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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2024_PS-2401001 thru PS-2401500_ - PS-2401038
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2024_PS-2401001 thru PS-2401500_ - PS-2401038
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Last modified
4/8/2024 2:42:44 PM
Creation date
4/8/2024 2:40:25 PM
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Permits_Development
DocName
PS-2401038
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2024
Notes2
SS E. Nile Ave. 330' WO Union Rd.
Type - Permit Process
Bell Hole
Trench
Address
215 Mason Circle, Concord,CA 94520
Application
Astound Broadband LLC
Supplemental fields
Cross Ref
PWP7110005
Type (2)
Encroachment Permit (EP)
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CONSTRUCTION NOTES GENERAL NOTES SAFETY <br />I. THE CONTRACTOR SHALL CONTACT THE ADJACENT <br />PROPERTY OWNERS A MINIMUM OF 10 DAYS IN <br />ADVANCE AND AGAIN 2 DAYS IN ADVANCE OF <br />CONSTRUCTION AT THE WORK SITE. <br />2. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE <br />BEFORE WORK IS STARTED. DEVICES NO LONGER <br />REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. <br />3. PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL <br />TIMES. PEDESTRIANS MAY BE RELOCATED ONTO PRIVATE <br />PROPERTY WITH OWNERS PERMISSION ONLY. <br />4. NO EQUIPMENT OR MATERIALS SHALL BE STORED OR <br />PERMITTED TO STAND UNPROTECTED WHERE TRAFFIC IS <br />MAINTAINED UNLESS IT IS ALLOWED BY CITY TRAFFIC <br />ENGINEERING IN WRITING. <br />13. THE LOCATIONS AND SAFE CROSSINGS OF ALL FOREIGN <br />UTILITIES IS THE SUBCONTRACTOR'S RESPONSIBILITY. <br />HAND DIG WHERE REQUIRED. <br />14. A 12" SEPARATION BETWEEN WAVE BROADBAND CONDUIT <br />AND OTHER UTILITIES WILL BE MAINTAINED AT CROSSINGS. <br />15. AT THE END OF EACH WORK DAY, CONDUIT CAPS WILL <br />BE PLACED ON ALL VACANT DUCTS. <br />16. THE REMOVAL, STORAGE, AND REPLACEMENT OF ALL <br />SHRUBBERY SHALL BE THE RESPOSIBILITY OF THE <br />SUBCONTRACTOR. <br />17. CONDUITS WILL ACCESS MANHOLES IN A STRAIGHT LINE <br />TO FACILITATE CABLE INSTALLATION. <br />5. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON 18. <br />ROAD SURFACE DURING NON -WORKING PERIODS UNLESS <br />IT IS ALLOWED BY CITY/STATE/COUNTY TRAFFIC ENGINEER IN WRITING. <br />6. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON <br />SIDEWALK UNLESS IT IS ALLOWED BY CITY/STATE/ COUNTY ENGINEER. 