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McHENRY Ave--'-- <br />GB <br />1 rl�"M* <br />"M" 55+69.41 EC. 29.00' RT <br />!M" 55+ .77 9.41' Rl - --�END DWY <br />BEGIN DWY •� .�EIev=117.29 <br />EIev= i 17.34 � `� <br />°L=1 <br />55+54.40 BC, 43,77' RT <br />r17.15 <br />"kill 55+41,31 C 44.6 'RT �4. 4 . ' - <br />Elev=116.66E (' 40. 4 83 RT <br />Elev=117.15E <br />CONFORM TO Exist TJ � <br />CONFORM TO Exist' <br />1 <br />DRIVEWAY 2 DETAIL <br />\ r , <br />McHENRY Ave <br />"kill 70+99.21 BC, 29.00' R 7 8 _ -" <br />BEGIN DWY I FND-_D�r <br />Elev 119.58 /// Elev=119.77 <br />M 71 +14.21 EC. 44.00 RT �., - 6. 1 C. 44.00 RT <br />Elev=116.66 i Elev=116.85 <br />•�� � nn ram-+ <br />*Mn 71 +�21. 45.00' RT <br />"M" 71 +14.21, 43.L^' ,/ Elev=1 i a.8v- <br />.t <br />f. EIev=1 i o.Uv- CONFORM TO Exist <br />CONFORM TO Exist -- <br />r II f f � � �, .�• �r.r r..�rr w <br />X { J , <br />DRIVEWAY 5 DETAIL <br />c 1 <br />X al <br />�i <br />"M" 80+5� .05. 30.63' LT <br />Elev=116.74f <br />CONFORM TO Exist <br />`wMw $Q+68.52 BC. 30.58' i'_ <br />--� Elev=116.63f <br />} CONFORM TO Exist <br />McHENRY Ave <br />N <br />r <br />r "kill 61 +9-,49 �C9.0�`` °T <br />BEGIN DWY <br />EIev=117.16 GB <br />/' <br />l /_I�a o " " .1 9 00' M 62+38 3 �C. 2 RT <br />END DWY <br />EI v=11-7.i2 <br />I \J' <br />t <br />"M" 62+12.49 C. 43.81' RT t "kill 63.13 BC. 43.79' RT <br />EIev=i 16�9 X EIev=116.73E <br />CONFOR" Exist CONFORM TO Exist <br />DRIVEWAY 3 DETAIL <br />r <br />."j <br />"M" 78+ 19.23 BC. 29 <br />BEGIN DWY <br />EIev=116.91 <br />CCo 024 - Sheet 6 <br />McHENRY Ave �,..■�--(j �""�� <br />iZ <br />64+42.57 ,Eta. 29.00 RT <br />BEGIN DWY <br />Elev-�117.34 GB <br />M" 6 +57.44 EC..42 04' RT <br />/ EIev= 16.40 <br />"M" 64+57.63. 43-49' RT <br />EIev=116.48E <br />CONFORM TO Exist <br />McHENRY Ave <br />--78+65.62-EC.-2"O -R ' <br />-DWY Q ,,j <br />=116.96 # BEGIN DW <br />w w = "M" 78+50.63 QC. 43.57' RT <br />M 78+3 .22 , EC. 43.59 RT <br />7 <br />Elev=116.66± Elev=116.36t <br />CONFORM TO Exist CONFORM TO Exist <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Revisions By - 9/28/2021 <br />I ► �► <br />Elev=117.1 <br />evz <br />Q i ONI <br />DRIVEWAY <br />1-1 <br />7 AND 8 DETAIL <br />/wM'* 64.+92 42 EC. 29.00' RT <br />END DWY <br />Elev= 17.32 <br />--� 77.47. 0' RT <br />- - ` - - EIev=116.40- - - - <br />"M" 64+77.42. 