|
J
<br />00
<br />N
<br />N
<br />n
<br />d
<br />O
<br />O
<br />0 DATUM
<br />�U \,
<br />loll S�
<br />\� / Co R 17+34.75. 47.08 LTSSJ1D ANAL
<br />la, \ INSTALL HMAOD,
<br />SEE DRAINAGE DETAILS, DWG DD-1 ,
<br />X Cn - \ \� R/W at CUT ttN€
<br />CJi
<br />SAWCUT LINE, "Nr44+62.59 -P. BG. 36.16�z
<br />,- \ SEE NOTE 2 � \ Elegy ,, ,, r ..� 0'i e , .,. , , -• - -
<br />--- —
<br />\ 'W"_ 45404.31 EP. EC, TT. LT ?\ N
<br />2 `I x00 HAM DIKE Elev=1 i5.87 __0 X \ c�
<br />1 (TYPE E) - -
<br />Co
<br />-
<br />HMA DIKE:
<br />(TYPE F) X - - - -
<br />-Pi X CTl
<br />as -built 114.70 X �,
<br />`o � X 00
<br />\ 4
<br />McHENRY AVENUE
<br />\ _ PI 44+60.65 \
<br />46+50
<br />--42+50 "M" LINE 43+00 43+50 44+50 �,+00 45+50 +�' ,0.1
<br />o I
<br />EB 43+88.5 \ „M» 44+25.24 POT= 04
<br />ox .� 17+78.91 POC CROWN
<br />T_
<br />\-1 3 I ,
<br />as -built 115.79' CTI9-x -
<br />) Cry
<br />1 \ \ o \ �SAWCUT LINE,
<br />l — ---\ \
<br />e SEE NOTE 2
<br />MA DIKE' ---
<br />_ �McHENRYD (TYPE E)
<br />AVENUE BRIDGE,
<br />o SEE STRUCTURE PLANS \ 1 �o // 4 s R/ W
<br />�r I / ,
<br />U "M" 43+64.76, 53.00' RT \ HMA DIKE r XLn
<br />tp Elev=' , -T. ' T 114.14 ,\ -- TYPE E)
<br />DECK DRAIN Zk X , "M"'
<br />y ,
<br />J (SEE STRUCTURE PLANS) \ I ^,> i M 45+76.13 EC. 53.00 RT
<br />\ I�Elev=116.25
<br />"R" 18+25.82 BC. 37.59' RT
<br />. � HIGH POINT \ \\
<br />�G Eiev=115.08 \ I A
<br />SAWCUT LINE, "M" 45+32.86 EP. A/2. 74.03' RT
<br />SEE NOTE 2 \ \ $
<br />\"R" 18+61.38 EP. EC. 24.05' RT
<br />Elev=114.78 \ �
<br />R/W _ - - 00' Z \ , "R" 19+27.37 EP. EC, 41.59' LT
<br />\ \ Elev=114.27
<br />INSTALL HMAOD,
<br />SEE DRAINAGE DETAILS DWG DD-1
<br />Q
<br />0
<br />0
<br />7)
<br />..II
<br />v
<br />0
<br />o .>
<br />Z
<br />i'0 FILE No.
<br />a J
<br />.06
<br />f�
<br />BOX CULVERT EXTENSION, -
<br />SEE STRUCTURE PLANS,
<br />DWG S- 201 TO S-206 J�
<br />R 16+74.21 EP. BC. 29.00 ,,RT
<br />Elev=114.52
<br />"R" 17+02.21 EP. C. 40.02' RT
<br />Elev=11 1 �
<br />TCE _
<br />-� as -built 114.68'
<br />2
<br />R/W
<br />"M" 43+26.28, 18.26' RT
<br />Elev=114.31
<br />DECK DRAIN
<br />(SEE STRUCTURE PLANS)
<br />NOTES.-
<br />1. FROM THE CENTERLINE, DIMENSIONS / OFFSETS AND ELEVATIONS ARE MEASURED
<br />TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.
<br />2. FOR SAWCUT AND ROADWAY DEMOLITION INFORMATION, SEE DEMOLITION PLANS.
<br />CURVE DATA
<br />No.
<br />R
<br />a
<br />T
<br />L
<br />O
<br />55.00'
<br />33'59'31 "
<br />16.81'
<br />32.63'
<br />2,
<br />nC l f%^"
<br />SEE SHEET CD-9 FOH
<br />38.vv'
<br />`A J
<br />15,90'
<br />3v.13' ,
<br />ADDED SIDEWALK RAMP b
<br />a
<br />55.00'
<br />49'20'05"
<br />25.26'
<br />47.36' 06/18/2019
<br />0
<br />55.00'
<br />103'44'07"
<br />70.06'
<br />99.58'
<br />McHenry Ave Corridor Improvement Project
<br />AS -BUILT
<br />Resident Engineer - Mauricio Rivera, P.E.
<br />Revisions By 9/28/2021
<br />09/05/2017 - Adjusted grades, by AECOM,
<br />received today. - D. Franco
<br />�yG� ti "R" 19+26.45 EP. 19.55' RT \ Svc \\
<br />LOW POINT -
<br />' o� \Eiev=114.72 ` `� \ �\ `� 05/15/2018 - Adjusted grade at 17+02.21,
<br />INSTALL HMAOD �� l� \ �\�� 2 confirm verbal directions in field - D. Franco
<br />SP' DRAINAGE DETAILS, DWG DD- 1 \ cn .
<br />McHENRY AVENUE / RIVER ROAD INTERSECTION
<br />DETAIL
<br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE P Q f
<br />HORIZONTAL: 1 =20 DRAWN: F. DeMARCO 09-29-16 0M 2
<br />VERTICAL:
<br />DESIGNED: R. GIBBON 09-29-16 TECHNICAL SERVICES, INC.
<br />0 t 2 -
<br />I 2020 L STREET SUITE 300
<br />I I I CHECKED: K. OAKS 09-29-16
<br />INCHES SACRAMENTO, CA 95811
<br />0 10 20 30 40 50 APPROVED: T. BARNARD 09-29-16 T 916.414.5800 F 916.414.1557 ® R \P
<br />- MILLIMETERS
<br />FILE NO..
<br />8/27/2019 - As -built shots on bridge deck.
<br />SAN JOAQUIN COUNTY PUBLIC WORKS
<br />NRY AVE CORRIDOR IMPROVEMENTS
<br />CONSTRUCTION DETAILS
<br />INTERSECTION DETAIL
<br />DRAWING
<br />Quo Essi
<br />%'•
<br />CD-2
<br />J. GIBSON 'o ,Lm
<br />w%RASHO
<br />OF
<br />No. C70999
<br />Exp. 06-30-17 ;'*
<br />CD-7
<br />�'•. C V I L �.••
<br />SHEET
<br />OF CAl\F
<br />30 OF 176
<br />
|