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Home My WebLink About1.0 US Army Corps Study EASTCOLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD a MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 0 ' C-38 C-36 C-40 - !1) • g1.0 01.11".IN ASO. 14.0 1.1 MESA CO MOM% rif paa ."-t . 61 -v7i)=-;:.%,,, ---1.P-----.- ---piniaa a Zi";;Pf. WirelareffirAti I 41111Z litillailatialti_W-,1. P.\\*7-11"'t.ttf.L., ,-194A4' E 1,464.000 E 1,465,000 E 1,466,000 E •,468,000 i O 11 63.3 5675.0 '4-5678.5 N 567 291 N 633,538 E I,463,992 F91 N 63! 9T , E 1,464, 1 ' 791 2.1 It;12 32 21 i Zone Ai- v. S 63.10 COL 792 N 611,E14 E 1.465,107 792 793 N 633,782 E 1,466,920 x S652.2 63.7 i - X •. ADO 792 RIO N 633,092 OENVER 6 E 1.464.896 6 42 3 • 5695 5694.2 673.5 793 R7" N 633.354 x56.0.7 E 1,46E,064 1 E 4461,000 uT76 794 N 634,194 E 1,466,765 794 ,794 96 N 633,111E E 1,467,061 795 N 634,565 E 1,467,847 79y 795 N 633,971 SPUD' C 1.467.978 LIMIT i im0 u ff1' N 8 N a 3W� XW WW ■ ate. 20 0 0 0 '0 z 0 0 O '8 764 N 636.801 E 1,459,042 764 764 N 636,234 E 1,459.015 5680 765 N 636,560 E 1.460,451 765 5691.E 30UTN CANYON INTERCHANGE �r l• 766 5690 D VER 5 RIO ORANGE WESTERN RR. 765 N 636,019 E 1.460,121 766 H 635,757 E 1,461,004 7458 N 636 361 E 1,461,23 0695.3 N 635,943 1,462,032 767 86 N 635,511 E 1,461,683 Zor.'4 A 760 N 63.6,373 E 1,462,557 767 N 635,367 E 1,462,529 Zone. AE 635,302 E 1,462,586 709 E 1,46�0 ,167 77 769 N 635,124 —1-- E 1,462,242 1 769 N 634,943 E 1,462,411 770 N 634,961 E 1,462,409 770 N 635,05, E 1,462,166 771 MATCH 771 N 634,704 E 1,461,972 SHEET C-10-1- TOP 797 N 634,810 E 1,462,361 7B8 N 634.670 F 1,462,306 789 N 635,155 E 1,462,693 789 N 634,659 E 1,462,362 790 N 634,605 E 1,463,421 790 790 N 634,083 E 1,423,085 E 1,463,000 4 m z O 1J 4- La z z u a 2 0 0 0 OASIS Or HORIZONTAL COL THL COLORADO STATE PLANE COORORIATE 5YS78M, CENTRAL 20NE,LAMOERT CC•fORMAL CONIC PROJECTION. THE FOLLOveNG ;J%C 6 05 AND/OR USGS) TRIANGULATION STATIONS WERE USED NAME CATHERINE ORDER COCNONATES 2n0 9.1,516,508.42 Y z 581,255.78 GNAT 3,0 K• 1,231,56660 Y. 623,64X10 5 I9_ Qr v(RTICAL CONTROL 115C a 69 SEA LEYE1 DATUM BASED ON THE FOLLOwING BENCHMARKS NAME ORDER 0 171; 2.21 467074 RS 260 A 0 x ..a7 _77 1 1 ELEvAtiON 6192 284 41169860 LEGEND HOR,Z. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH or SCRUB FOUNDATION or RUINS SECTION LINE --I- FOUND SECTION CORNER UNFOUND SECTION CORNER — — APPROX. SECTION LINE COMPILATION BY ►HOTOGRAMMETRIC METHODS FROM 6' C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,817, t962 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 8Y: ANAL771CAL SURVEYS, INC. 4167 STNTON ROAD COLORADO SPRINGS, CO 80907 303-593.0093 SCALE IN FEET 200 0 0 200 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY Op,—, , 1Z AR\IY S.AC9WUCC 1' U 111G:I1t1R3 LIAR $ACRAMEIAI9 CAIICPRIA 958144791 PREPARED /OR GARFIELD S MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO E 1p59p00 E 1,460,000 E 1,461,000 E 1,462,000 C 10 DECEMBER, 1982 JUL t937 E ' .456,000 F 1,457,000 759 N r 3,-4-. • 1, .Ai l.\ —ram- - f1 — +' AA - Y TF '59 N 639,345 E I,455,:•.3 759 F ,4-•.• - 58 nR 760 N 638,751 E 1,456,369 760 5650' 5660 5645.4 X ` u l $ w474� 1 -LTA . .r. 1 N£tr Zot\e X 781 M 637,606 E 1,456,669 761 N 637.8,6 E 1,457.'57 ,.761 a,0 use 52 r ao E 1496000 II� .30O 5e • '0 762 N 637,225 E 1,457,558 ,J 762 .Mt4 E 1,1 T. 4• 7 .5660 ,670 566 76N636,900 E 1,450,248 763 1,459,000 763 N 636,366 6 1,456,141 EET C-0O 80TTOY i- _ , w 4 c. 0 • :1 40.e4- • 4`... 74C •ai h 649.4LA ,, ,.4;,• E 1.450.11_- E 7o. 741 ?AC N•-• : 4c 1, i.4'-,•14• 759 ,29 N 640.2.4 4 CAC,213 E 1,4.C,.:1 c ',45',554 735 N 640,197 E 1,450,210 6 n 74 !ti6 b 58 .1 ' X 735 N 659,276 E 1,460,619 • • a �.. '654.3■ i •4 h f -- ao •4 i 735 738 N 639,906 E 1.450,595 737 N 639,734 E 1,450,668 • a �a -T . Sfi�6.2 A 736 N 63s,042 E 1.4..0.0115 I+A:Cr• •H 1 �.. t.T'5.� T �r� 1 5537.2X 58 SO.-, X5.26- 56E6 34 752 H 640,600 752 E 1,451,645 N 639,346 E 1,451,494 738 N 640,045 E 1,451,225 737 N C.39,99: E 1,451,440 736 N 630,003 E 1,451,284 O 1 l •3c8 56 9 4. 05659.3 753 N 640,692 7.4 h noC;S'4 • •Jo. q • • -i '+',s eA.. • • 756.-40 . 4 0 5680.. -571.5_4 .,--moo_ 4 —� 565/,5— Al ,0—GakNOE *Es 753 N 639,564 E 1,452.324 60.R RIVER 633,8Y 5.6353X 5PO •. 565• 755 N 640,032 E 1,453,274 754 N 639,636 E 1,453,263 756 756 N 640,476 E 1,453,6 H 6?9,639 E 1,453.622 43, 55_ N i 7•E7 88Oo N 639,510 E 1,453,960 755 N 639,604 E 1,454,121 M 640,215 E 1,454,129 758 N 639,139 E 1,454,440 ET C-II - TOP -I_ 8A$1$ OF HORIZONTAL CONTROL' THE CDLO /ADO STATE PLANE COORDINATE SYSTI M, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USE B t.5 AND.OR U9G9) TRIANOULATION STATIONS WERE USED NAME ORDER C00ROINATES CATHERINE 2n4 X .1,516,508.42 Y c 581,255.78 GNAT 310 X e 1,231,566.60 Y : 523,643 10 aas,S OF VERTICAL CONTROL uSC R GS SEA LEVEL DATUM BASED ON THT FOLLOWING BENCHMARKS NAME 0-156 4870.74 P5 l3 7t ORDER 2n0 2nd ELEvAT10N 6192 284 4869860 LEGEND HOR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GPO POINT CH055 SECTION 4 POLE FENCE TREE 98U9u or scRUS 1 1 FOUNDATION or RUINS SECTION LINE -I••- FOUND SECTION CORNER UNFOUND SECTION CORNER — — APPROX SECTION LINE COMP. ATOM BY PHOTOORAMMETRIC METHODS FROM 6" C.F L, VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV 15,16,8 17, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY' ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COL0RAD0 SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRICT, cowl OF ENGINEERS 650 CAPITOL MAIL SACRAMENTO, CALIFORNIA 95114.4794 PREPARED FOR GARFIELD B MESA COUNTIES,COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO E 1.450.000 6 1,4 5,,000 E 1,452,000 E 4453,000 E 1,454,000 OECE1BER, 1882 JUL len r 1,446000 C 1,447,000 1.445,000 L •,445,000 276 31 33 728 N 639,359 E 1,444,927 3 728 N 639,739 E 1,445,009 --5680 O 729 729 N 638,962 E 1,445,717 5855.3 x s 1 Orchard 1 343271, Z one X go8,0 5630 730 N 638,667 E 1.446,336 729 N 639,864 E 1,446,146 5800 4(5828.8 N 5662.3 3640+ 31 N 637,989 E 1,447,036 730 N 639,765 E 1,446,982 5990• -0940 593C 5920 3910. x 5.65.1 Co^r \ Con4 99310 731 N 638,743 E 1,447,58A 731 H 659,662 E 1,447,807 ,r SC125.2 x 5629. 3 732 N 638,651 732 E 1,448.300 732 N 639,564 E 1,4 4E3,283 026.5 x 60 _eo o e2 'o 732 N 638,147 E 1,448,405 733 N 639,124 E 1,449,120 N 639,959 E 1,449,096 733 N 838,420 C 1,449,330 4 Pi3639,645 E 1,449,174 11 eo 0 0.40 9a 10 34�, 6% y8' SSA 733 .5702.7 /. D 5 I � 0l e it • 56391i 1 W. L 0f3 x 3600.3 734 1 N 630,6E19 E 1,449,717 .3 ' n u z io 7 VI OASIS OF HORIZONTAL C044TR0,j tHt COLORADO STATE PLANE C00R01N6TE MILK CENTRAL LONE, LAMBERT CONFORMAL CONIC PRU,ICCTION. THE rOLLOWW6 NBC 8 O9 AND/OR USGS) TRIANGULATION STATIONS WERE USED, NAME DROER CATHERINE 2nd COORDINATES Y 21,516,50042 Y: 681,255.78 GNAT 3rd x: 1,23066.80 Y2 523,643.10 BASIS OF YERTICAL CONTROL USC 8 GS SEA LEVEL DATUM RASED ON THE FOLLOWING BENCHMARIIS NAME 0 •I56 4870 74 PS Q 0 X ORDER 240 254 ELEVATION 6192.284 4E169860 LEGEND NOR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER OR1D POINT CROSS SEC IION o POLE FENCE TREE BRUSH of SCRUB _rr I FOUNDATION or RUINS SECTION LINE FOUND SECTION CORNER UNFOUND SECTION CORNEA - APPROY, SECTION LINE COMPILATION BY PHOTQGRAMMETRIC mEtHOoS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1952 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY, ANALYTICAL SURVEYS, INC. 4167 9R4T0N ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 t U�II CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SALRAMENTO DISTRICT, CORPS DE ENGINEERS 650 CANTOS MU S/CRAMENTa CAWORNIA 95814 4794 PREPARED FOR GARFIELD 8 MESA COUNTIES. COLORADO IN COOPERATION WITH COLORADO WATER COH8ERVATION BOARD DENVER, COLORACx3 (" r) �,-I� DECEMBEA,1982 JUL t9RT E 1 441,000 E 1,442,000 E 1 443000 E 1444,000 g \\ • --Z// EE •</ cARM / — /"9 ../ /`722 N 636,592 E 1,440,119 1 GO' 6250 724 N 639.038 E 1.40'.049 \ s7� \••.s.„, v0 v 15612 • .-r 23 so. E .474,,077 725 639.564 E 1,442,030 5824' S810 � �SROA `-077 \ ` TVO__ Y5775` 3 S770 64A y .00/ 38' srP.0O.' ' 7Y f X 725 3632.9X 1636 2 / E72 11,442.214 N25 6313,311 E 1,442,556 j 5633 6 N2618.538 E 1,441.419 726 N 840,08, E 1,443.149 726 N 639 443 sb" f 1,443.291 727 N 640,383 E 1,44'5,862 5 9617 2 '�1P-�11� ✓ So30 56133 5627.3 d6.I — 618 �5819�.q� L'26 N 638,464 RIVERBEND r 1,443.606 SUBDIVISION x (3815.2 20.3 727 N 839,406 E 1,444,039 726 11 639,139 E 1,444,716 . t i § $• z uATCb. SHEET C—t2 BASIS OF HORIZONTAL CONTROL, THE COLOTADO STATE PLANE COORDINATE SYSTEM CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (uSC 8 OS AND/OR 9909) TRIANGULATION STATIONS WERE 99E0: NAME ORDER COOROMATE9 CATHERINE 2n4 x=1,518,508.42 Y. 581,255.78 GNAT 3.0 x: 1,231,586 60 Y : 523,643 10 OASIS OF VERTICAL CONTROL USC B GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORDER ELEVATION D'156 2n0 6192.284 487074 P5 240 4869860 LEGEND Q NOR1Z. CONTROL 0 VERTICAL CONTROL X BENCHMARK 4;rr PHOTO CENTER GRID POINT CROSS SECTION 4 POLE FENCE TREE BRUSH 4r SCRUB I FOUNDATION or RUINS SECTION LINE FOUND SECTION CORNER UNFOuND SECTION CORNER —_� APPROY SECTION LINE COMPILATION BY PH0T06RAMMETENC METHODS FROM 6- C.►L. VERTICAL AERIAL PHOTOGRAPHY TANEN NOv. IS,16,817, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED By, ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD CO4.0R900 SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 • 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIRUTARIr9 FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRICT, COAF9 DE ENGINEERS 650 CAPITOL MALL SACRAMENTO, CAUFORIAA 956144194 PREPARED FOR GARFIELD &MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION 80ARD DENVER, COLORADO 34 C-I3 DE274497R, 19R2 JI1l . Tory E 1,435.000 1,436,000 E 1,437,000 E 1438,000 E 143'3,000 .a` u • 2 • 36 55630 717 i717 N 638.030 I C 1,435,471 • 5620 71 B ti_ N 637 45R II E 1,436,500 0 ., -• _ - 0 o '~- 71A 0 .5s X55704 717 N 636,258 E 1435,373 717 N 635,783 E 1,435,229 5604 • 55735 718 N 635,336 E 1,435.133 719 N 637,413 f 1,437.328 ."r-s62o 720 N 637,364 E 1,438,155 55805x • 710 ,-�x� — - - r,.- � % 20 1 _ �` "..- N 636,348 718 S87O 558ggp0pr' „._ �. — C 1.4 38,t74 N 635.885 -� X ga00 4J t 720 E 1,436.399 5603.T _ ._- ._ --• N 635.663 — -- — — — E 1,438,575 5619.6 _ 721 N 637,433 E 1,438.818 • ." • 5670 N i 722 N 657.654 C 1,439,318 719 N 535,725 F I,437,24R %19 N 6a51Tid NJ,437,247 /5623.0 ,y9° 000 5 5620 5022 B 721 x/ /5623 3 721 N 636,659 E 1,439,012 721 N 536,108 E 1,439,403 2,1127 3S•34 j d T 0 0 , O 79 OK 2 1- x a u • 4. 2 BASIS OF HORIZONTAL CONTROL' THE COLOTA0O STATE PLANE COORDINATE SYSTEM CENTRAL ZONE,LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 GS AND/OR USGS1 TRIANOULATION STATIONS WERE USED, NAME ORDER COORDINATES CATNERINE 2r0 x:1,516,506.42 Y: 581,255.78 GNAT 3r0 x:1,231,566.60 Y: 523,643.10 oASI5 Of VERTICAL CONTROL use B OS SEA LEvEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORDER ELEVATION 0.156 2.0 6192 284 407074 Ps 2110 4869660 LEGEND n 80012. CONTROL p VERTICAL CONTROL X BENCHMARK •et PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH 01 SCRUB j5 I I FOUNDATION 0, RUINS SECTION LINE -�- FOUND SECTION CORNER UNFOUND SECTION CORNER APPROX. SECTION LINE COMPILATION BY PNOTOORAMME TRIO METHODS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,817, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED SY. ANALYTICAL S17RVEYS, INC 4167 S1NTON ROAD COLORADO SPRINGS, CO. 80907 303-595-0093 SCALE IN FEET 200 0 0 290 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRICT, curs DE ENGINEERS 850 61,110L MALL SACRAMEf7D, uuroRNM 9511H794 PREPARED PON GARFIELD 8 MESA COuNTIES, C0LORADa IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENV6 R, COLORADO ,1 1f b `, I� J DECEMBER, 1962 JUL 1'JB7 E 1,430,000 E I,431,OCC E 1,432,000 E '.433,00C E 1,434,000 .n i N N 639,227 E 1,429.51E K 35336 ti 710 N 638,161 C 1,430,25E 710 N 636,64E E 1.430,47i • J. ,J's x . • '10 vF 6n 711 N 637,160 E 1,430,390 6▪ - 369583 30 711 11 638,324 E 1,4 31,171 711 N 637,72E E 1.430,909 x 5563.2 712 N 636,578 E 1.431,369 712 713 7,4 713 N 636,5,9 714 E 1,43L425 N 636,473 E 1,431,505 712 N 638,480 E 1,431,942 712 713 713 N 838,43E E 1,471,953 714 5990.6 x X5500 714 N 638.407 E 1.432,040 `},3639 x K55 43 715 M 637,755 r 1,432.890 715 A 637,200 E 1,432,630 5932.7 x c 25 92. d5592.8 x5574,6 -.. 5570 715 118 M 63607C F 1,432,649 715 N 635.167 -I--E 1,432,795 5.3t1 s559 . ' 5t.8 1 550.3 • - X5556.9 by 1 x 5538.4 5,56 •S 6.8 Co, RD. 35 716 N 635,98E F. 1,433,937 N 1 5604,7x 716 N 636,391 --"'�• '�-'t' F. 1.434,068 716 or I163B,761 n E 1,434,573 ID 2 716 f 71e N 638,772 E 1,434,45E 1. 