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<br /> Const. I
<br /> R/W I R/W
<br /> ---- ------ -- - Limits of Clearing and Grubbing, Earthwork (Roadway Widening) -- - -- --
<br /> �Ul vr�/ CQrI St.
<br /> R
<br /> I
<br /> 5.5 8' S 12 12' 12' 5' 8' 5.5'
<br /> Sidewalk Parking Bike Lane Traffic Lune Two Way Center Traffic Lone Bike Lane Parking Sidewalk
<br /> Turn Lane
<br /> 8.5' 3.5'
<br /> - - 33.5—_-- 8.s - ►�
<br /> 2' 12'
<br /> �cr, rl jning Detail
<br /> t No. 5 1
<br /> 31 .5' 26-5' L:,�I,t, rl,, -_. � - l
<br /> 1 ' —7,5 Var. 0'- 18' -Vor. 12 5'-31 .5' 25.5' 1 7.5'
<br /> V r. V �-
<br /> �Var 1% 4% o ar.� Vor. 1% 5%.�
<br /> Exi},tu 1g C_ V
<br /> to remurn In Ulu . e x. 11 A _eiFJ✓ Dr �.;,.
<br /> � LxlsGng Po�ernent 1 . 15' �k?'�^t^
<br /> C.G. & S. (Vertical) e.+A.&4
<br /> (Typ.) Refer S.J.Co. 1 .15' A0.17' A.C. Resurfacing ��.t Rig
<br /> Std. Drawing CW-C7 .C. Widening — 1 . 15' *-e- Widening
<br /> Existing Pavement ���/�
<br /> .3" Gwi
<br /> p..�y Ful TYPICAL SECTION
<br /> (Sta. 15+50 to Sta. 16+50)
<br /> t❑ Refer to Variable Surfacing And Planing Detail this sheet.
<br /> TYPICAL SECTION
<br /> (Sto. 3+00 to Sta. 14+50)
<br /> -. I IrfIi _h _ Surtuciij .- ,
<br /> AspTall Concrete Buse
<br /> Outside of pavem ,t
<br /> ent ,Ic soil
<br /> 0 30' Asphalt Concrete (T pe A) -- 0 50' Aspholt Concrete (Type A) backfill compacted t� o action
<br /> A C Miscellaneous Areas (Type 1 ) A Miscellaneous Areas (Type 1 J and surfaced with 7u ied
<br /> 0. 12' A.C. Planing to match site contain,)
<br /> 11 '
<br /> Finished
<br /> �
<br /> 6TYP ) Esnr;y Min 6' Min
<br /> (
<br /> Surface Existing T (TrP )tiFuvernent
<br /> 0. 17' A.C. Overlay ��% /, ij i� Surface
<br /> 77711
<br /> Cant ormo- — - - i•
<br /> 6„ �. Mutur,.,n:
<br /> ---- Asphalt t,on�rete Buse y - ut 9 '0
<br /> Planed f}
<br /> n -
<br /> Existing Surfacing Surface o , O 3 _ U
<br /> C
<br /> - ScleCt irlutC( I:JI
<br /> Full Deptn o - p elot�cr
<br /> Existing Pavement 1
<br /> o l.ontrolled U - o ! cam a,-t It t ;'" M.;,
<br /> Lers, ive
<br /> Limits of Planing ' Density Fill (CDF) Y i. Compost un�t85"/.
<br /> S �/ p 8 DRAWING Cn o �,�n aLlc ./-� _ l�ci st,
<br /> re
<br /> acompact
<br /> -Com ct .n E,.• Max. Lu e. � U U Structure In
<br /> VARIABLE SURFACING AND PLANING DETAIL G
<br /> Relative r. off �,uctan 95% mintmurn ro,j .
<br /> Sto. 3+00 to Sta. 8+08 (Rt.) �. G �, �,, r I 1 r r r , r; n 1 r t..i i Verity --u 30• Sun I g -_ of 957
<br /> ' ' `71 ir'rt^..k in 0.
<br /> 3 Min, U D Mtnl i, ^tri , , - --- 10., Min. 1 V M.n � t- � ,� - 10 Mart
<br /> + 6" Min + _t, M,n_ UMin
<br /> Var, 7,5' OPTIONAL WILSON WAY XING DETAIL WILSON WAY XING ALL LOCATIONS AT SANGUINETTI LA14 -
<br /> N .Y Sidewalk 0' - 5' C.G. & S. (Sta. 1 +16 to Sta. 2+40) (Sta. 1 + 16 to Sta. 2+40) Except Wilson -Woy (Sta. 1 + 16 to Sta. 2+40)
<br /> X0
<br /> G1 ;
<br /> O O
<br /> E � TYPICAL TRENCH DETAILS
<br /> 0 0
<br /> C
<br /> a
<br /> GENERAL NOTES NOTES:
<br /> 1 , All existing trees, shrubs, and fences shall remain in place unless
<br /> 1 Pavement shall be neatly cut to fine prli,i to trench
<br /> otherwise noted on the plans. excavation The Contractor may use wheel, ut
<br /> knife-type ur similar equipment that will produce a
<br /> 4. Water Valves, and Gas Valves shall be odjusted by others utter neat line wt except that all cuts in Wilson WayLV
<br /> Is
<br /> 4" Minor Concrete after completion of the resurfacing project. shall be required to be saw cut. A,
<br /> it
<br /> ? Maximum payrnent width for A C Miscellaneous Areas
<br /> (Type 1 r r Type 2) shall be the outside pipe diameter pit,,,
<br /> ADDITIONAL SIDEWALK DETAIL
<br /> Sta. 2+85 to Sta. 3+50 (Lt.)
<br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATELET TOTAL
<br /> 9/91 - 4 COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION SANGUINETTI LANE IMPROVEMEN I sHEETs
<br /> � � �rd►e �au, �j-�1 � /�q�1r -� ,C ¢� f��r, , ; �i Vol:;y® (Wilson Way to Alpine Ave.) _ 13
<br /> ILE DRAWER I SHEET NO. ACRD REVISIONS DATE
<br /> \som\songuin\typsec
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