|
NW SECTION CORNER
<br />15 -7 -59
<br />x
<br />I
<br />I }
<br />I
<br />I x
<br />I
<br />I x
<br />I 3
<br />I mk
<br />I N .
<br />011
<br />1
<br />I
<br />p 0
<br />I x
<br />I
<br />I x
<br />OVERHEAD ELECTRIC-,I
<br />APPROXIMATE LOCATION OF `I
<br />BURRIED TELEPHONE LINE x
<br />I
<br />I x
<br />I
<br />SURVEY CONTROL POINT x
<br />CONCRETE TOWER BASE U
<br />0
<br />TELEPHONE PEDESTAL $ 1
<br />POINT OF BEGINNIN <,
<br />I x
<br />N 89'51'53' E
<br />30.00' S
<br />N 00'01'28' E x M > U3
<br />67.11' 1 ?3,
<br />\ 10 .0?
<br />"BRASS CAP (1) USGS I x
<br />I
<br />X yy
<br />CONCRETE ANCHOR I 3ry1ry
<br />I /
<br />I I x
<br />13I
<br />mrMx
<br />�Ijp k
<br />0
<br />nlX
<br />State of
<br />Colorado x�
<br />I
<br />I I X x x x
<br />I I
<br />I �
<br />I
<br />I
<br />I I
<br />I
<br />I
<br />I I
<br />I ;
<br />I
<br />I
<br />60' IMPROVED RIGHT OF WAY-1
<br />I
<br />I
<br />I iI
<br />I
<br />it
<br />I
<br />I
<br />I
<br />I
<br />I
<br />W 1/4 SECTION I I{
<br />15 -7 -59—
<br />BRASS CAP (2) USGS��
<br />SW SECTION CORNER
<br />15 -7 -59
<br />PERA
<br />ASHBAUGH PIT
<br />LOCATED IN THE
<br />AUG 1 2005 NORTHWEST ONE- QUARTER OF
<br />%Yislm,:;I &Geology SECTION 15 TOWNSHIP 7 NORTH
<br />RANGE 59 WEST OF THE SIXTH
<br />Keith and Shirley Ashbaugh PRINCIPAL MERIDIAN
<br />New3 Ruyner CO 807`4215 COUNTY OF WELD, STATE OF COLORADO
<br />SHEET 1 OF 3
<br />S 6916'23'.
<br />2704.56'
<br />X
<br />VICINITY MAP - N.T.S.
<br />Out Byil
<br />Residential Driveway (GRAVEL) L_
<br />1164'3 TO NEAREST
<br />RESIDENCE
<br />Out r lding
<br />l_1
<br />ilding
<br />Keith and Shirley Ashbaugh
<br />39434 Weld County Rd 115
<br />New Raymer CO 80742
<br />N 89'40'04" E
<br />Jill Breninger
<br />P.O. Box 10402
<br />Dhahran Saudi Arabia 31311
<br />ri
<br />7
<br />18
<br />i
<br />19
<br />30
<br />i
<br />31
<br />LOCATION OF
<br />LINE
<br />l
<br />m M
<br />~ N
<br />M ,
<br />O N
<br />N 1/4 CORNER
<br />15 -7 -59
<br />Delbert Castor X
<br />22199 Huy 39
<br />Weldon Co 80356
<br />N
<br />Keith and Shirley Ashbaugh
<br />39434 Weld County Rd 115
<br />New Rayiner CO 80742
<br />CENTER 1/4 CORNER
<br />15 -7 -59
<br />NE SECTION CORNER
<br />15 -7 -59
<br />0 100 200
<br />Scale: 1" = 200'
<br />James and Josephine Stephenson
<br />Box 355
<br />Brighton CO 80601
<br />LEGEND
<br />X. FENCE LINE
<br />GAS LINE
<br />SECTION CORNERS FOUND, RESET WITH 31" ALUMINUM CAP ON 30" OF #6 REBAR
<br />SET SECTION CORNERS - 31' ALUMINUM CAP LS #23520
<br />POWER POLE
<br />TELEPHONE PEDESTAL
<br />IMPROVED RIGHT OF WAY
<br />UNIMPROVED RIGHT OF WAY
<br />PIT BOUNDARY
<br />TELEPHONE LINE
<br />OVRHFAD ELECTRIC
<br /><° > PIN SET ON #5 REBAR WITH CAP #23520
<br />PERMIT BOUNDARY
<br />LEGAL DESCRIPTION
<br />A PARCEL OF LAND LOCATED IN THE NORTHWEST ONE - QUARTER OF SECTION 15, TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE SIXTH PRINCIPAL
<br />MERIDIAN, COUNTY OF WELD, STATE OF COLORADO AND DESCRIBED AS FOLLOWS;
<br />COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST ONE- QUARTER OF SAID SECTION 15, THENCE S 00'01'28' W ALONG THE WEST
<br />LINE OF THE NORTHWEST ONE - QUARTER OF SAID SECTION 15, A DISTANCE OF 862.36 FEET; THENCE S 89'51'53" A DISTANCE OF 30.0 FEET TO
<br />THE POINT OF BEGINNING;
<br />THENCE S 63'23'51" E A DISTANCE OF 347.80 FEET;
<br />THENCE N 40'44'50" E A DISTANCE OF 315.51 FEET:
<br />THENCE S 39'13'37' E A DISTANCE OF 519.83 FEET;
<br />THENCE S 17'57'13' E A DISTANCE OF 432.41 FEET;
<br />THENCE S 47'48'48" W A DISTANCE OF 333.56 FEET:
<br />THENCE N 46'12'20' W A DISTANCE OF 550.15 FEET;
<br />THENCE N 12'07'37" W A DISTANCE OF 364A1 FEET:
<br />THENCE N 43'32'55' W A DISTANCE OF 19.72 FEET;
<br />THENCE N 63'23'29" W A DISTANCE OF 304,39 FEET TO THE EAST RIGHT -OF -WAY LINE OF SAID ROAD 115;
<br />THENCE N 00'01'28' E ALONG SAID RIGHT -CF -WAY LINE A DISTANCE OF 67.11 FEET;
<br />TO THE POINT OF BEGINNING, CONTAINING 9.19 ACRES, MORE OR LESS, SUBJECT TO EASEMENTS OF RECORD.
