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HomeMy WebLinkAbout833-011PLANNING REVIEW MAP OF: ROARING FORK RIVEK CROSS SECTIONS / D4ARGIN REVIE1M1` LINE CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 18 SURVEYORS STATEMENT I, MARK S. BECKL ER, DO HEREBY STATE THAT THIS SURVEY WAS PREPARED 8Y SOPRIS ENGINEERING, LLC FOR THE CITY OF ASPEN, COLORADO AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. BY . ---- ----- ------- --- ----- MARK S. BECKLER L.S. No, 28643 SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 SURVEY NOTES. 1. DATE OF SURVEY: APRIL —JULY, 2000. F , 2. DATE OF PREPARATION: JULY — OCTOBER, SEPTEMBER 2001. J. BASIS OF SURVEY CITY OF ASPEN, GIS 1998 DREXELL BARRELL /CITY OF ASPEN v ;OL MONUMENT SURVEY AND THE USGS BENC 'I :!2', . 5519, Ph AND THE USGS ALUM. TABLET AT(iRNER PITKIN COON' COURTHOUSE (0 -159). 4. BASIS OF ELEVATION: AN NA V9 88 ELEVATION OF 7920.88' ON THE USGS BENCHMARK 5159. THE NAVD88 PROJECT DATA BASE WAS TRANSFORMED TO NVGD 29 ELEVATION DATUM BY APPLYING A CORRECTION OF —5.31' (BASED ON PUBLISHED & FIELD SURVEY DATA ON THE BENCHMARKS LISTED IN NOTE NO. J. 5. VERTICAL DATUM: NVGD 29 DATUM (FEMA DATUM). THE FIELD DATA /CROSS SECTIONS WERE LOCATED BASED ON THE 1988 CITY OF ASPEN CONTROL SURVEY (NAVD 88) AND TRANSFORMED TO THE 1929 DATUM BASED ON THE FOLLOWING A. THE BENCHMARKS IDENTIFIED IN NOTE 3 WERE LOCATED PER THE NAVD 88 DATUM AND A MEAN ELEVATION DIFFERENCE BETWEEN THE 88 AND 29 DATUMS FOR THOSE BENCHMARKS WAS DETERMINED TO BE —5.31: B. ALL THE FIELD LOCA77ON AND CROSS SECTION POINT ELEVATIONS WERE ADJUSTED BY —5.31 AS A BLOCK TO REFLECT THE NVGD DATUM WHICH IS CONSISTENT WITH THE GIS AND FEMA MAPPING. 6. HORIZONTAL COORDINATE SYSTEM: THE CITY OF ASPEN GIS MAPPING COORDINATE SYSTEM. THE FIELD DATA /CROSS SEC77ONS WERE LOCATED PER THE 1998 CITY OF ASPEN CONTROL SURVEY MODIFIED STATE PLANE COORDINATE SYSTEM AND TRANSFORMED TO SAID GIS SYSTEM AS FOLLOWS: A. IDENTIFIABLE BRIDGES AND, STRUCTURES SHOWN ON THE " GIS MAPPING WERE FIELD LOCATED ALONG THE EXTENTS OF THE CROSS SECTIONS. B. ALL THE FIELD LOCA7ONS AND CROSS SECTIONS WERE THEN ROTATED AND TRANSLATED AS A BLOCK TO THE GIS SYSTEM BASED ON POSITIONS WHICH MINIMIZED THE APPARENT DISCREPANCY BETWEEN SELECT BRIDGE AND STRUCTURE CORNER LOCA7ONS REPRESENTED IN BOTH THE GIS AND FIELD SYSTEMS. 7 THE 100 & 500 YEAR FLOOD PLAIN, SHOWN HEREON, IS LOCATED BASED ON THE FOLLOWING. A. THE FLOOD INSURANCE RATE MAPS (FIRM) PREPARED FOR PITKIN COUNTY, COLORADO PANEL No.S 0809700201 C, 08097CO20J C, AND 08097CO204 C EFFECTIVE DATE JUNE 4, 1987 WERE SCANNED AND OVERLAID TO THE GIS HORIZONTAL DATUM BY THE SAME METHODS IDENTIFIED IN NOTE 6. B. THE FIELD CROSS SECTION POINT DATA WAS USED TO DEVELOP A DIGITAL TERRAIN MODEL FOR THE RIVER CORRIDOR. THE LIMITS OF THE 100 YEAR FLOOD PLAIN WAS THEN ESTABLISHED BY THE INTERSECTION OF THE FIRM PANEL ELEVATION CROSS SECTION LINES WITH THE CORRESPONDING ELEVATION DETERMINED FROM THE FIELD MODEL. 8. THE TOP OF BANK LINE REPRESENTS FIELD SURVEYED LOCATIONS, BUT DOES NOT CONSTITUTE A SLOPE FAILURE LINE. NO GEOTECHNICAL WORK WAS PERFORMED AS A PART OF THIS SURVEY. 9. THE EXISTING CONDITIONS /TOPOGRAPHY SHOWN HEREON ARE FROM THE CITY OF ASPEN GIS MAPPING. MONUMENT LEGEND USGS CONTROL STA77ONS /BENCHMARKS A 1988 CITY OF ASPEN — DREXEL BARRELL & COMPANY CONTROL MONUMENTS GRAPHIC SCALE 700 1400 ( IN FEET ) i inch = 700 ft. 20034.01 02/26/02 034BASE.OWO'I. I PLANNING REVIEW MAP / S E O - N D O N S F - I ol m a CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 18 SURVEY NOTES.• DATE OF SURVEY APRIL —JULY, 2000. 2. DATE OF PREPARATION: JULY — OCTOBER, 2000, UPDATED SEPTEMBER 2001. J. BASIS OF SURVEY: CITY OF ASPEN, GIS MAPPING, THE 1998 DREXELL BARRELL /CITY OF ASPEN GPS CONTROL MONUMENT SURVEY AND THE USGS BENCHMARKS S519, P159 AND THE USGS ALUM. TABLET AT SW CORNER PITKIN COUNTY COURTHOUSE (Q -159). 