|
Parcel Description
<br />(PROVIDED BY FIRST COLORADO TITLE COMPANY, LLC)
<br />PARCEL 1:
<br />LOT 1, BLOCK 6,
<br />THE BUSINESS CENTER AT C.T.C. REPLAT C,
<br />COUNTY OF BOULDER,
<br />STATE OF COLORADO.
<br />PARCEL 2:
<br />LOT 2, BLOCK 6,
<br />THE BUSINESS CENTER AT C.T.C. REPLAT C,
<br />COUNTY OF BOULDER,
<br />STATE OF COLORADO.
<br />Boundary Mapcheck
<br />LOT 1, BLOCK 6
<br />Course: S 89-39-14 W
<br />Arc Length: 219.45
<br />Course: S 00-00-00 W
<br />Course: N 89-39-14 E
<br />Course: N 00-20-46 W
<br />Arc Length: 39.27
<br />Distance: 162.83
<br />Radius: 970.00
<br />Distance: 300.76
<br />Distance: 407.23
<br />Distance: 300.47
<br />Radius: 25.00
<br />Delta: -12-57-45
<br />Delta: -90-00-00
<br />Perimeter: 1430.02
<br />Area: 130306.92 2.99 acres
<br />Mapcheck Closure - (Uses listed courses & COGO Units)
<br />Error of Closure: 0.002 Course: S 23-28-52 W
<br />Precision 1: 942286.52
<br />LOT 2, BLOCK 6
<br />Course: S 00-00-00 W
<br />Course: S 89-47-13 E
<br />Course: N 59-01-00 E
<br />Arc Length: 162.98
<br />Course: N 00-20-46 W
<br />Course: S 89-39-14 W
<br />Distance: 421.23
<br />Distance: 180.00
<br />Distance: 338.47
<br />Radius: 205.00
<br />Distance: 104.15
<br />Distance: 407.23
<br />Delta: 45-33-09
<br />Perimeter: 1614.06
<br />Area: 160905.90 3.69 acres
<br />Mapcheck Closure - (Uses listed courses & COGO Units)
<br />Error of Closure: 0.006 Course: N 80-56-02 E
<br />Precision 1: 267121.49
<br />Legend
<br />• FOUND MONUMENT AS DESCRIBED
<br />* SET #5 REBAR WITH ALUMINUM CAP (LS#16406)
<br />(P) AS PER PLAT
<br />(AM)AS MEASURED AT TIME OF SURVEY
<br />•- DIRECTION OF FLOW
<br />O MANHOLE
<br />WATER LINE
<br />WV
<br />N WATER VALVE
<br />HYDRANT
<br />WEST S. BOULDER RD
<br />cn
<br />0
<br />TAYLOR AVE
<br />SITE ,,--•$‘‘‘'
<br />(/)
<br />W. DILLON RD
<br />VICINITY MAP NTS
<br />60
<br />0
<br />IMPROVEMENT SURVEY PLAT
<br />SANITARY SEWER LINE
<br />STORM DRAINAGE LINE
<br />GAS LINE
<br />ELECTRICAL LINE
<br />ELECTRICAL RISER
<br />LIGHT POLE
<br />SOLAR PANEL
<br />TELEPHONE RISER
<br />RIPRAP
<br />30
<br />GRAPHIC SCALE
<br />60
<br />120
<br />LOTS 1 AND 2, BLOCK 6, THE BUSINESS CENTER AT C. T. C. REPLAT
<br />LOCATED IN THE NORTHWEST QUARTER OF
<br />SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH P. M.
<br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO
<br />SIET 1 OF 1
<br />RIM = 5349.43'
<br />INVERT OUT 18" RCP (E) = 5344.83' -
<br />REM = 5349.45'
<br />INVERT OUT 8" PVC (E) = 5338.
<br />240
<br />1111111111111111111
<br />Clerk & Recorder's Certificate
<br />SUBMITTED TO BOULDER COUNTY LAND USE FOR RECORDING ON THIS DAY OF
<br />, 200_
<br />( IN FEET )
<br />1 inch = 60 ft,
<br />CONTOUR INTERVAL = 1 FOOT
<br />RIM = 534.7,3S"
<br />RIM = 5347.03'
<br />INVERT INS PVC (W) = 5336.35'
<br />INVERT OUT 8" PVC (E) 5336.21'
<br />:& A4/0
<br />"••••!:,..)!.
