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HomeMy WebLinkAboutZ-5311 Map 4311 312 -- _ �- - 31\ 314 315 316 --�-- H I GFWA Y 10 \\ 16mal 309 �- 310.4 TC 311.1 TC 308 89°34' 8" E 141. 6 307 CONST UCT 10' 5' C NCRETE W 5' RB OP NING 314 J /310.5 C 11.7 TC 307 307 I It 1 1406 l() 305.8 N + 605 9� �• Ln Q 304.6 O + Z 304 ,NAM BLUE PRINT 303 302 301 300 299 3 TC N 2.5 TCS 312.8TW 312. TC .9 TC 1 T 313.0 312.5 TC 312.5 TC 313.0 TC 311.6 TIC \ P"1 TYPICAL DITCH SECTION NTS \�- 8' N 311.8-q"- � 2.3 TC 31 312.0 TC 312.3 TC 311.7 TC 1.2 TC 1.5 312.7 TC \ CONSTRUCT 6" CONCRETE D Y APRON TO RIGHT-OF-WAY S 86.1032„ E 1 INLET FL 312.0 0 TC 311.8 312.8TW FF 313.0 n/3 6 62 9'' W 6567 310.25 317 EXISTING 24" R TING 30" RCP 8 OVE EXISTING 36" FLARED END 3 17 CONST T 4 6" RCP ® 316 1 1 ■ EXIS G 1 TELEP NE BOX EXISTING P 314 310.5 T t I 312.3 TC I I I312.7 TC II 312.0 312 5 TW 312.5TW 312. TC ...I'_I 312.8TW 312.1 TC II 312 TC 312.3 TC 312.2 IIT,, 31 .6 Ti!3�1.p C 312.1 TC 312.3 TC II 312.5 TC 310 5I T^' 313.0 TC 312.8 TC 310.9 TC 310 LF 36" RCP 141.00% 310 TC o II �' II MH \I FL 299.25 X18» SNI TgRC MH II 302 \� \ 301.28 I\ INSTALL 36" FLARED END SECTION AND RIP RAP OUTLET, FL 304.40 0.5 310.0 TC C0.9� I 313 312 310 X09 LOT 1 " = 20' 20 40 60 SITE IMPROVEMENTS 3, FWY. # 10 COMMERCIAL SUB' D LITTLE ROCK, ARKANSAS �n MCGETRICK ENGINEERING ENGINEERING / LAND DEVELOPMENT CONSULTANTS Little Rock, Arkansas 72221 MAY 29, 1990