My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SP1808 - SP1822
PublicWorks
>
VAULT MAPS
>
Small Plans - SP
>
SP1255 - SP1877
>
SP1808 - SP1822
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/15/2024 9:34:56 AM
Creation date
1/23/2016 12:28:28 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Mathews Road/Howard Road Resurfacing
Limits
Wolfe Road to El Dorado Street
Year
1998
Project Engineer
Michael Selling
Roads Worked
Mathews Rd., Howard Rd.
Red Lines
Yes
Federal #
STPLMA-5929(068)
Supplemental fields
Classification
Record Drawings
Cross Ref
SP1808 - SP1822
Type
Resurfacing
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
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
ASPHALT CONCRETE ADJUST STORM DRAIN <br /> Conform O E.P. INLET FRAME AND COVER <br /> PLANING Locati01 QLm ft <br /> Location Q110nft Sto. 583+63 1 Each <br /> �. 8' Beg. Project 53 S.Y. <br /> Intersections 554 S.Y. <br /> Longitudinal (Mathews Rd.) 1,223 S.Y. <br /> I End Project 101 S.Y. PLACE A.C. MISC AREAS <br /> Existina Width I Conform Total 1,931 S.Y. <br /> 12' Min. Location QN011L1Lr <br /> 0.30' Asphalt Concrete over shaped At 10 Handicap Ramp Locations 18 S.Y. <br /> and compacted native material. <br /> ASPHALT CONCRETE <br /> TYPE—Q E A <br /> Location Q40f ft DRIVEWAYS <br /> Conform O E.P. R = Conform to <br /> Exist. radius Roadway 5.573 Tons Quonft <br /> Intersections & Transitions 709 TonsType Area <br /> Total 5,282 ToD 10 337 S.Y. <br /> Q� 8' FE 21 987 S.Y. <br /> i <br /> Existin width Conf arm ASPHALT CONCRETE MINOR CONCRETE <br /> 12' Min. PE B HANDICAP RAMP <br /> � Variable depth Asphalt Concrete Location QM011ft NO. of l.oeofiorl9 QtlarlYlLy <br /> a n> over existing paved driveway. <br /> v Driveways (Type D) 80 Tons 10 163 L.F. <br /> e TYPEI< Driveways (Type E) 113 Tons <br /> n TOW 193 Tonle <br /> TYPICAL DRNEWAYS PAVEMENT REINFORCING <br /> FABRIC <br /> ADJUST SURVEY MONUMENT Location O1onft <br /> FRAME AND COVER Sto. 502+96 to Sta. 570+88 18,379 S.Y. <br /> Sto. 570+88 to Sto. 579+64 3,504 S.Y. <br /> f Location Quonfft Sto. 579+64 to Sto. 583+41 1,005 S.Y. <br /> A Sto. 14+72 1 Each Sto. 13+44 to Sto. 24+37 1,000 S.Y. <br /> See Note Below ETotal 23.= Tom <br /> Existing Surface <br /> rn <br /> _ _ _ _ —_ <br /> M FRAME�D <br /> ADJUST HOLE <br /> Z COVER SHOULDER BACKING ��° M <br /> Note: Width, length and locutions to Location Quantity Location QMonft Ip No. 21258 <br /> be determined b the Engine' 0.70' Asphalt Concrete • t+e.2-- -a e <br /> Y 9 Sta. 539+38 1 Each <br /> Sto. 502+46 to Sto. 571+88 1,040 Tons �} r <br /> z Sto. 544+65 1 Each Sto. 579+14 to Sta. 583+41 190 Tons f IV1 <br /> Told 2 Each Sta. 13+14 to Sto. 24+37 78 Tons CAL", <br /> s PAVEMENT REPAIR DEVIL Total 1,306 Tom <br /> Z <br /> ROADFM COUNTY OF SAN JOAQUIN Ho SCALE SUMMARY OF QUANTITIES 6AA7HEWS a Road DmdoROADSt CMIG 15eet of 15 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP VAL RECOMMENDED DATE <br />
The URL can be used to link to this page
Your browser does not support the video tag.