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85.83 TOB 10' 121 ' - 121 ' 10' <br />LEGEND 84.52 FL 86.54 TOB EXISTING 6 LOT LINE 6 <br />NOTE: - GROUND ELEV.=85.6 ELEV.=85.6 <br />COVENANTS, CODES AND RESTRICTIONS TOB TOB <br />PERTAINING TO LOTS 6 AND 7 STIPULATE $6X9 EXISTING GRADE <br />THAT OWNERS OF SUCH LOTS ASSUME <br />THE RESPONSIBILITY FOR MAINTAINING THE F8_4._3j FINISHED GRADE <br />DETENSION BASIN AND ALL LIABILITIES 1 J 1 <br />RELATING TO THE PRESENCE OF THE BOTTOM 0 DRAINAGE BASIN <br />DEfENSION BASIN ON LOTS 6 AND 7 $7.20 TOB TOP OF BANK ELEVATION (EXIST.) 4 ELEVATION VA IES 84.2 TO 84.3 4 <br />As SHOWN ON THESE PLANS. $7.20 R FLOWLINE ELEVATION <br />$5.56 TOB SECTION A -A <br />87x7 <br />REMOVE PORTION OF EXISTING 24" CONC. <br />84.78 FL 85.87 TOB PIPE WITHIN PROPOSED BASIN NOT ro scALe <br />88x5 84.54 FL \ 0 87x4 - - - - - - 87x4 <br />24" PIPE 86x7 - <br />.�F 87x1 87x3 <br />88x0 <br />86x9 / \ 84.09 FL 84.3 / 6x7 / <br />- \ / M / <br />86� 24" PIPE <br />\ 87.20 TOB i <br />83.89 FL 86.99 TOB / pp t <br />5' MIN.-- Rod I <br />\ \ LEACH FIELD VM0 <br />8 \ 10,'x` LEACH FIELD LEACH FIELD10,0000 SS.F..F\ � \ <br />/ A PROPOSED TOP OF BASIN -"-Z <br />\ / 100'x100'= 100'x 100'= <br />it 85 �\ \ / ! "1 '11Z <br />10,000 S.F. I 10,000 S.F. / / / <br />86.42 TOB � 87x9 87x3 <br />87x0 7 I <br />86.55 TOB -- 5' MIN. <br />\ \ 84.21 FL � I B <br />86x9 I 6' (TYPICAL) BENCHMARK: NAIL IN POWER POLE <br />8 x9 D ET I`4 0 N 86x9 ELEVATION = 87.65 <br />I \ \ 10' (TYPICAL) 87X2 <br />B I N <br />g \ \ FLOWLINE OF EXISMING DITCH �� FL 12" CONC. <br />PIPE=84.20 <br />\ 121' 12 1' <br />8 7 I 88x4 I <br />SLOPE SLOPE I / 88 <br />\ M N 1co / I <br />ONO 86.42 TOB 10' P.U.E. "�-_700' l <br />A \ � 8 � 86.00 TOB <br />k OOxfOXO <br />5' MIN. -- \ EXIST. AG WELL \ I <br />4 x�� _ 86x$ _ _ 6.:9 4 <br />�11 - - - - - <br />I 86x6 PLACE 90 L.F. 12" CONC. PIPE (CL. III R.P.) / / �- <br />LEACH FIELD PLACE 65 L.F. 17"x13"x14 go. <br />C.M. PIPE ARCH / <br />100'x100'= 85.89 TOB CONTRACTOR SHALL PLACE EMBANKMENT �10' P.U.E. <br />10,000 S.F. � FL 12" CONCRETE ON 5:1 SLOPE / p' <br />/ \ PIPE=84.00 $3. 86.11 TOB <br />98 FL R%10 <br />\ PLACE 65 L.F. 17"x13"x14 ga. I I <br />j LEACH FIELD I C.M. PIPE ARCH <br />100'x100'= <br />R�1 10,000 S.F. / <br />EXISTING DRAINAGE DITCH <br />I / <br />apo' <br />l 5' MIN. / R1po' R' /� LEACH FIELD J <br />REMOVE 4 EXISTING 10" & I 100'x 100'= <br />1 EXISTING 8" CULVERT PIPES <br />83.65 FL I LEACH FIELD � \10,000 S.F. <br />\ ! ( 86.40 T08 86.63 TOB z, <br />\ <br />/ 86.23 TOB 100 x 0 = 10,000 S.F. \ _ g I <br />86x9 87x3 �/ 87x6 86x1 <br />0p1n'� 85x9 86.53 TOB 86x7 - - - - - <br />�a to r� co 86x 1 86x 1 .22 FL - - - $4x5 - - - - <br />4 <br />00.000000 87x8 _ _ - 87x0 - - 86x8 - - - �- <br />85x7 86x2 <br />85.871 87x2_-! <br />PIN ; <br />QROFESSION <br />YC ASSH0W1''' SIV f i G C�<Gc RECORD Di\r1WN� <br />Of Corrections By <br />77S E C r i 0 I\1 B No. 17351 NoChangesBy _ <br />N0 � �� 5� c..x I w;. Exp. G 3d- Doti' ,o....,.._,...... <br />�� STa CIV\ o�a�P Any <br />Person urn ng ,` his Drawing S o (W Voti3i <br />C NOI- C S6,1I be {< , -, tv t is �> a o OFCA�\F <br />SCALE: =60 �� �r n1 r z ar ir' to f" I�i fir: �F <br />u <br />R E V I S 1 0 N S SCALE: 1"=60' SHEET <br />NO. D E S C R I P T I O N DTE BY SIEGFRIED ENGINEERING, Inc. DATE: APRIL, 1993 JAHANT RANCHETTES, TRACT NO. 2576 4 <br />F.B. No. 525 <br />OF 0 60' 120' 240' Civil Engineering ■ Land Surveying ■ Structural Engineering ■ (Planning DRAWN MEP/STO COMPUTER FlOLEJNO. <br />4045 Coronado Ave. ■ Stockton 95204-2396�J(.209 943/2Q21 ■ FAX 209 9�2-0214I_5E* <br />DESIGN RGC GRADING PLAN & DRAINAGE BASIN PLAN 72301PO4 <br />Job No. 7230 Submitted By �/��/� � \ R.C.E. No. 17,351 ExP, 6/30/96 CHECKED RGC DRAVANCG-4693 <br />