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LEGAL DESCRIPTION
<br />LAND SURVEY PLAT.
<br />LOT 1 AND LOT 2 (132ND AVE) BRANNAN FILING NO.1 AND A PART OF
<br />THE SOUTH HALF OF SECTION 26 LOCATED IN
<br />THE SOUTH HALF OF SECTION 26 AND THE NORTHEAST QUARTER OF
<br />SECTION 351 TOWNSHIP 1 SOUTH, RANGE 67 WEST OF THE SIXTH
<br />PRINCIPAL MERIDIAN,
<br />CITY OF BRIGHTON, COUNTY OF ADAMS, STATE OF COLORADO
<br />A PARCEL OF LAND LOCATED N THE SOUTH HALF OF SECTION 25 AND THE NORTHEAST QUARTER OF
<br />SECTION 35. TOWNSHIP i SOUTH. RANGE 67 SST. 67H P.Y.. COUNTY OF ADAMS. STATE OF COLORADO,
<br />BEING MORE PARTICULARLY DE9ClREEr AS:
<br />BEfiill0 AT THE SOUTH QUARTER CORNER OF SAID SEC71ON 213 THENCE SOUTH 89'1423• WEST, ALONG
<br />THE SOUTH LINE OF THE SOUTNIEST QUARTER OF SAN) SECTpN 213, A DISTANCE OF 224.78 FEET; INDITE
<br />ALONG THE FOLLOWING TWO (2) COURSES. ALONG THE EAST LINE OF A 10 FOOT RIGHT -OF -WAY LINE
<br />9100 ON THE FLAT OF BRANNAN 032ND AVE) FILING N0.1. RECORDED RECEPTION N0. 383433, N THE
<br />OFFM OF THE ADAMS COUNTY CU* AND RECOORDE:
<br />I. NORTH 2x33'42* EAST. A DISTANCE OF 1171.'36 FEET;
<br />2. NORTH 2337'42* EAST, A DISTANCE OF 266.07 FEET;
<br />THENCE ALONG THE SOUTH AND EAST LINES OF RK1HT -tom MWY REMMED N RECEPTION MAGER
<br />N THE OFFICE OF THE ADAMS MINTY CLERK AND RECORDER, ALONG THE FOLLOWING FOUR (4)
<br />I. SOUTH 86'13$4• EAST, A DISTANCE OF 3.47 FEET;
<br />2 NORTH 24'48'06• EAST, A DISTANCE OF 5a0.3a FEET;
<br />3. NORTH 2238'40• EAST, A DISTANCE OF 180.06 FEET;
<br />4. NORTH 59'48'4x• EAST. A DISTANCE OF 6x.62 FEET;
<br />TIERCE NORTH x911'25• EAST. ALONG THE SOUTH TIGHT- OF-WAY LINE OF EAST 132ND AVENUE 30 FEET
<br />SOUTH OF AND PARALLEL TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAN) SE)C11CN1 28. AS
<br />DOM ON SAID RECORDED PLAT. A DISTANCE OF 601.72 FEET:
<br />THENCE ALMIG THE WEST LIES OF THE TIQH7- OF-WAY RECORDED N SAD RECEPTION MADE R 00761114.
<br />N THE OFFICE OF THE ADAMS COHNTY CLERK AND RECORDE% A:ON G THE FO LOWNG THREE (3) COURSES
<br />1. SOUTH 619737' EAST, A DISTANCE OF 103.20 FEET;
<br />2 SOUTH 0093'51• EAST. A DISTANCE OF 1,086.61 FEET;
<br />3. SOUTH 019I'31• EAST. A DISTANCE OF 107.12 FEET,
<br />THENCE SOUTH 00'83'03• EAST. A DISTANCE OF 690.55 FEET. TO THE SOUTH LINE OF THE SOUTHEAST
<br />QUARTER OF SAD SMIM 21; THENCE ALONG THE WEST WgRT -OF -WAY OF THE PROPERTY RECORDED N
<br />RECEPTION NUMBER C0751114. N THE OFFICE OF THE ADAMS COUNTY CLERK AND RECORDER. ALONG THE
<br />FOLLOWING TWO (2) COINRSES3
<br />I. SOUTH OM4W EAST. A DISTANCE OF 277.17 FEET;
<br />2 SOUTH 3D94'0C EAST. A DISTANCE OF 173.x6 FEET;
<br />HENCE SOUTH 000747' WEST. RANG THE WEST RIGHT- OF-WAY OF NOTE STREET, ALONG A LIFE 30
<br />FEET WEST OF AND PARALLEL IO THE EAST LIE OF THE WEST HALF OF TEE NORTHEAST QUARTER OF SAN)
<br />SECTION 35. A DISTANCE OF 931,04 FEET.
<br />THENCE ALONG THE WEST AND SOUTH LIES OF THE PROPERTY RECORDED N RECEPTION NUMBER 00751114.
