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HomeMy WebLinkAbout2.0 US Army Corps Study WESTCOLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD a MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 7 i ���s� Jhl1 �.YV•. \`1a fl • G ,o 47; N 39 E 1,366,000 5362.5 e' El 367 000 a 1. j•.� I r5360 53 37 4 X `JJ 00 X 5329.2 00 a X 5335.0 552 E1,368,000 E 1,369,000 nnig � l n X N !T:1 \ f MATCH SHE T E4 33700,000 E 1,371,000 C,2„. R 0. 221 6383.E 53815.2 `,CONCRETE PLANT .53825` ,J',39]S'I. xi 7.. 442 j�- 442 N 630,116 53771 E 1,370,280 x / r-3T'O /i- ,y X5376.5 i d 1 r` X 537_ i 5381.E 5 „• - 5380.3 °°V x537e.5 1� �/.:- _ 5379J X / —k5376.6 0 X5377.0 x 5343.0 -_1 .,T 5341.5X L • I l'• 4M u 1- W tsJ VN X5343.5 4482724E •� 1,370,66E f` 4 / 0 5343.01 \ 0' 47. 2 OASIS OF HORIZONTAL CONTROL• THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ;ONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING 8.15C 6 GS ANORIR USGS) TRIANGULATION STATIONS WERE USED, NAME CATHERINE ORDER COORDINATES 2n0 X • 1,516,506.42 Y= 581,255.78 GNAT 3r0 X•1,231,566.60 Y • 523,643.10 BASIS OF VERTICAL CONTROL, USC 6 GS SEA LEVEL OATUM BASED ON THE FOLLOWING BENCHMARKS ; MIME 0.156 4870.74 PS d X 4<,TT _7, • ORDER 2n0 2nd ELEVATION 6192.284 4869860 LEGEND HORIZ. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE eRUsn or SCRUB FOUNDATION or RUINS SECTION LINE FOUND SECTION CORNER UNFOUND SECTION CORNER — APPROX. SECTION LINE COMPILATION 6Y PNOTOGRAMMETRIC METH009 FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,E 17, 19152 THIS MAP COMPLIE5 WITH NATIONAL MAP ACCURACY STANDARDS PREPARED By, ANALYTICAL SURVETB, INC. 4167 SINTON R0A0 COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRANENTO DI'RIICT, CORPS Of ENCIN CVS 650 CAPITOL MALL SACRAMENTO CAUFORMA 95/1144794 PREPARED PDR GARFIELD 0 MESA COUNTIES. COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO C-39 DECEMBER, 1982 JUL 1937 E 1,366,000 x 5322.9 E 1,367,000 5l2247( ^•-n PHA �- -- II.P; 1I 1',-,.,` 5321.6 438 N 626,590 E 1,366,2E14 438 N 625,824 E 1,366,344 438 N 824,812 E 1,366,731 '33263' 4z t watir x EN... 53202 Zone AE 5325.5 5405 6 "a '-5405.8?0 439 N 626,645 E 1,367,054 439 N 625,318 E 1,368,'95 E 1,368,000 MATCH SHEET _ C- 39 E 1,369,000 MATCH EDGE RIFLE,CO. KUCERA 5/80 x 5329.5 440 N 625,669 E 1,369,149 TAB 53 0.5x 5461.8 E 1,370,000 X53310 533LOx 14 13 ItS3347 71S337.0 536 • J `.. �S3a 537 5360 _ O 441 N 626,976 E 1,369,223 441 N 625,982 E. i,369,2 99 5350 5488.9 x 14 23124 5333.5x 43333.1 x 5331. E 1,371,000 5336.5A 'if•' x i • x '' )53 A 1 5330.8 • • x5335.1 t•••- • -f.�.. . 2- .1111i:E-?Ll X5478.5 442 26,9 E 1,371,061 442 N 628,499 ! 1,371,033 C-40 0 z BASIS OF HORIZONTAL CONTROL, THE COLORADO STATE PLANE COORDINATE SYSTEM CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. TILE FOLLOWING (USG 6 AS AN0A7R U5061 TRIANGULATION STATIONS WERE USED. NAME OROCR =RELATES CATi4CRINE end x:1,S16,606A'.' Y• 581,255.7R GNAT 3+0 x+ 1,231,566.60 T Y 523,643.10 BASIS OF VERTICAL CONTROL! USC 6 0S SEA LEVEL DATUM BASCO ON THE FOLLOWING BENCHMARKS. NAME 0R0ER 0.156 2nd 4870.74PS 2nd 0 4tl.7x ELEVATION 6192.284 48691860 LEGEND HOR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE ()RUSH or SCRUB I F(x1NDATION 01 RUMS SECTION LINE ▪ FOUND SECTION CORNET+ _ _ UNFOUND SECTION CORNS R — — APPROR. SECTION LINE COMPILATION BY PHOTOGRAUMETRIC METHODS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY' ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 CONTOUR INTERVAL — 2 FEET 406 COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO V?TRICT, CORPS Of ENGINEERS 650 CIPITO. MATE SACRAMENTO. CAUIETRNIA 95614.1794 PREPARED FOR GARFIELD 6 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 JUL 19117 E 1.361,000 F 1,362000 E 1 .9b3p00 E 1,364,000 E 1,365,000 6 IS 435 N 626,931 E 1,362,417 43 x 5312.6 7 x, 4'N A S. •,1.. • 1- • •Y A.6 dsv s3)44.5' MATCH N i P1, • SHEET C-42 4S. N 626.C4S L 1,363,942 • 43 X 3313.13 5315.3 x alifS WOrer Elev. 5307.9 MATCH EDGE RI FL E, CO KUCERA 5/90 RIFLE 439 N 529,036 E 1,364,929 SE Rv10E PARK WO 7e/ E 1 •v. 5307.9 4 0' CoNOn.401 SP1 insA y 33241X 1 �Y N 1 !I z BASIS OF HORIZONTAL CONTROL • THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL IONE, LAMBERT CONFORMAL COMIC PROJECTION. THE FOLLOWING (USC 6 GS AND/OR USOS) TRIANGULATION STAT10N5 WERE USED' NAME ORD(R COORDINATES CATHERINE 2M X • 1,516,506 42 •x 5R1,253.78 GNAT 310 x • 1,231,566.60 Y: 523,643.10 OASIS OF VERTICAL CONTROL USC 6 GS SEA LEVEL DATUM NAM ON THE FOLLOWING BENCHMARKS' NAME D•156 487074 PS 0 x OROER 2nd 2K0 ELEVATION 6192 284 4R69660 LEGEND HOR12 CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SLCh011 POI( FENCE TREE BRUSH a SCRUB FOUNOAT ION 01 RUINS SECTION LINE -}- FOUND SECTION CORNER -�- UNFOUND SECTION CORNER - - APPROX. SECTION LINE COMPILATION BY PHOTOGRAMMEERIC METHODS 1R01A 6" C.F L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1902 THIS MAP COMPLIES RITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY. ANALYTICAL SURVEYS, INC 4167 SKITON ROAD COLORADO SPRINGS, CO. 60907 303-543-0093 SCALE IN FEEL 200 0 0 200 ACT, CONTOUR INTERVAL - 2 COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACAAM ENTD DMRICT. COPSS 0E ENWNEF 3 160 CAPITOL WILL SACIIMIEKTO. 6ILUORNM 93W 14791 PREPARED FOR OARFIELO a MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION 60AR0 DENVF R, COLORADO DECEMBER, 19R7 JUL 1 1917 MATCH SHEET C-41 E 1,3134,000 E 1,3E15,000 X 5304.2 W N 4 2 E 1,361,000 433 N 625,255 E 1,360,FA6 433 N 625,063 E 080.931 433 N 623,491 E 1,360,924 15330 E 1,362,000 E 1,363,000 y 5319.0 4 RI. - 434 N 626, 111 F 1,361,736 434 N 675,636 E 1,382,1)36 434 N 625,141 E 1,362 100 434 N 623,569 E 1,362,005 435 337431 533 x5334.7 1 tl 435 N 825,879 E 1,362.919 435 1 625,148 2t1S33 E 1,362,212 435 M 024,901 E 1,362,420 435 N 624,225 E 1,362,285 MATCH EDGE RIFLE,CO KUCERA 5/80 15114 22/23 1 436 N 6E6,113 E 1,363,799 436 N 625,227 E 1,364,028 436 N 625,002 E 1,3641352 436 N 623,984 E 1,364,441 6 �I N I 91 3 r x5318,5' ikatr- tAl21q,)t 437 N 626,144 E 1,384,834 437 N 625,859 E 1,364,640 437 N 624,169 E 1,365,250 C-42 2 s 0 47 0 A S 0 7 2 _1- 1 BASIS OF HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IUSC B OS AND/OR USGS) TRIANGULATION STATIONS WERE USED, NAME CATHERINE ORDER COOR0NATES 2n4 x=I,516,508.42 Y= 581,255.78 GNAT 3r4 x • 1,231,56(1.80 Y: 523,643.10 DASIS OF VERTICAL CONTROL USC 8 GS SEA LEVEL DATUM BASED ON THE FOLLOWING 8ENCHMARNS• NAME D-I56 4870.74 PS 0 0 4x ORDER 2.4 246 ELEVATION 6192.2134 4869860 .EGEND NOR1Z. CONTROL VERTICAL CON1F01. BENCHMARK PHOTO CENTER GRID POINT • CROSS SECTION POLE • FENCE _!I 1 1 TREE DRUS14 o1 SCRUB F011NOATION 0r RUINS SECTION LINE —}- FOUND SECTION CORNER UNFOUND SECTION CORNER APPROK. SECTION LINE COMPILATION BY PHOTOORAMMETRIC METHODS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 8YI ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. 90907 303-593-0093 SCALE IN FEET 200 0 0 200 •1CO CONTOUR INTERVAL - : FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY 8M MMERTO OITTRK I, 0875 OF MINIM 890 CA11101 u*u SADIM4$T9, FALj(9F911.4 958144793 PREPARED FOR OARFIELD & MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO OECEMBER, 1982 JUL 1987 N 649,000 N 047,000 N 646,000 2 N 951.000 5683;0 404 N 651,019 E 1.362,539 404 M 651,004 E 1.362.044 N 650,000 403 N 850.597 E 1,382.605 12/3 5666.4 404 N 651,044 E ',361,443 404 N 650.987 • 0 2 N 650,541 E 1,362,629 —567.7-33 •C3 N 550.19d C 1.361.824 403 N 650.094 402 E 1,361,049 N 650,040 E 1,361,055 402 N 65C.I"P E 1,361,761 401 N 549,415 E 1,363,152 5841.0 .i 581 401 N 54!7457 E ,,36.,V6C N 049,000 ±0 848,809 E 1,362.945 —T-- 1 R 046 563 E 1,361,051 20j29 19.I30 19 30 13'24 24 25 399 N 648.769 E 1,363,088 623.5 % M A46.R94 C 050.47 398 N 649,720 E 1,363,006 5852 7 su M e46,176 C 061,0•2 397 N 648,164 E 1,382,840 39 t N 048,084 6 1,361,062 _ J j 5803.9,41 u 41 596 N 547,105 E 1,322,340 r+ ass y 017.714 I,381,05i M 5601,0 —444=a- z 5 N9645,373 E 1,362,246 5697.0 8 W 0 0 Li I EC 0 \TN •n; '` O W =uW ` a 4'9 _ • ... As,, - c -• 32 \w1yti •+ 5590.8 x 1 396 ejo N 646,55S E 1,360,989 64315 OF mORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE. LAM8ERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 OS AND/OR USGS) TRIANGULATION STATIONS *ERE USED. NAME ORDER COOROKaATES C.ATNERINE . 2n6 K ,1,516,508 42 Y, 581,255.78 GNAT 3111 T' 1,231,560 60 V• 523,643.10 3ASt5 Or VERTICAL CONTROL USC 8 OS SEA LEVEL DATUM BASED ON 514E FOLLOWING BENCHMARKS NAME 0.156 4570.74PS 4.n ORDER 2n4 2nd ELEVATION 6192.284 4969860 LEGEND HORI7 CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CPOSS SECTION o POLE - FENCE TREE BRUSH o, SCRUB F0UN0A110N o. RUINS SECTION LIME FOUND SECTION CORNER UNFOUND SECTION CORNER - APPROX. SECTION LINE COMPILATION 5V PHOT00RAMMETINC MET44003 FROM 6" C.F.L. vERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16.817, 1962 TN13 MAP COMPLIES was NATIONAL MAP ACCURACY s1ANo4ROs PREPARED 6Y1 ANALYTICAL SURVfT3, INC. 4167 31NTON ROAD COLORADO SPRINGS, CO 80907 303-593.0093 SCALE IN a rT 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET CDi [7RATM RTVER X110 1 Rinlu , ANIC S Floc D PLAIN STUDY GARFIELD 9 MESA COUNTIES, COLORADO IM COOPERAT/OM 41TM COLORADO WATER OLTNSERVATIOM BOARD OE MVER, COLORADO C-I DECIMETER, 16*2 N A56.000 N 655,000 N 653,000 N 652,000 w V W W V • 2 .S 623. 2 ��.� 412 N 655,400 E 1,362,969 4'3 .4 656.000 E 1,362,620 13. p j I , I • 376. • 413 N 655,959 E 1.360.906 E 1.360.674 411 N 654,566 E 1,363,087 N 654,000 17!20 lit 15 N1653.932 E 1,362.973 410 N 653.666 E 1,362,167 409 N 653,143 E 1,363.101 40B N 653,119 E 1,383,103 • 407 N 653,061 E 1,363,104 406 N 652,033 E 1,363,290 408 N 652.262 E 1,302,614 405 N 651,224 E 1,363,034 5710.6 \ 96BS.11I _ — 251 )II \1 ',\ , ••• f—N • II-•••••.