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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2018_PS-1802001 thru PS-1802500_ - PS-1802332
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2018_PS-1802001 thru PS-1802500_ - PS-1802332
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Last modified
9/19/2023 2:02:09 PM
Creation date
9/19/2023 1:57:50 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1802332
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2018
Notes2
W/S of Airport Way S/O Weber Slough
Address
266 Val Dervin Pkwy. Stockton,CA 95206
Application
Teichert Construction-Ryan Alexander
Type
Trench, Southbound(Airport Way), Lanes Closure
Supplemental fields
Cross Ref
PWP790104
Type (2)
Encroachment Permit (EP)
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IN <br />N <br />A <br />00 <br />6 <br />0 <br />N <br />TCP#SAP1 <br />Traffic Control Plans <br />Utility Access,Repairs & Improvements <br />S Airport Way <br />Road Closure/Lane Closure <br />City Of Stockton <br />Teichert Construction <br />24207 Country Road 100A <br />Davis Ca, 95616 <br />Tel: 530-406-4200 Fax: 530-406-4299 <br />1. Maintain a full andclear open lane ten (10'+) foot minimum during construction hours. Keep access for emergency vehicles, / <br />mpublic services, regional transit, business and residents namtamed at all tines. All lanes shall be open during non-worMng hours <br />m 2. Sign spacing and tapers based on 25 MPH =100; 35 MPH = 250; 45 MPH = 350'-500` Refer to and use CA/MUTCD 0313112021, RE/6, CALTRANS 8. <br />standard Diane manual as a minim standard and be in compliance with local City/County/State requirements. Remove or cover conflicting signs. <br />3. Mus! always monitor and maintain traffic control zones at all tines. All temporary traffic control devices shall not block or impair hydrants and/or driveways/bus stops. <br />4. All signage and channedzers to be visDie to approaching malorisls for a minimum of 1000'. g. <br />NICHT VvORK All signage and channedzers to be nght visible retroreflectwe to approaching motorists for a minrnum of 1000' feet Signage S to be flagged <br />andror Oghled. Signs shall be designed and commercially manufactured in accordance with the mos! recent Cahrans standard specifications and the CA/MUTCD. 10. <br />5. The locabon of the signs shown on the lllustrabon are guidelines and actual locabons will depend upon allgnment(ccurves), grade (Nis), Iocabon ofstreet 11. <br />In(ersec0onsand85fhpercen0le/poMedsoeedllmi(s/prlmafacle.Temporary6alflccontrolslgnage(oberemovedorcovered duringnon-working hours 12 <br />Field adjusts as needed by the trained traflc control supervisor and/or controlling authority 13. <br />6. All open excavations during non-worMng hours are to be secured with a non-skid sleelplats,, fenced andror backfilled Shoulders to have a 4:1 slope. 14. <br />Piecebum W8-1 steel Dietssheds (W8-241 and/oropen trench C21 as needed re uiredor directed <br />CHARTA CAVMUTCD(Table 6C-1,2,3&4) Based Upon 10'-11'-12' Ofsa s_ )us eren PEDESTRIAN MITIGATION - (WORKING HOW <br />TaperL pee Sign Merging Taper Shilling Taper Shoulder Taper Buller Cone Spacing PEDESTRANSVNLLBE ESCORTEDTHR( <br />ourmula MPH Spacing fg- 12' 10'11'42' 10=11'42' Space Ta er Oonllic! <br />25 <br />led 1 105'-115'-125' 1 5T-ou-t 1 J0 -J9 42 1 105' 25' 12' AND/OR AROUND WORK AREA BY <br />L=WS' 30 250' 150'-165'-1UIJ 75'-a3'-90' 50-55-60' 200' 30' 15' CONTRACTOR IN ASAFE MANNER. <br />s0 35 250' 205'-225'-245' 103'-113'-123' 69'-75'-a2' 250' 35' 1T PEDESTRIAN MITIGTION-(NON-woPKING Ni <br />L=WS <br />the,,,,,e tde — -.d — —Id(hm1-t-Idtd