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Home My WebLink About1045COLORADO DEPARTMENT OF TRANSPORTATION Sheet Revisions Sheet Revisions 500 Broadway RIGHT OF WAY PLANS 222 SOUTH 6TH. ST. Date Descri tion Initials Date Description Initials _ z w �) Eagle, Colorado 6SGM T bar: BRO C4 OF PROPERTIES RIGHT OF WAY PLANS s _'a 81631 -0850 Project Number: Bat -440 -007 COLORADO DEPARTMENT OF TRANSPORTATION Sheet- 500 Broadway - _ _ �� ROOM 317 �- - - 118 West Sixth Street, Suite 200 Project Location: Catamount Bridge on Eagle Count Sheet Revisions y GRAND JUNCTION, CO 81601 Telephone: Glenwood Springs, CO 81601 Road 301 over the Colorado River __ TITLE SHEET 222 SOUTH 6TH. ST. r " c -` _��' Eagle, Colorado .o rut Nr . r F C4�? Of'! h - , „ 970.945.1004 www.sgrr inc.com •� PHONE: 970-683 -6234 FAX 97MBM249 � 970. 328-3560 Pro' ct Code. last Nod. Dote ubset Sheet sheet Na old Na of She 01 ROOM 317 - � - 81631-0850 118 West Sixth Street, Suite 200 r. - t L r..x Ce n , t Pf i ; on E i C _rt � -- . �= ,•r • - - 18601 2.01 of 201 7 GRAf:D HIFJCTION, CO 81601 Telephone: Glenwood Springs, CO 81601 F ,..1 3 1 ov r Vn� c- K•: 1� Ri,x REGION 3 PHONE: WO-W -6234 FAX 97M3 -6249 EJr-! E CCx_h:TY 970.328 -3560 970.945.1004 www.sgm- inc -corn -..-- .r4 I,a . .,r• . - - t _. ,t r; . t c 1 _ a 1 R.O.W. TABULATION OF PROPERTIES MI EAGLE COUNTY - CATAMOUNT BRIDGE REGION 3 EAGLE COUNTY SHEET NO. INDEX OF SHEETS Area In Square Feet (Acres) 1.01 (1) Title Sheet RIGHT -OF -WAY 2.-3 (3) Tabulation Remainder BoolrandPageNa 3.0.01 (3) Project ion of Diagram parse( Na Ownership Name and Mailing Address Site Address and Parcel Number Location Area Of Parcel Existing ROW Net Area Remainder Left Right Md/Or Reception No. TUIe CorLxrLhrneM �` Rtlmarlcs r 5.01 (1) h•,on"rtt and Easement Tabulation 7.01 (1) Plan Streets L t \ �T OF VAY STATE O F COLORADO Bureau of Land Management Temporary t EmeTent SECTM O LIRTER. AttD SIXTEENTH P0r1T Colorado River Valley Field Office SW R. Section 8 . 36663 sf 36663 sf For Access, Grading, and CorisUuctien cMAER C- CyrJERS RIGIIT OF WAY PLAN OF PROPOSED TE -1 NIA T.25.,R84w.,sth P.M. (0.8417 Acres) {0.8417 Acres) 2300 River Frontage Road Sit, CO 81652 AN XXxx FEDERAL AID PROJECT NO. BRO C440 -007 Cm*ucdon Easement: E a x x Bureau of Land Management EL x,Xx `= COLORADO RIVER ROAD Temporary r Colorado River Valley Field Office SW114 Section 8 . 15018 sf 15018 sf 1 PFcO�CT TESFJFJVtY � -1A 2300 Slit, CO 81652 Road NIA T. 2 S., R 84 W., 6th P.M. (0.3448 Arles} {0.3448 Acres) For Access, Grading and Constructlon CONTROL EAS:- -k'E%T EAGLE COUNTY Basis of t.