•. ' .1. 1167e6, 1I •II E 1,360.561 I� 1 4'23 1 410 . ne E 1,362,013 410 N 654.045 E 1,360,539 409 N 652.677 1,361,340 G87-911 325 4n9 N 652,595 E 1,381,357 7 NO652,371 E 1,361,384 406 0 52,530 N 5 N652.299 E 1,361,354 E 1,361,241 1i.3 24 25 • E 1,364,000 tot 8.1 W W 2 4 i 0 R A W 8 BAgt9 OF NQRIZONTAI, CONTROL 7NE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECT ON. THE FOLLOWING IUSC 8 GS AP40, USG3) TRIANGULATION STATIONS TFERE USED NAME CAT1461NE ORDER 0X91 R4ATES 206 1 r 1,516,508.42 ♦r 561,255.78 GNAT are Xr 1,231,566.60 Y . 523,643.10 paws Or VERT1CAL CONTROL' USC 6 OS SEA LEVEL DATUM RASED ON THE FOLLOWING BENCNMAR115 NAME O -156 46 70 74 PS 3 0 x 4st1 ORDER 2.e 2.a ELEVATION 6192 284 4869860 LEGEND NOel7. CONTROL VERTICAL CONTROL 6ENCNMARN PNOTO CENTER GRID POINT CROSS SECTION POLE • — FENCE 71 i 1 TREE 6RU5N m SCRtli FOUNDATION .. RUINS SE:TION LINE ▪ FOUND SECTION CORNER __ — AR.Rnr Sr^T,ny L,N5 UNFOUND SECTION CORNER COMPILATION ET PNOTOGRAUUtTRIC ME7N005 PROM 6" C.F.L. VERTICAL AERIAL PNOTOIPIAPNY TAKEN NOV 15,16,6 IT RNI2 TN1S MAP COMPLIES *11TN NATIONAL MAP ACCURACY STANDARDS PREPARED SY" ICAI SURvEYB, INC. 4167 SPOON ROAO COLORER) 5RFAN03, CO 60907 303-593-0093 SCALE IN FEET 200 0 0 200 600 rnuTnun INT3RVA1 - 7 FrF' COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY nnrnknrn rn5 IN COOPERATION WITH COLORADO w1T3R CON56RVArmN ROAR(' DE NVER, COLORADO • C - 4 3 - 2 OECEMSER, 1982 N 658,000 N 857,000 RIFLE GAP RESERVOIR w. L. 5929.9 0 I A ^1 1000 0 0 AAA I RD.25i 597TtT N 651.000 0 �1 5863. 421 N 661,424 E 1.363.871 420 N 660.687 E 1.362,966 N 660,000 421 N 680,773 E 1,363,774 Do 60,330 1,363,922 N 860,049 E 1,362,765 59,743 E 1,363,521 418 N 659,-46 E 1,362,619 et? 'I6 t N 659,000 418 N 559,202 E 1,362,991 FLU 4t7 N 668,705 E 1,362.818 39 v Ill" • 4'� t6` 5,43, 1 � ont 4. t 7.+1. { { 4t 7 N 658,816 E 1,362,395 416 N 657,927 E 1.362,617 416 N 657,962 1 E 1,362,153 ....wz=t— 5 NI 657,274 E 1,362,548 415 N 657,303 E 1,362,135 414 N 656,612 E 4362,647 t/ 770 Y .�584 RIFLE ^,AP 414 N 656,538 E 1.36I,884 E 1.364.000 0 0 W oasts Or HORIZONTAL CONTROL , THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IUSC 8 G5 AN0. USGs) TRIANGULATION STATIONS WERE USED NAME aeaan CATHERINE 2.3 COORDINATES 1s1,516,50642 Y • 581,255.78 GNAT 3.d As 1,231,56660 r s 523,643.10 OASIS 0r VERTICAL CONTROL' USC 6 OS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS, NAME 0.156 4870.74 PS 0 0 x 4a1 _JI .__J ORDER 211d 2nd ELEVMTION 6192.284 4669660 LEGCND NOR12. CONTROL VERTICAL CONTROL BENCNMARR PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH o. SCRU9 r0UN0ATI0N P, RUINS SECt1ON IINE -{- FOUND SECTION CORNER UNFOUND SECTION CORNER — — APPR01/. SEC7ION LINE COMPILATION 8Y PNOTOGR AMMET RIC ME TN005 F RLIM 6 : FL v!P''CAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY, ANALYTICAL SURVEYS, INC. 4,67 SINTON ROAD c0LO9A00 SPRINGS, CO. 80907 303.593-0093 SCALE IN FEET • _M _.. ...._ :'rout_ - ' Ft!' a•r COLORADO RIVER AND TP.IBUTARTES FLOOD PLAIN STUDY PREPARED 1011 OARFIELD 6 MESA COUNTIES, COLORADO 10 000►ERATION WIYN 7O1ORA00 WATER CONSERVATION !WARD DENVER, COLORADO C-43-3 DECEM9ER, 1992 N 626,000 41110 N 626,004 E 1,346,386 382.• N 626,096 E 1,346,215 ° 5 382 N 625,267 E 1,346,233 MATCH EDGE RIFLE,CO. KUCERA, 5/80 t 6 1 5267 3h1,1 N 625,704 E 1,344,525 7 8 12 13 380 N 624,395 E 1,343,711 380 N 625,200 E 1,343,298 ,I• N625,000 MATCH SHEET C-47 o 5276.2 // x 382. // 5265.5 X N 624,000 529 N 623,000 fir! �.� .1 I!\\\\�P Ufa - • 5261.9x ) x %5263.7 i 6263.\ate�J . r [ '../1 /t5g64 T- (� I C iL .. 1el;is . 3257.8 / x 3261.7 I •, , �t 1.�`•t,`' ', 52576 X. .• dr 2734 .1.. 1 L • I )\. 1 ' • 526o-7 \\ 5262.8 5263.0, z256. », ' If i kS 8.2 ILI IX'4.4 'S259-5 5264.4I. // / 1) 1 52 TO 5261.5x if ( one. I YS263. ' o 5259.5x ////////•��� 1 o . h1 - t .i2 5259.5x r, YI 262.5x MS r52572 , I 2S8S 5261 X 570 go r ( 52607x o III/ ' I i 5255.0 11 . o 25Z0 o X // • 5259 7 267 9 i; = = 1 X5259.6 Y x I4° II 5263.8' i 5259.0t'I 5254.X_ 52595x " •' 31 �\ I�� D LL �l• I ° ,xS256.4 6 II'` -0i ._� I' ° Y 5262 2 5262 4 x X 5260.3 5 5235.8 x �o 5260.8 x /J ) 05259.2 X5261.8 5258.6x x5260.8 41 ! •---` ��, \'\55257.6 5` /Id \\ti®S252.2 1 "`», X5254.7 t. Th 523A2 .0254.3' 5256.8x - 5230.3 '.cam-' -' . , ._ . - 258.E -_ r `j X 5230.2 \\ . 7\V 1 PII• - 1` ` - - - . PII• , I LL:2p4J' 4N \I \,., 5250.9 \ 1\\ � 5255.7 1'PJ -__ s263.1 \� % , , p - '1 / x5234.7 \� :25 \\ ` ; � V 1 _moo PH.'`= \ 1.%52537 _i . (- 5261.3x 3251..1 - X52S2.2 5257. ' 65252.5X X52f2A L552pp 55.2 xal 5258.80 MLR 5252.3 +x\ X 1 \. MATCH SHEET C-48 N622,000 383 N 622,269 E 1,346,347 18 '19 13 24 0J.‘.00 'a 3R2 N 622,127 E 1,345,716 381 • z MATCH EDGE RIFLE,CO AUG ERA, 5/80 SR, N 622,404 E 1,t44,•°7 380 N 622,737 E 1,343,671 381 N 621,963 E ,,344,660 49,30 380 N 622,134 E 1,343,506 379 379 N 621,671 E 1,342,542 C-49 E 1, 346.0 00 O 0 0 4, E 1, 344.000 E i,343,000 BASIS OF HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 OS AND/OR USES) TRIANGULATION STATIONS WERE USED NAME ORDER COOROINATES CATNERINE 240 x.1,516,508.42 Y. 581,255.78 GNAT 3,0 X:1,231,56660 Y. 523,643. 10 1)A515 OF VERTICAL CONTROLuSC 6 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS• NAME ORDER ELEVATION D-156 240 6192.284 481074PS 240 4869060 LEGEND • HOR12. CONTROL O VERTICAL CONTROL X BENCHMARK 4:>7 PHOTO CENTER GRID POINT CROSS SECTION O POLE • FENCE TREE BRUSH or SCRUB _ T FOUNDATION or RUINS . - - .I SECTION LINE -1- FOUND SECTION CORNER _I UNFOUND SECTION CORNER - - APPROX. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6- C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,8,7, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 8Y, ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY OEPARTMENTOFTHEARMY SACRAMENTo OKTRICT, CORPS OF ENGINEERS 650 CAPITOL MALL SACSAMENTO, CALITORN4 956144794 PREPARED FOR OARFIELD I] MESA COUNTIES,COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 JUL 1961 MATCH SHEET C-50 N 625,000 SHEET C-49 N 624,000 MATCH N 623,000 N 622,000 N 621.000 .7 ,52879 1 v -47 379 N 624,339 E 1,341,302 37 5287 376 N 622,970 E 1,341,086 378 N 623,053 E 1,340,939 378 H 622,982 E I,T40,/43 V. a%9'� 1r4 Ter 5,254.4 , ate' . t 52,x,., \ 43.1. 5253.7 \° x5 \5256.2 r 22.2Y2 \ \\\\ \\ E 52546-.: •Y,-, 5253.0 •te+` " o x j9�• 5251.7 ate; ° 1x 251.0 15284.7 4' 22,2Sn b '., 375 N 622,084 E 1,339,255 6 5241.1 1 1 5252.3 5252.1. ' OAr` 4Ex ,1 5251,7 5255x.2 lb 5296 60 5257.7 1 x' j? 5296 2 5267;0 N7622,909 E 1,342,292 7 N7622,934 E 1,341,565 Boulder 376 �i Z 376 N 521,301 E 1,341,05i 376 11 622,846 E 1,340,5013 377 N 522,975 E 1,340,346 375 375 N 621,525 E 1,339,881 0 375 N 621,051 E I,339,878 374 N 620,663 E 1,338,932 en E 1.34 000 O w• E ',339,000 BASIS OF HORIZONTAL CONTROL, THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC & 0S AND/OR USGS) TRIANGULATION STATIONS WERE USED NAME ORDER COOR(yNATES CATHERINE 2 4 x=1,516,508.42 7' 581,255.78 GNAT 3.4 x:1,231,566.80 523,643 10 BASIS OF VERTICAL CONTROL USC B GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORDER rL EVATION 0-156 2nd 6192.264 41370.74PS 2nd 406%660 LEGEND n NORIZ. CONTROL 0 VERTICAL CONTROL X BENCHMARK 4;n PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH or SCRUB _ft 1 FOUNDATION or HuINS SECTION LINE —}— FOUND SECTION CORNER UNFOUND SECTION CORNER _1 — — APPRO7, SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.F L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,917, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 8Y. ANALYTICAL SURVEYS, INC. 4167 S1NTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT Of THE ARMY SACRAMENTD DISIRICT, CORPS OF ENGINEERS 650 C'NTOL MALL SACRAAQNTO, CALIFORNIA 958144794 PREPARED FOR GARPIELD 6 MESA COUNTIES. COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVCR,COLORADO DECEMBER, 1982 JUL 19S? MATCH SHEET C-51 C-50 E 1,334,000 E 1,335,000 E 1336,000 E 1,337,000 E I ,338,000 F 1114 0 3 2223 370 N 621,333 E 1,334,000 36.4 N 619,535 E 1,333,64 52 8.e e 5239.0 K0 45253.s 5x 370 371 N 621,720 E 1,334,898 N 619,897 j• E 1,334,546,4.P / j.- 5233.6 % tw h233.B s2A0 370 • 1 \ 1O ot w x Is G r 5232.9 x 52298 x 5238.3 x 52 32-4 x5239. x5239.4 . 81 279 y/ x 527oz xS2 .0 5 371 -- x5230.6 x5230 2 N7622,026 E 1,335,613 5270.3 i .• 372 N 620,668 E 1,338,286 372 N 620,364 E 1,336,247 242.8 372 N 620,164 E 1,336,615 • 0 • 0 373 N 621.22P L 1,117,614 0 i t �E RIVER OLORA00 zone 373 N 622,631 C 1,3313,R13 373 N 920,336 E I,3V.976 24322 . r 3 374 N 8220509 E 1,338,381 O 269.3 / x 5274.5 5269.0.:92 L,Y111261<8 "r I�) 23 24 26+25 1. '0 8 r z a 7 BASIS Of HORIZONTAL CONTROL' THE COLORA00 STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAM8ERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 GS AND/OR USOS) TRIANGULATION STATIONS WERE USED. NAME ORDER CATIERINE 2nd COOROIIIATES X.1,516,509.42 Y : 591,255.78 GNAT 3rd x.1,231,566.60 T. 623,663.10 gigs OF VERTICAL CONTROL. uSC 8 OS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS' NAME D•156 4670.74 P5 A 0 X �,Y22 ORDER 2nd 2nd ELEVATION 6192.284 4 P69 N60 LEGEND HORIZ. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION 0 POLE FENCE ,__1' , I TREE RRUSN o. SCRUR rolNDATIoN 0. RUINS SECTION LINE -�- FOUND SECTION CORNER -I- UNFOUND SECTION CORNER 1 --- APOPOV. SECTION L NE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV 15,16,817, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED Bn ANALYTICAL SUVEYS, INC. 4187 S1NT0N ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN MEET 200 0 0 200 CONTOUR INTERVAL - 2 FEET CY) COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRICT, CDMS OF ENCINEERS 850 CA7110. MAU. SACRAMENTO CALIFORNIA 958144794 PREPARED FOR GARFIELD Et MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 JUL 1987 MATCH SHEET C"52 C-5L E 1,336,000 5221.0 `--- • 369 n w N V 5225.1 2252 • 0 E 1.514000 i 3-i- j4- 1 _.1 Gcn4+ Ac ' N —'.:i281 : 8I f 5 C %wt. 5222.1 ; - - T o r 1�• I I I 1/ 1 �1 C I,33},000 MATCH SI4EFT 4. 