0 0' 10 z 0 0 '0 Zq 0 tl Z rr BASIS OF HORIZONTAL CONTROL, THE COLOTADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS AND/OR USGS) TRIANGULATION STATIONS WERE u9E0. NAME ORDER COORDINATES CATHERINE 2nd x=1,518,508.42 Y= 561,255.78 GNAT 3rd x= 1,231,566.60 Y• 523,643.10 QASIS or VERTICAL CONTROL. USC 8 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME 0.156 487074PS 0 4.27 ORDER 2nd 2nd ELEVATION 6192.264 4869660 LEGEND HOR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION 4 POLE • FENCE TREE BRUS11 or SCRUB _T1 1 FOUNDATION or RUINS SECTION LINE -�- FOUNO SECTION CORNER -I- UNFOUND SECTION CORNER 4PPR08. SECTION LINE COMPILATION BY PHOTOGRAUMETRIC METHODS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1902 THIS MAP COMPLIES WITH NATIONAL map ACCURACY STANDARDS PREPARED BY ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORA00 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 SAC TAINIM O DISTRICT. coon OF 1310111E313 636 WOOL MALL 6115LIMN►4 CALIFDRNW 65t1447M PREPARED FOR BARFIELD D MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION SOARO OENVER,COLORA00 C-I5 DECEMBER, 1962 JUL'. tor E 1 424 000 E 1,426,003 E 1,427,000 E 428,000 E 1,429,000 644 N 640,136 E 1,424 887 643 N 639.871 E 1,424.297 g4639,545 E 1.424,474 632 N 839.648 E 1.424,2 ( -55170 951 comezoi, x3346.6 5644.2 _ , C x 0 M1TCH SHEET C-16-1 E 1 425,000 12 5656.2 ,{` x 55882` - 641 N 639,168 :. E 1,424,492 640 N 639..75 £ 1,424.687 636 N 638,955 E 1,444.742 N37 639,904 E 1,424,570 636 N 636.762 F 1,424.576 N3639,671 E 1,424.563 634 N 639,613 E 1.424.59' 4 N 638,182 E 1,424,969 553..3' X5549.7I x 5549.9 x5544, • 6 39 N 639,282 E 1,425,154 633 N 636.699 E 1,425,103 639 N 639.196 E 1,425,306 633 N 638,720 E 1,425,379 43 643 N 640,238 E I,' 25,556 642 N 632,499 E 1,425,962 637 N 639,130 E 1,426J26 636 E 1,426,080 N3636,909 E 1,426.092 634 N 636,652 E 1,426.122 'Oa N4639,455 E 1,426.145 706 N 639,968 E 1,426,19 64 a* S. �'`▪ *�1 >> ��ILAlVER s . p. 9 I 637 .�_� ., g 06\701`x55. �maa��4R1y 0 E40 N 639,368 E 1,42 NXITE: FLOOD DEL In7EATI0,J ubtko f)OST IF' WALL StlOvLD FAIL. 838 N 639.282 E 1,426..30 NEW CASTLE x 5552.5 COL 04' DO �.7 ^e 4E S5,5 55.q NE* 3 63 706 =5 iL E N 639.298 E 1.424.129 706 N 630,254 E 1.426,265 Zone,)( 707 N 638,2 - Err E 1.427,210 s 707 N 639,821 E 1,427,004 555 556 3570 580 0 O 70 708 N 6IR,1S2 E 1,472,101 7,75' N 636.706 E 1,426,220 toe N 639,216 E 1,426,119 709 N 639,460 E 1,429.0 709 N 636,082 E 1,426.981 SE N 1 3380 156 sat 55.9 e 10 7, 4i n 7 BA515 OF HORIZONTAL CONTROL THE COLO 1400 STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 G5 ANON USGSI TR1ANGULATION STATIONS WERE uSED NAME ORDER CATHERINE 2.,0 GNAT 3.d COORONATES 8' 1,516,506.42 7: 5e1,255.78 8' 1,231,586.60 Y • 523,643,10 6A5,S 0► VERTICAL CONTROL- USC 6 OS SEA LEVEL DATUM BASED ON THE FOLLOWINO BENCHMARKS NAME 0.156 4870 74 PS X .:7? ORDER 2,4 2R0 fLEVAt,ON 6192 284 4869860 LEGFND HOR17 CONTROL VERTICAL CONTROL BENCHMARII PHOTO CENTER GRID P01NT CROSS SECTION • POLE FENCE TREE BRUSH a SCRt1B _ f - - J I I FOUNOATION CO RUINS SECTION LINE -,�- FOUND SECTION CORNS" 1- UNFOUND SECTION CORHLII — - *PPRox. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.FL. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,8117, 1962 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDAR05 PREPARED BY, ANALYTICAL SUURVEYS, INC 4167 9NTON ROAD COLORADO SPRINGS, CO 90907 303-593-00113 SCALE IN FEET 200 0 0 200 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF riff ARMY 1402 I TO OITIRKT, WW1 A moats ass C /171x NEII SocktuUdo, WI►ORNu 7i9IN731 PREPARED FOR GARFIELD 6 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO C—I6 DECEMBER, 1982 JUL 1911 E 1,420,000 E 1,421,000 E 1,422,000 E 1,423.000 E 1,424,000 O 6 2 c 8 613 N 636,641 E 1,422,507 614 N 636,07 3 E 1,422,020 609 N 636,606 E 1,421,5•9 TO c 608 N 634,702 U E 1,421.508 , 4 5590.3 V2 S 1.0 611 N 835,944 E 1422,434 612 N 636,944 E 1,422,434 613 N 638,778 E 1,422,609 810 N 636,395 E 1.422,691 614 N 636.352 E 1.422,961 55113.9 x _ "544 5685.5 33 8 N 834,513 E 1,422,248 • N 837,292 f 1.421,489 0 x 5523.E • V"a-e&.. (6. "~ `) -9_ \\fie- o ' • 4_ • `cf..,- • - ,\, •." '� 5606.8 5605.0 N 835,590 E 1,423,187 N E 630 h 638,075 E 1422,586 5551.6 631 N 658,52E1 E 1.423,417 �( ssao .11•1as..lrrrrr _ - 7 5520=ML'IF'uj�'.1 d fii 7i, � pJ� . tilzu L 4.. 615 616 636 023 1,42 .,595 616 N 636,085 E 1.423,681 APPLETREE PARK SUBDIVISION -6 617 N 636.123 E 1,423,724 61 7 N 636,689 E 1.423,90E 615 h 636,583 E 1,423,798 6,6 N 636,556 F 4,423,827 55(19.5'( V@ J 0 NO i,., 4:68 4*. N 635,66.8 `� q2 4 E 35163 re44Nir4iiir r 41 wri t o +• 10-1. IL 11 i9 819 N 635,710 E 1,424,606 618 N 636,284 6,8 E 1,4 24,291 5639. N 635,206 E 1,425,02E 620• 19 5593.9 631 N 637,42; E 1,424,051 NEW CASTLE " MOUNTAIN SHADOWS SU 8b1V ISIoN 514 N 635,809 C 1,423,423 614 N 535,932 E 1,423,867 630 N 537,022 E 1,423,313 619 II 635,910 E 1,424,913 620 N 635,455 E 1,426,3)1 611 N 637,380 E 1,422,899 612 h 637,344 E 1,422,955 a13 N 537,229 [ I423,111 ti6P 4o 7 63 9,000 N 637,000 N 636,000 BASIS OF HORIZONTAL CONTROLTHE COLORADO STATE PLANE COORDINATE BYST(M, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 0S ANO/C(( USOS) TRIANGULATION STATIONS wERE USED NAME ORDER CATHERINE 2nd COORDINATES x .1,516,508.42 Y= 561,255.78 GNAT 3rd xs 1,231,566.60 Y. 523,643.10 BASIS Of VERTICAL CONTROL. USC 6 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME D•156 41170.74 PS 0 X 4,t2 ORDER 2nd 2nd Elf v4T10N 6192. 264 40G9000 LEGEND HOR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER ORIO P01NT CROSS SECTION 6 POLE _Ii _I FENCE TREE 6R11511 ", SCRUB FOUNDATION or RUINS SECTION LINE FOUND SECTION CORNER UNFOVND SECTION CORNER - APPROX. SECTION LINt COMPILATION 67 PHOTOORAMMETRIC 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 87 AN4LYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO 80907 303.593-0093 SCALE IN FEET 200 0 0 200 cr; CONTOUR INTFRVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRICT, CORPS Of MINTERS 650 CA/ITOL MALL SACRAMEMQ CALIFORNIA 9581/4791 PREPARED FOR GARFIELD 9 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORA00 MATCH (MEET C•17-1 C-I1 OECEMBER, 1962 JUL N97 E :s17,000 E 1 ,.118.000 E 1,a19,000 E I,420,000 593 N 634.105 E 1,416,215 e3 633,054 E 1 416,460 —503- 5522.5 0 553 ,T 5518-6 SS43.5 3, 3 .4 4 N6634,342 E 1,417,606 5550.3 8A o = .o a , -- - Y5547.6^ 5502.6 x 5501.4 5 5510 53T8.4_ • 35ZQ'• 584 5530' N 632,319 5520.3—\/' E 1,416.063 3 N6632,84 7 E ,,416,917 533 631,951 E 1,417,124 • --5520.2 sea N 633,029 C 1,4.8,040 3543.2 585 N 634,673 E 1,416,715 585 N (134,004 E 1,416,004 5 545,8 N 632,59,1 1,418,925 - $ 586 N 633.325 E 1,419.2 70 N87 632,632 E 1,419,224 588 '0 N 832,368 E 1,419,400 5119 N 632,312 E 1,419,483 590 M 632,290 E 1,419,502 606 N 834,766 E 1,419,333 540 566 N 632,437 E 1,4.9,691 569 832,402 E 1,419,718 590 N 632,375 E 1,419,759 607 N 635,070 E 1,419,767 + 7� rr 667- 566 . N 632,624 E 1,419,871 589 N 632,665 E 1,420,012 98 N32,499 E 1,419,039 608 N 635,379 E 1,420,141 N 633,210 E 1,419,556 606 N 633,004 E 1,419.569 5157 N 832,978 E 1,419,814 605 55e6.2 5546,4 5546.5 7 1406 33,562 E $.420,652 607 N 632.927 E 1,420,694 609 0 N 636,170E E 1,420,669 ai 01 a- r to 2 0 0 ri 4 4, 4 0 0. 4 z '0 OASIS OF /IOR120NT4L CONTROL THE COLOTA00 STATE PLANE COORDINATE SYSTIM,'CENTRAL ZONE, LAMBERT CONFORMAL COO PROJECTOR. THE FOLLOWRIG (USC 6 65 ANIWOR U903) TRIANGULATION STATIONS WERE u3E0' NAME CABER C00ROiNATES CATHERRK 2M 1(a1,516,506.42 of 581,255.78 GNAT 3r6 Itr 1,231,566.60 YE 523,643.10 011.2 Or v74TKAL CONTRQL usC a GS SEA t.EvEL OATUM BASED ON THE FutLOWING RENCHM4RK5 NAME D•156 4R1014 Ps 0 0 Y .:7 LINDER i”e 2.8 ELEVATION 6192.2A4 4869 660 LEGENO HOW. CONTROL .YERTICAL CONTROL 8ENCNMARK PHOTO CENTER GPM P01NT CROSS SECTION POLE FENCE PRE( 6RUS11 a, 5CPu8 _ , i 1 FOUNDATION a. RUINS SECTION L1NE ▪ FOuNO SECTION CORNER -I- UNFOUNO SECTION CORNER — APPRO=. SECTION LINE COMPuLaT10N RT PHOTOGRAMMETRIC METHODS FROM 6 C.FL. APTICAI AERIAL PIp1O6RAPNt. TarEN NOV. 15,16,617, 1982 THIS Mar COMPLIES *ITN NATIONAL MAP ACCURACY STANDARDS PPEP*RE0 6Y' ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLORA00 SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRItMENTO DISTRICT. CAMS OF (BOOM AS0 CAPUO( MA(( SKR,1A.E.Y10, Ca1u00m !941/-(41 PREPARED FOR GARFIELD B MESA COUNTIES. COLORADO IN COOPERATION *ITN COLORADO RATER CONSERVATION BOARD DENY ER, COLORADO DE C EM8ER, 1982 MATCH SHEET C-18-I-TOP E 1 421,000 • E ,•+I1.000 E 1,412,000 E 1,413,000 E 1,414,000 E 1,415,000 NOTCH SHEET t,a .L. / 470.5 578 N 633,083 E 1,411,114 55 7.9 578 7E 5476.8 57 N 631,099 E 1,411.593 5541.7 Zor )( 4, 34 �5S4n 4542_-1 154 74.3 579 N 631.341 E 1,412.667 17+661 e /5545.0 579 N 6'"1.352 E 1,412,547 579 N 632,462 E 1.412.713 579 BM WOP-o14 5519,8 � 64Y O 5557.0 560 N 631,155 E 1,413,909 580 N 633,593 E 1,413,716 580 N S32,441 E 1,4.3,960 OEi6lIDE e 5550.4 .�..ESIE16. °hR _ _0 70 581 N 633,787 E. 1,414,6E7 581 N 632,990 E 1,414,810 58 Zone qE 57.1 e 5525.6 � 5 551 L6- 581 N 631,379 E 1,414,931 e 5559.E —5 5530— x 502 N 633,931 E 1,415,.366 4 5539.8 1 • a 542.9° ° X5532.2 z 5522.0 • x 8529.8 5521.4b 7r-7 --. 551 582 N 631,624 E 1,415,946 �• W N BASIS Of HORIZONTAL CONTROL: THE COLO RADD STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT C0Nf0RMAI. CONIC PROJECTION. THE FOLLOWING (USC 8 OS AND/OR USGS) TRIANGULATION STATIONS WERE USED' NAME ORDER CATHERINE 2A4 COORDINATES x:1,518,608.42 Y• 581,255.76 GNAT 3ra Ns 1,231,588.80 TT 5P3,643.10 vA818 Of VERTICAL CONTROL USC 6 G8 SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS, NAME D•156 487074 PS ORDER tea tea ELENTION 6192.284 4889860 LEGEND O HOR12. CONTROL O VERTICAL CONTROL X BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH or SCRUB FOUNOAT ION or RUINS SECTION LINE -�-- FOUND SECTION CORNER -�- UNFOUND SECTION CORNER -- APPROx, SECTION LINE COMPILATION DY PHOTOGRAMMETRIC METHODS FROM 6" GEL. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY, ANALYTICAL SURVEYS, INC. 4187 SINTON ROAD COLORADO SPRINGS, CO. 80907 303.593-0093 SCALE IN FEET 200 0 0 200 401, CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRICT, CORPS OF ENGINEERS 6S0 CAPITOL MALL SACRAMENI4 CALITORNIA 958144794 PREPARED FOR GARFIELD 6 MESA COUNTIES, COLORADO C-I9 IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER,1282' JUL 120 N 634,000 N 633,000 MATCH SHEET N 632,000 C - 19 N 631,000 N 630,000 E 1.407.000 575 N 6 52 ,4 36 E 1,400,018 574 N 632,265 E 1,407,235 b) b l• ' / / 5511.4 • `09.9 5/7 h 832,!24 E 1,401,921 5513.6 576 N E 32.60/ x E ,•IC9,792 5511.8 49 50 5'w72", 5520.4 x 5519.0 I 675 574 *5110 075.0 Px 5485.8 / - Pr7. 51'//i' II ,, 54738 5473. 575 5471 t A t 55462.8 (p• fo' 77 ;x 5422.0 1 5434.2 536.5 577 N 631,122 E 1,410,215 x5541.0 5469.2 \ x 576 N 630,481 E 1,400,234 \\ 575 N 630,090 E 1,405,765 516 . 0 5550.3 574 553LT 574 N 629,589 E 8,408,244 5525.2 2. C-20 a 077515 OF HORIZONTAL CONTR01. THE COLOTAOO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (uSC 6 05 AN0430 u50S) TRIANOULAT,0N STATIONS WERE USED NAME ORDER CX1RCINATES CATIcmNE. 2nd x11,514500.42 Y : 581,255.78 GNAT 3rd x: 1,231,566.60 7' 523,643.10 OASIS OF TER MAL CONTROL uSC 6 0S SEA LEVEL DATUM BASED ON THE FOLLOWING 6ENCHMARIIS• NAME ORDER ELE VAT10$I 0.156 2n4 6192. 284 4670.74 PS 214 4869260 LEGEND Q HOME. CONTROL O VERTICAL CONTROL )( BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE must, 0. sows FOUNDATION or RUINS .1 SECTION LINE —I-- ►C41N0 SECTION CORNER UNFOUND SECTION CORNER APPRO1. SECTION LINE COMPILATION BY PHOT00RAMMETRIC METHODS FROM G CF L.. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOv. IS, 16,617, 1922 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANOAROS PREPARED BYF ANALT TICAL SuRvEYS, INC 4167 SINTON ROAD COLORADO SPRINGS, CO. R0907 303-593-0093 SCALE IN FEET 200 0 0 200 4O0 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY OEPARTMENTOf THE ARMY swoon MIICT, 1:7124 OF DOWERS 66O CAPITOL MALL Smulo10, carom 161114.091 PREPARED FOR GARFIELD a MESA COUNTIES, COLORADO IN COOPERATION W1TH COLORA00 WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 JUL 19V MATCH SHEET C-21 MATCH SHEET C - 22 N 829,600 E 1,404,000 E 1,405,000 E I.4tx,,00P x 5457.1 0 -- \, ••TO N 630.000 11 \"• \�\15450.5- V I.1 W W-55 xs .\ \ K 5451 ha E 1 ,402p00 E 1 ,403p00 5462.4 "14" 569 N 631,294 569 E 1,402.516 N 629.630 E 1,402.434 569 x 5455.5 Sc • A 5/0 N 631,428 L 1,405,167 570 N 62e.266 E 1,403.14 7 546713 x X 5457. 3 • 571 N 629,714 E 1,403,679 t 571 571 N 631.552 E 1,403,657 9 X 3460 5 %AGO 572 N 629,945 E 1,404,426 5300 ~- 572 N 631,745 E 1,404,705 /1 • 75:926 5461.6 5 573 N 631.993 1,405,914 �/3 N 630.d77 E 1,405,10) // 54 0 Q 81 W r 0 8 Op IL ¶tia. 1.407,000 1 _ at N u N OASIS OF HORIZONTAL CONTROLTHE C(X01A00 STATE PLANE COORDINATE SYSTIM, CENTRAL 20NE,LAMBERT CONFORMAL CONtlC PROJECTION, THE FOLLOWING (USC 6 G5 AN070R US0S) TRIANGULATION STATIONS WERE USED NAME ORDER COORDINATES CATHERINE 2.0 x • I,516,508.42 r : 881,2SS. F6 GNAT 3.0 x• 1,23I36640 Y: 523,64S IC oasts 0► Y[RTICAL. CONTROL USC 6 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME OROEN ELEVATION 0.156 2441 6192.254 4670.74 PS 2nd 4 RA•1 960 LEGEND Q HOR12. CONTROL 0 VERTICAL CONTROL X BENCHMARK Fer PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH Ot SCROD FOINPAT ION n IvNS SECTION LINE FOUND SECTION CORNF R UNFOUND SECTION CORNEA ADPRO8, SECTION t INS COMPILATION BY PNOTOORAMMETRIC METN005 FROM 6- CF L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV 15,16,617, 1962 THIS MAP COMPLIES WITH NATIONAL MAR ACCURACY STANDARDS PREPARED BY' ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLO17A00 SPRINGS, CO 80907 303-595.0093 SCALE IN FEET 200 0 0 200 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY WOW NM DITIRIC, COPPS of moors rs 630 un101 MULL SLCIIAN(NTO CALIFORNIA 958)4J791 PREPARED FOR GARFIELD 6 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION 60ARD DENVER, COLORADO OCCEMRER, 1992 JUL HRT MATCH SHEET C-22 E 1,403.000 C 1.404,000 54.99 x • 4p5520 523 5 r0 N 623,28, f 1,40Z.5: 523 N 627,277 E 1,402,6E10 X 5449.5 570 N 628,640 E 1,402,645 5452.6 • X .D LU!ADO Tway LIMi,r \,- \' \ 3440 571 5543.2 p N 626,377 . , // I E 1,404,099 1,1 4 \ // MATCH 3NEE 1 1 1.4014000 C- 21 X5452.4 5460 Zo4e g°f,y h E 526 526 N 626,612 // • \\\, E 1.403,076 v 4• 527 527 N 626,124 E 1,403,390 528 52 8 N 625,234 E 1,403,166 528 N 625,556 E 1,403,890 11 _ // . 