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i. <br />100 0 50 100 <br />( IN FEET ) <br />1 INCH = 100 FEET <br />W 1/4 CORNER <br />SEC. 35, T1 S, R67W <br />FND. 3 -1/2" ALUM. CAP <br />"PLS 23521" - J N89018'38 "E <br />NORTHERLY LINE, SW 1/4 <br />SEC. 35, T1S, R67W <br />A LAND <br />TITLE SURVEY <br />LOCATED M THE BY 114 A BE Vit OF SC C TM 359 4189 R8 7Y9 UU 9 GTb Polo <br />COUNTY OF ADAK STAT E OF COLORADO <br />PARE I OF I <br />C 1/4 CORNER, SEC. 35, T1S, R67W <br />FND. 1" STEEL BAR IN RANGE BOX W/ 3 -1/4" <br />ALUM. CAP WIRED TO BAR MARKED AS C 1/4 <br />CORNER, "PLS 2351" <br />NOTE: SAID C 1/4 CORNER IS N82.29'E 3.9' <br />OF A FND. 3 -1/4" ALUM CAP IN RANGE BOX <br />MARKED AS C 1/4 CORNER, "PLS 24960" <br />fl(( <br />'(BASIS OF BEARINGS) <br />X2649.92'_ _ — x S01 4 24 "E 50.67'- / Q � __ N89_19'00 "E 2639.23' <br />_ N89-16 51 E 59.67 A � CO, WY. 22 N89'19 05 E 50.00 N8919 05 E 17.89 R.O.W. LINE <br />_N,35'58'49�E 101 02' UN S63'45'00 "W 37.60' C 0 R•O.W. LINE J )N01'19'29 "W <br />S28' — 36_W 200.00/ // _ _S01'19'29"E ' ADAMS CO. /140.00' < `O <br />���� )�A / /' 140.00' HISTORICAL SOCIETY 4"° (L <br />/ ,�- <br />�N32'54 0 ��� , / J /� J.E. BILLINGS ACCESS EASEMENT DEED NOT FOUND <br />4112, PG 968 I 4454 <br />�� "UHIBIT e" — <br />_ N 89'19 05 " E ! � 550.00 / C4 <br />S49'25.�0�9�1.: 41.5 / D - - - -- <br />7 - — <br />N50'36'51 "E 235.56' <br />L= 213.49' , <br />DELTA= 27'54'08" <br />R= 438.39' <br />CHB9' <br />CHB=N37N37'S1'43 "E _% <br />TED ZIGAN PIT NO. 2 <br />FILING NO. 1 <br />FILE NO. 14, MAP NO. 946 <br />N 22'42' 43 "E <br />202.29' <br />N35'58'1 0 "E j <br />238.11' <br />Z � <br />UJ � <br />N16'28'14 "E <br />230.97' <br />I Ir / <br />50 MAINTENANCE <br />ESMT. PER PLAT <br />N 24'19'35 "E <br />167.53' <br />N 03'36' 32 "E <br />42.49' - <br />i <br />T � <br />jq� /,j �! <br />/I b <br />D � <br />i I9l 1 <br />S89026 44 W <br />/r I 5' APPARENT P.S. CO. r / <br />ESMT.,PER PLAT <br />ifi <br />0 <br />Fi.U.D. <br />jl 814 3919; .PG <br />'ACCESS EASE <br />BK 4454 PG S: <br />LOT 1 <br />ROADGATE FARMS <br />FILING NO. 1 <br />n <br />a <br />0 <br />o <br />) <br />L/ <br />t` <br />N <br />�I <br />In <br />ca <br />N <br />I <br />3I° <br />xl <br />'Cool <br />ro <br />PI <br />01 <br />Z� <br />J (n <br />d' <br />LL,� <br />/ U M <br />V) <br />I IW <br />z rn <br />a <br />r /� -- 1157.40 <br />/ — — ' ✓ 1 GILBERT & JEANNE <br />HENAD CO. V 0 MARTINEZ <br />DEED NOT FOUND i f302� PG �1 <br />I <br />S 1/4 CORNER - SEC. 35, T1 S, R67W <br />FND. CHISELED IN TOP OF STEEL <br />EDGING ON CONCRETE AT R.R. CROSSING <br />STAMPED "LS22098" <br />/ +3 <br />/ �ry <br />� 3 <br />I <br />S�89'2210 "W <br />1 127' <br />/,I X <br />r <br />O N <br />Od / <br />/ <br />e� <br />n� <br />f <br />.� <br />�o <br />A t <br />Gj! <br />AQF <br />COLO. HWY. 22 <br />,Sj <br />U <br />�2 • <br />o <br />TE <br />Z <br />o <br />v <br />a <br />LL m <br />E. 120TH AVE. s <br />VICINITY MAP <br />PROPERTY CORNERS <br />(Z ) FND. NO. 5 REBAR 0.2' S & 0.4' W OF R.O.W. <br />CORNER PER ROADGATE PLAT <br />E 1/4 CORNER (g) FND. NO. 5 REBAR W/ CAP 0.1' N & 0.9' W <br />SEC. 35, T1S, R67W OF R.O.W. CORNER PER ROADGATE PLAT <br />FND. 3 -1/2" ALUM. CAP <br />"PLS 23521" © SET NO. 5 REBAR W/ PLASTIC CAP, "PLS 5112" <br />FND. NO. 5 REBAR <br />— <br />:NORTHERLY tE FND. NO. 4 REBAR <br />(Z FND. NO. 4 REBAR W/ MELTED CAP <br />LINE, SE 