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<br />1" PLANE AND
<br />OVERLAY LIMIT
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<br />13
<br />PAVING LEGEND:
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<br />OVERLAY LIMIT
<br />PROPER
<br />TRANS
<br />2'
<br />LANDSCAPE
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<br />1" PLANE AND
<br />OVERLAY LIMIT
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<br />1" PLANE AND
<br />OVERLAY LIMIT
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<br />5.5' 15'± 12' 12'± 3'± 13.5'±
<br />-TT
<br />Was
<br />SIDEWALK PROPOSED CURB SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER
<br />AND GUTTER VARIES VARIES
<br />�-
<br />APPROXIMATE
<br />SAWCUT, VARIES
<br />1 SANGUINETTI LANE TYPICAL CROSS SECTION
<br />NOT TO SCALE
<br />EXISTING CONCRETE
<br />CONCRETE TO REMAIN
<br />PAVING KEY NOTES:
<br />OINSTALL HEAVY DUTY CONCRETE PER LEGEND, THIS SHEET
<br />O2 INSTALL LIGHT DUTY CONCRETE PER LEGEND, THIS SHEET
<br />OINSTALL ASPHALT PAVEMENT PER LEGEND, THIS SHEET
<br />OINSTALL VERTICAL CURB, GUTTER AND SIDEWALK PER SAN JOAQUIN COUNTY STD. DWG.
<br />NO. R-7, SHEET OC7.1
<br />OINSTALL TYPE 1 COMMERCIAL DRIVEWAY PER SAN JOAQUIN COUNTY STD. DWG. NO. R-13,
<br />SHEET OC7.1
<br />OINSTALL 1" ASPHALT PAVEMENT OVERLAY PER LEGEND, THIS SHEET
<br />O7 INSTALL TRENCH BACKFILL PER LEGEND, THIS SHEET
<br />OINSTALL 4" WHITE RIGHT EDGELINE STRIPING TO MATCH EXISTING, PER CALTRANS
<br />STANDARD PLAN A2013, DETAIL 27B
<br />OINSTALL 4" DOUBLE YELLOW CENTERLINE TO MATCH EXISTING, PER CALTRANS STANDARD
<br />PLAN A20A, DETAIL 21
<br />10 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D
<br />11 INSTALL LIMIT LINE (STOP LINE) PAVEMENT MARKING PER CALTRANS STANDARD PLAN
<br />A24G
<br />12 INSTALL RAILROAD CROSSING SYMBOL PAVEMENT MARKING PER CALTRANS STANDARD
<br />PLAN A24B
<br />13 INSTALL TRANSVERSE CONSTRUCTION JOINT FOR EXISTING CONCRETE PAVEMENT PER
<br />CALTRANS STANDARD PLAN P10
<br />GENERAL PAVING AND DIMENSIONING NOTES:
<br />PROPERTY LINE
<br />SANITARY SEWER
<br />\ EASEMENT
<br />/1X
<br />ALL MATERIAL AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THE
<br />HEAVY DUTY CONCRETE (T.I. = 6.5)
<br />�.
<br />6" (4,000 PSI) PORTLAND CEMENT CONCRETE WITH #4 BARS @ 12" O.C. EACH
<br />WAY OVER 12" CLASS II AGGREGATE BASE OVER SUBGRADE PREPARED PER
<br />STOCKTON STANDARD SPECIFICATIONS (LATEST EDITION).
<br />PROJECT GEOTECHNICAL REPORT
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR
<br />LIGHT DUTY CONCRETE (T.I. = 4.5)
<br />4" (4,000 PSI) PORTLAND CEMENT CONCRETE WITH #4 BARS @ 12" O.C. EACH
<br />1. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTION
<br />WAY OVER 12" CLASS II AGGREGATE BASE OVER SUBGRADE PREPARED PER
<br />PAVEMENT, CURBS, DRIVEWAYS OR SIDEWALKS TO REMAIN (NO SEPARATE
<br />PROJECT GEOTECHNICAL REPORT
<br />ASPHALT PAVEMENT (T.I. = 6.5, R = 40)
<br />DIMENSIONS NECESSARY FOR CONSTRUCTION OF THIS PROJECT.
