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: 1 <br /> 99� - <br /> Const. I& R/W Const. I& R/W <br /> I <br /> © Limits of Clearing and Grubbing, Earthwork (Roadway Widening) Clearin7-1/2" <br /> Limits of g and Grubbing <br /> 6" <br /> 2' ® '4 4Var. 16' to 34' ® Vor. 16' to 28' 4 4 2' R=1/2" <br /> E.P. E.P. <br /> 1 4' 4' 4' 12' 12' 4 4 4'0 1 . <br /> E.P. II <br /> Var. 4' 12' 12' 4 Var. 6 n <br /> 4" <br /> 0'- 12' <br /> Conform Conform <br /> Conform Conform I I� <br /> 8% % Var. Var._ 2% 8_%_ r % _ VorVar._ V°rte 1'-0" U \ <br /> - - �$s � - - <br /> �O� \ �,.• 1/2" Dia. x 8" dowels spaced <br /> _ — — <br /> — _ _ _ — — - - - - - — — - - - - - _ - - - — — m 4' on center max. or Epoxy <br /> Existing Roadway ® ®0.17' Asphalt Concrete TYPE >rr^>t>f CURB DETAIL <br /> 0.30' Shoulder Backing (Typ.) ® Embankment (Typ.) Shoulder Backing Existing Roadway (Type A) l.� <br /> 0.17' Asphalt Concrete 0.55' A.C. Base (Typ.) Variable Depth (Typ.) <br /> P Note: See Shoulder Detail B <br /> See Planing Detail (Type A) 0.08' A.C. BaseYP•)T below for excavation areas. <br /> Base (Typ.) <br /> Construction Notes Note: See Shoulder Detail A <br /> for excavation areas DESIGN DESIGNATION TYP I CAL SECTION — RESURFACING <br /> © Limits of Mailbox Relocation. (20 Years - 2017) Sta. 131 +90 to Sta. 175+66 (Rt.) <br /> ® Refer to Plans Sheets No. 3-6 for TYPICAL SECTION — WIDENING A.D.T. = 7,000 T = 12% sta. 131 +90 to Sta. 178+86 (Lt.) o M <br /> for locations and dimensions of widening. D.H.V. = 700 V = 55 MPH Sta. 193+20 to Sta. 256+63 (Rt.) �9 y <br /> Sta. 175+66 to Sta. 193+ZO (Rt.) Sta. 194+40 to Sta. 256+63 Lt. c3 m <br /> ® 0.25' A.C. Sta. 132+40 to Sta. 182+00, Pavement ( ) }� No. 21258 A <br /> ReinforcingFabric to be laced on existing surface Sta. 178+86 to Sta. 194+40 (Lt.) Exp. 9-30-01 <br /> P 9 Sta. 265+59 to Sta. 278+61 (Rt.) <br /> (24' wide) Sto. 256+63 to Sta. 265+59 (Rt.) GENERAL NOTES Sta. 277+41 to Sta. 290+60 (Lt.) �9T CIv1 <br /> ® Sta. 186+OOt to Sta. 191 +OOt (Lt.) varies 16'-22'. Sta. 256+63 to Std. 277+41 (Lt.) 1 . All earthwork (except for placement of shoulder backing) shall Sta. 290+00 to Sta. 292+25 (Rt.) <br /> Conform 1 ' inside R/W. FBF CAUL '' <br /> Sto. 278+61 to Sto. 290+00 (Rt.) be completed prior to placing final layer of asphalt concrete. <br /> Sta. 299+71 to Sta. 300+30 (Rt.&Lt.) m <br /> Sta. 293+65 to Sta. 299+71 (Lt.) 2. Gas Valve and Telephone Manhole Frames and Covers will be !\=,�'�Q/►'f/jv m <br /> ® Embankment shall be native material excavated from Sta. 292+25 to Sta. 299+71 (Rt.) adjusted by others. <br /> Earthwork limits. 