS PRIOR TO STARTING CONSTRUCTION. l Z
�S STA. 1+56.26 -- 15, W =2! 'L. n S7 5.10.67 �': 410 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH WASHINGTON INDUSTRAIL
SS MH -_2 1 _ .00 W -2 !
W RIM EL = '41602' _ STA. 0.15 W -2, SAFTY AND HEALTH ACT WISHA -
INV EIL - .408 07' 8 " _0UT 1 158LF 8"A P S = 2,68% 158. I I I I, SS MH, 1 48" - `'�•
INV EL 08.17'6" N .. 75' RIM El: 410.67' INSPECTION WILL BF ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT �l
22 - - INV EL 403- 42' :OUT_
! SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY IN ADVANCE
M SS CO. S = y0' - \ Pz parr SEWF.P I 5'. 00 INV EL - 403.52' IN r
TOP E. =4/6.0 I— � '� g. " OF BACKFILLING ALL CONSTRU +.TZON. BACKFLLL FOR STREET CROSSINGS SHALL it
I.E. 408.61' I� "" BE 5/8" MINUS CRUSHED ROCK.
• I f I INV E 4 L04
Q z A Z X / BEDDING SHALL BE PEA GRAVEL 6" OVER AND UNDER PIPE. L
2 5 f !1 +Q aM o jxj. w STREET RESTORATION SHALL BE PER SHT. 2 OF 3 OF STORM DRAINAGE PLANS. - ` _ r�
h e �
4
\ 6= 1 STA. 4.67, 30' RT 1 11
0 a 6 P V!If, SS CLEAN OUT ,`
SS PHASE 11
70P EL. - 4/6.0 LLLIII I (� II NOTE-
R
i LE = al oo -- PRIVATES" SIDE SEWER FROM STA 1 +12.5
A TO LOT 2 OF PROPOSED SUNSET PARK
Ic� SHORT PLAT IS SHOWN ON SHEET C3A
AS BUILT CITY FILE NO. I0-3 -4 •y
I STA 40 W-1 ��q
FF 41600' I vJ
o \\ I
I ) L-.1. f�w NOTE-
APPLICANT SHALL HAVE EXISTING SEWER MAIN TV'O FOR CITY'S REVIEW.
di H I I / REPAIR APPLICANT SHALL REPAIR THE SATISFACTION OF
I TO TURNING OVER TO THE CITY.
(1� - _ ' PIPEL /NE SHALL BE SUCCESSFULLY TESTED IN ACCORDANCE WI'N CITY OF
i I - 2 °' I 24/ �_- I ;� • RENTON TESTING CRITERIA IN THE PRESENCE OF A CITY INSPECTOR PRIOR TO
I O
I 4 v ACCEPTANCE BY THE CITY.
0
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AZO STA. 3.78, 43' RT
I / l 40 �, SS CLEAN OUT JOb .10. 647 -00/ 90/
12 ADULT'' BT-1-1 ) GE P.,T - i 6^ pV j-- = PHASE ll ' 7.
- / 400
I _
1I B'S. S. SEE /J rE DC- `!r.�:LD MT _
/ F.F = 410.00• 7 <./F¢Eod DRAWN n7
At9 _
SS CO. � AS - BUILT PLANS WERE PREPARED BY - "
/ TOP EL. -4;J w COMP.
/ J:. O' I.E. / I II 7� IEx -SSMH TOUMA ENGINNERS FROM A FIELD SURVEY. .•�`H•••., - - --
/ / f RIM EL = 408 31' e R �. a CHEC E, UA UT
—
/ 3L 6 "AVC 'i ! INV EL =,400.16' 8" OUT m°J�X• "'°"
/• — ', I INV EL =' 400.26' 8" IN • O. F, ,L.'• ° ° K
DATE JANUARY.- /59/.
A / / SOPEL. 4 -•.O
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t a p\� a \F ' Iv 68. 46' 21" w All Aio 240.20' 409 v,.--•TJ:HL 1NE 3+37-50
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_ SEC. 3 TWIN. 23 N., R. 5 E.
S 88. 02'27" G 2-554.21'
412
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H E- v ry
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°' ss CLEAN our , >— '?o �r
rCHECKL FOR C OMPLIANC E. . vSUJ PHASE 11 .Date'`{ -iz -5j
F o an Date I o
k
lit' iq 6 Da -._. -Tt u
F 00' 12 UNIT APA1.T7v.:Ja1hTT /
FAMILY BUILDING 11 - d /
J
[� 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 -
Zi
~ 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.
cv
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.
Flo.
N CASE
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"
W n
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. -- _
I
o Z
\ 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'
/J I e
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 --
comr. _ -- _
CHECKS; MT
DATE - ,.'ANUARY," 1991.
C5'-OF C/O.. SHEETS