My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SP2783 - SP2792
PublicWorks
>
VAULT MAPS
>
Small Plans - SP
>
SP2417 - SP2850
>
SP2783 - SP2792
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/12/2024 9:29:44 AM
Creation date
1/23/2016 12:49:43 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Elliott Road Resurfacing
Limits
Peltier Road to Liberty Road
Year
2002
Project Engineer
Ponch Trevino
Roads Worked
Elliott Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP2783 - SP2792
Type
Resurfacing
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
10
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
0.25' A.C. Overlay <br /> Limits of Earthwork Misc. Areas (Type II) <br /> WO <br /> (Does not include driveways & driveway Pipes) I n <br /> 0 0 <br /> !-Z ° Limits of Asphalt t <br /> °'B Concrete (Misc. Areas) J Pac-Bell No Sta. 153+-07 <br /> Aerial/Buried r(� x` � 3 R.& D. Exist. Cross-Drain <br /> Fiber O tics �C Const. + See sheet No 8 Underground <br /> P w + Type'D + - Cable W Place 35 L.F. t 18) Dia <br /> EP rn Dwy. w Jp#" .i C.S.P. ( ch D thick, <br /> _ See Trench Detail 2, Sheet 8 <br /> 151 192 153 154 155U <br /> ----------- <br /> E.P. o ii ± TYpe..O.. a o TYPe��D�� o 0 <br /> .TBM.- y�} a Dw U v' Dw ut <br /> % Earthwork Misc. Ship Spike on T U ° Y ...Limits of Asphalt y cn3 <br /> 'a Areas (Type ll) the north side of w 3 Concrete (Misc. Areas) <br /> c E JP, Sta. 152+88 (1611) ++ See Trench Detail 1, Sheet 8 (TyP.) +m - <br /> ° 2'+2' 4' Elev. = 103.15 <br /> 2 `0 8%1 Limits of Earthwork Misc. Areas (Type II) <br /> a U � � <br /> oor -- oc" (Does not include driveways & driveway Pipes) <br /> m' . Shoulder Backing - - - <br /> � Earthwork Misc. Areas (Type IQ Approx. � Finished Grade <br /> m (Ditch Shoulder Detail) sta. 151 +66,to <br /> Sta. 152+01 to Sta. 153+37 Lt. Stu. 152+06 +18' Lt. Sta. 153+15 to Sta. 154+05 to <br /> ( Place 40 L.F. (x 12' Dia. Sta. 153+45 L.F. (x 1 2 Rt.) Sta. 130 L.F. (x 12 Rt.) <br /> Sta. 153+07 to Sta. 154+65 (Rt.) C.S.P. (0.109" thick) Place 30 L. x ick Dia. Place 30 L. x 12" Dia. <br /> C.S.P. (0.109" Thick) C.S.P. (0.109" Thick) <br /> New <br /> l)4 g_;E) <br /> is<iLgf Le owFlow ine o _ (�Exstlngl tIFl104 <br /> Inv. �Ele , - �102 - �- - <br /> 101.59 1 - rn = - 102 <br /> 77�- <br /> 1 0 � � 100 <br /> i- -- T Inv. Elev. ev _ - _ Inv. Elev. -- <br /> 101.69 Inv. El.9 101.49- 100.95 LL 98 <br /> Inv. Elev. <br /> 98 <br /> J Elev. Exi tin t low ire 101.39 <br /> z (New Right Flowline) <br /> 0 <br /> 50 151 +00 152+00 153+00 154+00 155+00 <br /> COUNTY .OF SAN JOA(�UIN No SCALE PLAN AND PROFILE ELLIOTT ROAD RESURFACING sheet N <br /> �C (Peltier Road to Liberty Road) 5 of 700 <br /> DRAWN BY IDATE PROJECT ENGINEER DATE C CKED 11 DATE SUBMITiE DATE APPROVAL REC MMENDED DATE <br /> P,r I m/0: Ir'� � iol� i <br />
The URL can be used to link to this page
Your browser does not support the video tag.