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HomeMy WebLinkAboutMS-11-05Vicinity Map NOT TO SCALE Legend 0 FOUND ALIQUOT MONUMENT AS DESCRIBED • FOUND MONUMENT AS DESCRIBED OO FOUND #5 REBAR WITH 1 1/2" ALUMINUM CAP "FLATIRONS SURV 16406" (AM) AS MEASURED AT TIME OF SURVEY (R) AS PER RECORD INFORMATION - EDGE OF ASPHALT GRAPHIC SCALE o lo IN FEET ) l inch = 20 It Owner's Certificate I� I, PHYLLIS CLARK BEING THE OWNER OF REAL (- PROPERTY CONTAINING 35,844 SO FT OR 0.82 ACRES DESCRIBED AS FOLLOWS IN PARCEL DESCRIPTION BELOW: (PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY) PARCEL 1 THE NORTH 120 FEET OF THE WEST 310 FEET OF THE SOUTH ONE -HALF OF THE NORTH ONE -HALF OF THE SOUTH TWO THIRDS OF BLOCK 12, LEE'S SUBDIVISION, EXCEPT THE WEST 10 FEET AND THE SOUTH 21.11 FEET THEREOF, COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL 2 ALL BUT THE WEST 10 FEET AND THE EAST 355.23 FEET OF THAT PART OF THE NORTH QUARTER OF THE SOUTH TWO THIRDS OF BLOCK 12, LEES SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO THAT LIES SOUTH OF A LINE 345 FEET SOUTH OF AND PARALLEL WITH THE EAST -WEST CENTERLINE OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST, WHICH IS MARKED BY AN EXISTING FENCE. SAID TRACT IS MORE PARTICULARLY DESCRIBED AS: BEGINNING ON THE WEST LINE OF BLOCK 12, LEES SUBDIVISION 345 FEET SOUTH OF THE EAST -WEST CENTERLINE OF SECTION 20; THENCE SOUTH ALONG SAID WEST LINE, THE CENTERUNE OF TABOR STREET TO THE SOUTH LINE OF THE NORTH QUARTER OF THE SOUTH 2/3 OF BLOCK 12; THENCE EAST ALONG SAID SOUTH LINE OF SAID NORTH QUARTER OF THE SOUTH 2/3 OF BLOCK 12 TO ITS INTERSECTION WITH THE EAST LINE OF SAID BLOCK AND SECTION 20; THENCE NORTH ALONG SAID EAST LINE TO POINT 345 FEET SOUTH OF THE EAST QUARTER CORNER OF SECTION 20; THENCE WEST ALONG THE AFORESAID FENCE TO THE POINT OF BEGINNING. EXCEPT THE WEST 10 FEET OF THE ABOVE THAT LIES IN TABOR STREET, AND ALSO EXCEPT THE EAST 355.23 FEET OF THE ABOVE DESCRIBED TRACT OF LAND, COUNTY OF JEFFERSON, STATE OF COLORADO. MORE PARTICULARLY DESCRIBED AS; (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) A PARCEL OF LAND BEING A PORTION OF BLOCK 12, LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. TABOR 4200 CONSOLIDATION A PART OF BLOCK 12, LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH , RANGE 69 WEST OF 6TH P.M CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET OF EAST QUART ER CORNER SECTION 20 3" DIAMETER BRASS CAP IN A 3" ALUMINUM PIPE "LS 13212" FOUND r 3/4" IRON PIPE DANIEL AND DARC'Y MISKOL REC. e; 92002769 A PORTION OF BLOCK 12 LEE'S SUBDIVISION ZONE;A -1 N89 299 LOT LINE HEREBY REMOVED BY THIS PLAT N89'14'25 LOT 1 BLOCK 1 AREA = 35,844 SO FT OR 0.82 ACRES ZONE: A -1 ROBERT AND PHYLLIS ROCK REC, 0: 91089836 PORTION OF POINT OF BEGINNING BLOCK 12 __E'S SUBDIVISION I EXISTING PARCEL 2 SUBJECT PROPERTY FOUND #5 REBAR YELLOW CAP 'LS 11389' EXCEPTED PORTION (21.11') FOUND #5 REBAR YELLOW CAP 'LS 11389' CONSIDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH 00'24'53" WEST, A DISTANCE OF 2664.50 FEET BETWEEN THE SOUTHEAST CORNER OF SAID SECTION, A FOUND 3 1/4" BRASS CAP IN A RANGE BOX "LS 13212 ", AND THE EAST QUARTER CORNER, A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE "tS 13212", WITH ALL BEARINGS CONTAINED RELATIVE THERETO. COMMENCING AT THE SAID EAST QUARTER CORNER OF SECTION 20; THENCE SOUTH 45'05'34 WEST, A DISTANCE OF 496.89 FEET AND TO A POINT ON THE WESTERLY LINE OF A PARCEL RECORDED AT REC. NO. 86159436. IN THE RECORDS OF JEFFERSON COUNTY; TO THE POINT OF BEGINNING: THENCE ALONG SAID WESTERLY LINE SOUTH 00'10'35" EAST, A DISTANCE OF 119.58 FEET TO A POINT THAT IS NORTH 09'35'37" WEST, A DISTANCE OF 2225.25 FEET OF THE SOUTHEAST CORNER OF SECTION 20. THENCE SOUTH 89'14'25" WEST, A DISTANCE OF 299.77 FEET TO APOINT ON THE EASTERLY RIGHT -OF -WAY LINE OF TABOR STREET; THENCE ALONG SAID EASTERLY RIGHT -OF -WAY LINE, NORTH 00'10'35" WEST, A DISTANCE OF 119.58 FEET; THENCE LEAVING SAID RIGHT -OF -WAY LINE, NORTH 89'14'25" EAST, A DISTANCE OF 299.77 FEET TO THE POINT OF BEGINNING. PHYLLIS CLARK 1674 5TH AVENUE WEST LINN, OR 97068 STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ___ DAY OF , A.D. 20__ BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY 299.77' (R) go City Certification APPROVED THIS _.________ -- DAY OF _- __- ----------- 2011, BY THE CITY OF WHEAT RIDGE. ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR ----------------------- DIRECTOR OF PUBLIC WORKS Clerk and Recorder's Certificate STATE OF COLORADO ) ) SS COJNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT__ - -_ O'CLOCK--.M. ON THE ------ DAY OF__ -----A.D. IN BOOK ------- AT PAGE _ -_- RECEPTION NO._ -___ JEFFERSON COUNTY CLERK AND RECORDER BY: _- --- - ------ DEPUTY CLERK JEFFERSON COUNT, REC, 0: 86159436 A PORTION OF BLOCK 12 JEFFERSON COUNTY ZONE:A - I SOUTHEAST CORNER SECTION 20 3 1/4" BRASS CAP IN A RANGE BOX "LS 13212" (WCP NO.15209) z w m 0 a m = I Notes 1. THIS CONSOLIDATION WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT CONSTITUTE A TITLE SEARCH BY FLATIRONS, INC. TO DETERMINE TITLE OR EASEMENTS OF RECORD. THIS SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS THAT WERE VISIBLE AT THE TIME OF MAKING THIS SURVEY; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND -USE REGULATIONS, AND ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 2. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF NORTH 00'24'53" WEST ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 20, BETWEEN A FOUND 3Y4" BRASS CAP AT THE SOUTHEAST CORNER OF SECTION 20 (WCP NO. 15209) AND A FOUND 3Y4" BRASS CAP BEING THE EAST QUARTER CORNER OF SECTION 20 (WCP NO. 14029). AS SHOWN HEREON. PER CITY OF WHEAT RIDGE CONTROL MONUMENT NETWORK. NAD83 /92 CITY OF WHEAT RIDGE POINT N E ELEV N E ELEV 14209 1707935.13 3104427.76 5409.09 708365.98 105210.89 5386.00 15209 1705271.37 3104447.04 5456.90 705701.55 105230.17 5456.90 4. THE CURRENT CITY DATUM COORDINATE SYSTEM USED IS A GROUND -BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD 83/93 STATE PLANE COORDINATES: PHAC1: NORTHING: 1701758.75, EASTING: 3118217.58, ELEVATION: 5471.62. 5. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND /OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18 -4 -508. WHOEVER WILLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER, QUARTER- SECTION CORNER, OR MEANDER POST, ON ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANCES, OR REMOVES ANY MONUMENT OR BENCHMARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.S.C. § 1858 (2009) 6. THE SOLE PURPOSE OF THIS CONSOLIDATION PLAT IS TO CONSOLIDATE EXISTING PARCELS 1 AND 2 INTO A SINGLE LOT. 7. PER COLORADO REVISED STATUTES SEC. 38 -51 -106 (L), ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. B. DATES OF FIELD WORK: APRIL 19TH, 2011 9, FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X SHADED. AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1' OR WITH DRAINAGE AREAS LESS THAN 1 SO MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY PANEL 085079- 0194 -E. JUNE 17, 2003, FLOOD INFORMATION IS SUBJECT TO CHANGE. 10. THE DEED FOR THE ADJOINER TO THE SOUTH (REC. #93185700) APPEARS TO CONTAIN DEFECTS. 11. DUE TO IRREGULARITIES INHERENT IN BLOCK 12 OF LEES SUBDIVISION, ADJACENT PROPERTY LINES MAY HAVE SHIFTED IN ACCORDANCE 'NTH THE SUBDIVISION GEOMETRY AND CONSTRUCTED IMPROVEMENTS IN ORDER TO ESTABLISH THE BOUNDARY SHOWN HEREON. 12. THERE ARE NO PUBLIC EASEMENTS, UTILITIES OR RIGHT OF WAYS BEING DEDICATED BY THIS PLAT. Boundary Closure Report Course: N00'10'35 "W Length: 119.58' Course: N89'14'25 "E Length: 299.77' Course: S00'1 0'35 "E Length: 119.58' Course: S89'1 4'25 "W Length: 299.77' Error Closure: 0.00 Course: N00'00'00 "E Error North: 0.000 East: 0.000 Precision 1: 838700000.00 Statement of Accuracy THE GEODETIC CONTROL DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL PIPS 0502 COORDINATE SYSTEM,AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.04 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC -STD- 007.2 -1998) Surveyor's Statement I, JOHN R. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS. INC., 00 HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF THE TABOR 4200 CONSOLIDATION WAS MADE BY ME OF UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO S7A T�S, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REP gF8 SURVEY. 500 -- JOHN 13. GUYTON i >° COLORADO P.L.S. #16 U 16 V T,4F FSI JOB NO. 11- 59,146 CHAIRMAN h CEO, rLA '"." t MS -11 -05 REVISED: NOVEMBER 28, 20118 F( REVISED: NOVEMBER 7, 2011 Surveymg.E DATE: OCTOBER 7, 2011 DRAWN BY: K. KELTNER 3825 IRIS AVE, STE 39: FSI JOB NO. 11- 59,146 BOULDER, CO 80301 PH: (30J) 443 -7001 03 ) CHECKED FAX: (303) 443 -9830 TAC /WVl rt]9*11 655 FOURTH AVE LONGMONT. CO 80501 PH: (303) 776 -1733 FAX: (303) 776 -4355 Lauren Mikulak From: Sent: To: Cc: Hi Trina and Lauren, MUNRO Lauren Mikulak Trina Colvin;'Williarn F. Werner' Re: 4200 Tabor - Consolidation Plat Thank you so much for working out the final details so I can sign the plat when I any in Denver. Happy Thanksgiving to you both. MW From: Trina Colvin [mailto Sent: Tuesday, November 22, 20112:55 PM To: Lauren Mikulak Cc: 'Phyllis & Rich Clark'; 'William F. Werner' Subject: RE: 4200 Tabor - Consolidation Plat Thank you, I will change those two items and plot Mylar. Thank you for your quick response. Can I mail you the Mylar as well as the other items still? Trina Colvin Senior Project Manager / Senior Civil Designer 3825 Iris Ave,, Ste 395 Boulder, CO 80301 Office: 303-443-7001 ext, 183 Fax: 303-443-9830 a TABOR 4200 CONSOLIDATION A PART OF BLOCK 12, LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH ,RANGE 69 WEST OF 6TH P.M CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO POINT OF COMMENCEMENT SHEET 1 OF 1 EAST QUARTER CORNER SECTION 20 3" DIAMETER BRASS CAP IN A 3" ALUMINUM PIPE "LS 13212 Vicinity Map NOT TO SCALE Legend FOUND ALIQUOT MONUMENT AS DESCRIBED • FOUND MONUMENT AS DESCRIBED J FOUND #5 REBAR WITH 1 1/2" ALUMINUM CAP "FLATIRONS SURV 16406" (AM) AS MEASURED AT TIME OF SURVEY (R) AS PER RECORD INFORMATION - EDGE OF ASPHALT I GRAPHIC SCALE 30 IN FEET ) m - 20 a. I FOUND r 3/4" IRON PIPE DANIEL AND DARC' MISKOL REC.0:92002769 A. PORTION OF BLOCK 12 LEE'S SUBDIVISION ZONE:A -1 rX ISTING PARCEL 2 UBJECT SUBJECT PROPERTY LOT LINE HEREBY REMOVED BY THIS PLAT LOT 1 BLOCK 1 AREA = 35,844 SO FT OR 0.82 ACRES ZONE: A -1 EXCEPTED PORTION FEET OF THE ABOVE DESCRIBED TRACT OF LAND, COUNTY OF STATE OF COLORADO ) JEFFERSON, STATE OF COLORADO. `- FOUND M5 REBAR OWNER'S CERTIFICATE COUNTY OF JEFFERSON ) MORE PARTICULARLY DESCRIBED AS: YELLOW CAP LS 11389' I, PHYLLIS CLARK, BEING THE OWNER OF REAL THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) DAY OF , A.D. 20___- BY PROPERTY CONTAINING 35,844 SO FT OR 0.82 ACRES WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: SUBOIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE < m I DESCRIBED AS FOLLOWS IN PARCEL DESCRIPTION BELOW: (PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY) CONSIDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH 00'24'53" WEST, A DISTANCE OF 2664.50 FEET BETWEEN THE PARCEL 1 SOUTHEAST CORNER OF SAID SECTION, A FOUND 3 1/4" BRASS THE NORTH 120 FEET OF THE WEST 310 FEET OF THE SOUTH CAP IN A RANGE BOX "LS 13212 ", AND THE EAST QUARTER ONE -HALF OF THE NORTH ONE -HALF OF THE SOUTH TWO THIRDS CORNER, A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE "LS OF BLOCK 12, LEE'S SUBDIVISION, EXCEPT THE WEST 10 FEET AND 13212 ", WITH ALL BEARINGS CONTAINED RELATIVE THERETO. THE SOUTH 21.11 FEET THEREOF, COUNTY OF JEFFERSON, STATE OF COLORADO. COMMENCING AT THE SAID EAST QUARTER CORNER OF SECTION EAST? PARCEL 2 ALL BUT THE WEST 10 FEET AND THE EAST 355.23 FEET OF THAT 20; THENCE SOUTH 45'05'34" WEST, A DISTANCE OF 496.89 FEET AND TO A POINT ON THE WESTERLY LINE OF A