HomeMy WebLinkAboutS-178301I T
REVISIONS
SEC. 3 TWN. 23 N., R. 5 E.
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� S Be* 02' 27" E 254.21'
412
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3 '=.20 " — CHECKE
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
z
o °
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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° °Y •"' C /STEPS °�t4� ° \�y
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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
- - •/ i LCI •OF C /O. SHEETS
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