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S.0 �- �- / T- \\ <br />/ o 1'1 r-��-1 - -- - ------------------- ----------- -- --�. \ \\� <br />1 00 /// / / / /X1+00 / / A2+00 / 1)+00 / 14+p0 1 15+ \ 16+00 17+00 / 8+00 1 12 0% / 19+00/ / / 20+00 \ 1 <br />- - / - P�c�C I — <br />/ F —� •- T i F VIEW CO - --F - / 1- + - If—/ <br />5 .0 , 11.0 / / <br />/ // v204.39 <br />/ // --- --- - ------ ----------- -- - - r <br />- - - - �� - ` _- �� _ _•� �- -•'► / 25.0' / - / / - / / �--► - �` /, <br />�/---�_-_ _I -� --- ------------- ------ I _ _ 1 -f J -t / ---7- -7 <br />CONSTRUCT, DRAINAGE DITCH RIGHT OF WAY <br />25.0' / \ ON SIDE OF, ROAD ` / ��� a' / <br />TEMPORARY ROAM � \ v v � v � ---11/ / I / � /' / / / � /10 �1 <br />RETENTION BASIN V �v A �` v X1'4'- - - _/� /1�6 � Bg <br />25'x50' \ - _ / I / / / / / / / - -�- 165' <br />--- <br />INSTALL TEMPORARY FENCE \ \` TEMPO"Y ROAD > \' _ '' TEMPORARY ROAD J // /� /' / /TEMPORARY ROAD RETENTION BASIN-- j - <br />1112.0 OUND PERIMETER OF o I �6�. �� �� I 1 ✓' "' "' / / / 25'x - - - -- iEMPPORARY-RD0� - — <br />% �€T \ �. RETENTI BASIN \ \ RETENTION BASIN , 1 r / / 03'- — <br />I t V A v �h / INS�fALL TEMPO FENCE N0 _ - -I- - -RETE <br />POND_162'— <br />` ' <br />'1i, / / / PERIMET✓rtR 9E PONj -1F PDN PTF <br />I I POND V I 25 x50 v 25 x50 / - I _ <br />Y' __-,_-- w, / / / IS !►BO 18 INCHE - - - - T MP�ORARY- ENC I - <br />V/ ' it: , / / / �S - - TALC E 160'- <br />-AROUND --P -TER IIF - 0 <br />�, I 6• \ \ / / / / ! / / i 15 <br />PON9 1€'POD4D-DEPTH JS_ -1 <br />-ABOYC1,8 -fNCHES- - — -t <br />i'+0."1f6,`fT13''6f�V <br />N0. 62009 <br />EXP, 9/30/2007 <br />41 <br />00 <br />O W <br />I W <br />C) J <br />O U <br />I <br />n- N <br />Z <br />LLJ <br />>— <br />LLI <br />0 Q <br />Q N <br />W <br />Z Li <br />J <br />0 00 <br />r <br />4*§ <br />U) <br />N <br />N S <br />N <br />W U <br />U <br />a, m <br />`tu <br />V J <br />3 <br />z o <br />t9 <br />11U O <br />— C9 <br />Z� <br />W 22N <br />Design <br />DMA <br />Check <br />AMC <br />Z <br />J <br />Date <br />12/12/05 <br />Scale <br />1 " = 40' <br />Original Drawing Scale <br />10 %" i <br />L11I-Ll� <br />Sheet Number <br />2 Of 7 <br />Project File No. <br />05-050 <br />/ <br />_ <br />` 0 <br />11 71 <br />I <br />RIGHT OF WAY <br />CONSTRUCT <br />DRAINAGE DITCH <br />ON SIDE OF ROAD <br />50.0' <br />25.0' <br />18, <br />1 <br />I TEMPORARY ROAD -- - ----- ---- <br />----------------- __ __ -__ /�/ \�------- - - — <br />' - <br />13?'-RETENT*W8ASIN - <br />----------------- ``� �� r / /^ <br />_ J I 65'x35'_------------------------- -�-- __,-_' _�_ =`—_�____-_-----�-----____ <br />I_ INSTALL TEMPORARY FENCE-------- - _ L----- <br />/ AROUND PERIMETER OF <br />1 --- -- �- - ----- \ <br />'POND <br />X <br />ll'W iii44 --- -- _ _ _- --.-_-.--_---.-_-.-_ <br />- �\\ � \� �\`�_—�_.-__- _____-_--__-____—_—"—s_=_�--= =\�_� -\ /✓/ //// / /// i\ �'\` \ \ \ \ \\ __--- ms'fs/ <br />t— — — — — — — — — --- — — <br />� <br />60,"\ <br />' / /•-- - - _ _� �- --- - - -- - -----.---.