My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2301001 thru PS-2301500_ - PS-2301009
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2023
>
PS-2301001 thru PS-2301500
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2301001 thru PS-2301500_ - PS-2301009
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/6/2023 11:26:28 AM
Creation date
12/6/2023 11:22:59 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2301009
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2023
Notes2
Intersection of Lammers & Schulte Road, Tracy
Address
615 International Parkway,Tracy,CA 95377
Application
Prologis
Type
Widening, LHT Pocket Addition
Supplemental fields
Cross Ref
PWP7110005
DocCategory
Improvement Plans
Type (2)
Encroachment Permit (EP)
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
STRIPING NOTES (ALL STRIPING SHEETS <br />LEGEND (ALL STRIPING SHEETS) <br />1. SIGNING AND STRIPING SHALL CONFORM TO THE APPLICABLE DETAILS OF THE <br />CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) 2022 STANDARD PLANS, INSTALL NEW SIGN PER SAN JOAQUIN COUNTY STANDARDS <br />STANDARD SPECIFICATIONS, LATEST CALIFORNIA MUTCD, SIGN SPECIFICATIONS <br />SHEETS, AND THE SPECIAL PROVISIONS. EXISTING SIGN TO REMAIN UNLESS OTHERWISE NOTED <br />2. EXISTING STRIPING TO BE REMOVED FROM STATION 86+79 TO 95+68 AS SHOWN ON <br />THESE PLANS. <br />3. EXISTING STRIPING TO BE REMOVED SHALL BE DONE BY GRINDING. AFTER GRINDING, <br />SLURRY SEAL SHALL BE APPLIED TO THE AREA. <br />4. ALL STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. ALL TRAFFIC <br />STRIPES AND PAVEMENT MARKINGS SHALL BE APPLIED AT A THICKNESS OF 0.150 <br />INCH. <br />5. ANY EXISTING STRIPING THAT CONFLICTS WITH THE PROPOSED STRIPING SHALL BE <br />REMOVED AT THE APPROVAL OF THE COUNTY ENGINEER. <br />6. ALL SIGNS AND POSTS SHALL BE INSTALLED PER CITY STANDARD 151 AND MUST <br />MEET MUTCD STANDARDS. <br />7. REMOVE SIGN POST IF ALL SIGNS ON THE POST ARE TO BE REMOVED. <br />8. INSTALL REFLECTIVE BLUE MARKERS AT EVERY FIRE HYDRANT. <br />9. ALL SIGN LOCATIONS SHALL BE VERIFIED BY FIELD INSPECTOR BEFORE INSTALLATION <br />BREAK IN AT <br />q <br />00 <br />00 <br />EXISTING PAVEMENT MARKING TO REMAIN <br />-qow� INSTALL NEW TYPE III PAVEMENT MARKING PER A24B OF CALTRANS STD PLANS (THERMOPLASTIC) <br />a INSTALL 'SIGNAL' PAVEMENT MARKING PER A24D OF CALTRANS STD PLANS (THERMOPLASTIC) <br />INSTALL 'AHEAD' PAVEMENT MARKING PER A24D OF CALTRANS STD PLANS (THERMOPLASTIC) <br />INSTALL NEW STRIPING PER DETAIL NUMBER <br />EXISTING STRIPING TO REMAIN <br />■ FIRE HYDRANT BLUE MARKERS PER TRACY STANDARD PLAN NO. 401 <br />—*14— CHANGE OF DETAIL NUMBERS <br />600' DETAIL <br />00 <br />(11'x55mph <br />IN AT <br />GENERAL NOTES: (FOR ELECTRIAL DETAIL ONLY) <br />91 <br />1. ALL WORK SHALL CONFORM TO THE 2022 STATE STANDARD PLANS AND <br />STANDARD SPECIFICATIONS, AND THE LATEST EDITIONS OF THE CAMUTCD, <br />CITY OF