3. Placement of final layer of Asphalt Concrete surfacing shall <br /> not begin until Asphalt Concrete used in pavement repair at the 15' 15' <br /> Southern Pacific Railroad Co. has been in place for 36 hours. <br /> Concrete A full—width temporary A. C. romp (10' along q) sholl be provided <br /> Planking at the rail approaches. A.C. shall be removed and disposed prior Modules <br /> 0.17' - — 0 17' to placement of final layer. <br /> 4. The Contractor shall obtain a no fee Encroachment Permit from O O <br /> the City of Manteca. The Contractor shall execute this permit 2 <br /> O.G. <br /> Existing Pavement o o Existing Pavement with the City prior to the start of work. 0000 <br /> 00 <br /> Finished Grade Z Finished Grade ` 'W` <br /> CL 2' 88o O 0.20' A.C. Pad —8 <br /> Const. & R/W <br /> 12' 4' A <br /> 3, Asphalt Concrete (Type B) Pad Note: Refer to S.P. A81 <br /> 0.70' A.0 Base 0.70' A.C. Base for additional details. SECTION A-A <br /> Existing 0.08' planed Surface PLAN <br /> 20' 25' Surface <br /> Conform CRASH CUSHION (SAND—FILLED) DETAILS <br /> - - - - - - - - - - - - - - ARRAY „B„ <br /> PAVEMENT REPAIR DETAIL Note: Asphalt Concrete base and <br /> Profile ® RAILROAD TRACK surfacing not shown for clarity. /i2/qq <br /> Const. & R/W <br /> PAVEMENT PLANING DETAIL Limits of Earthwork <br /> CL (Misc. Areas <br /> Const. & R/W R/W <br /> R/W Const. & R/W WIDENING AREAS <br /> E.P. <br /> 55' - Limits of Clearing & Grubbing, Earthwork (Roadway Widening) N <br /> 40 Vor. 4' 4' <br /> Limits of Earthwork <br /> Conform <br /> (Rdwy. Widening) <br /> E.P. Const. & R/W E.P. 1 , <br /> E.P. 16'-28 4' Var. 1 ' Vor - <br /> ' 28 — — <br /> 1 ' 1 ' 4' Var.4' 13'-19' 4' 1 .6't 8Conform <br /> 22' to 28' <br /> I <br /> Original Ground Conform to 4' _ " 0.30' Shoulder Backing <br /> � % P.C.C. Slab <br /> V `gr Roadway widening SHOULDER DETAIL 6 <br /> or, Vor. excavation, to be used <br /> - - - - o - - - - - — �o<• - - - as Embankment Sto. 157+50 to Sto. 160+50 (Lt.) Sta. 156+50 to Sta. 160+50 (Rt.) <br /> 0.30' Shoulder Backing Gutter Grade Sto. 167+50 to Sta. 168+50 (Lt.) Sta. 165+50 to Sta. 167+50 (Rt.) <br /> Elev. 19.80(Level) 0.30' Shoulder Backing 0.30' Shoulder Backing Sta. 219+50 to Sta. 225+50 (Lt.) Sta. 194+50 to Sta. 195+50 (Rt.) <br /> Sta. 241 +50 to Sto. 242+50 (Lt.) Sto. 205+50 to Sto. 206+50 (Rt.) <br /> SHOULDER DETAIL A Sta. 251 +50 to Sto. 253+50 (Lt.) Sto. 221 +50 to Sta. 223+50 (Rt.) <br /> f ' EARTH GUTTER DETAIL Sta. 280+50 to Sta. 284+50 (Lt.) Sta. 249+50 to Sta. 250+50 (Rt.) <br /> RUNOFF—STORAGE DITCH DETAIL Sta. 292+00t to Sto. 295+15t (Lt.) Sta. 257+00f to Sta. 264+00± (Rt.) Sta. 252+50 to Sta. 253+50 (Rt.) <br /> Sta. 290+60f to Sta. 291+20t (Lt.) <br /> Sta. 259+00t to Sta. 274+00f (Lt.) Sta. 298+30± to Sta. 300+30± (Rt.) Sto. 265+50 to Sta. 267+50 (Rt.) <br /> Sta. 277+50 to Sta. 278+61 (Rt.) <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> '/97 COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS AIRPORT WAY IMPROVEMENTS NO. SHEETS <br /> *464J ,4,1 � f8 � � Z1.1fg 0>.W ��,,� r7/$ CONSTRUCTION DETAILS (Louise Avenue to Roth Road) 2 14 <br /> ILE NA DRAWER SHEET N0. ACAD REVISIONS DATE <br /> Q \sam\oirport2\typsec <br />