51 E 1,336.000 IAA 5236.7 rV RiS.o .n ' 359 1 541b'.311 ,rr _ 23 C 1,337,000 369 N 619,181 E 1,333,4'10 389 N 61E1.838 E 1,333,626 370 M 619,05P E 1.334,663 371 N 619,463 E 1,335.942 321 N 616,019 E 1,331.827 372 N 019,192 E 1,332,022 N 1441 3 2324 For Coordin•I•• 356 10 368 3•• C-53 26�25 35 S6 z 0 0 Q ro 'o z 0 8 N N 616,000 OASIS OP - „1 TA C. NTROL• THE COLO4A00 STATE PLANE COORDINATE bx6TLM, CENTRAL ZONE, L4.MBERT OL1Nio.34Al CtAYM FtR{WECTi)N. THV FOLLOW NG (USG 6 0S ANORAT U40S) TRIAN6VLATION STATIONS WERE USED. NAME ORDER COORDINATES CATHERINE 2n4 2r1,516,508.42 Y. 581,255.70 GNAT 3,0 x.1,231,566.60 Y• 523,643.10 BASIS OF VERTICAL CONTROL USC 6 GS SEA LEVEL DATUM BASSO ON THE FOLLOWING BENCHMARKS• NAME ORDER ELEVATION D•156 2n0 6192.284 4870.74 PS 2n0 4869860 LEGEND Q NORHZ. CONTROL O VERTICAL CONTROL }( RENCNMARK '`P PHOTO CENTER GR10 POINT CROSS SECTION o POLE ▪ FENCE TREE 8RUSH or SCRUB 1 FOUNDATION or RUINS .• _ _ J SECTION LINE ▪ FOUND SECTION CORNER —1— UNFOUND SECTION CORNER 1 -- APPROx. SECTION LINE COMPILATION ay PHOTO6RAMMETRIC METHODS FROM 6" C.F L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 16,16.817, 1982 THIS MAP COMPLIES WITH NATIORAI MAP ACCURACY STANDARDS PREPARFO RY ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL- - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRICT, CORK OF ENOINEF•t 650 CAPITOL MAIL SACBAAKRIO, CALIFORNIA 958144794 PREPARED FOR OARFIELD & MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO MATCH SHEET C-53 C-52 DECEMBER, 1982 JUL I9A7 E 1,328,000 E 1, 329,000 E 1,330,000 E 1,331,000 E 1,332,000 E 1,333,000 0 353 N 619,030 E 1,329,301 353 N 617,70E1 E 1,329,93 354 N 619,643 E 1,330,381 354 N 61E1,318 E 1,330,983 MATCH SHEET C-55 360 N 620,15? E 1,331,579 368 N 618,930 E 1,332,299 368 N 618,643 E 1,332,766 368 N 618,283 E 1,333,190 5249.9 • 522 2.9 369 N 620,989 E 1,333,152 % 5226.3 1ST14 2 2+2 3 0 9'' +r 5230 2 z 0 0 'a z n I 1J Z N 620,000 0 40 N oA$I$ OF 11QRIZONTAI, CONTROL' THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IU5C B G5 AND/Oft U6G51 TRIANGULATION STATIONS WERE USED, NAME ORDER CATHFRINE ?M COORDINATES ' 1,516,508.4? Y= 581,2SS.?8 GNAT 310 1111,231,DBA60 Y• 523,643.10 A5I5 OF VERTICAL CONTROL' UGC a GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME 0.156 4870 74 PS ORDER 2n4 2n4 ELEVATION 6192 294 4869960 LEGEND Q HORIZ. CONTROL O VERTICAL CONTROL 7i BENCHMARII 1:ft PHOTO CENTER 0R10 POINT CROSS SECTION A POLE • FENCE TREE _ 1 , � I BRUSH/ or SCRUB FOUNDATION or RUINS SECTION LINE FOUND SECTION CORNER UNFOUND SECTION CORNER APPROY, SECTION LINE COMPILATION 8Y PHOTOGRAMMETRIC METHODS FROM 6- C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,517, 1982 THIS MAP COMPI. IFS WITH NATIONAL MAP ACCURACY STANDARDS PREPARE.° RY' ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SADGMENTO DISTRICT, LOPS DE ENGINEERS 630 CMITCt MAIL SACRAMENE4 CAUfamm 958144791 PREPARED FOR GARFIELD & MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1962 JUL '7 art E 1,328,000 E 1,324,000 • 54R0 4\O . 5ACP 21 27�5390 8 7 �5380 343 it, A 5218 NJ 5217.5 N' x 1 / 5221 •1 • x52155 lop / X 5213 5 x 5212 5 x5211 0 343 N 614,643 E 1,329,245 ZOoZ. AE 52138 x 5206.5 5205.2 E 1,330,000 ZOnGsl‘. X5217.4 5208.3 x x5Z 4' x 5210.9 5206.9 x_ 52170x x52162 X 5213 4 / l U O r e 41ev 5705.5 FO6f. X52023 o/ 5206.1540, OAT COI SHEET C-54 •- 216A x 5216.3 x / I ,Y 11/ �~ ZoRe AE• / I )1 E 1,331,000 5217.0 X f 5207.3 343 N 613,682 E 1,330.912 $53 N 616,80e e 1,330,588 w P1 Elev. 5210.. sz/a 5213.T X !94 ql xS221. 4f3-M1w E 1,332,000 T>3 r 7- f) � .14$Yl:3 ) 1 i r f1L1�-'-.`Q{ %522I 11 1' 0 . O 353 N 616,048 E 1,332,253 614,607 E 1,332,101 276.2 DP a 1,333,000 V- 240 52 .0 \ 5214.6 C-55 6 • e 2 BASIS OF NGRIZONTAL CONTROL, THE COLORADO STATE PLANE COORDINATE SYSTEM CENTRAL ZONE, LAMBERT CONFDR1+AL RO CONIC P.ECTION. THE FOLLOWING (uAC it 0S ANOA9R u509) TRIANOULATION STATIONS WERE u!e01 NAME ORDEN CATHERINE 2nd COORDINATES 8' 1,510,500.42 Y: 581,255.78 GNAT 3rd X• 1,231,566.60 Y: 523,64110 OASIS Of VERTICAL CONTROL: uSC 8 OS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS' MIME 0.156 4570.74 PS n 0 x 4.,e ORDER 244 2,14 ELEVATION 8192.284 4869860 LEGEND ROR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH or SCRUB f1 1 FOUNDATION Or RUINS SECTION LINE .f. FOUND SECTION CORNER -1- UNFOUNO SECTION CORNER — — APPROX, SECTION LINE COMPILATION BY PHOTOORAMMETRIC METHODS FROM 6- C,F L. VERTICAL AERIAL PNO100RAPW, TAKEN NOV. 19,16,E IT, 1382 THIS MAP COMPLIES WITN NATIONAL MAP ACCURACY STANDARDS PREPARED BYE ANALYTICAL SURVEYS, INC. 4,67 SINTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 Z _> CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SLCRAMENTO DISTRICT, CORPS OF ENCINr^t 650 CAPITOL MAIL SACRAMENTO, TALIFORNIA 991144791 PREPARED FOR GARFIELD 8 MESA COUNTIES.COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 JUL 1987 MATCH SHEET C-56 N 1,328,000 1.329,000, L 1.330.00C - 341.. o 5327.2 n U 4 2 I= 1 52'S 5260 53 525' 527 52 5510 535' z %5343.0 • x 52064 5206.8x 342 5 07.0 • x5206 / ti /' 5203.5 v5203 MATCH 520,57 SwEE T C-55 ./I. % _ ,/ 5208.9 //3,0/ S ' I 340 N 610,847 E 1,328,277 E 1.331,000 • -I r I P Y 2 N4612,925 E 1,329,228 341 N 612,365 E 1,328,350 341 N 611,940 1,329,01R 342 N 613,137 E 1,328.962 E 1,332.000 E 1,333E300 • • . r345 4' - I . 5320 330 1 \ /�\j370 ., / .. �� � 27I26 6 25 , 345 346 ,14'35 35 3G N 613,566 N 813,479 348 E 1,332.362 E 1,332,606 N 612,384 E 1,332,753 347 N 613.394 f 1..532.715 342 34+35 N612,722 312 E 1,329,595 N 1 A 10 2 0 0 z n 2 u 7 BASIS OF HORIZONTAL CONTRUI 1Hl COLORADO STATE PLANT COORDINATE SYSTEM, CENTRAL ZONE. LAMBERT CONTORMAL CDNIC PROJECTION 104 FOLLOWING IUSC 8 01 AND/OR USG$) TRI6NOULATION STATIONS *ERE USED NAME ORDER COORDINATES CATNE RINE 204 I1 • 1,516,508 42 T T 581,255 7H ONA1 3,4 %• 1,231,5666C, TT 523,643.IC. OASIS QF VERTICAL CONTROL USC 8 G. SEA LEVEL DATUM BASED ON THE FOLLOwING BENCHMARKS NAME ORDER ELEVATION 0•156 20a 6192 284 4870 74 PS 2n0 4869860 LEGEND O H0w C0N1R0L VERTICAL CONTROL X BENCHMARK 4'27 PHOTO CENTER GRID POIN` CROSS SECTION POLE F E NCE TREE BRUSH 0; SC RUD • 1 F0UNDAT ION 0, RUINS • — SECTION LINE —{-- FOUND SECTION CORNER -I- UNFOUND SECTION CORNER — — APPRO%. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METH003 FROM 6` C.J.L. VERTICAL AERIA4 PHOTOGRAPHY TAKEN NOY, 15,16,917, 1962 TN15 MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY' ANALYTICAL SURVEYS, INC. 4187 SINTON ROAD COLORA00 SPRINGS, CO. B0907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SA AMMO OKIRICI, cows OF NOW (RS 650 CA771OL MAIL SACRAMENIO, cAERSRMA 958144794 PREPARED FOR GARFIELD B MESA COUNTIES,COLORADO C-56 IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD OE NVER, COLORADO DECEMBER, 1982 JUL MT E 1.527,000 2021 29288 5214.9 X . - , .323.000 52,0 '� x o 5200.3 0 ; n o P 5203.2 - S2OS.0 - o — 0 n o R. o_ /s.C/ o C 1,324,000 334 N 616,147 E 1.323,832 334 N 615,836 E 1.323,623 S.. . ... - e+•— DENVER---6_ R10 GRANDE— 5220 — wESTE RN R0. _.. _ + - --=*- — —+„:334 S 2Z0 >2 SO 5 _ -. __ - _ - -- .__ 10 _ .. 5208.4^ 4 _ u�s� L+ 5. 333 N 615,550 E 1,322.746 334 N 615,533 E 1.323020 • x5,82 Cif, gg •r O :.2 335 N 61,1,354 E 1,323,857 52i5.5 X E 1 .325,000 333 .59 • .4 l ' 4 a X 5328.3 1 � 53288' x 1532G MATCH SHEET C-58 2 2 22 73 „h [ 1.326,000 • 5355 0 4 5335.3 I , X.5335.2 • . 70. \52832• 3,J0 e f•• • 12 H 606.000 SHEET C. 1 1- 4 BASIS OF HORIZONTAL CONTROL THE COL 04ADO STATE PI ANC COORD,NAT1 SYSTEM, CENTRAL ZONE, LAMBERT CC/NITA/MAL CON,C PROJECTION THE ICA I OWING IUSC A OS AND/OD USG51 TRIANGUL ATION STAT,pNS WERE USED NAME ORDER COORDINATES CAT HE RINE 2.4 • , 1,516.500 42 T' 581,255 78 GNA1 3.0 • 1.231,566 60 1, 523,643 ,0 �AS,c OI vERTICAL CONTROL AMC 6 GS SEA LEv(L OAT um BASED ON THE FOLLOWING BENCHMARKS NAME ORDER ELEv►TION D -156 2n0 6192.284 487074 PS 2n4 42169860 LEGEND HOR17 CONTROL vERTICAL CONTROL ✓ BE NCHMARP •.1r PHOTU CENTER GRID PENNI CROSS SECTION POLE FENCE TREE BRUSH o, SCRUB - - FOUNDATION o, RUINS SECTION LINE FOUND SECTION CORNER 1 UNFOUND SECTION CORNER ---^ --+ APPRO8. SECTION LINE COMPIL ANON 8Y PHOTOGRAMMETRIC METHODS 'Rpm 6' C F L vERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16.617, 19R2 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY 37ANDARDS PREPARED BY ANALYTICAL SURVEYS, INC 4,67 S,NTON ROAD COLORADO SPRINGS, CO 80907 303.593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DRIRICT, CORPS OF ENGMEETIS 650 CAPITOL MALL SACRAIENTO, CALIFORNIA 15814-4794 PREPARED FOR OARFIELD El MESA COUNTIES, COLORADO IN COOPERATION WITS COLORADO WATER CONSERVATION BOARD DENVER, OOLORA00 DECEMBER, 1982 JUL TIIT 336 N 613,473 E 1,324,61T 29 28 A 337 / J7 337 N 613,119 E 1,326,277 337 N 612,428 E 1,325,308 N Il x 336 1,326,000 MATCH SHEET 338 N 612,248 E 1,326,872 338 N 611.406 E 1,325.876 1' 1.3?7,000 i Tj •PO JJ 4o % \ 54006 339 Al 612,012 E 1,327,306 339 N 610,309 E 1,327,072 x 5394 3 5398 4 534o 5330 t u 2 1 % 2 51975 • _ S 32T 525230 ?8QQ r O 8 e z _4 0 8 0 to z BASIS Of HORIZONTAL CONTROL THE COLO•TADO STATE PIANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 G5 AND/OR USGSI TRIANGULATION STATIONS WERE USED NAME ORDER CATHERINE 2n0 COORDINATES Y : 1,516,508 42 Y : 581,255.78 GNAT 3,0 x.1,231,586.60 Y : 523,643.10 pasts OF VERTICAL CONTROL uSC 8 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME D •156 41370.74 PS LI x 4�s7 ORDER 2nA too ELEVATION 6192.284 4869860 LEGEND H0612 CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH of SCRUB FOUNDATION o: RUINS SECTION LINE FOUND SECTION CORNED UNFOUND SECTION CORNER APPROY. