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Const <br /> GENERAL NOTES <br /> Limits of Clearing f Grubbing <br /> 1. A5 holt Concrete Leveling - Prior to beginniny <br /> 6' l2' - 12' 6' sur ting operotion, the controctor sholl ploce and <br /> compoct ospho/t concrete in surfbce irregulorities <br /> Conform os directed by the Engineer. Poyment for placing <br /> Vor VorConform and compocting Aspho/t Concrete Leveliny sholl be <br /> \ voe - - yor by Item • /, Force Account <br /> 2. Existing Sprinkler System and heads 5holl remoin <br /> In p/oce o/ong Country Club frontoge (Tennis Courts), <br /> Shoulder Rocking Existing Roodpy 3. Monument5 - Survey monument frome and cover <br /> (rypicol ) 0.17' Aspho/t Cbncrete Sholl be p/oced of Sto. 28 + /2 V. Refer to San <br /> Jooguin County Stondord No, A - 8 <br /> TYPICAL SECTION ¢ I'mPcrt-ed r»oferial used for shoo/der <br /> bocKiny shall be q aondy loom which <br /> Sto. 5 + 00 to Sto. 20 + 20 is compohib/G vvifh fhe a Kjsf'iny yioflre <br /> maf�rio/. <br /> Limits of Moilbox Re/ocotion <br /> S. Where /ondscvkiny exisf-s irsmediofe/y <br /> Const a14 ac en 44 f'o the edge the <br /> limits of clearirn9 oaol yrvbbirny will be <br /> reduced fzn / ov>`siofe fi5e new eq/ye of <br /> — Limits of C/eoring t' Grubbing �iovrmanf <br /> 6' 12' l2' ::4 2' <br /> 2'' <br /> 1 Conform Conform <br /> Vac _ Vor Vor. _ Vdr / Existing <br /> 11111111 IF 'F 'r-R <br /> Jr Curb f Gutter <br /> 4 Shoulder Backing Existing Roodwoy O.OE'A.C. <br /> 0.17'Aspho/t Concrete <br /> i <br /> TYPICAL SECTION <br /> s' 5to. 20 + 20 to 5to. 35 +25 <br /> W I OVorioble - 8' to 4' Sto. 00 ,1 20 to 5to. 23 too <br /> 4; Q Existing pavement sholl be ploned to <br /> provide for 0.08 ' A. C. Overloy. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS roAo <br /> D/Sr. 4 W/DEN/N6 i RESURFAC/MC Sheet No. <br /> WOODBR/DBE ROAD 4 of 6 <br /> r Dote <br /> Pro ect En ineehecked B Oote Aeaoeiote En 'neer Date A r rel Recom n ed 1 <br /> q„y S/8s BcwL �f8s �. s, s/BS � � b�85 <br />