My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
S432 - S456
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer S
>
S432 thru S
>
S432 - S456
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/12/2025 8:38:08 AM
Creation date
3/12/2025 7:49:14 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Projects Plans for South Stockton Sidewalks
Limits
Eighth Street: Bieghle Street to D Street
D Street: Loomis Avenue to Thirteenth Street (East Side) and Ninth Street to Eighth Street
Ninth Street: D Street to Pock Lane
Loomis Avenue: D Street to 700 feet west of Pock Lane
Pock Lane: Loomis Avenue to Eleventh Street
Eleventh Street: B Street to D Street
Year
2011
Project Engineer
J. Clary
Roads Worked
Eighth St., "D" St., Ninth St., Loomis Ave.
Pock Ln., Eleventh St.
Red Lines
Yes
Federal #
CML-5929 (215)
Supplemental fields
Classification
Record Drawings
Cross Ref
S432 - S456
Type
Sidewalks
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
25
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
'ON 133HS I H3M` 80 <br />DUST CONTROL <br />(NON -WORKING HOURS) <br />Location Quantity <br />Project Limits 40 Each <br />RELOCATE MAILBOX <br />Location Quantity <br />EIGHTH STREET <br />46 Locations 46 Each <br />NINTH STREET <br />34 Locations 34 Each <br />ELEVENTH STREET <br />25 Locations 25 Each <br />Total 105 Each <br />REMOVING <br />CONCRETE <br />Location <br />Quantity <br />EIGHTH STREET <br />11 Locations <br />347 <br />SY <br />NINTH STREET <br />6 Locations <br />94 <br />SY <br />ELEVENTH STREET <br />22 Locations <br />181 <br />SY <br />D STREET <br />3 Locations <br />159 <br />SY <br />Total JVR <br />SY <br />REMOVE CABLE FENCE <br />Location Quantity <br />D STREET <br />Sto 4+69 to Sta 6+67 (Rt) 217 LF <br />Sta 8+29 to Sta 9+73 (Rt) 144 LF <br />LOOMIS AVENUE <br />Sta 5+50 to Sta 10+08 (Lt) 520 LF <br />Total 881 LF <br />RESET FRAME AND COVER <br />(MAINTENANCE HOLE) <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta <br />3+40 <br />(15' <br />Rt) <br />SS <br />Manhole <br />1 Each <br />Sta <br />7+68 <br />(14' <br />Rt) <br />SS <br />Manhole <br />1 Each <br />Sta <br />16+05 <br />(17' <br />Rt) <br />SS <br />Manhole <br />1 Each <br />Sta <br />20+27 <br />(17' <br />Rt) <br />SS <br />Manhole <br />1 Each <br />NINTH STREET <br />Sta <br />1 1 +06 <br />(12' <br />Rt) <br />SS <br />Manhole <br />1 Each <br />Sta <br />14+06 <br />(12' <br />Rt) <br />SS <br />Manhole <br />1 Each <br />Sta <br />18+25 <br />(12' <br />Rt) <br />SS <br />Manhole <br />1 Each <br />Sto <br />18+40 <br />(1' <br />Lt) <br />SD <br />Manhole <br />1 Each <br />ELEVENTH STREET <br />Sta <br />3+77 <br />(4' Rt) <br />SS <br />Manhole <br />1 Each <br />Sto <br />6+63 <br />(3' Rt) <br />SS <br />Manhole <br />1 Each <br />Sta <br />10+78 <br />(4' <br />Rt) <br />SS <br />Manhole <br />1 Each <br />D STREET <br />Sta <br />26+82 <br />(19' <br />Rt) <br />SD <br />Manhole <br />1 Each <br />Sta <br />27+57 <br />(20' <br />Rt) <br />SD <br />Manhole <br />1 Each <br />DRAWN BY DATE <br />Q3,une 2011 <br />FILE NAME DRAWER SHEET No <br />Total 13 Each <br />PROJECT ENGINEER <br />ACAD <br />RESET FRAME AND COVER <br />(LAMP HOLE) <br />Location Quantity <br />EIGHTH STREET <br />Sta 1 +33 (14' Rt) 1 Each <br />Sta 22+33 (17' Rt) 1 Each <br />Total 2 Each <br />ADJUST FRAME AND GRATE <br />(STORM