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Trench Surfacing: Pavement Areas= 0.50' Asphalt Concrete (Typ, B) Expose 2' of pipe Outside of pavement areas = 6" native soil backfill compacted to 85% relative compaction A �� — _ _ — — — — — — — and surfaced with sod or top soil as required \ Y to match site conditions. � ' 4' I ti Existing Ditch /`x to remain in place 6" Min. Existing Pavement (TYP•) LOPE T SLOPE TO ALL STORM DRAIN INLET " a DRAIN D AIN GRATES ARE TO BE ST 0.10' I 10't( PVG Pipe 6 � Relative compaction of ABOVE FLOWLINE IN DITCHES I TyP') \ 95% under pavement AND AT GRADE IN IMPROVED \ and 90% outside of , 3'-0 FRONTAGE AREAS. '� e N/ pavement areas, I. a Compact in 12" max. c e layers to a minimum \ % relative compaction of 90%. o c Variable % Compact in 12" max. %c e layers to a minimum A X o relative compaction of 85%. w« �o I 01 Structure Backfill: / - Cgmpact in 6" layers to q O.D. 2 minimum relative compaction P LAN I of 95%. 0.30' Sand Bedding 10" Min. 10" Min. ii3 . 6" Thick 6" Thick Concrete Ditch Linin ALL LOCATIONS OTHER THAN WATERLOO ROADConcrete Ditch Lining EP 010' 22' Existing Ground Existing Ground 22' Existing Ground TRENCH BACKFILL ALTERNATIVE - T 11�11111�� -1�1�11�11�11= `I�1 _ �_ _�' _ 1 I, hill 0.1 Ilii_1 1iIlTilillTil IITiI Toll' � � FOR CONTROL DENSITY FILL 1LI Drop Inlet _> _W= Structure Backfill 10 GA.x 1 o ca a"xa" 10 GA.x 10 GA. 4"x4" Welded Wire Fabric Welded Wire Fabric _V Drop Inlet 8" Diam. PVC Pipe SECTION A—A Y DROP INLET LINING DETAIL 3" Min T NOT TO SCALE SECTION B — B Co17sf Limits of Clearing and Grubbing DROP INLET LOCATED Note: 0'-2•• W-12F ' 1 9'-12' 0'-2'• All Labor and material shall be consider as included in the contract WIN I� unit price forStorm Drain Inlet Catch Basin, and no additional AT INTERSECTION CORNERS compensation willill be allowed therefore. ' Th k) (o%049fV�k) NOT TO SCALE Ak- j -- — ---ifl II IT�rr— / 3 Inlets at intersection of Sunset Ave. and Totten Ave =111=III Existing Roadway I 1=III 4 Inlets at intersection of Florida Ave, and Myron Ave, 3 Inlets at intersection of Myron Ave, and Totten Ave. 0.21' Asphalt Concrete Variable Depth Shoulder Variable Depth Shoulder Backing Except Where Noted Backing Except Where Noted On Shedule Below On Shedule Below TYPICAL SECTIONS_ (Gianone Park Area) GENERAL NOTES see Note Below Conform O E.P. ETP Conform • E.P. T 1. Existing drainage facilities shall remain in place unless otherwise 8. P Q 8. noted. The Contractor shall conduct earthwork operations so as Existing 1� not to modify or obstruct the existing drainage. Surface 2. All shoulder work (except for final shoulder grading) shall be I 1 completed prior to placing final lift or asphalt concrete. _ _ Existina Width I Conform Existina Width Conform 3. Asphalt Concrete used for Pavement Repair shall not be placed 12' Min. 12' Min. in layers which exceed 0,50' in compacted thickness. — — - 0.30' Asphalt Concrete over Variable depth Asphalt Concrete 4. Placement of asphalt concrete surfacing shall not begin until SHOULDER SCHEDULE—IMPORTED BORROW shaped and compacted native. over existing paved driveway. the asphalt concrete used in pavement repair hos been in place for 12 hours. Street Name Location *Width - - — — — — R= Conform with existing radii '5. Asphalt Concrete shall be placed in a single lift with TYPE 0 ��pavement reinforcing fabric placed on the existing surface. Florida Avenue Sta. 4+34 to Sta. 12+55 26. Payment for removal and disposal of drainage pipes or Sunset Avenue Sto, 1+20 to Sta. 3+30 2' Asphalt Concrete (Type B) inlets where indicated on the plans shall be considered a6 Totten Avenue Sta. 1+40 to Sto. 6+40 2' included in Clearing and Grubbing. Note: Pavement Repair may be placed in o subject t TYPICAL DRIVEWAYS 7. Imported Borrow (Topsoil) shall be laced in shoulder areas lift, Dimensions and locations ore subject to P ( P ) D change at Engineer's discretion. with existing sod frontage as noted an the Shoulder Schedule, (Gianone Park Area GIANONE PARK AC OVERLAY—TYPICAL SECTION PAVEMENT REPAIR DETAIL DRIVEWAY DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE �--� aANONE PARK AREADETALS APD 8ECTIONB STORM DRANVAG E 1-B REV DATE DESCRIPTION DATE AGEN. DATE GCW DEPARTMENT OF PUBLIC WORKS 1 1/13/06 REVISED BY SAN JOAQUIN COUNTY PUBLIC WORKS $113/0( CZ00 SAN JOAOUIN COUNTY, CALIFORNIA SCALE: AS NOTED SHEET NO. 26 G. C. WALLACE OF CALIFORNIA, INC. DESIGN: SM Cg Q5 PROJECT ENGINEER DATE CHECKED DATE DATE APPROVAL RECOMMENDED DATE Engineers/Planners/Surveyors DRAWN: SDH/JAM OF 30 SHEETs RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA CHECK: RDM TELE 277- 001 TELEPHONE: (916) 286-7600 * FAX: (916) 286-760101 issuE DATE: PROJECT NO.