11 °0D 11 ,/ N 11 r 72 0 P. 1.406,OGa t 1,407,000 G "y� -O N• -- ti0 Oy D7Y a4L 55�3 --- H 620,063 t 1,405,480 1 • • 54 58. 2 5460 K 5463.1 5480 _ 5490 r[F;1 500 // 5542.4 /.� // / N7er88t6 . /� E 1,407 012 '/j 5535.7 r • 70x 541.2 i -...X511.611 �/ 5462 9 x )1525.0 0 u L tn 1 .4 • 8 OASIS OF HORIZONTAL CONTROL' THE COL0TA00 STATE PLANE COORDINATE SYST(M, CENTRAL ZONE, LAMBERT COIfORMAL CONIC PROJECTION. THE FOLLOWING (USC & G5 AND/OR USGS) TRIANGULATION STATIONS WERE uSEO NAME ORDER COOROLNATES CAT HERINE 2n8 x:1,516,508.42 Yr S61,z5s79 0144T 3.0 At 1,23456660 r• 523,643.10 SAW OF VERTICAL CONTROL U9C B G5 Sta LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAAN ORDER ELEMnOrI 0.156 2n4 6192.284 467074 PS 244 4869860 LEGEND O 110R17. CONTROL O VERTICAL CONTROL X BENCHMARK 1:71 PR07o CENTER GRID POINT CROSS SECTION POI E. FENCE TREE 8nu5N o, SCRUB 1 1 I FOUNDATION o, RUINS SECTION LINE -}- FOUND SECTION CORNER -I- UNFOUND SECTION COPNEI AOPPO0. SECTION LINE COMPILATION BY PHOT06RAMMET1TIC METHODS FROM 6" C.r..L VEBTICAL AERIAL PHO TOO:MANX TAKEN NOV. 15,16,617, 1962 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY ANALYTICAL SURVEYS, INC 4167 SIN TON ROAD cOLORA00 SPRINGS, CO 80907 303-593.0093 SCALE 1H FEET 200 0 0 200 400 CONtOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY MUM) DI<TRIC1, CORK 0E DRANEE S 630 WOOL MALL LICRAMENTO, C0L110RNIA �51144794 PREPARED OR GARFIELD & MESA COUNTIES,COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO MATCH SHEET C - 22 - I TOP C-22 DECEMBER, 1982 JUL T99T N 634,000 N 633,000 N 632,000 MATCH SHE E T C- 21 N 631,000 L reN Shrer -e'. C.28 \ 5690.5* 5648 6 .5 yJ• i2 SA 2 5460 G. 6436. 5440.5 X S44.4 5434,3 15 r 0 Id 8 Id 0 Id Id u 2 0 4. 0 •1 at tr. OASIS Or HORIZONTAL CONTROL THE COLORADO STATE rLANt coonotame EITSTEIA, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE rou cowa uSC. A 68 AN0/013 USGSI TRIANGULATION STATIONS WERE USED, NAME ORDER CATHERINE 2nd COORDINATES x 1,516,500.92 581,255.78 GNAT 3rd X.1,231,566.60 y: 523,643.10 OASIS OF vERTICAL CONTROL USC a GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME D • 156 4870 74PS 0 X ••i? OROER 2nd 2nd ELEVATION 6192.2134 CW41%0 L EC..E NO HMI. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION o POLE ▪ FENCE TREE BRUSH or SCRUB FOuNDAT ION or RUINS SECTION LINE • FOUND SECTION CO*INEN UNFOUND SECT ION CONNER _ ; — — Annaox SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6- C.F. L. VERTICAL AERIAL PHOTOGRAPH. TAKEN NOv. 15.16.8 17, 18132 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 131' ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONT0u8 INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT of THE ARMY 1ACRAMENT0 21210, coon or F152H2U6 tA/1101. Mgt 51101A41£780, EA18280.4 551144794 PREPARED FOR GARFIELD & MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1582 mirr MATCH SHEET C - 26 N 630,000 C - 2 1 SOO 11 N 630,000 MATCH SKEET C-21 O 5439.9 K / 4'1Z\K5436.0 - 54 34 51 L 1 , -. • \ 15436.2 C , - 1 45 366 o O 1. P \ \ _' 1 P \ \ ` _ 14191 _ K54346 3436E Twat?.. Z;O'FI` f 0154]4\ N 629.000 !i_ • " 0' 5A61 B 522 51. i/// 34717 52 519 N 629,001 E 1,401,645 519 N 629,183 [ 1,401,481 519 629,182 401,025 ti • K . -� 5510.E ` 569 N 829,055 E 1,401,1567 520 N 626,890 E 1,401,750 570 N 626.665 5 1,401,266 N 628.000 54 521 N 628.83? E 1,401,809 M2az8,666 E 1,401,302 522 N 620.815 E 1,401,846 522 N 828,643 E 1,401,315 5 .,SSOO SS10 — 523 524 N 628,467 N 627,800 E 8.402,259 E 8,402,4E5 52 3 11 828.336 E 1.401.897 cow0.., 518 N 629,988 /M/T E 1,400,767 S'V• S. S T� N1 629.468 518 14 528,691 Y E 1,400,671 E 1,400,921 N ?Q1s IYpu 51? N 629,651 E 1,399,412 453.2 9.9 516 N 628.026 E 1,398,867 5,7 N 626,171 E 1,399,796 --1 9946 1 �A V 524 N 627,610 E 1,401,610 rr ap�`1 s N 627,000 525 N 626.904 E 1,402,053 1 MATCH SHEET C•22 N 628,000 • 54965K Rose - 526 N 626,113 E 1,402.462 20,7 - !4° • K N2625,728 E 1,402,801 8 O O • W 64515 Of I40RItQNTAI CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IUSC 8 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED NAME ORDER CATHERINE 2MI COORDINATES K • 1,516,5043.42 YT 561,255.7B GNAT 3/0 K11,231,56860 Y * 523,643.10 OASIS Of VERTICAL CONTROL" USC 6 GS SEA LEVEL DATUM BASCO ON THE FOLLOWING BENCHMARKS' NAME ORDER 0.156 2A4 4670.T4 PS 2 4 A 0 X 4.j7 E1EMT10N 8192.2134 4869160 LEGEND N0R12. CONTROL VERTICAL CONTROL 6ENCHMARK PH070 CENTER GRID POINT CROSS SECTION POLE FENCE TREE 'PUSH or SCRUB 7 1 1 fOUNOAT10N or RUINS SECTION 11 NE -+- FOUND SECTION CORNEP UNFOUND SECTION CORNER — — APPRDY. SCCTION L1NE COMPILATION BY PNOTODRAMMETRIC METHODS FROM 6- CIL. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1962 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY ICAL SURVEYS, INC 4167 SPOON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE 1N FEET 200 0 0 200 Alt) CONTOUR INTERVAL - 2 IEL' COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY S10UY1N ° o7S1KltI. CORK 01 1NOTITER5 130 CAPITOL MALL SACRAMUI10. CAL170RNN 81144714 PREPARED FOR OARfIELD & MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERv*T10N BOARD DENVER, COLORA00 =»a X MATCH SKEET C-26 C 24 DECEMRf8, 1962 JUL 7'7 N 631,000 N 630,000 N 629,000 N 626,000 N 627,000 .3 515 N 631,098 E 1,397,225 514 N 630,520 E 1,396,105 NI 531,014 E 1,395,044 512 N 631,015 E 1,395,017 N 631,027 E 1,394,966 515 N 630,419 E 1,397,199 514 N 829,583 E 1,396,077 N3 629,635 E 1,395,035 512 N 630,048 E 1,394,993 511 E 1,394,899 510 N 6213,041 E 1.394,513 5468.4 rawT 5467.7 515 N 629,549 E 1,397,306 514 N 629,247 E 1,395,963 513 620,462 E 1,395,028 512 N 629,114 E 1,394,997 511 N 1329,142 E 1,394,9513 0 NI 627,039 E 1,394,690 l 515 515 N 629110 N 627,647 E 1,397,5133 E 1,398,241 514 N 628,702 E 1,395,926 N1628,31Q1Q E 1,395,077 512 N 627,962 E 4395,006 1 NI 628,467 E 1,394,926 514 • 514 N 628,267 N 622,124 E 1,395.975 E 1,395,903 513 N 627,057 E 1,395,117 512 N 627,065 E 1,394,996 N1528,262 E 1,394.965 SHEE1 MA- CH 514 514 N 620,040 H 627,182 E 1,395,973 E 1,396,063 511 1.4 627,059 E 1,394,925 _ 23 5433.1 RE 5435.5 x 5426.6 434.4, 5430.7 X 1 5428.5 9j �( x t'�4 54.50.3 i"- 442.3 .7 - '5451.2 5,4 �j �/3T AA G.�•=' 11ENIT f:i 7111410E li'SL1� ` �:.i:C..,.4-.'3�:C^. ^ .t�:}-i. '41 TF 1,r� Li>e� ��•L. acL�+.r► << 1fe , �.r..:n►a.E,,,;�;is;i o:° EE 61 w . ` i • II}} S. '�+t z 5n4 II 5 B eo. ! 1� 1 5 1 ``4 5427.8 `1»7/'X' I 111 X X I r � 5424.7 Ell • r;;/1j.;/:tiR'4 ;o• 54�\ �snllli%�I6'�'�1' 9448 6, n 73' 34 7 1114 10+15 � Q A W BAS19 OF HORIZONTAL CONTROL. THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED. NAME ORDER CATHERINE End COOROMIATES x.1,516,506.42 Y a 581,255.78 GNAT 3r4 X21,231,566.60 Y. 523,643.10 ASIS OF VERTICAL CONTROL. USC 6 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME O'156 4670.74 PS A 0 •72 ORDER 2n4 End ELEVATION 6192.254 4669.660 LEGEND HORIZ. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER 0R10 POINT - - CROSS SECTION POLE • FENCE TREE BRUSH or SCRUB FOUNDATION or RUINS SECTION LINE -}- FOUND SECTION CORNER -i- UNFOUND SECTION CORNER - - APPROi. SECTION LINE COMPII. ATION 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 BY ANALYTICAL SURVEYS, INC 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303 593-0093 SCALE IN FEET 200 0 0 200 I 4m CONTOUR INTERVAL - 2 FELT COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRICT. CORPS Of ENGINEERS 630 CAPITOL MAIL SACMAO/TM CAUTOIMM 95614-4791 PREPARED FOR GARFIELD 9 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 JUL 1987 MATCH SHEET C- 28 MATCH SHEET C- 29 C-26 u a E 1390,000 T i- / 5413.7 �yIr • 11 •ak,rn arm.— - c. MATCH SHEET C-29 1 ' s S•}�� SVarr4� 'T� _abtrlrr•��_ \I 562o \ ta morm N:r 1u••• �� 1. N 631, E 1,39 X 5425.2 C-28 1- 2 a _ a BASIS OF HORIZONTAL CONTROL' THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED, NAME ORDER CATHERINE 2n0 COOROWATES X • I,516,506.42 Y■ 561,255.7E GNAT 3rd X.1,231,566.60 Y r 523,643.10 pASIS OF VERTICAL CONTROL: USC 6 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS' NAME 0-ISB 4510.24RS A 0 x ORDER Bra 2�4 ELEVATION 6192:254 4HAanAD LEGEND HORIZ. CONTROL vERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION ROLE FENCE TREE BRUSH or SCRUB FOUNOATION or RUINS SECTION LINE F05FNQ SECTION CORNER UNFOUND SECTION CORNER - APPROX. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METNOOS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOv. 15,16,617, 1962 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY, ANALYTICAL SURVEYS, INC. 4167 SWTON ROAD COLORADO SPRINGS, CO. 90907 303-S93-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVET AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAMENTO DISTRICT. CORM OF ENCINFERS 6S0 CAPITOL MAIL SACRAMENTO, CAUf01RIA 95111.1794 PREPARED FOR GARFIELD B MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD OENVER, COLORADO DECEMBER, i962 JUL"'r 517:0 W. 6. 5398.6 .5404.9 X x5405.15 —487 O.) 542 .2 5430 491 N 626,731 E 1,359,738 • 49 s - 542 8 54 i6r113° 7" 4137 II 826,623. \ • E 4389.740 412 CO. MEN 346 ‘493. N 626.688 E 1,390,016 E 1,389.2.5 N 521090 g 5,44 .5 545.! 5408.5 W. L. 5402.3 r-e WA T(O E14r, 5407.3 8 627,906 391,722 MATCH SHEET C-29-1 490 627,2150-- E 91,6915 .5)143.8 D 493/ N 626.596 E 1,392,18 N 626.675 E 1,392,28 491 7'9%7 Jr -a 69 x 5416.9. 509 N 6213,525 E i.393,320 x 5 417.? 34,4.8 509 N 628,999 E 1.393,320 5419.6 418.1 5418.3 5419.5 x NV 5420.8 5421.0 X x 5418.9 5 19 90502 :5 4.8 X \ X N .L . 3417.0 310 81 ; 61,394,061I4 5 4 21 70 510 509 eaCele E 1,393,764 11 C-29 • • t4 0 1- 4 0 BAsIS OF HORIZONTAL CONTROL THE coLoomoo STATE PLANE COORDINATE SYSTLK CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FoLLEHTING ITTSC a OS AND/Ca USOSI TRIANGULATION STAT106161 WERE uSEETo Name CXIDER CATHERINE 70e1 4! COORDINATES 1,318,506.82 2' 561,255.70 GNAT 3,5 x: 4231.354550 yv 523,545,10 vERitcA6 c0IETROT., TT85 8 OS SEA lOvtl OVUM RASED ON THE FOLLOWING BENCHMARKS PONE 0-156 46)074PS c) x ORDER 244 244 ELEVATION 6192.284 4862860 LEGEND HOR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER li810 r'OIp,T CROSS SECTION POLE — • --- FENCE TREE . . I _ — BRUSH o• SCRUB FOUNDATION or RuiNS SECTION LINE FOUND SEC T ION CORNER UNFOUND SECTION CORNER appROX, SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16.8 17, 1982 THIS MAP COMPLIES MTN NATiONAL AMP ACCURACY STANDARDS PREPARED BY. ANALTNCAL SLMVEYS, INC. 4,97 SPOON WOAD COLORADO SPRINGS, CO. 60907 303-593-0093 SCALE IN FEET 200 0 0 200 409 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND 'TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY =WHIM. DISTINCT, CORK OF INGWEERS 650 CAPITOL HALL SAEXAMINTO. CAUf01011A 951144199 PREPARED MR BARFIELD 5 MESA COUNTIES, COLORADO IN COOPERATION WiTH COLORADO wa TER CONSERvATION BOARD OENV€0, COLORADO OECEmOER, 19152 JUL 7555 E 1,385,000 E 1,386.000 E 1,387,000 E 1.388000 MATCH SHEET C-30 1 309,000 E 1,384,000 2,ttir 0 MATCH SHEET 479 N 630,606 E 1,3134,601 479 N 613,813 E i,384.652. 1 4/ Tower t•-• 386.8 5390.3 35 3-e4 54 5388.9 480 73 531,73$ E 1.3115,47B 481 N 631,614 E 1,385,435 5444.3 x5390.7 401 4131 N 630 E 1,38 .3468.7 eai I 549, 1 1 5443:27- W 4\7 E E14\ 5390.8 • • 85 14 824,703 455 ./4 6 01- -- • >4: i ( - we. ; / • a \ e lo/ • 1=1:r Open P. ‘;----.‘,-64P Stout° \ 1 I 1, 5477.0 • / Pilo 83 N 630,70 E 1.388.440 87.782 tto 4 Fowl, 482 IN 831,426 Ej 483 c) N 631,459 E 10811,510 * No - E 1,388.110 5860 I496 C N 631415 ‘1. D, s e 1,38e,a8i „ • 484 N 630,721 E 1,368.790 Ono. Rub.. 5400 (‘-‘) • X ^5401 4. r 466 N 629,608 E 1,388,7w C — 31 2 0 1-• 4 0 0 2 t- 63 1- 4 3 co 8A5ILOF HORIZONTAL CONTROL. IRE COLORADO MATE PLANE COORDINATE sysTLM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 OS AND/OR US03) TRIANGULATION STATIONS WERE OLD. NAME ORDER CATHERINE too OCORDINATES X•1.516,508.42 YT 681,263.7e ash's 3.0 x.L23,484,60 Y a 323,843.10 0_41a_sr_ANTICAL CONTROL. USc 6 89 SEA LEVEL DATUM BASSO ON THE FOLLOWING 8ENCIRAARAS NAME 0-156 .1870 74 PS 0 X ORDER 24 2ne ELEATION 6192.284 4869850 LEGEND HORIZ. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION • POLE FENCE C . TREE CRUSH or SCRUB fOoNDATION or RuINS SECT1O94 SiNE ▪ f09N0 SECT ION CORNER UNF OUND SECT ION CORNER •••-•-- APPROX. sr cT ION LINE 1 COMPILATION BY PHOTOGRAMMETR1C 14ETN009- FRO14 CF.