2020-12-22_REVISION - M2016009

• Permit No: M2016009
• IBM Index Class Name: REVISION
• Doc Date: 12/22/2020
• Doc Name: Request For Amendment To Permit
• From: Fremont Paving & Redi-Mix, Inc.
• To: DRMS
• Type & Sequence: AM1
• Email Name: JPL
• Email Name: JLE
• Email Name: AWA
• Media Type: d
• Archive: No

SUP 2016-007 EXHIBIT 3
REGULAR 112 PERMIT `=1 'z9VED
PERMIT BOUNDARY DESCRIPTION DEC 2 2 2020
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LEGAL DESCRIPTION: PERMIT BOUNDARY PARCEL NO.1-ROUTE B LEGAL DESCRIPTION:PERMIT BOUNDARY PARCEL NO.2 LEGAL DESCRIPTION: PERMIT BOUNDARY PARCEL NO.3-ROUTE A
A TRACT OF LAND BEING A PORTION OF SECTION 27 AND THE NORTHEAST QUARTER OF SECTION 34, A TRACT OF LAND BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 28,THE NORTHEAST
A TRACT OF LAND BEING A PORTION OF SECTIONS 24,25,35 AND 36,TOWNSHIP 21 SOUTH,RANGE 63
TOWNSHIP 21 SOUTH,RANGE 63 WEST OF THE 6TH PRINCISCRIBE A FOLLOWS:
N,COUNTY OF PUEBLO,STATE WEST AND SECTIONS 19 AND 30,TOWNSHIP 21 SOUTH,RANGE 62 WEST OF THE 6TH PRINCIPAL QUARTER OF SECTION 33,AND THE NORTHWEST QUARTER OF SECTION 34,TOWNSHIP 21 SOUTH, N a
OF COLORADO,AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: , , . a
MERIDIAN,COUNTY OF PUEBLO,STATE OF COLORADO,AND BEING MORE PARTICULARLY DESCRIBED RANGE 63 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF PUEBLO STATE OF COLORADO AND
: BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I, Z
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BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 33,TOWNSHIP 21 AS FOLLOWS
SOUTH,RANGE 63 WEST OF THE 6TH PRINCIPAL MERIDIAN,COUNTY OF BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 33,TOWNSHIP 21 - c
PUEBLO,STATE OF COLORADO,BEING MONUMENTED ON THE WESTERLY END BASIS OF BEARINGS! THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 33,TOWNSHIP 21 SOUTH,RANGE 63 WEST OF THE 6TH PRINCIPAL MERIDIAN,COUNTY OF `w OV ti
BY 3-1/4 ALUMINUM CAP STAMPED'PLS 33200'AND AT THE EASTERLY END BY SOUTH,RANGE 83 WEST OF THE 6TH PRINCIPAL MERIDIAN,COUNTY OF PUEBLO,STATE OF COLORADO,BEING MONUMENTED ON THE WESTERLY END
A 3-1/4 ALUMINUM CAP STAMPED'PLS 33200'ASSUMED TO BEAR N89'14'26'E A PUEBLO,STATE OF COLORADO.BEING MONUMENTED ON THE WESTERLY END BY A 3-1µ ALUMINUM CAP STAMPED'PLS 3320('AND AT THE EASTERLY END BY IN w a
DISTANCE OF 2,61627 FEET. BY A 3.4/4 ALUMINUM CAP STAM^ED PLS 33200'AND AT THE EASTERLY END BY A 3-1/4 ALUMINUM CAP STAMPED'PLS 33200'ASSUMED TO BEAR N89'14-28'E A
A 3-1/4 ALUMINUM CAP STAMPED'PLS 332DO-ASSUMED TO BEAR N89'14'28'E A DISTANCE OF 2.616.77 FEET. v a LL
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION V.THENCE S00'39'STE A DISTANCE OF DISTANCE OF 2.616.27 FEET.
