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SP587 - SP590
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Last modified
7/15/2024 3:48:33 PM
Creation date
1/22/2016 11:42:46 PM
Metadata
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Template:
Small Plans - SP
Project
Chrisman Road
Limits
Schulte Rd. to Eleventh St.
Year
1984
Project Engineer
Larry Violett
Roads Worked
Chrisman Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP587 - SP590
Type
Resurfacing
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it <br /> 82329 <br /> ,Limits of Cleorin and 6rubbin <br /> Pavement Rei (orc;n_q Fabric GENERA L NOTE5 <br /> f C0.63t /. Pavement Reinforcing Fobric sholl be ploced <br /> Lon the existing pavement immediote/y Prior <br /> /2' 4' 8to plocing ospholt Concrete surfacing. <br /> 2. Existing povement shall be ploned O./O' a <br /> Vor Vor railroad and con{'ormin d. <br /> Conform Vor V� zz <br /> - Vor. Va Conform 9 25' north oP roi/roo <br /> _ _ r 3. Pavement Repair -Asphalt Concrete used For <br /> ,aovelmnt repoir shall be placed in loyers which do <br /> not exceed O.SO-Foot in compocted thickness. <br /> 0.20'Aspho/t Conere*(Typ.) aM'Aspholt: Concrete 4. Plocement of osoholt concrete surPociny sholl not <br /> Shoulder Backing (Typ.) Limits Of Moilbox Re/oeotion begin until oseoho/t concrete used in povement <br /> repoir hos been in p/oce for o minimum oP 36 hours. <br /> T YP/CAL, SECTION 5. The controctor sholl place 4 detector loops On Chrism <br /> Rd' south oP"It St., exact /ocotion to be determined by <br /> the Engineer. Terminote loop conductors in neorest pull <br /> box, installation to control cobinet will be done by others <br /> Detector loops sholl be sow cut into existing poveiner't <br /> offer povement repoir is completed and prior to <br /> /65 f Transitions Z g resurfbcing. Refer to S.RES-5A n a <br /> N <br /> Q+ for detoids. �� W <br /> NO <br /> Q o\p Exist. C. <br /> Q 0 to remoin <br /> in place. r e <br /> Conform W <br /> v <br /> W - <br /> Place A.C. P <br /> j Conform 2 Overside Drain ,, <br /> Q' from Roi/s Povement Repair (SP D87-B) o Exist sor. <br /> _ �j' ® to <br /> 1.25'Aspha/t Concrete NO Exist S D.I. to to remoin <br /> M V b remain in place. ^O %n p/ace. <br /> h Voriob/e De0#2 <br /> A.C. Overlay /oo'tEPTransition <br /> ® 0.35A.C. otter Pavement h Place 754.E <br /> O Reinfbv'eing Fobric with 0./7'A.C. Dike. <br /> Connect <br /> (S.P. A 73).tin <br /> 0 Vor. Depth A. C. Shoulders. 9 <br /> 6 � CHR/SMAN ROAD P CHR/SMAN ROAD <br /> BEG/NN/NG OF PROJyECT ® Pled exoisting surf'olt eover <br /> cEND OF PROJECT <br /> see General Note * '? <br /> L o COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECT/ON 00 S�hHR/RMA ol E�ROADst 2e of 4 <br /> eventh <br /> Drawn By Date Project Engineer I Date I Checked By Date Approval Recommended By Date Depuly Direclpr Date <br /> Pat Dae%ut+a _ l/ 412A <br /> G <br />
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