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PW-ENCUTIL-2602517
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Encroachment(EP)/Driveway(DW) Permits
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2026
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PW-ENCUTIL-2602517
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Last modified
9/3/2026 4:35:44 PM
Creation date
8/26/2026 10:31:13 AM
Metadata
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Template:
Permits_Development
DocName
PW-ENCUTIL-2602517
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2026
Location
2013 E 7TH ST STOCKTON
Type - Permit Process
Overlash approx. 491'± of fiber along existing poles, bore approx. 85'± to place (2) 2" conduit and 1 new power supply, and perform splicing at 12 existing locations for Comcast services.
Address
12687 S MANTHEY RD Lathrop, CA 95330
Application
Mastec Nother America Inc
Project #
110005
Type
Utility Encroachment
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1�36 CM 114')MIN. <br />--------------------------- STRAW BALES STRAW BALES <br />450MM 60 MIL POLYETHYLENE <br />8')MIN. <br />450 MM <br />_ <br />(10') MIN. 50 X 50 MM (2"X2.) <br />A A 900 AM STAKES ORM4 J-BNRS <br />(36')MIN. 2PER BALE TYP. <br />m� <br />ONORET <br />SECTION A -A <br />SIGN �EW MM <br />STORM WATER <br />(24"MIN. <br />BALE CONFIGURATION <br />PROTECTION PLAN <br />I <br />} <br />THIS SECTION REMOVED FOR <br />GRAPHICAL REPRESENTATION <br />NOTES: ONLY. STRAW BALE PERIMETER <br />1.) FACE SIGN TOWARD NEAREST STREET OR SHALL BE CONTINUOUS. <br />ACCESS POINT. CONCRETE WASHOUT <br />2.) CONCRETE WASHOUT SHALL BE LOCATED <br />BEHIND THE CURB AND 1S M (W FT.) <br />MINIMUM FROM DRAINAGE INLETS OR <br />WATERCOURSES <br />FILTER BAG FILTER BAG NOTES <br />PLACEMENT AT TYPE PLACEMENT AT TYPE I.THEMMIMUM—NAGEAREAPERFILTER <br />B AND E DROP INLETS A, C, D, & F DROP INLETS n LLB O MORE THAN 0.8 HECTARES <br />AND PARKING LOTS ACRES) <br />2.THE FILTER BAG SHALL BE MANUFACTURED <br />EXISTD4G 1pEN 5 LM (2') DETAIL A EXISTING DROP FROM UV RESISTANT POLYPROPYLENE NYLON, <br />ACCEPTED <br />BACK HODO MINNM, POLYESTER, OR ETHYLENE FABRIC NTH <br />INLET (RATE MINIMUM TENSILE STRENGTH OF 2E0 LBE PER <br />SEDIME TCONORGTHER <br />SEDIMENT CONTROL BMP. PUCE BAGS <br />DAM DETAIL A LINEAL FOOT,, AN EpUNALENT OPENING SIZE <br />TIGHT AGAINST FACE OF CURB. <br />CURB NOTGREATE THAN 20 GIEVEAND VATHA <br />MINIMUM FLOW RATE OF 40 <br />BACK OF CURB <br />E GALLONS�MINUTGSO FT . <br />".'f <br />FACE OF CURB SEE NOTE2 <br />3. THE FILTER BAG MAY BE SUSPENDED FROM <br />": LMINIMUM •a' OR HELD INPLACE BY THE EXISTING <br />• .!, <br />I', 1`BAG WIHTN :I. cRATEIOR OTHERAPPRovED METHOD), <br />S LN (27' j GALK OF PROVIDING NO MODIF-TION OR DAMAGE <br />MINIMUM GRATE) CONTACT SHALL BE DONE TO THE INLET GRATE OR <br />AT BALK AT FRONT FRAME THE INLET GRATE SHALL NOT BE <br />CONTACT, CAUSED TO REST MORE TLAN 13MM (5) <br />Ra:^J <br />AND SIDES <br />(FLDaD \ ALL SIDE ABOVET HE INLET FRAME(SEE DETAIL A). <br />45° <br />RELEASE) <br />MA%IMUM 4,THE FILTER MY EXTEND TO THE <br />THE WLET BOX PROVIDED THE <br />BAG DEPTN OUTLET PIPE IS UNOBSTRUCTED. <br />LIP OF GUTTER <br />5 FLarvs SHALL NOT BEULwvEo To BYPASS <br />OUTLET PIPE oR ICESOFTHEINL <br />GATCHFASSLOTALLRFLOOF <br />DRAINAGEINLET <br />OUTLET PIPE RELEASE. <br />IXCEPTAS SHOWN FOR FLOOD RELEASE. <br />WITH FILTER BAG <br />DETAIL A <br />1.3 CM (.5-) 61NLET nLTER BAGS SHALL BE INSPECTED <br />EXISTING DROP VrEEKLYANDAFTER EACH RAINFALL DURING <br />INLET G\FRA7�TEy{��{�'�� MAXIMUM THENETSEAsoNANDMONTHLYWRING THE <br />NOTES: INLET SEDIMENT <br />ON. <br />1.) PLAN VIEW <br />UPSTREAMBE CONTROL <br />THIRD HEDEP HOF HHALL <br />IORS HAVE <br />REACHED ONE THIRD THE DEPTH OF THE BAG. <br />REACHED <br />SEDIMENT CONTROL BMP SHALL BE <br />EDWENNT O TROD <br />/J BAGS SHALL BE REPAIRED OR REPLACEDAS <br />REMOVED WEEKLY AND PRIOR TO A <br />SOON AS DAMAGE OCCURS. <br />RNNFPJL EVENT. <br />2)PUCE BMP'S TIGHTLY TOGETHER AT <br />FILTER B <br />J0INTS TO PREVENT OR MINIMIZE <br />FRAME EXISTING DROP STORM DRAIN INLET <br />SEEPAGE AT JOINTS. <br />(OPTIONAL) INLET FRAME FILTER BAG <br />THIS IS AN <br />COMCAST <br />DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />IMPORTANT NOTICE <br />. <br />PlannENG *ro�n46B3+� <br />REV <br />DESCRIPTION <br />DATE <br />DESIGN: N.PE <br />Section // 4216/4217 of the Government Code requires a <br />o Plan-@@j.IU <br />.� <br />0 <br />ISSUE FOR PERMIT <br />OS 20 2026 <br />/ / <br />BRT•'•Pi.nn. .o <br />DRAWN BY: KL.WS <br />Dig Alert Identification Number to be issued before a <br />"Permit to Excavate" will be valid For your Dig Alert I.D. <br />PROJjj: JB2454310• <br />DRAWN BY: <br />CALL TOLL FREE <br />CONSTRUCTION TYPE: BORE, OVERLASH &SPLICING <br />APPROVED: <br />48 HOURS BEFORE YOU DIG <br />SYSTEM: STOCKTON <br />UNDERGROUND SERVICE ALERT <br />APPROVED: <br />1-800-227-2600 <br />NODE: SHEET: 3 OF 28 <br />
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