4. BASIS OF ELEVATION: AN NAVD 88 ELEVATION OF 7920.88' ON THE USGS BENCHMARK S159. THE NAVD88 PROJECT DATA BASE WAS TRANSFORMED TO NVGD 29 ELEVATION DATUM BY APPLYING A CORRECTION OF —5.31' (BASED ON PUBLISHED & FIELD SURVEY DATA ON THE BENCHMARKS LISTED IN NOTE NO. J. 6. HORIZONTAL COORDINATE SYSTEM: THE CITY OF ASPEN GIS MAPPING COORDINATE SYSTEM. THE FIELD DATA /CROSS SECTIONS WERE LOCATED PER THE 1998 CITY OF ASPEN CONTROL SURVEY MODIFIED STATE PLANE COORDINATE SYSTEM AND TRANSFORMED TO SAID GIS SYSTEM AS FOLLOWS.• A. IDENTIFIABLE BRIDGES AND STRUCTURES SHOWN ON THE GIS MAPPING WERE FIELD LOCATED ALONG THE EXTENTS OF THE CROSS SECTIONS B. ALL THE FIELD LOCATIONS AND CROSS SECTIONS WERE THEN ROTATED AND TRANSLATED AS A BLOCK TO THE GIS SYSTEM BASED ON POSITIONS WHICH MINIMIZED THE APPARENT DISCREPANCY BETWEEN SELECT BRIDGE AND STRUCTURE CORNER LOCATIONS REPRESENTED IN BOTH THE GIS AND FIELD SYSTEMS. 7. THE 100 & 500 YEAR FLOOD PLAIN, SHOWN HEREON, IS LOCATED BASED ON THE FOLLOWING: w c') z E , a w w x x F ¢ w SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 20034.01 02/26/02 0346ASE.DWO ® 1 m®r my mi, ON CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 18 SURVEY NOTES 1. DATE OF SURVEY: APRIL —JULY, 2000. c OF xsec 4' sec 45 xs`e , 46 i sec 42� 2. DATE OF PREPARATION. JULY— OCTOBER, 2000, UPDATED SEPTEMBER 2001. J. BASIS OF SURVEY. CITY OF ASPEN, GIS MAPPING, THE 1998 DREXELL BARRELL /CITY OF ASPEN GPS CONTROL MONUMENT SURVEY AND THE USGS BENCHMARKS 5519, P159 AND THE USGS ALUM. TABLET AT SW CORNER PITKIN COUNTY COURTHOUSE (0 -159). 4. BASIS OF ELEVATION: AN NAVD 88 ELEVATION OF 7920.88' ON THE USGS BENCHMARK S159. THE NAVD88 PROJECT DATA BASE WAS TRANSFORMED TO NVGD 29 ELEVATION DATUM BY APPLYING A CORRECTION OF —5.31' (BASED ON PUBLISHED & FIELD SURVEY DATA ON THE BENCHMARKS LISTED IN NOTE NO 3. A STOP OF BANK ��S 1p4sx 0 �7 F 100 YEAR FLOOD PLAIN Ll ITS TE 7 xsec sec 5 TOP OF BANK O SOPRIS ENGINEERING — LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 \ r 0 1 100 YEAR FLOOD PLAIN LIMITS SEE NOTE 7 5. VERTICAL DATUM: NVGD 29 DATUM (FEMA DATUM). THE FIELD DATA /CROSS SECTIONS WERE LOCATED BASED ON THE 1988 CITY OF ASPEN CONTROL SURVEY (NAVD 88) AND TRANSFORMED TO THE 1929 DATUM BASED ON THE FOLLOWING. A. THE BENCHMARKS IDENTIFIED IN NOTE 3 WERE LOCATED PER THE NAVD 88 DATUM AND A MEAN ELEVATION DIFFERENCE BETWEEN THE 88 AND 29 DATUMS FOR THOSE BENCHMARKS WAS DETERMINED TO BE —5.31' B. ALL THE FIELD LOCATION AND CROSS SECTION POINT ELEVATIONS WERE ADJUSTED BY —5.31 AS A BLOCK TO REFLECT THE NVGD DATUM WHICH IS CONSISTENT WITH THE GIS AND FEMA MAPPING. 6. HORIZONTAL COORDINATE SYSTEM. THE CITY OF ASPEN GIS MAPPING COORDINATE SYSTEM. THE FIELD DATA /CROSS SECTIONS WERE LOCATED PER THE 1998 CITY OF ASPEN CONTROL SURVEY MODIFIED STATE PLANE COORDINATE SYSTEM AND TRANSFORMED TO SAID GIS SYSTEM AS FOLLOWS A. IDENTIFIABLE BRIDGES AND STRUCTURES SHOWN ON THE GIS MAPPING WERE FIELD LOCATED ALONG THE EXTENTS OF THE CROSS SECTIONS B. ALL THE FIELD LOCATIONS AND CROSS SECTIONS WERE THEN ROTATED AND TRANSLATED AS A BLOCK TO THE GIS SYSTEM BASED ON POSITIONS WHICH MINIMIZED THE APPARENT DISCREPANCY BETWEEN SELECT BRIDGE AND STRUCTURE CORNER LOCATIONS REPRESENTED IN BOTH THE GIS AND FIELD SYSTEMS 7. THE 100 & 500 YEAR FLOOD PLAIN, SHOWN HEREON, IS LOCATED BASED ON THE FOLLOWING: A. THE FLOOD INSURANCE RATE MAPS (FIRM) PREPARED FOR PITKIN COUNTY, COLORADO PANEL No.S 08097CO201 C, 08097CO20J C, AND 08097CO204 C EFFECTIVE DATE JUNE 4, 1987 WERE SCANNED AND OVERLAID TO THE GIS HORIZONTAL DATUM BY THE SAME METHODS IDENTIFIED IN NOTE 6. B. THE FIELD CROSS SECTION POINT DATA WAS USED TO DEVELOP A DIGITAL TERRAIN MODEL FOR THE RIVER CORRIDOR. THE LIMITS OF THE 100 YEAR FLOOD PLAIN WAS THEN ESTABLISHED BY THE INTERSECTION OF THE FIRM PANEL ELEVATION CROSS SEC77ON LINES WITH THE CORRESPONDING ELEVATION DETERMINED FROM THE FIELD MODEL. 