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m <br />LD <br />r? <br />cr <br />0 <br />r- <br />w <br />O <br />U <br />z <br />z <br />w <br />w <br />w <br />x <br />a <br />w <br />g <br />0 <br />0 <br />U <br />z <br />Z <br />0 <br />U <br />N <br />CL <br />SEE SHEET GIRT <br />MATCHLINE <br />CORRECTED 1 Li N EFFECTIVE <br />I I) // r by 1 FLOODPLAIN <br />p� ENTRY LA(/ XISTING GAS <br />WSE4� I I LINE TO REMAIN \ /- <br />`� r �AP/PROXIMATE �N I II ACCESS ROAD <br />LOCATION 'OF \ l�, I OR GAS WELL <br />I SLURRY W ` ✓ LIMITS OF GRADING <br />•�� �QW =482 ° TIE INTO EX. GROUND'. <br />!CAUTION! EL. 4810 - <br />i <br />EXISTING EXISTING 132 <br />LINE TO REM IN <br />GAS WELL <br />TO REMAIN <br />I� I -- <br />` � � SUNSET LA%o" RCP u <br />C LVERT <br />'�— WSE -4819 -, NNECl1ON <br />C I �, I ($1`E PLAX BELOW) <br />SEE S40T`101� / <br />ff <br />CAUTIO� <br />I( I� �LURRY WAL\ <br />WEIR WALL EXISTING GAS <br />q I SLURRY WALL CROSSING ,,, <br />I I I ��Y OTHERS) �� �Mw. I�� TOP 8" GAS= �p' P WA� <br />_ HIG� WATER j �� LIMITS OF GRADING I 4814.51 V LPW� <br />ELEV TION I TI INTO EX. GROUND � /1 / <br />48 EXISTING EXISTING G S �� EL 4810 L <br />PRODUCTIO E ISTING AS- <br />llI FACILITY TO E % J LIMITS OF GRADING <br />I I \ TO REK4 <br />/ TIE INTO EX GROUND AV <br />/ RETOCATED <br />II I I SUNSET LAKE a <br />WSE -4819 Ir / I �.�o– / <br />- I <br />1 I SLU RY WALL - RRY WAL / <br />I q�, <br />LAKE eUGE <br />Q <br />I LIMITS OF GR \ -� N <br />G <br />f ADIN� XISTI <br />S I 1 O I TIE INT EX. GROUND TO BE RELOCATED r I' A R -XIMAI -C- i� <br />I <br />J EL 481 s" r m, LOCATION EF / G� <br />� J IN CUT AREA <br />I I a W I / LAKE EDGE -A = 1 �� WALE <br />F-- � SLURRY WALL <br />MIND <br />LL <br />soma <br />LLJ <br />PROPERTY <br />1 _ _ <br />f <br />BOUNDARY <br />1 �! <br />1 „� X SF , r . I% <br />x -�... O � CAUTION— <br />EXISTING GAS/ <br />SLURRRY WALL CROSSING <br />_ \ \ <br />\ / - O\� -\" / ,.-- .- ----- ',I 4822.7tGAS= <br />cc: <br />(v <br />ACE 28 <br />� e�\ <br />I. <br />EY MAP <br />N.T.S. <br />LEGEND OF EROSION <br />CONTROL PRACIICES <br />0P <br />i <br />I PS �1P5 }•—� <br />I V <br />I <br />160.0'— <br />OUTLET PROTECTION <br />MAP LEGEND <br />HIGH POINT <br />PERMANENT SFCDMC <br />SR �— <br />48270 <br />SURFACE RUUGHENING <br />X LP. <br />TM TM <br />TS ��� <br />/7 <br />- -4850- <br />- EXISTING 5' CONTOUR <br />7EMPOkAkY <br />TEMPORARY SEFUIN� <br />EXISTING MAILBOX <br />MU I MU <br />DD - >) <br />EXISTING 1' CONTOUR <br />MULCHING - <br />TEMPCIRARV� <br />—4850— <br />NSIHUCTIUN EEN CE <br />rcO <br />—I <br />X— <br />E FENCE <br />-- <br />VTC I � <br />LGoNma <br />TSD L <br />SB <br />ST L=FDIMCNT <br />YFIiICLE TRACKING <br />IEMPOkAkY <br />SLOPE DRAIN <br />SEDIMENT BASIN <br />TRAP <br />4824.0 <br />I <br />7.09 <br />N 1308166.0A13 <br />E 3148593.4'574 <br />I V <br />w <br />/v <br />216 LF- CONCRETE- <br />CUJ -OFF WALL <br />h <br />�2 <br />N 1J08322 479 <br />F 314852 .0619 <br />7/ <br />66/913 / C <br />9 4574 <br />C <br />/ C <br />ACCESS <br />ROAD fET <br />. X. WATERLINE lY <br />I <br />r <br />60" RCP <br />INV =4809 <br />N 1308246.47 <br />E 3148706.78 <br />—�— <br />TYPE 'M' <br />DRIED R -RAP <br />S ILLWAY <br />-1013 o so 100 zoo <br />SCALE: 1" = 100' <br />ORIGINAL GRAPHIC SCALE <br />ft 1p � <br />HIG"ATER - <br />\ ELEVATION <br />CALL UTILITY NOTIFICATION <br />Acu CENTER OF COL <br />_ 15� i ° oo <br />O °I 2LS ��%ORADO <br />°1 9 U <br />S P I L L WA Y 1 CALL 2 BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG, GRADE OR EXCAVATE <br />FOR THE MARKING OF UNDERGROUND <br />SCALE: 1"=50* MEMBER unuTlEs. <br />4' 24' 160' 24' 4' <br />3'� - EL 4824.0 <br />21 WEIR SEC 110 IF EL: 4826.0 <br />f <br />Z 3.0' . <br />CONCRETE <br />CUT -OFF WALL <br />CONCRETE CUT —OFF WALL FOR <br />EMERGENCY OVERFLOW WEIR <br />N.T.S. <br />BENCHMARK: <br />BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE <br />STAMPED "P 329 1951" AT NORTHEAST CORNER <br />OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 <br />FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND <br />3 FEET EAST OF POWER POLE. <br />ELEVATION = 4953.57 NAVD88. <br />E -WATER 5 CONTOUR <br />UNDER -WATER 1' CONTOUR <br />FLOW ARROW' <br />SLURRY WALL <br />PROPOSED STORM SEWER W/ FF'- <br />- - -- -- — X- SECTION LINE <br />4827 <br />160.0'— <br />MAP LEGEND <br />HIGH POINT <br />WATER SURFACE <br />48270 <br />X LP. <br />i <br />/7 <br />- -4850- <br />- EXISTING 5' CONTOUR <br />h <br />EXISTING MAILBOX <br />EXISTING 1' CONTOUR <br />iY� <br />—4850— <br />PROPOSED 5' CONTOUR <br />APPROVED C <br />-- <br />PROPOSED I' CONTOUR <br />CC ` <br />4824.0 <br />FQUIVAI EN I C <br />CLOMR FLOODPLAIN <br />—4850— <br />UND R <br />I <br />7.09 <br />N 1308166.0A13 <br />E 3148593.4'574 <br />I V <br />w <br />/v <br />216 LF- CONCRETE- <br />CUJ -OFF WALL <br />h <br />�2 <br />N 1J08322 479 <br />F 314852 .0619 <br />7/ <br />66/913 / C <br />9 4574 <br />C <br />/ C <br />ACCESS <br />ROAD fET <br />. X. WATERLINE lY <br />I <br />r <br />60" RCP <br />INV =4809 <br />N 1308246.47 <br />E 3148706.78 <br />—�— <br />TYPE 'M' <br />DRIED R -RAP <br />S ILLWAY <br />-1013 o so 100 zoo <br />SCALE: 1" = 100' <br />ORIGINAL GRAPHIC SCALE <br />ft 1p � <br />HIG"ATER - <br />\ ELEVATION <br />CALL UTILITY NOTIFICATION <br />Acu CENTER OF COL <br />_ 15� i ° oo <br />O °I 2LS ��%ORADO <br />°1 9 U <br />S P I L L WA Y 1 CALL 2 BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG, GRADE OR EXCAVATE <br />FOR THE MARKING OF UNDERGROUND <br />SCALE: 1"=50* MEMBER unuTlEs. <br />4' 24' 160' 24' 4' <br />3'� - EL 4824.0 <br />21 WEIR SEC 110 IF EL: 4826.0 <br />f <br />Z 3.0' . <br />CONCRETE <br />CUT -OFF WALL <br />CONCRETE CUT —OFF WALL FOR <br />EMERGENCY OVERFLOW WEIR <br />N.T.S. <br />BENCHMARK: <br />BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE <br />STAMPED "P 329 1951" AT NORTHEAST CORNER <br />OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 <br />FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND <br />3 FEET EAST OF POWER POLE. <br />ELEVATION = 4953.57 NAVD88. <br />E -WATER 5 CONTOUR <br />UNDER -WATER 1' CONTOUR <br />FLOW ARROW' <br />SLURRY WALL <br />PROPOSED STORM SEWER W/ FF'- <br />- - -- -- — X- SECTION LINE <br />4827 <br />160.0'— <br />X H.P. <br />HIGH POINT <br />WATER SURFACE <br />48270 <br />X LP. <br />LOW POINT <br />/7 <br />O 4 B <br />BURIED TYPE I <br />h <br />EXISTING MAILBOX <br />Q10U =1573 CFS <br />iY� <br />CuT /FILL LwE <br />APPROVED C <br />CORREC IED EFFECTIVE FLOODPLAIN <br />CC ` <br />4824.0 <br />FQUIVAI EN I C <br />CLOMR FLOODPLAIN <br />EXISTING GAS W /VAI VE, METER & FLA,:, <br />`� E <br />BURIED 1.kV THICK LAYER <br />EXISTING FEMA FLOODPLAIN <br />TYPE M RIP -RAP <br />VERIFY DEPTH A <br />- r <br />r1C�.,i'; <br />APPROVED EQUIVALENT WITH <br />—0 <br />EXISTING OVERHEAD UTILITY POLE <br />TIL & <br />12" TYPE II GRANULAR BEDDING <br />SECTION B-13 <br />- -- - .; \:J <br />EXISTING SANITARY & MANHOLE <br />D_D P <br />N. T. S. <br />I <br />WSE W <br />EXISTING WATER LINE <br />ION, <br />NTS . <br />EXISTING ELECTRIC & BOX <br />I%2� W <br />WETLANDS AREA <br />. <br />- - -- -- <br />EXISTING FENCE <br />CONCRETE <br />Confidental?: <br />_ <br />CUTOFF WALL <br />Class , -- - T <br />_ <br />EXISTING STORM SEWER <br />--24' <br />4 <br />1 � r, <br />25' 2 <br />24'-- <br />EL- 24.0 <br />EXISTING TELEPHONE. BOX & <br />& MARP 1, <br />- O <br />O 4 B <br />BURIED TYPE I <br />h <br />EXISTING MAILBOX <br />—II ' <br />'M' RIPRAP OR <br />APPROVED C <br />CORREC IED EFFECTIVE FLOODPLAIN <br />CC ` <br />FQUIVAI EN I C <br />CLOMR FLOODPLAIN <br />`� E <br />EXISTING FEMA FLOODPLAIN <br />EX. WATER V <br />VERIFY DEPTH A <br />- r <br />r1C�.,i'; <br />PRIOR TO C <br />CONSTRUCTION <br />SECTION D <br />D_D P <br />I <br />WSE W <br />WATER SURFACE ELEVATION I <br />ION, <br />NTS . <br />I%2� W <br />WETLANDS AREA <br />. <br />Permit # <br />Confidental?: <br />Class , -- - T <br />Type -Seq.: <br />— <br />From: _ T <br />To:_ <br />Doc. Name: <br />Doc. Date (if no date stamp):_ - <br />- 7 <br />717 <br />aZ <br />mZ <br />o s( <br />� J <br />Z 0 <br />a <br />OV <br />U) <br />-, 6. <br />O v o 0 0 <br />o Id <br />0 m��t3 mom Z< F <br />W ��N • S <br />jY JMr-Fig ❑ ❑ ❑ ❑ <br />8 ? � !2w <br />N <br />oz <br />(y a o <br />'d <br />os <br />Y <br />x U O <br />Q <br />J <br />T <br />Y m CO <br />CD DO <br />�o Z <br />rz rz O <br />� L <br />U <br />3 \ <br />r _O <br />� N <br />w <br />Z_ <br />C <br />W F <br />m <br />cI Q <br />c <br />Llw ° <br />w N <br />"z N � <br />DUI <br />^, o <br />W <br />m� <br />7 T <br />E_ 0 <br />o N O <br />03 3 N 0 <br />Lu <br />J :O o U <br />d7 -1300 N t` Z <br />O 9r Q <br />(D 03'13 OO) J <br />C C 2'OJ <br />a.LO OJ <br />O LU 00) 03 <br />m�Q <br />0 00 0(-) L con Noo w o� <br />(� 03Z"3 <br />``w O <br />U 0MUX <br />0, 4 <br />r- J 0- LL <br />r- .. <br />Z <br />LL <br />Ld <br />Y> Z O <br />QO Q <br />J a O <br />Z:2 O IU <br />Q — LLJ <br />Of LLJ y Z <br />>Y Q O <br />J <br />Y O <br />V I th th <br />Project: Title: <br />Scale: V =100' <br />Date: JANUARY 2006 <br />Job No. 3075 <br />File No. GR -1 GR -6 <br />Sheet GR4 of GR6 <br />RAIN LAKES - JANUARY. 2005^ -JN: 3075 <br />RAIN LAKES - JANUARY. 2005^ -JN: 3075 <br />