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6- C. F. L VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,18,81T, 198? THIS MAP COMPLIES WITH NATIONAL M4P ACCURACY STANDARDS PREPARED 8T ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLORADO SPRINGS, CO 80907 303.393.0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY MDIAMENTO OTSTRICI, CORPS OF ENGRIEEM 430 CAP1IO( MAW I MAMAfM0, =Moo IA meal* PREPARED FOR GARFIELD S MESA COUNTIES, COLORADO C-58 IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 JUL tart E ,.318,000 E 1,319.000 [ 1,320.000 E 1,321,000 E 1.522.000 329 N 615.636 1,316,063 329 N 614.39E E 1.317.924 5 523• • , 5 230 70 330 N 6,5E153 E 1.3113,981 330 5240 5215.0' 5/93.0 K --- 0 .9 z '^ 3260 _ ^` 5250 �523 2 5230 5220 3202.5 - 5165.4 x � 5162.5 � >r' x 5157.9 5157.2 \ x o 1 3162.2 1- 5223.0 ORANO w TER 5200 5196.3 r • x 5190,3 • / X 5167,E lem. 5168.8 x_ ..- 329 5166.4 5159.6 '50ti 5211 329 N 613,544 51D9.Z E 1.318,371 52 329 330 N 614.016 E 1.319.391 N 612,924 [ 1,316,254 5210.3 k 5210 5169.2 ZOO0235.2 s21-i 331 N 615.945 C 1,321 406 331 33, N 614,946 E 1,321,716 x 5172.2 • I / 330 N 613,844 E 1,320,123 330 N 613,479 E 1,320,517 33? N 616,765 E 1.321.053 ANVIL POINT OIL SNALL FACILITY 8 COUNTY LANDFILL n 1O 5203.7 k 331 N 614,141 E 1,321,053 332 N 815,795 E 1,321,400 / 333 520i?I N 617,157 29 E 1.322,143 L L Won � r I • 1 ' , - • 5.204.E it 1143•11 . Ai. 920 - •• 1 _ 5 gli10 13 • ,x5202 5179.6 J xw,L.;/' �4E91-a I .4A L:: ' ,;\ 0 332 N 614.946 E 1.32,.716 SZIO �li';?_ .4 i 333 N 616,051 E 1,322,360 N 615.000 0 29+28 0 32133 S z 0 0 0 OASIS 0< HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOKr1NG IUSC 6 GS ANDAA U9GS) TRIANGULATION STATIONS WERE USED NAME ON0ER COOROWTES CATNERRIE 2ro xs1,51650842 Y= 561,255.7E 61441 3rd 70 1,231,566.60 Y. 523.643 10 54515 OF VERTICAL CONTROL MSC 8 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORO(R ELEVATION 0.156 2no 6192 284 487074PS 244 4869860 0) 4`yT LEGEND H0R12. CONTROL VERTICAL CONTROL 6ENCHuARK PHOTO CENTER GRID POINT CROSS SECTION o POLE FENCE TREE BRUSH o. SCRUB _f1 1 I FOUNDATION or RUINS SECTION LINE -}- FOUND SECTION CORNER UN8EHI110 BCCTIOH CORNER APPROX. SECTION LINE COMPIL AEON 97 P14OT000AMMETRIC METHODS 7R0M 6- c.f.i. . VERTICAL AERIAL PN0100RAP9Y TAKEN NOV. 15,16,617, 1962 THIS MAP COMPLIES MIEN NATIONAL MAP ACCURACY STANDARDS PREPARED EN ANALYTICAL SURVEYS. INC. 4167 SINTON R0A0 COLORA00 SPR1N05, CO 6090T 303.593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT 00 THE ARMY SROMNCNTO Dt'T#CT, CORPS OF ENCINEVIS IB6 CAM16E MALL 14114AMRT60112(11114 11511447111 PREPARED FOR GARFIELD 0 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO C-59 DECEM6ER, 1982 JUL T971 24,119 25'30 f 324 N 616.'02 E 1,312,215 E 1,313,000 5220 623O 2A0 5180. x SIB3.2 4 y/ 5179.5 x x_Sp 10, 324 N 614,277 E 1, 313, 363 -.-. `\ ` \w`. , `_ \ - 5151.1 5152.6 E 1,314,000 5210 5200. _. -I,dI t.�r 1 �1 7 ' .-• 4 S303.4 x 5156.3 325 H 614453 E 1,314,120 325 N 616,574 E 1,314,742 [ 1,315,000 55240 7-.5230 5190.1 A 517 ,0 SIS.3 5155.9 5I54J, �J 51S4.i 5154,3 x x• S152.8 51 S2 eY x x. / S158.3 X SIS6.4 5162 3 3/60\ Zone AE Y W..L �1�06 5162.5 6152. 515E12 O. 5246.9 326 N 61a,4R9 E 1.313,062 x 5160.5 5160 5156.9 D - 320 E 1,316.000 326 N 616,229 E 1,315,756 219.1 34V y51T4_ 6\ x 517e.8 x 5152.9' 327 N'615.405 E 1.317,135 327 N 615,166 E 1,.317.067 62 - 327 a Ja • •.-9 Q. H FI l,7n9 \I� 397 11J) E 1.515,971 328 N 613,394 E 1,316,774 328 N 614,204 E 1,317,3.13 328 N 613,564 E 1,317,223 52 E 1.317,000 51024 6219. \\�`� I N 14T20 3tt24 •'I 0 t•I . 5164.6 x 30 29 31'32 C-60 O 0 0 8 BASIS OF HORIZONTAL CONTROL THE COLORADO STATE PL ANC COORDINATE SYSILU. CENIIIAL ZONE, L*AMERT CONFORMA; CONIC PROJECTION. THE FOLLOWING (USG 6 G. AND/OP USGS) TRIANGUL 4TION STATIONS WERE USED' NAME ORDER CATHERINE 2aA GNAT 3Yo COORDINATES xJ1,516.50942 Y. 581,255.78 x J 1,234566.60 Y J 523,643.10 OASIS OF VERTICAL CONTROL USC 6 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME 0.156 4670 74 PS Ci 4.27 OROER 204 2N0 ELEWTION 6197 7A4 AMA RGn LEGEND HOAIZ CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION 0 POLE FENCE 11 1 TREF BRUSH n' SCRU8 FOUNDATION 0' RUINS SECTION LINE �- FOUND SECTION CORNEA uNrDuND SCC*ION CORNETT APPROY. SECTION LINE COMPILATION BY PHOTOGHAMMETHIC METHODS FROM 6' C. F L VER1 !CAL AERIAL PHOTOGRAPHY TAKEN NOv 15,16,E 17, 1982 THIS MAO COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY ANALYTICAL SURVEYS, !NC 4167 SINTON ROAD COLORADO SPRINGS, CO 80907 303- 593-0093 SCALE IN FEET 200 0 0 200 400 -. �•T Z_ . CONTOUR INTFRVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SICRAMFNTO DISTRICT, COOPS OF ENGINFTR3 630 dVRIK HMI SACRAMENIO, CALIFORNIA 9S11144794 PREPARED FOR GARFIELD B MLSF. COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1962 JUL Dr 616,000 N 615,000 MATCH SHEET C•60 N 614,000 N 613,000 323 N 615,556 E 1,311,472 322 N 615,632 E 1,311,031 321 N 615,326 E 1,311,198 320 N 614,607 E 1.310,050 323 nor N 614,962 E 1,311,806 322 N 614,746 E 1,311,735 3? I N 6, 4,952 E 1,311,574 RUT,ISON 320 N 614,120 C 1,310,474 3,9 N 613,87,1 E 009,169 Il I' ..\ x52\5 '�, \'\ 5196.5, // 5219.6 • 519918 1 \ .•• 37 , • 1yb\ • 5201.4 ) \••\\ / • A 52129 , \• 5215.0 51 7 7,(x • 320 N 613,714 51139.2 E 1,310,836 x R31,B� X - 3,9 N 613,464 E 1.309,511 Jo 5206.2 • 1 10 5183.o1x 1 x , 5176.5 X.� 5163.0' Vt 5203:7,' 5 rr 5150 0 x • 20 \ Lonc. A= 514 7`' X ` 5143.0 x 5203.3 G`-.51642 loo• X 51 . o x5246,2 5212.2 '7/ ry ro a •''0 // 323 N 613.920 E 1,312,077 322 N 613,635 E .,312,053 32• N 614,344 C 1,311,842 320 N 613,084 E 1,311,969 320 N 613,330 E 1,311.343 322 N 613,596 E 1,312.202 321 N 613,660 [ 1.312.05i 319 N 612,215 £ 1,311,790 319 N 612.977 E 1,310.272 11 • 1IP 310 N 612,121 C 1,310,161 .316 •1 319 N 6E1,2113 C 1,310,521 E 1.313.000 O O W W BMS15 or NORIZQN14 CONTROL THE COLO4AOO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IUSC 6 G_ AND/OR U5G5) TRIANGULATION STATIONS WERE USED NAME ORDER CATHERINE 2..0 0NA1 COORDINATES ■ : 1,516.508.4Z Y' 561,255.70 3.0 ■:1,231,566.6G T s 523,643.10 p ASIS OP VERTICAL CONTROL USE 6 GS SEA LEVEL DATuM RASED ON THE FOLLOWING BENCHMARKS NAME 0•156 ORDER 2 n4 4870.74PS 2.P CI Y 4.7T ELEVATION 6192.254 4569860 FL_GEND HORIZ CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION o POLE • FENCE TREE BRUSH o. SCRUB FOUNDAT.ON 01 RUINS SECTION LINE ▪ FOUND SECTION CORNER UNFOUND SECTION CORNER APPRO.1. SECT10h LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.F L VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,517, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANOAROS PREPARED BY. ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLORADO SPRINGS, CO. 60907 303.593.0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIOUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SADMYERTO OITIRIET, CORPS OF MINCERS ISOLATE( MAEE SAQAIOEE4 CAUFORRIA 858I44791 PREPARED FOR OARFIELD ft MESA COUNTIES. COLORADO IN COOPERATION WITH COLORADO WATER CONSERMTION BOARD DENVER,COLORA00 DECEMBER, IS82 JUL 1W7 MATCH SHEET C-62 M 612,000 N 611,000 C 6I N 614,000 N 613.000 MATCH SHEET C-61 N 612.000 N 611,000 N 610,000 318 N 613,341 E 1,30E1,516 317 N 613.071 E 1.308028 316 N 612,801 E 1, 307,709 T'P4A2,5 - 8 0 O O O 315 N 611.738 E 1,306,130 ~ X 55517 6.3 \ io 5193.1', x ` >A Iw.x.j ,{ 51651 5189. 51667.3 1, 5i O.n • 5150X.2 • 5153.6 5170.5 ' ' • x z0 1 �11 1 ~i \\ 318 N 612,414 E 1,309,175 5137.2 5137.2 5129.81 x 5137.6 e1C N 611,390 EI1,309,180 —\1-� E 1,30/8,338 5136.7 - • 51 MATCH SHEET C-63 5134.2 614 0.2 - n re� \v' 15142.5 I, •. D \PD 5137.5 317 317 N 610,570 E 1,310,197 317 T9,794 N 611,097 E 1,309,790 5140,9 x 5,40.2 3130.5 5139.0 X 5135.2 5136.4 y„e 5132.8 N 609,000 316 316 N 510,351 E 1,306.582 E I.3t0.000 316 N 609,757 E 1.309,044 E .,363.300 315 N 608,855 E 1,307,637 N 608,514 E 1,307,290 0 0 0 J6 n . J3 ?� W BASIS OF HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL 20NE, LAMBERT CONFONMAL CONIC PROJECTION. THE FOLLOWING (USC B GS AND/OR USGS) TRIANGUL Al ION STATIONS WERE USED NAME ORDER COORDINATES CATHERINE 2n0 x:1.616.50842 Y: 581,255 T GNAT 310 r 1,731,56660 T . 523,643.00 RA51S OF VERIIVAL CONTROL USC 6 GC SEA LEVEL DAIUM 84SE0 011 IHE FOLLOWING BENCHMARKS NAME ORDER ELEVATION 0.156 2e0 6192.254 487074 PS 2e0 4869.860 L. x 4Cl7 LEGEND HOR12 CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION • POLE FENCE TREF BRUSH e. SCHUB _I+ ( FOUN04T10N o. RUINS SECTION LINE -}- FOUND SECTION CORNER UNFOUND SECTION CORNER APPROX. SEC TION ZINC COMPIL►TON BY PHOTOGR4MMETRIC METHODS FROM 6' C F L VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV 15,16,a 17, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPANEO BY ANALYTICAL 91_IRv(TS, INC 4167 SR+TON ROAD COLORADO SPRINGS, CO. 8090? 303-593-0093 SCALE 1N FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMDITO DISTRICT. CORTS OF ENCINCERS SSO CROCE MALL SACRAMENTO. CALROIMM nal4d7w PREPARED FOR GARFIELD IS MESA COUNTIES, COLORADO IN COOPERATION WITH COLORA00 WATER CONSERVATION BOARD DENVER, COLORADO DECEM8ER, met JUL 1w1 N 612.000 N 611,000 1.•4 T CH SHEE' C-G2 N 610,000 N 609,000 314 N 611,045 E 1,305,091 313 N 610,AD4 1,304,283 313 N 609.601 E 1,304,762 314 N 609,868 E 1,305,646 3,3 N 609,301 E 1,304,696 312 N b09.794 E 1,303.924 E 1,302,000 312 N 60E1,379 E 1,304,840 3$ 41• II II • 3 x '5138.1 5141.0 313 I513 5145.8 x 5139.5 • - 5145.3 136-5 t/j• 5143.3 0 5138. x 5147.7 .5)39.4 x 513N4 11° x 5135.0 \� 5135.2 5)32.3x r 5141.7 '5I40.5� .3 311 N 609,195 E 1,302.645 x 5135.8 MATCH .5122.5 HEE 7 5127.3 5122. -rPN 5123.0 ') x C-64 s1M • 5127.6 X x 5126,3 5127,5 x 5119, • - 5120.BP\ x51)12,7 5126.2, 5126.2\. x 5128.7 x - Zone AE 5124,8 lx 5) 26.2 3n If,.': 311 N 608.322 E 1,303,207 5125.6 5117.8, 311 N 607.792 E 1.303.116 5130 �130.3 • 51225 313 5125.0 1 k I x 5123.0 .1 5122.6 N 608,000 3,3 3,3 N 608.443 E 1,305,668 3)2 5124,5 5125.1 51 ' 4` '`60 256/ 51 .2// 1 k - 5115,3 x\\ 1 5120. % x5119.3 1 1 %5119.8 : 11 4�11 515.E 1 1 % ti, - - .3 1 % 5120,5 5119.7', f+ ' \.