PARCEL RECORDED PART OF THE NORTH QUARTER OF THE SOUTH TWO THIRDS OF AT REC. NO. 86159436. IN THE RECORDS OF JEFFERSON COUNTY; BLOCK 12, LEES SUBDIVISION, COUNTY OF JEFFERSON, STATE OF TO THE POINT OF BEGINNING; COLORADO THAT LIES SOUTH OF A LINE 345 FEET SOUTH OF AND THENCE ALONG SAID WESTERLY LINE SOUTH 00'10'35 WEST, A PARALLEL WITH THE EAST -WEST CENTERLINE OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST, WHICH IS MARKED BY AN DISTANCE OF 119.58 FEET TO A POINT THAT IS NOR '37" EXISTING FENCE. SAID TRACT IS MORE PARTICULARLY DESCRIBED WEST, A DISTANCE OF 2225.25 FEET OF THE SOUTHEAST CORNER AS: BEGINNING ON THE WEST LINE OF BLOCK 12, LEES OF SECTION 20. THENCE SOUTH 89'14'25" WEST, A DISTANCE OF SUBDIVISION 345 FEET SOUTH OF THE EAST -WEST CENTERLINE OF 299.77 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY OF SECTION 20; THENCE SOUTH ALONG SAID WEST LINE, THE TABOR STREET; THENCE ALONG THE EASTERLY RIGHT -OF -WAY OF CENTERLINE OF TABOR STREET TO THE SOUTH UNE OF THE NORTH TABOR STREET, NORTH 00'10'35" WEST, A DISTANCE OF 119.58 QUARTER OF THE SOUTH 2/3 OF BLOCK 12; THENCE EAST ALONG FEET; THENCE LEAVING SAID RIGHT -OF -WAY, NORTH 89'14'25" SAID SOUTH LINE OF SAID NORTH QUARTER OF THE SOUTH 2/3 EAST, A DISTANCE OF 299.77 FEET TO THE POINT OF BEGINNING. OF BLOCK 12 TO ITS INTERSECTION WITH THE EAST LINE OF SAID BLOCK AND SECTION 20; THENCE NORTH ALONG SAID EAST LINE ^_ TO A POINT 345 FEET SOUTH OF THE EAST QUARTER CORNER OF PHYLLIS CLARK SECTION 20; THENCE WEST ALONG THE AFORESAID FENCE TO THE 1674 5TH AVENUE POINT OF BEGINNING. EXCEPT THE WEST 10 FEET OF THE ABOVE WEST UNN, OR 97068 THAT LIES IN TABOR STREET, AND ALSO EXCEPT THE EAST 355.23 FEET OF THE ABOVE DESCRIBED TRACT OF LAND, COUNTY OF STATE OF COLORADO ) JEFFERSON, STATE OF COLORADO. ) SS COUNTY OF JEFFERSON ) MORE PARTICULARLY DESCRIBED AS: IN A RANGE BOX THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) DAY OF , A.D. 20___- BY A PARCEL OF LAND BEING A PORTION OF BLOCK 12, LEE'S WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: SUBOIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE < m I SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. NOTARY PUBLIC 299.77' (R) match the FOUND p5 REBAR YELLOW CAP 'LS 11389' ROBERT AND PH:'LLIS ROCK REC. q: 91089836 A PORTION OF POINT OF BEGINNING BLOCK 12. LEE'S SUBDWV SICVI ZDNL:< / DONALD AND 9AR3ARa MARKOW -REC. i 93185700 CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBLIC WORK5 CLERK AND RECORDER'S CERTIFICATE STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT____ O'CLOCK___ M. ON THE ____ DAY OF______, ------ A.D. IN BOOK ___ - -- AT PAGE __ RECEPTION NO.___-. JEFFERSON COUNTY CLERK AND RECORDER BY: _ ----- -_- __- DEPUTY CLERK I JEFFERSON'{ COUNTY SOUTHEAST CORNER REC. v: 86159436 SECTION 20 • 3 1/4" BRASS CAP CITY CERTIFICATION IN A RANGE BOX "LS 13212" APPROVED THIS __ DAY OF (WCP NO.15209) BLOCK 12 __. FERSON COUNT" 2011, BY THE CITY OF WHEAT RIDGE. ATTEST < m I DONALD AND 9AR3ARa MARKOW -REC. i 93185700 CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBLIC WORK5 CLERK AND RECORDER'S CERTIFICATE STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT____ O'CLOCK___ M. ON THE ____ DAY OF______, ------ A.D. IN BOOK ___ - -- AT PAGE __ RECEPTION NO.___-. JEFFERSON COUNTY CLERK AND RECORDER BY: _ ----- -_- __- DEPUTY CLERK I JEFFERSON'{ COUNTY REC. v: 86159436 �I z z a w m A PORTION OF p BLOCK 12 __. FERSON COUNT" N UJ ZONE:A -I < m I STATEMENT OF ACCURACY THE GEODETIC CONTROL DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL RIPS 0502 COORDINATE SYSTEM,AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.04 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL. AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC -STD- 007.2 -1998) Surveyors Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC.. DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF THE TA80R 4200 CONSOLIDATION. WAS MADE BY ME OF UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRF r10 6 "' Off u -1 RVEY. JOHN B. GUYTON a COLORADO P.LS. g16 `" 51 JOB N0. 11- 59,146 CHAIRMAN & CEO, FLA CASE HIS TORY SHEET 1 OF 1 MS -11 -05 Flatirons, Inc. REVISEMNOVEMSER 28, 2011 r Surveying, Engineering& REVISED: NOVEMBER 7, 2011 DATE: OCTOBER 7, 2011 S A- STE 393. 655 FOURTH AVE DRAWN BY: K. KELTNER ER, CO 60301 LONGMONT, CO 80501 FSI JOB N0. 11- 59,146 43-7001 PH: (303) 776 - 1733 03) 443 -9630 FAX' (303) 776 -4355 NOTES 1. THIS CONSOLIDATION WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT CONSTITUTE A TITLE SEARCH BY FLATIRONS; INC. TO DETERMINE TITLE OR EASEMENTS OF RECORD. THIS SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS THAT WERE VISIBLE AT THE TIME OF MAKING THIS SURVEY; BUILDING SETBACK LINES: RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND -USE REGULATIONS, AND ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 2. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF NORTH 00'24'53" WEST ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 20, BETWEEN A FOUND 3Y." BRASS CAP AT THE SOUTHEAST CORNER OF SECTION 20 (WCP NO. 15209) AND A FOUND 3Y4" BRASS CAP BEING THE EAST CORNER QUARTER OF SECTION 20 (WCP NO. 14029). AS SHOWN HEREON. PER CITY OF WHEAT RIDGE CONTROL MONUMENT NETWORK. NDA83 /92 CITY OF WHEAT RIDGE POINT N E ELEV N E ELEV 14209 1707935.13 3104427.76 5409.09 708365.98 105210.89 5386.00 15209 1705271.37 3104447,04 5456.90 705701.55 105230.17 5456.90 4. THE CURRENT CITY DATUM COORDINATE SYSTEM USED IS A GROUND -BASED MODIFIED FORM OF THE NA083/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT ){1) HAVING THE FOLLOWING NAD 83/93 STATE PLANE COORDINATES: PHAC1: NORTHING: 1701758.75; EASTING: 3118217.58, ELEVATION: 5471.62. 5. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND /OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18 -4 -508. WHOEVER WILLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER, QUARTER- SECTION CORNER, OR MEANDER POST, ON ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES, OR REMOVES ANY MONUMENT OR BENCHMARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.S.C. § 1858 (2009) 6. THE SOLE PURPOSE OF THIS CONSOLIDATION PLAT IS TO CONSOLIDATE EXISTING PARCELS 1 AND 2 INTO A SINGLE LOT, 7. PER COLORADO REVISED STATUTES SEC. 38 -51 -106 (L), ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 8. DATES OF FIELD WORK: APRIL 19TH, 2011 9. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X SHADED, AREAS OF .2% ANNUAL CHANCE FLOOD: AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1' OR 'NTH DRAINAGE AREAS LESS THAN 1 SO MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY PANEL 085079- 0194 -E. JUNE 17, 2003. FLOOD INFORMATION IS SUBJECT TO CHANGE. 10. THE DEED FOR THE ADJOINER TO THE SOUTH (REC. #93185700) APPEARS TO CONTAIN DEFECTS. 11. DUE TO IRREGULARITIES INHERENT IN BLOCK 12 OF LEES SUBDIVISION, ADJACENT PROPERTY LINES MAY HAVE SHIFTED IN ACCORDANCE WITH THE SUBDIVISION GEOMETRY AND CONSTRUCTED IMPROVEMENTS IN ORDER TO ESTABLISH THE BOUNDARY SHOWN HEREON. 12. THERE ARE NO PUBLIC EASEMENTS, UTILITIES OR RIGHT OF WAYS BEING DEDICATED BY THIS PLAT. Boundary Closure Report Course: N00'10'35'W length: 119.58' Course: N89'14'25 'E Length: 299.77' Course: S00'10'35 "E Length: 119.58' Course: 589'14'25 "W Length: 299.77' Error Closure: 0.00 Course: NOO'00'00 "E r. Error North: 0.000 East: 0.000 Precision 1: 838700000.00 City of City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. November 22, 2011 Mr, John B. Guyton, P.L.S. Flatirons, Inc. 3825 Iris Ave., Ste. 395 Boulder, Colorado 80301 303.443.7001 Re: Second Review Comments of the Final Plat for the 4200 Tabor Consolidation. Dear Mr. Guyton, I have completed the second review of the above referenced plat received on November 8, 2011, for the proposed lot consolidation for the property located at 4200 Tabor Street, and I have the following comments: 1. It appears one call towards the end of the Legal Description is included twice (refer to attached redlined plat). Please remove the extraneous text prior to Mylarf,, 2. Please correct the overlapping text in the JeffCo Clerk & Recorder's certification. 1 All other previous comments have been addressed; upon completion of the above- mentioned revisions the plat will be approved for Mylar* by Public Works, Please submit with the Mylar* 2 electronic files of the revised Plat; one in PDF and one in AutoCAD 2007 DWG format on CD/DVD-ROM. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. CC: Steve Nguyen, Engineering Manager Lauren Mikulak-, Planner I File ivww.cLwheatridge.co.us TABOR 4200 CONSOLIDATION A PART OF BLOCK 12, LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH ,RANGE 69 WEST OF 6TH P.M CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 O F 1 POINT OF COMMENCEMENT EAST QUARTER CORNER SECTION 20 3" DIAMETER BRASS CAP IN A 3" ALUMINUM PIPE "LS 13212" (WCP NO.14029) Vicinity Map NOT TO SCALE Legend FOUND ALIQUOT MONUMENT AS DESCRIBED • FOUND MONUMENT AS DESCRIBED ® FOUND #5 REBAR WITH 1 1/2" ALUMINUM CAP "FLATIRONS SURV 16406" (AM) AS MEASURED AT TIME OF SURVEY AS PER RECORD INFORMATION -. EDGE OF ASPHALT GRAPHIC SCALE lo ( Q7 FM) I inch - 20 IL �i I If FOUND r 3/4" IRON PIPE XISTING PARCEL 2 SUBJECT PROPERTY DANIEL AND DARCY MISKOL REC.,-:92002769 A PORTION OF BLOCK 12 LEE'S SUBDIVISION ZONE:A -1 S89 25 W 299.77 LOT LINE HEREBY REMOVED BY THIS PLAT N89"74'25 "E 299.77' (R) LOT 1 BLOCK 1 AREA = 35,844 SO FT OR 0.82 ACRES ZONE: A -1 PORTION OF 9L. OCK i2 EXCEPTED PORTION LEE'S SUBDIVISION BLOCK AND SECTION 20; THENCE NORTH ALONG SAID EAST LINE TO A POINT 345 FEET SOUTH OF THE EAST QUARTER CORNER OF PHYLLIS CLARK SECTION 20; THENCE WEST ALONG THE AFORESAID FENCE TO THE 1674 5TH AVENUE POINT OF BEGINNING. EXCEPT THE WEST 10 FEET OF THE ABOVE WEST LINN, OR 97068 THAT LIES IN TABOR STREET, AND ALSO EXCEPT THE EAST 355.23 FEET OF THE ABOVE DESCRIBED TRACT OF LAND, COUNTY OF STATE OF COLORADO ) JEFFERSON, STATE OF COLORADO. ) SS MORE PARTICULARLY DESCRIBED AS: COUNTY OF JEFFERSON ) (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) A PARCEL OF LAND BEING A PORTION OF BLOCK 12. LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE,. COUNTY OF JEFFERSON, STATE OF COLORADO. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF __ -, A.D. 20__ BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC FOUND #5 REBAR OWNER'S CERTIFICATE YELLOW CAP LS 11389' I, PHYLLIS CLARK, BEING THE OWNER OF REAL I PROPERTY CONTAINING 35,844 SO FT OR 0.82 ACRES z DESCRIBED AS FOLLOWS IN PARCEL DESCRIPTION a w m BELOW: (PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY) CONSIDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH BLOCK ,2 00'24'53" WEST, A DISTANCE OF 2664.50 FEET BETWEEN THE PARCEL 1 SOUTHEAST CORNER OF SAID SECTION, A FOUND 3 1/4" BRASS THE NORTH 120 FEET OF THE WEST 310 FEET OF THE SOUTH CAP IN A RANGE BOX "LS 13212 ". AND THE EAST QUARTER ONE -HALF OF THE NORTH ONE -HALF OF THE SOUTH TWO THIRDS CORNER, A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE "LS OF BLOCK 12. LEE'S SUBDIVISION, EXCEPT THE WEST 10 FEET AND 13212 ", WITH ALL BEARINGS CONTAINED RELATIVE THERETO. THE SOUTH 21.11 FEET THEREOF, COUNTY OF JEFFERSON, STATE DUPLICATE CALLS OF COLORADO. COMMENCING AT THE SAID EAST QUARTER CORNER OF SECTION 20; THENCE SOUTH 45'05'34" WEST, A DISTANCE OF 496.89 FEET PARCEL 2 AND TO A POINT ON THE WESTERLY LINE OF A PARCEL RECORDED ALL BUT THE WEST 10 FEET AND THE EAST 355.23 FEET OF THAT AT REC. N0. 