�NU t hT POeJT based on agraf beariing of Nw47 in the 531 calmlallicifis fouond mmoonuments at Bureau of Land Management 1 +' - - - - - - - - - - - - - - - - 11[ _� • _ _ _ _" _ -'[ - -- - - _ ' F rT - � show on tSheoet 5. of Section 8 and U1e North; Comer d Secti�Mt 8 as 49989 sf 11476 sf Permanent Road Right of Way tux Phan _ Colorado River Valley Field Office SW114 Section 8 . Rpm � Bridge arlprmrentertts NIA 1.147fi Acres RW -1 T. 2 S., R 84 W 6th P.M. {1.1476 Acres) ( ) 5` •'c Rslurxh'., -L� ;. �t t. ! t :rr Ea ur 1r u t f - - - - r _ 230 Road l6a�a'a- County, ' - j OSit,CO 1652R 1. This Right- of -dda Plan is not a boundary survey of the ad;-4t ing propel.y Sit, CO 81652 '�i '' G�r�3 T Bi FI ('• : :i'S�i tr y - _ s - -� -r ` -' _ i- C.OUrit Purposes Onyl and is prepared for "Colorado Department of Transportation and Eagle Right Of Entry (ROE) will be obtained lbr - - t i • t y Y Union Pacific Rail Road 1756 sf Construction Purposes via a CO*SClor RVA F1r� e o ea r Cr 4Y L.f - - - - - ' : ' . ' - • i. . 2. This plan set is sub €act to chanee and may not be the most current set. h SW114 Section 8 . 1756 sf _ - - is the users respons b, ty to verily with CDOT the this set is the most cwren ROE -2 1400 Douglas Street N/A T. 2 S., R 84 W., 6th P.M. (0.0403 Acres) (0.0403 Acres) of Ell" permit km the Urdon Pacific Railroad E� rrw Farr tr rd r L>{ - - - - - r �. - : , - - •- �\ �«7 la nd S E�'� ' }- ; - The informalt n canto raid on the at!-d drarivg is nut val-f unless this Omaha, NE 68179 - - _ � mpy bears an odyinal signature of true Nolussionai Land Surv" r tleredrl ttr 5«_ 10A , `.E • ' -j - , � !� _ - - - - � •' named. 3. The Ut'iry lacataons shown on t "is Riaht-0f -Way plan are based Q7 surface Si_r -h L f l - - - 1 evidence and locates provided by the uitirty providers or lt�k repfesentati es. Q�OO l ��+� s • r_r 1 5E. Ti . L ,f - '• - .. __ 4. All distances and coordinate values shown on this Right-0f -Y /ay earl are ••+•RA % - - = expressed in U.S. Survey Feet. OF C�f e - ---- -- -- ---- -- -- ---- - -_ --- _ • + -„� �•.- ": - , • _ 5. The coordinate system used for than RTahl -of Way plan is U.S. Stale Plane •s ,, t - x - 1983, Cobras Cent al 05u2, F.ttx d ed to around on Prujed Control Point f t. ,. R. C+F Fit - _ - i e_ -_ / - - - - +; `.- - rr 1'� Vertrc� datlrm a NAVC83 dem:ed from GPS measurements. Geoid Alodel � • � �3Sa � its • � 2012. NOTICE: Accordi ^a to Cctorado 4,T You must commerce any ieg, a--Van ' ' �- - _ � . � ,-' r_ • ! - based uocn any deject in this survey wdnin three years after you first discover _ s - . - _ I _' - - _ • - _ such deflect. In no event may any actk)n basea upon any defect to this survey � • +•• +••••••••S� • a _ m :ion shaven L l Ati� be corivnenced more than ten years from ihx date of the ce 4'K.a hereon. r` i � Lam'-'= _ - � � 4 - � � '•�� •'- i< - 7 _ - aGi Ezz: i COLORADO DEPARVvIENT OF TRANSPORTATION FEDERAL AID HIvH:"r`AY PROJECT u y t L --- --- - - - --■ __ `` _ _ r AL'TFpPI" ' Y- o Union Pacific Railroad; - DATE a I ;� _ ll ' -DOT RCrr PACGRW, `�LVJAGER PROJECT LOCATION MAP SUR:EYORSTATEVENT(RO- NPLA•) 1. RCBERT E BRAfJCEB;RRY ,A PROFESStOtiAL LkID Slrt?