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. I3.16.11 IT. 1932 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED ey. ANALYTICAL SURVEYS. INC. 4167 SWOON ROAD COLORADO SPRING', CO. 80907 303-S23-0093 SCALE IN FEET 200 0 0 200 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT Of THE ARMY TACAANDEID MAXI, CMS Di ENCINITAS 650 CUNTMAIL SACRAMENTO, CAMBRIA 955144/94 PREPARED FOR GARFIELD a MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSENVATION BOARD DE MYER. COLORADO DEGEHDT.R, 1962 JUL 1987 • MATCH SHEET • C- 32 E 1,385,000 E 1,386,000 MATCH SHE! T C -31 • )1 C 5391 x • 5380.03 • r- 4 2 15389.8 ---Irszsea N 629.1 N-S." E 1,395 5389.2 3390 x5391.3 P. • 5390.5 . X • ) ( 1 ue (EL srs) 5389.1 r same X ILI F7 lc, 5913.9 iris 2o4'21 5389.2 X • 5399. fr.'" X 5407. 0 5392.8 • Tome, 5397.2 . x 5397.0 5407.2 X X 5392.7 1 f \ 5395 5392,5 x 5395.1 5395.2 x 5407.5 n 485 N 829,180 E 1,386,776 483 N 62E1,970 E 1,385,696 484 N 628,861 E 1,385,753 E 1,387.000 r. 3 j' x 5396.9 X 5398. X 5399. 4113:15-4"'"' X 5411.8 7: • . birc 5416.9 • x $ 5416.3 A. X / 54 54 485 N 826,727 E 1,386,473 5398. 2 X 5397.1 5397.2 X X 5399.9 x 5400.7 1.11+5143 E 1,388,000 5 5403.3 5400. 2 439.0 3405. PC 4 5402.5 5440.2 PC 6402. X 54 5440 5441.8 t 1, 509,000 2 . X 5403.2 4 5-402,8 "7. • X. 3407 • • x 5407 5 5446.9 486 N 626,695 E 1,388,693 1 2 41 X 10 8. to a N 626.000 OASTS_ OF HORIZONTAL [0071101 THE COLORADO STATE PLANE COORDINATE SYSTIJA. CENTRAL ZONE, LAMBERT CONFORMAI CONIC PROJECTION. THE FOLLOWING (USG A OS AND)OR U80S) TRIANGULATION STATIONS WERE uSED FAME OROIS COORDINATES CATHERINE 2,4 x • 1,516,50e 42 V: 581,255.78 ONAT 3rd X.1.251.5615.60 Y. 523,643.10 OASIS Of VERTICAL CONTROL. usC a GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHmARITS NAME ORDER ELEVATION D-156 2nd 6192 284 4137074P5 2nd 4069860 LEGEND plow. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTEIT GRID POINT CROSS SECT iON POLE FENCE TREE BRUSH or SCRUB I FOUNDATION 0, RUINS SECTION LINE FOUND SECTION COI/NE rr - UNFOUND SECT ION CORNE R APPROX SECTION LINE COMM ATKIN ey PHOTOORAMMETRIC METHODS FROM 6 CIA. VERTICAL AERIAL PNOTOBRAPHY TAKEN NOV. 15,16.617, 1482 TH15 MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARE() (TY, ANALYTICAL SURVEYS, INC 4167 S1NTON ROAD COLORADO SPRINGS, CO 80907 303-593-0093 SCALE IN FEET 200 0 0 200 aoo CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF TNE ARMY sawfxrc. OPITRICT, CORPS Of MOORS ASO TAMAN. MALL SitRATaNTO, CALITORNIA 831114-4734 PRE pARED FOR GARFIELD 85 MESA COUNTIES, COLORADO IN COOPERATION win. cOLoR A 00 WATER CONSERVATION BOARD DENVER, COLORADO C- 32 DECEMBER, 1982 198/ E 1,380,000 E 1,381,000 E 1 ,382,000 E 1,383,000 E 1,384,000 MATCH SHEET 615 6 5420.••-=- 543 �yr� _ _z�� 1- r • • X•5372.8 474 N 631,976 E 1,379,863 5373.8 432,6 —5430 " 5375.2 N 630 1,3 WATER E14•. 5387.2 88, 5378.7 474 N 67_9,377 E 1,380,571 5375.0 4 830N8 1,380,997 5311.6 X \x 541K07, 7a W.E. 475 N 632,055 E 1,331,601 5404.5' \\ x •\ •. DENVER a RIO �_403.5 X GRAND[ - - - r - ►d. WESTERN 34. e - �- --�- - - 5377.2 X 5378.5 P4Q0 3390` - a 5380.8 \5380.8 £J 538 4 76 N 629,826 E 1,382,084 5382.5 5383.8 X 476 N 631,859 E 1,382,662 5 4046' . .s342 05.5 478 N 531,920 E 1,383,660 478 N 631,479 E 1,383,432 478 N 630,405 E 1,383,566 r x53B5.7 8.4 1 478 631,22V 1,/( 64, �I.r' `111 45.9 5388.7 / 53892 X 3389,) g n 41 0 0 i 19 tu W 8 u 4 1- W W x 0 Y 3 0 0 0 01 I0 m z BASIS OF HORIZONTAL CONTROL, THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CCIAIC PRO,)ECT)0N. THE FOLLOWING toSC a GS AND/DR USES) TRIANGULATION STATIONS WERE USED, NAME ORDER CATHERINE 2nd COORDINATES x • 1,516,506.42 Y: 581,255.78 GNAT 3,0 X• 1,231,566.60 Y= 523,643.10 4.15 OF V RTICAL CAe17R0L- USG a OS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME D•156 48707APS a laft ORDER 2 A A 2na ELEVATION 6192. 284 4669860 LEND H0R12. CONTROL VERTICAL CONTROL 6ENCHMARR PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH or SCRUB _ 7 1 FOUNDATION or RUINS SECTION LINE —� FOUND SECTION CORNER 1 APPROX. SECTION LINE UNFOUND SECTION CORNER COMPILATION BY PHOT0ORAUMETR1C METHODS FROM 6" C.EL. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,517, 1982 71115 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 SACRAMENTO DISTRICT, CORPS OF ENGINEERS 650 CAPITOL NAU SACRA/MOO, CIARORNA SG/144794 PREPARED FOR OARFIELD &MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO C-33 DECEMBER, 1982 :IUL • • 108T E 1,390,000 E 1,391,000 MATCH SHEET C-33 E 1.382,000 r x5366.0 ;34.8 x ,o4. 5388.3 x y..5 BS. 18 J7 19 20 W 473 N 626,079 E 1,379,309 x5379.9 -54 5420 474 N 626,131 E 1.381,006 5377.0 17.6�- . 475 N 526,421 E 1,391,276 5,180.8 476 N 626,771 E 1,392,188 • • '•\ K • • • • • E 1.303,000 x 5391.9 7-•' • • • 380.1 / '/ • • 5382.9 • • 5363.0 • x • • x16381,7 • • • 0.'TID. 346 483 N 826,844 E 1,382,331 484 N 828,700 E 1,382,379 299 x 5384.9 477 N 625.937 E I,362.317 477 N 626,013 E 1,362,781 IIW • 5387.511 x 53RS 4 Zones AD I' 65395.7 o.Ne,aH EL 55.15) 5391.0 x 5397. 3 5188.5 V 42.1 E 1,384,000 x 536 6397.5 O ♦ 5396.S x x 5394N, x 5396.9 5399.2 x 3301.2 ♦ 5389.0 x x 5390.5 x x 5391.0 x 5403.5 5405.2 x • 5420 w 476 N 627,649 E 1,363,614 N 0 n C-32 N 627,000 N 626.000 0 0 0 L BASIS OF HORIZONTAL CONTROL• THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC B GS AND/OR US0S) TRIANGULATION STATIONS WERE USED NAME CAT HE MATE ORDER 2nd GNAT 3•4 COORONATES x 11,51(3,508 42 r: 581,255.78 X. 1,231,56660 T' 523,643.10 OASIS 0/ y[RTICAL CONTROL USC B G: SEA LEVEL OATOM BASED ON THE EatLOWINGOENCHMAN9S. NAME D•156 457074 PS ORDER 2..d 21.d EL Ew1T,0N 6192.284 40691160 LEGEND Li HOAR CONTROL 0 VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH or SCRL9T FOUNDATION or RUINS SECTION LINE FOuNO SECTION CORNER - UNFOUND SECTION CORNER - - APPROx, SECTION LINE COMPtLAT,0N BV PHOTOGRAMMETRIC METHODS FROM 6" GEL. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1962 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY ANALYTICAL SURVETS, INC. 4167 SINTON ROAD CO.ORA00 5PINNOS, CO 6090, 303-393.0093 SCALE IN FEET 200 0 0 200 4L}. CONTOun rNTVNvf+l - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY sACR•WENTO 01ATRIC1, OAFS OF DOOM 650 CAPITOL MAUL SM7IAKENTO, CAU90RNM 9311•4/91 PREPARED FOR GARFIELD 8 MESA COUNTIES, COLORADO 1N COOPERATION WITH COLORADO wATER CONSERVATION BOARD DENVER, COLORADO C-34 OECEMeER, 1982 ../vi tar MATCH SHEET C -33 N 630.000 N 629,000 MATCH SHEET C - 34 62R,000 473 N 631,943 E 1,N76.6 70 N 629876 E 4379,143 473 N 631 346 E 1,3 M917 47 1, 631,756 C ,,3'7,414 4/1 N 630,'R3 E i,126,1A6 N 632,000 472 N 629,090 E 1,370,375 471 Id 630.183 E 1,316,416 470 N 630,51) r 1,375,A19 3 5426.6 471 N 629.532 C 1,377261 470 N 627.619 E 1.376,261 5418.0 N 527,6S9 E 1,375,42? 53/22 TATt N 63..000 T �i. 5325.5 x 5369.6 x 1 •;310 , i N 5370.4 5S69.7 { \ )) 5171.0 ' Y t • , TO / 1 _ _ ---4 --- R 1:\ . % 5365.7 % >< } 1 .-J- 1 0.9 -�� 5367.2 `t'`. % J 368 ' / 53633 5363.6 x IMP 3363.2 5362. x _ O x5409. 5413.0 it R 41'.5 - L 13.4 _ 53e7.i 470t, ' , - x 5365.2 J • 5367,0 jl 5365.0 Y t 7 WATER 8 [IA.; 5367.2 O. 15361. 5359.7 11•i .• II 11• tiCP6� 5367.0 5365,4 r I x5359.0 x 5367.5 x 5367.0 x 5365.2 \ r 5364.8 Zo' e X x 5359.0 R 5358.5 5359.5 x 5357.0 5356.7 x t}!04 x .. 536-4.6 5367.9 26365.2 S 5359.6 1 I ',' ;\ 5355.e \ 5358.7 1 x E i.379,000 Y x 5355,) 1 5336.E x 470 � 1 A 6655.0 5353,6iSsx � f 1 • ��60 , 4� 5 s 0 itilFPW.V/Pw'SP-4151° , � , .;(��► J'`J I l� E� . �-eta,. _ , y�1�811r C-35 E 1,377,C00 A MATCH SHEET 0 0 n Y OASIS OF HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM. CENTRAL 20NE,Lmist RT C0I 0PMAL COMC PIIQIECTgN. THE FOLLOWING IUSC 6 GS IMAM U3OS) TRIANGULATION STATIONS WERE USED, NAME ORDER COORONATES CATHERNE 2n4 r . 1,516,506 42 Y• 661,255 TR GNAT 3T6 x• 1,231,56660 Y • 523,643,10 DAMS O/ VERTICAL CONTROL uSC 6 09 SEA LEVEL DATUM BASED ON THE 'OLLORINO BENCHMARRS• NAME ORDER ELEVATION D•156 2A0 6192.264 4670.74 PS 24,1 41169 660 LEGEN) Q HORIZ. CONTROL O vERTICAL CONTROL. X BENCHMARK 4�D PHOTO CENTER GRID POINT CROSS SECTION ,, POLE FENCE TREE 6R115H 0' SCALY. _ 1 I r0IINOATION 0. ROINS SECTION LINE -T' FOUND SCC7lON C0*.lrn UN►OUNO SECTION CORNEn -- APPROX. SECTION LINT COMPgATON 07 PNOTOGRAMMETIIIC METHODS PROM 6 C f L. v8PT.CAl AERIAL PHOTOGRAPHY TAKEN NOV. 6,16,617, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCUR AC. St ANOAROS PREPARED 6Y, ANALYTICAL StRVETS, INC. 4167 51NTON ROAD COLORADO SPRINGS, CO. R0907 305-593.0091 SCALE IN 1EE1 200 0 0 ?CO 4t- q CONTOUR H,TERVAL - 2 21E2 COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY OEPARTM(NT OF THE ARMY SAOIURl1T0 react, COWL cw TTIGITR G ASO CM110E Molt MOIAITEIRQ 011101611. K1144TN PREPARED 40R GARFIELD 6 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATTR CONSERVATION BOARD DENVER. COLORADO DECEMBER, 1982 JUL 1981 MATCH SHEET C-37 N 627,000 MATCH SHEET C-34 PA 628,000 PF 623,000 N 824,000 N 623,000 u ZD,, at x5367.5 53G3.7 x • 53 a. x }!i-- ' Sr f zone NE Lit 5359. x 5355.5 5368.2 x 5369.9 447 N 627,126 E 1,375,090 44i (f\. • • • • 5388 B x 5370.2 x 5376.5 5369.2 5370.8 5373.2 1 77.9 x 37221 Zone A4 5 37 3.1 0. 53741) • • 5382 .3372.3 x 374•I 53 530 4' h 62, 44 t • • ) al 44. -4.. ., .4 ,o‘ n .11949. 4%6 .11 4 72 N 626,102 E 1,378,590 4. 4.4 • I •• .4a 4• 4 ♦ 4:4 }ti ( A •• 4+, 496 • .4 •4 • 4 4 .• 4',, / `Q , 4�9423. . Y _? ('•144.- , 4 '5 41 •• J , i 55428 SS4 X5541.3 YAMA► RIFLE, MUNICIPAL AIRPORT 460 05. 462 463 N 824,'84 4 624,'66 h 624,569 N 624,111 E .,3'6,946 E ,''6?R9 1 •,3•',•44 E 1,377,61D 46e 46• 462 463 N 424.A/ • 4 4, 4.6r • h 614, 52. N 623,731 E •,3'6,6211 L ,"'Ales r 079,454 E ,,317,120 4At 46 462 N 624. Y7 s 4:4 ••I h 6.'4, Z. EI •4.4•• I ,I'#,'4' • ,3 T6,'63 f1 M61 626,312 A564532 26,A55 N 62e,1e6 E 4376/107 E 1,3713,003 C 1,375,974 451 452 453 N 626,316 N 626,260 N 626,194 E 1,375,337 E 1,375,358 E 1,375,387 i • 0 8 E 1.37 7, 000 0 0 01 w BASIS OF HORIZONTAL CONTROL. THE COLORADO STATE PLANE COORDINATE SYSTLM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS WERE USE ANOAR USES D ) TRIANGULATION STATIONS NAME 0110ER COORpAWTE3 C4THERINE 2n0 x' 1,516,508.42 Y: 581,255.78 GNAT 340 xa1,231,566.60 7. 523,843. /0 @ASI�QF VERTICAL CONTROL USC 8 GS SEA LEVEL Datum BASED ON THE FOLLOWING BENCHMARKS NAME D•156 41370.74 PS �. 77 ORDER 2nd 2n0 ELEVATION 6,92.284 4869860 LEGEND NOR4. CONTROL VERTICAL CONe ROL OENCHA/ARR PH0T0 CENTER GRID POINT CROSS SEC71ON POLE • FENCE TREE BRUSH 01 SCRUB FOUNDATION 47 RUINS SECTION LINE + FOUND SECTION CORNER -1- (*Novo SECTION CORNER 1 4PPR0x. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6•' C.F.I. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1982 TN19 MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 8Y. ANALYTICAL SURVEYS, INC. 416T 54f0'4 ROAD COLORADO SPRINGS, CO. BOSON 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 SAaMRNTO DISTRICT. CORPS OF ENOWEERS 650 CVTT2 MAIL SACRAMERTG CAl60RNM 95/144794 PREPARED fOR OARFIELD A MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER,COLORADO DECEMBER,198Y JUL NV HATCH SHEET C-312 C-36 N 630,000 MATCH SHEET C-35 N 629,000 N 628,000 N 632,000 446 N 62 7, 790 E 1,375.010 444 N 530,575 71 PP; E 1'372'543 443 N 630,4413 E 1,371,603 5415.2 i x 5416.� 447 N 627,126 E 1,375,690 445 N 630,846 E 1,374,407 444 N 628,536 E 1,372,704 5390. 445 N 626,693 E 1,374,627 444 N 628,306 F 1.372,939 E 1,372,981 N 631,00C x 5404. 40\.6 5410.2 540 443 N 627,639 E 1,371,866 • 444 367 n 627,324 443 N 627,132 E 1,371,633 3 NI f al I ,81 5399.0 1 x x5390.6 MATCH SHEET x535.5 C-39 ---�,,S7_ -T, 5351.6) X ,0, . W. L . 5349.3 53 C5353.7 5 350 .7 5350.8 W.L. 5347.E 3.1 5342.4 X r ',34 G.6 X5345.5 - x 5345.2 Aa ..{i . 1 x 5345.4 tAtth C-37 447 3�1 0 W I4 BASIS OF HORIZONTAL CONTROLTHE COLORADO STATE PLANE COOROINATE 9TBTLM, CENTRAL 20NE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (u5C 6 GS ANDA)R USOS) TRIANGULATION STATIONS WERE USED NAME ORDER CATHENINE 2M GNAT 3,4 COORDINATES x 1 1,516,5(1B.42 r . 581,255 78 x 11,231,56660 r• 523,843.10 gal* OF VERTICAL CONTROL USC 6 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME 0.156 4470 74 PS 0 0 x ORDER 244 244 ELCVIITION 6192.284 4869860 LEGEND HOR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER amp P01NT CROSS SECTION POLE rrwCE TREE • BRUSH 0. SCRUB _ 1 f 1 FOUNDATION Ar RUINS SECTION LINE - . FOUND SECTION CORNER UNFOUND SECTION CORNER APPRO8. SECTION LINE COMPILATION BY PHOTOCRAMMETRIC METHOD-, FROM 6- C.7 L. vERTICAL AERIAL PHOTOGRAPHY TAKrN NOV. 15,14617, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STAN0AR06 PREPARED 87, ANALYTICAL SIRvEYS, INC. 4167 SNTON ROAD COLORADO SPRINGS, CO. 60907 303.593.0093 SCALE 14 FEET 200 0 0 200 4C.1 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY S10UMEN10 OHT81C1, CORPS Or ENQNEERS 650 ELM MML 3AE888412 . CM1E0RNIA 1841*4714 PREPARED POR GARFIELD Q MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER OONSERVAT ION 804R0 OE NV E R, COLORADO DECEMBER, 1982 JUL 1917 u x 53452 , \ x 5343.7 y x5343 5 x5341.5 \ /Zone/ x. \r 1 50 53C° x5359.2 A, � A 5339.5 x N 626.000 772x • ..� /., 762 /' / x5338.8 1334.6 • JJ O 5509.1, 5507.9 N 625000 • MATCH SHEET C-36 5509,8 x5466.3 3550321,9 N 624,000 x 55141.9 5531,E x / x 5532.2 5530 RIFLE MUNICIPAL AIRPORT B520 "e3k33/ x 5503,3 x 5503.3 1 5500 X5491.0 .3 —�1 \ 3 ff O•5496.8 N 623,000 • 5537.2 • j5497.3.