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Last modified
7/12/2024 8:22:38 AM
Creation date
1/23/2016 1:15:02 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Colonial Heights Resurfacing, Phase 5
Limits
Alcazar Way, Arroyo Way, El Camino Avenue, Heather Drive, Paloma Avenue, San Diego Way and San Pablo Way
Year
2008
Project Engineer
Toshiro Sessoms
Roads Worked
Alcazar Wy., Arroyo Wy., El Camino Ave., Heather Dr.
Paloma Ave., San Diego Wy., San Pablo Wy.
Red Lines
No
Supplemental fields
Cross Ref
SP4593 - SP4600
DocCategory
Improvement Plans
Type
Resurfacing
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GENERAL NOTES: �y <br /> 1. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete used in Const nst <br /> Pavement Repair has been in place for 18 hours. <br /> 2. Asphalt Concrete 0 .17• shall be placed in One (1) layer with Pavement Reinforcing Limits of Clearing and Grubbing <br /> or pre <br /> Fabric on existing or prepared surface. <br /> 3. Hand Grinding of Asphalt Concrete Pavement will be required at locations where water 1 ' 6't 1LReinforcing <br /> 16' <br /> volves, monuments end maintenance holes are within the planing limits and around the lip 6't 1 ' <br /> of gutter at drain inlet locations. Payment for Hand Grinding shall be considered as See Shoulder See Shoulder <br /> included in the contract unit price paid for Planing Asphalt Concrete Pavement, Details Sheetvement Details SheetC Install Expansion Joints at beginning antl end of new Curb, Gutter and Sidewalk antl No. 4 Fabric No. 4between new sidewalks and existing driveways. <br /> Va__ <br /> Gutter �Vsr �_ <br /> 5. All new Curb, between <br /> and Sitlewalk shall conform to the existing flowline elevations, with a - <br /> straight grade between con/arms. - <br /> -�— Existing Roadway --'-' <br /> '— IT <br /> 6. Street side Storm Drain Inlets shall be protected from liquid runoff sedimentsand chemical — /)/_- <br /> pollutant in a manner consistent with the requirements of the National Pollution Discharge Vor Depth 0.17' AC L txisting Curb, Gutter <br /> Elimination System (NPDES) General Construction Permit and per Special Provisions. TYPICAL SECTION & Sidewalk to remain <br /> 7. Existing drainage facilities, fences, frames and covers, sprinkler heads, trees, shrubs and in place (Typ) <br /> Curb, Gutter and Sidewalk shall remain in place unless otherwise noted on the plans. AICar2ar Way: (Sto 10+16 to Sto 18+41) <br /> Arroyo Way: (Sto 10+16 to Sto 20+23) <br /> 8. Asphalt Concrete (Miscellaneous Areas) Shall be placed in two layers. See Sheet No. 5 for EI Camino Avenue: (Sto 9+70 t0 Sto 17+18) <br /> Asphalt Concrete (Miscellaneous Areas) Detail. The cost of Asphalt Concrete (Miscellaneous <br /> Areas) is to be included in the Minor Concrete (Curb, Gutter and Sidewalk) item of work. Heather Drive: (Sto 9+54 to Sto 16+74) <br /> 9. At locations greater than 10 LF in length where the existing GG&6 and the current Son Diego Way: (Sto 10+16 to Sto 16+84) <br /> n standard CG&S join, a 3' transition shall be constructed (match existing CG&S at locations <br /> g 10 LF or less). The cost of the saw culling is to be included in the Minor Concrete <br /> T (Curb. Gutter and Sidewalk) item of work. <br /> m <br /> 10. Clean all existing Part Circle Driveway Culverts and Storm Drain Inlets. Cost for G008t <br /> cleaning is to be included in the Cleaning Existing Drainage Facilities item of work. Limits Of Clearing and Grubbing <br /> m <br /> 11. Contractor shall place detectable warning surfaces at locations within the project limits <br /> where Curb Romps exist without the detectable warning surface. The cost for this item is <br /> to be included in the Retrofit Curb Romp Delectable Warning Surface item of work. 1' 6'f Vor* Vor* <br /> 6't 1' <br /> 12. Part Circle Driveway Culverts at driveways are to remain in place unless otherwise directed See Shoulder See Shoulder <br /> by the Engineer. Steel Plating at driveways are to be removed prior to planing and placed Details Sheet 14 - 16' Pavement Details Sheet <br /> back after paving completion. The cost of removing and placing bock Steel Plating is to be No. 4 Reinforcing Fabric No. 4 <br /> included in the Planing Asphalt Concrete Pavement item of work. <br /> 13. The Contractor shall obtain on Encroachment Permit and enter into on agreement with the _ _V-1 v°—r <br /> te <br /> City of Stockton Public Works Department for work within the City of Stockton right-of-way.lot — � <br /> _ Existing Roadway) <br /> Vor Depth 0.12'-0.17' ACt L Existing Curb, Gutter <br /> & Sidewalk to remain <br /> m <br /> TYPICAL SECTION in place (Typ) <br /> z Paloma Avenue: (Sto 12+35 to Sto 22+64) (16')* (0.17')t <br /> Polm Sononno Pablo Avenue: <br /> (Sta Sto 22+64 to Sto 9+37 to Sto 13+18 (15')* (0.12')t <br /> o Y: ( ) (15•) (0.17') <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS COLONIAL HEIGHTS RESURFACING, PHASE 5 Sheet No. <br /> AND GENERAL NOTES Ira, Wrtam w. LZ arm nem milm w PMDIN m3m sw=0 Wit,&sM p/90 pj 2 of 8 <br /> DRAWN 8Y DATE PROJECT ENGINEER DATE CHECKE1D DATE APPROVAL RECOMMENDED DATE <br /> Joafeina.�'eddorwm llllyla 7r qlu Ce Sa...� fIIl71./ ll.✓,:T rtlotier— bhe/n[ .�f_-- . / _ i/ ../.. <br />
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