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RIM EL= 213.21
IE EL= 205.66 (CNTR CHNL)
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202.5'± - 8" ® 3.29% t
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SANITARY SEWER NOTES:
/ 1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
} N ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
x 2. OFFSET DISTANCES AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT
EXIST EDGE OF N SANITARY SEWER STUBS ARE DETERMINED FROM THE EASEMENT CENTER
LINE STATIONING. MINIMUM INVERTS ARE CALCULATED USING A SLOPE OF
N PVM'T -N. SIDE x x x 2% FROM THE SEWER MAIN LINE. ACTUAL LOT INVERT CAN BE HIGHER,
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MIN F.F. EL= 03.5 x x x x x x BUT A 0.5' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND THE WATER LINE,
F, = 2 7 i THE STORM WATER QUALITY FACILITY AND THE STORM LINE IS TO BE MAINTAINED.
Z a M N F.F. EL= 09.3
3 N a a _ 3. UNLESS OTHERWISE INDICATED, ALL SANITARY SEWER STRUCTURES
y �a t� 10 w J I- MIN F F. EL- 15.2 ARE TO BE TYPE 2 -48" AS SHOWN ON SHEET 9.'
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rQl 4. ALL ''TRENCHING AND STREET OVERLAYS SHALL BE PER THE 1CURRENT CITY OF
❑ ti Q ` X WAT SERV -TYP v N o p N I� O 1 ;n 6 RENTON TRENCH RESTORATION AND STREET OVERLAY' REQUIREMENTS.
N g M o Ch 3 w pN onj N �', SEE 'I,DETAIL ON SHEET 5. c) 0 OZ tn 1 00 NN �'t
o c w o o LOZ , + p +N® 26' CCESS & ^o N 5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
NLj II VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
- N w_ UTILI TES ES II ® PRO O$ED 8" ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
F� a 129.1' -8" P.V.C. ® 0.97% a "
a � 3 SSMH #1 PROP. TYPE 2 -48" u N N z�° LINE
I ARY EWE I
U o 2 STA 1 +20.93 3.42'LT SACCESS) R &F 15 WATER I'
�' ° STA 14+64.0'4.1' LT (N. 32ND) R F E M'T 118. - 8" P.V.C. ®s.53%
RIM = 2086 ±(28.,;4 _ F (9 -32�) SEE SHEET 2 FOR UTILITY SEPARATION EXHIBIT
IE 8" IN, OUT ',(EX) 199.1 ±�9gg) - - - - - - -- - - - 01 R &F
(CNTR CHNL)
IE 8° IN (S) 199:0±
oo - -- -- - - -- -- - --
- STA 3 90.4 10' LT
- - - - - - - - - __ -- - _ _ - -- - - -- - MIN IE 212.2
- J (23.0' ® 2.0 %) 5-28*7403
I
° V =p R &F -J 6" SIDE SEWER R F -�
N
II �� R F
® 2.0% MIN -TYP ~
eo 62.4'± - 8" ®3.29% t � % �' R &F TA 3 +91. 7.2' RT
<� _� ��� L MIN IE =21 3
N O O N 0� If; , I 25.6' ® .0 %)
tONN 0N® O N
EX SS MH 1 II ® + II L
RIM EL= 208.50 16' I +w N w- SSMH POP TY E 2 8 "r+� II ' -
IE EL= 196.95 (CNTR CHNL) azOd I z_ STA 2 5 3. )2 Q �' S MH 3 PROP TYPE 2 -48"
00 N RIM E 209 07 zDi
N N rn �.. N S A +68.38' 2 LT
IE 8" I (S), = 20 .45( ) �"� R M E 2161 t219.31> LEGEND
EXIST EDGE OF v
IE' UT,( ) 00.,3 1 9. �.'1%^ 1 8" OUT N = 211.73 2(o.$( ❑I CATCH BASIN
e B PVM'T -S. SIDE ° O' ( )
� u; MIN F.F. EL= 203.1
MI F. . EL= 2 9.5
® MIN F.F. L= 2 3.8 MIN F.F. EL- 215.3 9O SANITARY SEWER MANHOLE
3 3
a (� EX WATER METER' EXISTING FIRE HYDRANT
0 0 ¢ w x - x
EXIST EDGE OF x x x -f EXISTING WATER VALVE
oo oo PVM'T -N. SIDE SEE SHEET 2 'FO
FRONTAGE IMPRO MENTS POWER POLE
0 0 r EX 8" S.S. EXIST. RES. LOCATION
m
3 -✓�- EXISTING STORM LINE
R. W-OA
25' 5 0 0 -SS - EXISTING SEWER LINE
v) N N I
A. JO
-T EXISTING WATER LINEw TO
w EX 12" WAT v=�2
0 o EX WAT METER 90`
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EXPIRES
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w UTIIUTYCLI ES.GIYS COSTLY ND NOTE:
GRAPHIC SCALE RECOMMENDED
ry I I EXISTING UTILITY LOCATIONS R'S R HEREON ARE APPROXIMATE ONLY. FOR APPROVAL.
a� o to ao �o m 1..� IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO. DETERMINE THE
K EXACT VERTICAL AND HORIZONTAL LOCATION. OF ALL EXISTING UNDER- ,
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO BY Z./�4�%
o �p 28477 q ��
before yO LI HEPEIXJENTTATI N IS MADE THAT A NO RESPGNSIB UTY FOR UTILITIES FFSS aNr
IN FF�f ! NOT SHOWN OR', UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. A L
1 Laoh 20 tL Dig. CALL BEFORE YOU DIG: 1 -800- 424 -5555 BY
O EXPIRES 5 -13 -01 /
. p S 1 -T vI1P UNfiS 9DNf8 Ntl D�(E4
z.. MYNAp �% 1$i� UNDERGROUND SERVICE : (USA)
SCANNED FEB 15 2002 /Q r ; ' ' ' "Ire o " C K P3 0! n / SC;'.YIVEG OCT 4 20J
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