8. THE TOP OF BANK LINE REPRESENTS FIELD SURVEYED LOCATIONS, BUT DOES NOT CONSTITUTE A SLOPE FAILURE LINE. NO GEOTECHNICAL WORK WAS PERFORMED AS A PART OF THIS SURVEY. 9. THE EXISTING COND177ONS /TOPOGRAPHY SHOWN HEREON ARE FROM THE CITY OF ASPEN GIS MAPPING. GRAPHIC SCALE x n � 64 c 65 400 ( IN FEET ) 1 inch = 100 fL 20034.01 02/26/02 0346ASE.OWG ( IN FEET ) 1 inch = 100 fL ROARING FORK RIVER NNY lh VA-n TOP LOP EMEN7 AREA Ap NG V �BpSEOA'A GIS F L 00 0RING A"0 CON E �EVA SEG � TOP e n 1. \ 4. \ G O E 5 E 191 m 4W . 100 YEAR F LOOD E NOTE LIMITS 4/ ill IRVINE!; '41 Fill 0- r Ie•i r. I � \ I fi e: v ., �, I I _ 'I ' "• ` II / - '� I^ � e I J ' I" I•' ," ,/I /I III , ME a M G V us S� M 1� ME MA RGIN REVIEW LINE RADO � t j ( l J� �G L TOP OF BANK ° o TOP OF (GIS INfj PLANNING REVIEW MAP OF: S I Eu"TIONS ST R EAM OUNTY OF PITKIN, STATE OF COLO SHEET 4 OF I M rl 11 v 1 if ERMINED S F 1 IPE FIELD H ELEVATIONS AA N� PL R�� GRP PLANNING REVIEW MAP OF: ROARINGX FORK RIVES CROSS �CT�Ol� / �'R� _ RGIl� REVIE LINE CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO 0� 1 5 0 9 mn 1\ J 1'w i SHEET 6 OF 18 r L i J U Q� FLOOD NOTE BANK 7 OF o� �o —J Q �ffl 0 0 o f s .' SOPRIS ENGINEERING - LLC 100 SURVEY 1. DATE OF SU VEY. APRIL —JULY, 2000. 2. DATE OF P ARATION: JULY — OCTOBER, 2000, UPDATED SEPTEMBER 20 1. J. BA lS OF SURVEY. CITY OF ASPEN, GIS MAPPING, THE 1998 DREXELL BARRELL CITY OF ASPEN GPS CONTROL MONUMENT SURVEY AND THE USGS BENCHMARKS 5519, P159 AND THE USGS ALUM. TA LET AT SW CORNER PITKIN COUNTY COURTHOUSE (Q -159). 4. BASIS OF ELEVATION. A NAVD 88 ELEVATION OF 7920.88' ON THE USGS BEN C ARK 5159. THE NAVD88 PROJECT DATA BASE WAS IRA SFORMED TO NVGD 29 ELEVATION DATUM BY APPLYING A CORRECTION OF —5.31' (BASED ON PUBLISHED &FIELD URVEY DATA ON THE BENCHMARKS LISTED IN NOTE NO. J. 5. VERTICAL DATUM: NVGD 29 DA M (FEMA DATUM). THE FIELD DATA /CROSS SECTIONS WERE OCA TED BASED ON THE 1988 CITY OF ASPEN CONTROL SURV Y (NA V9 88) AND TRANSFORMED TO THE 1929 DATUM ASED ON THE FOLLOWING. A. THE BENCHMARKS IDENTIFIED l NOTE 3 WERE LOCATED PER THE NAVD 88 DATUM AND A EAN ELEVATION DIFFERENCE BETWEEN THE 88 AND 29 DATUM FOR THOSE BENCHMARKS WAS DETERMINED TO BE — 5.31 '. B. ALL THE FIELD LOCATIO AND CROSS SECTION POINT ELEVATIONS WERE ADJUSTED BY —5.31 AS A BLOCK TO REFLECT THE NVGD DATUM WHICH IS CONSISTENT WITH THE GIS AND FEMA MAPPING. 6. HORIZONTAL COORDI ATE SYSTEM: THE CITY OF ASPEN GIS MAPPING COORDINATE STEM. THE FIELD DATA /CROSS SECTIONS WERE LOCATED R THE 1998 CITY OF ASPEN CONTROL SURVEY MODIFIED TE PLANE COORDINATE SYSTEM ND TRANSFORMED TO SAID GI YSTEM AS FOLLOWS: Al. TIFIABLE BRIDGES AND SIR URES SHOWN ON THE GIS MAPP WERE FIELD LOCATED ALO THE EXTENTS OF THE CROSS SECTIONS. B. ALL THE FIELD LOCATIONS AND SECTIONS WERE N R ATED NSL S A BLOCK TO THE GIS STEM BAS ON POS ONS WHICH MINIMIZED THE APPARENT ISCR PAN BETWEEN SELECT BRIDGE AND STRUCTURE CORN R LO ATIONS REPRESENTED IN BOTH THE GIS AND FIELD SYS EMS. 7. TH 100 & 500 YEAR FLOOD PLAIN, SHOWN HEREON, IS L ATED BASED ON THE FOLLOWING: THE FLOOD INSURANCE RATE MAPS (FIRM) PREPARED FOR P/ COUNTY, COLORADO PANEL No.S 08097CO201 C, 09 0203 C, AND 08097CO204 C EFFECTIVE DATE JUNE 4, 1987 RE SCANNED AND OVERLAID TO THE GIS HORIZONTAL Y THE SAME METHODS IDENTIFIED IN NOTE 6. B. T LD CROSS SECTION POINT DATA WAS USED TO r Q OE LOP A IGITAL TERRAIN MODEL FOR THE RIVER CORRIDOR. l E LIMITS 0 THE 100 YEAR FLOOD PLAIN WAS THEN ESTABLISHED THE INTERSECTION OF THE FIRM PANEL ELEVATION CRO SECTION LINES WITH THE CORRESPONDING ELEVATION DETER INED FROM THE FIELD MODEL. 8. THE TOP OF BA LINE REPRESENTS FIELD SURVEYED LOCATIONS, BUT DOE NOT CONSTITUTE A SLOPE FAILURE LINE. NO GEOTECHNICAL WO WAS PERFORMED AS A PART OF THIS SURVEY. 