- `e9-- 5498.2 r I� �Tq•!rr • 449 N 626,472 E 1,375,252 445 N 625,964 E 1,374,977 444 N 625,687 ( 1,373,516 443 N 625,690 E 1,371,726 N 622,000 450 N 626,335 E 1,375,264 467 N 8E5,537 L 1,375,157 455 N 625,586 E 1,375,126 z - C-38 BASIS OF HORIZONTAL CONTROL THE COLORAOO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT COPf011MAL CONIC PROJECTION. THE FOLLOWING (uSC 6 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED• NAME CATHERINE ORDER COORONATES 2na x:1,516,508.42 Y • 581,255 78 GNAT 310 4:1,231,55660 Y r 523,643.10 DA313 OF vERTICAL CONTROL uSC 6 G9 5EA LEvEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME D 156 411707A PS ORDER 2na 2na ELENTION 6192.284 4E169.660 LEGEND (� HOR12. CONTROL Q VERTICAL CONTROL X BENCHMARK •;17 PHOTO CENTER GRID P01NT CROSS SECTION e POLE FENCE TREE BRUSH or SCRUB Tr 1 FOUNDATION or RUINS SECTION LINE —}- FOUND SECTION CORNER UNFOUND SECTION CORNER I -- APPROI. SECTION LINE COMPILATION BY PIIOTOGRAMMETRIC METHODS FROM 6` C F L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,817, 1902 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED Rw ANALYTICAL SURVEYS, INC. 4167 S+1TON ROAD COLORADO SPRINGS, CO 60907 303.595-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIMER AND TRIBUTARIES FLOOD PLAIN STUDY DEPARTMENT OF THE ARMY SACRAARNTO DISTRICT, CORMS OF 01616Dq 650 CAPITOL MAIL 3ACRAMENT4 CALIIORNIA A50144791 PREPARED FOR GARFIELD S MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1962 JUL 1117 MATCH SHEET C-40 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 E I,540,000 EI'�41,D00 Ejr54E •OO UAYCH SN E RP-2 _ E 1.943.000 E 1344,000 74,318.6 E 1.540.253.6 N 574.'Ab` E 1,541.165 N 571,46 E 1,542.4 1 32,3 33 5 4 •4 998 N 372,509 E 1,543,103 307 ` a L.R 6365.0 , -6R 64/0\ 999 N 571,927 E 1.543,793 J N 374.000 4 - :0 O - Y.o 1ESs gto W .• En 2 3 BASIS OF HORIZONTAL CONTROL THE COLO►A00 STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLL0*64G IUSC 6 G5 AN0/OR USGS) TRIANGULATION STATIONS WERE USED' NAME ORDER CATHERINE 2110 COORDINATES Y 41,516,508.42 TT 581,255.78 ONAT 3.0 K.1,231,566.60 Y • 523,643.10 BASIS OF VERTCAL CONTROL USC 6 05 SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORDER ELEVATION 0.156 244 6192.284 4e70.74 PS 2.E 466Ae90 LEGEND O HORIZ CONTROL Q VERTICAL CONTROL X BENCHMARK ,•7' PHOTO CENTER GRID ROIN1 --- CROSS SECTION POI. E FENCE TREE -ti BRUSH a SCRUB _1T I FOUNDATION o, RUINS SECTION LINE -+- FOUND SECTION CORNER UNFOUND SECTION CORNER - APPROX. SECTION LINE COMPILATION FIT PNOTOGnAMMTTnIC METHODS FROM 6 Cr L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOv. 1516,017, 19R2 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY ST ANDA ROS PREPARE,() as ANALYTICAL :IIRvE•5, INC, 4187 SINTON RDA) COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 4C0 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD 6 MESA COUNTIES, COLORADO RF IN C00RFRATIVN w17H COLORADO WATER lS'W45 RWt1T7A 60ARO DT NvER, DtyLORAi 0 nre weem, Ie62 E 1.540.000 E 1,541,000 E1542,000 E 1,343,000 E 1.544.000 ilr - It — 63404 .r 6344.0 III \\ III •II ir ,6345.8 • •II III :Ns,..x 6345.3\_ 6•• • ' 340.3 ta N Y' 2 x 6343.8 K 6343.8 I6343.8 6347.0 x6330.3 x 6345.5 x6343.0 \\ • 993 N 578,889 1,540,827 6345.0 8344,9 - 6345.3 634&2 I x6345.8 N. 1 ' r I (\J ..... � 1_ r.133452 3 X 6336.$ 29;28 32, 33 996 N 523.358 E 1,541,583 w17 4- 835 361.7 x6355.$\� 63555 x I 99? N 574,633 E 1,543,315 63772 �14 998 N 574,781 E 1.544,015 i 6391,0 3D 1 0 41 0 v VW uw 0 r 00 z$ 3 Tx i W „1 x0 U 0 g1 0 0 BASIS 0' /IORI2ONTAL CONTROL' THE C0L0'ADO STATE PLANE COORDINATE SYSTLM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING fUSC 6 OS AND/OR USOSI TRIANGULATION STATIONS WERE USED' NAME ORDER COORDINATES CATHERINE 2n4 x•1,516,506.42 Y: 381,255.7ff GNAT 3rd 7:1,231,566.60 Y • 523,643.10 OASIS OF VERTICAL CONTROL' USC 6 0S SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS' NAME ORDER ELEVATION 0-156 2nd A1R2 284 4670.74PS 2nd 4A69 ARO LEGEND • H0R12. CONTROL Q VERTICAL CONTROL X RENCHMARK' 4F21 r10T0 CENTER GRID POINT CROSS SECTION O ROLE •FENCE TREE A ,ry BRUSH or SCRUB 1 I I FOUNDATION 0, RUINS SECTION LINE ▪ FOUND SECTION CORNER _L. UNFOUND SECTION CORNER APPROR. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,617, 1962 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 6Y, ANALYTICAL SURvEYS, INC. 4167 SPOON ROAD COLORADO SPRINGS, CO. 90907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARf1ILD 5 MESA COUNTIES, COLOR Arlo IN COOPERATION OWN COLORADO WATER CINIMANATIDN 90*RD RENyER. MONACO Dcc5Posen, 196E MATCH SHEET RF-I RF-2 6316.E 990 N 576.606 E 1.534,727 lc X62131.7 / E 1.535,000 '5990 N 575.037 E 1,534,565 990 N 574,612 E 1,534,667 E 1,536,000 30129. 991 3132 N 577.065 E 1.535,779 3. o0E 6303.5 992 M RTS 1,5 E 1,336, 749 If aLo OENVER 11423 391 N 574,774 E 1.535,652 31132 6 E 1,537,000 N 575,54? E 1,537.192 E 1,539,000 N 75,356 E 1,539,351 993 N 576,503.2 E 1,330,6A4.4 E 1.539,000 • • 1 8 O A 2 z a BASIS OE HORIZONTAL, CONTROL. THE COLORA00 STATE PLANE COORDINATE SY9TE M, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 GS *Pl0V6 U903) TRIANOUL AT ION STATIONS WERE USED. NAME ORDER MORO/RATES CATHERINE 2n4 1 a 1,516,6O5.A2 r 561,255.7R GNAT 3.4 K * 1,231,566 60 T v 523,643.10 SA515 OF VERTICAL CONTROL. USC 6 OS SEA LEVEL DATUM RASED ON THE FOLLOWING BENCHMARKS NAME ORDER ELEVRTION 0•156 2nd 6192.264 ART() 74 PS 2nd 4R69.660 x Ait! LEGEND NOR12. CONTROL VERTICAL CONTROL RENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE --ww+— FENCE E r TREE r J BRUSH er Scaua f ' I I FOUNDATION n, RUINS SECTION LINE 4— FOUND SECTION CORNER —I— UNFOUND SECTION CORNER APoROK. SECTION LINE COMPILATION 6T PI$OTOGRAMMETRIC METHODS FROM 6" C.F. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV 13,16,R 17, 19R2 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 6T, ANALYTICAL SURVErS, INC. 416T SINTON ROAD COLORADO SPRINGS, CO. 90907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD S MESA COUNTIES, COLORADO IM COOPF. RAT ION WITH COLORADO WATE'I CONSERVATI011 R0AR0 DENVER, COLORADO R F-3 DECEMBER, 1992 '+ 579.000 N 5713000 N S77000 MATCH SHEET RF-3 N 576,000 N 57'5000 999 N 576.521 E 1.533, 332 987 N 576,543 E 1.533.255 986 N 576.552 E 1,533,233 985 N 576,918 E L532,292 964 N 577,004 E 1.530e1 3U131 • Y tieee. 3C31 23 3d • 6283,0 x 6278.8/ 2 IS •. 74 I x6259.2 e24.7 /6' e2S5 . N 576,638 E 1334,236 N 574,426 E L534.046 73.0 62063 6270 N 574,000 998 N 574.799 E I,532,945 999 5'CATHERINE N 574.446 RR !DBE E 1,537,739 2 x82518 • x 6243`y - 4a 6 62 1 / `• J�, �� R24p - �r A i : x I 62482 984 ! _ ��. • 24891 I x �: ,aA N 574,428 997 N 574,930 1,532,860 986 • 574.995 E 1,532,833 985 N 5,4,626 E 1,531,779 917 N 574,5(0 E 1.532.613 9R6 N 374.510 E 1.532,597 1+6—► 36 I ta AI Wt e1AA E 1,630.27! MATCH SHEET RF-5 RF-4 O 4 0 0 n W 0 0 0 rt P4515 OF HORIZONTAL CONTROL, THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IUSC 8 OS AND/OR USGS) TRIANGULATION STATIONS WERE USED. NAME ORDER COORDINATES CATHERIWC End XTI,516,506.42 YC 581,255.76 GNAT 3rd xa1,231,566.80 r• 523,643.10 A315 OF VERTICAL CONTROL' USC 6 OS SEA LEVEL DATUM 84SE0 ON THE FOLLOWING BENCHMARKS NAME ORDER ELEKATION 0•156 End 6192.28A AG f0.74 PS 2n4 4551550 L'1 0 •,.r7 LEGEND HORIZ. CONTROL VERTICAL CONTROL BENCHMA RN PHOTO CENTER GRID PAINT CROSS SECTION e POLE —�— FENCE TIIEE BRUSH o• SCRUB -.f7 I FOUNDATION o• RUINS SECTION LINE -}- FOUND SECTION CORNER _L. UNFOUND SECTION CORNER APPROX. SECTION LINE COMPII ATK)N RT RH0i0Gn4MMETRIC METHODS FnoM 6' C.EL VERTICAL AERIAL PHOTOGRAPHY TAKEN NON 19,I6,1117, 1992 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY, ANALYTICAL SLRTVEYS, INC. 4167 SPOON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 CONTOUR INTEnvAL - 2 FEET COLORADO RIvrR AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD a MESA COUNTIES, COLORADO IN COOPERATION WITN COLORADO WATER CONSERVATION BOARD DENVE9, COLORADO DECEMBER, 1992 N 578.000 N 3? 7,000 MATCH 541EE1 RP-4 N 578.000 N 575,000 N 574,000 983 N 577,647 E 1,530,080 A. THE RANCH AT ROARING~:, 068 SU " 1 _V ,4 98u I M 578.1332 61 • 8199.0 6200 WATER ELEv.6232 6223.0 x• x6207.0 6203.E I 99E13 N ST6,6B3i E t, •125 981 N 576,727 27,424 x6205 I •W4 R239. ! t 62'J7.61 6234.8 x ez27.5 6219. x8244.5 '\ M 575,053 y E I5*7,5' x8223.0 CI 4 N 574.524 1526.329 6218.2v1O 1 1 1 �1 '824,11: PINT xe 1' G792.0 .01Y, , q0 tV v tot el 62554 E i}29,000 0 N BASIS OF HORIZONTAL CONTROL • THE COLOSADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, 14M8ERT CONFORMAL CONIC PRDJECTION, THE FOLL01RR10 (USC 6 G5 AND/OR USGS) TRIANGULATION STATIONS WERE USED' NAME ORDEN COORDINATES CATHERINE 2.4 K F 1,518,506.42 rF 581,255.7e GNAT are x• 1,231,586.60 Y • 523,603,10 p*51S OF VERTICAL CONTROL, USC 6 OS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORDER D-156 end 41170» PS 2.M A 0 X ti. J _ f 1 I ELEVATi0N 6192.284 AMR R80 LEGEND HORIZ. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE 8803N n, SCRUB FOUNDAt ION co RUINS SECTION LINE --� FOUND SECTION CORNER UNFOUND SECTION CORNER APPROX. SFCT ION LINE COMPILATION 8Y PNOT04311AMMEYRIC METHODS FROM 6- C.F.I.• VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 1506617, 1982 TH15 MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 8Y, ANALYTICAL SURVE TS, INC. 4167 51NTON ROAD COLORA00 SPRINGS, CO. 80907 303-593-0093 SCALE tN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER ANO TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD S MESA COUNTIES, COLOR ADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 MATCH SHEET RP-6 (MATCH SHEET R P-7 RF-5 ,.52,,000 E 1,522.000 E 1,523,000 E 1.524.000 E 1.525900 E 1,528,000 61 61543 x 6156. ;- • • 515 7.0-7 Dorn 975 N 578.059 f 1.520.97' 975 N 5130,163 E 1.521,837 52.7 '1s X ,, 4. 6158.2 X X 6161.5 6193.0 ; et ,„.6193.0 93.3'. ROARING FORK SAND AND GRAvEL WATER x Elev. 6167.5� 1669 X 976 N S79,727 E 1,523,167 976 N 578,091 E 1.522907 6169.6 X 6169.0 �O� 0- 6205.9 817\ 977 N 579,401 E 1,524,162 ":7-- x 6181.8 6181.1 — 978 N S77,997 E 1,S7S,099 26 4 25 978 N 579,106 ( 1,525.324 4A 979 N 579.016 E 1,525,74. N 590,000 2 w aTC,. SNEE 0 0 0. X � N 6201.4 BASIS Or HORIZONTAL CONTROL THE COLO;ADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONr0RMAL CONIC PROJECTION. THE rOLLOWINO lusc 8 GS AND/OR U905) TRIANGULATION STATIONS WERE USED, NAME ORDER COORONATES CATHERINE 2ed x.1,S16,508 Ye 561,255.78.42 GNAT 3rd S.I,231,56640 T• 523,643.10 pASI$ Or v(RTICAL CONTROL, USC 6 OS SEA LEVEL DATUM BASED ON THE rOLLOwING BENCHMARKS. NAME D•156 497074 PS 2'd 0 x OROER 244 ELEVATION 6192 204 4669860 LEGEND HOR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE 1 > TRFF .10}i _11 1 I BRUSH n. SCRUB FOUNDATION er RU1NS SECTION LINE FOUND SECTION CORNER -I- UNFOUNO SECTION CORNER I - APPROY, SECTION LINE COMML ATK)N AY PHOTOGRAMME T RIC NE THODS r Rpm 6 C.Ft. vERTICAL AERIAL PHOTOGPAPHT TAKEN NOV. 15,16,617, 1982 THIS MAP COMPLIES /vim NATIONAL MAP ACCURACY STANDARDS PREPARED BY. ANALYTICAL SURVEYS, INC. 4167 SR/TON ROAD COLORADO SPRINGS, CO 60907 303-593-0093 SCALE IN FEET 700 0 0 700 4(70 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD N MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION 60AR0 DE LAVER, COLORADO DECEMBER, 1982 MATCH ',HEET Rr-7 R E 1,522A00 E 1,523,000 MATCH SHEET Rt:-6 C 1,524,000 E 1,525,000 E 1,528.000 E 1,521,000 -> k I - 6157- .0 3x 6159.01 ) 0 .✓" a > x 6161.E �11 ° eactl xv Do same 6210 6z09,Z EIVE r e22o 975 N 576,50R E 1,522,930 975 N 576,134 E 1,522,94? X 0 WESTER r—RI TO MID CONTINENT COAL. MAIN ROAD 976 N 578,809 E 1,523,933 976 N 574,115 E 1,523,722 6 3o• 9 79 N 57+1136 E 1,525,191 35 36 2 1 97! s N 376,54E E 1.525,421 I 0 0 z x O O M1 1R z 8 T RF-7 AnSIS OF HORIZONTAL CONTROL, THE COLORADO STATE PLANE COORDINATE S781ER CENTRAL 10NE,LAMBERT CONFORMAL CMG$t10,IECTI0N, THE POLLOWRNG (usc 6 as ANDI[fll uses) i9IANOLR-At10N STATIONS WERE USED' NAAft (BIDER DXRCANATES CATHERINE ENT x:I,514,506.42 V . 561,255.7E GNAT 3rd x11231,566,GO Y. 525,643.10 12AStS Or VERTICAL CONTROL_ USC 8 01 SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORDER ELEvAT10N D•ISA Zed 6192.284 ng707+PS 21M 4669:660 LEGEND • NOR11. CONTROL O VERTICAL CONTROL X BENCHMARK' +..n PFg7T0 CENTER GRID POINT CROSS SECTION POLE —+ — FENCE ' 1 TREE ` BRUSH er SCRUB • _JT 1 FOUNDATION or RUINS • - _ SECTION LINE -� FOUND SECTION CORNER UNFOUND SECTION CORNER APPROX. SECTION LINE COMPILATION BY PHOTCH:RAMMETRIC METHODS FROM 6' C.F L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV, 15,16,617• 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED Err • ANALYTICAL SLPIVEYS, INC. A167 51NTOH ROAD COLORADO SPRINGS, CO. 80907 303-593.0093 SCALE IN FEET 200 0 0 • 200 4C( CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD S MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION ROARO DE NYE R, COLORADO DECEM6 ER, 19 R2 N 5R2 ,000 N 56i,o00 N 680.000 MATCH SHEET N 579,000 PI 576,000 P. 57 7 .000 •-4 2 26 ZT 974 N 580,604 E 020.500 973 N 580,847 E 1,519,784 973 pl 579.060 E 1.518,757 972 N 581,005 E 1,517,098 617 .23.0 41.0 X AV' • 41.4114 x6223.0 6127.0 5 6153,7 72 11 579,066 E 1.517.133 973 N 577,503 E 016,5,14 6146.E X PI N 577, E 1,519,6t$ 6/3i..;39 0 0 CC; ts, 4 .7; RF-8 tw,srs Ox HORIZONTAL CONTRIX. THE COLORADO STATE PLANE COOPTOINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOW/NO (USC 605 ANDOR Inas) TRIANGULATION STATiONS T/ERE USED. Wog CRETER coonowartS CATHERINE 2n4 11•1,5115,509.42 Ts 561.256.76 GNAT 3.e 521.231.56640 v • 523,643.10 psis 07 VERTICAL CONTROL, usC 6 05 SEA LEVEL DAWN BASED ON THE rout:wpm BENCHMARKS NAME OROER ELEVATION D • 156 2nd 6192.264 A R 70.74 res 2n4 4069.660 4,1;77 LEGEND Homz. coNixot. VERTICAL coNTRot. BENCHMARK - PHOTO CENTER GRID POiNT CROSS SECTION ROLE FENCE T REE BRUSH a SCRUB T FOUNDATION �. RUINS — — J SECTION LINE —I— FOUND SECTION CORNE UNFOUND SECTION CORNER APPROX. SECTION LINE COMPILATION SY PHOTOE;RAmmETMC METHODS TRom 6 C.EL VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,15,8 17, 1882 THIS MAP COMPLIES 'Nam NATIONAL MAP ACCURACY STANDARDS PREPARED DTI ANALYTICAL survgys, OK. 41137 SPOON ROAD COLORADO SPRINGS, CO. 90907 303-593413093 SCALE H4 MET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PR$PARED FOR GARFIELD a MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER EXINBERATION Romeo DENVER. COLORADO DECEMBER, IOU MATCH smEET RP-10 M 576,000 MATCH SNEE RF - 7 M 575.000 N 574,000 N 573,000 .