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_ORD DRAMNGS <br />'lie information contained oil these plans is based upon tile inforillation <br />S <br />provided by the Contractor and generally depicts the post -construction conditions of this TRIPING NOTES site, A post--consil-LIclion survey was not completed, All inforii),ition should bc field <br />velified prior to under -taking any fl.itnre work oil this site. <br />1. ALL STFRIPING AND PAVEMENT LEGENDS S11ALL.. <br />BE "'I"HERIVIOPLASTIC. <br />Kevin C. Carter, P.13, C44665 Date A" p TE. SS ROAD <br />2. ALPAV L STRIPING AND EMENT I.-EGENDS SHALL KcjTy Engineeling and Surveyijig, Inc, R .1. k"O.N PA <br />UUINIru m I k") U /A I.- II 11> I /NN U/AF I I LJNIN�� <br />A20­-A,I3,C AND A--- 24A,B,C,D. <br />3. ALL. SIGNS SHAL.1- BE S"FANDARD SIZE <br />PER CALAlm RANS 'TRAFFIC MANUAL <br />EX DETAII 27 <br />EX R1 ­2 <br />I N S J'A L, L. SI'CIP I R 1 i ---EXISTING STOP <br />I EGEND I.-EGEND <br />454-00 46-4-00 47+00 4 8 0 0 <br />3- 1,3 <br />R3(1 P <br />_T [`, X IS"TING <br />12" WWI E <br />IJMIT I_INE 12" WI-11 IE <br />LIMIT LINE <br />R 2 4. (3 5) <br />EX Dl. TAIL 22 <br />L-EGEND <br />-W INSTAL.[-. NEW SIGN <br />INSTALL NEW PAVEMEN"r MARKING <br />INSTALL NEW STRIPING PER DETAIL NUMBER <br />EXIS HNG SIGN <br />IJ <br />0 <br />m <br />U) <br />EX <br />DE I'AIL. <br />2 7 <br />v. <br />EX DETAIL. 27 <br />'CONFORM <br />G27 (580) AND <br />0 <br />E P <br />4, (IR (WI-1 I I E ON BIJ JE) <br />41"' WI1111 <br />25' C <br />m <br />DI_.'1T*AII,_ 27A <br />LL,J <br />- <br />-CONTROL. L-INE.' <br />0 <br />4 <br />- TALL, 38 o <br />53 f 9-4-00 50+00 500 oo D E <br />00 2+ <br />1 12, <br />TYPE V ... ....... 4DF:TAII_ 29 <br />DETAIL. 22 12' R7474 <br />WHI'I'E D E"I'A I L, 38 - <br />12' 17 <br />I_ I M I T L.INE <br />QE S'1-o[:, <br />ftx I <br />INSTAL1. STOP <br />1z <br />W11HE' <br />C) <br />H:_.'GEND <br />25 C C� <br />R F M 0 VE <br />FX R1 2 <br />4 <br />ILL I'A I I 27A <br />CID <br />CONL ORM 1'0 I-­X <br />1) F T'A I L, 27 <br />1:1A7._'TE_1..R5__'0N` TIAS ROAD <br />WI::_ST <br />RIGH F L-ANE emu <br />E'A S I' <br />c 1 <br />I.-EFTL.ANE <br />0 G21 DETAIL, <br />TYPE p(R-11) I'YPE P(L.I) PAVEMENT <br />MBGR MARKER L,EGENDS W23 <br />MARKE'R \ <br />10' TYPF L) <br />MARKFR S E F D F- TA I I.- <br />TYPI -, 1 G21 DETAIL 27A 12' <br />I yP <br />[RIB <br />I) F., I A I LI 27A Al <br />DETAH_ 9 <br />DE1AII__ 38 C V) <br />1'YPF III !121 VARH S <br />TYPE III <br />46 DLI'All 3/B D E 1* A I 1- 2 5 <br />MBGR . . ..... 0 <br />CO <br />If) 12' <br />*m/1.) F T A I 1— 2 5-7 4. 00 12' '8+00 <br />0 r--3,5 -1.. 0 0 D TA I L, 2 156+00 A 1") <br />59+00 ------ a <br />TYPE I < 12' <br />kle, 604- 00 I)ETAIL, 2 �5 . ...... <br />D F" TA I I_ 9 12' 3' CONTROL- JNE '12' <br />37B---- 1) TAIL_ 9 <br />DETAIL, 2/A 1 2p D I" <br />M R G R <br />DI-J'All- _9'3 <br />25" C C <br />D I_'A 1 2 A <br />IR'YPI-' P 1-) 23 5) IYF)F III <br />W2_5 cl, MARKER <br />SC1dUL,IL_. ROAD" 4" W11111- <br />_YPE P([_T) TYF'E 111— 25' C, -C TC <br />MARINE R <br />m <br />V) z <br />cx 0 <br />Z 0 <br />< 11, V) <br />J. > <br />Ld <br />< <br />0 <br />C) 0 <br />C) C) <br />iv < d. <br />117 <br />c) <br />C) <br />C.) <br />C_) <br />i. c) <br />< cy <br />LO z <br />V) <br />Y <br />c) <br />rr <br />1-It"I C) 0 <br />< c) t Li (�Y_ -_T: cr. 0, <br />n ch c') c-) (3 0'. <br />0 <br />LLJ <br />W 1,0 <br />U-) (,o <br />0 <br />< Y- C) <br />< C5 <br />0 <br />z <br />z <br />0 � <br />< <br />ct (71 <br />c) <br />C.) <br />Q) V) Nt <br />Q. <br />0 <br />C4 <br />(N <br />Jj I_Lj 00 <br />0 <br />U) <br />U) Lo <br />01 L.L. <br />0 <br />< <br />c3) C,-) <br />0c. <1:� I <br />0 c.) <br />n <br />L, <br />,z <br />C"D <br />C .) <br />c') <br />(,D <br />C) > <br />< (-,r--- <br />J <br />0 z., <br />co <br />D <br />Cn <br />c-) <br />< <br />U) <br />(./) <br />U) > <br />(T) 0 <br />u-) <br />F. <br />C� <br />0 C<1' , , <br />-) <br />< <br />V) <br />V) <br />c)-) <br />z: .0 <br />0 <br />C) 72. <br />