--(1.' _ix 5121.0 I ', 313 N 608.025 E 1,306.050 312 N 607,110 E 1,305172 312 M 007,80, E 1,305,044 312 N 607,570 C 1,304,9Ci1 1 435 311 N 607.287 E 1,303.832 312 310 N 606,454 E 1,303,365 /3)0 C-63 E 1.305.000 0 0 4i 0 W 0 0 0 • fJ RASIS 01 HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTHA. 20NE, LAMBENT CONrOH4c: CONIC PROJECTION THE FOLLOWING IUS; 6 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED NAME ORDER CATTIERINE inn x:1.516.508.42 Y- 5E11,25576 GNAT 3rp x: 1,231,566.E • 523,643 IG COORL1NATES BASIS Or VERTICAL CONTROL USC B G5 SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME D•156 487074 PS ORDER 2np 2np ELEVATION 6192.284 4E169860 J.EGEND • HOR12 CONTROL Q VERTICAL CONTROL X BENCHMARK PHOTO CENTER GR10 POINT CROSS SECTION P0t C • FFNCC TRCC RR11*H A. SCRUB FOUNDATION o. RUINS SECTION LINE -�- FOUND SECT ION CORNER UNFOUND SECTION CORNER 1 - - APPROx. SECTION LINE COMPILATION 8' PHOTOGRAMMETRIC METHODS FROM 6' C F L VERTICAL AERIAL PHOTOGRAPHY TAKEN NOv 15,16,817, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 83 ANALYTICAL SURVEYS, INC 4)67 SINTON ROAD COLORADO SPRINGS, CO 80907 303.593.0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRA►KNTO 01STRICT. can OF ENGINEERS 63D [ARM MALL 3AcitutulTO. CALRORNN 158144711 PREPARED FOR BARf1ELD S MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORAD0 N 607,000 DCCCMBER, 1962 JUL 1587 E 1.2913.000 E 1,299.000 E I.300.000 E 1.301.000 [ 1.304.000 rr 71 u MATCH SHE "-5170. 5167.6 - % J r; • i 1*514l.051g1i -. 11 •T 5175.1 •. 186.2 ' 5166.' - •1'SIB0.2 . // N • . 5159.7 1-f' 5179.0 2 biro + 306 N 505,050 E 1,297.923 5,El7.4 5171.4 5160 16 • 5140� 5150.. - . ..yam^j1_.' ' �'-.:7-"--..7.T-f-- 2�1. o • S1 BB _ `5r•' . L 30 517 307 N 606,216 E 5.296.776 307 N 607,19, E 1,296,993 -5160 5150 5120 ,enE: X att. ZSp 5099.5 x 306 N 605.599 E 5.297.952 S110. 7: A.5.1 �A - 5,06.E x 5•s0 x 5106.4 5110 J 6 5 uA4 r- 5,12.3 11.0 ►`4�5 366.3 i • ' X 5106.0 -• WL aS104.3. -5110 '--` . . 307 5104.6- •r , ! 540 • ;D��M/ I X 307 N 606.575 E I.299.264 3071 N 605,645 E 1.299,367 31,33 5t09.6 x ,1T 5154.9 516 5.8 0I 5160 5140 306 N 606•47 E 1,300.226 306 N 607,264 E ..300.620 sF6o` •, •'T 516 3�= 172.6 515 •••••4•••••••• 309 N 606,40E1 E 1,301,010 309 N 607,23, E 1.30, 456 5170 S180 5154.9 515 Q� e Y367 5140� = F l _ • 5t?0_. 4_.- i r T�R 101 4�129,0,. 51•l0 _ = 5120.7.E-�.-.- ��_ ='•� - RAND �"S • 512e4 - , x5I10.3 5120 If6.e DtlrvEp4 • 5116.2.` 4.755V 7 ZO�C S V' •a1, o t5o� • `� 5109.1 • „0 x 5112.9 306 3011 N 606,703 E 1,300,527 306 N 606,136 E 1,300,515 ke Zone AE �. Z6 5130 5t50 ,,5.e 309 3'? 3 N E 1,02,11 r .. •t9 J 5,12.2 310 N 600,650 E 1,301,565 5%50 5150 - x 514 3.0 0 61A0 •� 7 .29.5 __ - 't' I -._ ^.11.3 � i� 512 • 5116.5 x x 5116.4� 6 5119.E • 5113.0 x 5112.5 x 5115.5 x 121.0 f-- 511B.4/ ^ I124.9 : L = = = 5475.4 556.3 x 5116.E 09 r0'i -�1 • St17. l ~ \ x ` - 606,353 309SNO 309 N 606,067 E 1,301,890 5116.3 x 5116.3 3 6C e x 5119.2 x x 5121.3 b.0 5116.7 /xW30.6 060 5122.2 511 9. 4 120-. Ti 609.00 n 1P W S. rn 6 tw i n co n' BASIS OF HORIZONTA: CONYROI THE COL04A00 STATE PLAN[ C0060IN5I( SYSTLLI, CENTRAL ZONE, L AMOERT CONFORMAL CONIC PROJECTION THE fOLLOWIIFG IUSC 6 G5 ANNON' UM) IRIANGUL A ON S7AT,ON1 WERE USED NAME ORDER COORDINATE5 CA7,41104 240 x • 1,516,505 a: ♦: 56175', 711 eNAT 3r0 xr 1,231,566.61' Y. 523.6et I0 QASIS OF VERTICAL CONTROL USC 6 GS SEA LEVEL OA1um BASED ON THE FOLLOWING BENCHMARKS NAME 0150ER ELEVATION 0.156 244 6192 264 487074 P5 244 4669660 EL GEND NORI2. CONTROL 0 v(RT1CAL CONTROL X 6ENCHMARr. 4T PHOTO CENTER GRID POINT CROSS SECTION o POLE FENCE TREE RR115•. o, SERVO _ I -- 1 F 0ISN0AT ION o, RUINS SECTION LINE FOVNG SECTION CORNER -�- UNFOUND SECTION CORNER -� APPROY SECTION LINE C014415.55ToI 6Y 4N070084MMETRIC METHODS fR04. 6` C E L VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV, 15,15,6 47 1962 THIS MAP COMPLIES W11N NATIONAL MAP ACCURACY STANDARDS PREPARED 8Y ANALYTICAL SURv6YS. INC 4167 SPOON ROAD Cotoe500 SPRINGS, CO 60907 303-593-0093 SCALE IN FEET 200 0 0 200 600 CONTOUR INTERVAL 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT Of TM ARMY SAOIAMDrt= DIm6ET, OaIP9 OF mews 138 C1 O% NALI 1400.11004 664z0z61 160144701 PREPARED FOR GARFIELD 6 MESA COUNTIES, COLORADO IN COOPERATION W1TM COLORADO WATER CONSERVATION BOARD DENVER, COLORADO C-64 DECEM8ER, 1942 JUL" 1187 E 1.293,000 E 8,295,000 C 1,296,000 E 4292.000 514301 4 N 608,113 5134,6L1 1X _1 _ E 1,292.60' 5137.5 X 5131.2 1— %�. • 33.-333 .15 415 N 0 1- 4 301 N 606,440 E 1,292,1363 N 60�.Cn x 5097.2 302 i 5, 302 N 606,559 E 1.293,745 I31.0��5 x 5122.3 74.Z 5090.E Zan e,X E 1,294,000 302 N 605,2.11 S 1,293,553 • • It 5120.5 5125.0 0 • 303 ig 303 N 606,516 E 1,294,591 • 304 N 605,702 E 1,295,601 303 N 607,905 E 1,254.996 36,2• x 5144,5 jtAG X ' X5111.2 .�'�•� 4 a 94 Ip 304 N 606,102 r I,t96.0?1 304 N G07.534 E 1,296.104 • se+j, 3334 sled 5i70 , 5j40 • 305 N 60'.R3n E 1,297.401 IPS X 5149.3 O •0 • 1. 4 2 oasts OF HORIZONTAL CONTROL 1HE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL 20NE,LAM9ER1 CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC b 05 AND/OR USOS) TRIANGULATION STATIONS WERE USED NAME ORDER COORDINATES CATHERINE 200 x:1,516.500 42 Y A 551,255.70 ONAT 3/0 x: L231.566.60 Y. 523,643.10 OASIS OF VERTICAL CONTROL USC 6 G5 SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAMEORDER ELEVATION D•I56 240 6192.264 41)70.74P5 200 4D69860 LFGENr) HORI: CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH 0. SCRUB _!1 1 FOUNDATION a RUINS SECTION LINF ++— FOUND SECTION CORNER UNFOUND SECTION CORNER APPROx. SECTION LINE COMPILATION BY PHOTOGRAIAUETRIC METHODS FROM 6• C F L. vERTICAL AERIAL Pr10T06R8PHY TAKEN NOV. 15.16,8 17. 1982 THIS HAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARE° By ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLORADO SPRINGS, CO 80907 303- 593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRI@UTARIES FLOOD PLAIN STUDY DEPARTMENT Or THE AR94Y SAOII10ERi0 D(URIL7. (*Ws Of T 1;031 p3 e59 W1Rp. Mot SACRAIHKT(,, CALR001u 95e1441S1 PREPARED FOR GARFIELD E1 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENY ER, COLORADO 305 N 605,699 E 1,296,886 E 1,297,000 0 C — E3 5 DECEMBER, 1982 JUL 1ee7 C 1,290,000 C 1.291,000 -11 E 1,287,000 r 63 {,37 S 6 N9806,455 E 1,287,439 296 N 605.249 E 1,2138,042 043 II tT 50813 - -x '082.7 • 508 2.3 x x 5080.8 x5079.0 5085.4 E 1.288,000 297 N 607.066 E 1,288,465 297 N 606,113 E 1,289,015 506 5.6 x, x 5084.8 1 .tt A W. x 5078.3 1, 2 89,000 5T20 106.5 �� 51195 x 5112.5 297 �` ' -. �. 4 4 k51Q2.?1 : -:• .- - • }- _ }5R3J1A • ' x 51, ..o - r 5114.3 x 5082.44.1 Tower x 5085.1 WL x 5079.0 x 5086.6 5087. 5 50876• 'S0829 1.. / % 5088.7 296 N 604.346 E 1,289,716 1 5099.2 �0 7 % 5088.5 297 297 N 605,665 E 1,289,614 297 N 605,011 E 1,290,225 • 5133.0 x 5090.6 298 N 607,629 E 1,290,364 1p0� = 5T: 5120 5150 5120.2 0 N9606,741 E 1,290,526 298 N 605,770 E 1,291,067 299 N 607,691 E 1,291,000 299 N 606,875 _ E 1,291,08• 136.8 ,S12R.7 300 N 607,765 E 1,291,900 • -�� •>f SIt0.2Sa� = o. x 5093.8 x 5093.5 -.,i - 50 x 509}.► / , s�* . 5099.6 x509V• W. [ .5090.5 300 N 606.677 E 1,291,1317 300 N 805,766 E 1.292,525 N 139.5 41.2x O• a O u- 2 0 u W • N rs. 300 ri 2 BASIS OF HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IUSC 6 G5 AND/OR US0S) TRIANOUL AT ION STATIONS WERE u9ED• NAME ORDER COORONATES CAT HE RINE 244 x:1,516,508.42 Y : 501,255.78 GNAT 3.0 1. 1,231,566.60 Y . 523,643.10 04515 Or VERTICAL CONTROL USC 6 GS SE4 LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME D-156 4670.74 PS G 0 X 4e7 ORDER 24 214 ELEWTION 6192.284 4669.860 LEGEND 140R12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT ---- CROSS SECTION o POLE _ 1 1 1 1 FENCE TREE 6RUSH P. SCRUB FOUNDATION o, RUINS SECTION LINE -�- FOUND SECTION CORNER -I- UNFOUND SECTION CORNER I APPROX. SECT ICN LINE COMPILATION BY PHOTOGRAMMCTRIC METHODS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOv. 15,16,617, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303- 593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY INANldino °BERCI, CMS 01 DORM 650 DAPROI M U. SIIC IOM°, CALIFORNIA 9311447M PREPARED FOR GARFIELD & MESA COUNTIES. COLORADO IN COOPERATION WITH COLORADO WATER CON$[RMTIOM BOARD DENVER, COLORADO DECEMBER, loft JUL PI 7917 E 1,292,000 C-66 295.00o N 1,2116,000 291 N 603,033 E 1,203,126 n 0 0 0 to n 292 N 604,420 E 1,283,703 . • �C } F 1,283,000 292 N 604,022 • 1,284032 W x 5067.2 Uncial 202 x i 51122,3-.-- 291 291 N 602,45E E 1,283,79t 29i N 602,295 I E 1,284,473 611E E 84.000 293 IL 604,922 E 1,284,127 293 292 292 N 603,567 E 1,284,474 292 N 602,921 E 1,285,012 293 N 603,105 E 1,285,298 294 N 605,032 E 1,265.064 MATCH EOOE B MENT MESA, CO. GINGERY a ASSOCIATES INC, 11/80 294 N 603,457 E 1,286,014 295 29S N 605,916 E 1,286.592 x 5061.8 'X 5083.I _ 50BI.9 so x 5077.2 34. x 5073.E • 295 N 605,078 E 1,287037 295 N 603,703 E 1,287,103 514 - 50796--, x 5082.9 ' 5080.9 S7'1 O 0 ,A 2 BASIS OF HORIZONTAL CONTROLTHE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. TILE FOLLOWING (uSC 6 GS *8010R USOS) IRIANOULATION STATIONS WERE USED' NAME CABER CATHERINE 2n0 COORONATES x a 1,516,508.42 Y L 581,255.78 ONAT 3r0 x* 1,236566.60 Y L 523,643.10 BASIS Or VERTICAL CONTROL USC B G5 SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME 0.156 4870 74 PS 0 X 4f77 ORDER 2no 2no ELEVATION 6192.284 4869660 LEGEND HOR12 CONTROL yERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION o POLE ▪ FENCE f 1 I 1 TREE BRUSH Or SCRUM FOUNDATION or RUINS SECTION LINE FOUN0 SECTION CORNER UNFOUND SECTION CORNER - APPROX. SEC 1,ON LINE COMPILATION BY PHOTOGRAMMET RIC METHODS FROM 6" C.F.L VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV 15,16,817, 1982 THIS MAP COMPLIES WITH NATION4L MAP ACCURACY STANDARDS PREPARED RY ANALYTICAL SURVEYS, INC 4167 51NT0N ROAD COLORADO SPRINGS, CO 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO OKTR1CI. CORPS 01 ENGINEERS 650 CAPROI MAIL SACRAMENTO, CALIFORNIA 95114.1794 PREPARED FOR GARFIELD & MESA COJNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO E 1,287,000 E 1,288,000 C-67 DECEMBER, 1982 JUL 1987 E 1,283,000 HAIEN 5 HEE T C - 6 7 290 N 602,509 E 1,282,653 z 289 N 601,234 E 1,281,096 288 N 630,903 E 1,280,969 287 N 600,152 , E 1,28.,747 • u 26' h 800,630 1 i, 290,917 2 286 N 599,103 E 1,291,843 286 N 600.234 E 1,280,449 0 0. z 511235 //• r5133L>/ M 139,6_ 5099.3 x AIL ROAD'',-5•0099Sp8 x E 1.280,000 a 125.3 5134 'lI .3? 