<br />1 2 4 5
<br />. CP (E.) 5342 ,69' j •"I
<br />......................
<br />INVERT OUT 18 R ...............................................
<br />INVERT IN 18" RCP (W) 5342.89'
<br />,,,,,,,, •--
<br />R 2
<br />:39 ,
<br />FOUND #4, REBAR
<br />WITH '?PC' RIM = 5344.51. C H
<br />INVERT IN 8" PVC (W) = 5333.00'
<br />(LS #28258) NVERT OUT 8" PVC (E) = 5332.78' 3 3 P & A
<br />-;, • e, 2.; „'
<br />,, • ,,
<br />•
<br />• "
<br />FOUND #5
<br />W1..TH 2" ALUMINUM
<br />EASEMENT LANDSCAPE:)/ 41:PN(r.-
<br />RIM = 5344.71'
<br />INVERT IN 18" RCP (W) =
<br />.. • ,‘„--
<br />INVERT OUT (E) = 8339.89'
<br />INVERT IN 18" ROP (N).5339.91'
<br />FOUND #5 REBAR
<br />WITH 2" ALUMINUM
<br />CAP (LS #28258)
<br />LOT 4, BLOCK 2
<br />RIM = 5343.34'
<br />INVERT IN 24" RCP (N) = 5335.24'
<br />INVERT IN 27" RCP (W) = 5335.24'
<br />INVERT OUT 30" RCP (5) = 5335.04'
<br />RIM 5342.28'
<br />INVERT IN 30' RCP (N) 5332.98' :
<br />INVERT OUT 30' RCP (5) 5332 78
<br />„s•
<br />LOT/ BLOCK 6/
<br />ANT LOT
<br />NO BUILDINOt.
<br />+.:4. •
<br />- 10 DRAINAGE St
<br />/ UTILITY EASEMENT (P)
<br />,,,,,, . • ,,,,,, , , ,,,, • ,
<br />TAYLOR AVE
<br />. . . . . , ,,,, ' ,,, . • , . ,,,,,,,
<br />,,,,,,,,
<br />(60' R,O.W
<br />,,,, ,,,,,,,,, . • , "."1:"1- ‘r:77
<br />, S #28258) /
<br />,,,,,,,,,,,,,,,,,,, , - ,,, • ,,, ,
<br />•• •
<br />""•• • ,,,, -- ,,,,,
<br />.....
<br />.,' C.::: .:' ' \ • ". • : " -2 4 .., '... i
<br />'.
<br />4 ••• '''''...".. , >.""'''' .I,':' ,,,,,,, %,--."-I-,--,-
<br />t ,
<br />RIM = 5340.06'
<br />INVERT IN 18" RCP (W) 5335.31"
<br />ftiM R,42.32
<br />18 RCP (E).%. 533K21'
<br />10' DRAINAGE &
<br />UTILITY'EASEMENT (P) /
<br />,
<br />,, - ,,,,,,,,,,,,,,,,,,
<br />• ,,,,,,,,,,,,, • •
<br />•``.
<br />•.•
<br />,,,, (P & AM
<br />LOT 1, BLOCK 5
<br />RIM = 5333.41'
<br />--INVERT IN 18" RCP (W) .j 5327,33'
<br />INVERT OUT 18" RCP (5) = 5327.26'
<br />RIM = 5332.99'
<br />INVERT OUT 8" PVC (S) = 5322.08'
<br />FOUND #4
<br />REBAR WITH YPC
<br />.(LS # 15315)
<br />•-$
<br />$ i 1
<br />,..t
<br />./
<br />'.-* - - - - . ::•'.. f R ,
<br />P.
<br />:::.... P .
<br />RP' .. 5329.W A •: '
<br />„...."-
<br />INVERT IN 15" RCP (N) *.r... 0449
<br />,.
<br />..." (OVERT OI,0 18" RCP (E) 4.,r23.2.5!--,---Nf,
<br />. -
<br />., !''''
