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w <br /> h I l f I Caoform <br /> 30 30 <br /> cam, I I I� A011UT/Na MANHOLES 11,4CE A5101-14LT CONC�PETE CLASS B CONC�PETE <br /> CMi�Ce//aneous Ar-eas� ( Curb and CVttere) <br /> uj <br /> I� I ,Cocation Ouontity � <br /> LOCGtion - ,9i3e - Quantity LOCOtia/7 Quantity I <br /> �) S'to. /87,0.2CLt) / ea. <br /> .pto. /0t35CLt) 20;X 8 ' /9 S. X 9to./0t60 to S/o. /77,50 (RI) 690 Z.F- <br /> °Z m 5/c. /3t75C,Pt) /6 ;X6; /2 9. Y- 3W. Cor- 6'r'ee%y Ave. 52 .CF <br /> 1445 /s' I (� 9to. /4t57C�Pt) /3 x 6 9 S. Y. Tota/ 750 Zr <br /> RIW Q �� /�I' .9/o. /4 70 (ZV 20;X7 ` /6 9Y <br /> -17o I \ AOJUST/NG' GU.4 TEiP l/,4L!/E COliElr'S y/o /St69 M/) 50"1 23 -YY <br /> .Sta. 1111 (Pt) 30 x 7 23 .9. Y. <br /> Location Qua/7/ity C/Pf•) 20x4 9 .�Y. <br /> est ,y H ,,,� stc� /Ot35l�/. ) / ea. 9/a. i7fz7 iIIII .5x /� 6 9.Y. CLASS B CONCiPETE <br /> ,v-� 9 5to /77,85 CRf� z6xz 6 S.Y. C 9idew0Ar <br /> 9ta- /Ot4,2 CL t) / ea- <br /> �' Ca�rsl�acfia/ LINCOLN o - - "4A$ <br /> Toto/ /22 9. Y. <br /> LOCat1017 Quantity p <br /> I If Sarvey .Pecfioc Lix _ _ eta/d t20 4(Z <br /> is o o #J Tota/ 4 ea. .5ta•/07,60 to Sto, /7150 c"F1) 307 S.Y. <br /> 9 Coot'orm <br /> �Q ° .5W- Cor• 01-eele Ave. .2/ 9. Y. <br /> i VI e o JO"0/A. AL TF)FAW T/VE PJPE y <br /> / Toto/ .326 S. Y. <br /> ,� 3 � Location O�ontity ' <br /> — - <br /> Raw Conform CLE,41P/NG AND G�f'UBB/NG ,9to. 15'-.00 l.Pf) 22 ./.F <br /> ,� c. /stis� 14rev: F/N/SH/NG ROADWA Y .5fo. /51.00 (L/.) /2 Z./ <br /> - <br /> See s'ht. No. 3 �'� .5to. /7175 �LtJ 96 4, CLASS B CONC�PETE <br /> for detai/s: J <br /> Y/a. /0100 /o 51C /8150 Toto/ 70 L.F. (Driveways) <br /> Cont'o�m �� I _ LEry Loco/iorr - Si3e - Quantity <br /> scale = 20 -- -G' Limit JtO. /Zt�4 CiP>`) /8 X10 ,ZZ S.Y. I <br /> I I Ill /Z"D/A. �lLTE�PN.4T/!/E P/PE _f1c. /3t-446 ) ZV X/0' 23 SY <br /> ASPHALT CONC�PErE <br /> (Type B Tota/ 45 .1Y. <br /> I Location Ouontity <br /> Locot/on Quantity <br /> 9to /57,00 /o Sta. /B*00 300 L.F. <br /> 9/0. /0130 to Sto. /7150 276 Tons <br /> FiPAME AND CDl�E/P WWN1 OLE) <br /> 1 <br /> s/ 50 <br /> /77,50 /0 9ta /87, 76 Tons <br /> i-- M/sc. Ar-eos /3 Tons Cocotion Quon>ity s <br /> o y. <br /> Toto/ 367 Tons <br /> •/8��0/A. STO�f'M DiPAJN lI�L ET <br /> v <br /> /02 <br /> Sta <br /> � E <br /> otion Quantity I <br /> Loc <br /> A.9PHAL T CONCRETE BASE Sta <br /> 15+00 C�Pt) / o. <br /> _l00 < Type B� S/a. /7*72 CGt) ET, <br /> E AAID 6`A <br /> LINCO� . )?jOA, Location Ouon/i/y Toto/ 3 ea. ( .STD�PM OMPA/N INCE <br /> I <br /> LOCOtion Ouantity <br /> a 9/o. /0130 to 9ta. /7t50 325 C. Y. <br /> i 98 /7*0 *SO /8*Ofl t50 /9+0-0 - 1/ / O t 3/ <br /> _.. _. . ._ . ._ o. 7t5 0 o. 67,5 5+-D . <br /> __... _ � : r.. . / O 9/ C. Y. .oto. / D CLt. ) / ea. <br /> 4 <br /> y <br /> Toto/ 4/6 C. Y. MANN ES (S' 5to. 15-t-00 GP/) <br /> S/a / 2 lL <br /> OL f0/-rn Semler) <br /> 7t7 <br /> E , <br /> „_... .... . ...; . _r, _:. n. . . E . ... Location Quantity Toto/ 3 ea. <br /> 5/a. /5100 <br /> ALLOI�I/ABLE ALTE/4'N.4T/1/E PIPE <br /> + <br /> IIJ <br /> I _ o — Type A R. CP (C/. 17Z) or • <br /> Denotes Misce�neous Faci/hies <br /> 6 .4 � F � ; 1 <br /> 0 <br /> 02 <br /> v <br /> r 'AXIS rn� Pr' le r o ti <br /> f <br /> E <br /> too <br /> R OREEL EY" WAY CARAA AVS: <br /> 98 <br /> z - /+goo _s o a *nn <br /> , <br /> 'SATE 5 4., <br /> ���e r AS QUO/EG/ <br /> INTERSECTION DETAILS PROJECT LINCOLN ROAD , <br /> 4 � � �- g �. �ff. 1y// + `l?� 7Y71 Y 6,%� �: .... G . DRAWING NO. 3 4 <br /> CONSTRUCTION NOTES <br />