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IGHT TURN ONLY-R3-5
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ECELER.A,TION LANE
LACE BEHIND SIDEWALK
X 4 PENTA, - TREATED
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FRAtvIE RELOCATE
E150 STORM INLET. NEW TOP OF
� � ELEVAT N5:
RIGHT -T/F EL. = IG-90 TOP OF CURB = 1742
L I N D AVE. CHANN E L IZATI ON PLAN
STA. 1 + 55 TO STA. 7+90
NEW PAVEMENT TO
MATCH EXIST.
EX. ASPHALT CONC. PAVEM•T-
CLASS `B' 0.25" MIN.
COM.PAC -\ E D DEPTH
REMOVE 2.0' OF EX\ST
SUBGRADE. 8, COMPACT
ONLY � F DiREC,-- E D gY
C t T`( Ot= RET-4T0N
F_NC}I 1V EER
E )UST. CONC_
SIDEWALK
VARIES Z8'- 39'
REMOVE EXIST CURB VAKIES
GUTTER EACH SIDE p' - 17'
NEW PAVEMENT
TO MA7CN EXIST.
CONT. 2 c/o SLOPE „.
(TYP 1307Vi SIDF_5)
a"A imp
EXIST. - Ex1ST
ASPHALT THE-ATED CRUSHED SURFACE
SASE 0 35 ' MIN. BASE COURSE) O. 30'
COMPACTED DEPTH MIN. COMPACTED DEPTH
LIND AVE STA 0 +09 TO 91 +04
SECTION A�
SCALE NONE C 12
NEW d'
SIDEWALK
eta�Jt��IGGlG� M�ual,�� �o �cla UrIuTy %a,-,�r arta mot;,
LEFT T/F EL. = 1?.1(o TOP OF CURS = 17 co(c
20 RESET EXISTING SAN1T•ARY SEWER MANHOLE_
FRAME AND COVER. EL-E.VATION NEW T/F
EL . - 17.10
3� RESET EXISTING STORM DRAIN MANHOLE
FRAME TO ELEVAT•\ON V1. Cn1 . F F_PL ACE
EX1S7I NCB COVER VVITt- IN\ --ET T`SPE.
® RELOCATE EXISTING LUrAkNAIRE IL- 1 IZ' ARM
M-S-= STP\, 4-+47> 34-.5' RT. TO STA. 4+-25
47. 5' RT. REFER TO DWG. C - 13 7 PE'fAll_ 5
5 %2,
S S S C�/CRE TE
7)'IFICAL CURB 1 GU?7ER 55CT/c /
SCALL 'n/On�E
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SCALE I" = 40> -0" TITLE OFF -SITE IMPROVEMENTS LIND AVE W.0. No. 81-5477
a THE A U STI N CAL BY MAR 2-8 2003
COMPANY DATE 11-08-89 OOCR G. S. A. :,HEFT C -12
CONSULTANTS ARCHITECTS CWD RAK RFf"OP7 " A V IN,
T* 0- fi a 8j?•r' 08-02-90 RECORD DRAWINGS ov_ ENGINEERS CONSTRUCTORS DATE 11- IO-89 _ LOCAT I ON 1601 L I N D AVE. S.W. , R E N TON , WA. tol
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