<br />„...-- Af'•
<br />LOT 3, BLOCK 2
<br />S
<br />LOT 2,,.2(OCK 6
<br />VACANT LOT
<br />NO.' BUILDINGS/
<br />....,
<br />...''
<br />RIM = .5328.88'
<br />INVER1' IN 5" PVC..(N) = 5318.16'
<br />NOT OUT er PVC (SE) = 5317.86'.:./V.:,..1,':..7. . '';`,,,;•,,,,,\,, "... ,
<br />/ 4
<br />. e •
<br />•,
<br />..„--
<br />...,
<br />:,,,,,,,,,.„..„.;... \\:•,,,„:„.,,
<br />\ .......,..... , , ,••.
<br />„/ •-• \,..,..:,.. • ,,,,:•,---
<br />../ ..,..
<br />...•
<br />......
<br />\\,
<br />YPC
<br />..„(WLItTH;11841/847;
<br />FOUND•45 REBAR'
<br />,,,,,,,,
<br />F,Oci,,ND #5 ,EBAR../
<br />2" ALUMINUM
<br />0AP (LS #28.258)
<br />•
<br />,,,,,
<br />,,,,,, "\
<br />•
<br />RIM 5341.20' v•-••
<br />INVERT IN 30" RCP (N) 5329,59 .
<br />INVERT IN 21" RCP (W) 5330.80'
<br />INVERT OUT 33" RCP (SE) = 549.48' :;°'' •
<br />c
<br />Z
<br />;.2))
<br />LOT 2, BLOCK 2
<br />mp•-•• ."
<br />ET<
<br />a..
<br />(/)
<br />RIM = 5338,99'
<br />INVERT IN 21' RCP (W) --= 5328.77'
<br />INVERT OUT 21" RCP (E) 5328.97'
<br />RIM 5326.80'
<br />INVERT OUT 12" RCP (E) 5323.60'
<br />vEksr mum= 5324;s5cf--
<br />„ „INVOT IN (NW) 5331.50' ,,,,,,, IN NW)
<br />.•
<br />8' ILP (SE> 532438
<br />SEEDETAL-A- ,,,,, ,,,,,
<br />,,,,,, ,,,,,, • ,,,,,,
<br />N89.47113W 180,00' (P & AM)
<br />RIM « 5325.38'
<br />INVERT IN 18" RCP (NW) 5320.38'
<br />INVERT IN 12' RCP (W) 5320.43'
<br />INVERT OUT 18' RCP (E) 5318.38'
<br />40,0C* •0,0 .,„v\
<br />v.,%.."
<br />FOUND #4 REBAR
<br />(BENT)
<br />DETAIL A
<br />LOT 3, BLOCK 6
<br />'•••
<br />LOT 2, BLOCK 5
<br />205. C3
<br />RIM = 5328.96'
<br />INVERT IN 18" RCP (NW) = 5321.10'
<br />INVERT IN 18" RCP (SW) = 5321.11'
<br />\INVERT OUT 18" RCP (SE) = 5320.90'
<br />RIM = 5326.59'
<br />\„. INVERT IN 8" PVC (NW) = 5315.64'
<br />•.„:`,.s.:,„:44VERT OUT 8" PVC (SE) = 5314.64'
<br />N.
<br />Notes
<br />1) FIRST COLORADO TITLE COMPANY, LLC., COMMITMENT NUMBER 89990, DATED MAY 11,
<br />2006 AT 8:00 A.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION REGARDING
<br />RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF THIS SURVEY.
<br />THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE PROPERTY DESCRIBED IN
<br />SAID TITLE COMMITMENT.
<br />2) ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON
<br />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 THE CERTIFICATION SHOWN HEREON.
<br />3) THIS IMPROVEMENT SURVEY PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF CTC
<br />PRAIRIE, LLC. AND FIRST COLORADO TITLE COMPANY, LLC., NAMED IN THE STATEMENT
<br />HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN
<br />EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON.
<br />4) BASIS OF BEARINGS: THE SOUTHEASTERLY LINE OF LOT 2, BLOCK 6, LOCATED IN THE
<br />NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH
<br />PRINCIPAL MERIDIAN BEARS NORTH 59°01'00" EAST PER THE BUSINESS CENTER AT C.T.C.