1/4 © FND. NO. 5 REBAR <br />SEC. 35, T1S, R67W <br />HQ FND. NO. 5 REBAR <br />(2) FND. NO. 5 REBAR W/ BROKEN CAP 0.3' N & <br />0.7' W OF R.O.W. CORNER PER ROADGATE PLAT <br />© FND. NO. 5 REBAR <br />© FND. NO. 5 REBAR <br />FND. NO. 4 REBAR <br />NQ FND. NO. 4 REBAR <br />. WITNESS CORNERS ALONG THE FULTON DITCH 50.00' <br />EASTERLY FROM THE CENTERLINE AS NOTED ON THE <br />RECORDED PLAT OF ROADGATE FARMS FILING NO. 1 <br />O SET NO. 5 REBAR W/ PLASTIC CAP, "PLS 5112" <br />WITNESS CORNER 50.00' EASTERLY OF PROPERTY <br />LINE <br />113ECURITY TITLE GUARANTY COMPANY COMMITMENT NO. G027954AO2, DATED FEBRUARY 25, <br />2002 AT 8:00 A.M. WAS RELIED UPON FOR RECORDED RIGHT -OF -WAYS, EASEMENTS, AND <br />ENCUMBRANCES FOR THE PREPARATION OF THIS SURVEY. <br />2) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY JEHN AND ASSOCIATES INC. TO <br />DETERMINE OWNERSHIP OF THIS TRACT OR TO THE COMPATIBILITY OF THIS DESCRIPTION <br />WITH THAT OF ADJACENT TRACTS, OR EASEMENTS OF RECORD. <br />3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED <br />UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH <br />DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE <br />COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. <br />4) BEARINGS ARE BASED ON THE ASSUMPTION THAT THE NORTHERLY LINE OF THE SOUTHEAST <br />ONE- QUARTER OF SECTION 35 BEARS N 89'19'00" E BETWEEN THE MONUMENTS SHOWN AND <br />DESCRIBED HEREON. <br />5.) THE PROPERTY SHOWN AND DESCRIBED HEREON DOES NOT LIE WITHIN THE 100 YEAR FLOOD <br />PLAIN BASED ON FLOOD INSURANCE RATE MAP NO. 08001CO065 G DATED AUGUST 16, 1995. <br />6.) BENCHMARK: ELEVATIONS ARE BASED UPON THE ADAMS COUNTY BENCHMARK 95.0171. <br />STATION LOCATION RECORD DESCRIBES MONUMENT AS 3 -1/4" ALUMINUM SURVEY MARK DISK <br />STAMPED "95.0171 1995 1S67W S34" SECURED TO THE TOP OF A 5/8" FINNED ALUMINUM ROD <br />ENCASED IN A 6" PVC PIPE WITH A LOGO CAP. SET IN A CONCRETE POST 0.1' BELOW GROUND <br />LEVEL. <br />7.) CONTOURS WERE DERIVED FROM AERIAL PHOTOGRAPHY PROVIDED BY CARRERA & <br />ASSOCIATES DATED FEBRUARY 14, 2000. <br />PROPERTY DESCRIPTION: <br />LOT 1, ROADGATE FARMS FILING NO. 1 AS RECORDED IN FILE NO. 16 AT MAP NO. 239 <br />COUNTY OF ADAMS, <br />STATE OF COLORADO. <br />SURVEYOR'S CERTIFICATE <br />TO: CITY OF BRIGHTON <br />ADAMS COUNTY <br />ADAMS COUNTY, R.V. PARK, LLC., A COLORADO LIMITED LIABILITY COMPANY <br />124TH ESTATE PARTNERS IN CARE OF DACCA, INC. <br />VALLEY BANK & TRUST <br />SECURITY TITLE GUARANTY COMPANY <br />FIRST AMERICAN TITLE INSURANCE COMPANY <br />THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN <br />ACCORDANCE WITH "MINIMUM STANDARDS DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE <br />SURVEY ". JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND <br />INCLUDES ITEMS 1, 2, 3, 5, 10, 13 AND 16, OF TABLE "A" THEREOF. PURSUANT TO THE <br />ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE <br />OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS <br />WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE, AND CLOSURE <br />REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR <br />ALTA /ACSM LAND TITLE SURVEYS." <br />RECEIVED <br />RfG/s JUL 2 3 2003 <br />DAVID L. FREE ,Ar v o " Division of Minerals and Geology <br />REGISTERED COL DO LU0 ShTl2 OR NO. 5112 c/1/►���/ _ O <br />�� // <br />04'AC LAhO SJ <br />John & Associates, Inc, <br />REVISIONS _ <br />