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k
<br />Fli No
<br />-k d-
<br />M211P. 54M'-Il
<br />Ekvml 1 .20±
<br />WNFORM TO Exist Y
<br />M H MMAL
<br />Elevm 116.59 NOTES
<br />CONFORM TO Exisi CROWN
<br />17
<br />A*-vv IL 11 "1
<br />1. FROM TK CENTERLINE, ONENSIONS, / OFFSUS AND B-EVATI NS ARE MEASURED %
<br />41111101111110ill Enowt •oft- wa ft"1111I IRA,
<br />-2 . 7 ,57 -SS OTHERWSE NOTED,
<br />--116.051 ----ZZ±94-90 2A.52:--IJ I
<br />Id' 72+ 6 TO THE EDG9. OF PA ENT, UWf
<br />Eleiw 116-35 N, SEE CW00710N PLi
<br />"Nii CONFORM TO EX L� FOR SAWCUT AND RiCkWAY DEWUnDN N4FDRMA 0
<br />4
<br />CURVE DATA 4,
<br />El ev;- 117.10
<br />73+0 NO. 4-
<br />4.
<br />Elev=l 16,85 (D 15,00- 7Er22'55- 12.23' 20.52-
<br />134.00 47*4.3'10" 5927' 11 l.W'
<br />X (D 1.5,00' 43-!i9'19'- 6.W' 11,521
<br />-29'015m 18.35, 26.57'
<br />(D 15,00' 101
<br /><
<br />73+29.52 -Q& 28,73' LT 5 25.00' 5Y53'550 11-7 1' 2152'
<br />!M* 72+7&05 EE.'59.08* LT
<br />Eliv4.,116.35 30.M' 26-156-39- 7. 19' 14.1 l'
<br />1-3
<br />2 -EF-,-ALt-42JQL-Ll
<br />Elev- 117,98 216'51 17,70-
<br />5.00 148 12.95'
<br />wiM"o
<br />ldm 72+ 5 Li
<br />d= 0,83
<br />E)evlm 117.26 >
<br />mM" 73+52-4.7 LE!, 4/4, 28, LT
<br />Ek" 119.37 TICE
<br />M Z2+01 -EP
<br />119.61 191 LT-
<br />CROWN-/i
<br />R1W
<br />R/W
<br />)C-i5,115 LE 17. QQ'. N" 74+UM..EP, EC, 17,00'
<br />Eletem 119.87 Elev;-- 119.26
<br />21
<br />- - - - - - - - - - - -- - - - - - - -
<br />MCH EN RY AVG BRIDGE OVER SSJlD MAN CANAL, SAWCUT UNE,, SW N= 2
<br />SEE STRUCTURE PLANS, DWG S-301,TO S-313
<br />71+50 72+00 yy 712+ 73+00 73+50 OM" UNE 744II11W
<br />McHerr NRYA Y AVENUE
<br />NLCROWN
<br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />7.
<br />SAWC
<br />1+68.93 Ef. PC, 29,000 RT---'
<br />Lff UNE, SE NUE 2.
<br />N ROAD ENTRANCE 7
<br />E*fm 119. Be
<br />A41- Q5 24. X. Ef.,
<br />END R ENTRANCE
<br />6 6 1 Elev 119.9
<br />GO 4
<br />7
<br />721-2-1. 2 Ir
<br />Fff
<br />utaps-i EC. 2U. 0' X
<br />BEGIN ROAD ENTRANCE END ROAD ENTRIkNCE
<br />FJ&V--1 19.74
<br />V-2 1102 1,53 EP. EQ 32.1 AT Elev= 119.43
<br />Elev-119.65
<br />pr
<br />De v- 119. Ni
<br />7- Elay- 119.001
<br />CONFORM TO Exist
<br />R/w IW R/
<br />7
<br />Id' 72+20 69 EK 51.44 Y' 73+4§.31 LE, 4-6,95' RT 1
<br />Elev- 119, 00 N. Ejev= I 19.50:L
<br />TO Exist vek COf4FDRM TO Exist
<br />SERVICE ROAD ENTRANCE 1
<br />-i PP g- ei
<br />Ele"l 18,85±
<br />CONFORM TO Exist
<br />SERVICE ROAD ENTRANCE 2
<br />fvir_ T rmmo muAuj -.-3t:mv lur- mumu cil 1 MAI-4ur- 1
<br />AND SERVICE ROAD ENTRANCE 2
<br />DETAIL
<br />SURVEY REVISION OF-SCFR9PTI0N IBY DATE SCALE PREPARED ICY DATE SAN JOACUIN COUNTY PUBLIC VV0RKS
<br />HORIZONTAL, w r F, D~C0 09-29-16 Im
<br />CRAWN
<br />VERTICAL:
<br />� ��..r �
<br />R, GIBSON 09-29-16
<br />Z)EStGNE0- McHENRY AVE CORRIDOR IMPROVEMENTS NO ?M99
<br />rECHNICAL SERVICES, iNC. Ir
<br />K OAKS 09-29-16 2020 L STREET. SUITE 3XI
<br />CtIECKED %
<br />SACRAMENTO, CA 95811 CONSTRUCTION DETAILS
<br />4k" mr
<br />T. aARNARD Oa-29-16 T9 16.414.500 F 916.414 15,67 0 0 'to v 40 50 AFPRovrio 4�,.�-,I MCE 2 01CA0 EYERS ROAD, SERVICE ROAD ENTRANCE 1 & SERVICE ROAD EN
<br />FIL-E NO
<br />ORAWING
<br />CD-3
<br />OF
<br />CD-7
<br />SHEET
<br />31 OF 176
<br />11 1 11
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