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PORTION SE 1 /4 of NW 1 /4, S. 32, T. 24 N, R.5 E, W.M.
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MIN FF-191.00 1 MIN FF=198.00 �F
II t ^ EX FH - VERIFY AND/OR INSTILL 4" PUMPER i iO `
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MON IN �� CONNECTION CITY OF SEA TTLE THREADS WI TH A I P I 1 O
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N. 38TH ST Q Q
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Q STORTZ ADAPTOR, 4" SEATTLE THREAD x 5" 34LF 6" P S INSTALL NEW AM 1
CASE(1/04) �� c� 1 VC, VC. 10 10
STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL S_=29' MIN 1 & SR TAP PER 1
11 CABLE. 1E= �=6" - J (n -CfTY� Tfl'S - - - -" - -
34LF 6 PVC SV
INV EL.=163. 70'-12 .' j
S=29 MIN i% 20% �.
200.80' . __._. ,. N 1 44'00" E U)
MON IN �i- t S B 1 50.00 EX WM 60.00'
CASE (1/04) - 09 .
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CONSTRUCTION CENTERLINE ' N 36 th STR E T 3f� , ' ' PAVING REPAIR & ; 4+00 EP 4+88.27
-�—+- - - - - S 88 5 i 09 ; E ; RESTORA TION'
I u SS- TEE { - - .� - - ' CONSTRUCTION CENTERLINE
11 _ _ �_. _.__ _ _ -
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EP
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0+95-5.3'RT SS
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� Ex SSMH 2+ 72 7- 7 RT
II o o RIM EL=164.89' EXIST. 175'-8" SANITARY EX SS CO " SS CLEAN -OUT
C'' INV EL=151.01-8" SEWER CONC. PIPE, S=15.851 114LF 8 PVC PIPE RIM=200.30
NEW SSMH �Es /,�• CITY OF REN TON MON #266
N S= IJ. 30�'
RIM=186.24 '-8 - W S 1/4 CORNER SEC 32-24-5 LEGAL DESCRIPTION
CITY OF REN TON MON #1886 let 17S• ft IE-77_-$74- 8 "- W EX
SW CORNER SEC 32-24-5 �s /7�,0/ j FOUND 1/8" COPPER PIN IN THE WEST HALF OF TRACT 93 HILLMAN'S LAKE
�— �" 8"—E, NEW EX FH - VERIFY AND/OR INSTALL 4" PUMPER CONCRETE IN CASE 1 04 WASHINGTON GARDEN OF EDEN ADDITION TO THE
FOUND NAIL IN CONCRETE IN EXIST. SEWER /NFORMA TION '�� �L�
CASE(1/04) CONNECTION CITY OF SEA TILE THREADS WITH A INTER JONES AVE NE & NE 28th ST
13 0.9 6' (Cj i FROM C.O.R. PLANS S-142, CUT AND REMOVE EX CLEAN -OUT CONSTRUCT CONNE ADAPTOR, 4" SEA TILE THREAD x 5" CITY OF SEA TTLE, DIVISION NO. 2, ACCORDING TO
AND S-2040, NEW SS MANHOLE & 114 LF NEW PVC SEWER STORTZ, ATTACHED W7H 1/8 STAINLESS STEEL THE PLAT THEREOF, RECORDED IN VOLUME 11 OF
MAIN WITH PAVEMENT RESTORATION. _ CABLE. PLATS. PAGE 64, IN KING COUNTY, WASHINGTON.
S 89°03'54" E 2633.61' (COR) 2633.96' (M)
220 __ ._ _ 220
_ BASIS OF BEARING: N 38th STREET (S88 43'29"E)
BENCHMARK: REN TON MON #341
TOP STEEL PIN IN CONCRETE IN CASE
INTERSECTION OF N 30th STREET &
---- _ PARK AVE N
--- ELEVATION = 201.26' (61.343m)
200 _ _ . __ _ 200
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PROFILE AT CONSTRUCTION / /f= �'
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cENTERLI NO TES:
!� 1. IT SHALL BE THE CON TRA C TORS
3+87— 6.28'R T
3+31.7 6" SVC RESPONSIBILITY TO SECURE ALL NECESSARY
SS CLEAN —OUT
TEE /E=18&!69-iwnf'y RIM=200.30 PERMITS PRIOR TO STARTING CONSTRUCTION.
�' 114LF 8" PVC _PIPE.. �E_ / /ZS "-
_ _ _ ____. �_._ 11-8_____W_._____ ___v_ . _--_-__- __ 2. ALL TRENCH RESTORATION SHALL BE TO THE
180 - , S=13.30� 180 CURREN T Cl TY OF REN TON TRENCH RESTORA TION
AND STREET OVERLAY DETAILS AND
REQUIREMEN TS
2+72.7-7RT CUT AND REMOVE EX GLEAN -OUT CONSTRUCT
EX SS CO __ EW SS MANHOLE &-.114 _LF NEW PVC SEWER _-
c� NEW SSMH MAIN WITH PAVEMENT RESTORATION.'
RIM=186.24
Af17S• -8„_W, Ex
IEr 110,744•o' 1E -8"-E, NEW "AS T NO TE
160 160 "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
EXIST 175'-8" SANITARY SCALE BY CONTRACTOR.
SEWER CONC. PIPE, S=15. 859 1 "-20' HORZ.
1 `10' VERT
)ATUM EIEV
150.00
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0+95-5.3RT
EX SSMH
RIM EL=164.89'
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2+00
N 36th STREET
3+00
4+00
LUA-04-066-SHPL
LND-20-0377
/ N. 40TH ST
EXPIRES 6/22/05
RECOMMENDED
FOR APPROVAL
BY DATE —
B.._.rr DATE ,(/-/s-oy
BY C4- DATE 1� i oy
BY DATE
BY DATE
CANNED MAY 22
DRwrrrRf H0:
85101 SIT.DWG - SAMPSON
SHEET: 1 0' 2
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