86159436. IN THE RECORDS OF JEFFERSON COUNTY; PART OF THE NORTH QUARTER OF THE SOUTH TWO THIRDS OF TO THE POINT OF BEGINNI NG; BLOCK 12. LEES SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO THAT LIES SOUTH OF A LINE 345 FEET SOUTH OF AND THENCE ALONG SAID WESTERLY LINE SOUTH 00'10'35" A PARALLEL WITH THE EAST -WEST CENTERLINE OF SECTION 20, DISTANCE OF 119.58 FEET; THENCE ALONG SAID WESTERL LINE TOWNSHIP 3 SOUTH, RANGE 69 WEST, WHICH IS MARKED BY AN SOUTH 0070'35" WEST, A DISTANCE OF 119.58 FEET TO A POINT EXISTING FENCE. SAID TRACT IS MORE PARTICULARLY DESCRIBED AS: BEGINNING ON THE WEST LINE OF BLOCK 12, LEES THAT IS NORTH 09'35'37" WEST, A DISTANCE OF 2225.25 FEET OF SUBDIVISION 345 FEET SOUTH OF THE EAST -WEST CENTERLINE OF THE SOUTHEAST CORNER OF SECTION 20. THENCE SOUTH SECTION 20; THENCE SOUTH ALONG SAID WEST LINE, THE 89'14'25" WEST, A DISTANCE OF 299.77 FEET TO A POINT ON THE CENTERLINE OF TABOR STREET TO THE SOUTH LINE OF THE NORTH EASTERLY RIGHT -OF -WAY OF TABOR STREET; THENCE ALONG THE QUARTER OF THE SOUTH 2/3 OF BLOCK 12; THENCE EAST ALONG EASTERLY RIGHT -OF -WAY OF TABOR STREET, NORTH 00'10'35" SAID SOUTH LINE OF SAID NORTH QUARTER OF THE SOUTH 2/3 WEST, A DISTANCE OF 119.58 FEET; THENCE LEAVING SAID OF BLOCK 12 TO ITS INTERSECTION WITH THE EAST LINE OF SAID RIGHT -OF -WAY, NORTH 89'14'25" EAST, A DISTANCE OF 299.77 FEET TO THE POINT OF BEGINNING BLOCK AND SECTION 20; THENCE NORTH ALONG SAID EAST LINE TO A POINT 345 FEET SOUTH OF THE EAST QUARTER CORNER OF PHYLLIS CLARK SECTION 20; THENCE WEST ALONG THE AFORESAID FENCE TO THE 1674 5TH AVENUE POINT OF BEGINNING. EXCEPT THE WEST 10 FEET OF THE ABOVE WEST LINN, OR 97068 THAT LIES IN TABOR STREET, AND ALSO EXCEPT THE EAST 355.23 FEET OF THE ABOVE DESCRIBED TRACT OF LAND, COUNTY OF STATE OF COLORADO ) JEFFERSON, STATE OF COLORADO. ) SS MORE PARTICULARLY DESCRIBED AS: COUNTY OF JEFFERSON ) (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) A PARCEL OF LAND BEING A PORTION OF BLOCK 12. LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE,. COUNTY OF JEFFERSON, STATE OF COLORADO. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF __ -, A.D. 20__ BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC I r FERSON COUNTY ROBERT AND PHYLLIS ROCK <EC. ; a: 86159436 REC. #: 91089836 A PORTION OF POINT OF BEGINNING BLOCK 12 z LEE'S SUBDIVISION a w m ZONE:A -1 p I r FERSON COUNTY <EC. ; a: 86159436 Precision 1: 838700000.00 z z 3 1/4" BRASS CAP IN A RANGE BOX LS 13272" a w m ?ORTION OF p BLOCK ,2 Nr J = RSON COUNTY CONTROL SUBCOMMITTEE (FGDC -STD- 007.2 -1998) ZONE:A I c m I FOUND #5 REBAR YELLOW CAP 'LS 11389' DONALD AND BARB; RA MARKOW -REC. f: 93185700 NOTES 1. THIS CONSOLIDATION WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT CONSTITUTE A TITLE SEARCH BY FLATIRONS, INC. TO DETERMINE TITLE OR EASEMENTS OF RECORD. THIS SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING MMICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS THAT WERE VISIBLE AT THE TIME OF MAKING THIS SURVEY; BUILDING SETBACK LINES: RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND -USE REGULATIONS, AND ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 2. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF NORTH 00'24'53" WEST ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 20, BETWEEN A FOUND 3Y4" BRASS CAP AT THE SOUTHEAST CORNER OF SECTION 20 (WCP NO. 15209) AND A FOUND 3Y." BRASS CAP BEING THE EAST CORNER QUARTER OF SECTION 20 (WCP NO. 14029). AS SHOWN HEREON. PER CITY OF WHEAT RIDGE CONTROL MONUMENT NETWORK. NDA83 /92 CITY OF WHEAT RIDGE POINT N E ELEV N E ELEV 14209 1707935.13 3104427.76 5409.09 708365.98 105210.89 5366.00 15209 1705271.37 3104447.04 5456.90 705701.55 105230.17 5456.90 4. THE CURRENT CITY DATUM COORDINATE SYSTEM USED IS A GROUND -BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD 83/93 STATE PLANE COORDINATES: PHAC1: NORTHING: 1701758.75, EABTING: 3118217.58, ELEVATION; 5471.62. 5. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND /OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18 -4 -508. WHOEVER WILLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER, QUARTER - SECTION CORNER, OR MEANDER POST, ON ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES, OR REMOVES ANY MONUMENT OR BENCHMARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.S.C. $ 1858 (2009) 6. THE SOLE PURPOSE OF THIS CONSOLIDATION PLAT IS TO CONSOLIDATE EXISTING PARCELS 1 AND 2 INTO A SINGLE LOT. 7. PER COLORADO REVISED STATUTES SEC. 38 -51 -106 (L), ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. S. DATES OF FIELD WORK: APRIL 19TH, 2011 9. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X SHADED, AREAS OF .2R ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1' OR WITH DRAINAGE AREAS LESS THAN 1 SO MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY PANEL 085079-0194-E. JUNE 17, 2003. FLOOD INFORMATION IS SUBJECT TO CHANGE. 10. THE DEED FOR THE ADJOINER TO THE SOUTH (REC. #93185700) APPEARS TO CONTAIN DEFECTS. 11. DUE TO IRREGULARITIES INHERENT IN BLOCK 12 OF LEES SUBDIVISION, ADJACENT PROPERTY LINES MAY HAVE SHIFTED IN ACCORDANCE WITH THE SUBDIVISION GEOMETRY AND CONSTRUCTED IMPROVEMENTS IN ORDER TO ESTABLISH THE BOUNDARY SHOWN HEREON. 12. THERE ARE NO PUBLIC EASEMENTS, UTILITIES OR RIGHT OF WAYS BEING DEDICATED BY THIS PLAT. Boundary Closure Report Course: N00'10'35 "W Length: 119.58' Course: N89'1 4'25 "E Length: 299.77' Course: SOO'10'35 "E Length: 119.58' Course: S89'74'25 "W Length: 299.77' Error Closure: 0.00 Course: N00'00'00 "E Error North: 0.000 Ecst: 0.000 CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBLIC WORKS CLERK AND RECORDER'S CERTIFICATE REMOVE OR RELOCATE STATE OF COLORADO ) SS COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUI6MIW I I C1 GOLDEN, COLORADO, AT O'CLOCK__M. ON THE DAY OF IN BOOK AT PAGE __ RECEPTION NO.__. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK Surveyor's Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF THE TABOR 4200 CONSOUDATON. WAS MADE BY ME OF UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY. DRAFT JOHN B. GUYTON COLORADO P.L.S. #16406 FSI JOB NO. 11- 59,146 CHAIRMAN k CEO, FLATIRONS, INC. REASED:NOVEMBER 7, 2011 DATE:OCTOBER 7, 2011 DRAWN BY: K. KELTNER FSI JOB NO. 11- 59,146 Precision 1: 838700000.00 SOUTHEAST CORNER SECTION 20 CITY CERTIFICATION 3 1/4" BRASS CAP IN A RANGE BOX LS 13272" STATEMENT OF ACCURACY THE GEODETIC CONTROL DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN APPROVED THIS DAY OF (WCP NO.15209) 2071, BY THE CITY OF WHEAT RIDGE. STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM,AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.04 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC ATTEST CONTROL SUBCOMMITTEE (FGDC -STD- 007.2 -1998) CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBLIC WORKS CLERK AND RECORDER'S CERTIFICATE REMOVE OR RELOCATE STATE OF COLORADO ) SS COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUI6MIW I I C1 GOLDEN, COLORADO, AT O'CLOCK__M. ON THE DAY OF IN BOOK AT PAGE __ RECEPTION NO.__. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK Surveyor's Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF THE TABOR 4200 CONSOUDATON. WAS MADE BY ME OF UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY. DRAFT JOHN B. GUYTON COLORADO P.L.S. #16406 FSI JOB NO. 11- 59,146 CHAIRMAN k CEO, FLATIRONS, INC. REASED:NOVEMBER 7, 2011 DATE:OCTOBER 7, 2011 DRAWN BY: K. KELTNER FSI JOB NO. 11- 59,146 • wl & � A PART OF BLOCK 12, LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH , RANGE 69 WEST OF 6TH P.M CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO POINT OF COMMENCEMENT-, SHEET 1 OF EAST QUARTER CORNER SECTION 20 3" DIAMETER BRASS CAP IN A 3" ALUMINUM PIPE IS 13212 - (WCP NO.14029) Vicinity Map NOT TO SCALE Legend FOUND ALIQUOT MONUMENT AS DESCRIBED • FOUND MONUMENT AS DESCRIBED OO FOUND #5 REBAR WITH 1 1/2" ALUMINUM CAP "FLATIRONS SURV 16406" (AM) AS MEASURED AT TIME OF SURVEY (R) AS PER RECORD INFORMATION EDGE OF ASPHALT la I� .3 .. ; � ;: ! i::.: ti Iii..S t..t:'.::': LOT LINE HEREBY REMOVED BY THIS PLAT POINT OF BEGINNING CK 1 2 N89'14'25 "E 299.77' (R) OWNER'S CERTIFICATE FOUND #5 REBAR YELLOW CAP IS 11389' I, PHYLLIS CLARK, BEING THE OWNER OF REAL PROPERTY CONTAINING 35,844 SQ FT OR 0.82 ACRES DESCRIBED AS FOLLOWS IN PARCEL DESCRIPTION BELOW: (PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY) CONSIDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH 00'24'53" WEST, A DISTANCE OF 2664.50 FEET BETWEEN THE PARCEL 1 SOUTHEAST CORNER OF SAID SECTION, A FOUND 3 1/4" BRASS THE NORTH 120 FEET OF THE WEST 310 FEET OF THE SOUTH CAP IN A RANGE BOX IS 13212 ", AND THE EAST QUARTER ONE -HALF OF THE NORTH ONE -HALF OF THE SOUTH TWO THIRDS CORNER, A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE "LS OF BLOCK 12, LEE'S SUBDIVISION, EXCEPT THE WEST 10 FEET AND THE SOUTH 21.11 FEET THEREOF, COUNTY OF JEFFERSON, STATE 13212 ", WITH ALL BEARINGS CONTAINED RELATIVE THERETO. OF COLORADO. COMMENCING AT THE SAID EAST QUARTER CORNER OF SECTION PARCEL 2 20; THENCE SOUTH 45'05'34" WEST, A DISTANCE OF 496.89 FEET ALL BUT THE WEST 10 FEET AND THE EAST 355.23 FEET OF THAT AND TO A POINT ON THE WESTERLY LINE OF A PARCEL RECORDED PART OF THE NORTH QUARTER OF THE SOUTH TWO THIRDS OF AT REC. NO. 86159436. IN THE RECORDS OF JEFFERSON COUNTY; BLOCK 12, LEES SUBDIVISION, COUNTY OF JEFFERSON, STATE OF TO THE POINT OF BEGINNING; COLORADO THAT LIES SOUTH OF A LINE 345 FEET SOUTH OF AND PARALLEL WITH THE EAST -WEST CENTERLINE OF SECTION 20, THENCE ALONG SAID WESTERLY LINE SOUTH 00'10'35" EAST, A TOWNSHIP 3 SOUTH, RANGE 69 WEST, WHICH IS MARKED BY AN DISTANCE OF 119.58 FEET; THENCE ALONG SAID WESTERLY LINE EXISTING FENCE. SAID TRACT IS MORE PARTICULARLY DESCRIBED SOUTH 00'10'35" WEST, A DISTANCE OF 119.58 FEET TO A POINT AS: BEGINNING ON THE WEST LINE OF BLOCK 12, LEES THAT IS NORTH 09'35'37" WEST, A DISTANCE OF 2225.25 FEET OF SUBDIVISION 345 FEET SOUTH OF THE EAST-WEST CENTERLINE OF THE SOUTHEAST CORNER OF SECTION 20. THENCE SOUTH SECTION 20; THENCE SOUTH ALONG SAID WEST LINE, THE 89'14'25" WEST, A DISTANCE OF 299.77 FEET TO A POINT ON THE CENTERLINE OF TABOR STREET TO THE SOUTH LINE OF THE NORTH EASTERLY RIGHT- OF- WAY OF TABOR STREET; THENCE ALONG THE QUARTER OF THE SOUTH 2/3 OF BLOCK 12; THENCE EAST ALONG EASTERLY RIGHT -OF- WAY OF TABOR STREET, NORTH 00'10'35" SAID SOUTH LINE OF SAID NORTH QUARTER OF THE SOUTH 2/3 WEST, A DISTANCE OF 119.58 FEET; THENCE LEAVING SAID OF BLOCK 12 TO ITS INTERSECTION WITH THE EAST LINE OF SAID RIGHT -OF -WAY, NORTH 89'14'25" EAST, A DISTANCE OF 299.77 BLOCK AND SECTION 20; THENCE NORTH ALONG SAID EAST LINE FEET TO THE POINT OF BEGINNING. TO A POINT 345 FEET SOUTH OF THE EAST QUARTER CORNER OF SECTION 20; THENCE WEST ALONG THE AFORESAID FENCE TO THE POINT OF BEGINNING. EXCEPT THE WEST 10 FEET OF THE ABOVE THAT LIES IN TABOR STREET, AND ALSO EXCEPT THE EAST 355.23 FEET OF THE ABOVE DESCRIBED TRACT OF LAND, COUNTY OF JEFFERSON, STATE OF COLORADO. MORE PARTICULARLY DESCRIBED AS: (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) A PARCEL OF LAND BEING A PORTION OF BLOCK 12, LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. FOUND 3/4" IRON PIPE EXISTING PARCEL 2 SUBJECT PROPERTY EX CEPTED PORTION C. - t ::(:. -": 86:59436 LOT 1 BLOCK 1 AREA = 35,844 SQ FT OR 0.82 ACRES ZONE: A-1 FOUND #5 REBAR _\ YELLOW CAP IS 11389' Pe _......_ a .5Ji3U : Vi.,.,: , L,.. .... . . . . PHYLLIS CLARK 1674 5TH AVENUE WEST LINN, OR 97068 STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS -------- DAY OF --- - - - - -, A.D. 20 - - -- BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES NOTARY PUBLIC Ki,j'i j1 1938 CITY CERTIFICATION APPROVED THIS ATTEST CITY CLERK SOUTHEAST CORNER SECTION 20 3 1/4" BRASS CAP IN A RANGE BOX IS 13212" _- DAY OF (WCP NO.15209) 2011, BY THE CITY OF WHEAT RIDGE. MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBLIC WORKS CLERK AND RECORDER'S CERTIFICATE STATE OF COLORADO ) SS COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUSTIiES4T1 OF 1 GOLDEN, COLORADO, AT ------ O'CLOCK___.M. ON THE ------ DAY OF- - - - - -, ---- - -A.D. IN BOOK ------- AT PAGE ------ RECEPTION NO -------- JEFFERSON COUNTY CLERK AND RECORDER BY: -------------------------- DEPUTY CLERK I N 0I c� z It E a m W N M 3 L� 2 O M U) al U5 o M o z I CASE HISTORY MS -11 -05 NOTES 1. THIS CONSOLIDATION WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT CONSTITUTE A TITLE SEARCH BY FLATIRONS, INC. TO DETERMINE TITLE OR EASEMENTS OF RECORD. THIS SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS THAT WERE VISIBLE AT THE TIME OF MAKING THIS SURVEY; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND -USE REGULATIONS, AND ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 2. