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DRAWINGT S <br />"T'lle inforn'),ation contained on these playas is based upon the "as --built" infonnation <br />provided by the Conti -actor and generally depicts the post --construction conditions of this <br />site. A post-consauction survey was not conipleted. All infortnation should be, field, <br />verified prior to undertaking any future work on this site. <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc, <br />M13GR <br />1-11 D E. F A I [ 2/A <br />ov <br />E 1:1 <br />R) 00 <br />bo, <br />Z� <br />4' <br />4 <br />C5. C) <br />NY DETAH 27A <br />TYPE <br />DE, TALE_ 2/A <br />�o, <br />12 W1 C I T E L I N E- - ......... <br />W56 <br />CON TFROL, <br />LINE <br />1b <br />DE FAIL 40A­, <br />R 10 0 <br />_­ <br />T`Y-PE,P,97f7h <br />4' _T) MARKER <br />12" W1 <br />LIIMII JNE <br />A') <br />00/ <br />4" WHI-IF <br />25' (.,--C <br />DETAIL, 2/A <br />-12"" WHITE I I N I-' <br />TY1 <br />'m <br />DF­FAIL 27A <br />R 61 1) E **r A I L <br />LEFT IRIGH'T G21 DETAIL <br />LANES L.ANE <br />SEE E) E. FAIL <br />R61 & G21 <br />2 <br />0() <br />vkiw� 72P <br />3 + 0 <br />91 '12' A 9 CON I ROL <br />'38 12' L. I N E <br />12P <br />12' <br />c, 0 <br />R2(35) /8 P <br />I <br />I <br />N o -r'E: <br />"THIS SHEET PROVIDED <br />FOR REFERENCE ONLY <br />El <br />moll, <br />.N*0.1?T11 <br />�4 40' <br />A <br />IN ['A[..,[- NEW SIG"N <br />INS"TA1,1 NE ­W PAVEMENT MARKING <br />INSTAI_L, NEW STRIPING PER DETAIL NUMBER <br />S IslaIN Q N 0 TE S <br />1. ALI STRIP1NG AND PAVEMENT LEGENDS Sl,-iA[,,,.I- <br />BE T1-]E1RMOPI._,,ASJ_1C. <br />2. A L I STRIPING AND PAVEMENT I.,.,EGENDS SHALI.- <br />C(,'.)NF'ORM 1_0 C"A[A"RANS STANDARD PLANS <br />3. Al..., I_.. SIGNS Sl,-iA[.,-[,- BE S 1"ANDARD S1ZE <br />IDE[R CA[A"RANS TRAI""FIC.' MANUAL <br />4. FOR DE*TAI[ .S ON 'TRAFFIC SIGNAL FOR <br />1111S INTERSEC"'110N SEE TRAFF1C <br />SIGNA1_ P1 _ANS. <br />C� <br />(D <br />< <br />> <br />:D <br />kaa <br />(0 <br />Cj I d <br />U C) > - <br />0 <br />U <br />C.) <br />CT) 0 <br />bo Cz <br />LAJ <br />Z <br />(.3 <br />(f) C) 0 a- (1- <br />0 <br />C0 <br />L0 <br />CT) <br />< C.) r`, <br />0 < 0 1 <br />01 <br />z 7 <br />uj,cO, <br />0 0 > (.0 <br />C.) k < <br />cr <br />,*, < <br />0� C) < <br />Z <br />LO <br />Q) C.)- N <br />LLJ CX) <br />0 <br />W1­111­ <br />(n Ln <br />0 <br />0 <br />C-) < <br />> _J <br />5- <br />1.0 <br />< <br />(7) CD <br />(D (7) i <br />0 <br />C) < <br />In > <br />c) <br />z <br />(D <br />(j-) <br />C) <br />0 <br />cra <br />0(1/) <br />> <br />cis <br />> n (N <br />I _j <br />(f <br />> <br />< <br />U) <br />(f) (-_y, CD <br />< <br />J <br />Z <br /><1 <br />cn <br />U-1 t.t (j) <br />Ld U <br />LjJ I A <br />f n (S <br />--- > <br />