DRAIN INLET <br />Location <br />Quantity <br />D STREET <br />Sta 27+02 <br />(22' Rt) <br />1 Each <br />ELEVENTH STREET <br />Sta 3+20 <br />(17' Rt) <br />1 Each <br />Sta 3+51 <br />(47' Lt) <br />1 Each <br />Sta 3+95 <br />(45' Lt) <br />1 Each <br />Sta 6+42 <br />(47' Lt) <br />1 Each <br />Sta 6+45 <br />(16' Rt) <br />1 Each <br />Sta 6+81 <br />(44' Lt) <br />1 Each <br />Total <br />7 Each <br />RELOCATE ROADSIDE SIGN <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta <br />0+33 (Rt) <br />1 Each <br />Sto <br />1 +83 (Rt) <br />1 Each <br />* Sta <br />10+56 (Lt) <br />1 Each <br />* Sta <br />1 1 + 14 (Lt) <br />1 Each <br />* Sta <br />12+75 (Lt) <br />1 Each <br />* Sta <br />13+25 (Rt) <br />1 Each <br />Sta <br />13+92 (Rt) <br />1 Each <br />* Sta <br />15+49 (Lt) <br />1 Each <br />* Sta <br />19+31 (Lt) <br />1 Each <br />Sta <br />21 +90 (Lt) <br />1 Each <br />Sta <br />22+81 (Rt) <br />1 Each <br />Sta <br />23+04 (Lt) <br />1 Each <br />NINTH STREET <br />* Sta <br />10+51 (Lt) <br />1 Each <br />* Sta <br />12+07 (Lt) <br />1 Each <br />Sta <br />21 +80 (Rt) <br />1 Each <br />ELEVENTH STREET <br />Sta <br />3+54 (Lt) <br />1 Each <br />Sta <br />3+94 (Lt) <br />1 Each <br />* Sta <br />6+38 (Lt) <br />1 Each <br />Sta <br />8+53 (Rt) <br />1 Each <br />Sta <br />1 1 + 14 (Rt) <br />1 Each <br />* Sta <br />11 +28 (Lt) <br />1 Each <br />D STREET <br />* Sta <br />4+78 (Rt) <br />1 Each <br />* Sta <br />5+40 (Rt) <br />1 Each <br />* Sta <br />7+22 (Rt) <br />1 Each <br />* Sta <br />7+29 (Rt) <br />1 Each <br />* Sta <br />8+62 (Rt) <br />1 Each <br />* Sta <br />9+50 (Rt) <br />1 Each <br />* Sta <br />27+37 (Lt) <br />1 Each <br />Sta <br />27+81 (Lt) <br />1 Each <br />Sto <br />29+ 14 (Lt) <br />1 Each <br />Sta <br />30+00 (Lt) <br />1 Each <br />POCK <br />LANE <br />* Sta <br />59+ 15 (Rt) <br />1 Each <br />* Sta <br />60+73 (Rt) <br />1 Each <br />* Sta <br />67+55 (Rt) <br />1 Each <br />LOOMIS AVENUE <br />Sta <br />7+60 (Lt) <br />1 Each <br />Total <br />35 Each <br />*denotes New Hardware required for relocation <br />DATE CHECKED DATE <br />REVISIONS DATE <br />ROADWAY EXCAVATION <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta 0+35 to Sto 11 +43 <br />4,778 <br />CY <br />Sta 12+ 1 1 to Sta 23+80 <br />4,856 <br />CY <br />Laurel St Intersection <br />232 <br />CY <br />Ash St Intersection <br />98 <br />CY <br />NINTH STREET <br />Sta 9+22 to Sta 22+03 <br />1,939 <br />CY <br />ELEVENTH STREET <br />Sta 0+53 to Sta 11 +20 <br />1,870 <br />CY <br />Laurel St Intersection <br />119 <br />CY <br />Ash St Intersection <br />111 <br />CY <br />D STREET <br />Sta 26+60 to Sto 31 +56 <br />813 <br />CY <br />Total <br />14,816 <br />CY <br />1 <br />EARTHWORK <br />(MISCELLANEOUS AREAS) <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta 0+35 to Sta 22+75 (Lt) <br />21.72 <br />Sta <br />Sta 0+69 to Sto 22+75 (Rt) <br />19.96 <br />Sto <br />NINTH STREET <br />Sto 10+82 to Sta 21 +76 (Lt) <br />10.94 <br />Sta <br />Sto 10+82 to Sta 21 +76 (Rt) <br />10.94 <br />Sta <br />ELEVENTH STREET <br />Sta 0+53 to Sta 11 +20 (Lt) <br />15.85 <br />Sta <br />Sta 0+63 to Sta 11 +00 <br />10.75 <br />Sta <br />D STREET <br />Sta 22+70 (Lt) to Sta 22+75 (8th St, <br />Rt) <br />3.77 <br />Sta <br />Sta 27+00 (Lt) to Sta 10+82 (9th St, <br />Rt) <br />0.93 <br />Sta <br />Sta 