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SP6333 - SP6343
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SP6333 - SP6343
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Last modified
7/8/2024 12:08:52 PM
Creation date
7/28/2023 10:24:22 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Shelton Road Resurfacing
Limits
Escalon-Bellota Road to Waverly Road
Year
2014
Project Engineer
Vincent Li
Roads Worked
Shelton Rd.
Red Lines
Yes
Project #
220045
Supplemental fields
Classification
Record Drawings
Cross Ref
SP6333 - SP6343
Type
Resurfacing
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n <br />a <br />0 <br />n <br />m <br />0.25' AC Overlay - _ X0.25AC Overlay \ _ <br />150'±_ L G \ <br />Construct Earth Swale (See Detail Sht No. 8 C e„ 5 ] vv6� <br />N � ,ar` Const Ac p. Kc CTr pt� 1 <br />µ R& D portion of Existing Landscape µ j <br />EP H�to construct Earth Swale if needed 1 -EP Ca is !S$ 4" <br />Existing ( 6H f^ (t cmj, Ins t N <br />m I I (----E--------�-----jDwy CTYp)I <br />m <br />Ln ^' �i S H E L T 0 N N N N N 161 N <br />7:N 102,E 103 104 N N 157 N) L4 158 W W 160 WN N <br />® - e <br />Fl* <br />lean Existing 24"0 CMP �- <br />See Sht 2 Note No. 12 -EP ' -EP ° 46 <br />Const <br />m� <br />N <br />j <br />13 <br />F <br />N <br />j <br />0 <br />O <br />O <br />M <br />N <br />I <br />9 <br />l= <br />0.25 AC Overlay <br />& Q 802 LF AC -Dike and 3 Overside Drains ��ac� 5"�.IZ" r►r �,� �� w.�'. <br />_' aloe eo&4 w%ke► ant sTA IV+5y m <br />Sta 164+1'5 -to sts 7 #9D� g �o sTA Inn +7y O.. <br />Place 3" thick Shotcrete FR & D Existing Ap`prox, Toe Line Sta 170+98 to Sta 171+18 <br />{- - Overside Drain (Typ) of�SriSotcrete Saw Cut and Remove <br />De' Q1 e� EP ng Surface <br />--- - ---- --- - --- --- —___ a -A- _ - S rf - <br />W. n. __ _ . 'A <br />NW W W <br />164 N w16 w I `= wn? 170 u 171 <br />_m _M <br />D v J EP o(clean Existing 24"0 Pipe Arch <br />M See Sht 2 Note No. 12 <br />Const <br />COiJ1V`l� OF �Alv JOAQiJIN HORIZONTAL SCALE IN FEET r �'v <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Vincent �t <br />12113 �Al" �/�4/�� `�%1� —•-S //s'// <br />172 <br />SH��T®N RDAD RESURFACING <br />(Escalona0ellota Road to Waverly Road) <br />Sheet No. <br />5 of 9 <br />
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