<br />REPLAT C, AS MONUMENTED AND SHOWN HEREON.
<br />5) THE LOCATIONS FOR UNDERGROUND UTILITIES ARE TAKEN FROM VISIBLE SURFACE
<br />EVIDENCE AND FROM MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANIES AND
<br />MUNICIPALITIES. THIS OFFICE CANNOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY.
<br />UNDERGROUND UTILITY CONNECTIONS FOR WHICH THERE ARE NO PUBLIC RECORDS READILY
<br />AVAILABLE ARE NOT SHOWN. ALL UNDERGROUND UTILITIES SHOULD BE FIELD LOCATED BY THE
<br />APPROPRIATE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION OR EXCAVATION ON OR
<br />ADJACENT TO THE SUBJECT PROPERTY.
<br />6) THE CONTOURS REPRESENTED HEREON WERE INTERPOLATED BY LAND DEVELOPMENT
<br />DESKTOP CIVIL/SURVEY (DIGITAL TERRAIN MODELING) RELEASE 2004 SOFTWARE BETWEEN
<br />ACTUAL MEASURED SPOT ELEVATIONS. DEPENDING ON THE DISTANCE FROM A MEASURED
<br />SPOT ELEVATION, THE CONTOUR SHOWN MAY NOT BE AN EXACT REPRESENTATION OF THE
<br />SITE TOPOGRAPHY. THE PURPOSE OF THIS TOPOGRAPHIC MAP IS FOR SITE EVALUATION AND
<br />TO SHOW SURFACE DRAINAGE FEATURES. ADDITIONAL TOPOGRAPHIC OBSERVATIONS MAY BE
<br />NECESSARY IN SPECIFIC AREAS OF DESIGN. TOPOGRAPHY IS SHOWN AT CLIENT'S REQUEST.
<br />7) ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY
<br />MONUMENT AND/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2)
<br />MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC. 18-4-508.
<br />8) THE SUBJECT PROPERTY IS CURRENTLY LOCATED IN ZONE X, UNSHADED, THE AREA
<br />DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN ACCORDING TO THE
<br />FEMA FLOOD INSURANCE RATE MAP; COMMUNITY -PANEL NO. 08013C0576 H, DATED OCTOBER
<br />4, 2002. FLOOD INFORMATION IS SUBJECT TO CHANGE.
<br />9) DATES OF FIELD WORK: JULY 17, 2006 AND JULY 19, 2006.
<br />10) BENCHMARK INFORMATION: FOUND CITY OF LOUISVILLE BENCHMARK DESIGNATED "LP -22"
<br />BEING A DAMAGED 2 1/2" ROUND ALUMINUM CAP SET IN A 6" DIAMETER HOLE IN ASPHALT
<br />AND ABOUT 6" BELOW SURFACE WITH A KNOWN ELEVATION OF 5301.96' (NAVD 88) LOCATED
<br />AT THE INTERSECTION OF STATE HWY 42 AND SOUTH 104TH STREET, CITY OF LOUISVILLE,
<br />COUNTY OF BOULDER, STATE OF COLORADO. THE MARK IS LOCATED ON THE NORTH SIDE OF
<br />THE INTERSECTION, 41'9" SOUTHEAST FROM THE LARGE CONCRETE POST AT THE CORNER OF
<br />THE LOUISVILLE CEMETERY. IT IS 143'6" NORTHEAST FROM THE FIRE HYDRANT IN THE
<br />SOUTHWEST CORNER OF THE INTERSECTION AND 81'3" NORTHWEST OF ADJACENT POWER
<br />POLE. ALL ELEVATIONS SHOWN HEREON ARE RELATIVE THERETO.
<br />11) THIS SURVEY IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF
<br />SURVEYOR.
<br />12) THE FOLLOWING DOCUMENTS ARE MENTIONED IN TITLE COMMITMENT NO. 89990 AND
<br />APPEAR TO AFFECT THE SUBJECT PROPERTY BUT CANNOT BE SHOWN GRAPHICALLY. THE
<br />FOLLOWING LIST CONTAINS THE TITLE COMMITMENT EXCEPTION NUMBER, DATE RECORDED,
<br />RECEPTION NUMBER AND/OR BOOK AND PAGE.