`lEYOR L)CEfISED W DO a' I Ctc 0 2500 y000 10000 TIE STATE OF COtO:V :J. DO HEREBY STATE TO THE COLORADO DEPT RWENT Q .••••.. OF TRAN�TATh')N TI-AT BA "cD UPON aY IC`CAPILEG,E. I+�ORL AT�ti AND ��! ; �.BRrp hp'• .Sr _ - BELIEF. RESEARCH. CALCULATIt S AND EVALUATtal OF THE SURVEY EVIDENr6, �1 ' THAT WERE PERFORMED KID THIS PJ'„HT OF -N'AY PLAN V.AS PREPARED Ul`ZEe't 1 s o ? a 38388 N' 4 IN rlsbr 1 .1Y RESPCNJ 13LE CHP,R:aE IN ACCORDAlIi,E WITH APPLICAB;E �Tfl"JDA�tOS OF ; GRAPHIC SCATS PRACTICE CEFr4ED BY COLOPACO -EPA -:TLS NT OF TRANSPORTATION 1 inch - 6000TL PUKICATIO':S. THIS STATEMENT IS NO A GUARANTY OR .:A,RRlJ TY. EITHER $-ales of Orij'i ^al 11x17 Dfa»ings: EXPRESSED OR IWLIED. FCR ATJ'JONN BcFAL,CF SGM RR;. Ffi •••••••••'••• Control DLV-am 1• =8"J' t = 1- ��'VAi L 0`'� Flan Sheets 1'=60' PIS NO. 222 SOUTH 6TH. ST. ROOM 317 GRAND JUNCTION, CO 81601 e PHONE: 970-683-6234 FAX 970.683-6249 E REGION 3 A89REAATIONS CDH COLORADO DEPARTMENT OF HIGHWAYS CDOT COLORADO DEPARTMENT OF TRANSPORTATION NGS NATIONAL GEODETIC SURVEY ROW RICHT- OF-WAY GLO GENERAL LAND OFFICE CORS CONTINUOUS OPERATING REFERENCE STATION e AN XX.XX E XXXX Q1 Q EL. xXX xxx.xx SECTION QUARTER, AND SIXTEENTH PROJECT CORNER CORNERS CONTROL MONUMENT PERMANENT, PROPERTY, SLOPE, t U.............. LITY EASEMENT LINE - - - - PROPERTY BOUNDARY LIE (EXISTING) RIGGHT OF Z Lllk - QUARTER SECTION LIE SECTION LINE SIXTE[NTH SECTION LINE TYPICAL PROJECT CONTROL MONUMENT SET NOT TO SCALE PRIMARY PROJECT CONTROL MONUMENTS SET BY SGM ARE 2' ALUMINUM CAPS SET ON 24' NO.6 REBAR MARKED AS SHOWN ABOVE Sheet Revisions Sheet Revisions _ 500 Broadway Description Initials Dote I Description Initials sE Eagle, Colorado 81631 -0850 E f Telephone: 970- 328 -3560 BASIS OF BEARINGS: BEARINGS USED IN THE CALCULATIONS OF PROJECT COORDINATES ARE BASED ON A BEARING OF NW47'53"E A DISTANCE OF 5273.66 FEET BETWEEN FOUND MONUMENTS AT THE SOUTH 1/4 CORNER OF SECTION 8 AND THE NORTH 114 CORNER OF SECTION 8 BOTH BEING GLO 1916 BRASS CAPS AS SHOWN ON SHEET 5. BASIS OF ELEVATIONS: PROJECT ELEVATIONS ARE BASED ON A BENCHMARK ELEVATION OF 6562.54' ON PROJECT CONTROL POINT 1. THIS ELEVATION WAS ESTABLISHED USING GPS STATIC SURVEY METHODS HOLDING THE NAVD 88 ELEVATION OF COBS CONTROL STATIONS ECO1 and GSC1. COORDINATE DATUM: THE GEODETIC CORS CONTROL STATION GSC1 AND EC01 WERE HELD TO ESTABLISH THE HORIZONTAL AND VERTICAL POSITIONS OF THE PROJECT CONTROL MONUMENTS SHOWN ON PAGE 9. ALIQUOT MONUMENT DESCRIBED ON PAGE 9 WERE MEASURED USING THE CALCULATED COORDINATES OF THE PROJECT CONTROL MONUMENTS. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. EAGLE COUNTY STATE OF COLORADO PROJECT CONTROL DIAGRAM CATAMOUNT BRIDGE IMPROVEMENTS SECTION 8, TOWNSHIP 2 SOUTH, RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDIAN EAGLE COUNTY 6SG 1 18 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgrrrinc.com , r.vv-v . ...,....._ - - TITLE SHEET Project Number: BRO -440 -007 Project Location: Catamount Bride on Eagle Count Road 301 over the Colorado River pro' ct Code: Last Mod. Date ubset Sheet Sheet No Total No 18601 1 04 -29 -14 13.01 OF 3.031 3 �• -� ! _ SHEET NO. 3.01 3.02 303 INDEX OF SHEETS (1) Tale Sheet (1) Project Control Coordinate Table (1) Project Control Diagram EavLaccuntr �_ &1 is - EUVI _•�•. -k ' W :J71 Union Pacific Rs11r0ad GENERAL NOTES: 1. THIS PROJECT CONTROL DIAGRAM IS INTENDED FOR THE USE OF COLORADO DEPARTMENT OF TRANSPORTATION AND EAGLE COUNTY IN CONSTRUCTION PROJECT NO. BRO C440.007 AND DOES NOT REPRESENT A BOUNDARY SURVEY 2. NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION CONTAINED ON THE ATTACHED DRAWING IS EITHER STATED OR IMPLIED UNLESS THIS COPY BEARS AN ORIGINAL SIGNATURE OF THE PROFESSIONAL LAND SURVEYOR HEREON NAMED. 3. THIS PROJECT CONTROL DIAGRAM REPRESENTS THE HORIZONTAL AND VERTICAL CONTROL FOR THIS PROJECT ESTABLISHED BY SGM INC. IT IS POSSIBLE THAT SOME OF THE SURVEY CONTROL MONUMENTS LISTED HAVE BEEN DISTURBED OR OBLITERATED. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXISTENCE AND STABILITY OF THE CONTROL MONUMENTS BEFORE CONSTRUCTION. 4. THIS PLAN SET IS SUBJECT TO CHANGE AND MAY NOT BE THE MOST CURRENT SET. IT IS THE USER'S RESPONSIBILITY TO VERIFY WITH CDOT THAT THIS SET IS THE MOST CURRENT. THE INFORMATION CONTAINED ON THE ATTACHED DRAWING IS NOT VALID UNLESS THIS COPY BEARS AN ORIGINAL SIGNATURE OF THE PROFESSIONAL LAND SURVEYOR HEREON NAMED. F K Jt" WJS.8 I I03 Mbt: SURVEYOR STATEMENT (PROJECT CONTROL DIAGRAM) NORTHING G 25W 5000 1DDOO 1, Robert E. Brandeberry, a professional land surveyor licensed in the State of QO CFy ....OR ,,......__ TABLES COORDINATE TABLES Colorado, do hereby state to the Colorado Department Of Transportation this OAP .•• • •.• eRA h� •,• MEOW Project Control Diagram was prepared and the field survey it represents was ��' `= r `cam_ � (� ter) performed under my responsible charge and, based upon my knowledge, �• -� ! _ GRAPHIC SCE information and belief is in accordance witch applicable standards of practice m A 38388 1 inch 60o0tk defined by Colorado Department of Transportation publications. This statement • o NAVD 88 ELEVATION is not a guaranty or warranty, either expressed or implied. For and on behalf of o, 16•6 / 18 / 14 : cv Lineal Units = U.S. Survey Feet SGM, Inc. FJ' '•.• �� 1665094.39 ' I L LRN�S� -ORS GPS STATION EC01 .-� .••�� PLS No. 3M - i_ + - . 8388 EC01 39' 39' 06.55179'N Road 301 over the Coloradi COLORADO DEPARTMENT OF TRANSPORTATION � _ -- 222 SOUTH 6TH. ST. ROOM 317 GRAND JUNCTION, CO 81601 _ ;PHONE: 970683 6234 FAX 970-693-6249 REGION 3 Sheet Revisions NORTHING Sheet Revisions 500 Broadway =`� Eagle, Colorado awl. -- $ 1631 -0850 Telephone: _ x_ 5 -� 970328 -3560 - - SSGM 1 18 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm ine.eom ....OR ,,......