|
Cl 35 Sheet 3 of 5
<br />LO
<br />0
<br />r
<br />DATUM:
<br />0
<br />.G
<br />c
<br />`11
<br />aN
<br />\
<br />•,
<br />i'Ch FILE Na.
<br />60
<br />CURVE DATA
<br />No. R A T L
<br />d 70.00' 77'51'35" 56.54' 95.12'
<br />® "
<br />30 + 50 31 +00 "M" LINE 31 +50 32+00 15.00' 102'08'2518.57' 26.74'
<br />i
<br />— ' — CROWN s.
<br />�, -- — ' — ._.._ -_... _.._ • ... _ N McHENRY AVENUE N NOTES.-
<br />1. SEE SHEETT--2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
<br />SAWCUT LINE, 2. FROM THE CENTERLINE, DIMENSIONS /OFFSETS AND ELEVATIONS ARE
<br />-' SEE NOTE 3 MEASURED TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.
<br />- y
<br />- --- -- --C �-- — — — — — 3. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, SEE COUNTY OFFICE.
<br />"M" 31 +61.30 EP, BC, 17.00' RT x 4. FOR SAWCUT AND ROADWAY DEMOLITION INFORMATION, SEE DEMOLITION PLANS.
<br />EIev= 9 7.80 Q
<br />\�- EIVIO E AND DISPOSE OF `41 "M" 32+31.79, 53.00' RT 5. S TOONTRACT
<br />"M" 30+84.63 0/4, 21.00' RT-DIKE (TYPE E), �_ , -. ,� U gE-N-". END MGSFIT AROUND TREE.
<br />EIev=98.00 \ SEE NOTE 5 ' 'C I r` TRANSITION RAILING (TYPE WB)
<br />dry{ /W A TC CAITD Ak1�C ►Il1All 1►IC71-TrC
<br />r-A a r_. e� e e e e N ry s v ` e r e v e s v n o e...=v`'—
<br />E-RECOL`A1'E`CT" COCATI ON) /
<br />/ I �� _--,'�._ INSTALL MGS
<br />-----
<br />o �---
<br />HMA DIKE (TYPE C) TOP OF SLOPE
<br />EP
<br />r M 30+84.63 EP, 0/4, 21.00 RT
<br />EIev-97.96 . \ , l' _ \
<br />I ��� y s
<br />"M" 31 +20.92 EP, 4/4, 50.32' RT 0 _ - 1 "M" 31 +62.57 EP, EC, 53.00' RT \
<br />\ EIev=97.92
<br />EIev=
<br />END HMA DIKE (TYPE E) ` McHenry Ave Corridor Improvement Project
<br />\ BEGIN HMA DIKE (TYPE C) A N
<br />M 30+9 EP, 63 RT `— BEGIN MGS (AITS �' TRc�TMENT)
<br />�- 7' SEE DWG CD-05 FOR DIKE TRANSITION AS'�BUILT
<br />HMA DIKE 7CTOE OF SLOPE Resident En ineer - Mauricio Rivera P.E.
<br />"M" 31 +29.74 EP, LEl �/72.28' RT 1 - (TYPE E) EDGE OF VEGETATION CONTROL g
<br />Liev=97.83 „ M 31 +50.90 d/2, 58.57 RT Revisions B 9/28/2021
<br />I �
<br />EIev=98.03
<br />M 31+47.91 EP, BC, 71.15 RT
<br />EIev=97.74
<br />--'� Al
<br />I \ A EP EP HP
<br />r
<br />INSTALL HMAOD,
<br />3 6 25 EP, 109' RT '�-.,, j ,-SEE DRAINAGE DETAILS, DWG DD-1 HMA DIKE (TYPE E) -�
<br />EIev=97.25 , I
<br />HMA DIKE
<br />� (TYPE E) �"''�"
<br />CONFORM TAPER, L=25' 2:1 OR FLATTER
<br />t
<br />"M" 31 +42.21 EP, 130.23' RT I 1 ` "M" 31 +60.60 EP, 130.15' RT
<br />l- EIev=96.80f' ' __--- EIev-96.20E 0.65' HMA
<br />END HMA DIKE (TYPE E) , I BEGIN HMA DIKE (TYPE E) 0.801. !,
<br />CONFORM TO EXIST CONFORM TO EXIST
<br />p R/W \
<br />ICI nf-1ATCr1 CkIT�AkI/%C LAnk111AICkIT Q
<br />1\LLBV Vr1 I L.L0 L-1s 11\/-\1•VL— ere ves Vne L—Is 1
<br />f7Cl /'\/'% A TCf'1 CAITC] A AI!"%C L I/'\Alf I►/CAIT_
<br />"M" 31 +39.73, 136.88' RT i e L_L0 L_e s , 1 \V%1..,L_ ere of sveseL_e.
<br />�, M 31 +65.79, 136.55 RT
<br />DRIVEWAY 1 DETAIL
<br />SURVEY REVISION DESCRIPTION
<br />BY
<br />DATE SCALE
<br />PREPARED BY
<br />DATE
<br />/\
<br />Relocate overside drain
<br />DUF
<br />11/5/19 „,
<br />1 =1
<br />HORIZONTAL:
<br />DRAWN: F.
<br />DeMARCO
<br />09-29-16
<br />Delete RELOCATE MONUMEN
<br />DUF
<br />3/18/20 VERTICAL:DESIGNED:
<br />R.
<br />GIBBON
<br />09-29-16
<br />1 2
<br />TECHNICAL SERVICES, INC.0
<br />C7—�
<br />/33\
<br />Add USPS Turn -around
<br />DUF
<br />4/16/18 i I I I 1
<br />CHECKED: K.
<br />OAKS
<br />09-29-16
<br />2020 L STREET, SUITE 300INCHES
<br />SACRAMENTO, CA 95811
<br />U
<br />Revise MGS End Treatment RFI #61
<br />TB
<br />4/03/18 a10 20 so ao so
<br />APPROVED: T.
<br />BARNARD
<br />09-29-16
<br />T 916.414.5800 F 916.414,1557
<br />qm
<br />MILLIMETERS
<br />FILE NO.
<br />16. _ l
<br />HMA DIKE (TYPE E)
<br />2:1 OR FLATTER
<br />2%
<br />� Ion
<br />CATV
<br />Z-AVJ
<br />� SECTION A -A
<br />NO SCALE
<br />SAN JOAQUIN COUNTY PUBLIC WORKS
<br />McHENRY AVE CORRIDOR IMPROVEMENTS
<br />CONSTRUCTION DETAILS
<br />DRIVEWAY 1 DETAILS
<br />DRAWING
<br />p SSl
<br />•. ��,
<br />RASHO J. GIBBON �:
<br />OF
<br />• No. C70999 :
<br />y
<br />CD-7
<br />* : Exp 06-30-17 ;
<br />7`
<br />J,•••' L' 1 v �L.•••�
<br />SHEET
<br />0 CAE\ )p
<br />29 OF176
<br />
|