2,200.37 FEET TO A POINT ON THE WEST LINE OF THE NORTHWEST QUARTER OF SAN)SECTION 27.SAID COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 28,THENCE N08'51'43'E A DISTANCE OF Z
POINT BEING THE POINT OF BEGINNING;THENCE N88'49'34E A DISTANCE OF 2150.33 FEET TO A POINT COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 35.THENCE S01'3T5I'E A DISTANCE OF 2,637.50 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST GUARTER OF SECTION 28.SAID O _
OF CURVE,THENCE ON THE ARC OF A CURVE TO THE RIGHT HAVING A DELTA OF 90'5995,A RADIUS OF 2446.76 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF 40TH LANE,SAID POINT BEING POINT BEING THE POINT OF BEGINNING,THENCE SW'04'06'E A DISTANCE OF 2623.75 FEET TO A POINT
500.00 FEET,AND A LENGTH OF 794.07 FEET TO A POINT 60.00 FEET EAST OF THE WEST LINE OF THE THE POINT OF BEGINNING; THENCE N89'08132'E A DISTANCE OF 2726.51 FEET TO A POINT OF CURVE, OF CURVE,THENCE ON THE ARC OF A CURVE TO THE LEFT HAVING A DELTA OF 89'S2'52,A RADIUS OF `} m
EAST HALF OF SAID SECTION 27;THENCE SOO'10'SOP AND PARALLEL TO SAID WEST LINE A DISTANCE THENCE ON THE ARC OF A CURVE TO THE RIGHT HAVING A DELTA OF 26'O8'4T,A RADIUS OF 360.00 285.00 FEET,AND A LENGTH OF 447.09 FEET;THENCE N89'2T01-E A DISTANCE OF 1938.60 FEET TO A
OF 2539.02 FEET, THENCE SOI-36.28-E AND PARALLEL TO AND 60.00 EAST OF THE WEST LINE OF THE FEET,AND A LENGTH OF 176.85 FEET TO A POINT OF REVERSE CURVE;THENCE ON THE ARC OF A POINT OF CURVE;THENCE ON THE ARC OF A CURVE TO THE RIGHT HAVING A DELTA OF 38'27'14',A
W
NORTHEAST QUARTER OF SAID SECTION 34 A DISTANCE- 1CURVE; -O AN E OF 2013.8 FEET TO A POINT OF CURVE TO THE LEFT HAVING A DELTA OF 99'2S'28',A RADIUS OF 2698.01 FEET AND A LENGTH OF RADIUS OF 1030.00 FEET,AND A LENGTH OF 69128 FEET;THENCE 552'OS'45'E A DISTANCE OF 112.41 o N
THENCE ON THE ARC OF A CURVE TO THE LEFT HAVING A DELTA OF 69'15'00',A RADIUS OF 440.00 FEET, 4681.81 FEET;THENCE N17'51'51'E A DISTANCE OF 9C2.73 FEET TO A POINT OF CURVE;THENCE ON FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 3d;THENCE
AND A LENGTH OF 685.39 FEET;THENCE N89'08'32 IN
'E A DISTANCE OF 2009.75 FEET TO THE WESTERLY THE ARC OF A CURVE TO THE RIGHT HAVING A DELTA OF 15'2721',A RADIUS OF 1030.00 FEET,AND A 501'36'28'E ON SAID EAST DIE,A DISTANCE OF 77.77 FEET,THENCE N52'0645W A DISTANCE OF
RIGHT-OF-WAY LINE OF 40TH LANE;THENCE S00'49'42'E ON SAID WESTERLY RIGHT-OF-WAY LINE A LENGTH
OF 277.55 FEET;THENCE S73'3T40'W A DISTANCE OF 414.73 FEET TO A POINT ON THE SOUTH 161.90 FEET TO A POINT OF CURVE;THENCE ON THE ARC OF A CURVE TO THE LEFT HAVING A DELTA m m
DISTANCE OF 60.00 FEET; THENCE S89'0872'W A DISTANCE OF 2D89.72 FEET TO A POINT OF CURVE; LINE OF THE SOUTHWEST QUARTER OF SECTION 25.THENCE S88'38'45W ON SAID SOUTH LINE A OF 38-2T14-,A RADIUS OF 970.00 FEET,AND A LENGTH OF 651.01 FEET;THENCE S89.2T01 W A
THENCE ON THE ARC OF A CURVE TO THE RIGHT HAVING A DELTA OF 69'15'00',A RADIUS OF 500.00 DISTANCE OF 1344.56 FEET TO THE SOUTHWEST CORNER OF SECTION 25.THENCE N00'50'21 W ON DISTANCE OF 1938.60 FEET TO A POINT OF CURVE,THENCE ON THE ARC OF A CURVE TO THE RIGHT
FEET,AND A LENGTH OF 778.85 FEET TO A POINT ON THE SAID WEST LIFE OF THE NORTHEAST THE WEST LINE OF SAN)SECTION 25 A DISTANCE OF 2641.69 FEET TO THE WEST QUARTER CORNER HAVING A DELTA OF 89'5252'.A RADIUS OF 345.00 FEET,AND A LENGTH OF 54121 FEET;THENCE
QUARTER OF SECTION 34;THENCE N01'36'28W,ON SAID WEST LINE,A DISTANCE OF 2013.93 FEET TO OF SAID SECTION 25;THENCE N00'4T12W ON THE WEST LINE OF SAID SECTION 25 A DISTANCE OF N00'40'06W A DISTANCE OF 2623.45 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST m LL
THE NORTH QUARTER CORNER OF SAID SECTION 34;THENCE N00'10'50W ON THE SAID WEST LINE OF 2589 05 FEET TO THE NORTHWEST CORNER OF SAID SECTION 25.THENCE N01'08'54W ON THE WEST QUARTER OF SECTION 28:THENCE N89'03'10-E ON SAID NORTH LINE,A DISTANCE OF 60.00 FEET TO W '/3 o O
THE EAST HALF OF SECTION 27.A DISTANCE OF 2639.77 FEET TO A POINT OF CURVE;THENCE ON THE LINE OF SECTION 24 A DISTANCE OF 2666.28 FEET TO THE WEST QUARTER CORNER OF SAID SECTION THE POINT OF BEGINNING. u J
ARC OF A CURVE TO THE LEFT HAVING A DELTA OF 90-5B'35',A RADIUS OF 440.00 FEET,AND A LENGTH 24:THENCE N00'/T2BW ON THE WEST LINE OF SAID SECTION 24 A DISTANCE OF 694.64 FEET;THENCE
OF 68.78 FEET;THENCE S88'4934W A DISTANCE OF 2150.W FEET TO A POINT ON THE SAID WEST LINE N90'00'00'E A DISTANCE OF 3980.95 FEET TO A POINT ON THE WEST LINE OF THE SOUTHEAST CONTAINING A CALCULATED AREA OF 351,879 SQ.FEET,OR 8.078 ACRES
W .
