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— LEGEND <br /> 0.65' Asphalt Concrete Widening <br /> ■ Limits of Asphalt Concrete Pavement Planing <br /> 0.00' Depth of Asphalt Concrete Pavement Planing <br /> 26.60 Gutter FL Elev f /� <br /> +52 Station <br /> 0 Storm Drain Inlet (Type A) <br /> f Storm Drain Inlet (Type B) / / / Sta 5+00 CL Hinkley Avenue //�^, 26.4 Sta 42+76.59 CE East Main Street v/ +01 <br /> Sta 5+00 CL Anteros Avenue = •� . / / �/ / �/ <br /> Sta 36+46.30 CL East Main Street '/ / / / 26.48 <br /> Construct Handicap Ramp +50 <br /> Construct Modified Handicap Ramp 26.72 \ // / 26.65 / / Construct Handicap Ramp <br /> +22 6 A� / / +02 / / Sta. 42+67 Rt. CL Sta 42+21 Lt. <br /> g • Co�ruct Mod' ied Handi�p Ramp E // 26.6 <br /> 26.05 M06 \ / //26.60 ao +52 26.60 t� <br /> / w o // II N w I <br /> / +48 30' RII I <br /> R=12' <br /> E.P. ao r y0 ( / D \ E.P. i N 00 —� 30 R // —i E.P. <br /> 0 0 <br /> — — — — - - - - - - - � <br /> CN <br /> • • N — — — — • /� • N <br /> . io "30' R <br /> / \ Q - - - - - - - - - - - -E.P - - o 0 0 E.P. <br /> E.P. /'•� 25.95 <br /> E.P. \\ i o o <br /> U <br /> \ / A.G . <br /> 26.58 ~ o 0 0 26.75 <br /> /� ° <br /> +92 \\ oo // +48.3 W <br /> /26.52 \ /` �C) � 26.90 <br /> +15 C� to \ // �(�/ 26.65 <br /> LO �/ +02.3OgVY <br /> 26.48 6 <br /> Construct Handicap Ramp (Case C) +21 N Construct Handicap Ramp `' 9 <br /> Sta. 39+96 –"''Refer to S.J. Co. C Sta. 43+31 Rt. �� No. 21258 <br /> td. Dwg. No. R-10A and R-10B for construct Handicap Ramp s 9-30--97 <br /> details. Ramp slopes shall be 6.67 26.78 Sta. 42+85 Lt. <br /> minimum to 8.33% maximum. The Construct Handicap Ramp <br /> requirements of Note No. 11 will not 26.53 CL Sto. 39+57 Lt. +51 Q CAl1F� <br /> apply. +73 <br /> PLAN SCALE PLAN SCALE <br /> 0 10 20 40 0 10 20 40 <br /> ANTEROS AVE . Scale 'n Feet H I N K LEY AVE . Sale in Feet <br /> ao .30 <br /> 30 30 <br /> E <br /> E <br /> o _ A roxl nate Finished Grade ° w <br /> t . . .._ ..... . .... <br /> PP............... ..�.... .... APproxlrl•late ....Frnis.h.e.d... (j...-Grade <br /> ... ... ....... U .... <br /> �) 28 <br /> 28 O .. ...... .. 2828 <br /> ............., . . ...................s .... .. ... .... .. . . ....... .. _ ......... ... .. .. . .. ........... .. .... O . ................................................" _ � ..... ......... ...... ... .. _ ....................................... ... . n <br /> .. <br /> ........... ...... <br /> t t Gutter Profile Lt <br /> r �„` ..� <br /> ...... ... <br /> .......... .. .. . . .. <br /> , a Gutte Grade .lt. ... <br /> Gutter. Grader Rt. •._. �� <br /> -- �=��_-_...,.. ..,,..� Gu#ter grade Rt. <br /> 26 Gutter fil R - - — - - -- — � � 26 <br /> u e Profile t 26 26 <br /> .. ::. ......... . . ... ...... ...... ... .... .. ...... .... ........ .. .. ........ .. ........ ..... .... .. ... .... a:. ........ ...... <br /> " �' <br /> y .. Gutter Grade Gutter <br /> Gutter Grade Rt. � <br /> Gutter Profile Rt. _ Lt. & Rt. Profile <br /> Gutter Grade Lt. <br /> .............. ....... ....... _....... . . ,................_,.................-.... .......: ..... .. ....._. ... ............................................... ..... .. .......... ....... ... .... ... ........... .. <br /> Gutter Profile Lt, <br /> GUtter... rofife...Rt .. �. ....... <br /> o a Existing Profile <br /> 24 �, o 24 24 «3 E o a `o 0 24 <br /> .......:: ....... . .. ........ ........ ........ ....... .. ...... ...... ... ... ........ .. .... ... .... .......... .._ .......... ....... . . ...... ....... ... ..... .. .. ........... ........... ... ...... .... .... ... ................._..... _.... <br /> E o. .... �. .. <br /> E 0 Exlstirig Q Prof le 0 ao o E o N as ui An <br /> a00 <br /> _ ...a..,..a. '+.r.'a. ,�Y..P"•.�.. 4�t�i d 'ti. <br /> ....... _ _.__ +_..... <br /> +p <br /> .. to ...... ....... . .. ... .. .... .............................................. ...... .. . .... _ <br /> _ <br /> 22 <br /> 22 <br /> n. ... .. .o ...............: o <br /> . " ......................................................... .. ........... . . ......... . .... .... ..... ..... ...................... ...... <br /> .. ........... . .. <br /> a <br /> ,U7Tt= EARTH GUTTER GEM / RQ . N <br /> �... �. EdC�:.. ..... TTEE P • __J. s <br /> �- <br /> J��OFIJ E SCALE _,_ � . .._,. . _ . , .... <br /> .. <br /> �ROF�ILE SCALE Curb Gutter and Sidewalknotshown ;on Profile) � ,� ,� . . Curb; Gutter and Sidewalk not shown on -Profile- <br /> i t + . „ <br /> 0! 10 20 40 . ._,... ,., � � <br /> 0 - 10 20 40 _ _ _ Gutter Grade Lt; tic Rt: <br /> ................. : ............ . .. ....... .....:... . ..... .... ..... ... .. .............,.... ... ...... .............. .... ..... ..... ... ... .... . ....... . .... . ........ .......................................................... <br /> H RJ <br /> _ — — _ Gutter :Grade Lt,.::& Rt..;... _,. HO.RJ:Z. .�, . . <br /> HORIZ. <br /> Scale in Feet <br /> l _ Gutter Grade Lt: <br /> Sca e in Feet __ �_ � ':Refer: to Sheet :No. 12 ; <br /> Gutter Grade Lt. <br /> Refer to Sheet No. 12.. p; 1 2 4 <br /> 1) 1 2 4 ;:: _.;. . ... . .:... ... ... ... '.for ...Starrrt D.rarn.__.Defaals..= ' Gutte.r....(;rade.....Rt,... .. <br /> VERT. _.. _. <br /> for Storm Darn Details_ _ _ � Gutter Grade Rt. ; _ _ _ <br /> VERT. Sale irr Feet Direction of surface drainage. SHEET <br /> Scale in Fe t f— Direction of surface drainage. <br /> 4 ,_ 9 _ ,, , _ _ TOTAL <br /> CU. Exc. <br /> YDS. <br /> STA. 4 5 6 4 5 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN SCALE INTERSECTION DETAILS EAST MAIN STREET IMPROVEMENTS NO. SHEETS <br /> Chad Gamble 9/96 <br /> AS SHOWN ANTEROS AVE. TO DEL MAR AVE. 6 20 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> e:\pete\e_main\miscprf6 <br /> J <br />