Laserfiche WebLink
a <br />0 <br />a <br />N <br />0 <br />N <br />s <br />O <br />m <br />3 <br />z <br />a <br />z <br />0 <br />N <br />O <br />K <br />w <br />m <br />c� <br />z <br />s <br />to <br />I7 it IMr VY <br />At <br />DAYALVulAl <br />°- I � -� � ' i - t-'''" - mss- --+��- - d►` <br />\> <br />I _ <br />1 \ � -. f✓ / / - ''Sys\ _ \ \ <br />ti- — nDftr. � .flLN <br />/ GAS WEL �f <br />I c f- / I 1 TE <br />LLJ <br />r <br />'0 <br />1 I I - <br />LLJ <br />I <br />/ <br />f // r 0 -YEAR <br />/ A FLOOQPLAIN / <br />LO <br />7 <br />7 <br />XISTING S <br />LL-1 i / - - LI N 0 <br />TED <br />_J) / <br />CAUTION <br />TI <br />SLURRY WALLCRO'SSING Y) <br />%i: % ? TOP 6i <br />D �" ' GAS = <br />7 / <br />4.827 5 <br />LORRY WALL <br />SEE SHEET GR4 <br />Pk <br />/ 1 <br />NOTES: <br />1. SEE SHEET SP1 FOR TEMPORARY <br />SEDIMENT POND GRADING DETAILS. <br />2. LOCATION OF SLURRY WALL TO BE <br />FINALIZED PRIOR TO CONSTRUCTION. <br />BENCHMARK: <br />BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE <br />STAMPED "P 329 1951" AT NORTHEASI 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 />W \� / / 4 . / _— 4W <br />N <br />rig <br />-100 0 50 100 200 <br />SCALE: 1" = 100' <br />ORIGINAL GRAPHIC SCALE <br />CALL UTILITY NOTIFICATION <br />CENTER OF COLOORRADO�j �/ <br />° 9 V-0��° 11 (-0) U <br />CALL 2 BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG, GRADE OR EXCAVATE <br />FOR THE MARKING OF UNDERGROUND <br />MEMBER UTIUTIES, <br />z� <br />c� <br />=W <br />U � <br />H <br />Q W <br />FM <br />w <br />Z Ir <br />w <br />J= <br />HN <br />aW <br />M(A <br />LEGEND OF EROSION <br />CONTROL PRACTICES <br />OP <br />PS PS <br />SR— <br />TM <br />TS <br />MD yD I <br />DD » � <br />GF <br />VTG ® <br />SB <br />EXISTING T' <br />OUTLET PROTECTION <br />4850— PROPOSED <br />5' CONTOUR <br />_ PROPOSED <br />1' CONTOUR <br />PERMANENT SEEDING <br />SURFA=ROUGHENING <br />pU <br />MULCH RAIN Y <br />=rEMPORIRI <br />MULCHING <br />EMPOR ARY <br />DIVERSION DIKL <br />CONSTRUCTION FENCE <br />=FENCE <br />=TRACKING <br />[TE R A MPORY OPE DRAIN <br />FSEDIENI BASIN <br />SEDIMENT TRAP <br />0 <br />�m� <br />MAP LEGEND <br />-4a50- - EXISTING 5' <br />CON 1010F <br />EXISTING T' <br />CONTOUR <br />4850— PROPOSED <br />5' CONTOUR <br />_ PROPOSED <br />1' CONTOUR <br />—4850 UNDER- WATER 5' CONTOUR <br />UNDER -WATER 1' CONTOUR <br />xHF <br />X L P <br />– _ P <br />- -5 —QQ <br />wM- <br />E - 1U <br />x - <br />FLOW ARROW <br />SLURRY WALL <br />PROPOSED STORM SEWER W/ FES <br />X- SECTION LINE <br />HIGH POIN <br />LOW POINT <br />CUT /FILL LINE <br />EXISTING GAS W /VALVE, METER & FLAG <br />EXISTING OVERHEAD UTILITY & POLE <br />EXISTING SANITARY & MANHOLE <br />EXISTING WATER LINE <br />EXISTING LLLCTRIC & BOX <br />EXISTING FENCE <br />EXISTING STORM SEWER <br />EXISTING TELEPHONE, BOX & MARKER <br />EXISTING MAILBOX <br />CORRECTED EFFECTIVE FLOODPLAIN <br />CLOMR