Loading...
HomeMy WebLinkAboutS-297601n P rN^ VJ 01 aP w N � o o� .xN. W L•U TV f O I Li NE I I o c I; �T — ! -- - - - - -� o- Q J o o I o 0 0_ I o 0 o I'I - of o - z I - - - -- - - - - - - - - - - - - - - - - p - - -- i -- - - - - - - - - - - + r - - - - -- - -- r-- - - - - -- f r-=-- - - - - -i - - - - - - - - - - GRAPHIC SCALE O. ' .. { - _ I j z0 o io zo ao I_ _ i NOTE.r ---- - - - - -- L - _ _ I Yi. I ., p S.�NIIAR�' SEWER STUBS, TYP. Z o + I CONTRACTOR IS TO VERIFY -.THE - - - _ I , FF. EL V. 302 O _ _ - 6q PVC 6 29 MIN. SLOPE 1 1 W I I - I EXISTING SIDE SEWERS TO LOT 1 HAVE I O' (� I Q (fx FEET ) I N I I t \ I - PL'R t'D.R. DETZ. 8078 IMTN 5' MVN. COINER AT ESMT LINE, �- I _. I V I - - 1 inch = 20 ft. I I ADEQUA7E DEPTH TO PASS UNDER _ - - -'1 +. - -- - I 1 SNH -RER LOT AT LOCATIONS SHO �t, i _ 1- - + R M I O - - SEWER INVERT RECONSTRUCTED/ AT -.npN FF. ELV. 3001 ! " -- N I I 59 I SEWER INV SHALL E8- .:A-T�R LINE, IF 1HE f i O AS ORE SUITABLE FOR CONS7R C I I - THE PROPO I v I ADEQUATE DEPPPIK 1 O .� I 0 I E -- -- I I — -- - I = FF. EL 300 I cr- Ln CO I ) i I I A I W i I FF ELV. 301 _i :l, FF. EL 300 Lj1 __ _ I I — a / 1 I L2 z _I. I I I I EXIS77NG 4" CONC SIDE SLWER - -- - - -' I '. , _ S8 5.Z _ _ - ( I Q I � I I - - i � � -- � �-1` I '.'I,, 1 ' .. �..•, 1111 -: I C IIoa E Q a l I 0 i N Al- I I I I oo - - - - -_ - HP-V C�ID869 -- - - - �- -- - - - - } - - - -- - - I - - - - -- - - - - - --- _- � - - --- - � � --- - '-- - - - ` - - N 3 +4 0 00 + 0 O O O O _ .az = 3� EXIS71NG394 LF - -------------- - x - _ - - -- - - - - - - - -- - EXIST ,8� STP, Q2aN N 182759884 i r - - - - - - - - - - k W - E 1305656.4389 zj I - OLD SEP77C TA STA 4 +89.54, 715R. NOTE EX SSMH W 2 NEEDS TO BE REMOVED PERKING COUNTY HEALTH 1. THE CONTRACTOR SHALL CONTACT THE OWNERS RIM EL= 29749' E OF THE ADJACENT PROPER71ES IN WR1777NG, AT LEAS]( ' INV EL = 287.19' - 8° _ j I DEPARTMENT GUIDELINES O J a y" j I I ^' / ff HOURS # A,DVANC,E!::aF ANY WORK TO BE I I EXlS77NG SIDE SEWER 4" CONC. pERFORMEO' 1N ,DiEIR�P_ROPER77ES - II ® 2 INSTALLATION OF THE SIDE SEWER STUBS i DRAINAGE WILL BE LIMITED TO 7HE D(IS77NG UALITY ` u i I I I I EASEMENT. ALL IXlS77NG FACIL177ES AND DUS77NG SIDE SEWER STUB, TYPICAL I I I - �NDSCAPING`S'HAZY�RES�c� TONG '- s I I I COND177ONS OR BETTER. o 2v 7601 N � II I PRI VA TE ROAD PROFILE 310. _ - _w . 2 - - __ -- _ - - - - -- + o Q � w 3 O N 187670.4893 E 1305660.0015 _ STA 0 +94.95, 7.25 R. '- - -�- - - -- _ - - -- EX SSMH _ -_ _.. --- RIM EL = 300.67' INV EL = 290.57' -8 "' - -- z 0 DATUM ELEV _ °o o° I 1 +00 wwp -a? _ 2076 2 +00 3 +00 4 +00 5 +00 VAN q w F4, 6 � 34474 E�mxs O Q Q CU O U Z Q O U O W. Z U s 4 -2009. 3 z 0 DATUM ELEV _ °o o° I 1 +00 wwp -a? _ 2076 2 +00 3 +00 4 +00 5 +00 VAN q w F4, 6 � 34474 E�mxs O Q Q CU O U Z Q O U O W. Z U