9. THE EXISTING CO ITIONS /TOPOGRAPHY SHOWN HEREON ARE THE CITY ASPEN GIS MAPPING. GRAPHIC SCALE 100 200 ( IN FEET ) 1 inch = 100 ft. 400 20034.01 02/26/02 0346ASE.DwG CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 7736 7732 7728 7724 7720 7716 7712 7708 7704 PLANNING REVIEW MAP OF: �'' I � � �" ( � �'' ��!� '�� '�; �,, E C T I �, �,� N � ,� �•� � off. � � � � ��. �'' (o D N �':_ D \ I � 1111 D D N ��' F O RK �=(f XSEC -6 1002 *56.74 XSEC -10 1006 *54.26 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 7712 7708 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 7712 7708 CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 7 OF 18 XSEC -5 1001 *64.31 XSEC -4 1000 *6740 7744 7740 7736 7732 7728 7724 7720 7716 7712 7708 220 -20U -78U -7bU -74U —12U —IUU -ou -vu -ry —<v XSEC -3 999*92.46 7736 7732 7728 7724 7720 7716 7712 7708 XSEC -2 999 *00.08 XSEC -1 998 *03.16 7728 7724 7720 7716 7712 7708 7704 7744 7740 7736 7732 7728 7724 7720 7716 7712 7708 7736 7732 7728 7724 7720 7716 7712 7708 7736 7732 7728 7724 7720 7716 7712 7708 7704 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 7712 7708 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 7712 „x708 7762 7758 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 7712 XSEC -9 1005* 18.59 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 7712 mom 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 7712 7762 7758 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 J712 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 XSEC -13 1009 *10.51 XSEC -12 1008*09.46 ! !!!!!!! !!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! mmm ON !!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! 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TOP OF BANK DOES NOT CONSTITUTE A SLOPE FAILURE LINE. 2. ROARING FORK RIVER STREAM MARGIN REVIEW MAP TO BE USED FOR PLANNING ONLY 7772 7768 7754 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 7716 70 20034.01 02/26/02 xsee.dwg -220 -200 -180 -160 -140 -120 -700 - 8U - bu - - u m Yu vv vv .vv 1<1 • -- --•- -•-- - -- -320 -300 -280 -260 -240 -220 -200 -180 -16U -74U -72u -7UU —aU - ou - •u —<v v <v r- .-- -- CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 8 OF 18 XSEC -19 10164-35.72 7756 7752 7748 7744 7740 7736 7732 7728 7724 7756 7752 7748 7744 7740 7736 7732 7 7728 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 724 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 XSEC -17 10134- 79.33 7760 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 Y4;'F/.`-1R 1/714 -oL I ■ w!■ vl�l !!!!!!!lwlwwwwwwwwwwwwwiwwwww ' III 11312iiiiii Mill IF 11 0, 11 0. �!!�1 ■i !!t•!!!!w!!!!!lwlwwwwwwwwwwwww \`!!F I ■ IE '�w!!!!!!!!llwwwwwwwwlwwwwwwwww ■lii�l ■i[�lwww!!i!!w!!!!!!!w !!wwlww!■nl! �!i s I■ I.` rwwwwwwwwwwwwwwwwww�i .Ew ■ w!! 1■ IE: �!!! !!!!!�wlw!!i!wl�1!!lF7wwww.l!!! ■ w�\ 1■ I�w!! llwwwwwwwwwwwwwl�ltwwwE�wwww .l_=i ' ■ www11 ■I�w�wwwlw!lwww!!!wlwdlwlwk !!!!.F! ■ wwwwwww!`! w!!!w!!!wlwwl�ilw!!�!!!!. ■ wlwwwlwlw�� !!!w!!!w!!!!�I!!!0!!!l.ri ' � ■ www!!!! wlwtl�alwlw!!w! ■� ■!!l wwwlwwwww `!!!!!lwwwl�i!!!!!!!w ■ ■w ■! wlwwlwwwww !l�t�w! !!!!!!t/i!lwwwww! ■ ■w ■ w! w!! lwwwlww !l� ���lw!!!t•1!!!!!!!! ■ ■� ■ wwlw!!! !!w!!w!!!! lft����l�i!!!w!w!! ■ ■w f ■!wlww!!w!!!w!!!!!!!!!! `�Iwwlwlw!! ■ ■w ■ wwwwwwwwwwwwwwwwwwwwwwwwwwww���. —! 7760 7756 7752 7748 7744 7740 7736 7732 7728 7 7724 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 720 7752 7748 7744 7740 7736 7732 7728 7724 7720 7756 7752 7748 7744 7740 7736 7732 7728 7724 7720 XSEC -16 1012166.77 ■!! 