ofp—or--1 <br />Post tow away -no stopping signs with dates and/or times seventy- Mo (72) hours prior to the start of work Remove or reduce control zone when the work area no longer <br />affects that area of the roadway, <br />Pedestrian Mitigation: TC45145. I and with section 12-2 of the County/City Standards Construction Specifications and in a fashion where as they do not traverse private <br />property or are directed into travel way, Each project shall be reviewed to ensure that complete, safe, useable and accessible paths -0f -travel are maintained at all times <br />during construction. Written permission is required to access private property <br />Flagger to be competent, trained and qualified per Cal Osha/Caltrans regulations. Flaggers to maintain visual andlor radio contact at all times. Each Flagger shall be <br />illuminated by a Tight plant during hours of darkness <br />Notify and coordinate with city/county/state traffic engineer when any work is preformed within two hundred feet (200') of any signalized intersection. <br />Notify police departments fire departments public services regional transit business and/or residents prior to any shouMer closure lane closure and/or road closure. <br />No construction equipment allowed In the bufferzone and/or the transition area at any time. <br />Advance warning signage shall be sizes 48"x48° on orange background with black lettering. <br />Channeling devices, indivdual spacing and taper lengths are based on the appropriate measurements respective to the chart (see chartA listed within these plans). <br />reono • eE <br />rte, .moo soo J <br />See CM1IA B®CM,IA Bee CMhA v Bee CM,IA _I <br />W20-1 20-4 C9 3-4 <br />NOTE : When two 10' (ft) Lanes cannot be maintained in all directions or when work area affects <br />I crossing street use single or multiple Flaggers with W20-1, W204,C9A &W34. Signage spacing <br />as CHARTA in all directions from the work area. Flaggers to be competent, trained and qualified <br />per Cal OshmCaltrans regulations. Flaggers maintain visual andlor radio contact at all times. <br />NIGHT WORK : Each Flagger shall be illuminated by alight plant during the hours of darkness. <br />Trench &Traffic <br />SUPPLY <br />SERVICE I SALES I RENTAL <br />916 - 920 - 3304 <br />FOUR (4') FOOT MINIMUM CLEAR PATHWAY <br />EXCLUSIVE OF CHANNELIZERS. PATHWAY <br />SU R FACE SHALL BE LEVELAND NOT HAVE <br />SLOPE GREATER THAN 12 1NORACROSS <br />SLOPE GREATER THAN 2%. THESURFACEOFTHE <br />PATH SHALL BE FIRM, STABLE AND SLIP <br />RESISTANT THE PATHWAY SHALLBE <br />CON STRUCTED OF CONCRETE, ASPHALT NON <br />SLIP PLYWOOD, NONSLIPSTEELPLATE OR <br />EOUNLANT. SURFACE DISCONTINUITIES SHALL <br />NOT EXCEED ONE -HALF (1/2")INCH MAXI MU M. <br />30' 360' 45' 22' <br />20' 495' 50' 25' <br />40' 570' 60' 30' <br />60' B45' 65' 32' <br />'80' 730' 70' 35' <br />J <br />reono • eE <br />rte, .moo soo J <br />See CM1IA B®CM,IA Bee CMhA v Bee CM,IA _I <br />W20-1 20-4 C9 3-4 <br />NOTE : When two 10' (ft) Lanes cannot be maintained in all directions or when work area affects <br />I crossing street use single or multiple Flaggers with W20-1, W204,C9A &W34. Signage spacing <br />as CHARTA in all directions from the work area. Flaggers to be competent, trained and qualified <br />per Cal OshmCaltrans regulations. Flaggers maintain visual andlor radio contact at all times. <br />NIGHT WORK : Each Flagger shall be illuminated by alight plant during the hours of darkness. <br />Trench &Traffic <br />SUPPLY <br />SERVICE I SALES I RENTAL <br />916 - 920 - 3304 <br />
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