5099.2i "`fff Iff 1, I• t' 1l �lr 1 1 / f �r 5070.7' / ..050 x II E 1,294 O0 x 5073.7 Scrub f .. • 1 1 i j�1\ z. �. i . x 502.1 / / 1 '1 o� � tOOm 50..1- x 5071,7 x • 01 �� 5063.77 x x506445070.E / j . 5067.1 501.5 -x x �, 5061,3 •.\� \5070- • - 5..:.5 'C421, 5061.6 , x5o7t.5 x 5077.0 x 5077.2 5075.6 x PARACHUTE • x 5069.6 x5077.0 5060.2 289 • � /r I,2 81,000 MATCH SHEET C-69 50X?3 5060.51 5067.2 290 •Zo.t . AE b i1921. "f4 5059.2 \•\\TOME ♦1 •. IS05Q 2.? •6 5100. 29E1 f1 60.07 % E 1,284,491 290 N 601,463 E ..283,462 85187.0 5.60 tea MATCH EDGE BAT TLC MEW MESA GINOC P• 6 A5SOC.A1(5 .NC x 5,49.9 5166 cY:\ 0 6, / P11A x 512'.$ 3, 289 N 600,066 C .,283,405 289 N 500,239 E ..282,624 ` 5096.7 N" SN� � 1• 50 x 5065.3 E 1,282,000 • NA \' • 1066.4. ' v 11 X1 J W. [ x 5057.2 50622: 1x' 288 N G00,308 E 1,284,092 28' n 599,80' ..283,744 „;? $a •Q� 286 2R6 T. 598,393 E 1,283,665 286 N 599,956 E 1.282,658 MEN7 MESA SUBDIVISION 285 266 N 597,653 E 1,282,830 C-68 0 0 m 2 4.1? BASS OF HORIZONIL- CONIR01 7H! COLORADO STATE PANE COORDINATE 5Y5,1M,CENTRAL ZONE,IAMIIU. C0N'DRMA, CONIC PROJECTION THE FOLLOWING IUS: b GO. AND/OR USGSI TRI6NGUI ATIOPr STATIM:• WERE uSED NAME OROEF- CATHERINE 2..0 GNA1 3.0 CD0 t5F14TE! • •'.616,50842 581,255 7- • • 1 231.566.6'. Y1 523.643 OASIS Or vEP1iCAL CONTROL uSC B GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME D-156 4870 74 PS OPOt 2n0 2n0 ELI VAtlON. 6192 2B4 486986(. LEGEND ,- H0R12 CONTROL vERTICAL CONTROL BENCHMARK PH010 CENTER GRID 001N' CROSS SECTION POLE FENCE TREE BRuSH c• SCRu* I.itJ 404.7104 o' RUINS SECTION LINE FOUND SECTION CORNER ONr0LN0 SECTION CORNER APPRO.. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHOOS FROM 6' CEL VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV 15.16.81T. 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PP[PARED BYE ANAL •!ICAL SURVEYS, INC 416' 91NTON ROAD COLORADO SPRINGS, CO. 80907 303- 593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED TOR GARFIELD B MESA COUNTtES,COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD OE NYE R, COLORADO DECEMBER, 1982 N 600.J0: P* CH T 5095 ?St R 20S N 599,000 E 1,279,991' N 599.000 . • x 5080.3 so7aer, " 4i osm • Y A 1 C N S H I F T C-68 / N 598000 1 ` 1 4.285. . . E 1 ;Les ,- • ; N 59:,030 •E 1.291,913 •"1 N. 060., ••• 233 N697,05I\. -1_ • E 1,2111.28`t 233y W. t..• ' • SOS2.2' N 597,000 244 ?4 3 247 N 600,067 N 799,985 N 599,666 E 1,279,066 t 1.279,476 E 1,279,610 244 24? N 598,895 N 598.524 N4590,428 E 1,277.879 E 1,278,196 E 1,279.311 5210-24, 240 239 5200•N 699,066 N 599,774 N 599,696 E 1,279,610 E 1,279,736 E 1,279.776 241 240 N 598.720 N 598,180 M3698,3s1 C 1,271,735 E 1,216,314 E 1228,612 23■ 237 N 529,669 N 599.137 E 1,779,9rs E I470,1,62 27 N355903 ,318 N666,225 2 I,276,4it2 2 1,276.661 Y M4TCN EMI. BA•TLEMLNT MESA, CO:,,. GINGERY 6 ASSOC. INC., 11/60 235 • N 696,1/8 E 1,282 �3li • 23e,. H. 59I 577 ••• E. 1,279,931 N soe,T56 it • E 1,2 J6,891! •., 31 •-N 599,546 • E 1,279,981..' • N 897,669' -$ :E A.276,4P6.,.„y •-.234'•• L• N 699,1115 - E 1,275,721 • kki. 234 ti N 596,492 • •E 1,279,120•,' •VAC• . 4.7 •.-5 MMETiJ".•UL 1,�...'7.. A: frivl.t0," r .� •F•i: • • glASIS (K H011I20N1Al CONTROL • THE COLORADO STATE PLANE COOROINATE 875TLM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOwIRG (USG 6 G5 ANOAR USOSI TRIANGULATION STATIONS WERE USE0 • NAME ORDER COORDINATES CATHERINE 2M GNAT • d.0 1. 1,316,506.42 7: 581,255.78 x. 1,23466660 Y. 523,64110 0A3P3 Q' yt6TICAL CONTROL t)SC 6 GS SEA LEVEL DATUM BAx40 ON TN[ 70LLOWING 62NCNMARRS . 0-156 4870.114 PS 0 ORDER 2R0 •240 ELEVITION 6192.264 4666660 LEGEND N0012. CONTROL VERTICAL CONTROL X BENCNMAR,. • PHOTO CENTER _T• GRID POINT CROSS SECTION POSE FENCE TREE BRUSH or SCRUB FOUNDATION 4' RUINS 52CilON LINE FOUND SECTION CORNER UNFOUND SECTION CORNER APPROX. SECTION LINE COMPILATION 8Y PIIOTOGRAMMETRIC METHODS PROM 6` GEL: VERTICAL AERIAL PH0T00RAPHY TANEN NOV. 15,16417. 1962 TWOS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREP►RED 67• ANALYTICAL SURVEYS, INC. 4167 61110N ROOD COLORA00 SPRINGS, CO. 80907 '303-693-0093 !"Tt! • • SCJLE IN FEET 200 : CONTOUR" INTE6Vt' - 2 FEET w1.:..- i:4i RIVER AND TRIBUTARIES 400 ;FLOOD PLAIN STUDY •- DEPARTMENT OF THE MAY RTD DISTRICT. CORPS OF E1NG91ETJh , •• . 65O tuna N411 ,,}}s,1 . •MGRAMDITO, GAMMA 136144704 PREPARED FOR FIELD a MESA COUNTIES, COLORADO 404. 61'000PE RATION WITH DRADO: WATER CON6ERMTT011 BOARD A° DENY[R, COLORADO .'0E MAIER,.11/Qti ,''' P.: SR'OCX N 595,00!• I I 1 ,I,,I O (�. I 1 1 I % " f m f,.I/ '• ,151138. o T- f,M 511f 4 . 1 11 1• I ®• o• % 1 6 J8 I . I 1 it �.. •I Is`3 . /M 1 1 1 1 1 I96'll \`0 / z, I 1 1 150 cp 509 2 x\51093 ��\ u�x t I I 1 O\ 1, 11111 i \ - 11.11I1 \' x f \ ..,:.1 1slI oo.e \' r .111 n1 1 226 E 1,277,111 11 I 11 51 0\ I 1 5100 1 5099 4 1 L 11111� 225 I N 595,521 `\O� 22. E 1.2 76.231 b/ I I J J 1 1 (' `' I11'11' �I1 111 I I II� 1jjL ►►g.( 1 I I111 . 1 I ' I I 111 11 1 1 1 111 111 '1i'1I 111�� .51046 `•1 1 I 1 t s�\ 1 1 6 11 I i V5on96 1 • 6 2' 63. ni m 224 N 594,510 E 1,275,393 ,. 0 224 5081 T• 1 • Scrub N 595.r,1 E 4276,61C Zone_ 1 1 1 7c=03 /•/ •� I Wl 11 1 O05? 6 50518 5049 R 1 / 0,4052 x-1.1050) / • W L r I 1 5044 6 . 5052 - Y ` ,11 'r5l` _ __ "i1, o x 5052 •Y i•'3', •-- O. _ - ,� . � 1 Sony z z6 �5 .r i r E 1.2 a6.699 5053 3 111.E .5047 3 1'50 78 PILE 4 • 5078 2 • 5068 x 5038,. rr AC'5oe0 r 1.(LJ MATCH SHEET C-71 226 N 595,164 f, 1,279.573 505%2 2 w ri--766c r , ' 94.6 •5 L .2 ",3-' 504R. • 5046 3 iT 532 x -'1 50483 fr 11; 5046 9 `'� 6 5046 3 50478 x - x504 8 x5044 8 \ 0. 4- 062 50d 7 5o44 3 x -\ x \ 5046 8 50473' x / 0 4-A 50459 \q. 11 50464/ • 5045 2 11 x 1 • • 50457 • ` \ .223 X r, 592.375 1,276,10.7 1f06 r_= x 50470 5044 8 5047 7 5046 2 5047 4 5041 4 % 50475 50403 %•x x r 4 o f • Y.' / 4 22• N 5949.S94 E / . 5096 4 226 \• � N 594,321 C 1.276.722 225 ,50646 Og0 ELEv 50851 , . a_•y 5056 7 061 9 x 5062 2-- J x x \ 5063 x 5059 7 \5062 2 N•t. � 5056 5042 2 x 50446 50A0 � 5046 R x 5045 4 x \ L 2.••e'� 5040 3 5044 5 x x x 5043 5' 50431 x ' • 5041 2 MATCH SHEET C-72 % 504 3 0 9 \f � 5060 2 x x 5062%!. • ! 50799 r' �, 507? i' 5044 3 x 5044 2 5042 8 % 50473 2 4.1 To 225 N 564.025 E 1,279,706 50,37 3 x 50773 5079 8 223 ea 76.600 Do 224 ONAI SEA LEAL DATUM BASED ON INC HORN CONTROL VERTICAL CO", BE ToENTAMM 611.0 POINT CROSS SECTION POLE FENCE sEcTioN Apo/Tow T !oh PREPARED BT SINTON ROAD COLORADO SPRINGS, CO 80907 COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF TIE ARMY LIGRANDITO DISTRICT, CORPS OF DIGNIERS PREPARED FOR IN COOPERATION MTN COtORADO WATER CONSERVATION BOARD E 1,271,000 0o . 0 U • 5031 F. N 592.000 :- X 06k8=_5079.9 -` - 076.2 - x N 593.000 219 N 590,774 E 1,272.802 `__ 490 1c 5100--51067 � S�r�Or 7- D�DER CONSTRUCTION ` ' 3083.6�- 50872 maLQyItO¢�t_ •' I 5120.7 ._. — --_--50337 ' 5 43.9 5045043.2$6'40DENVER-8-RI"GRANGE-WESTERN R - W.L. X 5024.4 28.2 Q- IE.z COL ORAO° t it I x x5030.7 5028.2 x 5029.4 0�30 r \ -x 1029 5033.2 ��\ • 5033. X 5032.2 5034 2 x X ?�5150.9 • • d1 x - \� 5120 MATCH SHEET C-72 T 6,40 5111 t-5130 5120 N 594.000 -�b� r 5106.4 X A. _ x5035.7 5035.5 x 5034 6 x / O°° 222 N 593,195 E 1,274.413 rJ'r ; --7— — 51031 5037.7 '5035.8 . 37.0 X E 1,2 74,000 223 N 593,397 E 1,274,564 223 E 1,276,427 112 .-... UNDER.�+.+ CONSTRUCTION TRUT ON 5075 7 5050 Zone X C-7I 0 A ti 84515 OF HORIZONTAL CONTROL ENE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOwWG IUS: s GS AND/DR USGS) TRIANGULATION STATIONS WERE USED, NAME ORDER COOROwATES CATHERINE 2n4 x+ 1,5t6,508.42 Y. 581,255.76 GNAT 3,o x:1,231,566.6G Y. 523,643.1G OASIS OF_V[IfLIC4L_GQNTHOL USC 6 c; SEA LEVEL DATUM 6ASCD ON THE roLLOwING UENCHUAN0. NAME 0.156 487074 PS G O x etl7 ORDER 2nd 2ne LEGEND H0R12 CONTROL VERTICAL CONTROL BENCHMARA PHOTO CENTER rt rvAT10N 6192.204 4 869 860 GR10 POINT - CROSS CROSS SECTION POLC --.--- FENCE TREE BRUSH ce SCRUB _f+ I FOUNDATION o• RUINS • J SECTION LINE FOUND SECTION CORNER UNFOUND SECTION CORNER 1 -� — APPROx, SECTION LINE COMPILATION BY PHOTOGRAMMET RIC METHODS FROM 5 C.E L. VERTICAL AERIAL PHOTOGRAPHY TANEN NOV. 15.16.E 17• t9R2 THIS men COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 62 ANALYTICAL SURVEYS, INC 0167 SINTON ROAD COLORADO SPRINGS, CO 80907 303- 593.0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRICT. CORPS Of ENGINEERS 030 CAPITOL MALL SACRMAEP0O, CALIFORNIA 454144744 PREPARED FOR GARFIELD 5 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, .942 JUL 1987 x E 1.2' 5.000 E I .2 76.000 N 589,00C, x50271 50274 x 50291 rl ' c 5036 2 Zone p� 50274 x 5027c x x•- 5,30 5 5t41 3 21' N 588,176 E ;,274,473 N590.00i \ 5032 9 x50/ 219 N 589,447 E 1,224,331 218 N 589,343 E 1,274,383 220 N S89,408 E 1.274,48 MATCH SHEET 5034 8/ 50339 5030 3 50338 x 50350 5039.3 5039E %. \ x x �,°n 5039.8 % 54 3 0T` u5 yanC X 17 50462 WATER ELEV 5C298 509 �+{{// CAT TLE GUARD C-71 5033 9 IJ 591,00C, x 50375 90589 50315 x p0378 , !,50401 5039 f 50415036x98 f x \ x 50415 50358 • 1 SCALE 1- 1 N 1 x50373, )41 50430 xh PILE :' x50389 \•a. r 221 221 N 591,323 E 1,2715,891 221 N 590,522 E 1.2 76.506 221 N 590,112 E 1.276.828 221 N 589,763 F 1,277,495 50399 x50376 5037 x x • 0388 5035 8 x 5040 5037 0 352 N 592.00f. x\0 5040 t 50374 % 5039 5/ z 7 I 39 3 NSE BRUSH 5036 S r 5046 5039 2 50404 x i 5040 2 4 1- 5:,46 9 504U4 r% 5039 I / 50431 50384 XI 0 50402 • �. 