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF NORTH 00 °24'53" WEST ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 20, BETWEEN A FOUND 3Ya" BRASS CAP AT THE SOUTHEAST CORNER OF SECTION 20 (WCP NO. 15209) AND A FOUND 3)/4° BRASS CAP BEING THE EAST CORNER QUARTER OF SECTION 20 (WCP NO. 14029). AS SHOWN HEREON. PER CITY OF WHEAT RIDGE CONTROL MONUMENT NETWORK. NDA83 /92 CITY OF WHEAT RIDGE POINT N E ELEV N E ELEV 14209 1707935.13 3104427.76 5409.09 708365.98 105210.89 5386.00 15209 1705271.37 3104447.04 5456.90 705701.55 105230.17 5456.90 4. THE CURRENT CITY DATUM COORDINATE SYSTEM USED IS A GROUND -BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD 83/93 STATE PLANE COORDINATES: PHAC1: NORTHING: 1701758.75, EASTING: 3118217.58, ELEVATION: 5471.62. 5. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND /OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18 -4 -508. WHOEVER WILLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER, QUARTER - SECTION CORNER, OR MEANDER POST, ON ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES, OR REMOVES ANY MONUMENT OR BENCHMARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.S.C. § 1858 (2009) 6. THE SOLE PURPOSE OF THIS CONSOLIDATION PLAT IS TO CONSOLIDATE EXISTING PARCELS 1 AND 2 INTO A SINGLE LOT. 7. PER COLORADO REVISED STATUTES SEC. 38 -51 -106 (L), ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 8. DATES OF FIELD WORK: APRIL 19TH, 2011 9. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X SHADED, AREAS OF .2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1' OR WITH DRAINAGE AREAS LESS THAN 1 SQ MILE; AND AREAS PROTECTED BY LEVEES FROM''1.% ANNUAL CHANCE FLOOD. ACCORDING TO THE F'EMA FLOOD INSURANCE RATE' MAP; COMMUNITY PANEL 085079 - 0194 -E. JUNE 17, 2003. FLOOD INFORMATION IS SUBJECT TO CHANGE. 10. THE DEED FOR THE ADJOINER TO THE SOUTH (REC. #93185700) APPEARS TO CONTAIN DEFECTS. 11. DUE TO IRREGULARITIES INHERENT IN BLOCK 12 OF LEES SUBDIVISION, ADJACENT PROPERTY LINES MAY HAVE SHIFTED IN ACCORDANCE WITH THE SUBDIVISION GEOMETRY AND CONSTRUCTED IMPROVEMENTS IN ORDER TO ESTABLISH THE BOUNDARY SHOWN HEREON. 12. THERE ARE NO PUBLIC EASEMENTS, UTILITIES OR RIGHT OF WAYS BEING DEDICATED BY THIS PLAT. Boundary Closure Report Course: N00'10'35 "W Length: 119.58' Course: N89'14'25 "E Length: 299.77' Course: S00'10'35 "E Length: 119.58' Course: S89'14'25 "W Length: 299.77' Error Closure: 0.00 Course: NOO'00'00 "E Error North: 0.000 East: 0.000 Precision 1: 838700000.00 STATEMENT OF ACCURACY THE GEODETIC CONTROL DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM,AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.04 U.S. SURVEY FEET AT THE 957 CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC- STD - 007.2 -1998) Surveyor's Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF THE TABOR 4200 CONSOLIDATION. WAS MADE BY ME OF UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY. JOHN B. GUYTON COLORADO P.L.S. #16406 CHAIRMAN & CEO, FLATIRONS, INC. FSI JOB NO. 11- 59,146 � t C - R In.�j1 D SHEET 1 OF 1 REVISED: NOVEMBER 7, 2011 Surveying, Engineering & Geomatics DATE: OCTOBER 7 , NER 2011 3825 IRIS AVE, STE 395 655 FOURTH AVE INT. DATE: DRAWN BY: K. KELT BOULDER, CO 80301 LONGMONT, CO 80501 FSI JOB N0. KE LT146 PH: (303) 443 -7001 PH: (303) 776 -1733 REVISIONS: FAX: (303) 443 -9830 FAX: (303) 776 -4355 CHECKED 81 www. Fla(irarshracom I TAC /WW COPYRIGHT 2011 FLATIRONS, INC. 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. -------------- 3825 Iris Avenue, Ste 395, Boulder, CO 80301 A 655 Fourth Avenue, Longmont, CO 80501 Sunvying, Engineenny & Geomatics vvvv Phone (303) 443-7001 Fax (303)443-9830 11/08/2011 RE: Consolidation Site: 4200 Tabor ST. FS1 Job No.: 11-59,146 Copies of the above project have been distributed as follows: Phyllis Clark Owner of Property 1674 5 Ave West Linn, OR 97068 *A pdf was emailed to Pyllis Clark David F. Brossman, PLS Development Review Engineer/City Surveyor City of Wheat Ridge Public Works Phone & Fax: 303.235.2864 *A pdf and a 2007 ACAD dwg. Was emailed to dbrossman@ci.wheatridge.co.us Lauren Mikulik City of Wheat Ridge Community Development 7500 W. 29 ave. 2' floor Wheat Ridge, CO 80033 2- 2406 hard copies and Disc with pdf and ACAD 2007 dwg If you have any questions or comments concerning this project, please contact me at 303-443-7001 ex 183. Thank you. Trina Colvin Project Manager, Flatirons Surveying, Inc. RE: Consolidation Site: 4200 Tabor FSI Job No.: 11-59,146 1. Please amend the name of the consolidation plat such that the title begins with a word or a name instead of a number. Please also eliminate the word "plat" from the title. The final name should read "_('Alord/Name)_ Consolidation." Please note that every plat name must be unique within Jefferson County, existing plat names can be checked online: http://www.co.jefferson.co.us/ats/subdivisionsearch.do The Consolidation Name has been revised. 2. In the Surveyor's Statement, please change the title of the plat to reflect the amended plat name. The Consolidation Name has been revised, 3. Please include a case history box on the plat; the case number is MS- 1 -05. Both have been added 4. Note #1 refers to a title commitment for title insurance that was not submitted with the land use application. Please either A) provide the referenced title commitment or B) eliminate note #1 and include a note that reflects no title commitment/insurance to ensure that future property owners do not rely on the plat document as necessarily reflecting all potential encumbrances on the property. Option B has been used 1. Please show the 20.0' of Tabor Street Right-of-Way. Right-of- Way is now shown. 2. Revise the title to read, "4200 TABOR CONSOLIDATION". The Consolidation Rance has been revised, 3. The text for the southerly lot line of Parcel 2 to be removed needs to read, "LOT LINE HEREBY REMOVED BY THIS PLAT". Label has been updated 4. Note #6 needs to be revised to read, "THE SOLE PURPOSE OF THIS PLAT IS TO CONSOLIDATE EXISTING PARCELS I AND 2 INTO A SINGLE LOT"'. Note has been revised, 5. It appears a portion of the Legal Description was included twice (refer to attached redlined plat). Please remove this extraneous text. Duplication has been removed. 6. Include the Case History Number "MS- 1 1 -05." Case History number has been added, 7. Include a Date of Revision. Revision date has been added, If you have any questions or comments concerning this project, please contact me at 303-443-7001 ex, 183. Thank you. Trina Colvin Project Manager, Flatirons Surveying, Inc. City of Wh6a-W, ,_d COMMUNt DEVELOPMEN T �ge City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 301235.2846 F: 303.235.2857 November 2, 2011 Ms. Phyllis Clark 1674 5"' Avenue West Linn, OR 97068 Dear Ms. Clark: This letter is in regard to your request for approval of a consolidation plat to combine two parcels on property zoned Agricultural-One (A -1) and located at 4200 Tabor Street. The referral period ended on October 31, 201 and this correspondence includes the comments from all referral agencies and departments. I have reviewed the plat and have the following comments: Please amend the name of the consolidation plat such that the title begins with a word or a name instead of a number. Please also eliminate the word "plat" from the title. The final name should read "_()Kord/Nanie)_ Consolidation." Please note that every plat name must be unique within Jefferson County; existing plat names can be checked online: http://www.co.jefferson.co.us/ats/subdivisionsearch.do In the Surveyor's Statement, please change the title of the plat to reflect the amended plat name. Please include a case history box on the plat; the case number is MS- 11 -05. 4. Note #1 refers to a title commitment for title insurance that was not submitted with the land use application. Please either A) provide the referenced title commitment or 13) eliminate note #1 and include a note that reflects no title commitment /insurance to ensure that future property owners do not rely on the plat document as necessarily reflecting all potential encumbrances on the property. Attached are the comments received from other City departments and outside agencies regarding your consolidation request. No comment received constitutes having no objections or concerns regarding this proposal. Wheat Ridge Public Works: Please see attached letterfrom Dave Brossman dated October 19, 201 Arvada Fire District. No concerns, Fruitdale Sanitation District. No comments received. Qwest Communications: No comments received, wwwxi.w heat ridgexoms Valley Water District. See attached commentsftoni Kathleen Kadnuek dated October 19, 201 Xcel Energy: See attached comments from Donna George dated October 2 201 This concludes the summary of comments. Please address each of these comments by revising the plat accordingly and resubmitting two hardcopies and one electronic file of the revised plat. If you have any further questions or need further clarification, please feel free to contact me at 303-235-2845. Sincerely, fow'� Lauren E. Mikulak Planner I cc: NIS-] 1-05 tv k= Tf d. x r r r Y AM z 10119/11 WED 14:06 FAX 303 424 0828 VALLEY WATER DIS VALLEY WATER DISTRICT 12101 WEST 52ND AVENUE WHEAT RIDGE, COLORADO 80033 October 19, 2011 Lauren M)'kulak City of Wheat Ridge 7500 W 20' Avenue Wheat Ridge, CO 80033 Re: Case #MS- I 1-051Clark TELEPHONE 303-424-9661 FAx 303-424-0828 In response to your inquiry regarding the two lot consolidation at 4200 Tabor Street, the Valley Water :District has no concerns with the proposed lot line elimination. Should there be further development of the property, any new structure will require a new water tap at the owner's expense. Please feet free to con m with any further questions. S' rely, Kathleen Kadnuck District Office Manager 1AE City • J�� Wh 6 atRu•c V L I C W 0 R K S City of Wheat Ridge Municipal Building 7500 W. 29 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Re: First Review Comments of the Final Plat for the 4200 Tabor Consolidation. Dear Mr. Guyton, I have completed the first review of the above referenced plat received on October 17, 201 for the proposed lot consolidation for the property located at 4200 Tabor Street, and I have the following comments: 1. Please show the 20.0' of Tabor Street Right-of-Way. 2. Revise the title to read, "4200 TABOR CONSOLIDATION". 3. The text for the southerly lot line of Parcel 2 to be removed needs to read, "LOT LINE HEREBY REMOVED BY THIS PLAT". 4. Note #6 needs to be revised to read, "THE SOLE PURPOSE OF THIS PLAT IS TO CONSOLIDATE EXISTING PARCELS I AND 2 INTO A SINGLE LOT". 5. It appears a portion of the Legal Description was included twice (refer to attached redlined plat). Please remove this extraneous text. 6. Include the Case History Number "MS-I 1-05." 7. Include a Date of Revision. Please submit for review and approval two hardcopies and one electronic file of the revised Plat in AutoCAD 2007 DWG format on CD/DVD-ROM. