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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_PS-2003001 thru PS-2003500_-PS-2003155
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_PS-2003001 thru PS-2003500_-PS-2003155
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Last modified
2/3/2023 2:31:01 PM
Creation date
2/3/2023 2:29:20 PM
Metadata
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Template:
Permits_Development
DocName
PS-2003155
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2020
Notes2
W/S Manthey Rd. 130' S/O Briggs Ave.
Address
5555 E. Olive RM#300111, Fresno,CA 93727
Application
AT&T-Fresno
Type
Bore (over 12 inch Dia)
Supplemental fields
Cross Ref
PWP730079
Type (2)
Encroachment Permit (EP)
Rectangle
ID:
1
Creator:
Created:
2/3/2023 2:29 PM
Modified:
2/3/2023 2:29 PM
ID:
2
Creator:
Created:
2/3/2023 2:29 PM
Modified:
2/3/2023 2:29 PM
ID:
3
Creator:
Created:
2/3/2023 2:29 PM
Modified:
2/3/2023 2:29 PM
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NEW POLE # 23 <br />NEW POLE # 24 <br />NEW POLE # 25 <br />NEW POLE # 26 <br />NEW POLE # 27 <br />NEW POLE # 28 <br />NEW POLE # 22 <br />FILE NAME: <br />DATE <br />EMAIL ADDRESS <br />LAYOUT ENGINEER <br />TELEPHONE NUMBER <br />FACILITY ENGINEER <br />TELEPHONE NUMBER <br />GEOCO <br />CENTRAL OFFICE <br />UNDERGROUND CONSTRUCTION <br />DRAWING: <br />AT&T IDDATE <br />REVISIONS <br />APPROVED <br />CHECKED <br />DRAWN <br /> SCALE <br />PROJECT NUMBER <br />600 E. GREEN ST. ROOM 300 <br />PASADENA, CA 91101-2020 <br />JOHN JOHNSTON <br />626-817-4258 <br />JJ1823@ATT.COM <br />TATE, KEVIN MARCELLE <br />559-454-4110 <br />UE-76 <br />STOCKTON REDWOOD <br />A01MQ5N <br />1/8 <br />07/29/20 CYIENT <br />1" = 40' <br />UE76 A01MQ5N TCP <br />WORK HOURS: 9:00 A.M. TO 3:30 P.M. <br />MONDAY TO FRIDAY <br />CYIENT, Inc. <br /> <br />N <br />WORK AREA ADDRESSES <br />VICINITY MAP <br />NEW POLE # 15 <br />NEW POLE # 16 <br />NEW POLE # 17 <br />NEW POLE # 18 <br />NEW POLE # 19 <br />NEW POLE # 20 <br />NEW POLE # 21 <br />VICINITY MAP <br />12565 S MANTHEY RD <br />10910 S MANTHEY RD <br />TRAFFIC CONTROL PLANS GENERAL NOTES <br />ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, <br />STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD PLAN A-20, DETAILS. <br />3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES, <br />4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON <br /> REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, <br />THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSITY <br />AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE <br /> DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC <br />6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, <br />7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, <br />1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION. <br /> ALL TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. <br />5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. <br />REFECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. <br /> DURING CONSTRUCTION. <br />2. <br />AND DRIVEWAYS AT ALL TIME. <br />8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY <br />9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE <br />10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN <br />THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY <br />ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES <br /> AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. <br /> INSTALLED PRIOR TO COMMENCING CONSTRUCTION. <br />DURING CONSTRUCTION. <br /> HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. <br />14. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED <br /> BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF <br /> NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL <br /> BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE <br />13. REMOVE OR TURN OFF SIGNS DURING NON-WORK HOURS. <br /> REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER AND/OR STATE INSPECTOR. <br />12. MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON-WORKING <br />11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE <br /> ENGINEER BASED UPON CONSTRUCTION CONDITIONS. <br />15. HALF ROAD CLOSURE REQUIRES APPROVAL FROM DEPARTMENT OF PUBLIC WORKS <br />UPON COMPLETION OF EXCAVATION, CONTRACTOR SHALL RESTORE ANY PAVEMENT <br />MARKINGS AND STRIPING THAT WERE REMOVED DURING CONSTRUCTION. <br />16. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO TRAFFIC SIGNAL EQUIPMENT <br />SUCH AS LOOP DETECTORS, CONDUIT, ETC. <br />18. ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCHPLATED AT THE END OF EACH <br />WORK DAY. ASPHALT RAMP SHALL BE PLACED AROUND EACH TRENCHPLATE TO <br />PREVENT THE PLATE FROM BEING DISLODGED. CONTRACTOR SHALL MONITOR <br />TRENCHPLATES DURING NON-WORKING HOURS TO ENSURE THAT THEY DO NOT <br />19. TEAR DOWN AND SET UP TEMPORARY TRAFFIC CONTROL DEVICES DAILY. <br />20. CONTRACTOR SHALL CONTACT FIVE BUSINESS DAYS <br />PRIOR TO CONSTRUCTION TO POST TEMPORARY NO PARKING SIGNS AND COVER <br />BECOME DISLODGED. <br />PARKING METERS. <br />CONTRACTOR SHALL CONTACT TRANSIT AUTHORITY 72 HOURS PRIOR TO START OF WORK TO <br />TEMPORARY RELOCATE BUS STOP. <br />17.
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