<br />4" ASPHALT CONCRETE OVER 14" CLASS II AGGREGATE BASE OVER SUBGRADE
<br />PREPARED PER PROJECT GEOTECHNICAL REPORT
<br />7.
<br />1" ASPHALT PAVEMENT OVERLAY
<br />2. ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING, CENTER OF
<br />RESURFACE WITH 1" OF ASPHALT CONCRETE PER SAN JOAQUIN COUNTY STD.
<br />SIDEWALKS AT NEW PAVEMENT, CURB AND SIDEWALK JUNCTURES. NO
<br />DWG. NO. R-36, SHEET OC7.1
<br />TRENCH BACKFILL
<br />LL
<br />TYPICAL TRENCH BACKFILL PER SAN JOAQUIN COUNTY STD. DWG. NO. R-29,
<br />SHEET OC7.1
<br />EXISTING CONCRETE
<br />CONCRETE TO REMAIN
<br />PAVING KEY NOTES:
<br />OINSTALL HEAVY DUTY CONCRETE PER LEGEND, THIS SHEET
<br />O2 INSTALL LIGHT DUTY CONCRETE PER LEGEND, THIS SHEET
<br />OINSTALL ASPHALT PAVEMENT PER LEGEND, THIS SHEET
<br />OINSTALL VERTICAL CURB, GUTTER AND SIDEWALK PER SAN JOAQUIN COUNTY STD. DWG.
<br />NO. R-7, SHEET OC7.1
<br />OINSTALL TYPE 1 COMMERCIAL DRIVEWAY PER SAN JOAQUIN COUNTY STD. DWG. NO. R-13,
<br />SHEET OC7.1
<br />OINSTALL 1" ASPHALT PAVEMENT OVERLAY PER LEGEND, THIS SHEET
<br />O7 INSTALL TRENCH BACKFILL PER LEGEND, THIS SHEET
<br />OINSTALL 4" WHITE RIGHT EDGELINE STRIPING TO MATCH EXISTING, PER CALTRANS
<br />STANDARD PLAN A2013, DETAIL 27B
<br />OINSTALL 4" DOUBLE YELLOW CENTERLINE TO MATCH EXISTING, PER CALTRANS STANDARD
<br />PLAN A20A, DETAIL 21
<br />10 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D
<br />11 INSTALL LIMIT LINE (STOP LINE) PAVEMENT MARKING PER CALTRANS STANDARD PLAN
<br />A24G
<br />12 INSTALL RAILROAD CROSSING SYMBOL PAVEMENT MARKING PER CALTRANS STANDARD
<br />PLAN A24B
<br />13 INSTALL TRANSVERSE CONSTRUCTION JOINT FOR EXISTING CONCRETE PAVEMENT PER
<br />CALTRANS STANDARD PLAN P10
<br />GENERAL PAVING AND DIMENSIONING NOTES:
<br />PROPERTY LINE
<br />SANITARY SEWER
<br />\ EASEMENT
<br />/1X
<br />ALL MATERIAL AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THE
<br />CONTRACTOR SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
<br />PROJECT SHALL CONFORM TO ALL APPLICABLE SAN JOAQUIN COUNTY AND CITY OF
<br />STOCKTON STANDARD SPECIFICATIONS (LATEST EDITION).
<br />6.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR
<br />BETTER CONDITIONS, ANY DAMAGE DONE TO EXISTING UTILITIES, FENCE,
<br />1. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTION
<br />PAVEMENT, CURBS, DRIVEWAYS OR SIDEWALKS TO REMAIN (NO SEPARATE
<br />THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF
<br />PAY ITEM).
<br />DIMENSIONS NECESSARY FOR CONSTRUCTION OF THIS PROJECT.
