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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2302501 thru PS-2303000_ - PS-2302612
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2302501 thru PS-2303000_ - PS-2302612
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Last modified
8/25/2023 9:14:31 AM
Creation date
8/25/2023 9:12:32 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2302612
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2023
Notes2
Main St. and Meadowwood Dr.
Address
1015 B Airport Rd., Rio Vista, CA 94571
Application
Moreno Trenching
Type
Trench
Supplemental fields
Cross Ref
PWP7110005
Type (2)
Encroachment Permit (EP)
Text box
ID:
1
Creator:
Created:
8/25/2023 9:12 AM
Modified:
8/25/2023 9:12 AM
Text:
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NOT TO SCALE28" Reflective Cone <br />STOP <br />Flagger Work Zone <br />Temporary Sign Stand <br />23-047 <br />6/28/2023 <br />Sheet: 1 of 1 <br />DATE PREPARED: <br />DRAWING No: <br />SHEET No. <br />REVISION No: <br />SCALE: <br />CONTRACTOR: <br />PROJECT LOCATION:LEGEND: <br />7920 Cucamonga Ave <br />Sacramento, CA 95826 <br />www.statewidess.com <br />Prepared By: Jerric Manier Mobile: (916) 241-6523 <br />Email: jmanier@statewidess.com <br />Contact: Marcus Moreno <br />Mobile: <br />TRAFFIC CONTROL GENERAL NOTES: <br />1. All traffic control devices shall conform to the latest edition of California Manual on Unifo rm Traffic Control Devices (MUTCD) and the Standard Specifications for Public Work. <br />2. High-Level Warning Devices (Flag Trees) Shall consist of minimum of two flags. The flag shall be minimum 16 inches square and be orange or fluorescent red-orange in color. <br />3. All Flaggers shall also be equipped with a C28 “Stop/Slow” paddle and be trained in the prope r fundamentals of flagging traffic. <br />4. NO PARKING signs shall be placed 72 hours prior to set up. Signs shall be posted every 20 -50 linear feet of occupied space with at least one sign at each end of occupied space. <br />5. Access to residences and businesses shall be maintained at all times. Access to be determined in field by existing conditions. <br />6. Maintain a safe pedestrian route at all times. Do Not obscure sidewalks, curb ramps, or cross walks with equipment, debris or vehicles, unless prior approval by the Resident Engineer. <br />Where closures of pedestrian facility is needed, provide detour route with appropriate signa ge. <br />7. Minimum travel lane width must be 12' unless otherwise noted or approved. <br />8. All trenches must be back filled or plated during non-working hours. W8-24 “ STEEL PLATE AHEAD” sign must be posted 250 feet advance of any plate that is in the road way. <br />9. The contractor shall take all necessary precautions to allow emergency vehicles to pass throu gh the construction zones without any delays. <br />10. Place W20-1 “ROAD WORK AHEAD” sign on any side street or high-volume driveway that is within Traffic control zone. <br />11. Engineer or his representative has the authority to initiate field changes to assure public sa fety. <br />ROAD TYPE <br />URBAN (LOW SPEED) -25MPH OR LESS <br />URBAN (HIGH SPEED) -MORE 25MPH TO 40 MPH <br />URBAN (HIGH SPEED) -MORE 40MPH <br />RURAL <br />EXPRESSWAY / FREEWAY 1,000 FEET <br />100 FEET 100 FEET 100 FEET <br />250 FEET 250 FEET 250 FEET <br />350 FEET 350 FEET 350 FEET <br />500 FEET 500 FEET 500 FEET <br />1,500 FEET 2,640 FEET <br />A B C <br />DISTANCE BETWEEN SIGNS <br />* The distances are approximate, are intended for guidance purposes only, and should be applied <br />with engineering judgment. These distances should adjusted by engineer for field conditions, <br />if necessary, by increasing or decreasing the recommended distance. <br />Posted Speed Limit Taper Length Spacing of Cones Sign Spacing <br />Ligurian Vil, Stockton CA <br />Moreno Trenching <br />22-797 <br />STOP <br />250'250' <br />250' <br />250' <br />250' <br />STOP <br />250'250'250' <br />250' <br />250' <br />250' <br />STOP <br />STOP <br />STOP <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ROAD <br />WORK <br />AHEAD W20-1 <br />ONE LANE <br />ROAD <br />AHEAD W20-4 <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4C9A(CA) <br />C9A(CA) <br />BE <br />PREPARED <br />TO STOP <br />W3-4 <br />STOP STOP <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ROAD <br />WORK <br />AHEAD W20-1ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ONE LANE <br />ROAD <br />AHEAD W20-4 <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4C9A(CA) <br />C9A(CA) <br />BE <br />PREPARED <br />TO STOP <br />W3-4 <br />STOP <br />E Main St(35 MPH) <br />E Main St(35 MPH) <br />E Ma in St(35 MPH) <br />E Ma in St(35 M PH)S Walker LnS Walker Ln35 50'-100'35'250' <br />250'250'250'250' <br />250'250'250'250' <br />BE <br />PREPARED <br />TO STOP <br />W3-4C9A(CA) <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 <br />ROAD <br />WORK <br />AHEADW20-1 <br />ONE LANE <br />ROAD <br />AHEADW20-4 C9A(CA) <br />BE <br />PREPARED <br />TO STOPW3-4 <br />50'-100' <br />Taper <br />50'-100' <br />Taper <br />50'-100' <br />Taper <br />www.invarion.com
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