13 '++ w h�A0 W `0 : yDgO/ 50406 504, 2 5070 0 5090 MATCH LOGE BAT ILE ME NT MESA CO GINGER', 8 ASSOCIATES INC . u/60 222 N 590,443 E 1.276..77 E 1.279.000 r I,004124N1A1 CONTROL INE -.t .*ADI' STATE PLANE COORDINATE TI M. CENTRAL :ONE, LAMBER I CON,'.1NMA. rI 'C PROJECTION. THE FOLLOWING IUS: h G. AND/ON USGSI IRIANGUI AMA STATION: *ER( USES NAM! ORDEN COORDINATE`. CAI HE RINI 2n4 .: I,516,5004: r: 581,255 71. GNAT 3.0 .:1,231,5666', : 523,643 v. 8A61L Cr vERTICAL CONTROL uSC a G: SEA LEA. DATUM BASED ON THE FU, LOWING BENCHMARKS NAME OPOEP 1 L E VATION D•154. 2AA 6,92. 284 487074 PS ?no 4869860 4.27 LEGEND HOR12 CONTROL vERTICAL CONTROL BENCHMARP PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH o' SCRUB _T` •I FOUNDATION Iv RUINS J SECTION LINE ± FOUND SEC 110N CORNED UNFOUNC SECTION COPNER APPR0, SECTION LINE COMP' ANON Br PHOTOGRAMME TRIO METHODS FROM 6' C. F L. VERTICAL AERIAL PHOTOGRAPH. TAKEN Nov 15,16,617, 1982 t NIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY ANALYTICAL SURVE`IS, INC 4,67 SRFTON ROAD COLORADO SPRINGS, CO 80907 303.593.0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INlENVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD 8 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 N 557,000 N 5118,000 N 589.000 N 588.000, MATCH SHEET c - 7: N 547,000 217 N 58E1,871 E 1,271,195 216 N 506,ZA4 • 1.270.730 215 N 587,702 E 1.270,325 214 N 526,906 E 1,269,734 N 590,000 5035.5x 5102 3 \\ \\5102 9 11 \\ 1\ o \ 1� 215 N 586,799 E 1.271,227 215 N 586,319 E 1,271,176 214 N 5136,579 E 1,270,123 214 N 585,9130 E 1,270,319 MATCH SHEET 50331 I 039.5 ', 503' 5 I x I x . x 5029 1 x L-7, 5029 5032 4 ' 5032 7 Ix x 5041p \ -I 5034.8 • 1/ 50308 5)9294 5Q274 - AiCA �/ k _ 50230 50267 9830I k1 i �\ NB x'1 \,- N 599,979 J 1,2)2,153 N. ,` 50318 X %Soz6 e •I zone 50330 1\ •° • 50459. °f1 o I II'X50484 :11 I.4 Ily 21 11 1 5075.9 I x o 2 t ` x 5074, 5059.5 '\ 507 8 p 5028 1_ 0 , x 1 ti• 5030 2 IX a504111 17 • o II 11 3 x5025.8 `5023 1 7 x4 �5jj0^2• 5 2 X11,, n MATCH SHEET C-74 Y 5028 5028 9-rer1 \ ` x.`,5021.5 X. 54 90 5027.9 !21) �020gx x •} , 1 029 8 -, . r { x 5027 0 •1 50271 x 217 N 58tt,03) E 1,272,304 "•••••• k X 5025 4 5023.2 x 5025.2 ! • x \ x5027 5024 9 x 0231 x5023\7 1 `111 I \.\\ J 5015 PILE :11 % %0271 x5024 8 x0199 E 1,271.000 5023.T• x • 50271 x x 5028 7 50273 jooA 5026 8 x + 50265 '50252 x x r� ts025 2 50251 9841* • 51293 ti> 51311 \\ \ 50870 k JO O 5024 2 r;► 50473 5056 9 X X5066.6 x , t \: / - • 34,:44 • 0.0- 3100 MATCHwSHEET C-75 0. E 1.272.000 • L, 1.°-/ N+ 586.000 5070 5 Il 216 1 N 585,314 \E 1,273,560 ,216 \\o \\ 9 7\O V 5083141 1\ Ili I I -.1, 111 50816 M/li/, /� 50790 C-73 N 585.000 BASIS OF HORIZONTAL CONTROL 1 HE cot°RADO STATE PLANE COORDINATI. SYSTLM, CENTRAL ZONE, LAMBERT CONFORM/4 CONIC PROJECTION. THE FOLLOWING IVSC 6 GS ANO1OR USGS1 TRIANGULATION STATIONS WERE uSEO NAME OROER COORDINATES EAT/IE R1NE 2n0 x : 8,516,508 42 Y581.255 78 .; N A t 3.0 x. 1,231,566.60 Y+ 523.64310 DAre. 01 VERTICAL CDNTNUL uSC N GS FOLLOW FOLLOWING BENCHMARKS° THE NAME ORDER ELEVATION D•156 2Ra 6192.284 4970 74 PS 244 4869960 4.1T LEGEND HORIZ CONTROL VERTICAL CONTROL BENCHMARP PNOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH 41 SCRUB J1 FOUNDATION 0. RUINS SECTION LINE • FOuND SECTION CORNER - I UNFOUND SECTION CORNER — — APPROX. SECTION LIN: COMPILATION BY PHOTOGRAMMEERIC METHOD! FROM 6" C.F.L. VERTICAL AERIAL PNOTOGRAPNY TAKEN NOV. 15,16.817, 1982 THIS MAP COMPLIES WITH NATIONAL MAR ACCURACY STANDARDS PREPARED 89 ANALYTICAL SURVEYS, INC 4167 91NT0N ROAD COLORADO SPRINGS, CO 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 Z- CONTOUR INTERVAL - 2 LEE' COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD IS MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 E 1.269,000 E 1,270,000 N 584.000 N 585.000 N 586.000 N 587,00( 209 6 5R3,662 F 1,265,514 209 N 581,920 E 1,267.033 209 0 0 0 0 0 A• A, 5040 SCrvb �K�5030 5025 5x - 5006.5 x 2,0 N 683,999 E 1,266,9134 210 N 5e 3,38: E ,267,288 210 N 583,10E1 E 1,e67,147 210 N 5E13,024 ( 1,267,94, 50230210( 50459 50426 50327 • g• x5044 5 40 21 5005 8 x N 583,000 MATCH SHEET C-75 2 r1 N 584,620 E 1,267,933 211 N 583,1395 E 1.268.5E18 5058 2 212 N 584,533 E 1,269,701 - DIN1.1211111 212 N 5135,106 E 1.268,385 3 5040 8 >.©. 213 N 5R5,303 1,770,004 213 213 N 585,929 1,269,006 50410 I_' <, E 1.269000 U 1- 4 G • ,A N , _____„,ry ,---____ ____--_______--------r-_-.„7-„ ..t.---NiT, ram• / / — /\ /,. '�- � • HBO BASIS OE HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSILM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTKTN. THE FOLLOWINO (U$C 6 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED NAM!' ORDER CATNERWC 2na GNAT 3,a COORDNATES x 12,5,6,508.42 Y. 561,255.76 x ■ 1,23/566.60 r e 523,643.10 Uns15 or vERT,r.eL CONTROL USC 6 OS SEA LEvEL UA1UM BASED ON 1N( EOLLOWINS nrkc,lMAR,. S NAME 0.155 487074 05 L> X 4, T7 ORDER 2„d 2.8 eV tem t..0.1880 LEGEND NOR12 CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH 0. SCRUR T 1 1 FOUNDATION o, RUINS SECTION LINE -f- FOUND SECTION CORNER UNFOUND SECTION CORNED A PPROY SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6- C.F.L. VERTICAL AERIAL P110TOGRAPHT TAKEN NOV 15.,6,817, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY ANALYTICAL SURVEYS, INC 4t67 51NTON ROAD COLORADO SPRINGS, CO 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRIC1. CORPS OF ENGINEERS AS0 CAPITOL MALL SKAAMENIO, CAUIORNM 95A14.4791 PREPARED FOR GARFIELD & MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 JUL 19A7 N 582,000 C-74 .� x5005 7 .S x5004 3 f diro I.Y 1 X 4999 N 552,000 • �5 50054 .7oi4 AE 5005 0 / 0 so�o� 5030 i // N 593,000 MATCH SHEET C-74 .17 -\ •-5055 0 ".053 5 N 584,000 , /s/•/ 5053.8 X /,/ 'S059 8 209 N 562,267 • E 1.269,989 7 ", . p r I — 1 r (L \s ( I ; ,I> \\ 1 1 ` Iy/ 2n N 583,822 E 1,269,850 • Y 00 O' 210 N 583,125 E 1,269,325 • N 585,000 • sloo� • ve Irf W 0 c W BASIS OF HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IUSC 6 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED, NAME ORDER COORDINATES CATHERINE 2na x 1,518,508.42 r: 581,255.78 GNAT 3ta x 1,231,588.60 Y. 523.643 10 BASIS OF VERTICAL CONTROL USC B GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORDER ELEVATION 0.156 2na 6192.284 487074PS 2na 4869860 S.EGEND • HOR12. CONTROL O VERTICAL CONTROL X BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION n POLE ▪ FENCE TREE BRUSH 0r SCRUB — 1' I I FOUNDATION 0' RUINS SECTION LINE -+- FOUND SECTION CORNER 1- UNFOUND SECTION CORNER — — APPROP. SECTION LINE COMPILATION BY PHOTOGRAMUETRIC METHODS FROM 6- C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,8 IT, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED Br ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT Of THE ARMY &ACRAAHMO D611110, CORFS 01 ENOIIIEERS 850 CAPITOL MALL 3AUAMENI( CM IF06 A 158t4UW. PREPARED FOR GARFIELD B MESA COUNTIES, COLORADO N 579,000 N 580,000 N 591,000 7C-75 IN COOPERATION WITH COLORADO WATER CONEEIMTION BOARD DENVER, COLORADO DECEMBER, 1992 JUL -r tan E 1,261,000 CO 0 0 0 ID 20, N 580,528 E 1,260.956 201 N 582,000 0 r • i l �o 1 ;` UNA (' 4999 4 A� ./p • • x 94�7`a'aC 4997 0 V'MI 9874 x ▪ 4989 _ -Y\ 202 N 580,996 C 1,262,515 202 N 579.362 E ',263,929 `03p o 5013 2 - K 49876 } 4988 3 x 4990 499 x 499i 0 x N �I a wL 1/ x 498 - 4992.7 x • 4992 8 x 49879 a PILE PILE PILE 994.3 ) 4988.7 203 N 581,270 E 1.262 .941 204 N 5E11,305 E 1,262,995 WES7EoA for — RV IN 1 5002 8 x PILE PILE 499h x 205 N 581,330 E 1,263,034 N 583,000 206 N 581.622 E 1,263.465 4999 49991 0 49978— x� P E� 0 95 9 • a1 50?36 Sp?0 206 501'8 - 0- 1 5010 50 x \ OPEN ST N, Y`tiv x4. N '4996.5 x 4 15020 2 50213 x .B 5023 85023 S01T8 0 502 4 3 AGE. 4998.4 x 49983 x -u 7 TAAVEL!RS HIOHLANDB IVISION J \5002.2 x �\ 5001.8' x N 5R4,000 207 N 582,243 E 1,264,450 )1{47. 208 -4.` 5033 4 . _ S0082 �\ XS006 9 ,) `.1 5002.6 "-, x /`_ 5 .nl 1 49999x G MATCH SHEET C-77 208 N 582,997 E 1,264,980 8 0 Io N W W 5024 5 c x ji72 5021.3 x - 5026.9- 2.50176 534 x Ar 5009.1 x 5005 5 R BASIS OF HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTLM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IuSC 8 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED' NAME ORDER CATHERINE 2na GNAT 3.0 000R5NATES x: 1,516,50842 Y: 581,255 78 x. 1,231,566.60 T= 523,643.10 OASIS Or VERTICAL CONTROL uSC a GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME 0.156 487074 PS 0 x _11 � I ORDER 2na 2na ELEVATION 6192.264 4869.860 LEGEND HOW CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE ORUSH a SCRUB FOuNDAT ION 01 RUINS SECTION LINE ▪ FOUND SECTION CORNER UNFOUND SECTION CORNED — — APPRO.. SECTION LINE COMPILATION Br PHOTOGRAMMETRIC METHODS FROM 6' C.EL VERTICAL AERIAL PHOTOGRAPHY TAKEN NOv 15,16,E 17, I982 TN1S MAP COMPLIES WITH NATIONAL MAP ACCURACr STANDARDS PREPARED Br' ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLORADO SPRINGS, CO 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FELT COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT 0r THE ARMY 3ACRANEIRO DISTRICT, CORPS Of MINERS IMO CAPIT17l WILL &IOTAMnna C4001I96A 95RT.47a. PREPARED FOR BARFIELD 8 MESA COUNTIES, COLORADO TN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 Jut Ion 1. 