<br />7.
<br />THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT, CURBS, AND
<br />2. ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING, CENTER OF
<br />SIDEWALKS AT NEW PAVEMENT, CURB AND SIDEWALK JUNCTURES. NO
<br />PAINT STRIPING OR PERPENDICULAR TO THE PROPERTY LINE. CONTRACTOR
<br />JAGGED OR IRREGULAR CUTS WILL BE ALLOWED OR ACCEPTED.
<br />SHALL VERIFY DIMENSIONS MATCH STRUCTURAL AND ARCHITECTURAL PLANS
<br />PRIOR TO CONSTRUCTION.
<br />8.
<br />REFER TO SITE PAVING PLAN, ARCHITECTURAL, STRUCTURAL, MECHANICAL,
<br />ELECTRICAL, IRRIGATION AND LANDSCAPING PLANS FOR ADDITIONAL
<br />3. ALL COORDINATE POINTS ARE AT FACE OF CURB OR RADIUS POINT. BUILDING
<br />INFORMATION.
<br />CONTROL POINTS ARE AT THE OUTER MOST EDGE OF THE BUILDING
<br />ENVELOPE.
<br />9.
<br />SEE CIVIL DETAIL SHEET FOR APPLICABLE DETAILS.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY
<br />10.
<br />REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
<br />PERMITS PRIOR TO CONSTRUCTION.
<br />11.
<br />THE CONTRACTOR SHALL VERIFY ELEVATIONS AND LOCATIONS OF EXISTING
<br />5. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING
<br />FACILITIES AND NOTIFY THE ENGINEER OF ANY CONFLICTS PRIOR TO
<br />UTILITIES PRIOR TO CONSTRUCTION. ANY UTILITIES DAMAGED BY THE
<br />BEGINNING CONSTRUCTION.
<br />12. ALL PAINT SHALL BE 4" WIDE REFLECTIVE PAINT: WHITE ON ASPHALT PAVING
<br />AND WHITE ON TOP OF 6" WIDE BLACK STRIPE ON CONCRETE UNLESS
<br />OTHERWISE NOTED ON THE DRAWINGS.
<br />13. ALL PAVEMENT MARKINGS SHALL RECEIVE TWO COATS OF PAINT.
<br />14. NO WORK SHALL BE PERFORMED IN A PUBLIC RIGHT-OF-WAY WITHOUT A
<br />PERMIT.
<br />15. ALL SIGNS SHALL CONFORM TO MUTCD, LATEST EDITION.
<br />16. ALL CONCRETE SIDEWALK SHALL BE 5' MIN. WIDTH UNLESS OTHERWISE
<br />SPECIFIED. SLOPED AT 1.25% TOWARDS CURB.
<br />17. ALL CURBS ARE 6" HIGH UNLESS OTHERWISE NOTED.
<br />18. FOR ACCESSIBLE PATH OF TRAVEL, SEE SHEET C4.0, OVERALL GRADING
<br />PLAN.
<br />■
<br />SIEGFRIED
<br />3428 Brookside Road
<br />Stockton, California 95219
<br />209-943-2021
<br />Fax: 209-942-0214
<br />www.siegfriedeng.com
<br />CIVIL
<br />■ STRUCTURAL
<br />■ LANDSCAPE
<br />ARCHITECTURE
<br />■ SURVEYING
<br />■ PLANNING
<br />■ ATHLETIC
<br />FACILITY DESIGN
<br />REVISIONS
<br />No. Date Description
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />DATE SIGNED: 07/22/22
<br />SHEET TITLE
<br />PAVING &
<br />DIMENSIONING
<br />PLAN
<br />Pro] Mgr AKM
<br />Drawn by ARM
<br />Date 07/22/2022
<br />0
<br />Job No. 21172
<br />0' 10' 20' 40' SHEET:
<br />SCALE: V=20' OCIO
<br />4 OF: 9
<br />
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