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. City Surveyor/Development Review Engineer CC: Steve Nguyen, Engineering Manager Lauren Mikulak, Planner I File www.d.wheatridge.coms 4200 TABOR ST. CONSOLIDATION PLAT A PART OF BLOCK 12, LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, NOTES TOWNSHIP 3 SOUTH , RANGE 69 WEST OF 67H P.M 1. FIDELITY NATIONAL TITLE COMPANY COMMITMENT NUMBER 598 - 1`0372896, DATED APRIL 6 ,2011 AT 4:30:30 P.M.. WAS ENTIRELY RETIED UPON FOR RECORDED INFORMATION REGARDING CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON STATE OF COLORADO RIGHTS -OF -WAY, EASEMENTS AND ENCUMBRANCES N THE PREPARATION OF THIS SURVEY. THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE PROPERTY DESCRIBED IN SAID POINT OF COMMENCEMENT TITLE COMMITMENT. ART SHEET 1 OF 1 EAST QUER COMM CO SECTION 20 2. 2 BASED 3' DIAMETER BRASS CAP ACCORDING LAW YOU MUST COMMENCE ANY LEG ACTION BASED UPON ANY N A 3' ALUMINUM PIPE DEFECT IN THI S PLAT NIT D UP YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. N NO EVENT MAY ANY ACTION BAS UPON ANY DEFECT N TINS SURVEY EE COMMENCED MORE Vk* tyap NOT TO GRAPHIC SCALE ( IN MT) L Imh - 20 It I 1 20.0 ROW I� I DANIEL AMID DARCY MI8KOL REC. /: 9EODP769 1 7'' IRON PIPE LOT LINE HEREBY / REMOVED BY THIS PLAT f- -f7%NG PARCEL. 2 I SUBJECT PROPERTY LINE TED J N8111'14'281 299.7r (R) LOT 1 BLOCK 1 AREA - 35.844 SO FT OR 0.82 AGES ZONE A -1 FOUND 05 REBAR YELLOW CAP 'LS 1136V A PORTION OF BLOCK IY DONALD AND BARBARA MARKOW EXCEPTED PORTION LEE'S SUBDIVISION REC. ND ADQUOT MONUMENT AS DESmIBED • FOUND MONUMENT AS DESCRIBED OWNER'S CERTIFICATE FOUND REBAR WITH 1 1/2' ALUMINUM 'FLATIAS SURV 15406' (AM) AS MEASURED AT TIME OF SURVEY (R) AS PER RECORD INFORMATION -„ EDGE OF ASPHALT GRAPHIC SCALE ( IN MT) L Imh - 20 It I 1 20.0 ROW I� I DANIEL AMID DARCY MI8KOL REC. /: 9EODP769 1 7'' IRON PIPE LOT LINE HEREBY / REMOVED BY THIS PLAT f- -f7%NG PARCEL. 2 I SUBJECT PROPERTY LINE TED J N8111'14'281 299.7r (R) LOT 1 BLOCK 1 AREA - 35.844 SO FT OR 0.82 AGES ZONE A -1 FOUND 05 REBAR YELLOW CAP 'LS 1136V A PORTION OF BLOCK IY DONALD AND BARBARA MARKOW EXCEPTED PORTION LEE'S SUBDIVISION REC. It appears this text is a duplication and should be removed. PHYLLIS CLARK 1074 STN AVENUE NEST LINN, OR 97056 STATE OF COLORADO ) 55 NTY OF JEFFERSON ) E FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. 20_ BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES NOTARY PUBLIC ROBERT AND PHYLLIS ROCK REC. f: 88159436 FOUND /5 REBAR OWNER'S CERTIFICATE POINT OF BEGINNING LEE'S 6UBDIVISION YELLOW CAP 1S 11389' I, PHYLLIS LARK, BEING THE OWNER OF REAL N D{ ZONE-A-1 PROPERTY CONTAINING 35,844 SQ FT OR 0.82 ACRES m I DESCRIBED AS FOLLOWS IN PARCEL DESCRIPTION BELOW: (PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY) CONSIDERING THE EAST LINE OF SECTION 20 TD BEAR NORTH 0074'53' WEST. A DISTANCE OF 2884.50 FEET BETWEEN THE PARCEL 1 SOUTHEAST CORNER OF SAID SECTION, A FOUND 3 1/4' BRASS THE NORTH 120 FEET OF THE WEST 310 FEET OF THE SOUTH CAP IN A RANGE BOX 'LS 13212', AND THE EAST QUARTER ONE -HALF OF THE NORTH ONE -HALF OF THE SOUTH TWO THIRDS CORNER A FOUND 3' BRASS CAP IN AN ALUMINUM PIPE 'LS OF BLOC( 12, LEE'S SUBDIVISION, EXCEPT THE WEST 10 FEET AND 13212', WITH ALL BEARINGS CONTAINED RELATVE THERETO. THE SOUTH 21.11 FEET THEREOF, COUNTY OF JEFFERSON, STATE OF COLORADO. COMMENCING AT THE SAID EAST QUARTER CORNER OF SECTION PARCEL 2 20; THENCE SOUTH 4505'34' WEST, A DISTANCE OF 496.89 FEET ALL BUT THE WEST 10 FEET AND THE EAST 355.23 FEET OF THAT AND TO A POINT ON THE WESTERLY LINE OF A PARCEL RECORDED PART OF THE NORTH QUARTER OF THE SOUTH TWO THIRDS OF AT REC, NO. 88159438. IN THE RECORDS OF JEFFERSON COUNTY; BLOC( 12, LEES SUBDIVISION, COUNTY OF JEFFERSON, STATE OF TO THE PONT OF BEGINNING; COLORADO THAT LIES SOUTH OF A LINE 345 FEET SOUTH OF AND PARALLEL WITH THE EAST -WEST CENTERLINE OF SECTION 20, THENCE ALONG SAID WESTERLY LINE SOUTH 00'10'35' EAST. A TOWNSHIP 3 SOUTH, RANGE 89 WEST, WHICH MARKED BY AN DISTANCE OF 119.58 FEET; THENCE ALONG SAID WESTERLY LINE EXISTING FENCE SAID BRACT IS MORE PARTICULARLY DESCRIBED U SOUTH 00'10'35' WEST, A DISTANCE OF 119.58 FEET TO A POINT AS BEGINNING ON THE WEST LINE OF BLOC( 1$ LEES THAT IS NORTH 09'3537' WEST, A DISTANCE Of 2225.25 FEET OF SUBDIVISION 345 FEET SOUTH O THE EAST -NEST CENTERLINE OF THE SOU714EAST CORNER OF SECTION 20. THENCE SOUTH SECTION 20; THENCE SOUTH ALONG SAID NEST UNE. THE 89'14'25' WEST. A DISTANCE OF 299.77 FEET TO A POINT ON THE CENTERUNE O TABOR STREET TO THE SOUTH LINE OF THE NORTH EASTERLY RIGHT -OF -WAY OF TABOR STREET; THENCE ALONG ERE QUARTER O THE SOUTH 2/3 OF BLOCK 12; THENCE EAST ALONG EASTERLY RIGHT -CF -WAY OF TABOR STREET, NORTH 0010'35' SAID SOUTH LINE OF SAID NORTH QUARTER OF THE SOUTH 2/3 WEST. A III STANCE 0'119.58 FEET; THENCE LEAVING SAID WITH OF BLOC( 12 TO ITS INTERSECTION THE EAST LINE OF SAID RIGHT -O -WAY, NORTH 899425' EAST, A DISTANCE OF 299.77 BLOC( AND BECTON 20; THENCE NORTH ALONG SAID EAST LINE FLEE TO THE NT-9 TO A POINT 345 FEET SOUTH OF THE EAST QUARTER CORNER OF SECTION 20; THENCE WEST ALONG THE AFORESAID FENCE TO THE POINT OF BEGINNING. EXCEPT THE WEST 10 FEET O' THE ABOVE 8995'45' NEST, A DISTANCE O' 354.54 FEET TO THE POINT 0 THAT LIES IN TABOR STREET. AND AL50 EXCEPT THE EAST BEGINNING FEET OF THE ABOVE DESCRIBED TRACT OF LAND, COUNTY JEFFERSON, STATE O COLORADO. THENCE SOUTH 89'14'25' WEST, A DISTANCE O: 299.77 FEET TO MORE PARTICULARLY DESCRIBED AS: A POINT ON THE EASTERLY RIGHT -OF -WAY O TABOR STREET; THENCE ALONG THE EAST RIGHT -OF -WAY OF TABOR STREET. (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE ENT) NORTH 0090'35' WEST, A DISTANCE OF 19.94 FEET; TENCE NORTH 8994'25' EAST, A DISTANCE OF 299.77 FEET; THENCE A PARCEL O LAND BEING A PORTION OF BLOCK 12, LEE'S SOUTH 0070'35' EAST, A DISTANCE OF 19.94 FEET In TIE POINT OF BEGINNING. SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER O SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 8TH PRINCIPAL MERIDIAN. CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF COLORADO. It appears this text is a duplication and should be removed. PHYLLIS CLARK 1074 STN AVENUE NEST LINN, OR 97056 STATE OF COLORADO ) 55 NTY OF JEFFERSON ) E FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. 20_ BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES NOTARY PUBLIC I JEFFERSON COUNTY ROBERT AND PHYLLIS ROCK REC. f: 88159436 REC. /: 91066836 A PORTION OF BLOCK t2 POINT OF BEGINNING LEE'S 6UBDIVISION ZONE:A -I N D{ I JEFFERSON COUNTY REC. f: 88159436 A PORTION OF BLOCK 12 - FER80N COUNTY N D{ ZONE-A-1 m I THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. BASIS OF CGS` GIPS DERIVED BEARINGS BASED ON A BEARING OF NORTH 00 '24'53' WEST ALONG 7I# EAST LINE OF THE SOUTHEAST QUARTER OF SEC71ON 20, BETWEEN A FOUND 3W BRASS CAP AT THE SOUTHEAST CORNER OF SECTION 20 (WCP NO. 15209) AND A FOUND A" BRASS CAP BEING THE EAST CORNER QUARTER OF SECTION 20 (WCP NO. 14029). AS SHOWN HEREON. PER CITY OF WHEAT RIDGE CONTROL MONUMENT NETS, NDag3/92 CITY OF WHEAT RIDGE POINT N E ELEV N E ELEY 14209 1707935.13 3104427.70 5409.09 708355.98 105210.89 5356.00 15209 1705271.37 3104447.04 5455.90 705701.55 103230.17 5456.90 4. THE CURRENT CITY DATUM COORDINATE SYSTEM USED IS A GROUND -BASED MODIFIED FORM OF THE NAD53/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502 VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD85). 00" TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL PONT 01) HAVING THE FT71U.JOWINC HAD 83/93 STATE PLANE CONSOLIDATE EXISTING PARCELS 5. ANY PER , - 1 AND 2 INTO A SINGLE LOT. MONUMENT AND MISDEMEANOR PI DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER CE ANY SECTION CORNER, QUARTER - SECTION CORNER. OR MEANDER POST. ON ANY VEI MENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANCES, REMOVES ANY MONUMENT OR 904CHMARK OF ANY GOVERNMENT SURVEY, SHALL BE n UNDER THIS TIT LE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.S.C. 0 1 ) 0. THE SOLE PURPOSE OF 74S CONSOLDATKN PLAT IS TO 7. PER COLORADO REVISED STATUTES SEC. 38-51 -100 (L), ALL UNEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 0. DATES OF FIELD WORK: APRIL 19TH, 2011 9. FLOOD INFORMATION- THE SUBJECT PROPERTY IS LOCATED IN ZONE X SHADED, AREAS OF .2X ANNUAL CHANCE FL000; AREAS OF 1X ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1' OR WITH DRAINAGE AREAS LESS THAN 1 SO MILE; AND AREAS PROTECTED BY LEVEES FROM /X ANNUAL CHANCE FLOOD. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY PANEL 085079 - 0194 -E JUNE 17, 2003. FLOOD INFORMATION IS SUBJECT TO CHANGE. 10. THE DEED FOR THE ADJOINER TO THE SOUTH (REC. /93185700) APPEARS TO CONTAIN DEFECTS 11. DUE TO IRREGULARITIES INHERENT IN BLOCK 12 OF LEES SUBDIVISION, ADJACENT PROPERTY LINES MAY HAVE SHIFTED N ACCORDANCE WITH THE SUBDIVISION GEOMETRY AND CONSTRUCTED IMPROVEMENTS N ORDER TO ESTABLISH THE BOUNDARY SHOWN HEREON. 12 THERE ARE NO PUBUC EASEMENTS, UTIU71ES OR RIGHT OF WAYS BEING DEDICATED BY THIS PLAT. Bounliary Okwwo Report Course: NO01O'35'W Length: 119.58' Course: N8994'25'E Length: 299.77' Courw SOO'10'35'E Length: 119.58' C'u S8994'25'W Length: 299.77' Erns Cosune: 0.00 Course: NDOWOO'E Error North: 0.000 East 0.000 Pnealsion 1: 838700000.00 3 1/4' BRASS CAP CITY CERTIFICATION IN A RANGE BOX LS 13212' APPROVED THIS DAY OF (WCP NO.15209) 2011, BY THE CITY OF WHEAT RIDGE ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBLIC WORKS CLERK AND RECORDER'S CERTIFICATE STATE OF COLORADO SS COUNTY O JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT O'CLOCK -M. ON THE DAY OF D. IN BOOK AT PAGE RECEPTION N0. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK STATEMENT OF AOCURACY THE GEODETIC CONTROL DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE HAD 83 HARK STATE PLANE COLORADO CENTRAL RIPS 0502 COORDINATE SYSTEM ,ANA HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.04 U.S. SURVEY FEET AT THE 95X CONFIDENCE LEVEL_ AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGOC- STD - 007.2 -1998) Su Veyolre Stotenitnt I, JOHN 8. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS INC., DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY O THE 4207 T BEST ABOR ST. CONSOLIDATION PLAT. WAS MADE BY ME O UNDER MY SUPERVISION AND TO THE OF MY KNOWLEDGE. INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANTING PLAT ACCURATELY REPRESENTS SAID SURVEY. CITY OF WHEAT RHOGE PUBLIC WORKS JOHN B. GUYTON 10/17/11 COLORADO P.L.S. {16406 FM JOB Na 11- 59,148 DATE CHAIRMAN & CEO, FLATIRONS, INC. 10/17/11 RECEIVED 1ST Submittal Surveying, Engineering & Geomatics 3526 IRIS ALE, S1E 393 0.57 FOUR111 AVE TNT.• DATE DRANK Or K. KEL7NER ] 443 -700 PR (J03) 776 - 1733 RETI$TD.V$. DATE: OCTOBER 7, =1 FAX ]Ol 415 -11570 FAX (3p� TA -4366 Mm B' F51 JOB N0. 11- 59,148 r�. ar.,� „ow.,. „m TAC/WW �C of WI, at _iidge COMMUNITY DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date: October 17, 2011 Response Due: October 31, 2011 The Wheat Ridge Community Development Department has received a request for a two -lot consolidation plat on property zoned Agricultural -One (A -1) and located at 4200 Tabor Street. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: MS -11 -05 / Clark Request: The applicant is requesting approval of a two -lot consolidation plan for property at 4200 Tabor Street. The site is 0.82 acres in size. The property is part of the Lee's Subdivision which was platted in 1892. Since then, land in the subdivision has been further divided by deed, but not platted. As a result, the subject property contains two parcels. The purpose of the plat is to eliminate the existing, interior lot line. Existing structures on the property include a 1,092 square -foot single family home and two accessory structures. There is no proposed change to these structures and no proposed construction; the property will continue to be used for residential purposes. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager. Case Manager: Lauren Mikulak Voice: 303.235.2845 Fax: 303.235.2857 Email: Imikulak &i.wheatridge.co.us DISTRIBUTION: Water District (Valley) Sanitation District (Fruitdale) Fire District (Arvada) Xcel Energy Qwest Communications Wheat Ridge Public Works "The Carnation City" Vicinity map 4w .. H AV I j i < t f M, O ki �� MTV i •, rr i �,. t M t rTT f ITZ - 0 t ■ ell to . 