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HomeMy WebLinkAboutZ-4885 Map 41 315 1 310 A 1 295 1 290 285 mm 275 P.P. / NN L. & S. CONCRETE COMPANY y SPOIL DISPOSEDCD PAS o J��y I �I NOTE: EXTEND DITCH FROM EX. H.W. �� CASTING BED TO INTERCEPT PROPOSED DITCH. \ EX. H.W. / FXi EXIST. RIP RAP TO REMAIN / � \ SI,NG cq \ Soo F U.S.G.S. BENCH MARK Fk NE Corner Bridge O e4Nk \ Elev. 315 +p0 TO STA.2+51.57 "/ ---PC P.I. 0 STA 0 STA. 3+73.59'- _ \ N ES E _ \ BRIDGE �RANS`SECPT PT 0 BOTH 51D STA. 2+51•57� 32�p6 p3 -- T rse Point No 6 STA 5+68 04 PC BEGIN CONSTRUCTION STA. 0 852 - -- _ STA. 0+00.00 -- _ 52.81' -- / � 47°46'06' E P.I. -- "R_ 0• _ zo o. r, 0 0 N 'D n. 'o ' Q V, ry � 0) J J ry d h ti 9 / 8 73 22 ,T liccFss A� 11'OS'S -f- , ; � 6' _ __— � 122.03� j mve Hub & Tack F o ?0, '6 CZI o N 6S°�qN� 0, ?8- C 380 8\ NOTE: RELOCATION OF EXISTING SERVICE POWER POLES, (2) MAY BE NECESSARY FOR CREEK REALIGNMENT. \q� Traverse Point No. 1 BACKSIGHT \, Found Iron Pirr -- — - - T T --- lJt m �©k �= �w�swww� -- ��frttn7� tttttttttt�ttttttt>, ttlllttittlillllltt811tititlltil�tititiw ana•,r• nie��n== tt>•��t>,�m»»>•t���=�'.�s_uc tt� tt���t»wtttt�■ ���� �ers�t>�� w�iw t»>,�Cittt•m�� WILLIAM A. & GEORGIA M. STAFFORD TO Traverse Point No. 2 Hub & Tack CURVE DATA ORAD. = 726.84' DEL. = 15°40'03' ARC = 198.75' TAN. = 100.00' ORAD. = 337.88' DEL. = 32°58'25' ARC = 194.45' TAN. = 100.00' - Pc . CROOKED CREEK REALIGNMENT STA. 9+48.87 PLAN/PROFILE VIEW STA. 0+00.00 TO STA. 9+48.87 C CIVIL DESIGN - INC. D 1001 FAIR PARK BOULEVARD U T T LE ROCK , ARKANSAS 72 204 Revision _ Date : By Scale Dote Job No: 1'=50' HQR. 2/3/88 1'=5' VER. Drown By: Checked By E.L.W. W.L.D. Approved By : I Sheet: W .L.D. V 2 320 315 310 305 300 295 290 285 280 275 PLA E PLAN - PROFILE -T A C BItRINT PAPER CO.. 5. r CAS I Nr iom)i I