19. <br />7. EXCAVATION MATERIALS SHALL BE STORED AWAY FROM <br />THE PAVED ROADWAY WHENEVER POSSIBLE. ALL SPILLED <br />MATERIAL SHALL BE REMOVED TO AVOID SLIPPERY <br />CONDITIONS. <br />8. EXISTING SIGNS, DELINEATION'S, GUARDRAILS, MARKERS, <br />TREES, SHRUBS, FENCES, WALKS, STEPS, ETC. THAT ARE <br />DISTURBED BY THIS CONSTRUCTION SHALL BE REPLACED <br />OR RESTORED TO THEIR ORIGINAL CONDITION. <br />9. CONTRACTOR SHALL VERIFY EXACT LOCATION AND <br />ELEVATION OF ALL EXISTING UTILITIES IN AREA OF <br />WORK PRIOR TO CONSTRUCTION. CALL UNDERGROUND <br />SERVICE ALERT (USA, 1-800-227-2600) AND ALL <br />OTHER UTILITY COMPANIES AT LEAST 2 WORKING <br />DAYS (BUT NOT MORE THAN 14 CALENDAR DAYS) <br />PRIOR TO CONSTRUCTION. <br />10. CONTRACTOR SHALL HAND DIG AND USE EXTREME CARE <br />WHEN WORKING IN CLOSE PROXIMITY TO EXISTING <br />UTILITIES. <br />11. TRAFFIC SIGNAL DETECTOR LOOP CIRCUITS ARE NOT <br />SHOWN. CONTRACTOR SHALL LOCATE ALL TRAFFIC <br />SIGNAL DETECTOR LOOP CIRCUITS PRIOR TO ANY <br />TRENCHING OR BORING. ALL TRAFFIC LOOP DETECTOR <br />CIRCUITS SHALL BE MAINTAINED AND PROTECTED. <br />NOTIFY TRAFFIC DEPARTMENT 48 HOURS PRIOR TO <br />ANY WORK IN THESE AREAS. <br />12. TRENCH TO PLACE <br />(2) 2" SCH 80 HDPE E/W (1) 12 AWG TRACER WIRE <br />12A. BORE TO PLACE <br />(2) 2" SCH 80 HDPE E/W (1) 12 AWG TRACER WIRE <br />PLACE 12" OF 3/4" GRAVEL BASE BED AT ALL <br />HANDHOLE/SPLICEBOX LOCATIONS. POUR 2 SACK <br />SMOOTH FINISHED CONCRETE SLAB. FOR BASE, <br />MORTAR ALL SEAMS, JOINTS AND CONDUIT OPENINGS. <br />MINIMIZE NUMBER OF POTHOLES WITHIN DRIP LINE OF A <br />STREET TREE. <br />20. CONTRACTOR IS RESPONSIBLE TO ARRANGE A PRE - <br />CONSTRUCTION MEETING WITH THE CITY INSPECTORS <br />AT LEAST 72 HOURS BEFORE STARTING WORK. <br />1. SEE WAVE OSP ENGINEERING & CONSTRUCTION HANDBOOK <br />AND MATERIAL SPECIFICATIONS. <br />2. ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL AND <br />REGULATORY AGENCIES INCLUDING, BUT NOT LIMITED TO <br />OSHA, ETC. GENERAL NOTES SHALL APPLY TO ALL DRAWINGS. <br />3. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE <br />LOCATIONS. SOME EXISTING UTILITIES MAY NOT BE <br />DEPICTED ON THIS PLAN. <br />4. PREFERRED METHOD OF CONSTRUCTION WILL BE <br />DIRECTIONAL BORING. SOME TRENCHING MAY BE <br />REQUIRED IN SPECIFIED LOCATIONS. <br />5. IT WILL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR <br />TO MAINTAIN CONSTRUCTION AS -BUILT DRAWINGS AND <br />PRESENT A COMPLETE SET OF DRAWINGS TO WAVE WITHIN <br />14 DAYS OF WORK COMPLETION. <br />6. APPROXIMATE LOCATIONS OF WAVE SPLICE BOXES ARE <br />SHOWN ON THE PLANS. EXACT FINAL LOCATION OF <br />SPLICE BOXES SHALL BE DETERMINED IN THE FIELD <br />AFTER ALL EXISTING UTILITIES IN THE AREA OF WORK <br />HAVE BEEN LOCATED. COORDINATE FINAL SPLICE BOX <br />LOCATIONS WITH WAVE. <br />21. SPARE CABLE IS TO ORDERED AT THE RATE OF 5% 7. DEPTHS OF EXISTING UTILITIES SHOWN ON PLANS ARE <br />OR 1000' WHICH EVER IS GREATER BASED UPON THE TOTAL APPROXIMATE AND WILL BE VERIFIED IN FIELD PRIOR <br />ORDER, OR PER REEL, AT THE DISCRETION OF RCN AND TO CONSTRUCTION. <br />WITH CONSIDERATION OF AVAILABLE STOCK. <br />22. SIGNAL WIRE: BORED CONDUITS SHALL INCLUDE A TRACER/SIGNAL <br />WIRE OR OTHER METHOD FOR FACILITATING LOCATION OF THE <br />COMPLETION OF INSTALLATION. <br />23. BORING PITS: EXCAVATION AND RESTORATION OF BORING PITS <br />SHALL BE IN ACCORDANCE WITH THE CITY/STATE/COUNTY STANDARDS FOR <br />UTILITY EXCAVATIONS AND LOCATED TO THE SATISFACTION OF <br />THE CITY/STATE/COUNTY ENGINEER. <br />24. REMOVE AND REPLACE SIDEWALKS, CURBS AND GUTTERS <br />AT CONSTRUCTION JOINTS, SEE UNDERGROUND TYPICALS. <br />25. MINIMUM 5 FT. RADIUS ON ALL BENDS UNLESS <br />OTHERWISE NOTED. <br />26. MAINTAIN 36" HORIZONTAL & 18" VERTICAL SEPARATION FROM ALL <br />STORM DRAIN FACILITIES. <br />27. MAINTAIN V MIN VERTICAL & 5' MIN HORIZONTAL CLEARANCE <br />WITH ALL SASD SEWER FACILITIES. <br />28. CONTACT CITY/STATE/COUNTY INSPECTOR FOR PRECONSTRUCTION MEETING. <br />MAINTAIN 5' VERTICAL AND 10' HORIZONTAL CLEARANCE FROM <br />ALL REGIONAL SAN FACILITIES. <br />111111111ING CADFORNIA <br />1. THE CONTRACTOR IS RESPONSIBLE FOR JOB -SITE SAFETY AND SHALL <br />BE RESPONSIBLE FOR ALL LIABILITY IMPOSED BY THE LAW FOR PERSONAL <br />INJURY OR PROPERTY DAMAGE WHICH MAY ARISE OF THE WORK <br />PERFORMED UNDER THE ENCROACHMENT PERMIT, OR WHICH MAY ARISE <br />OUT OF THE SAFETY FAILURE ON THE PART OF THE PERMITTEE TO <br />PERFORM HIS OBLIGATIONS UNDER THIS PERMIT IN RESPECT TO <br />MAINTENANCE OF THE ENCROACHMENT. <br />2. ALL TRAFFIC CONTROL SHALL CONFORM TO THE CURRENT CALIFORNIA <br />DEPARTMENT OF TRANSPORTATION ("MANUAL OF TRAFFIC CONTROLS <br />FOR CONSTRUCTION AND MAINTENANCE WORK ZONE") ("MANUAL OF <br />WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN PERFORMANCE OF <br />WORK UPON HIGHWAYS"). <br />3. ALL EXCAVATIONS SHALL CONFORM TO THE REQUIREMENT OF THE <br />STATE OF CALIFORNIA DIVISION OF OCUPATIONAL SAFETY AND <br />HEALTH. THE PERMITTEE MAY BE REQUIRETO OBTAIN A "PERMIT TO <br />EXCAVATE" FROM THE DIVISION OF INDUSTRIAL SAFETY, DEPARTMENT <br />OF INDUSTRIAL RELATIONS, STATE OF CALIFORNIA. <br />4. CONTRACTOR SHALL FURNISH AND MAINTAIN ALL DEVICES FOR <br />PEDESTRIAN AND VEHICULAR TRAFFIC SAFETY. UNSAFE CONDITIONS <br />WILL BE CORRECTED BY CITY PERSONNEL (OR AGENTS THEREOF) AND <br />THE PERMITTEE WILL BE BILLED FOR ALL EXPENSE INCURRED, OR <br />COSTS SHALL BE RECOVERED FROM CASH DEPOSITS HELD FOR SUCH <br />PURPOSES. <br />fs1 <br />Kd.when below, <br />Cali Before you dig. <br />CALL UNDERGROUND SEEMED ALERT <br />LEAST RVO WORKING DAK BEFORE YOU <br />811 �1-800-227-2600 <br />Project Owner: <br />wave <br />4121 Citrus ave, <br />Rocklin, CA 95677 <br />Tel: (916) 297-3257 <br />ASTOUND SSIID <br />VERIFICATION <br />sCPIE. <br />WA <br />PRASE: <br />2 <br />Lod <br />"MMS <br />02-02-2024 <br />_ <br />MANTECA <br />DESIGNED Of. <br />Mslsim ZhSuusI <br />DI c M: <br />SKEET <br />I Oft <br />2 <br />
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