<br />7. MAR 24, 1981
<br />8. JUL 27, 1998
<br />9. JUN 30, 1999
<br />10. JUL 27, 1998
<br />11. JUL 27, 1998
<br />REC. NO. 439127
<br />REC. NO. 1827893
<br />REC. NO. 1955530
<br />REC. NO. 1827896
<br />REC. NO. 1827898
<br />(ANNEXATION AGREEMENT)
<br />(SUBDIVISION AGREEMENT)
<br />(NW PKWY PUBLIC HW AUTHORITY)
<br />(NOTES SHOWN ON FINAL PLAT)
<br />(NOTES SHOWN ON FINAL PLAT)
<br />Surveyor's Certificate
<br />I, JOHN B. GUYTON, A DULY REGISTERED LAND SURVEYOR, LICENSED IN THE STATE OF
<br />COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO CTC PRAIRIE, LLC.
<br />AND FIRST COLORADO TITLE COMPANY, LLC., THAT A SURVEY OF THE ABOVE DESCRIBED
<br />PREMISES WAS CONDUCTED BY ME OR UNDER MY RESPONSIBLE CHARGE ON JULY 17 AND 19,
<br />2006; THAT SAID SURVEY AND THE ATTACHED PRINT HEREON WERE MADE IN SUBSTANTIAL
<br />ACCORDANCE WITH C.R.S. 38-51-102 (9) "IMPROVEMENT SURVEY PLAT".
<br />ALSO THAT AS -BUILT FIELD MEASUREMENTS AND ELEVATIONS OF THE DETENTION POND AND
<br />RELATED OUTLET STRUCTURE(S) SHOWN HEREON WERE MADE BY ME OR UNDER MY
<br />RESPONSIBLE CHARGE ON JULY 20, 2006; AND THAT SAID MEASUREMENTS AS SHOWN
<br />HEREON ARE TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
<br />BELIEF. I FURTHER STATE THAT THE POND VOLUMES SHOWN HEREON ARE DEPENDENT UPON
<br />THE SOFTWARE USED AND THE METHOD OF CALCULATION USED WITHIN SAID SOFTWARE, AND
<br />VALUES MAY VARY WHEN OTHER SOFTWARE AND/OR METHODS ARE USED FOR ANALYSIS.
<br />JOHN B. GUYTON DATE
<br />COLORADO P.L.S. #16406 FSI JOB NO. 06-51,188
<br />PRESIDENT, FLATIRONS, INC.
<br />IMPROVEMENT SURVEY PLAT
<br />PREPARED FOR
<br />DRAWN BY:
<br />0. WATKINS
<br />DATE:
<br />JULY 26, 2006
<br />FSI JOB NO.
<br />06-51,188
<br />CTC PRAIRIE, LLC
<br />SHEET 1 OF 1
<br />Flatirons, Inc. - Surveying & Engineering
<br />3825 IRIS AVENUE, #100
<br />BOULDER, CO 80301
<br />PH: (303) 443-7001
<br />FAX: (303) 443-9830
<br />WWW. riatalmcorn
<br />655 FOURTH AVENUE
<br />LONGMONT, CO 80501
<br />PH: (303) 776-1733
<br />FAX: (.303) 776-4355
<br />Es(etilMed 19.0.4
<br />COPYRIGHT 2006 FLA TIRONS, INC.
<br />01W 8/17/06
<br />01W 8/02/06
<br />0IW 7/31/06
<br />INT: DATE:
<br />REVISIONS:
<br />CHECKED BY:
<br />WW JIG
<br />07/26/06
<br />REORDER BY PART NUMBER 6552
<br />Egg9 B381AEINVd A8 8308038
<br />REORDER BY PART NUMBER 6552
<br />SAFCO PRODUCTS • NEW HOPE, MINNESOTA
<br />1:1381AWIN ONINWEICI
<br />1:1313LAWIN ONIMVUO
<br />i81/1111N ONINWdO
<br />
|