047, - a -- . r • • T r S/Tf: "The Carnation City" 2 4200 TABOR ST. CON A PART OF BLOCK 12, LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH , RANGE 69 WEST OF 6TH P.M CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO POINT OF COMMENCEM SHEET 1 OF 1 EAST QUARTER CORNER SECTION 3" DIAMETER BRASS IN A 3" ALUMINUM IS 132 Vicinity Map NOT TO SCALE Legend FOUND ALIQUOT MONUMENT AS DESCRIBED • FOUND MONUMENT AS DESCRIBED OO FOUND #5 REBAR WITH 1 1/2" ALUMINUM CAP "FLATIRONS SURV 16406" (AM) AS MEASURED AT TIME OF SURVEY (R) AS PER RECORD INFORMATION -- T - EDGE OF ASPHALT FOUND 3/4" IRON PIPE EXISTING PARCEL 2 SUBJECT PROPERTY RI E t:. r, ?: 9'l_.i %1769 ?wRT._-.... "R ;014 . __. !�t' Dkl:!^tT <D F - :I" !...LIS R0',:K i 9!089836 POINT OF BEGINNING -1 LINE TO BE ELIMINATED N89'14'25 "E 299.77' (R) I I � E I 1 � rPAPT4Tr RCAT, ; zo o io zo <o ( IN FEET ) 1 inch = 20 ft. REC. y1: 86!;';9436 LOT 1 BLOCK 1 AREA = 35,844 SO FT OR 0.82 ACRES ZONE: A -1 FOUND #5 REBAR- YELLOW CAP.. IS 11389' - FOUND #5 REBAR YELLOW CAP EXCE PTED PORTION (21.11) OWNER'S CERTIFICATE LS 11389' I, PHYLLIS CLARK, BEING THE OWNER OF REAL I PROPERTY CONTAINING 35,844 SO FT OR 0.82 ACRES DESCRIBED AS FOLLOWS IN PARCEL DESCRIPTION BELOW: (PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY) CONSIDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH 00'24'53" WEST, A DISTANCE OF 2664.50 FEET BETWEEN THE PARCEL 1 SOUTHEAST CORNER OF SAID SECTION, A FOUND 3 1/4" BRASS THE NORTH 120 FEET OF THE WEST 310 FEET OF THE SOUTH CAP IN A RANGE BOX IS 13212 ", AND THE EAST QUARTER "LS ONE -HALF OF THE NORTH ONE -HALF OF THE SOUTH TWO THIRDS CORNER, A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE OF BLOCK 12, LEE'S SUBDIVISION, EXCEPT THE WEST 10 FEET AND 13212 ", WITH ALL BEARINGS CONTAINED RELATIVE THERETO. THE SOUTH 21.11 FEET THEREOF, COUNTY OF JEFFERSON, STATE COPYRIGHT 2011 OF COLORADO. COMMENCING AT THE SAID EAST QUARTER CORNER OF SECTION 20; THENCE SOUTH 45'05'34" WEST, A DISTANCE OF 496.89 FEET PARCEL 2 AND TO A POINT ON THE WESTERLY LINE OF A PARCEL RECORDED ALL BUT THE WEST 10 FEET AND THE EAST 355.23 FEET OF THAT AT REC. N0. 86159436. IN THE RECORDS OF JEFFERSON COUNTY; PART OF THE NORTH QUARTER OF THE SOUTH TWO THIRDS OF TO THE POINT OF BEGINNING; BLOCK 12, LEES SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO THAT LIES SOUTH OF A LINE 345 FEET SOUTH OF AND THENCE ALONG SAID WESTERLY LINE SOUTH 00'10'35" EAST, A PARALLEL WITH THE EAST -WEST CENTERLINE OF SECTION 20, DISTANCE OF 119.58 FEET; THENCE ALONG SAID WESTERLY LINE TOWNSHIP 3 SOUTH, RANGE 69 WEST, WHICH IS MARKED BY AN SOUTH 00'10'35" WEST, A DISTANCE OF 119.58 FEET TO A POINT EXISTING FENCE, SAID TRACT IS MORE PARTICULARLY DESCRIBED THAT IS NORTH 09'35'37" WEST, A DISTANCE OF 2225.25 FEET OF AS: BEGINNING ON THE WEST LINE OF BLOCK 12, LEES FEET SOUTH OF THE EAST -WEST CENTERLINE OF THE SOUTHEAST CORNER OF SECTION 20. THENCE SOUTH SUBDIVISION 345 SECTION 20; THENCE SOUTH ALONG SAID WEST LINE, THE 89'14'25" WEST, A DISTANCE OF 299.77 FEET TO A POINT ON THE CENTERLINE OF TABOR STREET TO THE SOUTH LINE OF THE NORTH EASTERLY RIGHT -OF -WAY OF TABOR STREET; THENCE ALONG THE QUARTER OF THE SOUTH 2/3 OF BLOCK 12; THENCE EAST ALONG EA RIGHT WA TA STRE 35" SAID SOUTH LINE OF SAID NORTH QUARTER OF THE SOUTH 2/3 STA DIS OF 9.68 T LEAVING SAID OF BLOCK 12 TO ITS INTERECTIO WITH THE EAS LINE OF SAID RIGHT -OF -WAY, NORTH 89'14'25" EAST, A DISTANCE OF 299.77 BLOCK AND SECTION 20; THENCE NORTH ALONG SAID EAST LINE FEET TO THE POINT OF BEGINNING. TO A POINT 345 FEET SOUTH OF THE EAST QUARTER CORNER OF SECTION 20; THENCE WEST ALONG THE AFORESAID FENCE TO THE OF BEGINNING. EXCEPT THE WEST 10 FEET OF THE ABOVE 89'15'45" WEST, A'DISTANCE OF 354.54 FEET TO THE POINT OF POINT THAT LIES IN TABOR STREET, AND ALSO EXCEPT THE EAST 355.23 BEGINNING; FEET OF THE ABOVE DESCRIBED TRACT OF LAND, COUNTY OF JEFFERSON, STATE OF COLORADO. THENCE SOUTH !39'14'25" WEST, A DISTANCE OF 299.77 FEET TO A POINT ON THE! EASTERLY RIGHT -OF -WAY OF TABOR STREET; MORE PARTICULARLY DESCRIBED AS: THENCE ALONG THE EAST RIGHT -OF -WAY OF TABOR STREET, NORTH 00'10'35" "WEST, A DISTANCE OF 19.94 FEET; THENCE (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) NORTH 89'14'25" EAST, A DISTANCE OF 299.77 FEET; THENCE SOUTH 00'10'35" `EAST, A DISTANCE OF 19.94 FEET TO THE POINT A PARCEL OF LAND BEING A PORTION OF BLOCK 12, LEE'S OF BEGINNING. SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. ?uRT. ". E3l..., tCK :9 •..... . R -,:. A NOTES 1, FIDELITY NATIONAL TITLE COMPANY COMMITMENT NUMBER 598- FO372896, DATED APRIL 6,2011 AT 4:30:30 P.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION REGARDING RIGHTS -OF -WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF THIS SURVEY. THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE PROPERTY DESCRIBED IN SAID ENT TITLE COMMITMENT. 20 2. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY CAP DEFECT IN THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO PIPE EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE 12" THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 29) 3. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF NORTH 00'24'53" WEST ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 20, BETWEEN A FOUND 3Y4" BRASS CAP AT THE SOUTHEAST CORNER OF SECTION 20 (WCP NO. 15209) AND A FOUND 3Y4" BRASS CAP BEING THE EAST CORNER QUARTER OF SECTION 20 (WCP NO. 14029). AS SHOWN HEREON. PER CITY OF WHEAT RIDGE CONTROL MONUMENT NETWORK. NDA83 /92 CITY OF WHEAT RIDGE POINT N E ELEV N E ELEV 14209 1707935.13 3104427.76 5409.09 708365.98 105210.89 5386.00 15209 1705271.37 3104447.04 5456.90 705701.55 105230.17 5456.90 4. THE CURRENT CITY DATUM COORDINATE SYSTEM USED IS A GROUND -BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). GROUND I TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD 83/93 STATE PLANE COORDINATES: PHAC1: NORTHING: 1701758.75, EASTING: 3118217.58, ELEVATION: 5471.62. 5. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND /OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18 -4 -508. WHOEVER WILLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER, QUARTER - SECTION CORNER, OR MEANDER POST, ON ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES, OR REMOVES ANY MONUMENT OR BENCHMARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED �) NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.S.C. § 1858 (2009) E< m 6. THE SOLE PURPOSE OF THIS CONSOLIDATION PLAT IS TO COMBINE THE LOTS. Q N W m 3 7. PER COLORADO REVISED STATUTES SEC. 38 -51 -106 (L), ALL LINEAL UNITS DEPICTED ON THIS U_ LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. I m o 8. DATES OF FIELD WORK: APRIL 19TH, 2011 z 9. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X SHADED, AREAS OF .2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1' OR WITH DRAINAGE AREAS LESS THAN 1 SO MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY PANEL 085079 - 0194 -E. JUNE 17, 2003. FLOOD INFORMATION IS SUBJECT TO'CHANGE. 10. THE DEED FOR THE ADJOINER TO THE SOUTH (REC. #93185700) APPEARS TO CONTAIN DEFECTS. I 11. DUE TO IRREGULARITIES INHERENT IN BLOCK 12 OF LEES SUBDIVISION, ADJACENT PROPERTY LINES MAY HAVE SHIFTED IN ACCORDANCE WITH THE SUBDIVISION GEOMETRY AND CONSTRUCTED IMPROVEMENTS IN ORDER TO ESTABLISH THE BOUNDARY SHOWN HEREON. 12. THERE ARE NO PUBLIC EASEMENTS, UTILITIES OR RIGHT OF WAYS BEING DEDICATED BY THIS PLAT. Boundary Closure Report Course: N00'10'35 "W Length: 119.58' Course: N89'14'25 "E Length: 299.77' ms Course: S00'10'35 "E Length: 119.58' Course: S89'1 4'25 "W Length: 299.77' F ??� I Error Closure: 0.00 Course: N00'00'00 "E Error North: 0.000 East: 0.000 SOUTHEAST CORNER SECTION 20 3 1/4" BRASS CAP CITY CERTIFICATION IN A RANGE BOX IS 13212" APPROVED THIS --------- - - -- -- DAY OF (WCP NO.15209) - -------------- - - - - -. 2011, BY THE CITY OF WHEAT RIDGE. ATTEST --------- - - - - -- --------------- -- CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBLIC WORKS ------------------------ - - - - -- CLERK AND RECORDER'S CERTIFICATE PHYLLIS CLARK 1674 5TH AVENUE STATE OF COLORADO ) WEST LINN, OR 97068 ) SS STATE OF COLORADO ) COUNTY OF JEFFERSON ) SS I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF COUNTY OF JEFFERSON ) THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS GOLDEN, COLORADO, AT - - - - -- O'CLOCK___ M. -------- DAY OF --------- A.D. 20__ -- BY ON THE - - - - -- DAY OF ------- ------ A.D. IN BOOK - - - - - -, AT PAGE ------ RECEPTION NO -------- WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSON EXPIRES: JEFFERSON COUNTY CLERK AND RECORDER BY: ------------------- ------------------------ - - - - -- DEPUTY CLERK NOTARY PUBLIC Precision 1: 838700000.00 STATEMENT OF ACCURACY THE GEODETIC CONTROL DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL APS 0502 COORDINATE SYSTEM,AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.04 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC- STD - 007.2 -1998) Surveyor's Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF THE 4200 TABOR ST. CONSOLIDATION PLAT, WAS MADE BY ME OF UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY. JOHN B. GUYTON COLORADO P.L.S. #16406 FSI JOB NO. 11- 59,146 CHAIRMAN & CEO, FLATIRONS, INC. R mMO D SHEET 1 OF 1 Surveying, Engineering & Geomatics 3825 IRIS AVE, STE 395 655 FOURTH AVE Lt BOULDER, CO 80301 LONGMONT, CO 80501 PH: (303) 443 -7001 PH: (303) 776 -1733 REVISIONS: FAX: (303) 443 -9830 FAX: (303) 776 -4355 CHECKED B� www.Fla[ironxGiacom TAC�WW DRAWN BY. K. KELTNER DATE: OCTOBER 7, 2011 FSI JOB NO. 11- 59,146 COPYRIGHT 2011 FLATIRONS, INC. R mMO D SHEET 1 OF 1 Surveying, Engineering & Geomatics 3825 IRIS AVE, STE 395 655 FOURTH AVE Lt BOULDER, CO 80301 LONGMONT, CO 80501 PH: (303) 443 -7001 PH: (303) 776 -1733 REVISIONS: FAX: (303) 443 -9830 FAX: (303) 776 -4355 CHECKED B� www.Fla[ironxGiacom TAC�WW 3825 Iris Avenue, Ste 395—Boulder, CO 80301 655 Fourth Avenue, ongmont, CO 80501 1W Surveying, Engineering M 1 stay.com Phone (.303) 443-7001 Fax (303)443-9830 qL-- RE: Consolidation Plat Site: 4200 Tabor ST. FS1 Job No.: 1.1- 59,146 Copies of the above project have been distributed as follows: Phyllis Clark (copies and email: Email/US mail) Owner of Property 1674 5" Ave West Linn, OR 97068 David F. Brossman, PLS ( see below/ email) Development Review Engineer/City Surveyor City of Wheat Ridge Public Works Phone & Fax: 303.235.2864 *A pdf and a 2007 ACRD dwg. was ernailed to dbrossman@ci.wheatridge.co.us Lauren Mikulik (Copies/ US Mail) City of Wheat Ridge Community Development 7500 W. 29' ave. 2 "d floor Wheat Ridge, CO 80033 9- 24x36 hard copies, 9- Exhibit A (boundary closer) hard copies and Disc with pdf and ACRD 2007 dwg If you have any questions or comments concerning this project, please contact me at 303-443-7001 ex 183. Thank you. Karrisa Feltner Project Manager, Flatirons Surveying, Inc. on � WA n o I I g ol I IM SHEET 2 OF 2 �� = Boundary ��"="=~==== Report Course: NOD`10'35"VV Length: 119.58' Course N89*14'25 Length: 299.77' Course: 5OO*10/35"E Length: 119.58' Course: S89*14'25 Length: 299.77' Error Closure: O.00 Course: NOO^OO'DD Error North: 0.000 East: O.QDO STATE OF COLORADO . C OUNT Y OF J EFFERS L e i r : ; » w w © °a • , t < % +, ,r c ,: a =-, v a.\ KM Executed May 11, 201E . Phyllis ««? Co-Petsmal R c » A »` of the Estaft of . \ \.I«b:iAi«D©. ed STA TE , °COL C OUNTY FJEFFERSON - ,going ins wa a v :w © d a y , «v 2011 b Ph ar as o -tea « Repre , the Esta of D J Christian Dece � Oct, 12,2011 i [� �.