•.'/ �613A7/ 6,33.? k I Ie136.8 9TV �.7I, ;I' . r, / r 5147.6 `81. t.0 %'1$ia6.3 if L . ,/ �L \{ o--1=ll! \41 • 5143.8 ' III ! \ • yele i x . s �1 3 i I Y ✓ S 6139.3 5,30 v —.----�A- — — - 6137.9 \ / 17L3 MATCH EDGE CARRONDALE, CO. KUCERA / SCHMEUSER AN0 ASSOC. TO MI13 CONTINENT COAL CO, 975 N 576.836 E 1.520,8 VI 974 N 376.561 E 1,519.514 WEST ROAD 975 N 576,61R E 1.520,637 351 3,13 -+ Fz RF-9 E 1,520,000 E 1,519,000 E 1,515,000 E 1,517,000 oasts of HQRIZONTA, CONTROL' THE COL07A00 STATE PLANE COORDINATE SYSTEM CENTRAL IONS, LAMBERT CONFORMAL CONIC 1;RO/ECTION. THE FOLLOW/NO (USG R OS ANoioR MS) TRIANGULATION STATIONS wERE USED, NAME ORDER COORDINATES CATHERINE 2nd xI,516.508.42 T ■ 561,255.78 GNAT 3.0 3• 1,231,566.60 T' 523,643.10 pasts Or v6RTICAL CONTROL, USC B BS SEA LEvEL DATUM BASED or. THE FOLLOWING BENCHMARKS' NAME D•156 4870.74 PS 0 Ap ORDER 2nd 2nd ELEVATION 6192.284 A066B60 LEGEND HOR12, CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER —I— GRID POINT CROSS SECTION POLE FENCE TREE BRT19N a SCRUB FOUNDATION or RUINS SECTION LINE -{- FOUND SECTION CORNER -I- UNFOUND SECTION CORNER ( — — *80803. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.r. L. VERTICAL AERIAL PNOTOORAPNY TAKEN NOV. 15,18,617, 1982 THIS NAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 8Y, ANALYTICAL SURVEYS, INC. 4167 SPOON ROAD COLORADO SPRING%, CO. 50907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD S MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 N 581,000 N 580.000 N 579,000 MATCH SHEET N 578.000 N 577,Ooo 27 28 971 N 580.902 E 1,516,096 969 N 580.657 E 1,9101,711 969 N 560.340 E 1.511,720 tei N 579,967 E 5,514.599 MATCH EDGE CART ONDALE. CO. . RACERS/SCHMEUSER 6 ASSOC. 6 971 N 576.126 E 1,516,127 -+ E 1,515,000 E 1,717,000 OASIS Or HORIZONTAL CONTROL • THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING IUSC 6 OS ANOIOR USGSI TRIANGULATION STATIONS WERE USED, NAME ORDER CATHERI NE 2nd COORDINATES x•1,516.508.42 Y. 581.255.78 GNAT 3rd x * 1,231,566.60 Y+ 523,643.10 OASIS Or VERTICAL CONTROL USC 6 OS SEA LEvEI DATUM BASSO ON THE FOLLOWING BENCHMARKS. NAME ORDER ELEVATION 0-156 2nd 6192.264 4970.74 P5 2n4 4669660 LEGEND Q HOR12. CONTROL VERTICAL CONTROL X BENCHMARK_ 4:tt PHOTO CENTER I GFi10 POINT CROSS SECTION POLE — . — FENCE Cly TREE BRUSH Or SCRUB — J 1 i 1 r0UN0AT10N or RUINS — SECTION LINE ± FOUND SECTION CORNER —I— UNFOUND SECTION CORNER -- APPROX. SECTION LINE COMPILATION 8Y PHOTOORAMMETINC METHODS r NON 6" C.F.L, VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,6IT, 1962 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY' ANALYTICAL SURVEYS. INC. 4167 SRN70N ROAD COLORADO SPR4N05, CO. 80907 303-593-0093 SCALE IN FEET ?CO 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FM GARFIELD S MESA COUNTIES, COLORADO RN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO RF-10 DecEMBt#, 196E • 1 ► 4, 1 o • .roe ZONE B Yp •0,. E 1,515,000 MATCH TO SHEET Rf—II 1 • trtI t. !► mew . ..... MATH 1U SHEET Rf! 11.2 •..a • E 1,5461000 • .!W ri91706 BiCII r 1 E 1,9I10OO .HM • P • ■ : NI I 4 a� BASIS OF HORIZONTAL CONTROL=. THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL - CQNIC PROJECTION. THE FOLLOWING (USC S GS AND/OR USGS) TRIANGULATION- STATIONS WERE USED' NAME ORDER CATHERINE 21Id COORDINATES X- 1,516,508.42 V= 5131,255.78 GNAT 3rd 7L? 1,231,566.60 ;Y=- 523,64,110 BASIS OF VERTICAL CONTROL, USC 6 GS SEA. LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS''_ . NAME D -156 4870.74 PS 0 x 4 ORDER 2 nd 2nd ELEVATION 6192,284 41369,860 LEGEND HORIZ. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION 0 POLE .� FENCE TREE BRUSH of SCRUB FOUNDATION 0r RUINS SECTION 'LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM fi"-C•F•L. VERTICAL _AERIAL PHOTOGRAPHY . TAKEN NNY. 26, 1962 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 6Y; KUCERA 9 ASSOCIATES, INC, 4690 MONACO PARKWAY DENVER COLORADO, 60216 303-388-9289 SCALE IN FEET 24O 100 O 2!I!q CONTOUR INTERVAL - 2 FEET 40S COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD IS MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DE NV ER, COLORADO DECEMBER, 1992 E 1,514,000 8 0 0 0 n z 0 8 4, aft �r E 1,55,000' web I Se 1 Of) MATCH TO SHEET RF-U-I i • Io I I V� 7I ,� -. if :.tom y-� • RF-I 1-2 BASIS OF HORIZONTAL CONTROL = THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOwING (USG 8 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED NAME ORDER COORDINATES CATHERINE 2nd Y = !,5[6,508.42 Y= 581,255.7E GNAT 3rd x= 1,23066.60 Y= 523,643.10 BASIS OF VERTICAL CONTROLUSC a GS SEA. LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORDER ELEVATION D-156 2nd 5192.284 4870.74PS 2nd 4969.860 ;o X • 4 ' L LEGEND HORIZ. CONTROL VERTICAL CONTROL BENCHMARK. PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE - BRUSH or SCRUB _I I I FOUNDATION or RUINS - — J SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.f.i.. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 26,1902 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY KUCERA S ASSOCIATES, INC. 469C MONACO PARKWAY DENVER COLORADO, BO216 303-3BB-Was SCALE IN FEET 200 100 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD 9 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD-= DENVER,COLORADO • DEC£M6ER,19B2 E I,5I6,O0O E 1,517,000 E 1,5113,000 MATCH TO SHEET RF-I1-2 ptiolf if ij • I Sifter fR-1`1 11 "••••.V 0i • I BASIS OF HORIZONTAL CONTROL; THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED NAME ORDER COORDINATES CATHERINE 2nd X=1,516,508.92 t : 581,255.76 GNAT 3rd x=1,231,566.60 Y= 523,643J0 BASIS OF VERTICAL CONTROL. USC 8 GS SEA. LEVEL DATUM BASED ON THE FOLLOWING 'BENCHMARKS : NAME 0-156 4870.74 PS ORDER 2nd 2nd ELEVATION 6192.284 4869.860 LEGEND HORIZ. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT r CROSS SECTION POLE FENCE TREE BRUSH or SCRUB FOUNDATION or RUINS SECTION LINE COMPILATION _ BY PHOTOGRAMMETR1C METHODS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 26.1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY: KUCERA 8 ASSOCIATES, INC. 4690 MONACO PARKWAY CENTER COLORADO, 80216 303-388-9289 SCALE IN FEET 200 100 O. - 200 400 1 I CONTOUR INTERVAL — 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD 5 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER COMMOTION BOARD DENVER, COLORADO E 1,517,000 E 1,518,000 E IL19,000 E L5E0,000 RF-! 1=3 - DECEMBER, li8'2 N 567,000 N 566,000 N '565,000 N 564,000 N 563,000 N 562,000 207 E:0E CAR66NCALE,:J KJC=ate ECrMEUSEP 5 .SSOC INSET RP 1 %41 s• ONE 6240_ • f*� s x 6254.9 67c5 e 1 N 564,482 r' E 1,518,724 I� x 6263.0 290 X 6267.0 626 7.2 k62715 +I Z1O I 0 967 N 563,473 E 1,518,669 p6274, . Ilx 111 :I! 6275.9 11/ x •1 1 rl ° co I-X 5276.8 s Z ▪ • S 63 no 14,23 i5'22--' RF 1 I ~ 4 0 0 G 0 n W O G E 1,51e,0o0 0 0 n BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC a GS AND/OR USGS) TRIANGULATION STATIONS WERE USED: NAME ORDER COORDINATES CATHERINE 2nd X= 1,515,508.42 Y= 581,255.78 GNAT 3rd X,r 1,231,566.60 Y= 523,643.10 BASIS OF VERTICAL CONTROL: uSC 6 G5 SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS= NAME ORDER ELEVATION 0-156 2nd 6192.284 4670.74 PS End 48651360 LEGEND Q HOR12. CONTROL O VERTICAL CONTROL X BENCHMARK �2e PHOTO CENTER GRID POINT CROSS SECTION o POLE FENCE TREE BRUSH of SCRUB i I FOUNDATION or RUINS SECTION LINE -�- FOUND SECTION CORNER UNFOUND SECTION CORNER -1- APPROX. SECTION LINE COMPILATION BY PHOTOGRAMMETRiC METHODS FROM 6 C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,E r7, 1982 TH15 MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, GO. 80907 3Q3-593-0093 SCALE IN FEET 200 0 U 200: 400 1 � CONTOUR -INTERVAL -.2-FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD & MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER,COLORADO DECEMBER, 1982 O O 0 0 0 0 z 8 ar r- z 11 t r \ 1 iO 44, ro 4*Fr 44'4 / • \' �0 • .) !` i�' ' ▪ ;▪ l/. • r,% , h . l:',- 4 MATCH TO SKEET RF--11. • iy 4.1 E 1,514,000 f /• fr7 14 RF=I2 BASIS OF HORIZONTAL CONTROL' THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USG 8 GS ANONR USGS) TRIANGULATION STATIONS WERE USED: NAME ORDER COORDINATES CATHERINE 2nd X= 1,516,508.42 Y= 581,255.76 GNAT 3rd X= 1,231,566.60 Y= 523,643.10 BASIS OF VERTICAL CONTROL: USC a GS SEA. LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME D-156 4870.74 P5 I 0 X 4 y2 ORDER 2nd 2nd ELEVATION 6192.284 41369.860 LEGEND HOR12. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRIO POINT CROSS SECTION POLE FENCE TREE BRUSH or SCRUB FOUNDATION or RUINS SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.F. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 26, 1982 THIS MAP COMPLIES WITH NATIONAL MAP • ACCURACY STANDARDS PREPARED BY. KUCERA 8 ASSOCIATES, INC. 4690 MONACO PARKWAY DENVER COLORADO, 80216 303-388-9289 SCALE IN FEET 200 100 0 200 4C I � _ CONTOUR INTERVAL- 2 FEET COLORADO RIVER AND TRIBUTARIES . FLOOD PLAIN • STUDY PREPARED FOR GARFIELD & MESA COUNTIES, COLORADO IN COOPERATION • WITH COLORADO WATER GQHSERYATION BOARD DENVER, COLORADO DECEMBER, 19SL • i f E 1,511,000 E 1,512,000 E I,313,000 N ?H-1600 959 956 N 584,321 N 563,617 E 1,506A0 E 1,506970 -x7 ss�s� ___ mid?to ��—��• �t6ssi9!• --� 6i .N -" 'I I ri-� _-ue, -: -' � • Z� 4' �` _ 6075. r - - 6065,9 x , Q D -ter a/ �?r X6062Z 60613 6059.7, — e 1r5 609..E X 0 T7 � Jti J.t 6iE - 119.9 i 960 N 563,460 C 1,509,495 ...\er 6123.9 615 961 11 S62,413 E 1,510,203 6132.7 R 582,000 8M L- ISO MATCH CDGE CARBONDALE, CO. KUCERA/ SCHMEUSER R ASSOC. �1312 MATCH TO 6HEET Mr 12 ' 1222 // ` � 4 ` 0 0 O 0 OASIS OF 0011ij014TAL UNTROL, THE COLORADO STATE PLANE C00ROiNATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION, THE FOLLOWING (USC 8 0S ANORIR US031 TSIANOLR-ATION STATIONS WCRE UCirf' NAME ORDER CArlERINE 2nd GNAT COORONATEs 22 1,516,506.42 Ta 561,255.78 3rd Xa1,231,566.60 Ta 523,643,10 �ASI$ OF VERTICAL CONTROL' USC 8 G9 SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS NAME ORDER 0.196 2A1 4070.74 Rs 2..4 ELEvAnON 5192.284 4669.660 LEGEND 1 HOR12 CONTROL O VERTICAL CONTROL X( BENCIIMARI- 4 PHOTO CENTER GR10 POINT • ----- • CROSS SECTION e POLE — FENCE TREE .ti BRUSH O, SCRUB _ f 1 FOLAIDAT ION o. RUINS SECTION LINE -}- FOUND SECTION CORNER -I- UNFOUND SECTION CORNER APPROX. SECTION LINE COMOILATION 9T PHOTOGRAMMETRIC METHODS FROM 6. C F L vERTIC.AL AERIAL PHOTOGRAPHY TANEN NOV. 15,16,817, 19R2 TNIS MAP COMPLIES W11H NATIONAL MAP ACCURAC 7 STANDARDS PREPARED 0Y� ANALYTICAL SUPVEYS, INC. 4,67 SMTON ROAD COLORADO SPRINGS, CO. 60907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIM -TAMES FLOOD PLAIN STUDY PREPARED FOR GARFIELD S MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION 60AR0 DENVER, COLORADO N 5131,000 11 590.000 RF-15 DECEM9ER, 1962 N 589.000 N 58P 000 N 5137,000 N se6,000 0 0 0 0 r . • C• • • s : N 566,272. 1 I E 1,503,646/ a_ �r 9090 952 N 588,372 E 1,,504,909 60850 Afha. Z. 6067� N 585,437 E 1,504,226 N 596,093 E 1,503,903 T \ \lA N 565,000 7 6073.5 6074.6 606 60 70 7.]% X / 957 \ N 594,692 ! 1,506,539 77.9, /- f 8 4i BASIS or HORIZONTAL CONTROL. THE COIORADO STATE PLANE COOROINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOFFRIO (USC A A9 AND/OR USOS) TRIANGULATION STATIONS WERE USED, NAME ORDER COORDINATES I:nTHERINE 2r,A x: 1,516,506.42 Y: 581,255.78 GNAT are x: 1,231,566.60 Y . 