43.47' RT <br />Elev=`!),6:44t <br />CO�IFORM TO Exist <br />DRIVEWAY 4 DETAIL <br />N <br />79+73.03 Eta. 29.00'r'RT -� <br />END' DWY <br />Elev=117.04 X (7) <br />GB <br />"M" 79+58.03 BC. 43:-gT RT <br />Elev=116.30 <br />Q �1 "M" 79+58 O03 BC. 44.03' RT <br />EIev=116130E <br />Q-� CONFORM TO Exist <br />CURVE DATA <br />No. <br />R <br />A <br />T <br />L <br />No. <br />R <br />A <br />T <br />L <br />Q <br />15.00' <br />92.57'07" <br />15.79' <br />24.33' <br />Q <br />15.00' <br />88.25'06" - <br />14.59' <br />23.15' <br />04 ��' Q <br />15.00' <br />89.07'43" <br />14.77' <br />24.33' <br />10 <br />15,00' <br />88`22' 19" <br />14.58' <br />23.14' <br />/ Q <br />15.00' <br />89.15'44" <br />14.81' <br />23.37' <br />11 <br />15.00' <br />89'54'43" <br />14.98' <br />23.54' <br />Q <br />15.00 <br />89 07 43 " <br />14.77 <br />2.4.33 <br />12 <br />15.00 <br />89 44 35 " <br />14.93 <br />23.49, <br />5 <br />Q <br />15.00 <br />' <br />82 28 23 <br />13.15 ' <br />21.59 ' <br />13 <br />Q <br />15.00' <br />81.53'36" <br />13.01' <br />21 .44' <br />r <br />E <br />"kill_-80+3�'.0 C. 17.00' T " <br />--�--B w' 0+83.45 EC, 17,00 LT <br />" » 15 " " <br />7 <br />?9.00 LTA Q <br />15.00' 90.00'00" <br />15.00' <br />23.65' <br />15 <br />0 <br />15.00' <br />65'23'56" <br />9.63' 17.12` <br />rt <br />8 <br />_ _. <br />BEGIN GtihtY / ` END DWY <br />Elev=117.03 EIev=116.96 <br />93+al-13 EL IT/ 16 R 3+� 1 OQ <br />END DWY BEGIN DWY <br />BC`. <br />15.00' 90'00'00" <br />15.00' <br />23.56' <br />16 <br />15.00' <br />65.32'36" <br />, <br />9.66' 17.16' <br />1 <br />14 ,� <br />EIev=118.00E Elev=117.85± <br />�/ <br />_ ____- __ - <br />-- - - - - - - -- - -- M ;- ^ <br />-- -- -- <br />NOTE: <br />_ _ <br />McHENRY Ave N N <br />�,��_ R +43.71 C; 3$ $& <br />RC 3 R�' T a� <br />" <br />Elev=117.32E EIev=117.4 f <br />` ..MF6RM TO Fxigt CONFORM �0 Exist C <br />I T r <br />1. CONSTRUCTION OF <br />DRIVEWAYS <br />MUST BE <br />DONE <br />IN THE <br />LEAST AMOUNT OF TIME AND <br />E <br />I.- <br />cr. <br />npl\/FWAY Q-nFTAII <br />DRIVEWAY 10 DETAIL <br />s <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE g.U.l N <br />DATUM: ,,Q . C' O <br />a 1 =1 o F D INARCO 16 <br />WITH THE LEAST AMOUNT OF INCONVENIENCE TO THE PUBLIC. ONCE CONSTRUCTION <br />BEGINS, IT MUST CONTINUE UNINTERRUPTED UNTIL COMPLETION. CONSTRUCTION <br />MUST BE PART OF THE TRANSPORTATION MANAGEMENT PLAN IN SECTION 12--9.02A. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />Revise L iv%Ywav 9 weia,, DUF FIORIZONTAL. DRAWN: a 09-29- <br />� !�vC� J•Ca�. <br />I I <br />•.y <br />Revise Driveway 5 Detail DUF10412©1c VERTICAL: R. GIBBON 09-29-i6DESIGNED: TECHNICAL SERVICES, INC. <br />me <br />McHENRY <br />AVE CORRIDORIMPROVEMENTS <br />0 1 � <br />I 09-29-16 2020 L STREET, SUITE 300l CHECKED: OAKS <br />INCHES SACRAMENTO, CA 95811 CONSTRUCTION DETAILS <br />I 0 10 20 ao a0 T. BARNARD 09-29-16 T 916.414.5800 F 916.414.1557 DRIVEWAY DETAILS <br />FILE No.: MILLIME RS <br />FILE NO. <br />DRAWING <br />SS/ <br />•% <br />CD-4 <br />Z: RAS J. GIBS ON :: y <br />OF <br />No. C70999 <br />*;•Exp. 00•-3o-17p ,* <br />CD-7 <br />�®���,� <br />SHEET <br />Ck <br />32 OF 176 <br />