* �-'- LAHMIM MMEXH�� am�M�� r-m 1 041 1111,111 I'll 1111111111 qIIII MW �1 lip-Rigiffli I �ill I M= ZERO= L. City of h6a ; C C r M'M': J WNI T r y Divr-toPMENT City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 301235.2846 F: 303,235.2857 Submittal Checklist (Minor Subdivision without dedications) Project Name: 4,),o t) Lffi&)g S — i L o r Project Location: Applicant: pEjj Date: 0 /1 Project Planner: Fee Paid: * a CI 6 , Type of Subdivision: L Ip:I 0 Neighborhood Meeting Held: M JA Form and Content of Subdivision Plat I Title of document (centered at top of page - Located in the 1, Section, Township 3 South, Range 69 West of the 6"' Principal Meridian), and subtitle of Plat. 2. Complete metes and bounds Legal Description on the Current City Datum with proper section and PHAC ties per City Geodetic Requirements (see item 23 below). - 3. Basis of Bearing Statement is on the Current City Datum. — 4. Horizontal & vertical datums clearly identified and ground-grid combined factor is shown. — 5. Graphical representation of the property boundary corresponds to the Legal Description. _- Existing/Proposed lot lines with distances and bearings on the Current City Datum, All distances shall be to the nearest 0.01' and all angular measurements shall be to the nearest second. For arcs provide the chord bearing, chord length, arc length, central angle, and radius. ___ Area of the entire subdivision and all individual lots are shown to the nearest square foot and acreage shown to 4 decimal places. S. Scale (not to exceed I "= 100'), north arrow, legend, and all set or found pins. — 9. Subdivision name, lot number, and zoning for all parcels adjoining the proposed subdivision. All adjoining parcels not previously platted are shown as "LNPLATTED". _10. Existing street Right-of-Way width is identified, with distances from the ROW centerline to the corners of the subject property boundary along the street frontage. _11. All proposed and existing easements are shown and fully described with bearings & distances. _12. Ownership/Unified control statement is shown. ______13. Certification blocks, including surveyor's certificate (examples included) are shown. __ Standard utility and drainage easements are shown. — 15. Lot lines are shown as "Hereby Created/Hereby Removed by this Plat". (Sign and return) Sixteen (16) copies of the Final ;Plat will be required to be submitted with all required documents As applicant this project, I hereby ensure that all of the above requirements have been included with this submittal. I . fully understand that if my one of the items listed on this checklist have been excluded, the documents will NOT be distributedJbr City review, In addition, .1 understand that in the event any revisions need to be made after the second (2 "` full review, I will be subject to the applicable resubmittalfte. Signature:,--., Date: Name (please print)._ A ! 41 City of -(,� X/Vh6a V V e LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29 Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all infonnation) Applicant Address & 4 s" Phone 5 City 11 unn State Qty Zipq 77 0 4LI Fax ri e- Owner . LftPK Address WN 5 Phone City hJ non e State_AOA 6��>o Zip Q Fax 63? I I - Contact'PkYLLIS 0-La-&K Address 4 T7�� ftV G Phan 7 _SS __ I City WET U r) il State_ 'Lip 9:2 Fax (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner,) Location of request (address): Type of action requested (check one or more of the actions listed below which pertain to your request): Application submittal requiremews mi reverse sitle 71 Change of zone or zone conditions C1 Special Use Permit 0 Subdivision: Minor (5 lots or less) Change Plat 0 Conditional Use Permit 0 Subdivision: Major (More than 5 lots) 71 Flood Plain Special Exception 71 Site Plan approval 71 Temporary Use, Building, Sign 47� 71 Lot Line Adjustment C3 Concept Plan approval 0 VariancefWaiver (from Section 71 Planned Building; Group 0 Right of Way Vacation C3 Other: 1 0 1 Detailed description of request: �P-Q-ue-SJ XAL)rawod -,Dt- CEM So U( r I I -J-i _ _.. Name ,Phy16s Clark Name Phone t(503) 557-5541 F ......._..,.. 3 ... .sae. w .......,,,.. ..... _, .. e Address :1674 FifthAve, .._.._, City VJesk Li State OR _ f Zip 97066- t�iz�y'ectfrrfvvx�#mvr Address .4200 Street i =Tabor Street City ;Wheat Ridge State CO : Zip : 80033 „ F Location Description Project Name Parcel No. 39-204-01 00d Qtr section SE20 _. _ District No `1V . t Re ykwx £ :; Pre-App Date 912212011: Neighborhood Meeting Crate App No APP1126 i� Review Type Review Body Review Date Disposition Comments Report Review Admin ZONE . PHYLLIS CLARK _ ....... ...., M . .... ... ...........t AMOUNT : 11.08 { to€€t N , t of 3 943 334 3 of { t#rr {rttSr� Search ( g�r t I CITY OF WHEAT RIDGE 18/13/11 11.01 AN cdba t £ :; RICHARD CLARK i� RECEIPT NO:CDA@86473 FNGO ZONING APPLICATION F MO UNT 390.00 CITY OF MEAT RIDGE 12702111 11:51 AN edbb ZONE PHYLLIS CLARK PAYM RECEIVED C 1 M RECENT NO.CO009 AMOUNT TOTAL FMS FMSD ZONING MISCELLANEOUS 11.08 PA RECEIVED AMOUNT CA 11806 TOTAL 11.00 City of � f W heat �dge MUNfIY DEVELOPMENT Wheat Ridge Community Development Department PRE - APPLICATION MEETING SUMMARY f� Meeting Date: September 22, 2011 j� a Applicant Phyllis Clark , cjk . attending Staff: 7it eckert, Senior Planner ulak, Planner I Dave Brossman, Development Review Engineer Specific Site Location: Existing Zoning: Existing Comp. Plan: 4200 Tabor Street Agricultural -One (A -1) Neighborhoods Existing Site Condition • awyA_A- The property is loca at 4200 Tabor Str et, just south of W. 44 Avenue. Across Tabor Street to the west is Tabor La ; the lake was histo ' ally a gravel quarry and water source for Coors Brewery. Today the lake 's breeding grounds f Great Blue Herons and Double- crested Cormorants. The Clear Creek Greenbelt is located at the end of Tabor Street, two lots to the south of the subject property. Directly to the east is Prospect Park. The subject property is zone Agricultural -One ( -1) and is surrounded by properties also zoned A -I that contain single family homes and public p s and open space. The property is part of the Leas Sub isi which was platted in 1892. Since then land in the subdivision has been further divide , bu not platted. As a result, the subject property contains two parcels. The northern parcel is a small sliver of land, about 20 feet wide. In total the two parcels are nearly 120 feet wide and encompass about 35,800 square feet (0.82 acres). The mini m lot size for the A -1 zone district is 1 a e and minimum width is 140 feet. Because the parcel s substandard lot area and width, the parce is considered a nonconforming lot of record4v ..1. ws+� A&V S � Existing structures o the proplude a single family home and two acce ory structures. Based on Jefferson Count Assessor records, the home is 1,092 square feet and was originally constructed in 1928. A detached 400 - square foot garage is located on the north side of the property; the internal parcel line bisects this garage. An irrigation ditch (named Lee & Baugh) traverses the east and south sides of the property. Q N Applicant /Owner Preliminary Proposal: +C The applicant, Phyllis Clark, is proposing to consolidate the two parcels that make up the subject ! property. A lot consolidation will plat the property and simplify the legal description and title work for a future sale. Will a neighborhood meeting need to be held prior to application submittal? No, a neighborhood meeting will not be required for this proposal. Planning comments: The following items were discussed based on the applicant's proposed development: Zoning ` The site is zoned Agricultural -One (A -1), a zone district that provides for a high quality, safe, quiet and stable residential estate living environment within a quasi -rural or agricultural setting. The City's agricultural zoning was inherited from Jefferson County when the City incorporated in 1969. In addition to single - family homes, general farming, produce stands, and the keeping of animals are permitted uses on the property. Because the property is considered nonconforming in size, limitations on the number and location of animals apply and are provided in sections 605 -607 in chapter 26 of the city code. Consolidation Plat A lot consolidation essentially combines two or more adjacent parcels and creates a single larger lot. In this case, a consolidation plat is the document that would remove the lot line currently separating the two parcels that make up the property at 4200 Tabor. The plat must be prepared by a surveyor who is licensed in the State of Colorado. Process The first step in the process began with the pre - application meeting on September 22, 2011. The next step will be to proceed with the consolidation plat application and zone change application. These two applications may be processed simultaneously. 3 There are two parcels that make up the property at 4200 Tabor. When only two lots are being o consolidated, the consolidation plat review is an administrative process. The process removes all i interior lot lines and leaves only the exterior or "boundary" lot lines. A professional surveyor who is licensed in the State of Colorado must prepare and stamp the consolidation plat. An application for the lot consolidation may be submitted at any time. After a complete application is submitted, a staff planner will be assigned to handle the case. This person is the project manager for the case and will be the contact at the City throughout the entire consolidation process. The case manager will review the submittal application for content and the proposal will be referred to affected service agencies (Xcel Energy, water district, fire district, etc.) and other City agencies (Public Works, Building Division, etc.) for their review and comment for a period of 15 days. After all comments have been received, the case manager will forward those to the applicant. Modifications to the plat document may be required as a result of these comments. This review and comment process can occur more than once. 2 Once all comments have been addressed, a blackline mylar will be submitted to the Community Development Department with appropriate recording fees. Findings will be prepared by the case manager for the Community Development Director who will sign the plat document mylar for recordation. When the plat is recorded with the Jefferson County ("Jerk and Recorder the lot consolidation becomes official. Architectural and Site Design Manual (ASDM) The Architectural and Site Design Manual (ASDM) does not apply in this case. Building Division comments: The building division was not present at the meeting and has no corriments at this time. Public Works comments: Floodplain Part of the property is located in the floodplain, but it appears the home is located outside of the floodway. The location of the flood zone should be identified on the final plat. Plat The consolidation process requires a boundary survey using current city datum. A final plat checklist and land survey information packet are both available through Public Works' "[,and Surveying" page on the City's website: pA,?nid=80. These documents identify the requirements for a consolidation plat. Flatirons, Inc. recently completed an I mprovernent Survey Plat for the subject property; this company is very familiar with City's plat requirements. For technical questions related to the plat document, please contact Dave Brossman, Development Review Engineer. Attachments: Public Works Comments Phone Numbers Meredith Reckert-- Senior Planner 303-235-2848 Sarah Showalter - Planner 11 303-235-2849 Lauren Mikulak Planner 1 303-235-2845 Dave Brossman Development Review Engineer 303-235-2864 Public WorksReguirements: The following will need to be submitted for review and approval with the Land Use Application for the lot consolidation: 2. Final Plat Supporting Documents: a. Geodetic Surveying Requirements: An initialed Geodetic Surveying Requirements checklist shall accompany all Final Plat submittals. b. Closure Sheets: Closure sheets for the