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SOPRIS ENGINEERING - LLC SCALES CIVIL CONSULTANTS HORIZONTAL 1 " =50' 502 MAIN STREET, SUITE A3 VERTICAL 1' =20' CARBONDALE, COLORADO 81623 (970) 704 -0311 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 4C 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 XSEC -20 10174-29.76 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 186 XSEC -21 10184-18.97 7804 7800 7796 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 20 40 60 80 100 120 140 160 780 200 220 240 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 XSEC -28 10254-04.33 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 66 7796 7792 7788 7764 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 Is V� .wl� !llaw!!!!!iw!! !!!!!!!! !!!!w!!! .wlwwli!!!w!!!!!! lwlt!!!!!!!!!!! \�IllwwltElwlwlwi!!!w . \�IC�wwIL`1•!ww!!!!i!w .w�ww/■wwww�lwr�w�.■w ' .l�11l�:�!!w!!JIlL�7lII�.■! .. .iiiwILM•www�ali !w. ■! ■!!!!!��!!l�Iwtvlll�.■! .!!!!tom w \�ww■Iwiwl. ■! .mmwmmwok\ww ■Iwwmm. ■m .!!lIII■w!!wl■.������w XSEC -27 10244-1208 7804 7800 7796 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 86 XSEC -26 1023- ,<23.90 llleslllllleslesies . lest�lll■•l lies eseses leses es esll. 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SOPRIS ENGINEERING - LLC SCALES CIVIL CONSULTANTS HORIZONTAL 1 " =50' 502 MAIN STREET, SUITE A3 VERTICAL 1' =20' CARBONDALE, COLORADO 81623 (970) 704 -0311 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 4C 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 XSEC -20 10174-29.76 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 186 XSEC -21 10184-18.97 7804 7800 7796 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7728 20 40 60 80 100 120 140 160 780 200 220 240 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 XSEC -28 10254-04.33 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 66 7796 7792 7788 7764 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 Is V� .wl� !llaw!!!!!iw!! !!!!!!!! !!!!w!!! .wlwwli!!!w!!!!!! lwlt!!!!!!!!!!! \�IllwwltElwlwlwi!!!w . \�IC�wwIL`1•!ww!!!!i!w .w�ww/■wwww�lwr�w�.■w ' .l�11l�:�!!w!!JIlL�7lII�.■! .. .iiiwILM•www�ali !w. ■! ■!!!!!��!!l�Iwtvlll�.■! .!!!!tom w \�ww■Iwiwl. ■! .mmwmmwok\ww ■Iwwmm. ■m .!!lIII■w!!wl■.������w XSEC -27 10244-1208 7804 7800 7796 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 86 XSEC -26 1023- ,<23.90 llleslllllleslesies . lest�lll■•l lies eseses leses es esll. " \ ■ESE` IKwiiiiiiiiwwww. ��es�c��l lr-lesllllleseseslesl. ' ' es!7(lesl:I�eslesllesllesesesll. l►���lllclr•leses�leslr�leses■�wwn ' � l \�P��7lllC]Ill�esles ■iiG -ail ' llllllesll�leslE lll�E�i�"iill wwwwwi� \iiF.i liwwww■ Fiwll les wwwwiiiF'11iif -www■ [iwll lesleslleses V1lesl■Ciesll esl wwww�� \�� I�www ww ■.wwll ' , !!l�lleses��lleslesesl ■.lesll l l esesllesl \�� 1111111 ■.1111 � www����w� \�Iwwwwww ■.will es l l l l l l es l� (■ I l l es l l es■ 1I � � ' esllllesesll�lesllesll ■t=l. es!!llllllt������Jll. 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 7796 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 XSEC -25 10224-53.71 7784 7780 7768 7776 7764 7772 7760 7768 7756 7764 7752 7760 7748 7756 7744 7752 7740 7748 7736 7744 7732 7740 7728 7736 7724 7732 '.!lesesllesesleses�l!!lesesllll Ieseseslllesllesllesesesesesesl 1. TOP OF BANK DOES NOT CONSTITUTE A SLOPE FAILURE LINE. 2. ROARING FORK RIVER STREAM MARGIN REVIEW MAP TO BE USED FOR PLANNING ONLY 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7732 2001a.07 02/26/02 xsec.dwq -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 PUNNING REVIEW MAP OF: ROARING FORK RIVER CRASS SECTIONS /STREAM MARGIN REVIE`M1' LINE CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 9 OF 18 7772 7768 7764 7760 7756 7752 7748 XSEC -37 1034f86.75 7772 7768 7764 7760 7756 7752 7748 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 XSEC -36 1034f20.97 7772 7768 7754 7760 7756 7752 7746 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 7768 7764 7760 7756 7752 7748 7744 7768 7764 7760 7756 7752 7748 7744 XSEC -35 1032-55.28 7772 7768 7764 7760 7756 7752 7748 �iiiii i i id iiGi iiildii—iiiiiiiiiiil•�J XSEC - 34 1031161.22 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 