OF THE NORTHWEST QUARTER OF SECTION 27,THENCE NOO-39-57 ON SAID WEST LINE.A DISTANCE QUARTER OF THE NORTHEAST QUARTER OF SECTION 24.THENCE S00'10'25E ON SAID WEST LINE A
OF 60.00'TO THE POINT OF BEGINNING. DISTANCE OF 596 55 FEET TO THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 24;THENCE SOO'12'23'E ON THE WEST LINE OF THE NORTHEAST
CONTAINING A CALCULATED AREA OF 622,309 SQ.FEET,OR 14286 ACRES. QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24 A DISTANCE OF 754.91 FEET;THENCE
N89'05'41'E A DISTANCE OF 1720.71 FEET;THENCE N00-D4'15'E A DISTANCE OF 576.54 FEET;THENCE
N89'D5'41'E A DISTANCE OF 3489.85 FEET TO A POINT ON THE WEST LINE OF THE EAST HALF OF THE
SOUTHEAST QUARTER OF SECTION 19 TOWNSHIP 21 SOUTH,RANGE 62 WEST:THENCE S00'3531'E ON
SAN)WEST LINE A DISTANCE OF 2406.07 FEET TO THE SOUTHWEST CORNER OF EAST RALF OF THE
SOUTHEAST QUARTER OF SECTION 19;THENCE 500'35'19'E ON THE WEST UNE OF THE EAST HALF OF
THE EAST HALF OF SECTION 30 A DISTANCE OF 3278.83 FEET,THENCE S74-27'09'W A DISTANCE OF
7565.57 FEET TO THE BEGINNING OF A NON-TANGENT CURVE,SAID CURVE TURNING TO THE LEFT
WAVING A DELTA OF 19'4758-A RADIUS OF 970.00 FEET A CHORD BEARING OF S27'45'50W A CHORD
DISTANCE OF 333,53 AND A LENGTH OF 335.20 FEET THENCE;S17'51'51 W A DISTANCE OF 902.73 FEET
TO A POINT OF CURVE;THENCE ON THE ARC OF A CURVE TO THE RIGHT HAVING A DELTA OF 99'2528',
A RADIUS OF 2758'01 FEET,AND A LENGTH OF 4785.92 FEET TO A POINT OF REVERSE CURVE;THENCE
ON THE ARC OF A CURVE TO THE LEFT HAVING A DELTA OF 28.OV4T,A RADIUS OF 300.00 FEET AND A
LENGTH OF 147.37 FEET,THENCE S89-08.32W A DISTANCE OF 2726-54 FEET TO A POINT ON THE
EASTERLY RIGHT-OF-WAY OF 40TH LANE;THENCE NOO-49.42W ON SAID EASTERLY RIGHT-OF-WAY OF
40TH LANE A DISTANCE OF W.00 FEET TO THE POINT OF BEGINNING.
CONTAINING A CALCULATED AREA OF 65,603,490 SO.FEET,OR 1.506.049 ACRES.
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SURVEYOR'S STATEMENT:
I,EDWARD R.FISHER,A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF CO(ORADO,DO O O y<y ;It
HEREBY STATE THAT THIS PERMIT BOUNDARY DESCRIPTION HAS BEEN PREPARED BY ME OR UNDER MY
DIRECT RESPONSIBLE CHARGE IN MARCH OF 2020 AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND a O a
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EDWARD R.FISHER,PROFESSIONAL LAND SURVEYOR
COLORADO P.L.S.NO.38042
FOR AND ON BEHALF OF EDWARD-JAWS SURVEYING,INC.
DRAWN BY ERF
CHECKED BY ERF
HSCALE N/A
THIS DRAWING DOES NOT REPRESENT A JOB NO. 1518-00
MONUMENTED LAND SURVEY AND IS ONLY DATE CREATED 3114117
INTENDED TO DEPICT THE LEGAL DESCRIPTION. DATE ISSUED 3123f20
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