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EP <br />t3' <br />See <br />shoulder <br />details <br />below <br />Var — <br />_, —:,Vor <br />12' <br />JF <br />ebmt <br />Limits of Blearing and grr <br />and mai-box relocation. <br />1 <br />34' Paverrrent Rieinforcing Fabric <br />I <br />Var_ f Var <br />12' <br />V(—Ir.- <br />"s <br />(r- <br />Var <br />LO -25' AG Overlay ` Existing Roadway <br />--._..-__--------------------...___-- _J <br />Crude Existing Shoulder Credo Existing Shoulder <br />to place Safety Edge, n.~� to pluce So e:y Edge', <br />,. .,,, .,, ,,,,,.++� � � � I � i 1' rttiir,irriurn width. <br />St.a 629+50 to Sts 770-1-50 <br />"s of elecrinrg and grubbing <br />rna;Ilaox relocation. <br />! 1, <br />4' 2' <br />mow-- ex <br />Conform <br />Existlrlq RnQdway— <br />`—Variooia' Depth <br />Shoulder- Backing <br />SHOULDER DETAIL A. <br />d Styx <br />629+50, to Sts <br />738+00 <br />(RT) <br />Stu <br />741+70 to Stu <br />770+50 <br />(lam <br />© Sta <br />129+50 to Sts <br />759+00 <br />(LT) <br />[fl $to <br />769+00 to Sto <br />770+50 <br />(LT) <br />COUNTY OF SAN 30AQU1N <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />Enrique Silva <br />102/14 <br />f <br />Limits of Clearing and grubbing <br />and mailbox relocation. <br />I V€yGbting Rtadwny <br />Shouldar <br />Backing <br />-SHOULDER DETAIL _ <br />Sts 736480 to Slu 74C'4.10 (:?T) <br />No SCALA I TYPICAL SECTION <br />AND GENERAL DOTES <br />CHECKED D1:FE <br />ice <br />shoulder <br />details <br />below <br />GENERAL NOTES <br />1. The Asphalt Concrete (0.25+' Overlay) shall be placed in two (2) layers of opproximat�iy <br />equal thickness wit -i pavernent reinforcing fabric piacod on existing or prepared surfu�-e. <br />2. Placement of Asphalt Concrete Whall not begin until the pavement reppir has been <br />in place for 18 hours. <br />3. Shoulder Backing rnatarml at all intersection road shall receive Penetration Treatmant' <br />at 0.25 gcaiion/square yard. Limits of the Penetration Treatment work shall be confined <br />to interaecticn radli pias fifty feet (50') in each direction or to intersection Conform. <br />4. Ail earthwork (except for firxal lift of Shoulder Back;ng) shall be completed prior to <br />.placing the final layer of Asphnit Concrete. No Shoulder Backing Material shall be <br />depuslted or drifted on the final Rt of Asphalt Concrete surfacing. Whem the, Shoulder <br />Backing placement. aNcaeds 0.30' in thickness, the Shoulder Barking seroll be placed in <br />two (2) or, more fully compacted layers. <br />S. The Contractor skull eor!duc;t the Shoulder Backing operations so as not to disturb <br />any exist] -ng dro;noge. <br />6. Place Survey 'Monurnent frames and corers at the locations listcscd on sheet G. <br />7. The Contractor shall be rvmponsible for adequately scheduling imapection ons . testing <br />of all f+acillfies constructed under this contract. Ali tasting. shall conform to the <br />stundarc specifiGctions. All re—testings shall be paid by the Contractor. <br />S. Placement of ali Asphaii Concrete driveways shall not begin until the A3pho#k <br />Concreteused for mainline paving has: been in place for a rninimurn of 16 hours. <br />RECOFIDDRAMW:4 <br />MAMPOSA RAD RESURFACING <br />(Dodds Road to Escalon—BelioLa Road) <br />Regiritered Civil Fngimic.r <br />S; -;eat No. <br />2 of 7 <br />