186 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 XSEC -33 1030109.50 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 26 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 77zn 7768 7764 7760 7756 7752 7748 7744 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 XSEC -44 104019744 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 XSEC -43 104012782 7776 7772 7768 7764 7760 7756 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 7776 7772 7768 7764 7760 7756 XSEC -42 1039f24.29 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 7784 7780 7776 7772 7768 7764 7760 7756 7752 XSEC -41 1038 +30.85 7784 7780 7776 7772 7768 7764 7760 7756 7752 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 XSEC -32 1029*28.13 7772 7768 7764 7760 7756 7752 7748 7744 -340 -320 -300 -280 -260 -240 -220 -200 �iiiiii ■iiiiilL� I■iiii =" I■iiiimi4m I■iiiimc --1 ■iiiiii . / ■iiiiii ■iiiiii ■iiiiii ■iiiiii ■iiiiii ■iiiiii ■r�iiii ■iiiiii ii • / ii 0 •/ / :/ -100 -80 -60 -40 -20 0 7784 7780 7776 7772 7768 7764 7760 7756 7752 XSEC -40 1037f4379 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 246 XSEC -31 1027f83.15 7772 7768 7764 7760 7756 7752 7748 7744 7740 7736 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 7748 7744 7740 20 40 607736 XSEC -30 1027*04.15 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 7772 7768 7764 7760 7756 7752 7748 7744 7740 SCALES HORIZONTAL l--50' VERTICAL 1' =20' SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 7796 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 778 XSEC -39 1036 +63.16 7784 7780 7776 7772 7768 7764 7760 7756 7752 7796 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 7752 4 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 7748 7788 7784 7780 7776 SURVEY NOTES. 7772 7768 1. TOP OF BANK DOES NOT CONSTITUTE A SLOPE FAILURE 7764 LINE. 7760 7755 2. ROARING FORK RIVER STREAM MARGIN REVIEW MAP TO BE 7752 USED FOR PLANNING ONLY 7748 XSEC -38 1035f83.93 7788 7784 7780 7776 7772 7768 7764 7760 7756 752 ■iiiiiiiiiiiiiiiiiiiiiiiiiiiiii iii �iiiiiiiiiiiiiiiiiiiiiiiiiiiiii ■iiiE•al�ii �iiiil�iiiiiiiiiiiiiiiiii ■iii�l�iiiiii�iiiiiiiii�iiiiiii ■\UiiE NOMI P° ■1\iiE I iiiiiiiiiiiiii ■iiiil /iii iiiiliiiiiiiiiiiiiiiiii ■ i► �iil�iiiiiii��iiiiiiiiiiiiiiiii . / ■ice \iil�ii i iiiil iiiiiiiii iiiiii iii ■iiiil�iiiiiii iiiiiiiiiiiiiiiiii ■ii ►mil viii iiiiliiiiiiiiii���iiiii ■ii��il�iiiiiii iii�������i�iiiii� ■iii�l � iii iiiilii��iiiiiiiiiiiiii ■iii������ ���JIG�iiiiiiiiiiiiiiii 20034.07 02/26/02 xsec.Owg VV -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 PLANNING REVIEW MAP OF: ROARING FORK RI \'ER CROSS SECTIONS /STREAM YIARGIN REVIEti'V CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 10 OF 18 7792 7788 7784 7780 7776 7772 7768 7764 XSEC -48 1045167.36 7760 —340 —320 —300 —280 —260 —240 —220 —200 —180 —160 —140 —120 —100 —80 —60 —40 —20 O 20 40 60 80 100 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7784 7780 7776 7772 7788 7784 7780 7776 7772 7768 7764 7760 XSEC -47 1044153.55 7792 7788 7784 7780 7776 7772 7768 7764 7760 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7784 7780 7776 7772 7768 7764 7760 7756 XSEC -46 1043 *44.92 —80 —60 —40 —20 0 20 40 60 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7784 7780 7776 7772 7768 7764 7760 XSEC -45 1041 *96.29 MMMMMMMWAIM 11MMMMi , MMMWAMMMMM mmw'mm mmmm mmwAmmmmww 110105101111111 111011111111111 OrAommmmmmm ommmmmmmm ommmmmmmm ommmmmmmm ommmmmmmm owwwwwwmm 140 160 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7784 7780 7776 7772 7788 7784 7780 7776 7772 7768 7764 7760 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7784 7780 7776 7772 7768 7764 7760 —380 —360 —340 —320 —300 —280 —260 —240 —220 —200 —180 —160 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 160 180 7756 775 6 SOPRIS ENGINEERING - LLC SCALES HORIZONTAL 1"--50' VERTICAL 1' =20' CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7784 7780 7776 7772 7768 7764 7792 7788 7784 7780 7776 7772 7768 7764 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7784 7780 7776 7772 7768 7764 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7784 7780 7776 7772 7768 7764 XSEC -51 1048*81. 