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Last modified
7/15/2024 8:36:25 AM
Creation date
1/23/2016 12:33:19 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Eight Mile Road Resurfacing
Limits
Southern Paciific Railroad to State Route 99
Year
1999
Project Engineer
Sam Adiong
Roads Worked
Eight Mile Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP2048 - SP2054
Type
Resurfacing
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ccm er. ¢ <br /> Limits of Clearing and Grubbing �--✓� 204'� <br /> and Mailbox Relocation. <br /> Refer to Standard <br /> Refer to ❑1 Refer to Plan A87 for A.C. <br /> 12' 12' 4'-8' Finished Surface Dike (Type C) <br /> Shld. Details Shld. Details I detail. <br /> this Sheet I this Sheet <br /> 24' Pavement Reinforcing Fabric <br /> 77 Shoulder Backing (Tyl <br /> RECORb-DR --- ----- - SHOULDER DETAIL — TYPE 1 <br /> ��� Roadway ---- -- <br /> i3anernri;-•s Sy_ 0.25' A.C. Overlay CAIW. <br /> 'le3' RV <br /> --__ TYPICAL SECTION �1. 8'—Sto. 405+13 to Sta. 447+44 20 4' z <br /> ,)s,r y Fr i, `draw a c •, ' VerilL Sto. 405+13 to 450+29 2. 4'—Sto. 447+44 to Sto. 450+29 <br /> matlor 9v ns(,e:linq Fhe S,te f Nc'rw 3. Refer to Shoulder Detail Type 4, Finished Surface <br /> this sheet for Sta. 415+29 to <br /> Conform <br /> 2p � 1'.lvNt Sta. 416+00 (Lt. & Rt.) <br /> 12' 8' I jam' <br /> 20' 4' a' - - - - - - � hP � <br /> � Finished Surface �-.1 <br /> Conc. Heodwall Conform <br /> i I �' { Finished Surface Shoulder Backing Ty >.) 0.25' <br /> 0.04' <br /> SHOULDER DETAIL — TYPE 2 <br /> 025' A.C. Overlay Conform �L <br /> Exist. A.C. Surfaced TConc. Slob Shoulder Bock ing (Typ.) 0.25' SHOULDER DETAIL SCHEDULE <br /> A SHOULDER DETAIL—TYPE 4 SHOULDER DETAIL—TYPE 3 Location Type <br /> Sta. 405+13 to Sta. 408+06 (Lt. & Rt.) 1 <br /> GENERAL NOTES Sta. 408+06 to Sta. 415+29 (Lt.) 3 <br /> 1. AsphaltConcrete surfacing shah be Placed in 2 lovers of 3. Survey Monument Frame and Cover shall be adjusted to Sto. 408+06 to Sta. 415+29 (Rt.) 2 <br /> approximately equal thickness. Pavement Reinforcing Fabric finished grade at Sto. 428+90t Sta. 415+29 to Sta. 416+00 (Lt. & Rt.) 4 <br /> shot[ be placed on the existing road surface. Sto. 416+00 to Sto. 447+44 (Lt. & Rt.) 3 <br /> 4. Place Survey Monument frame and Cover of Sto. 416+29t. <br /> 2. Placement of Asphalt Concrete Surfacing sholl not begin Exact location to be determined by the Engineer. <br /> until asphalt concrete used in pavement repair has been <br /> in place for 24 hours. <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL. SECTION (S.P.RE.R.Hing IttoE S.R. 9D R1ESUERFACI rontege food) Sz of No. <br /> DRAM K DATE I PROJECT EM(pMEER DATE I CIECKED DATE SUBMITTED DATE RECOMYEMDED DATE <br />
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