Laserfiche WebLink
Limits of Payr- Pnt Curb, 2'-6" <br /> Gutter, and Sidewalk 6" 2'-0" Level Line <br /> Limits of Payment Sidewalk Limits of Payment <br /> 39' ESS/rn,, <br /> Curb & Gutter 2~ 1" 1/2" z M. <br /> 3/4' R <br /> 5' 2'-0' A �± No. 21256 <br /> 6» <br /> Broom Finish Scour Mark if ------ ------- * Eq.S-30--v <br /> monolithic pour � 1 -1/2" °p ° 5 T2» 7-1/2 B <br /> Level Line P 1V1 <br /> Back of Sidewalk Fqr F0� <br /> 3/4"R Existing Curb & Gutter. CAL1 <br /> Slone 1/4" per 1 ' � 1~ B <br /> 4" ° 11 a 12 3/4~R 36' <br /> 7-1/2" CURB AND GUTTER <br /> �J (Modified) ye & <br /> 12' 12„ _I 1-1/2” X 3-1/2" key y y <br /> unless poured monolithic. y y L <br /> CURB, GUTTER AND SIDEWALK <br /> (Type A) <br /> - - - - - - - - ---- <br /> Q Where sidewalk only is placed. <br /> ® Where curb and gutter only is placed. Limits of Payment <br /> Bridge Type Driveway <br /> CURB. GUTTER & SIDEWALK DETAILS Toper Asphalt Concrete <br /> Refer to S. J. Co. Std. Owg. No. R-6 to match pavement resurfacing. A <br /> for additional details. The requirements PLAN 8' Maximum <br /> of Note No. 6 will not apply. <br /> 10" 6" 8" <br /> 15" Form seats Var Depth Asphalt Concrete 1� �1" <br /> Expansion Joint (Typ) Lip <br /> • e e • �. p ° e e e. _ <br /> v <br /> 1/2" X 12" Steel plate(s). Flowline <br /> Lip of Gutter. full width of driveway. 0.10' Asphalt Concrete. <br /> 7 <br /> Maximum length of each plate = 6 ft. <br /> SECTION B-B SECTION A-A <br /> I I <br /> BRIDGE-TYPE DRIVEWAY <br /> Back of Curb. <br /> — � Exisitng Raised Curb. <br /> 8' - - - - <br /> Bock of Walk. Sidewalk <br /> onform <br /> ELEVATION <br /> I I Existing Raised Curb Ir <br /> x 6"- W1.4 x WI.4 welded wire fabric Alternate <br /> PLAN 1 Minimum "Warped Wing" Conform at E.P. <br /> SIDE CURB DETAIL Back of Walk <br /> Stas. 53+37t Rt., 56+93t Rt., and 58+07t Rt. Expansion Joint A Expansion Joint A <br /> Back of Walk <br /> arD Warp I Sidewalk Expansion Joint <br /> Conform °0 <br /> Sidewalk Curb and <br /> Gutter I I <br /> Line �6" P.C.C. C rb I • <br /> Sidewalk�Y 11—Existing Width---4 <br /> Gutter <br /> I I <br /> I` 3'-0" 2'-0" A Gutter <br /> Conform. - <br /> 2'-0~ 3'-0~ A cutter TYPE E DRIVEWAY <br /> N 4 12Minimum 4, <br /> ----- I-` 30' Maximum Type E: Variable depth Asphalt Concrete <br /> (Miscellaneous Areas) (Type 1) over <br /> 7' PLAN existing paved driveway. <br /> 4' Conform ct back 2'-0' C <br /> a a a aof sidewalk. 2'-6" 5'-6 2,_6» p,C,C„ Minor Concrete (Driveways) = 6" P.C.C. <br /> a a ----------- `to � � 6" Back of Walk over shaped and compacted native <br /> 6" Back of Walk 1" n 1/2" lip material. Existing P.C.C. and A.C. _ t <br /> "P7driveways shall be saw cut at the <br /> ----------- conform line. " w <br /> Existing P.C.C. Walkway. — • See plan sheets for locations, lengths <br /> Minor Concret 2-#5 Rebar 2„ Minor Concret SECTION A-A and widths. <br /> (Miscellaneous Areas (Miscellaneous Areas r <br /> STEP RISER or Asphalt Concrete or Asphalt Concrete R = Conform to existing radius. - a <br /> Minor Concrete (Miscellaneous Areas) <br /> (Miscellaneous Areas) SECTION A-A (Miscellaneous Areas) " <br /> Note: Construction of driveway openings within � <br /> Sta. 68+95 Lt. the limits of C.G.& S. work shall be <br /> TYPICAL COMMERCIAL DRIVEWAY TYPICAL RESIDENCE DRIVEWAY considered as included ithe contract <br /> unit price paid per lineal <br /> foot for Minor <br /> Concrete (Curb, Gutter and Sidewalk) <br /> DRIVEWAY DETAILS and no additional compensation will be x <br /> �` allowed therefor. � f <br /> E <br /> " r <br /> DRAWN BY DATE SCALE CONSTRUCTION EAST MAIN STREET IMPROVEMENTS SHEET TOTAL <br /> E.M.PETERSON PROJECT ENGINEER DATE CHECKED `D/'E SUBMITTED DATE APPROVED DATE BOUNTY OF SAN JOAQUIN N0. SHEETS <br /> :/6 a 10124144 �y AS SHOWN DETAIL ANTEROS AVE. TO DEL MAR AVE. 15 2° <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> '1 e:\pete\adcad\p\e_main\detaill <br />