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F' <br /> U o <br /> o <br /> Gj N <br /> Ep. <br /> �X`g��n9 -rye <br /> o <br /> DI <br /> j Clean existing , <br /> o Slurry 3 corrugated metal 1ST <br /> y ry Seal t •110' k pipe culvert. <br /> in in line with lip <br /> W of gutter. O o s W g2 <br /> (A J ^ / (J1 c <br /> 'S, <br /> 00 MH. <br /> Existing C.G.& SN " � <br /> M <br /> 00 o to remain <br /> Existing C.G.& S. <br /> MAINSTRemain. N I • <br /> Jill <br /> �N TELE <br /> � �w <br /> H <br /> Q30't G.do <br /> -W- 1111118, - - <br /> -S- ;o a x <br /> \ • • g0 RIw O N <br /> — ._ s <br /> MH <br /> \ � i0 G N <br /> j \\ ■3 47 11' <br /> O \ \ 48 <br /> 28'fD- - 21' 49 Sta. 49+31-30 (main St.)= <br /> \ -G- p Sta. 0+00 (Oro Ave.) 4, ,G- GUY WIRES <br /> I� ►ly END OF PROJECT <br /> 4' G ---- — „ . Remove exist. C.& G.� <br /> Existing Place 50 L.F. T e A Hi h Dike / 'A <br /> E.P. YP 9 1 Place 38 L.F. Type A Curb, <br /> • nd Gutter. See Curb Ramp Rt _ <br /> O Place 50 L.F. Type "C'� Low Dike 4' �g� // Detail Below. Remove ex ist ng SDI. <br /> E P See S.P. No. IN // <br /> W Extend existing 12"0RCP <br /> 4 L.F. Install Type 1 curb LEGEND <br /> R/W � f I inlet catchbasin. Relocate <br /> 3 3'—�I I� TYP• .., ., `3 . 1 i G Frame and Grate. <br /> r � ................�..,,., �� ����� ���' "�"'�"' � 4 Top of Grate Elev.=27.07 ''' ;x; Limits of Slurry Seal. <br /> , , <br /> m Remove Existing SDI. Existin Water ( ; See S.J.Co. Std. No. D-13 0.00' Depth of Asphalt Concrete Pavement Planing <br /> g , a for details. <br /> LO Extend Existing 12"0 RCP Meter Eo be Sta.49+02 Rt - Remove existing SDI � ��� �;, ° ■ Limits of Asphalt Concrete Pavement Planing <br /> 0 4 L.F. Install 18"0 Storm Relocated by others. Extend existing 12"0 RCP 3 L.F. Install Type 1 curb o <br /> Drain Inlet (30'Rt.). See S.J.Co. inlet catchbasin and Relocate Frame and Grate. Top of ?y, \ gi a, Extend Type "A" Curb ® Limits of Roadway Widening <br /> c Exist. C.&G. <br /> o Std. No. D-15 for Details. Grate Elev.=27.10 . and Gutter 30 L.F. <br /> d N Relocate Frame and Grate. . to remain. G 0.30' Asphalt Concrete Miscellaneous Areas <br /> m � 10 o S.J. Co. Std. No. R-6. © P ( <br /> Existing gasoline pumps \ N See Curb Ramp Detail below. <br /> and sign to remain in place. <br /> 0 <br /> 100 6141 <br /> EP UNDERGROUND UTILITIES LEGEND <br /> BEGINNING 0 F PROJECT a Existing Telephone Pole to be relocated by others. <br /> 3 r `� Existing Water Valve Frame and Cover <br /> o t �P, W to be adjusted to grade by others. <br /> 9°o m Ex�e \� 16,\ R' I>< Existing Water Valve to remain in place. <br /> 6' 4' 6' v p \ \ � t -W- Water (California Water Service) <br /> Top of Curb w \ -G- High Pressure Gas Main (P.G.&E.) <br /> oR'w N `g� �P• -D- Storm Drain (S.J. County) <br /> O EX -S- Sanitary Sewer (City of Stockton) <br /> Flowline Seo\ -T- Telephone Conduit (Pacific Bell) <br /> CURB RAMP DETAIL Ex9ti EP 1�'� 16� 50- <br /> NO <br /> -NO SCALE ti <br /> Lr <br /> Existing Gutter Grade (Rt.) <br /> cicc I I <br /> Existing Gutter Grade (Rt.) CS L <br /> 28.0 <br /> 28.0 CScc <br /> Iu <br /> rl <br /> o w — n'S �� <br /> -0.25 <br /> I — +W 0.23% <br /> +�rj4°Je '� Ncc <br /> �ya�° <br /> 0 14% <br /> i 27.0 Z <br /> 27.0 <br /> Finished Gutter Grade (Rt.) �� 2� Finished Gutter Grade (Rt. W <br /> I z <br /> 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51 +00 51 +50 52+00 <br /> V) 4 PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE HORIZ. , 1 " = 20' MAIN STREET AND ORO AVENUE SHEET TOTAL <br /> CD <br /> DRAWN BY DATE <br /> COUNTY OF SAN JOAQUIN PROFILE SCALE. N0. SHEETS <br /> ncVlr''p X93 ¢/93 ��� 4 .3 VERT. , 2" — 1 ' TRAFFIC SIGNAL MODIFICATION 3 6 °° <br /> K9," V wt�e 4/93 �,, <br /> FILE NAME DRAWER ISFEET N0. ACAD <br /> C:\Main-Or <br />