TRACY STANDARDS AND SPECIFICATIONS, AND THE SPECIAL <br />PROVISIONS. <br />2. SIGNAL AND LIGHTING EQUIPMENT, INCLUDING STANDARDS, PULL BOXES, <br />CONDUIT, AND DETECTORS ARE SHOWN IN THEIR APPROXIMATE <br />LOCATIONS. FINAL LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE <br />ENGINEER. THE CONTRACTOR SHALL GIVE TWO FULL WORKING DAYS <br />NOTICE TO THE ENGINEER FOR VERIFICATION. <br />3. LOOP DETECTORS SHALL BE CENTERED IN THEIR EFFECTIVE LANE WIDTHS <br />OR LOCATED THREE FEET FROM ADJACENT LANE. ALL LOOPS SHALL BE <br />INSTALLED PRIOR TO FINAL LIFT. <br />4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING <br />UTILITIES WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS. THE <br />CONTRACTOR SHALL CONTACT USA, (800) 642-2444, AT LEAST TWO <br />FULL WORKING DAYS BEFORE BEGINNING WORK. WHERE MARKINGS ARE <br />NEAR PROPOSED FOUNDATIONS, THE CONTRACTOR SHALL LOCATE <br />UNDERGROUND UTILITIES BY POTHOLING PRIOR TO EXCAVATING. <br />m <br />DETAIL 27B <br />DETAIL 27B <br />DETAIL 22 <br />ELECTRICAL DETAIL - SCALE 1"=20' <br />11' ' <br />Ti <br />12' <br />3�I <br />`--285' DETAIL 38 <br />R5-3( ECIAL) <br />LAMMERS ROAD <br />COUNTY OF SAN JOAQUIN ROW <br />J <br />pil <br />r <br />0 40' 80' <br />SCALE: 1"=40' <br />i <br />00 <br />i <br />r <br />J <br />I +00 <br />CITY OF TRACY ROW <br />} <br />m <br />z <br />0 <br />Ex. 2"c, 2#14 340' <br />214L LIMIT <br />TO <br />LINE <br />U) <br />FA---- <br />- <br />dh <br />CB <br />Ex. c, 1 dlc, 2#14 <br />RELOCATE EXISTING 1-8 FLASHING <br />RL BEACON POLE, SIGN AND EQUIPMENT <br />TO NEW FOUNDATION. INSTALL <br />AC -BERM TO PROTECT <br />IF EXISTING DETECTOR LOOP IS <br />DAMAGED DURING WIDENING THE <br />CONTRACTOR SHALL REPLACE IN <br />zaaaaa <br />KIND. <br />ELECTRICAL DETAIL - SCALE 1"=20' <br />11' ' <br />Ti <br />12' <br />3�I <br />`--285' DETAIL 38 <br />R5-3( ECIAL) <br />LAMMERS ROAD <br />COUNTY OF SAN JOAQUIN ROW <br />J <br />pil <br />r <br />0 40' 80' <br />SCALE: 1"=40' <br />i <br />00 <br />i <br />r <br />J <br />I +00 <br />CITY OF TRACY ROW <br />} <br />m <br />z <br />0 <br />U) <br />Lu <br />zaaaaa <br />m <br />z <br />0 <br />Lu <br />zaaaaa <br />QROFESS/ <br />C.D <br />w- No. 15347 <br />1 <br />3 <br />V <br />9� CAI�F�� <br />o <br />�? <br />w <br />C o o <br />w <br />C�U <br />C <br />E <br />N V <br />� a�E <br />CD <br />x <br />M <br />w <br />�� <br />Z <br />CD <br />C) <br />C) <br />Y <br />H <br />Q <br />H <br />z <br />O <br />LL <br />J <br />Q <br />QU <br />Z <br />Z <br />(D Q Q <br />Z p O <br />a Q 00-1 <br />O <br />[YLu <br />J <br />0 0 <br />z <br />Lu 2 <br />Q 2 0 <br />Q <br />Z <br />Z <br />0 <br />U <br />Q <br />DATE 07, 2023 <br />SCALE AS SHOWN <br />DESIGNER ESB <br />DRAWN BY <br />AM <br />JOB NO. A09500-475 <br />SHEET ss -1 <br />OF 6 SHEETS <br />
The URL can be used to link to this page
Your browser does not support the video tag.