523,643.10 VASIS OF VERTICAL CONTROL uSC 6 GS SEA LEvEL DAT um RASED ON THE FOLLOWING BENCHMAR8S• NAME ORDER ELEvAT10N 0•156 2PA 6192.2R4 4870.74 P5 2.4 4869.560 LEGEND • HDRIZ. CONTROL O vERTICAL CONTROL RENCHMARN. '• P8010 CENTER ARID P01NT CROSS SECTION POLE -- FENCE TREE BRUSH m SCRUB - f 1 FOUNDATION 0' RUINS SECTION LINE -}- FOUND SECTION CORNER )- UNFOUND SECTION CORNER -- APPRO X. SECTION LINE COMPILATAM 6T PNOTOORAuwETRIC NE114003 PROM 6" C.A.L. YERTICAL AERIAL PN0T0GRAPNY TAKEN NOV. 15.16,617, 7962 THIS MAP COMPLIES *ills NATIONAL NAP ACCURACY STANDARDS PREPARED DTI ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORA00 SPRINGS, CO. 80907 303-593-0093 SCALE 1N FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD 8 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CON'ERVAT ION 80ARD DE LAVER, COLORADO DECEMBER, 1982 N 564,000 .RF-I6 N 590.400 N 594,000 O 069.2 • N 593.000 940 N 592,852 E 1,503,273 949 N 591,651 , E 1,501,706 x60A9.2 N 592.000 949 14 590,471 E 1,502,941 N�90,776 E 1,302,-, 16058.3 6057.9x 1 591,000 x60673 6069.5 6096.4 951 N 569,151 E I.5G5,MTt 951 N 589,440 E 1,604,471 6093 N 585,000 60 F-17 u 4I14I5 Or 14OR12014TAL CONTROL' THE COLORADO STATE PLANE COORDINATE 9Y97EN, CENTRAL ZONE, LAMBENT CONFORMAL CONIC PROJECTION. THE FOLLO'A'INO (USC a OS ANOiOR US09) TRIANGULATION STATIONS WERE USED, NAME ORDER CATIIERINE Owe PQORpNATFS xT 1,516.508.42 ♦= 581,255.78 GNAT 3.E X 1,231,566.60 Y. 523,643.10 04113 OF VERTICAJ. CONTROL' USE 8 6S SEA LEVEL DATUM BASED ON THE COLLO'N0 46 BEHCIINARKS WANE D-156 467074 P5 0 k 0510CA 2ne 2nd EL£NATtON 6192.284 4869e60 tis'LND H0012 CONTROL VERTICAL CONTROL BENCHMARK - PH0TO CENTER 4--- GRID P01NT -- -- CROSS SECTION POLE TENET. Vti r TREE �r ,1 ORt1SH o, 5CR1k1 _r+ 1 FOt1NOAT ION 0, RUINS _ — J SFCTION LINf —+— FOUND SECTION CORNER UNKOUN0 SECTION CORNER — . APPRO5. SECTION OW COMPILATION BY PNOTOGRAMMET91C METN005 FROM 6" C.F.L. VERTICAL AERIAL PNOTOGRAPNY TAKEN NOV. 15,19,617, 1982 TN(S MAP COMPLIES 11,4 NATIONAL MAP ACCURACY STANDARDS PREPARE° BY ANALYTICAL SVRVt TS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303.593-0093 SCALE 14 CUT 200 0 0 200 400 1 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR OARFIELD S MESA COUNTIES, COLORADO tN COOPERATION WITH COLORADO MATER CONSERVATION 60AR0 °ENVER, COLORADO DECEMSER, %16t 11 599.000 1 E E x 6025.8 X 594/.5 941 N 597,736 E 1,500,5s6 __ 7s,7� �7�tq-. 898 N 597,535 E 1,501,081 898 • N 597,329 E 1,500,741 • 898 N 596,999 ° Y E 1,500,458 ♦ . • a98 N 596,657 E 1,500,428 lr 1 / 603L5 �• - JL� "30- 6030. 899 N 597,012 E 1,501,549 907 • N 596.304 E 1,502,806 906 N 596,50s E 1,502,419 CATTLE CREEK 60393 90 1�. 603Q>I N 596,477 -_ 904 E 1,502,343 �4 6025.0 E 1,5024237 DENvER 8 RIO - ►KL 5933.1 X/ 93 S029.0 90� 8M N-158 �_ 1 N 26.1 E I,59650,t26213 93023 NX0596,400 N 596,471 900 E I,5012,044 N 596,504 E I,501,98__1 N 596,911 E 1,500,551 943 N 596,591 +500, 40 42.5x % E 1,502,169 ^� 990. quA • - 1 1• N C. x5975.5 5970.2 943 943 N 596.281 E 1,499,229 `so x6025. , 5977.8X 899 N 595.877 E 1,500,508 NG--, 6037 96,063 E 1,501,882 N 595,917 E 1,501,57 944 N 595,763 E 1,500,677 5979.0 5948.5X N 596,000 MATCH SHEET RF-16-1 1 6009.8 / N 595000 V*V• 908 50 N 595,094 E 1,503,463 • 0 906 N 595,452 J E 1,502,525 904 N 5 95,49 7 E 1,502,396 7 N0595,447 E 1,502,746 905 N 595,4 4 2 E 1,502,463 947 5 E 1,502,452 209 Es ERN X5923.0 X 5995.0 5950.2 X 5981.5 0 co X5980,3 944 N 595,244 E 1,499,814 j5952.5 X 5951. 5960 N 594,000 59 �•5933.0X X 5981.2 /4 945 N 594,423 £ 1,500,110 946 N 594,540 E 1,501,609 X 5929.4 X 6012.2 X6033. X 5985. 6018.E X x 6012.8 7-C, (6010 „ ;57- `i'-P J ' . 6029.8 P �-^�r 6 946 N 593,735 E 1,500,8 79 E 1,503,000 0 O 0 aY u. cc MATCH SHEET E 1,501,000 uses OF HORIZONTAL CONTROL, TH-- COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL 20NE, LAMBERT CC COMIC PROJECTION. THE FOLLOWING f AMOVOR USG') TRIANGULATION STATIC WERE USED+ 14A E CAT) ERINE ORDER COCRC1NAr 2nd X. 1,516,50° Y. 561,255 GNAT 3rd X= 1,231,56E Xi 523,643 BASIS OF VERTICAL CONTROLS USC 8 SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS' NAME O-t56 487074 PS 0 X 4�,zt -1- ORDER 2nd 2nd ELEVATIC. 6192.284 4869.86C LEGEND NORIZ. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT CROSS SECTION • POLE -- FENCE -11 � t TREE BRUSH or SCRUB FOUNDATION or RUINS SECTION LINE FOUND SECTION COP UNFOUND SECTION CC APPROX. SECTION Li* COMPILATION SY PH070GRAMMETRIC M: FROM 6- C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV 15,15,817, THIS MAP COMPLIES WITH NATIONAL ACCURACY STANDARDS PREPARED 8T, ANALTTJCAL SURVEYS, INC. 4167 SWTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 200 SCALE IN FEET 0 0 200 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTAF FLOOD PLAIN STUD' PREPARED FOR GARFIELD & MESA COUNTIES, COLC IN COOPERATION WITH COLORADO WATER CONSERVATION 804 DEMYER, COLORADO RF-18 DECEMBER. 1982 E 1,504,000 E 1,505,000 E 1,506,000 . C 1,507,000 E 1,508,000 60095 1 X 6010.7, _ter NXol a8-' z a 3 4" O 0 0 i9 • • N 594,722j1;j1 E 1,504.368 ',I N 594,299 1I1 . E 1,504,273 �9 N 593,974 E 1,504,504 N 595,724 E 1,503,970 N 593,554 E 1,504,976 N 595,090 E 1,504,659 9 N 593,291 E 1,505,601 594,777 1,505,2 76 N 593,189 E 1,506,171 I' N 594,408 E 1,505,615 N 594,095 E 1,505,953 N 593,836 E 1,306,767 N 593;833 E 1,506,671 N 593,903 E 1,506, 247 N 593,09 E 1,506,583 R17113 N 594,173 E 1,507,640 N 594,152 E 1,507,601 N 594,652 E 1,508,407 N 594,131 N 594,550 E 1,507,562 N 594,277 E 1,508,435 W. - E 1,507, 790 . N 594,444 E 1,508,465 N 593,448 N 593,324 E 1,507,530 E I,507,367 512 N 593,768 H 593.594 E 1,508,224 E 1,508,779 N 594,481 E 1,508,603 N 594,418 E 1,508,5t 0 0 0 z O O 0 u 0 z 0 0 0 m a 0 li cc W 2 N x 2 0 O 0 of RE-.I8.-i.... 6150 N 594,195 E 1,509,369 BASIS OF HORIZONTAL CONTROL. THE COLORADO STATE .PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION_ THE FOLLOWING (USC & GS AND/OR USGS) TRIANGULATION STATIONS WERE USED: NAME ORDER C00ROINATES CATHERINE 2nd X: 1,516,508.42 Y. 551,255.78 GNAT 3rd x= 1,231,566.60 T. 523,643,10 BASIS OF VERTICAL CONTROL, USC 5 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: NAME ORDER ELEVAT1ON 0-156 2nd 6192.284 4870.74 PS 2nd 4869.860 LEGEND • HOR12_ CONTROL Q VERTICAL CONTROL X BENCHMARK • PHOTO CENTER J ✓ — f I 1 - -- GRID POINT CROSS SECTION POLE FENCE TREE BRUSH or SCRUB FOUNDATION or RUINS SECTION LINE ▪ FOUND SECTION CORNER -I- UNFOUND SECTION CORNER APPROX. SECTION LINE COMPILATION BY PHOTOGRAMMET RIC METHODS FROM 6" C.F.L. VERTICAL AERIAL PHOTOGRAPHT TAKEN NOV. 15,I5,817, 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 0 0 200 4C0 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD a MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982 C 1,510,000 C 1.515,000 C 1,513,0 DO 21,514,000 e e N 595,347 I7 '>LE 45014606 go N 595.136 E 1.309.119 N 525,485 E 1.509.606 6175,7 N 594.417 E I,MM,219 6177.3 —6200 N 595,977 E 1.511.539 N 595.654 R0. 113 E 1,510,940 1111 210 N 596,105 w E 1,52,966 ‘LLARg -___4t lR. �t6ltelt �fYa; _�`� �6>�6��►_ 6260.2 N 594,807 E 1,510,396 E 1,911,00o 1 N 594,755 E 1,511,128 N 594,976 E 1,511,644 N S25,963 C 1,512,361 N 595,270 N 545,150 E 4512,395 N 595.302 E 1,52961 E 1,5,3.557 N 595,452 E 1,313,645 -tNo _ to 2 v w 9 R 596,473 i " • // • ^ -� \Ns 3 9 -r so E I,3I4.763 N 836.250 E 1.513.663 N 3516,1 N !95,37a ! I.5^,r7+ C 1,516,040 jtr r =.�E !F 41 CO. RD. /13 ;...../.w..m+ 53 N 595,703.6 E 1,51440 N 595.669 E 14 E5 212 E 1.516.206 N 346,690 6344.e €SW • N 526,718 E I.316,007 3510 118`�afAr� ♦\\ \\ � �� N:rr \1 \\'.`.��'i t �� `(P ••-1 • " \ I '% ` \VIA �T�, I �/ / �� pe.4 tT �,� } ��.�•y • 3CS.4 1 091• r. \ �1 ; .4 .. • , i,: b' ; :4' :.:� �-1� ., h♦ _... `IY ,i � �` I •--/r _ ,)��66pi� �i lyrK�S ��1 .,�,�r �:��•{. 1�� 1 l • ".ft•�✓.,.. .1_��/� �-/� �.r. . �� ir•,t 5��.�;-•j74.'- zi+��t:`.`�.y�1.y ly/ I '•rii�\ \1 !•i:aC�jY.-'.�1—`,F>`-� . °'a ,,," , x6322 /% -ems_ •.1• 1 �, SACFi•. <v hT• A, ♦ ♦ n J�4'• twV7_ • //1r-•.,1f 1;,•2:- I N 595,7M E 1,5/6.126 (• N 995,015 E 1,316,519 N 545.936 E 1,517,392 1 N 596,002 E t,518,142 2 4 5 6,CO) RAS1A OF NORIZOWTAL CONTROL • THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL IONS. LAMBERT CONFORMAL CONIC PROJECTION, THE FOLLOWAdO (USC 6 OS *NO/OR U505) TRIANGULATION STATIONS *ERE USED. NAME LATHER/NE ORDER COORDR4*TES 2Ad 7. 1,516,506.42 Y: 561,255.79 ONO 3rd • • 1,231,366.60 Y • 523,643.10 DA31! OF VERTICAL CONTROL, U5C 6 03 SEA LEVLL DAT UN BASED ON TIRE FOLLOWING BENCHMARKS• WIRE D•156 411707455 ORDER 2•4 2..d ELENATTON 5192.294 4669660 LEGEND Q NORIZ, CONTROL O VERTICAL CONTROL X RE NCNMAR4 • PHOTO CENTER GRID POINT CROSS SECTION • POLE --- FENCE TREE !NUS,. •. SCALD FOUNOAT ION or RUINS SECTION LINE FOUND SECTION CORNER -I- -- A00•02. SEC'10s LINE UNFOUND SECTION CORNER 93V916495)4 99 1.10TD91•w[1 ARET11003 311014 d C►L. V2541CAL AERIAL ANS;TONIAPNT TAKEN NOS. 7S.16,61•. 112 THIS MAP COMRLIES 917N NATIONAL MAD ACCURACY STANOAN03 RREMREO WT• ANALYTICAL SPINETS, INC. 4167 SR110N ROAD OL0RA00 SPRIN03. CO. 90907 303-593-0093 3C.LE IN FELT 200 0 0 200 400 =^••'_JD •w-'FOWL - - ^= COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY U*ll IE1_0 b I4tsA COUNTIES. COL,IS*05I 19 COOPERATioN wITN COLO•AOO wA •ER C05O5Pv1+•�.. PCA•O DE NVER, COLORADO - 1 .515.000 E 1.5ro,o00 E 1.51 7.000 t 1,518,000 E I?19,000 OECEMBER, 1982 N 603,000 N 602,000 N 601.000 N 600.000 N 590,000 892 N 602.844 E I,499,407 E ,l99.000 8 0 0 0 894 N 601,230 E ►,496,394 893 N 601,6R3 E 1.439,506 894 N 600.508 6019J E I,R99.5A X212 11600JA9 E 1,4911,348 895 N 600,342 E 1,499,637 59T 897 N 598,511 6 1,499,205 60 941 N 598,111 [ 1,499,661 9A2 R 597,443 E 1,499,266 O 0 O 0 BASIS OF HORIZONTAL CONTROLTHE COLORADO STATE PLANE COORDINATE STSTEN, CENTRAL ZONE. LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 as ANONOI U54S) TRIANDULAT10N STATIONS WERE USED, NAME CATHERINE ONAT ORDER • 2nd COORDINATES 9.1,5113,508.42 Y. 5 1,255.78 3,d 6.1,231,566,60 T. 523,643.10 BASIS OF VERTICAL CONTROL' USC 6 OS SEA LEVEL DATUM RASED ON THE FOLLOWIND RENCMMARKS NAME D-156 SA70.74 PS OR0ER 7,e 2nd LEGEND ELEVATION 6192 264 1069660 Q H0R12. CONTROL O VERTICAL CONTROL )� RENCHMARK. PHOTO CENTER `w C, J .TT I FOUNDATION 0' RUINS SECTION LINE ▪ FOUND SECTION CORNER GRID P01NT CROSS SECTION POLE FENCE TREE BRUSH a SCRUB UNFOUND SECTION CORNER - - APPN01, it6T ION LINE COMPILATION 8T P OTOGRAMME TIRO ••ETH00S TROIA 6- GEL. VERTICAL AERIAL ►NOT08RAPNT TANEN NOV. 15,16,617, 1962 TN19 MA► COMPLES WITH NATIONAL MAP ACCUIIACY STANDARDS PREPARED 6+' AMALTTICAL SIPWETSeNIG 4167 SMTON ROAD COLORADO SPRINGS, Ca 80907 303-593-0093 WALE IN FEET 200 0 0 200 400 CONTOUR INTERIAIL - 2 FEET COLORADO RIVER AMP TRI6UTARIES FLOOD PLAIN STUDY PRE PARED FDII 0ARFlELD • MESA COUNTIES, COLORADO Pi COOP! RATION WITH COL OR ADO WATER CONSERVATION BOARD OE NV E R, COLORADO N 59R,000 F-I9 OECEMIIER, 19R2 E 1,496,000 E 1,497,000 E 1,490,000 C 1,499,000 ••. FIRS ✓ N 604.489' E 1.495.682 886 N 604.430 E 1.495,430 887 N 604, 24, E t.495.432 H 4 R W w S s- St4 ! � V 39 X 5946.2 5947.4 h' M1 4714 r 836 887 N 604,973 N 604.972 N1604,040 1,496,OS7 E 1,496,223 900 \'� a 889 N 604.483 E 1,496,711 l 890 N G04.136 E 1,497.448 6000- 0 689 N 602,911 E 1,498.164 5956. yb e %b99�, 890 H 602,533 E 1,496,867 X 19t N 603,817 f 1,498,J36 191 N 602.259 602 E 1.497,113E 892 M 602.62 [ 1,497,741 893 N 601,397 E 1,498,072 0 n d z 0 z 7 gASI5 or HORIZONTAL CONTROL, THE RI COLORADO STATE PLANE C00ROINA7E SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE roLLownq (USC 6 OS WEANO/ON RE USEUSGS D ) TRIANGULATION STATIONS NAME CATHERINE ORDER COOPOm1ATES 2nd 71 a 1,516,508.42 Y. 581,255.78 GNAT 3rd X: t,231,568.60 Y. S23,643.10 Dims 0r VERTICAL CONTROL' USC 6 0S SEA LEVEL DATUM BASED ON THE FOLLOWING 6ENCIIWARR5' NAME 0.156 4070.74 PS 0 _ 7 • 1 ORO[R 2nd 2nd ELEVATION 6192.234 47159350 LEGEND 110RIZ. CONTROL VERTICAL CONTROL BENCHMARK. PHOTO CENTER GRID POINT CROSS SECTION POLE FENCE TREE BRUSH o. SCRUB FOLINBAT ION o. RUINS' SECTION LINE -� FOUND SECTION CORNER UNFOUND SECTION CORNER APPROX. SECTION LINE COMPILATION BY PHOTOORAAWE TRIC METHODS FROM 6 C.F L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15.16,617, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PPE PARED RY, ANALYTICAL SURVEYS, INC 4,67 SINTON ROAD COLORADO SPRINGS, CO. 80907 303 - 593-0093 SCALE IN FEET 200 0 0 2O0 400 CONTOUR INTERVAL - 2 FEET COSORA40 RIVER AIM TRI6UTARIsa FLOOD PLAIN STUDY PREPARED r0R OARfi[L0 8 MESA COUNTIES, COLORADO IN COOPERATION WITH GOL06A00 WA TER CONSERMIT TON BOARD DEAVER, COLORA00 E ',493,0,00 E 1,494,000 E 1,495,000 3F-20 DECEMBER, I8112 E 1,492,000 E 1,493,000 E t,494.000 E 1,495,000 MATCH EDGE GLENw000 SPRINGS,CO. DELTA AERIAL SURVEYS 11/60 eel N 506,191 E 1.492.2791 N 979 nl N 606,577 E 1.491,706z MATCH SHEET 961 N 605.699 E 1,191.61E 950 N 505,961 E 1.491,1,9 5915.E x EE0 N 505,542 E 1,490,245 59%Os 5934.5 x x 5951.7 x 5951.2 5935.7 x E 4491.963 553 5920.0 x 5951.0 $94 N 505.249 E 1,494,447 - N 605,A91 s •�AI • B Li. ,gRAjEO[-�W[S�it �i.� - T•4Nw^•-_-wt.� • For fuw96Bvp14ifx6s�s�0�666�� 5912.3 x_ x , 5920/ Bela. _�_ t�� N 504.63T L't�,t E 1,491,599 962 >> N 605.40T �" X 1 E 1,492,583 eel N 604,9i4 E 1;192,730 WE9T6ANR x5927.• WES 110016151014 64 N 60.1,7991 4A94 x 5947.3 Ic 0 Ix W N 7 9 2 BASIS Or HORIZONTAL CONTROL, THE COLORA00 STATE PLANE COORDINATE SYSTEM, CENTRAL 20NE. LAMBERT CONFORMAL CONIC PROJECTION, THE FOLLOWING (USC B OS ANOAR USGS) TRIANGULATION STATIONS wE RE USED, NAME ORDER COORDINATES CAT HERRIE 2n6 x. 1,516.509_42 Y. 561,255.7E ONO 3.6 x.1,231,566.60 Y. 523.643,10 oA5I3 Or VERTICAL CONTROL USC 6 G5 SEA LEvEL DATUM RASED ON THE FOLLOWING BENCHMARK!• NAME 0.156 4970.74 PS 6 0 X ORDER 20A 2nd LEGEND ELEVATION 6192 .294 A869.860 NOR12. CONTROL vERTICAL CONTROL BENCHMARK" PHOTO CENTER GRID POI NT CROSS SECTION P0.E FENCE TREE BRUSH P. SCRUB FO0NDAT ION ,, RUINS SECTION LINE FOUND SECTION CORNER 1 UNFOUND SECTION CORNER APPROX. SECTION LINE COMPILATION 87 PHOIOGRAMMETRIC METHODS FROM 6" C.F. