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REMOVE C. S. P X — DRAIN DRIVEWAYS <br /> Sta. 547 -, 11 L . S. TYPE NUMBER OUANT/ TY <br /> B '21 /000 S. Y. <br /> D 40 2200 S.Y. <br /> te. o, - b��-- ; -4 REMOVING CONCRETE <br /> oP v �� o a - i <br /> Pay Limit L 0CAT/ON DESCR/PT/ON <br /> ASPHALT CONCRETE <br /> Yto. 547 *// CLt. tRt) Existing Heodwo//s <br /> LOCA TION QUANT/TY <br /> a L. s <br /> Sta 450.86 to Sto, 45/•So <br /> (Over/oy) 75 Tons <br /> Sto. 45/„50 to Sta. 631+50 A /60 Tons <br /> North Ripon Rd. 43 Tons <br /> Shaped Bedding i� Tide Rd 2 3 Tons <br /> o CLEARING AND GRUBBING oug Rd 24 Tons <br /> Murphy Rd. South .21 Tons <br /> Sto. 4.3-1”-TO to Sto. 63.2 „00 Murphy Rd. North /50 Tons <br /> CULVERT EXCAVATION Driveways z49 ;r,,,,$c BACKFILL DETAIL TOTAL /z, 74-f TONS <br /> NO SCALE <br /> ROADWAY EXCAVATION <br /> LocAr/oN QUANT/TY CLASS 2 AGGREGATE BASE <br /> Sta. 45/*SO to Sta. 63/„50 /3058 C.Y <br /> No. Ripon Rd. 25 C. Y. LOCA T/ON QUANT/TY <br /> Tide Rd. O C.Y Sto. 4s/*SO to Sta. 63/•50 8 534 C. Y. <br /> Due Rd. // C.Y. <br /> See P/ons /'or width Murphy Rd. South /4 C.Y. <br /> /01vfin. Murphy Rd. North 75 C Y. <br /> } `R/w A (R/w TOTAL 13193 C. Y <br /> 12"O R. C.P. CL IC DRIVEWAY PIPE <br /> s <br /> L O CATION L ENG T H <br /> 0 <br /> 22X13 C. S. P. A. (0.079" thick) Sta. 49s* 6o Lt. 30 l. F 36 <br /> o Sta. 497 ,80 L t L. F. 78 <br /> ��- LOCA TION QUANTITIES TOTAL 4” L. F ;14 <br /> £.P. �k1p E. P. LENGTH STR. EX. STA. B/kF. <br /> Sta. 464 ,*00 54 1--r // C. Y. 7 C.Y. <br /> A Sta. 474 ,,00 54 L.F. C. Y. 7 C. Y. <br /> Type B'- Compacted votive moterio/ Sta. 484 ,100 5.; L.F. C.Y. 7 C. Y. <br /> Sta, 538*75 58 L.F. /2 C. Y. 8 C.Y <br /> Type ;9' - 2 A. C. over compacted votive motario/ Sfa. 547*7S 54 L.F. //C.Y. 7 Cr t I LT <br /> TOTALS 274 L.F. 56 C. Y. © 96C. Y , <br /> Denotes Fina/ Quantity CORRECTIONS <br /> sqO CHANGES <br /> Const E.P. R/w SHAPED BEDDING <br /> /6 4 var. LOCA TION QUANT/TY <br /> r. <br /> `5-•� VoSto. 46'4,,00 /00 S F <br /> Sto. 474 *00 /00 S.F. <br /> Sto. 484*00 /00 SF <br /> SECTION A - A Sto 538075 106 5.F <br /> S ta. 547 f 75 /00 S F. <br /> TOTAL 306 S.F. <br /> DRIVEWAY DETAIL <br /> NO SCALE <br /> FINISHING ROADWAY <br /> Sto. 4S/*50 to Sto. 632,,00 <br /> ,� .CAT 1_ .,iN : ::F� T . � �� e_ . ,�_ E� � ���.� � , � , o _ , DAT E APPROvA _ R . ���. �� �o p q off. , . G p CONSTRUCTION DETAILS FRENCH CAMP ROAD ,aE . <br /> z • 7! Q G�ioGf/��J� !�v 7 3 3 3 C O U N O 1%3 A � I ,.°A �.� U u fl1! � 4. <br /> l 1 ,�� / ,� _ . .. _ AND N O T E S DRAWING O <br /> fi <br /> D� y.��� � 7 , 17 <br />