__ TABLES COORDINATE TABLES Date Description Initials Date Description Initials Number: BRO C440 -007 Project Numb DESCRIPTION 262827924 POINT N0. LONGITUDE ELLIPSOID HT. Combined Factor NORTHING EASTING NORTHING FASTING NAVD 88 ELEVATION Project Location: Catamount Bridge on Eogte LATITUDE 106' S0' 51.732757W 6521.23 0.999670941 1665118.75 2620533.34 1665094.39 2620531.76 6566.18 -ORS GPS STATION EC01 EC01 39' 39' 06.55179'N Road 301 over the Coloradi 39' 37 49.0508TN 107' 19 39.07940"W 5765.22 0.999691089 1629291.53 2464680.56 Project Code. Lost Med. Data bset 5 set meet N 3t 5812.80 CORS GPS STATION GSC1 GSC1 18601 04 -29 -14 1.3 02 of J uJ I It GEODETIC CONTROL PROJECT COORDINATES NORTHING EASTING 500 1753680.37 2630882.21 1002 GEODETIC COORDINATES - NAD 83 (2011) 2625601.78 NAD 83 ZONE 502 1751065.63 PROJECT COORDINATES 3001 DESCRIPTION 262827924 POINT N0. LONGITUDE ELLIPSOID HT. Combined Factor NORTHING EASTING NORTHING FASTING NAVD 88 ELEVATION LATITUDE 106' S0' 51.732757W 6521.23 0.999670941 1665118.75 2620533.34 1665094.39 2620531.76 6566.18 -ORS GPS STATION EC01 EC01 39' 39' 06.55179'N 39' 37 49.0508TN 107' 19 39.07940"W 5765.22 0.999691089 1629291.53 2464680.56 1629257.13 2484640.91 5812.80 CORS GPS STATION GSC1 GSC1 0 L J�F A. o :x/18/1. PROJECT CONTROL MONUMENTS ♦ CID X Fs,�'••..,,•. ++•'' I t f►h GEODETIC COORDINATES - NAD 83 (2011) NAD 83 ZONE 502 PROJECT COORDINATES DESCRIPTION POINT N0. COMBINED FACTOR NAVD 88 LATITUDE LONGITUDE ELLIPSOID HT. NORTHING EASTING NORTHING EASTING ELEVATION 1 39' 53.26.23463 "N 106' 49' 55.912WW 6519.32 0.9997198192 1752033.81 2626174.49 1752033.81 2626174.49 6562.54 CP1 2 39' ST 29.57939"N 106'49'54.72912"W 6519.11 0.9997200532 1752370.88 2626271.65 1752370.98 2626271.68 6562.33 CP2 3 39'53'29.05656"N 106' 49' 50.3988TW 6531.60 0.9997194223 1752313.04 2626608.37 1752313.12 2626608.50 6574.82 CP3 FOUND ALIQUOT SURVEY MONUMENTS POINT N0. PROJECT COORDINATES NORTHING EASTING 500 1753680.37 2630882.21 1002 1753702.59 2625601.78 1054 1751065.63 2625562.30 3001 1756291.47 262827924 3011 1751018.32 2628205.78 i XXX -Q� XXX LOCATION W. 114 SECTION 8 T.2S., R.84W., 6TH P.M. W. 114 SECTION 8 12S., R.84W., 6TH P.M. S.W. CORNER SECTION 8 T.2S., R.84W., 6TH P.M. N.1 /4 SECTION 8 T.2S.. R.84W., 6TH P.M. S.1 /4 SECTION 8 T.28., R.84W., 6TH P.M. DESCRIPTION FOUND 2.5' ALUMINUM CAP STAMPED IN PART 'MEYER LAND SYSTEMS PLS 26967 75WC FOUND 325" ALUMINU CAP STAMPED IN PART "EAGLE COUNTY SURVEYOR PLS 37958' FOUND 2.5' BRASS CAP STAMPED IN PART'U.S. GENERAL LAND OFFICE SURVEY' FOUND 2.5' BRASS CAP STAMPED IN PART US GENERAL LAND OFFICE SURVEY" FOUND 2.5' BRASS CAP STAMPED W PART "US GENERAL LAND OFFICE SURVEY'