<br />N TIE OFFICE OF THE ADAMS COUNTY CLERK AND RECORDER. ALONG THE FOLLOWING TWD (2) COURSES
<br />E/O EAST OF
<br />S/0 SOUTH OF
<br />N/0 NORTH OF
<br />(C)
<br />(R)
<br />INDICATES CALCULATED VALUES
<br />INDICATES RECORD (DEED OR PLAT) VALUES
<br />(M) INDICATES AS MEASURED THIS SURVEY.
<br />SHEET 1 OF 3
<br />IN ACCORDANCE WITH CRS 13-80 -105;
<br />'NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE
<br />ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY
<br />WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT.
<br />IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT N
<br />THIS SURVEY BE COIBENCED MORE THAN TEN YEARS FROM THE
<br />DATE OF THE CERTIFICATION SHOWN HEREON'.
<br />I0IlCE
<br />ANY PERSON MR10 KNOWINGLY REMOVES, ALTERS OR DEFACES ANY
<br />PUBLIC LAND SURVEY MONUMENT. OR LAND BOUNDARY MONUMENT OR
<br />ACCESSORY, COMMITS A CLASS 2 MISDEMEANOR PURSUANT TO STATE
<br />STATUTE 18 -4-508 C.R.S.
<br />NOTES
<br />1. BEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 28,
<br />TOWNSHIP 1 SOUTH, RANGE 67 WEST OF THE SIXTH PRNOPAL MERIDIAN BEARING
<br />SOUTH 802'36• WEST, A DISTANCE OF 2,670.05 FEET. BETWEEN TWO (2) FOUND 3 1/4• ALUM.
<br />CAPS STAMPED L.S. NO. 24960.
<br />2 FIELD LOCATION FOR EXISTING PROPERTY PINS AND ALIQUOT CORNERS WERE LOCATED
<br />BY GPS.
<br />& THE TITLE COMMITMENT USED FOR THIS PROPERTY IS CO2 -3374 C, REVISION NUMBER 3,
<br />PROVIDED BY LAWYERS TITLE INSURANCE CORPORATION, DATED JUANUARY 7, 2003 AT &00 A.M.
<br />PARCEL AND ITEM NUMBERS SHOWN ARE N REFERENCE TO THIS COMMITMENTS SCHEDULE B-2
<br />4. A GRAVEL. PIT ENCOMPASSES MOST OF THE SUBJECT PROPERTY. IS CURRENTLY OPERATING
<br />AND WAS NOT LOCATED BY THIS SURVEY.
<br />SURVEYOR'S CERTIFICATE
<br />I, HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION AND THE
<br />POSITION OF THIS PROPERTY AND ITS FEATURES ARE TRUE AND ACCURATE TO THE BEST OF MY
<br />KNOWLEDGE AND BELIEF.
<br />DATE
<br />DuWAYNE M. PHILLIPS
<br />FOR AND ON BEHALF OF
<br />HIGH COUNTRY ENGINEERING, INC.
<br />REGISTERED COLORADO LAND SURVEYOR
<br />REGISTRATION NO. 9329
<br />m
<br />�f o
<br />v c
<br />CLERK AND RECORDER'S CERTIFICATE
<br />ZO
<br />ACCEPTED FOR FILING N THE OFFICE OF THE COUNTY CLERK AND RECORDER OF BOULDER E 0 0 0
<br />COUNTY, COLORADO ON THIS DAY OF a 0 LL 0 0
<br />2003, AD AT O'OAOC
<br />FILE NO.:
<br />MAP NO.: RECEIVED
<br />RECEPTION NM: JAN 14 2004
<br />HIGH COUNTRY ENGINEERING, INC.
<br />CONSULTING ENGINEERS AND SURVEYORS
<br />14 INVERNESS DRIVE EAST, STE. D -138 928 COOPER AVENUE
<br />ENGLEWOOD, COLORADO 80112 GLENWOOD SPRINGS, COLORADO 81801
<br />(803) 925" 0544 (970) 945" 8878
<br />Division of Minerals and GeologT
<br />SHEET 1 OF 3
<br />LAND SURVEY PLAT
<br />BRANNAN SAND AND GRAVEL
<br />200080 m %avassANLAY A!/hLAI YIN
<br />1. SOUTH 21'43'19• WEST. A DISTANCE Or 5we FEET;
<br />2 SOUTH 359415• EAST. A DISTANCE OF 51.513 FEET;
<br />THENCE SOUTH 23'1740' TEST. A DISTANCE OF 132.72 FEET;
<br />MOM MONO THE NORTH RIGHT-0F WAY LINES OF THE RX70N DITCH, ALONG THE FOLLOWINIG EIGHT (a)
<br />1. SOUTH 7933'31• WEST. A DISTANCE OF 130 FEET;
<br />m
<br />2 SOUTH 5435'32* WEST. A DISTANCE OF 193.86 FEET;
<br />m
<br />3. NORTH 8992'28• WEST. A DISTANCE OF 8x.86 FEET;
<br />N
<br />4, NORTH 72W48' WEST. A DISTANCE OF 181.85 FEET;
<br />0. NORTH 8999'28' WEST, A DISTANCE Or 184.00 FEET.
