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82329 <br /> ADJUST STORM DRAIN ASPHALT CONCRETE <br /> INLET FRAMES * GRATB S (TYPE B) <br /> Conform L P. Location <br /> Quantity Location Quantity <br /> S/a. /9, 400 /-/ ,0 R1 2 Eae/r Roadway 1,•9/7 Tons <br /> A R Sta. 27+ 70 Lt / Eoch Intersections 82 Tons <br /> Sla. 2B;97 If/, / Each Driveways /77 Tons <br /> 'k Tota/ 4 Each Pavement Repair- 600 Tons <br /> Dikes 3/ Tons <br /> ConForm Tota/ 6, 807 Tons <br /> fxis/ Width Approx R/W PAVEMENT REPAIR <br /> Location quantity PLACE ASPHALT CONCRETE <br /> Tyoe D' 0. 30 ' Asphalt Concrete over shaped 97 si/es throe hout p,,ojecl % /62 S,Y D/KE (TYPE A) <br /> and compacted no/iva Ina/el <br /> Type .E.• Yariab/e depth Asphalt Concrete <br /> Location Quantity <br /> over ex/s"/;7y Paved driveway. PLAN/IVS ASPHALT S/a /of4Jt to St¢ /6N0(Gt) 16S L. F <br /> Radii shall conform to existing CONCRETE PAVEMENT 5ta 9x77 e- to gto..If"90(R/) 63J L. A- <br /> on TyPe E Driveways Location Qrtiantity Tota/ /. 200 L.f. <br /> # /4' - 8ta. 8+40 /a 9M.. 3/+37 s/a. 8A40 /o S/a 8+90 /6/ S. Y <br /> Sta. /7vfO to Va. /7x77 89 S. y PAVEMENT RE/Ni'ORC/N6 <br /> TYP/CAL Of/VEWAY s/a.2/t6s /a 91a. z2f/s zoo s.v. A'ABRiC <br /> D,ETA/L 9/a /64f40 /o Sta /64+90333 S.Y. <br /> Toto/ 783 SY. Location 4uantity <br /> 9710 9+40 /o Va. /7*7S /SG SY <br /> Sta.2/r6S /a S/a.3M9S ?449 S.Y <br /> See Note Be/ow SHOULDER BACKING Toto/ 6, 603 S.Y. <br /> Existing surface Location Ouantity <br /> _-_- -- ______= sta.9/f3T to Sta. /64+90 4,432 C.Y. <br /> Fait <br /> mFRAME AND A4 A CE MONUMEN T 3 <br /> - - -a/—Co- - -ie-- - COVE <br /> _ R <br /> m NOTE 0 60'_Aspht ec % DR/V� WAYS Location Quanti/y <br /> Width, /enyth and locations to Quantitit8 <br /> Sta. S0+00 t / Each <br /> Ts/o. 102e-(56 t / ,Each <br /> be determined by the Engineer. ype No. Area S/o. 129 sf t / ,Each <br /> m Type D 6 492S. Y 6 ,,;f'4 it / Each <br /> PAVEMENT REPAIR DETA /L y)IPe e /6 1 97/ S. Y Toto/ ¢ ,Each <br /> o CO U N TY OF SAN J OAQ U I N NO SCALE CONSTRUCT'/ON NOTES PATTERSON PASS ROAD sheet No. <br /> ANO OET /LS /,000'' S/0 Niyh y 201• fa Byron Rd. r or f <br /> Drawn By Date Project Engineer Date Checked By Date Approval Recommended B Date De ut Director Date <br /> S. //86 mss° O(1�ufcZ� /ab P d1186 1 S.S. e /sG <br /> I <br />