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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2203001 thru PS-2203500_ - PS-2203097
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2203001 thru PS-2203500_ - PS-2203097
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Entry Properties
Last modified
4/24/2023 11:58:26 AM
Creation date
4/24/2023 11:54:32 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2203097
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2022
Notes2
Drake Ave., Hinkley Ave., Anteros Ave. and Main St. (See Attached DWGS for Exact Locations)
Address
1602 E. Lafayette St., Stockton,CA 95205
Application
California Water Service
Type
Trench;Bell Hole;Bore(up to 12 inch Dia)
Supplemental fields
Cross Ref
PWP730077
Type (2)
Encroachment Permit (EP)
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N <br />y <br />N <br />70 <br />Right Lane Closure (TA-22b)mod <br />Pedestrian Control (TA-28/TA-29) <br />Utility Access & Repair <br />E Main Street <br />Job/P.O. # <br />WORKING HOURS <br />8:30 AM to 3:30 PM <br />Use With TCP #EMS1, General Notes <br />And Legend, At All Times. <br />Maintain Access To All Residents, Businesses, Pedestrians <br />And Emergency Vehicles At All Times. <br />San Joaquin County Will Be Notified 48 Hours Prior to <br />` Horner Avenue Any Road Closure with Location, Date & Duration. All <br />\ 0 Closure Will Be Reopened During Non Working Hours. <br />M M4 -SOL <br />d <br />C 1 t <br />Q d wows G t <br />RIC ROM <br />RIC <br />HEA <br />RDAO d WREAK d RDAO C <br />HEA ` WORK I 71 W20-1 Q <br />*OETON HEA I <br />i L <br />y G W20-1 Q <br />.y ® LANE O130 <br />INE W20_1 0 Q WORK <br />F G W20-1 ,'�' cLOSEo in na„, Q 100' In 100' FAS100' 100' v Wil -1 W -2R W X5 .0W201�tli tWI6-1 d1Qt <br />jt / dou I da<s <br />Merging Taper 245' :So' tLii 250' :So' <br />�— F Moving wdri: Area F E Main Street <br />F Bu//er Zone ,—____-----_ ————————— — — — — —- <br />.—�.�-. i. .— .— Design Speed 35MPH �— <br />~ ,� — — — — — — — — — — — — — — — - <br />----------------- <br />-► —► E Main Street —� ~ —� <br />— — — — — — — — — — — — — — — — — — <br />— — — — ----------- � <br />sign Speed 35MPH —► —► <br />y <br />250' 1 t <br />,�. toerouR y- aorto [MaintaiL,10+ 31tROAD ' LOSEO'� 0 1d tlear ne <br />WORK 100' 100' <br />HEA 100' R11-2 o a C <br />m W20-1 R3-2 <br />SC3 Q _ oetouRRIC <br />AHEAD -� RDAO -I WORK <br />J QI QI WORK Q E <br />C .Y, W20-2 C <br />, <br />lot HEAD <br />l CMAAE� lyt W20-1 W20-1 <br />L. <br />w20-3 NOTICE: Manifest <br />I2 <br />Remo <br />ve Or Reduce Control 55 x +/- Cones <br />Zone When Work Area No Longer 8 x W20-1 Road Work Ahead <br />ffects That Area Of The Roadway 3 x M4 -10L Detour Left <br />--OPTIONAL <br />PEDESTRIAN MITIGATION (FLAG AS NEEDED OR DIRECTED) 3 x M4-1 OR Detour Right <br />C14ARTA CA/MUTCD(Tabie 6C-1,2,384) Based upon 10'-11'-12' Onsets. Adjust If Different S1 S1 2x C30 Lane Closed <br />Taper L pee Sign erging Taper Shirting Taper Shoulder Taper Butter Cone Spacing 2x SC3 Detour Straight <br />Fourmu/a MPH Spacing 00'-77'-72' 00'-00'-02' 101-00'-02' Space Ta er Conflict Wait For Wait For • BE <br />"?� RRERARER 1 x Arrowboard (Single) <br />L = WS2 30 250' 150'-165'-180' 75'-83'-90' 50'-55'-60' 200' 30' 15' coESft ESCOft tO stOR <br />so 35 250' 205'-225'-245' 103'-113'-123' 69'-75'-82' 250' 35' 1 T C9A W3-4 Legend 1 x R1-1 Road Closed <br />40 250'-350' 267'-294'-320' 134'-147'-160' 89'-98'-107' 305' 40' 20' WORK AREA 1 x R3-1 No Right Turn <br />f NOTE: Use single or multiple flaggers <br />45 350'- , 450'-495'-540' 225'-248'-270' 150'-165'-180' 360' 45' 22' with C9A & W3-4 signage spaced at • +/- Cones 1 x R3-2 No Left Turn <br />50 500' 500'-550'-600' 250'-275'-300' 167'-184'-200' 425' 50' 25' <br />55 500' 550'-605'-660' 275'-303'-330' 184'-202'-220' 495' 50' 25' FLAGGED PEDESTRIAN CONTROL see chartA) in all directions from work L'$ Arrowboard (Single) 1 x W11/16-1 Share The Road <br />L = WS 60 80'-720 600'-660'-720' 300'-330'-360' 200'-220'-240' 570' 60' 30' area in addition to the plan to slow or 1 x W20-2 Detour Ahead <br />65 1850' 650'-715'-780' 325'-358'-390' 217'-238'-260' 645' 65' 32' Pedestr/dn monitor Shall Stop pedestrian(s) until stop traffic. flaggers to be competent, i Sign Symbol <br />7o z000• f6700' 770'-840'1 3so•-Sas•-azo• 233'-257'-280• 730' 70• 3s pedestrian path has been re-established. maximum trained and qualified per call/osha 1 x W20-3 Road Closed Ahead <br />- - 9tH length of delay shall not exceed two (2) minutes. regulations. Flaggers to maintain visual ® Type 3 Barricade 1 x W20-5 Right Lane Closed Ahead <br />and/or radio contact at all times. Signal <br />UHen te=e the o=ted =need �, t w-w,dtn (onset w,dtH of neUH of ravel) No pedestrians shall be directed into travel way shall be placed in flashing RED mode. ® work Area Ix W4 -2R Right Lane Merge <br />START DATE: TRAFFIC CONTROL PLAN #_ EMSZ f R ��� <br />2655 E. Miner Ave West Valley Construction TrME: n ac Trench&Traffic <br />DURATrDN= West Valley Construction <br />SUPPLY " ca <br />DWG= Lane Closure ency_ <br />�'l Of .StOCI(tOn <br />Stockton, CA 95205 DarE: a412512022ca on SERVICE I SALES 1 K NTAL <br />Te1:209-639-1107 Fax: 209-639-1107 DRAW/NG NOT TO SCALE E Main Street 976 - 920 - 3304 <br />SAFER ROADS SAVE LIVES <br />ENGINEERS DISCLAIMER: THIS PLAN IS A DRAFT FOR IMPLEMENTATION AT THE DIRECTION OF OTHERS. IT WAS PREPARED IN CONFORMANCE WITH TRAFFIC CONTROL STANDARDS ESTABLISHED BY MUTCD & LOCAL AUTHORITIES. <br />FEILD ADJUSTMENTS MAYBE REQUIRED BY LOCALIZED AND/OR TEMPORARY TRAFFIC CONDITIONS. PREPARER ASSUMES NO LIABILITY FOR ANYACCIDENT INJURY OR DEATH OCCURING FROM THE USE OF THIS PLAN UNLESS SITE SPECIFIC SERVICES ARE PROVIDED. <br />
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