FLOODPLAIN <br />EXISTING FEMA FLOODPI.AIN <br />ACCESS ROAD <br />WATER SURFACE ELEVATION <br />t J <br />WETLANDS AREA 1�IN <br />Permit # _ Confidental?: <br />Class: Type- Seq...' <br />From _ To: 04 <br />Doc. Name: _ <br />Doc. Date (if no date stamp): <br />Specialist: <br />:, D, CpPry <br />U <br />Z <br />TO <br />InnZ< <br />Ob <br />z J <br />Z g <br />�< <br />Q <br />L U <br />p o <br />PIP Wir, <br />w <br />t+ <br />VU IjE#2 <br />�i ff89 <br />m< <br />o <br />pU <br />N 0. <br />1 <br />C <br />0 <br />�m� <br />U <br />0 <br />p <br />4«_; <br />amp <br />� <br />�RFwwa <br />- <br />❑ ❑ ❑❑ <br />>J <br />_« M�� <br />p o <br />oU <br />QO <br />J w <br />m< <br />o <br />pU <br />z <br />r U O <br />Q <br />T � <br />Y m m <br />F— s1 <br />M <br />o Z v <br />� Y cYi <br />U <br />Q <br />O U <br />3 Z <br />r O <br />Cl) <br />N / <br />L1J <br />N F D] <br />n <br />0 a <br />5T <br />W C <br />L J .0 <br />N <br />O (n 09) <br />Z <br />OUI 'L' <br />n, o <br />LL/ 0 <br />Q Ln <br />�N O <br />00 <br />� <br />c � NN CD w <br />'C) <br />oa -0 00 N� z <br />c` ? O — Q <br />a:m ( � Oa)J <br />C C 0) 0 <br />La C CM0) LL <br />0- �U0 <br />L p Ov0U <br />i o o Iii m <br />cofn C/5 3 Z''' <br />11.1 ) 0 <br />U- cD ro LL <br />LL J a- LL <br />r "'IN <br />1#� J000 <br />11 � <br />ti. ' . f <br />V / L <br />Y > <br />J <br />Z � IL <br />LLJ <br />Q <br />> Y <br />. Q <br />J <br />V) <br />I <br />Project: I Title: <br />Scale: 1' =100' <br />Z <br />J <br />0 J <br />Z0 <br />Q <br />W <br />C� 0 <br />LLJ <br />Q 0 <br />J N <br />0N <br />w <br />W <br />Dote: JANUARY 2006 <br />Job No. 3075 <br />File No, GR -1 GR -6 <br />Sheet GR1 of GR6 <br />A,N LAKLS,-JANUARY, 2U0S JN .A <br />OUI 'L' <br />n, o <br />LL/ 0 <br />Q Ln <br />�N O <br />00 <br />� <br />c � NN CD w <br />'C) <br />oa -0 00 N� z <br />c` ? O — Q <br />a:m ( � Oa)J <br />C C 0) 0 <br />La C CM0) LL <br />0- �U0 <br />L p Ov0U <br />i o o Iii m <br />cofn C/5 3 Z''' <br />11.1 ) 0 <br />U- cD ro LL <br />LL J a- LL <br />r "'IN <br />1#� J000 <br />11 � <br />ti. ' . f <br />V / L <br />Y > <br />J <br />Z � IL <br />LLJ <br />Q <br />> Y <br />. Q <br />J <br />V) <br />I <br />Project: I Title: <br />Scale: 1' =100' <br />Z <br />J <br />0 J <br />Z0 <br />Q <br />W <br />C� 0 <br />LLJ <br />Q 0 <br />J N <br />0N <br />w <br />W <br />Dote: JANUARY 2006 <br />Job No. 3075 <br />File No, GR -1 GR -6 <br />Sheet GR1 of GR6 <br />A,N LAKLS,-JANUARY, 2U0S JN .A <br />r "'IN <br />1#� J000 <br />11 � <br />ti. ' . f <br />V / L <br />Y > <br />J <br />Z � IL <br />LLJ <br />Q <br />> Y <br />. Q <br />J <br />V) <br />I <br />Project: I Title: <br />Scale: 1' =100' <br />Z <br />J <br />0 J <br />Z0 <br />Q <br />W <br />C� 0 <br />LLJ <br />Q 0 <br />J N <br />0N <br />w <br />W <br />Dote: JANUARY 2006 <br />Job No. 3075 <br />File No, GR -1 GR -6 <br />Sheet GR1 of GR6 <br />A,N LAKLS,-JANUARY, 2U0S JN .A <br />