<br />°
<br />0. SOUTH 7234'02" WEST. A DISTANCE OF 84M FEE;
<br />S
<br />7. SOUTH 3535$2• WEST, A DISTANCE OF 251.76 FEET;
<br />0. SOUTH 5219W WEST. A DISTANCE OF 12243 FEET;
<br />a
<br />THENCE NORTH 003138• WEST, ALONG THE VEST LINE OF THE NORTHEAST QUARTER OF SAD SECTION J6.
<br />w
<br />A DISTANCE OF 2139.63 FEET. TO THE POIN T OF BEOMIi1G
<br />w
<br />m
<br />SAID PARCEL OF LAND CONTAINING 8,514924 SQUARE FEET OR 140.x54 ACRES MORE OR LESS
<br />0
<br />m
<br />z
<br />LEGEND
<br />ALIQUOT CORNER
<br />3
<br />L
<br />• FOUND PIN /CAP AS SHOWN
<br />_O
<br />O
<br />o SET NO.5 REBAR /CAP LS 9329
<br />IL
<br />FENCE
<br />E/O EAST OF
<br />S/0 SOUTH OF
<br />N/0 NORTH OF
<br />(C)
<br />(R)
<br />INDICATES CALCULATED VALUES
<br />INDICATES RECORD (DEED OR PLAT) VALUES
<br />(M) INDICATES AS MEASURED THIS SURVEY.
<br />SHEET 1 OF 3
<br />IN ACCORDANCE WITH CRS 13-80 -105;
<br />'NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE
<br />ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY
<br />WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT.
<br />IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT N
<br />THIS SURVEY BE COIBENCED MORE THAN TEN YEARS FROM THE
<br />DATE OF THE CERTIFICATION SHOWN HEREON'.
<br />I0IlCE
<br />ANY PERSON MR10 KNOWINGLY REMOVES, ALTERS OR DEFACES ANY
<br />PUBLIC LAND SURVEY MONUMENT. OR LAND BOUNDARY MONUMENT OR
<br />ACCESSORY, COMMITS A CLASS 2 MISDEMEANOR PURSUANT TO STATE
<br />STATUTE 18 -4-508 C.R.S.
<br />NOTES
<br />1. BEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 28,
<br />TOWNSHIP 1 SOUTH, RANGE 67 WEST OF THE SIXTH PRNOPAL MERIDIAN BEARING
<br />SOUTH 802'36• WEST, A DISTANCE OF 2,670.05 FEET. BETWEEN TWO (2) FOUND 3 1/4• ALUM.
<br />CAPS STAMPED L.S. NO. 24960.
<br />2 FIELD LOCATION FOR EXISTING PROPERTY PINS AND ALIQUOT CORNERS WERE LOCATED
<br />BY GPS.
<br />& THE TITLE COMMITMENT USED FOR THIS PROPERTY IS CO2 -3374 C, REVISION NUMBER 3,
<br />PROVIDED BY LAWYERS TITLE INSURANCE CORPORATION, DATED JUANUARY 7, 2003 AT &00 A.M.
<br />PARCEL AND ITEM NUMBERS SHOWN ARE N REFERENCE TO THIS COMMITMENTS SCHEDULE B-2
<br />4. A GRAVEL. PIT ENCOMPASSES MOST OF THE SUBJECT PROPERTY. IS CURRENTLY OPERATING
<br />AND WAS NOT LOCATED BY THIS SURVEY.
<br />SURVEYOR'S CERTIFICATE
<br />I, HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION AND THE
<br />POSITION OF THIS PROPERTY AND ITS FEATURES ARE TRUE AND ACCURATE TO THE BEST OF MY
<br />KNOWLEDGE AND BELIEF.
<br />DATE
<br />DuWAYNE M. PHILLIPS
<br />FOR AND ON BEHALF OF
<br />HIGH COUNTRY ENGINEERING, INC.
<br />REGISTERED COLORADO LAND SURVEYOR
<br />REGISTRATION NO. 9329
<br />m
<br />�f o
<br />v c
<br />CLERK AND RECORDER'S CERTIFICATE
<br />ZO
<br />ACCEPTED FOR FILING N THE OFFICE OF THE COUNTY CLERK AND RECORDER OF BOULDER E 0 0 0
<br />COUNTY, COLORADO ON THIS DAY OF a 0 LL 0 0
<br />2003, AD AT O'OAOC
<br />FILE NO.:
<br />MAP NO.: RECEIVED
<br />RECEPTION NM: JAN 14 2004
<br />HIGH COUNTRY ENGINEERING, INC.
<br />CONSULTING ENGINEERS AND SURVEYORS
<br />14 INVERNESS DRIVE EAST, STE. D -138 928 COOPER AVENUE
<br />ENGLEWOOD, COLORADO 80112 GLENWOOD SPRINGS, COLORADO 81801
<br />(803) 925" 0544 (970) 945" 8878
<br />Division of Minerals and GeologT
<br />SHEET 1 OF 3
<br />LAND SURVEY PLAT
<br />BRANNAN SAND AND GRAVEL
<br />200080 m %avassANLAY A!/hLAI YIN
<br />
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