62 —60 —40 —20 0 20 40 60 XSEC -50 1048*02.41 mMMMMMMMMMMMMMMMI0 EMMMMMMMMMMMMMMI /IM XSEC -49.5 1048 *02.41 7792 7788 7784 7780 7776 7772 7768 7764 —200 —180 —160 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 XSEC -49 1046 *60.30 mmmm IN ommmmmmmrm EMMM owl 111111111111111101 W ' EMMMMIFAMMMM mmmmmmmmm MMMM /IMMMM ' owwwrAmmmmm ommm mmm �MM /MAMMA C NMM IN IN AI /AAAAAA mmmmmmmmm OWAMMMMMMM FAMMMMMMMM mmmmmmmmm ommmmmmmm ommmmmmmm mmmmmmmmm mmmmmmmmm mmmmmmmmm mmmmmmmmm mmmmmmmmm —320 —300 —280 —260 —240 —220 —200 —180 —160 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 SURVEY NOTES: 1. TOP OF BANK DOES NOT CONSTITUTE A SLOPE FAILURE LINE. 2. ROARING FORK RIVER STREAM MARGIN REVIEW MAP TO BE USED FOR PLANNING ONLY 1111101111011110111111111011111110110111 WIN MMMMMMMMMM /I■ mmmmmmmmmmwlmm MMMMMMMMMWANE EMMMMMMMM /A]RM EMMMMMMMWIM3■ MMMMMAMMI /A70 OMMMMMMM /MAJ■ OMMMMMMAMAs7L ' MMMMMMMWAMMM mMMMMMmrIMMMM MAAAAAI /MAMA MMMMMMrAMMMMM ommmmwlmmmmm MMMMMWAMMMMM ■MMMM /IMMMMM : is ommmmmmmmmm mmmmwlmmmmmm MMMMIIMMMMMM NMMMFAMMMMMMM §MMI /MMMMMMM EMM/I MMMMMMM ommmmmmmmmm EMWAMMMMMMMM ommmmmmmmmm ommmmmmmmmm 20034.01 02/26/02 zsec.dwq PUNNING REVIEW MAP OF: ROARING FORK � CROSS ! /S 7856 7,552 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 XSEC -67 1065f0746 7,668 7,964 7860 7856 7852 7848 7844 7840 7636 7832 7828 7824 7820 7,316 7812 7,608 7804 7800 7796 7792 7788 XSEC -66 1064f1788 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 7864 7860 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7860 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7784 XSEC -65 1063130.56 7868 7864 7860 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 7868 7864 7860 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 12 OF 18 XSEC -64 1062 - (32.83 7864 7860 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 SURVEY NOTES.• 1. TOP OF BANK DOES NOT CONSTITUTE A SLOPE FAILURE LINE. 2. ROARING FORK RIVER STREAM MARGIN REVIEW MAP TO BE USED FOR PLANNING ONLY SOPRIS ENGINEERING - LLC SCALES CIVIL CONSULTANTS HORIZONTAL 1 "=50' 502 MAIN STREET, SUITE A3 VERTICAL 1' =20' CARBONDALE, COLORADO 81623 (970) 704 -0311 � \ Im XSEC -74 1071 *99.67 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 20 40 60 80 100 120 140 160 180 200 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 -100 -80 -60 -40 -20 0 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 20 40 60 80 100 120 140 160 180 200 220 7800 XSEC -70 1067*88.75 XSEC -69 1066*86.05 7864 7860 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7864 7860 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 792 7868 7864 7860 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7792 7788 XSEC -68 1065*8787 7868 7864 7860 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 7 7792 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 788 7856 7852 7846 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 7804 7800 7796 x 792 20034.01 02/26/02 xsec.dwg -120 -100 -80 -60 -40 -20 0 V1 160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 XSEC- 73 1070184.24 PLANNING REVIEW MAP OFD ROARING FORK RIVER CROSS SECTIONS/STREAM MARGIN REVIEyV LINE CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO xsfc -81 107995.41 SHEET 13 OF 18 7872 7868 7864 7860 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7824 7820 7816 7812 w ry vv ov ivv icv IYv IOU IOU wv zzv zgv -IOU z6u oUU ozu a4U 06u o8u 4uu 4U 6u 8U 700 720 740 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 7872 XSEC -80 