10+82 (9th St, Rt) to Sta 29+58 <br />(Rt) <br />2.10 <br />Sta <br />Sto 4+69 to Sta 9+73 (Rt) <br />2.52 <br />Sta <br />POCK LANE <br />Sta 58+06 to Sta 67+62 (Lt) <br />9.09 <br />Sta <br />LOOMIS AVENUE <br />Sta 5+50 to Sta 10+08 (Lt) <br />5.20 <br />Sta <br />Tota I <br />J <br />Sta <br />Ab <br />DRIVEWAY (TYPE D) <br />Location <br />Quantity <br />EIGHTH STREET <br />27 Locations <br />384 SY <br />NINTH STREET <br />10 Locations <br />121 SY <br />ELEVENTH STREET <br />8 Locations <br />24 SY <br />POCK LANE <br />4 Locations <br />90 SY <br />Total 619 SY <br />CLASS 2 AGGREGATE BASE <br />Location <br />Quantity <br />EIGHTH STREET <br />Sto 0+35 to Sto <br />22+75 <br />404 <br />CY <br />NINTH STREET <br />Sto 10+82 to Sta <br />21 +76 <br />212 <br />CY <br />ELEVENTH STREET <br />11 +20 <br />256 <br />CY <br />Sto 0+63 to Sta <br />STRE <br />Sta 22+75 (8th <br />St, Lt) to Sto <br />31 +49 <br />(Lt) <br />71 <br />CY <br />Sto 27+22 (Lt) to Sto 22+75 <br />(8th St, <br />Rt) <br />Sta 27+33 (Rt) <br />to Sta 10+82 <br />(9th St, <br />Lt) <br />Sto 10+82 (9th <br />St, Lt) to Sta <br />29+58 <br />(Rt) <br />LOOMIS AVENUE <br />Sta 0+55 to Sta <br />10+08 <br />34 <br />CY <br />Total <br />% <br />CY <br />ilia" <br />ASPHALT CONCRETE <br />(TYPE B <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta 0+35 to Sta <br />11 +43 <br />1,180 <br />Tons <br />Sta 12+ 11 to Sta <br />23+75 <br />1,242 <br />Tons <br />NINTH STREET <br />Sta 9+80 to Sta <br />22+02 <br />869 <br />Tons <br />ELEVENTH STREET <br />Sto 0+53 to Sta <br />1 1 +20 <br />569 <br />Tons <br />TR <br />Sta 26+60 to Sta <br />31 +56 <br />309 <br />Tons <br />Driveway (Type D) <br />124 <br />Tons <br />AC (Misc Areas) <br />23 <br />Tons <br />Total 1 g Tons <br />►y •&_� <br />ASPHALT CONCRETE BASE <br />(TYPE B) <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta 0+35 to <br />Sta <br />11 +43 <br />1,280 <br />CY <br />Sta 12+ 1 1 to <br />Sta <br />23+75 <br />1,138 <br />CY <br />NINTH STREET <br />Sta 9+80 to <br />Sta <br />22+02 <br />652 <br />CY <br />ELEVENTH STREET <br />Sta 0+53 to <br />Sta <br />11 +20 <br />474 <br />CY <br />D STREET <br />Sta 26+60 to <br />Sta <br />31 +56 <br />283 <br />CY <br />Total 4W 7 CY <br />1'1221°t <br />PLACE ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />Location <br />EIGHTH STREET <br />5 Locations <br />NINTH STREET <br />3 Locations <br />ELEVENTH STREET <br />6 Locations <br />STREET <br />2 Locations <br />POCK LANE <br />4 Locations <br />Quantity <br />26 <br />SY <br />13 <br />SY <br />90 <br />SY <br />37 <br />SY <br />25 <br />SY <br />Total la$. <br />SY <br />12" DIAMETER REINFORCED <br />CONCRETE PIPE CLASS IV) <br />Location <br />Quantity <br />MAIN <br />STORM <br />LINE <br />EIGHTH <br />Sta <br />STREET <br />0+72 <br />(6' Rt) <br />to Sta <br />3+25 (9' Rt) <br />253 <br />LF <br />Sta <br />3+25 <br />(9' Rt) <br />to Sta <br />5+80 (9' Rt) <br />255 <br />LF <br />NINTH STREET <br />Sta <br />17+74 <br />(1' <br />Lt) to <br />Sta <br />18+40 (1 ' Lt) <br />66 <br />LF <br />.LATERALS <br />EIGHTH <br />Sta <br />STREET <br />0+72 <br />(27' <br />Rt) to <br />Sta <br />0+72 (6' Rt) <br />32 <br />LF <br />Sta <br />0+72 <br />(26' <br />Rt) to <br />Sta <br />0+72 (6' Rt) <br />20 <br />LF <br />Sta <br />3+25 <br />(25' <br />Lt) to <br />Sta <br />3+25 (9' Rt) <br />34 <br />LF <br />Sta <br />3+25 <br />(25' <br />Rt) to <br />Sta <br />3+25 (9' Rt) <br />16 <br />LF <br />Sta <br />5+80 <br />(25' <br />Lt) to <br />Sta <br />5+80 (9' Rt) <br />34 <br />LF <br />Sta <br />5+80 <br />(9' Rt) <br />to Sta <br />5+80 (25' Rt) <br />16 <br />LF <br />Sta <br />8+60 <br />(25' <br />Lt) to <br />Sta <br />8+60 (9' Rt) <br />34 <br />LF <br />Sta <br />8+60 <br />(25' <br />Rt) to <br />Sto <br />8+60 (9' Rt) <br />16 <br />LF <br />Sta <br />15+52 <br />(43' <br />Lt) to <br />Sto <br />15+95 (43' Lt) <br />43 <br />LF <br />Sta <br />15+95 <br />(43' <br />Lt) to <br />Sta <br />15+76 (25' Rt) <br />72 <br />LF <br />Sta <br />20+94 <br />(25' <br />Lt) to <br />Sta <br />21 +00 (25' Rt) <br />51 <br />LF <br />NINTH <br />Sta <br />STREET <br />10+73 <br />(17' <br />Lt) to <br />Sta <br />10+91 (17' Rt) <br />40 <br />LF <br />Sta <br />12+65 <br />(22' <br />Rt) to <br />Sto <br />12+62 (17' Lt) <br />44 <br />LF <br />Sta <br />13+77 <br />(22' <br />Rt) to <br />Sta <br />15+76 (17' Rt) <br />200 <br />LF <br />Sto <br />15+58 <br />(17' <br />Lt) to <br />Sto <br />15+66 (17' Rt) <br />35 <br />LF <br />Sto <br />17+74 <br />(17' <br />Lt) to <br />Sto <br />17+74 (1' Lt) <br />18 <br />LF <br />Sta <br />18+28 <br />(17' <br />Rt) to <br />Sta <br />18+40 (1' Lt) <br />22 <br />LF <br />Sta <br />20+ 10 <br />(17' <br />Rt) to <br />Sta <br />20+65 (3' Rt) <br />57 <br />LF <br />Sta <br />20+48 <br />(17' <br />Lt) to <br />Sta <br />20+65 (3' Rt) <br />28 <br />LF <br />Sta <br />20+65 <br />(3' <br />Rt) to <br />Sta <br />21 +00 (17' Rt) <br />38 <br />LF <br />ELEVENTH STREET <br />Sta <br />2+48 <br />(17' <br />Lt) to <br />Sta <br />2+55 (17' Rt) <br />35 <br />LF <br />Sta <br />5+83 <br />(17' <br />Lt) to <br />Sta <br />5+83 (17' Rt) <br />34 <br />LF <br />Sta <br />7+80 <br />(17' <br />Rt) to <br />Sta <br />8+43 (17' Lt) <br />72 <br />LF <br />Sta <br />9+50 <br />(17' <br />Lt) to <br />Sta <br />9+78 (17' Rt) <br />44 <br />LF <br />TR E <br />Sta <br />27+57 <br />(20' <br />Rt) to <br />Sta <br />28+29 (21' Lt) <br />85 <br />LF <br />Sta <br />27+57 <br />(21' <br />Lt) to <br />Sto <br />10+73 (D St) <br />55 <br />LF <br />Sta <br />28+29 <br />(21' <br />Lt) to <br />Sta <br />29+00 (19' Lt) <br />84 <br />LF <br />Total <br />1,833 <br />LF <br />18" DIAMETER REINFORCED <br />CONCRETE PIPE (CLASS IV) <br />Location Quantity <br />EIGHTH STREET <br />Sta 5+80 (9' Rt) to Sta 8+60 (9' Rt) 280 LF <br />Sta 8+60 (9' Rt) to Sta 12+02 (25' Rt) 345 LF <br />Tota 1 625 LF <br />12" DIAMETER CORRUGATED <br />STEEL PIPE (0.079" THICK) <br />Location <br />Quantity <br />POCK LANE <br />Sta 62+59 <br />(18' <br />Lt) to Sta 63+ 15 (16' <br />Lt) <br />56 LF <br />Sta 63+ 15 <br />(16' <br />Lt) to Sta 64+ 17 (19' <br />Lt) <br />102 LF <br />Sto 65+80 <br />(18' <br />Lt) to Sta 65+80 (15' <br />Rt) <br />33 LF <br />Total <br />191 LF <br />� No. 38465 <br />Ci vie <br />OF CPS <br />Peter D. Martin <br />Registered Civil Engineer <br />COUNTY OF SAN JOA UIN NO SCALE SUMMARY OF QUANTITIES SOUTH STOCKTON SIDEWALKS <br />Q (Eighth Street, D Street, Ninth Street, Loomis Avenue, Pock Lane and Eleventh Street) <br />SHEET TOTAL <br />NO. SHEETS <br />24 25 <br />
The URL can be used to link to this page
Your browser does not support the video tag.