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN Nov. 15,16,817, 1982 THIS MACOMPLIES WITH NATIONAL AP ACCURACYP STANDARDS M PREPARED BY, ANA1 YTICAL SII9vEY9, INC. 4167 !UNION ROAD COLORADO SPRINGS, CO 80907 103-S93-0083 'ALE Ito FEET 200I 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD 6 MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERvAT10N BOARD DE N V E R, COLORADO E 1190,000 E I,491,000 F-21 DECEMBER, 196E E ,.466000 E I489,000 6 1 490.000 1,441,000 E I!92.000 MATCH EDGE GLENW000 SPRINGS,CO. DELTA AERIAL SURVEYS II/90 ✓ ,_ \ 8 8 e c C • 805 N 607,599 E 1,I417,639 X 004 N 607,5419 E 1,457,639 905 N 607.'80 E I,457,837 906 14 607,471 E 1,487,$f 806 14 607,206 E 1,487,559 604 N 607.180 \ E 1,457,637X 905 N 606,772 E 1,487,596 N 609,304 E 1,4R9,191 603 N 607,751 E 1,489,009 _ si e N 607,676 f. I,490 137 800 N 607,635 f 1!90,456 501 N 607,760 E 1,490,65 N 606e E 1,490,421 902 N 607,104 E 1,490,121 901 N 606,960 E 1,490,436 900 N 607,900 6 1.491,671 5'v0•___ RF-22 s O a MATCH $HE 8 b S BASIS OF HORIZONTAL CONTROL, THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 GS ANOAIR USGS) TRIANGULATION STATIONS WERE USED, NAME ORDER COORDINATES CATHERINE .2A0 xsI,516,50e 42 Ys 581,255.78 GNAT 3rd x• 1,231,566.60 ♦ • 523,643,10 OASIS OF VERTICAL CONTROL• USC 9 OS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS , NAME ORDER ELEvRT10N 0-156 Val 6192.284 487074PS 2..d 4669960 LEGEND Q 4•00412. CONTROL Q VERTICAL CONTROL X BENCHMARK. 4.er PHOTO CENTER ORIO POINT CROSS SECTION POLE FENCE TREE BRI.t514 a SCRUB 7 • 1 FOUNDATION et RUINS SECTION LINE FOUND SECTION CORNER -1- UNFOUND SECTION CORNER -- APPROX. SECTION LINE COMPILATION BY PHOT00RAMMETRIC METHODS FROM 6" C.F.L. vERTICAL AERIAL PHOTOGRAPHY TAKEN Nov. 15,16,817, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED WY' ANALYTICAL SURVEYS, INC. 4167 SPOON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 BALE 174 FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR OARFIELD a MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION 60ARD DENVER, COLORA00 (ACUMEN, 19412 E 1,487,000 MATCH SHEET PF-22-1 w 603,000 N 604.000 N 6O3 000 N 806,000 N 807,000 3 N1502,710 E 0,486,130 _ 6,00 O 6-SO r63312 L' ` rr 813 N 602450 E 1,456,530 6470 812 N 603,525 E 1,486,416 CNELYN ACRES e12 w 503.269 E 1,487,149 911 N A01 141 E 1486.905 4 33 6n N 504,066 D 34 E 1,487110 .420 . u 6A0g390 610 6 901,1R2 C 1,4116,90A 800 N 604,132 E 1,487,111 609 N 604,322 E 1.486.902 63so 504 w 604227 E 1,457,513 q.RKHT %IE* S(IRO1v16044 611 w 604,167 [ 1,467,195 et, N 804.093 [ 1,407,461 8,0 w 604,2A E 1 487,23 3 34 2�33 610 N 604,171 E 1,451,444 500 w 605,104 5 1,457,007 ��ft•_A�!•1f•Ay,v14 G b eat egeo Za 17020 p 105.033 5 1,417,521 4- 807 N 808,248 E L48Ba02 807 N 8046,240 E 1,4197,319 2 808 N 606,76e `` E 1,417,54 a — pals of HORIZONTAL CONTROL THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION, THE rOLLOTRND (USC 5 GS AND/OR USGSI TRIANGULATION STA/WN5 WERE USED, NAME CODER CA714ERINE 2nd 000RO IATEe x' 1,515,508.42 Y. 581,255.78 GNAT 3.d X 1 1,230e460 Y4 523,643.10 OASIS Cif VERTICAL CONTROL, USC 6 0S SEA LEVEL DATUM RASED ON THE FOLLOWING BENCHMARKS' NAME D-156 4870.74 PS 0 0 X 44! OROER 2114 2nd ELEATION 5192.264 4969e5o LEGEND HORIZ CONTROL VERTICAL CONTROL RENCHMAR6 PHOTO CENTER GRID POINT CROSS SECTION POLE —w� FENCE TREE BRUSH o• SCRUB —T• 1 1 FOUNDATION or RI111JS SECTION LINE FOUND SECTION CORNER UNFOUND SECTION CORNER APPRO%, SECTION LINE COMPILATION Rr m10TOGRAMMETRIC METH00S FROM A- C F L. VERTICAL AERIAL rUOT057r*PHT TAKEN NOV, 15,16,617, 1452 14I9 MAP C0RAPLlE3 WITH NATIONAL, MAP ACCURACT ATANIIA*L,3 PREPARE() RT' ANALYTICAL SUPvETS, INC. 4167 S W TON ROAD COLORADO SPRINGS, CO. 90907 303-593-0093 SCALE IN FEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED ►OM GARFIELD & MESA COUNTIES, COLORADO N S02 :K,7, �F-22-I IN COOPERATION *ITN COLORADO WATER CONSERVATION ROAR° DENVER, COLORADO DECEMBER, 1902 N 598.000 N 600,000 N 599,000 N 801,000 N 602,000 1 485.000 827 628 589,J66 E 1,494,969 N E 1,4 eves /. COUNTY RO. 110 6 829 N 597,562 1 E 1.485.544 NATCN SHE f pF-2 -j R24 N 599.252 E 1,485,047 823 N 599,329 E 1,405,058 N2599.375 •— E 1,405,064 R21 N 599,951 C 1,485,2900 821 N 599,748 4 E 1,4115,694 9! 10. 3 N 598437 829 N 598,300 E 1,485,1E11 828 N S96,319 E 1.485,409 — • 825 Id 598,578 E 1,404,903 825 03.5926 E 5988 693 827 826 N 598,459 E 1,485,191 827 N 598,412 E 1,485,196 ez4 N 599,040 E 1.485.430 823 N 599.085 C 1,485,455 622 826 N E 599,143 6482 N 596,502 I E 1,4E15,329 E 1,485,470I B27 N 5915.404 E 1,485,381 6474 6473, B19 N 600,366 820 E 1,485,717 N 000,311 619 E 1,443,508 N 600.409 ,8,I1 G00,374 820 E 1,485,859E 1,465,529 N 600,398 B19 E 1,485,951 N 600,438 NI 800,467 E 1,405,370E 1,465,977 1112 817 N 601,024 E. 1,485.766 817 N 800,940 E 1,4116,220 616 N 601,797 E 1,486,045 816 N 601,567 E 1,488,459 15370 gal, _.._..,........, - -- - 8368 — --3o+ --r ` Q -T'6i10 Ems. A. s3RR$ --, % 615 N 601,890 E 1,466,062614 615 N 601 64, N 601,742 E 1,486,050 E 1,486,256 1115 N 601,654 E 1,466,514 0460 645 644 614 N 601,6112 E 1,486,531 0 0 0 0 e f W BASIS OF HORIZONTAL CONTROL' THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONK PROJECTION, THE 14OLLOW44G IU9C 6 08 AN0.011 U908) TRIANGULATION STATIONS WERE USED. NAME CATHERINE coma COOROM*TE5 2.4 x•1,516,506.42 T : 561,255. /8 GNAT 3.4 X.1,231,566.60 Y. 523,843.10 OASIS OF VERTICAL CONTROL use 8 OS SEA LEVEL DATUM RASED ON THE FOLLOWING BENCHMARKS MAME 0.156 4670.74 PS ORDER 2nd 2nd ELEVATION 6192.284 4669.860 LEGEND • H01112. CONTROL O VERTICAL CONTROL )( BENCHMARK• • PHOTO CENTER P — J 1 � I .__J GRID POINT CROSS SECTION POLE FENCE TREE BRUSH e. SCRUB FOUNDATION e. RUINS SECTION LINE --- FOUND SECTION CORNER UNFOUND SECTION CORNER APPROX. SECTION LINE COMPILATION BY PNOTOGRAMMETRIC METHODS FROM 6- C.EL. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,517, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY' ANALYTICAL SURVEYS, INC. 4167 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 PREPARED FOR CARiIELP A MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER COMRERVATIDN ROARS DENVER,COLORA00 RF-22-2 OECEMBER, F0BE N 393,000 N 594,000 N 59'6000 N 596,000 N 597,000 836 11 592.468 E 1,486,679 OAK WA SINIAMPI0/4: 0 • 0 0ett 618 T90 .its r•0 836 N 597,749 C 1,487,276 • a38 N 692.644 E 1,467,332 837 N 34; 646 E 1,447,306 835 N 593,077 E 1,486,376 835 N 593.396 E 1,487,033 834 11 593,715 E 1,486,136 66740 6750 834 N 593,988 E 1,t66,750 1 16 9 15 10 033 N 594,452 E LABSp97 1 813 N 594,699 E 1,486,430 832 N 595,208 E I,485,641 630- 6640 6650 6660 670 832 N 595,468 E 1,406,297 831 N 595,795 E 1,485,610 r 831 N 395,938 E 1,486,093 z 830 11 596,554 E 1,485,264 930 N 596,772 E 1,483,827 829 N 597,355 E 1,495,009 8 W flA�I%OF I 9ISONTAL CON7R0L, THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CO1fORMAL CONIC PROJECTION. THE FOLLOWM (USC 6 0S AND/OR USGS) TRIANGULATION STATIONS WERE USED, NAME ORDER common CATIIERINE 2rd X•L516.508.42 T: 981,255.7B GNAT 3,6 X• 1,231,56660 T7 523,643.10 pASts Or vERTICAL CONTROL: use 6 G9 SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS, NAME ORDER ELEVATION 0-156 2nd 6192.264 4870.74 PS 240 4E69860 LEGEND • Hp112. CONTROL Q VERTICAL CONTROL )( BENCHMARK PHOTO CENTER C) C, J GRID POINT CROSS SECTION POLE FENCE TREE BRUSH a SCRUB 71 1 FOUNDATION oRUINS SECTION LINE ▪ FOUND SECTION CORNER I- UNFOUND SECTION CORNER A PPROX. SECTION LINE COMPILATION sr PH0T00RAMMETRIC METHODS FROM 6- cr1. VERTICAL AERIAL f91DT0G11APH7 TAXEN NOV. 15,16,R 17, 19112 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY, ANALYTICAL SURVEYS, INC. 4167 SM7ON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 70 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD Ei MESA COUNTIES, COLORADO IN COO P[RATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO RF-22-3 DECEMBER, 1982 N 583,000 N 594,000 N 588,000 N 585,000 N 587,000 N 588,000 3 659 858 N 502.792 N 582.1146 E 1,469,709 E 1.409,706 1615182,936 N51182,889 E 1.490.143 E 1,490,117 857 N 582,952 E 1,489,714 857 N 582,955 E 1,490.062 72 TpOT260 3. • • 'S��4 3 it 859 N 583,113 E 1,49021 563,Ks 1,490,195 N 583,214 E 1,490.568 859 N 583,159 E 1,490,639 857 N 583,194 E 1,490,159 057 N 583,217 E 1,490,335 956 N 583,653 E 1,489,876 N55113,740 E 1,490,273 2e21 27 22 7120 11584 276 E 1.499,637 209a955 N 5134,410 E 1,490,256 854 N 584,673 E 1,489,379 N54 585,080 E 1,490,020 853 M 585,479 E 1.4e9.413 653 N 585,710 E 1,489,959 N3586,348 t 1,4e9,3ee 7R0�J 851 N 584,936 E 1.489,433 eel 44 L 0 N5567244 E 1,489,419 N 567,575 E _ 89,300 N 9e6,299 y'1 - //s 700o o E 1,489,927 7,e•'• O 91 I 506,750 E 1.4e9,960 850 N 587,065 E 1,489.955 4 4 N_ 849 N 567,857 E 1,4R9,840 O 8 • • 0.11 0 �_ 7030 7050 7010 7020 7040 848 N 555.772 C 1.496.424 948 N 588,492 E 1,488,813 e46 e 847 N 588.552 E 1,46E 922 846 N 599,600 E 1,418,792 846 647 N 500.891 C 1,480,378 849 N 599,165 E 1,458.34 4 N4589,227 E 1,48849 644 M 389,290 E 1.488,305 845 - 843 845 N 569.402 E 1,489.010 644 11 569,461 E 1,488,988 843 N 589,494 E 1,400.956 A42 N 5719,047 E 1,408,129 841 N 590,539 E 1,487,931 _ 4 f�tsrssIN �n 6880 ` `.,_� �^ 6 � , • are !. 0 0 942 N 590,417 [ 1,468,634 Ti l 941 N 590.1167 E 1,499,403 e40 N 591,167 E 1,497,643 840 N 591,513 E 1,487,925 OAK MEADOWS SURINVISION 839 N 592,070 E 1,467,650 639 N 591,973 C 1,486,896 ti~ W 837 N 592.336 E 1,496.777 83n N 1'12.337 F. 1,466,AA5 OASIS OF HORIZONTAL CONTROL THE COLORA00 STATE PLANE COORDINATE SYSTEM. CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING G./SC 8 OS ANDAM USGS) TRIANGULATION STATIONS WERE USED. NAME ORDER CATHERINE 27d COORENATES x • 1,516,508.42 Y • 561,255.713 GNAT • 3rd 9.1.231.586.80 Y• 523,643.10 p431s 07 VERTICAL CONTROL, use 8 OS SEA LEvEI DATUM 1145E0 ON THE rOLLOWIND BENCHMARKS' NAME 0-156 4870.74 PS 0 X ORDER 2Ad 2nd ELEMlTION 6192.284 4969960 LEGEND N0R12. COMTROI. VERTICAL CONTROL BENCHMARg PHOTO CENTER GRID POINT CROSS SECTION o POLE - TEN6C f �'1 TREE BRUSH er SCRUB ro(NOAT ION or RUINS SECTION LINE rouND NEC T10N CORNER UNFDUHO SECTION CORNFR APPROX. SECTION LINE COMPILATION R7 PHOTDGRAMMETRIC METHODS r P0.4 6" C. E L. VERTICAL AERIAL PHOTOGRAPHY TA11EN NOV. 15,16,817, 1982 1 HIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED re, ANALYTICAL St/WETS, INC. 4,67 SPOON ROAD COLORA00 SPRINGS, CO. 80907 303-593-0093 SCALE IN rEET 200 0 0 200 400 CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR 04RFIELD 8MQ$A CCNNfI[1,C1 .oRaD0 m 0007E11471011 W1711 COLORADO WATER 0DN1ERNITI0N BOARD DENVER, COLORADO N 589AC0 N 590.000 N 591.000 N 592,000 �F-22-2 T. 41 DECEMMER, F96E E 1,4RA.000 E 1;19.1,000 E 1,486,000 E 1.407.000 ( 1,480.000 on 679 N 576,092 E 1.494.259 878 TO SRAsS CAP NEAR SUNLIGHT SKI AREA e7 5 14 75.547 [ ,484,218 33 x 3q 3 E77 N 575.723 E 1,484,738 877 N 576.162 E 1,484,820 7825 876 N 576.406 E 1,485,307 .3908 76242 576 N 575,83e E 1,4115,375 974 N 577.232 E 1,496,398 075 6ii166�1UAtiifnf>•flUflsv99b4. 416. N 576,769 i�Uiar� �-- 7eeo° F. > 6 7 7d �70 975 N 576.466 E 1,4813.131 IS 576,031 E 1,486,500 e73 N 578,786 E 1,487066 e73 Y 577 74q E 1,467,221 7651.4 872 N 577,404 E 1,407,609 i I71 N 577,762 E 1,488,273 • 5601 70(7541 E 1,4R6,391 671 N 577,34'. E 1,466.711 N�7e,13e IL 1,466,719 T172 N 576,945 F. I. 468.088 SA 4 1,< t 0 W le155T7. `6'° _1 E 1,489700119\ 5326 34'21 toss5 6 WE i 4B9,e8,2eta N 379,ee1 \r E ,4e9.296 69 966 ►� N s7e,e94 7i b.. ' E 1,4e9.302 �>� " 7A u 1 �/) �b:0. 4'v�i90.8 669 • R 578,323 E 1,489,560 9 N6579,807 E 1,489,191 898 N 379,597 C 1,499,714 Aar �O _ \\ j3p' D N N 57p,G91 E 1,489.723 —\-- 866 1 N 570.636 E 1,409,137 344.27 35 26 1 963 N 579.093 E 1,490,133 85A N 570.907 E 1,489,707 865 N 579,644 E 1,499,634 963 N 5130,277 685 E 1.489.797 '411F N SeI,S24 064 .-��fl�fflflfl�►f;`. E 1,469 ' 6 TAn4 0 RI iA A/�"1"." �c 863 fr�1.�r �� 60A_� w lamihiiiiWAIDmmipm4 -- ---_,.---->// Zi ,:i ..4.. -.._ _ ,,...... 564 N 570,632 E 1,490,553 1103 N 580,3E7 • E 1,490,639 IN 501,143 E 1,499,817 982 N 500.00? C 1,490,256 062 N 580,03B E 1,400,597 A71T 861 N 591,569 E 1,490,676 N 502.302 E 1,469,758 rf_��1fr�"1 eeo N 3112.302 £ 1,490,194 860 N 582,6,9 E 1,490,651 0 O 1,4 OASIS Or NORIZQNTAL CONTROL, THE COLORA00 $TATE PLANE COORDINATE 9737EM, CENTRAL ZONE, LAM6ERT CONFORMAL CONIC PROJECTION. THE FOLLOWfq CUSC 6 OS ANO,OR MOM TRIANGULATION 9TATION9 WERE USED, NAM CATHERINE coop e.TES 8=1,516,50842 T= 551,255.78 GNAT 3.9 x= 1,231,566.60 T= 563,343.to 0110E R •274 OASIS SIT VERTICAL CONTROL U$C 5 GS SEA LEVEL DAIUM OASED OM THE rok.1.0•00is 8£MCMML*l5. NAME 0•178 4670 74 RS 4.n OROCR tn4 2nd ELCVATION 6192.2e4 466a5eo LEGEND NORIZ. CONTROL. VERTICAL CONTROL RENCHMARK PHOTO CENTER GRID POINT CROSS SECTION o . POLE —9-- 7ENE( TREE ▪ RRUSN w sows 17 1 I FOUNDATION o. RUINS SECTION LINE --,` FOUND SECTION CORNER -I- UNFOUND SECTION CORNER — AROMA. SECTION LINE COMPIL1,0071 6Y P110TOGRAMMETRIC METHODS FROM 6" CF L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV, 15,16,017, 1982 THIS NAP COMPLIES 411TN N1.1l0444,l MAP ACCURACY STANDARDS PREPARED 57. ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. A0407 503-593-009T 5CAL7 IN FEET 0 0 200 44A 1 CON6QuR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR oARFIELD S MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD OENVE6, COLORA00 N 578,000 N 37$000 N 501,000 N 562,000 RF-22-5 DECENBER, 1962