1078.1.08.74 7824 7820 7816 7812 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 XSEC -79 1077140.67 XSEC -78 1075*89.59 7824 7820 7816 7812 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 —28U —Z6U —Z4U —ZZU —ZUU —780 —160 —740 —720 —700 —80 —60 —40 —20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 7808 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 78 XSEC -77 1075*20.66 -740 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 808 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 -z6u -z4u -Zzu -ZUU -780 -760 -740 -720 -100 -80 -50 -40 -20 O 20 40 60 80 100 120 140 160 180 7856 7852 7848 7844 7840 7836 7832 7828 7824 7820 7816 7812 7808 XSEC -76 1074 - 1-3722 7828 7824 7820 7816 7812 7808 7804 XSEC -75 10731-5731 7828 7824 7820 7816 7812 7808 7804 0 SOPRIS ENGINEERING - LLC SCALES CIVIL CONSULTANTS HORIZONTAL l'--50' 502 MAIN STREET, SUITE A3 VERTICAL 1' =20' CARBONDALE, COLORADO 81623 (970) 704 -0311 SURVEY NOTES: 7824 7820 7816 7812 )0 1. 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TOP OF BANK DOES NOT CONSTITUTE A SLOPE FAILURE LINE. HORIZONTAL 1 " =50' 502 MAIN STREET, SUITE A3 VERTICAL 1' =20 CARBONDALE, COLORADO 81623 2. ROARING FORK RIVER STREAM MARGIN REVIEW MAP TO BE �NjK (970) 704 -0311 USED FOR PLANNING ONLY 20034.01 02/26/02 xsec.dwq PLANNING REVIEW MAP OF: ROARING FORK RIV "ER CROSS tiEC1I0Nti /STREAM nI.AR(aIN KEVIr;1V' CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 18 OF 18 8004 8000 7996 7992 7988 7984 7980 7976 7972 7968 7964 8004 8000 7996 7992 7988 7984 7980 7976 7972 7968 7964 _I XSEC -159 1164 +55.19 8004 8000 7996 7992 7988 7984 7980 7976 7972 7968 7964 O 8012 8008 8004 8000 7996 7992 7988 7984 7980 7976 XSEC -16 71172.1.8 0.4 8 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! 8004 8000 7996 7992 7988 7984 7980 7976 XSEC -166 1171199.25 8004 8000 7996 7992 7988 7984 7980 7976 -120 -100 -80 -50 -40 -20 0 20 40 60 80 100 120 7996 7992 7988 7984 7980 7976 7972 7968 7964 7960 XSEC -161 1166*42.26 IIE�! �I�!] ■lL7liilfi!!!!!!�!!i! f I!!■il�f ■afi!<r J!!��!ll:����ii�i IIF ■!1 �fi7 fiiF�lE3�!! /II!!!!!!i! 11liil f■i./ ■lf- 7!!i�!l /II!!i!!!!! 11!!!If ■!� ■i!llfifi� 11:11lliiili! �!i ► \I �!� ■!!!! fi lill�lli!!i!!!! XSEC -160 1165*78.95 7996 7992 7988 7984 7980 7976 7972 7968 7 7964 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 960 8000 7996 7992 7988 7984 7980 7976 7972 XSEC -165 1170*45.46 ■i!!!!!! �1k7ll�il!!!!! ■!!!!� ■�!!!!�1!!�i! moo ii a i i i i i i .i :i 7984 7980 7975 7972 7968 7964 7960 7956 7992 7988 7984 7980 7976 7972 7968 7964 7960 XSEC -158 1163*39.09 XSEC -157 1161f55.89 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 66 7980 7976 7972 7968 7964 7960 7956 7952 7984 7980 7976 7972 7968 7964 7960 7956 XSEC -156 1160*54.56 -80 -60 -40 -20 0 20 40 60 80 100 7980 7976 7972 7968 7964 7960 7956 7952 7992 7988 7984 7980 7976 7972 7968 7964 7960 SOPRIS ENGINEERING - LLC SCALES CIVIL CONSULTANTS HORIZONTAL 1 "--50' 502 MAIN STREET, SUITE A3 VERTICAL 1' =20' CARBONDALE, COLORADO 81623 (970) 704 -0311 XSEC -164 1169*68.29 8000 7996 7992 7988 7984 7980 7976 7972 8000 7996 7992 7988 7984 7980 7976 7972 -80 -60 -40 -20 0 20 40 60 80 100 8000 7996 7992 7968 7984 7980 7976 7972 7968 XSEC -163 1168f83.93 !!!!!i! 7992 7988 7984 7980 7976 7972 7968 XSEC -162 1167f85.38 ■lii il �lk7iid■ik71! ' IM! ■iiiV�i4^- Jii■iiiii ■iii^7�lt�li ] ■if�liii!!!!ii ■!licit• i!3 ■i�I�J!!!ilii ■!!l!I�l. iiiii ■lll��lC' lE3 ■l /I!!!l!illl ■!liii�i[31i.1 ■lllll!!llii ': � ■iii ■�li iltt ■ / /1111111111 Cell ■�!l iifi ■I�1111!lli /l ■fi�i ■ill ll�</l!lllilllll ■ll` ■�_ii_i / /iiiiiiiiiii ■iillliiillllllliiili WIF0 %47PCiltaLl 1. TOP OF BANK DOES NOT CONSTITUTE A SLOPE FAILURE LINE. 2. ROARING FORK RIVER STREAM MARGIN RE/IEW MAP TO BE USED FOR PLANNING ONLY 8012 8008 8004 8000 7996 7992 7988 7984 7980 7976 20034.01 02/26/02 xsec.Cw9