<br />NOTES:
<br />1. NOTICE: ACCORDING TO THE COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON DEFECT IN THIS SURVEY WITHIN THREE
<br />YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED
<br />MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON (SECTION 13 -80 -127.3 C.R.S).
<br />2. THE BASIS OF BEARING FOR THE ABOVE DESCRIBED TRACT OF LAND IS THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 15,
<br />TOWNSHIP 7 NORTH, RANGE 59 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO, BEARING S 00'01'28' W BETWEEN THE
<br />MONUMENTS FOUND AND DESCRIBED HEREON.
<br />3. SURVEY MONUMENTS FOUND THAT DID NOT MEET CURRENT STATUTES, WERE RESET IN ACCORDANCE WITH CURRENT STATUTES.
<br />4. THIS SURVEY IS PROVIDED TO DELINEATE THE SPECIAL MINING PERMIT BOUNDARY ONLY AND IS NOT INTENDED AS A LAND TITLE SURVEY OR
<br />DEED BOUNDARY.
<br />5. CERTIFICATION DEFINED: THE USE FO THE WORD "CERTIFY' OR 'CERTIFICATION" BY A REGISTERED PROFESSIONAL LAND SURVEYOR, IN THE
<br />PRACTICE OF LAND SURVEYING, CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OF FINDINGS WHICH ARE
<br />SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
<br />PROJECT DATUM:
<br />COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND)
<br />PROJECT DATUM: NAD 1983 (CONUS)
<br />SECTIION CORNERS
<br />AND USGS POINTS:
<br />SE SECTION CORNER
<br />BRASS CAP 2 USGS
<br />HE SECTION CORNER
<br />SURVEY CONTROL POINT:
<br />N = 1453311.31
<br />N= 1455726.923
<br />N= 1458674.260
<br />N= 1457838.921
<br />E = 3429231.35
<br />E= 3423893.686
<br />E= 3429337.365
<br />E= 324003.931
<br />ELEV= 49E8.22
<br />ELEV= 4972.55
<br />ELEV.= 5050.12
<br />BRASS CAP 1 USGS
<br />N= 1457603.723
<br />SW SECTION CORNER
<br />NW SECTION CORNER
<br />E 1/4 CORNER E= 342:5476.434
<br />N= 1453280.557
<br />N= 1458605.622
<br />15 -7 -59 ELEV.= :5057.57
<br />E= 3423926.451
<br />E= 3423928.701
<br />E=3423 992.09
<br />ELEV.= 5011.56
<br />W 3
<br />Keith and Shirley Ashbaugh , Delbert Castor
<br />M 39434 held County Rd 115 ,on' 22199 Huy 39
<br />New Raymer CO 80742 Weldon. CO 80356
<br />• N � N
<br />S 89'40'04' W
<br />2652.49'
<br />1 S 1/4 CORNER
<br />60' IMPROVED RIGHT OF WAY 15 -7 -59 Delbert Castor
<br />22199 Huy 39
<br />Weldon CO 80356
<br />SE SECTION CONRER
<br />CERTIFICATION
<br />I, LEON W. SIEVERS. A DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE
<br />SURVEY AND THE ATTACHED MAP, SHEET 1 OF 3, WAS PREPARED UNDER MY SUPERVISION, IS BASED UPON MY PROFESSIONAL KNOWLEDGE
<br />AND BELIEF, IS IN ACCORDANCE WITH APPLICABLE STANDARDS OR PRACTICE AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR
<br />IMPLIED.
<br />\ \�G�pp REG /Sl
<br />FOR AND ON BEHALF OF WELD COf� O
<br />U up
<br />IIIIIIII
<br />LEON W. SIEVERS, PLS #23520 DATE
<br />SPECIAL 110 CONSTRUCTION
<br />PERMIT APPLICATION
<br />EXHIBIT A & B
<br />SITE PLAN & VICINITY MAP
<br />A82�IIGli
<br />DATE: ape/r P17 CBBT® BY: L79 BTDM I or 8
<br />Permit of comloentarr: ,,j
<br />Class: i'ra %,., — Type -Seq.:
<br />From: F' F= ,r _L To: — ',r,c-
<br />Doc.Name: t) �,, ,x ,ry o'OAP
<br />Doc. Date (if no date stamp):
<br />Specialist:
<br />
|