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HomeMy WebLinkAboutS-3489030 RED I Aj49,V 46 196, -P4"� EXISTING UTILITY STRUCTURES & CULVERT ENDS_ 1 SSMH RIM EL = 470-18' 8" P.V.C. W.—E. = 461.93' 12 SSMH RIM EL. = 464.87' 8" P.V.C. W.—E. = 458.12' #3 CB RIM EL. = 465.22' 6" C.P.P. W. = 461.67' 12" C.P.P. N. = 461.62' 14 CB RIM EL. = 465.21 12" C.P.P. S. = 461.36' 12" C.P.P. E. = 461.56' #5 CB (SOLID LID) RIM EL. = 464.56' 12" C.P.P. W. = 460.76' 12" C.P.P. E. = 460.66' J6 CB RIM EL. = 470.84' 12" CONC. SW. 468.94' 12" CONC. N. = 469.14' J7 CB (SOLID LID) RIM EL. = 471.16' 12" C.P.P. S.W. = 467.56' 12" C.P.P. E. = 465.46' J8 CULVERT PIPE 12" C.P.P. = 469.46' J9 CULVERT PIPE 12" C.P.P. = 469.17' 110 CULVERT PIPE 12" R.C.P. = 468.99. LOCATED. IN THE S. W. 114 OF THE N.E. 114., OF SECTION 10., TOWNSHIP 23 NORTH, RANGE 5 E) W. M. 0� 5 ly HOUSE TOE OF ROCKERY 0.6' N. OF 8DY LINE �174 \-3 END OF WOOD RETAINING WALL HOUSE r—APPROXIMATE NEW HOME �j SIZE & LOCATION DRIVEWAY 1--DISPERSION, DTL 2/2 ^o IV- 10, O '. — — -- - - - - -- - V 3' DIA la ASPHALT EDGE HAZELNUT BUSH #1 J2 CONCRETE uL SME�— — ---------------- EX WATER N. 9 TH P44 CE ....... 2-FOOT WIDE, 7 ASPHALT EDGE ---- — -------- ----- SSMH LOCATED -NEW PAVIN TYP. 0 -------------- -- ........ 248.6' EAST OF SSMH # I ............ ... . . ................ ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .............. Lu LIJ .......... CL EX. PUBLIC, 'tu 8*" PVC SS #6 1 #10 4- ku -A 0 19 to Lu ti I LQU 1 " =20' m umipwtzsul ucm.11 if necessary ................... ... ................. ........ ..... ...... .... ............ .......... flow to other branching CB's as necessary over s- 3q�803 s- la - ---------------- f &T Yl�§ ....... 2-FOOT WIDE, I LOWPA 7H SEGMENT= ---- — -------- ----- ........ ....... 4-TO-6 INCH DEEP, — --- -------------- -- ........ STRIP OF CRUSHED ROCK ............ ... . . ................ ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .............. . . . . . . . . . . . . . . .......... ................... ... ................. ........ ..... ...... .... ............ .......... flow to other branching CB's as necessary over s- 3q�803 s-