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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_PS-2000001 thru PS-2000500_ - PS-2000183
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_PS-2000001 thru PS-2000500_ - PS-2000183
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Last modified
1/18/2023 2:44:47 PM
Creation date
1/18/2023 2:41:45 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2000183
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2020
Notes2
Wilson Way-Newton Rd.-Cherokee Rd. Detour
Address
PO Box 1508, Rancho Cordova,CA 95741
Application
Viking Construction
Type
Traffic Control Devices & Detour
Supplemental fields
Cross Ref
PWP7110005
Type (2)
Encroachment Permit (EP)
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B/B123412567891301TH-1APPROVED FOR TRAFFIC HANDLING WORK ONLYSCALE: 1" = 50'LEGEND:XXREMOVE THERMOPLASTIC TRAFFIC STRIPE CHANNELIZER (SURFACE MOUNTED)CONSTRUCTION AREA27B27BABBREVIATION:NOTES:11'AAREMOVE THERMOPLASTIC PAVEMENT MARKING "WW"DIAGONAL LINE1' WHITE25A25A DistCOUNTYROUTEPOST MILESTOTAL PROJECTSHEETNo.TOTALSHEETSLAST REVISION No.Exp.CIVILR E G IS <br />T <br />ERED <br />P <br />ROFESSIONALENGINEERSTATEOFCALI <br />FOR <br />NIA REGISTERED CIVIL ENGINEERTIME PLOTTED => <br />DATE PLOTTED => <br />12:59 <br />20-JUN-2019 PLANS APPROVAL DATEDATECOPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS01-11-19USERNAME =>s113541DGN FILE =>1016000022md001.dgnRELATIVE BORDER SCALEIS IN INCHES0123UNIT1512PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/201010xxxxxSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDFUNCTIONAL SUPERVISORRR <br />99SJANDREY CHEVYCHALOV KEVIN MURAI <br />(80' TOTAL)CONCRETE BARRIER (TYPE K)BEGIN RELOCATE Sta 125+15 "WW"CONCRETE BARRIER (TYPE K)END RELOCATE Sta 126+75 "WW"LL LANE LINE10160000221AMARJIT DHILLON <br />TRAFFIC HANDLING PLAN21.7BEGIN Temp DETAIL 27BBEGIN REMOVE DETAIL 27BSta 123+59 "WW"BEGIN Temp DETAIL 25ABEGIN REMOVE DETAIL 25ASta 124+19 "WW"END Temp DETAIL 25A, 27BEND REMOVE DETAIL 25A, 27BSta 128+59 "WW"ROUTE 99ROUTE 99FROM <br />TO <br />AREACONSTRUCTION27BSECTION A-ANO SCALE11'"WW"LOL1'1'Var25AF <br />R <br />OMTO REMAIN IN PLACEEXIST CRASH CUSHION SYSTEM INDICATED.2. CONCRETE BARRIER (TYPE K) TAPERS MUST BE 10:1 UNLESS OTHERWISE TO THE TRAFFIC SIDE OF THE RAILING.1. STATION/OFFSET CALLOUTS FOR CONCRETE BARRIER (TYPE K) REFERCONCRETE BARRIER (TYPE K)RELOCATECONCRETE BARRIER (TYPE K)RELOCATEAMARJITDHILLONC6745806/30/1906-T R A F F IC D E S IG N <br />6-17-19801-07-1937
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