- _ \ =` \ \ \ <br />1,50 <br />v I v v v ROAD DRAIN6GE TO <br />JaE <br />EAC <br />'A� w A I �ON�STRUCT�DRO�INA6f DITCH\ v \ \ v \ \ y A{ V A\ T CONTRACTOR TO "G��E - <br />V AROAD <br />�� �A A ��A�A\� \VAS\\�� -� i//DRAINAGE DITCH / <br />1 0 SIDE OFA OAS v v v <br />DRAIN INTO JHE RQN <br />v I v v TEMPORARY--RO / / <br />/ RtEN� 101 BASIL' / ' / / '/ / <br />/ <br />10o>Eso,1Ns,ALa <br />I I I T,EMHORARY .'FENCE <br />/ <br />I III I AijOUND PERI' ER OF <br />/ <br />/INSfiALL' 49/LF/12i <br />CSP CAUL E=RT/ / / 1 f / // / / v I I V v v v iE POR /RAD <br />I Y `/ � // i i I I I I V A v �EMP0RAR1�' 130A6 ,, � � <br />1 r RIGH F l / // / j/ /' i // ` I v� // I I I V A v v vRCTNT�C3N�ASIN/ REJENTIODV SIN <br />((( / , <br />WAY 0 / / ' / / % / / '/ / \ I I I \ \ \ 25x519' / / / , r 35 z50 <br />\ \ \ '\ \ <br />i� j (�% / I /r ! / / / / / / �; / / ' / �� , I /' / / Y MPORARY ROAD 1 1 1 I I I A <br />r I i ; / / / , / TEMPORAR`>,`ROAD <br />�' 1 R NTION BASIN <br />10.0' P.U;E. / / / / / / / / ,,/ ( / / /k&ENTI N BASIN / 1 <br />25x50 25'x50' <br />� � � I I / <br />OONSTRUCT DRAINAGE DItCH <br />PN SIDE,/ OF ROAD J <br />H�/OF WAY ----------- ------ <br />RIG - -- 10.0' P.U.E.-------- <br />/// - /---`_f^--� -�- r� - - -'------I--�•--- ! S.0 �- �- / T- \\ <br />/ o 1'1 r-��-1 - -- - ------------------- ----------- -- --�. \ \\� <br />1 00 /// / / / /X1+00 / / A2+00 / 1)+00 / 14+p0 1 15+ \ 16+00 17+00 / 8+00 1 12 0% / 19+00/ / / 20+00 \ 1 <br />- - / - P�c�C I — <br />/ F —� •- T i F VIEW CO - --F - / 1- + - If—/ <br />5 .0 , 11.0 / / <br />/ // v204.39 <br />/ // --- --- - ------ ----------- -- - - r <br />- - - - �� - ` _- �� _ _•� �- -•'► / 25.0' / - / / - / / �--► - �` /, <br />�/---�_-_ _I -� --- ------------- ------ I _ _ 1 -f J -t / ---7- -7 <br />CONSTRUCT, DRAINAGE DITCH RIGHT OF WAY <br />25.0' / \ ON SIDE OF, ROAD ` / ��� a' / <br />TEMPORARY ROAM � \ v v � v � ---11/ / I / � /' / / / � /10 �1 <br />RETENTION BASIN V �v A �` v X1'4'- - - _/� /1�6 � Bg <br />25'x50' \ - _ / I / / / / / / / - -�- 165' <br />--- <br />INSTALL TEMPORARY FENCE \ \` TEMPO"Y ROAD > \' _ '' TEMPORARY ROAD J // /� /' / /TEMPORARY ROAD RETENTION BASIN-- j - <br />1112.0 OUND PERIMETER OF o I �6�. �� �� I 1 ✓' "' "' / / / 25'x - - - -- iEMPPORARY-RD0� - — <br />% �€T \ �. RETENTI BASIN \ \ RETENTION BASIN , 1 r / / 03'- — <br />I t V A v �h / INS�fALL TEMPO FENCE N0 _ - -I- - -RETE <br />POND_162'— <br />` ' <br />'1i, / / / PERIMET✓rtR 9E PONj -1F PDN PTF <br />I I POND V I 25 x50 v 25 x50 / - I _ <br />Y' __-,_-- w, / / / IS !►BO 18 INCHE - - - - T MP�ORARY- ENC I - <br />V/ ' it: , / / / �S - - TALC E 160'- <br />-AROUND --P -TER IIF - 0 <br />�, I 6• \ \ / / / / ! / / i 15 <br />PON9 1€'POD4D-DEPTH JS_ -1 <br />-ABOYC1,8 -fNCHES- - — -t <br />i'+0."1f6,`fT13''6f�V <br />N0. 62009 <br />EXP, 9/30/2007 <br />41 <br />00 <br />O W <br />I W <br />C) J <br />O U <br />I <br />n- N <br />Z <br />LLJ <br />>— <br />LLI <br />0 Q <br />Q N <br />W <br />Z Li <br />J <br />0 00 <br />r <br />4*§ <br />U) <br />N <br />N S <br />N <br />W U <br />U <br />a, m <br />`tu <br />V J <br />3 <br />z o <br />t9 <br />11U O <br />— C9 <br />Z� <br />W 22N <br />Design <br />DMA <br />Check <br />AMC <br />Z <br />J <br />Date <br />12/12/05 <br />Scale <br />1 " = 40' <br />Original Drawing Scale <br />10 %" i <br />L11I-Ll� <br />Sheet Number <br />2 Of 7 <br />Project File No. <br />05-050 <br />