My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
L686 - L781
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer L
>
L610 thru L781
>
L686 - L781
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/29/2024 11:01:34 AM
Creation date
1/22/2016 6:30:48 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Lower Sacramento Road Improvements Harney Curve Project
Limits
Between Armstrong Road and 300 Feet North of Harney Lane
Year
2005
Project Engineer
Michael Sanchez
Roads Worked
Lower Sacramento Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
L686 - L781
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
64
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
NOTE: <br /> 1 . DIMENSIONS OF THE STRUCTURAL SECTIONS <br /> ARE SUBJECT TO TOLERANCES SPECIFIED IN <br /> THE STANDARD SPECIFICATIONS. "F" LINE <br /> 2. SUPERELEVATION AS SHOWN OR AS DIRECTED R/W VAR (75' MAX ON HIGH SIDE) Irt VAR 70' MAX ON LOW SIDE R/W <br /> BY THE ENGINEER — <br /> 2' 2 2' 2 <br /> VAR VAR 8'& VAR 12' VAR <br /> 12' 4� 12' 12' 12' 8' VAR <br /> V _ <br /> g% 2% 47, SUPER - PG <br /> - - - n 47. SUPER OG <br /> FL — y 4- 1 FL <br /> — — — — — — — — — — — — <br /> 1 <br /> VqR 0.45' AC (TYPE A) 6" CONCRETE CURB (TYPE B) (TYPICAL) 45 <br /> SPR <br /> 1 .35' AB (CLASS 2) <br /> RAISED CONCRETE MEDIAN <br /> PROPOSED LOWER SACRAMENTO ROAD <br /> STA "F" 538 + 00 .00 TO 548 + 59 .00 <br /> "F" LINE <br /> R/W � R/W <br /> 60' & VAR 60' & VAR <br /> 42' 42' 2, <br /> VAR VAR 12.' TO 24.' VAR 12' 12' VAR <br /> 3' TO 1 6 <br /> 2% OR SUPER 2% FL OG <br /> --- FL g% 2% 2% OR SUPER PG _� — — 8% <br /> % ---_ <br /> AC DIKE (TYPE A) ZP <br /> 0.45' AC (TYPE A) <br /> 1 .35' CLASS 2 AB <br /> PROPOSED LOWER SACRAMENTO ROAD <br /> STA "F" 533+ 50. 00 TO 538 +00 .00 <br /> "F" LINE <br /> R/W Ir R/W <br /> 25' OR 55' 55' <br /> VAR 3.85' 42' <br /> TO 17' <br /> VAR 0' TO 3. 1 ' <br /> 4VAR 12' VAR 12' 4' MIN <br /> OG MIN TO 18.3' TO 22.3' <br /> 2 TTYP PG 2% 1 T FL <br /> 0.45' AC (TYPE A) <br /> 1 .35' CLASS 2 AB <br /> / QVVESSIOpq� <br /> PROPOSED LOWER SACRAMENTO ROAD REGISTERED CIVIL ENGINEER <br /> w ICHAEL A. SANCHEZ m <br /> � A <br /> STA "F" 531 + 50 .00 TO 533 + 50 .00 5/20/2005 No, C60254PLANS APPROVAL DATE <br /> Exp. 06-30-06 <br /> Quincy Engineering, Inc. JJ4 CIVIL <br /> Q3247 Ramos Circle lF OF Cpl\FOP <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> J. Bland /25/05 �// L�� COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS X-1 NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 %�'GAlYffClJI/lf !Z'! HARNEY CURVE PROJECT 2 96 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL o 1 2 a <br /> SCALE IS IN INCHES sl66rtsl.dwg, Thu, 19 May 2005 — 12:45pm, mikek <br />
The URL can be used to link to this page
Your browser does not support the video tag.