579.000 N 580,000 N 581,000 X• 5024 7 75031.9 5036 2 �50326 CO RO.339 202 N 578,720 E 1,263,673 N 579.000 49961 % 499 x 4 t4"-t, N ▪ 577,736 E 1,264,024 K � 203 N 578,513 E 1.284,769 203 N 579,220 E 1,264,798 203 2Q4 0 H 579,247 204 E 1,264.843 1D N 57E1.524 E 1,264.912 204 205 205 N 579.269 205 E 1.264.901 N 578,520 E 1,264,870 4997 3 x 50056 '5009 8 5008 3 O N 500.000 MATCH SHEET C-76 4998 4 \ x / 499 4999 2 206 49991 4998 6.- �- x k49993 50003 5000 3 5000.9 Zo'it AE 4995.3 4996 49969 x ) 'RUIN ‘N_ _ 'L 206,C0 R0 300 TRAVELERS HIGHLANOS SUBDIVISION 0 O 0 206 N 578,476 E 1,266.864 5001 x 50011 k 207 207 N 579,903 E 1,266,531 207 N 578,945 E 1,267,525 N 581.000 `1x59950 i 0 50030 7 5002 3 x 50017 50013 x Yr oa r"‘.5052 3 C 'or 5004 X X-- 50013 50131 3.1 999 2 x5005 7 .10 ,N 50x02 49977 49972 x 4994 9 XC c�“Efr 5003 0 5003 7 X x Ll 5019 I 206• N 579,598 `-� /• •h E 1,268,397 _ 1 04S15 OF HORIZONTAL CONTROL THE COL04ADO STATE PL ANC COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONTORMAL CONIC PROJECTION THE FOLLOWING (USC 6 GS ANO/0R USGSI TRIANGULATION STATIONS WERE USED NAME ORDER COORC9NATES CAT TIE RINE 2na x,I,516,50842 Y. 581,255 76 GNAT 34! Ira 1,231,566.6E 7' 523,643.1E BA515 CW vER1ICAL CONTROL USC B G5 SEA LEVEL OAIum BASED ON THE FOLLOWING BENCHMARKS NAME ORDER ELEVATION 0.(56 end 5182.284 487074PS 2n0 4869860 LEGEND • H0R12. CONTROL • VERTICAL CONTROL X BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE • FENCE E I TREE BRUSH o• SCRUB FOUNDATION 0. RUINS SECTION LINE FOUND SECTION CORNER UNFOUND SECTION CORNER -- APPROx. SECTION LINE COMPILATION BY PHOTOGRAMME TRIO METHODS FROM 6• CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,017, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 07 ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLORADO SPRINGS, CO 80907 303- 593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACITAMORD CRITIC!. CONS Of MINERS S 130 EAF08. MALL SACK MORO, 048ORNM 168144791 PREPARED FOR GARFIELD 5 MESA COUNTIES. COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO E 1,266,000 N 576.000 N 577,000 N 578.000 C -77 OECEMRCR, 1982 JUL 1887 0 8. N W• W x • 4997.5 25.2 e I u 2• 11. • o N 577.000 196 N 576,649 E 1.258,027 196 N 575,936 E 1.258,390 + 197 N 576,756 E I,258.:,80 97 4990 198 N 576,970 E 1,259,198 5028.9 5028.8 5039.2 -� k 5030 — 8o397x 00 :F 6020 197 N 575,634 E 1,259.467 197 N 574.870 E 1,260.359 RIO DENVER �_- R. R. ESTERN_�— GRAN . 502g 7 O K 198 '5039.0 , ••• 50396 199 ,. J 198 N 576,510 E 1.250,329 SO40 19B N 576,224 E I,261,257 199 N 577,1107 E I.260,963 199 N 576.340 E 1,261,429 '99 N 67E1,163 E 1,259,646 200 N S76.305 E 1,261,623 g. N 579,000 5020 - 5019 6 x• xr' 49865 4, ry X N0577,959 E 1,261,454, Sa" N 560.000 N0579,773 E 1.260.454 5040 • • 5037 8 , = �5041.7 G%a - 5020 -50r x 379 50379J \ 56 3 N • 4989, Ir x x 4 49901 V "5 x 144 1�49871 4988.9 • x E 1.262.000 4989 7 x 4988 2 x ^ 119847 . 83 7 4991 I x - x•4986.5 49134 7 ) 4992 9 —49918 1 4989 3 4....,...../ x x 49929 90 3 54992 3 x 1 , 4990 7 x x 49905 4990.3 4992 2 x4 -. -J ,4 .3 49893 49990 x x, 4992 3 7"." of 4 99274- 9 9\ 5000 • 5010 .0162� - T 5025 201 ---;• 1D N C W ( • 1- u 1- W Z / V) u 1 3 ,r 50456 201 �w , N 578,503 E 1,262.".' 201 N 577,636 E 1,263,765 201 BASIS Or HORIZONTAL CONTROL IHE COLORADO STATE PI ANC COORDINATE SYSTLM• CENTRAL 2ONE ,LAMBER, CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 GS AND/OR USGS) 7R14NGUL4T,0N STA, 10N5 WERE USED NAME ORDEN COORDINATES CATHERINE 244 x. 1,516,508.42 r: 584255.78 GNAT 3rd xa1,231,565.50 r: 523,643. it) 4A5I5 OF vERTICAL CONTROL uSC 6 GS SEA LEVEL DATUM BASED Oh THE FOLLOWING BENCHMARKS NAME D•156 487074 PS L• 0 x 4.17 ORDER 2n0 24o ELEVATION 6192 284 496986C LEGEND HOR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID P01N1 CROSS SECT ION POLE FENCE IRE( BRUSH o' SCNuB _I I FOUNDATION a RUINS SECTION 11NC ▪ FOuND SECTION CORNER —1— UNFOUND SECT 'ON CORNER 1 APPRO... SECTION LINE COMPIL ATKIN Br PHOTOGRAMMET RIC METHODS FROM 6- C.FL VERTICAL AERIAL PHOTOGRAPHr TAKEN NOV. 15,16,817, 19BZ THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLORADO SPRINGS, CO 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL. - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENIO WW1. CORPS OF ENGINEERS 650 CAPITOL MALL SACV EN10, CALNORIu 951144794 PREPARED FOR GARFIELD S MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENY ER, COLORADO N 575.000 N 576,000 C-7A DECEM8ER,1962 JUL 1991 E 1.257.000 C 1256.000 MATCH SHEET C-78 E 1.259.000 0 8 4, 193 N 575,210 E 1,255,3713 195 N 576,237 E 1,257,143 194 194 N 576.090 E 1,256,430mQ• /5013.8x 49860, 193 N 574.665 E 1,255,798 193 192 N 574,432 E 1,254.755 N 574,000 o 0, g x 5003-6 • / 195 SHE C-80 0 00 0,0 vP+o v,n 4962 8 °.4193 N 574,310 E 1,256,7n 197 N 573,5R3 E 1,755.996 x4976 5 // 1+p ;44976.3 4975.8 195-194 N 574.747 E 1.257.45, 8 y0 196 N 574,892 E 1,258,303 196 N S74,530 E 1,257.834 2 0 0 0 z BASIS OF HORIZONTAL CONTROL THE COLORADO STATE PL ANC COORDINATE SYSTEM, CENTRAL ZONE, LAM6ERT CONFORMAL CONIC PROJECTION THE FOLLOWING (USC 6 GS AND/OR USOSI TRIANOUL ATION STATIONS WERE USED NAME ORDER COORDINATES CATHERINE 2na x:I,516,506 4c Y_ 581,255.7P GNAT 3ra x.1,231.566.6E. r, 523,643 1S BASIS OF VERTICAL CONTROL USC 8 G. SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORDER ELEVATION D•156 244 6192.294 4e70.74 PS 2na 4869860 LEGEND ✓ HOR17 CONt8OI O VERTICAL CONTROL Y BENCHMARK 4.41 PHOTO CENTER GRID POINT CROSS SECTION POLE ▪ FENCE TREE BRUSH co SCRUB T I I I FOUNDATION o. RUINS SECTION LINE -}- FOUND SECTION CORNER -- UNFOUND SECTION CORNER - - APPROx. SECTION LINE COMPILATION BY PNOTOORANMETRIC METHODS FROM 6" C.I.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,517, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED By, ANALYTICAL SURVEYS, INC. 4187 SNTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEE T 200 .0 0 ---__-200 400 • CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY MEMENTO DISTRICT. CORPS Of ENGRIEERS 650 CAPITOL MALL SACRAMENT(. CALUORNIA 16,14479E PREPARED FOR GARFIELD 6 MESA COUNTIES, COLORADO 1N COOPERATION WITH COLORADO WATER CONSERVATION 80AR0 DENVER, COLORADO DECEMBER, 1982 C - 7 9 Jul t987 E 1,253,000 E I.25A.00c, 00 186 N 570,513 E 1,251,259 4990 186 498 4953.0 x 4953.2 x 4948. 186 N 568,640 E ,,252,376 186 N 568.018 186 E 1,252.691 E 1.251.000 187 N 570,808 E 1.251,902 . '934.3 x '950.7 187 E 1.252.000 lee N 571,393 E 1,252,433 y% III • 1l f _ 49711.2 x 4977.2 8 N 570,057 E 1,252,635 7.0• 187 N 569,506 E 1,253,666 • 4993.21A *EST IB 8 N 570,124 E 1,254,056 leg N 572,258 • E 1.263,100 Zone AE 189 N 571,141 E 1,254,645 190 N 572,841 C 1,253,550 4962.5 191 N 573.766 E 1,254,250 ,R 5000 0 190 N 572,074 E 1,254,705 N 1 e 191 N 572,939 L 1,255.331 r BASIS or HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE STSILM, CENTRAL ZONE. LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 GS ANOKTR USGS) TRIANGULATION STATIONS WERE USED NAME ORDER CATHERINE 2,111 COORDINATES xr 1,518,508,42 TT 581,255.7R GNAT 3rd xs 1,231,566,60 TT 523,643.10 BASIS Q VERTICAL CONTROL USC 8 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME D•156 487074 Ps C7 ORDER 2nd 2nd ELEVATION 6192.204 4069.060 LEGEND Hon CONTROL VERTICAL CONTROI. BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION o POLE FENCE TREE BRUSH ,. SCRUN r01NDAT ION o, RUINS SECTION LINE -}- FOUND SECTION CORNER UNFOUND SECTION CORNER - - APPROs. SECTION LINE COMPILATION DY PNOTOGRAMME ERIC METHODS FROM G' CCL. VERTICAL AERIAL PHOTOGRAPH,. TAKEN NOV. 15,16,617, 1962 THIS MAR• COMPLIES WITH NATIONAL MAP ACCURACr STANDARDS PREPARED II, ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLORADO SPRINGS, CO 80907 303-593.0093 SCALE IN FEE1 700 0 ?EX) CONTOUR INTERVAL - 2 FEET 41r COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO IWTTRICT, CORPS Of ENGINEERS • 63O EA►BOL MALL SACRAMENTO. CALNORNIA 1511447T4 PREPARED FOR GARFIELD IS MESA COUNTIES, COLORADO 1N COOPERATION WITH COLORADO WATER CONSERVATION 80ARD DENVER, COLORADO E 1,255,000 E 1,256.000 C-80 DECEMRER, 1982 .NL 11417 E I.247.000 N E , .248.007 1.249,000 E 1,250,000 181 N 566,216 E 1,247,9 182 N 566,254 E 1,249,388 t eg - -` /0.9 45 'A, 183 N 567,424 E 1,249,532 { V\O -- Zone AE 183 N 569,239 E 1,246,593 494 5.0 1� N. 11 4947 4 5 h m 4950 Y - 4958.3 496 1.3 rtii �r� y ' 965.2 .18D N 564,3Q, LE 1,249,032 W.L. x 4930.8 [lei N 564,1434 E 1,249,154 V V .1 l \ 182 N 566,318 1 `' E 1,250,382 \ f '8 • U£S?ONI 183 N 567,251 E 1,249,856 YA 154 N 567,75? E 1,250,493 ,R4 N 569.134 E 1,749,803 \ w.t 4940.8 1115 N 568,787 E 1,251,181 31.14133 185 N 569,929 E 1,250,141 i ga0 195 1' — _ \' 185 N 567,939 E 1,251,21e ( 4961, 960 4963.6Y 4970 =4 - 4970 4949.E \ 495,. 4949.9 4963. 4949,0 m u 4 H 564,000 0. r BASIS HQIIIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IUSC a G. ANKH USOS) TRIANGULATION STATIONS WERE USED NAME ORDER CATHERINE 2114 COOROsNATES Y • 1,516,500 42 Y: 581,255 78 GNAT 3 r0 Y 7 1,231.566.60 Y , 523,643,10 OASIS Qr VERTICAL CONTROL. USC 6 GS SEA LEVEL DATUM RASE) ON THE FOLLOWING BENCHMARKS NAME )-156 487074ns ORDER Inn 2nd ELEVATION 6192 2E14 4869860 LEGEND HORN CONTROL (: VERTICAL CONTROL Y' RENCHMARK ./72 PHOTO CENTER OR,) POINT C0055 SECTION o POLE • FENCE TREE BRUSH or SCRUB 1T 1 FOE7NOAt10N 4, RUINS __ - SECTION LINE _•L FOUND SECTION CORNEP UNFOUND SECTION COR'NEP -- APPROY. SECTION LINE COMPIl AMR BY PHOTOGRAMMETRIC ME'•IODS r ROM 6 C VERTICAL AERIAL PHOTOGRAPHY TAKEN NOv 15,16,,.17, 19i32 THIS MAP COMPLIES w,TH NATIQNAL Men ACCURACY STANDARDS PREPARED 8Y, ICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 4C 77 CONTOUR INTE8vA1 - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT or THE ARMY NCRAM(NT0 DISTRIC1, CORPS OF t1rG111EE33 630 [AMIDE NAIL SACRAMENTO, CALIFORNIA 958144794 PREPARED FOR GARFIELD & MESA COUNTIES, COLORADO IN COOPERATION WITH COLOR400 WATER CONSERVATION ROAR0 DENVER, COLORADO C 1,251,000 C 1,252,000 DECEM6FR, ISA2 .1U1 IS91