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I <br />1Q .�-�. �V v v � v � � � CONFORM <br />..�...(tt.. <br />"M" 53+49.80 EP, 29.91' LT xP "M" 53+80.71 EP, 30.02' LT <br />it <br />R=30' R=20M" 55+37.01, 6.00' RT <br />� <br />"M" 53+26.35 EP, 17.00' LT "M" 53+98.54 EP, 17,00' LT CROWN ANGLE POINT SSJID CANAL <br />BEGIN DRIVEWAY END DRIVEWAY <br />TICE CLTICE <br />— _ — — — — <br />r �*- �. ,., .,. — _ _. u -- _ <br />CL x - _.. ._ �. Vie" _ . �._ V~i <br />a _ <br />— iLINEy— — +00 57+00 --� Z <br />�i 51 +00 I 52+00 "M" 53+00—N00°52' 17 W 54+00 I 55+00 I 56 56+00 59+00 60+00 61 +00 , „ I I � <br />lad_.._ —. _. _._._ _.!._._ _ __._._._._._._._._._._._._._._._._._._._._ _._ _ _._._------_._"_._._._._._ _ <br />. _ . _ ...... ,,.,.........mac . �- ,.�.�..�. ..- . N <br />— — __ — — — — — - NT -- _ M H E N RY Ave <br />— -. . <br />: CROWN C <br />Fb <br />R/W _ _ _.,.. _ _. _ _ ,. "° — SAWC UT LINE, <br />"M" 55+25.77 EP, 29.41' RT`-F �` SEE NOTE 4 <br />x x END TRANSITION � � M 55+69.41 EP, 29.00 RT <br />END DRIVEWAY 2 <br />BEGIN DRIVEWAY 2 <br />?� <br />1� <br />McHenry Ave Corridor Improvement Project l <br />DRIVEWAY 2,4 CD x <br />r' <br />A 'BUILT SEE Const DETAILS, NOTES: <br />DWG. CD-4 I <br />Resident Engineer - Mauricio Rivera, P.E. j k 1, SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS. <br />Revisions By ►-- 9/28/2021 <br />I 2 � <br />PLAN <br />McHENRY AVENUE <br />150 <br />140 <br />E 130 :.:.:. <br />a _ <br />LO <br />o �I <br />�D <br />NN `. <br />120 (L <br />Cn <br />W <br />Z <br />I 110 <br />a <br />a <br />I <br />o � <br />v+ <br />c <br />r- <br />0 <br />3 100 a� <br />c0 - <br />0 <br />u <br />2 <br />C <br />c <br />0 <br />V <br />BY DATE SCALE <br />SL 05/17/16 <br />HORIZONTAL: 1 "=40' <br />VERTICAL: <br />1 "= 8' <br />0 <br />I I I <br />INCHES <br />0 ,I 11 3I 4I <br />_ - MILLIMETERS <br />55++00 <br />56+00 <br />PREPARED BY <br />DATE <br />DRAWN. F. <br />DeMARCO <br />09-29-16�Lmt.O,m <br />DESIGNED: R. <br />GIBSON <br />09-29-16 <br />TECHNICAL SERVICES, INC. <br />z K. <br />OAKS <br />09-29-16 <br />2020 L STREET; SUITE 300 <br />CHECKED: <br />SACRAMENTO, CA 95811 <br />5I APPROVED: T. <br />BARNARD <br />09-29-16 <br />T 916.414.5800 F 916.414.1557 <br />2. FROM THE CENTERLINE, DIMENSIONS / OFFSETS AND ELEVATIONS ARE MEASURED TO THE <br />EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. <br />3. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, SEE COUNTY OFFICE. <br />4. FOR SAWCUT AND ROADWAY DEMOLITION INFORMATION, SEE DEMOLITION PLANS. <br />5. HOLD ADJACENT SWALES BACK 5' FROM DRIVEWAY. <br />58+00 50+00 80+00 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />a1+00 <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />PLAN AND PROFILE <br />"M" STA 50+50 TO STA 61 +50 <br />150 <br />140 <br />130 <br />120 <br />110 <br />DRAWING <br />F PP-3 <br />or--F;ASHO J. GIBSON % Z <br />OF <br />No. C70999 <br />1, ExP. 06-30--17 ,* PP-9 <br />7� �•09 <br />0 <br />Cl V Sr- •'* SHEET <br />f9r� Of CAU���`�\� <br />22 of 176 <br />FILE NO_ <br />