platted boundary and all internal lots shall accompany the Final Plat submittal; all must close within the 1:50,000 as required by the Municipal Code. 90� Information: Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, Site Drainage Requirements, and Stormwater/Erosion Control Details are available on the City of Wheat Ridge website at: www.ci.wheatridge.co.us 2. Electronic File Submittals: Electronic files may accompany the bardeopy submittal on CD or DVD-ROM or be e-mailed to Dave Brossman, Development Review Engineer at: dbrossmanLa ci.wheatridge.co.us Please be advised that submittals will not be considered as being under review until such time as ALL required items have been received by the City. www.d.wheatridge.co.us 6tth 3 () / ao 11 , C) Takwu Survey Control Diagram SCALE: 1 = 150' LEE'S SUBDIVISION BLOCK 12 SECTION 20 EAST QUARTER CORNER - 3" DIAMETER BRASS CAP IN A 3" ALUMINUM PIPE - - - "LS 132122= NORTH 1/2 OF ,°� WEST 10' FEET THE NORTH 1/2 OF EXCEPTED THE SOUTH 2/3 \ry " o I PARCEL 2 um L 355.23' POINT OF BEGINNING PARCEL T 1 \ \ SOUTH 1/2 OF } THE NORTH 1/2 OF THE SOUTH 2/3 SOUTH 1/3 BLOCK 12 IMPROVEMENT S URVEY PLAT A PART OF BLOCK 12, LEE'S SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M, Z CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO g° SHEET 1 OF 1 2 OS I WOE DITCH NEIGHBORS < STORY WOOD FP,AME FOUND BUILDING 3/4" IRON PIPE BUILDING 30.4' NORTH r FENCE �I 30.3' NORTH 2 3o h O o � z SECTION 20 t SOUTHEAST CORNER 3 1/4' BRASS CAP IN A RANGE BOX "LS 13 212 ° Legend 0 FOUND ALIQUOT MONUMENT AS DESCRIBED FOUND MONUMENT AS DESCRIBED SET #5 REBAR WITH 1 112' ALUMINUM CAP "FLATIRONS SURV 16406' (AM) AS MEASURED AT TIME OF SURVEY (R) AS PER RECORD INFORMATION . .CONCRETE .,- EDGE OF ASPHALT GRAVEL = FENCE GRAPHIC SCALE ® WATER METER OVERHEAD UTILITY LINE r II� UTILITY POLE ( m FErr © GAS METER I inch = 20 PL MAILBOX Depositing Certificate DEPOSITED THIS _ DAY OF 20__ AT __O'C -- OF LANG SURVEY PLATS AT PAGE - -q LO„k _- M. IN BOOK ---- - -__ -. OF THE RECORDS OF JEFFERSON COUNTY, COLORADO. P' ,PAB.R SIGNED: TITLE: Be- - - -- - - -- I< I WOOD AND PO S T ED ADDRESS: WA ¢ H RE FENCE 4 4 200 TABOR ST DIAMETER METAL - PIPE INVERT o: GATE u a a to EIAPi_ :10 Di�rR.C'i MISKC R_ 92)0 ?769 BUILDING ���''' 6' TALL 30.5' NORTH /// _ 5' TALL WOOD FENCE FENCE J WOOD FEND_ // x 30.4' sOU TH Z R, 14� OO a I Z 1 ; ONE STORY '. .. WOOD FRAME -" = _ _GARAGE_ -_. 7 GARAGE ATTACHMENT a 6' WOOD SLAT FENCE ! 7 T "ALL WOOD FENCE T! 1j 1 7 WEST 300' -. 58914'25'W 2'. FENCE HOG WIRE FENCE 7' TALL WOOD FENCE LION PARCEL\ \ _EXCEPTED PORTION 30.4' 4' TALL LINE SOUTH - EAST FOUND /5 REBAR DONALD AND BA.RRARA NI-R1 YELLOW CAP REC.; 'LS 11389' 93?BS ?O0 - 5' TALL WIRE FENCE POSSIBLE PARCEL 1 BURIED SUBJECT / STRUCTURE PROPERTY / ROBERT AI.D HYLL'S ROCK REC 9 089536 op �z DETAIL 1 GATE x POST ? 0 0 FOUNDATION SHED 5' TALL TARE FENCE 0.8 Notes 0 FIDELITY NATIONAL TITLE COMPANY COMMI'ME1T NUMBER 5913 R5 DATED APRIL 6, 2011 AT a: 30:30 EN_ Wn EN'T!RELY RELIED UPON FOR RECORDED INFORMATION REGARDING RIGHTS -Or -WAY, EASEMENTS AND EtICUMORANCES IN THE PREPARATION OF THIS SURVEY. 'HE PROPERTY SHOWN AND DESCRIBED PROPERTY] HEREON 15 ALL OF THE PROPERTY DESCRIBED IN SAID TIE CORNER COMNII - MENT 0 2) ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ;N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRS- DISCOVER SUCH DEFECT. IN NO EVENT MAY Det$iI ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE SCALE: I" = V COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION S40WN HEREON. 3) THIS : MPROVEMENT SURVEY PLAT WAS PREPARED FOR THE FXCLLS VE USE Or PIIYLLIS CLARK AND FICELITY NAT TITLE COMPANY, NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON 1YTHOJT AN EXPRESS STATEMENT BY THE SURVEYCR NAMINGSAIO PERSON 4) THIS SURVEY IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND CIT C AT ,iiOGE SIGNATURE OF SURVEYOR. E. ". j 4409 011 5) BASIS OF BEARINGS: AN ASSUMED BEARING OF NOO'24'55 "W _ ALONG THE EAST SECTION LINE Or SECTION 20, BETWEEN MONUMENTS AS SHOWN AND DESCRIBED HEREON. ALL BEARINGS I( FENCE SHON:N HEREON ARE RELATIVE THERETO. 12.2' SOLTH ±ON PARCEL LINE EAST 6) ONLY SURFACE EVIDENCE OF UTILITIES VISIBLE AT THE TIME OF rOF T OF BEGINNING THE FIELD WORK IS SHOWNN HEREON. ALL UNDERGROUND LINE OF THE OR UTTILITY MUST BE COMPANY C TO T EANY EXCAVATION. APPRO PUR PURSUANT TO 1/2 OF THE NORTH C.R.S. SEC. 9 -1.5 -103. THE SOUTH 2/3 7) CK 12 ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND /OR BOUNDARY MONUIENT OR ACCESSO 1 _OUMI"S A CLASS TWO JEFF F5 .CUle_ - : MISDEMEANOR PURSUANT TO STA E STATUTE C.R.S. SEC RE C, 18 4 -S08. WHOEVER WILLFULLY DESTROYS, DEFACES, CHANGES, BGlu�w3G OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER, QUARTER- SECTION CORNER, OR MEANDER POST, 014 ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.5.C. § 1858 (2009). 8) THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT, 9) SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT PROPERTIES THAT ARE MORE THAN 6' TALL FIVE (5) FEET FROM ANY OF THE PROPERTY LINES OF THE CHAIN LINK SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN, FENCE 70) DATE OF FIELDWORK: APR.L 19TH, 2011. 1 11) THE DEED FOR THE ADJCINER TO THE SOUTH (REC. y 931857C �L FENCE APPEARS TO CONTAIN DEFECTS. 0) LION PARCEL LINE SOUTH 12) FENCES ARE NOT COINCIDENT WTH LOT LINES AS SHOWN. 30,9' EAST 13) DUE TO IRREGULARITIES INHERENT IN BLOCK 12 OF LEES SUBDIVISION, ADJACENT PROPERTY ONES MAY HAVE SHIFTED IN ACCORDANCE WITH THE SUBDIVISION GEOMETRY. LOCAL CONTROL WAS USED IN CONJUNCTION WITH BLOCK GEOMETRY AND CONSTRUCTED IMPROVEMENTS IN ORDER TG ESTASUSH THE BOUNDARY SHOWN HEREON. GA'E� CONTAINER X4 4' TALL CHAIN LINK FENCE V WIDE IRRIGATION DITCH PROPERTY \ CORNER 1.4 FOUND q5 REBAR YELLOW CAP Detail 2 LS 11 369' SCALE: I" = I' DETAIL 2 - :REC 6' TALL HOG WIRE FENCE 93185700 Parcel Description Parcel Description Cont. (PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY) DISTANCE OF 366.17 FEET; THENCE SOUTH 89'15'45" WEST, A DISTANCE OF PAR 354. 4 PARCEL 1 5 FEET TO THE E I ONT F 0 BEGINNING; THE NORTH 120 FEET OF THE WEST 310 FEET OF THE SOUTH ONE -HALF OF THENCE SOUTH 00'10'35" EAST, A DISTANCE OF 99.64 FEET; THENCE ALONG THE NORTH ONE -HALF OF THE SOUTH TWO THIRDS OF BLOCK 12, THEREOF, LEE'S THE NORTH LINE OF A PARCEL OF LAND DESCRIBED AT RECEPTION NUMBER SUBD.EOF, 93185700 IN THE RECORDS OF JEFFERSON COUNTY, SOUTH 89'14'25" WEST, A C NISION, EXCEPT THE WEST 10 FEET AND THE SOUTH 2117 FEET OUNTY OF JEFFERSON, STATE OF COLORADO. DISTANCE OF 299,77 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY OF PARCEL 2 TABOR STREET. THENCE ALONG THE EAST RIGHT -OF -WAY OF TABOR STREET, ALL BUT THE WEST 10 FEET AND THE EAST 355.23 FEET OF THAT PART OF NORTH 00'10'35" WEST, A DISTANCE OF 99.64 FEET; THENCE NORTH 8914'25'" THE NORTH QUARTER OF THE SOUTH TWO THIRDS OF BLOCK 12, LEES EAST, A OISTANCE OF 299,77 FEET TO THE POINT OF BEGINNING. SU8DIA310N, COUNTY OF JEFFERSON, STATE OF COLORADO THAT LIES SOUTH . OF A LINE 345 FEET SOUTH OF AND PARALLEL WITH THE EAST -WEST PARCEL 2. - CENTERLINE OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST, WHICH IS MARKED BY AN EXISTING FENCE. SAID TRACT i5 MORE PARTICULARLY A PARCEL OF LAND BEING A PORTION OF BLOCK 12; LEE'S SUBDIVISION, DESCRIBED AS: BEGINNING ON THE WEST LINE OF BLOCK LOCATED IN THE NORTHEAST QUARTER OF THE 345 FEET SOUTH OF THE EAST -WEST CENTERLINE OF SEC 12, LEGS SUBDIVISION SOUTHEAST QUARTER OF SOU TION E S THENCE SECTION 20, TOWNSHIP 3 SOUTH, rcANGE 69 WEST T THE 6TH PRINCIPAL SOUTH .ALONG SAID WEST LINE. THE CENTERLINE OF TABOR STREET TO THE MERIDIAN, CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF SOUTH LINE OF THE NORTH QUARTER OF THE SOUTH 2/3 OF BLOCK 12; COLORADO. THENCE EAST ALONG SAID SOUTH LINE OF SAID NORTH QUARTFP. OF THE SOUTH 2/3 OF BLOCK 12 TO ITS INTERSECTION W1TH THE EAST LINE OF SAID T THE SOUTHEAST C CONSIDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH 00'24'55" WEST, PJD SECPON 20; THENCE NORTH - .ALONG SAID EAST LINE TO A POIN A DISTANCE OF 2664.50 FEET BETWEEN BLOCK A ORNER OF SAID 345 FEET SOUTH OF THE EAST QUARTER CORNER OF SECTION 20; THENCE SECTTON; A 'F'OQND 3 1 J4 "'BRASS CAP IN A RANGE BOX 'LS 13212 ", AND THE WEST ALONG THE AFORESAID FENCE TO THE POINT OF BEGINNIND. EXCEPT THE EAST QUARTER CORNER. A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE "LS THE EAST F 355.23 FEET OF O THE ABOVE DESCR 9ED TRACE OFAND ALSO E %DEPT 13212. WITH ALL BEARINGS CONTAINED RELATIVE THERETO. OF JEFFERSON, STATE OF COLORADO. D, COUNTY COMMENCING AT THE SAID EAST QUARTER CORNER OF SECTION 20; THENCE ALONG THE EAST LINE OF SAID SECTION 20. SOUTH 00'24'55" WEST, A MORE PARTICULARLY DESCRIBE: AS: DISTANCE OF 366.17 FEET; THENCE SOUTH 89 WEST, A DISTANCE OF (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) 304,54 FEET TO THE POINT OF BEGINNING; . PARCEL 1 THENCE SOUTH 89'14'25" WEST, A DISTANCE OF 29937 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY OF TABOR STREET; THENCE ALONG THE EAST A PARCEL OF LAND BEING A PORTION OF BLOCK 12 L €E'S SUBDIVISION, RIGHT -OF -WAY OF TABOR STREET, NORTH 00'10'35" WEST, A DISTANCE OF , LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF 19.94 FEET; THENCE NORTH 89'14'25" EAST, A DISTANCE OF 299.77 FEET; SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL THENCE SOUTH 00'10'35" EAST, A DISTANCE OF 19.94 FEET TO THE POINT OF MERIDIAN, CITY OF WHEAT R!OGE. COUNTY OF JEFFERSON', STATE CIF BEGINNING. COLORADO, CON5IDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH �'24'S5" WEST, AANCE OF 2664.50 FE A DIST ET BETWEEN IHE SOUTHEAST CORNER OF SAID SECTION, A FOUND 3 1/4" BRASS CAP IN A RANGE BOX "LS 13212 ", AND THE EAST QUARTER CORNER, A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE 'LS 13212 ", WITH ALL BEARINGS CONTAINED RELATIVE THERETO. COMMENCING AT THE SAID EAST OUARTER CORNER OF SECTION 20; THENCE ALONG THE EAST LINE OF SAID SECTION 20, SOUTH 00'24'55" WEST, A LFOUND Boundary Closure Report Course. N 00 ' 1 0 "35 "W Length: 719.58' e: N89'14'25 "E Length: 299,77' Course: S00'10'35 "E Length: 119.58' Course: S8914'25 "W Length: 299.77' Error Closure: 0.00 Course: N00'00'00 "E Error North: 0.000 Eost: 0.000 /5 REBAR Precision 1: 838700000.00 YELLOW CAP 'LS 11389' Surveyor's Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO PHYLLIS CLARK AND FIDELITY NATIONAL TITLE COMPANY, THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED DY ME OR UNDER MY RESPONSIBLE CHARGE ON MAY 16. 2011; THAT SAID SURVEY AND THE ATTACHED PRINT HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. 38 -51 -102 (9, "IMPROVEMENT SURVEY Q p0 RE� v; JOHN B. GUYTC " ;1 COLORADO P.L.S. #1640 FSI JOB NO. 11- 58,129 CHAIRMAN & CEO, FLATIRONS, IN IMPROVEMENT SURVEY PLAT PREPARED FOR Phyllis Clark Others (See Note 3) SHEET T OF 1 ORA NN BY.- F'(Ufiron$ 1116,. _ E. OILBEIT 5710 x -ding, Errgin",mg.L GeonruIwY OATS 121 1115 AK. - 1E 395 y � l ° ' „ 655 F11JR H AVE APRIL 29. 3011 BOULO[Ii CO 80301 LDNCMONi CO 60501 PH ( }03) �3 -7001 PH: (,103) 276 -1733 FSl J08 N0. FAX: (30 }) i43 -9630 FAX (303) 776 -4355 11- 58.129 ... _. ,.,_........ _ it O ONE STORY WOOD FRAME m 4 4' TALL x HOUSE DIAMETER METAL - PIPE INVERT o: GATE u a a to EIAPi_ :10 Di�rR.C'i MISKC R_ 92)0 ?769 BUILDING ���''' 6' TALL 30.5' NORTH /// _ 5' TALL WOOD FENCE FENCE J WOOD FEND_ // x 30.4' sOU TH Z R, 14� OO a I Z 1 ; ONE STORY '. .. WOOD FRAME -" = _ _GARAGE_ -_. 7 GARAGE ATTACHMENT a 6' WOOD SLAT FENCE ! 7 T "ALL WOOD FENCE T! 1j 1 7 WEST 300' -. 58914'25'W 2'. FENCE HOG WIRE FENCE 7' TALL WOOD FENCE LION PARCEL\ \ _EXCEPTED PORTION 30.4' 4' TALL LINE SOUTH - EAST FOUND /5 REBAR DONALD AND BA.RRARA NI-R1 YELLOW CAP REC.; 'LS 11389' 93?BS ?O0 - 5' TALL WIRE FENCE POSSIBLE PARCEL 1 BURIED SUBJECT / STRUCTURE PROPERTY / ROBERT AI.D HYLL'S ROCK REC 9 089536 op �z DETAIL 1 GATE x POST ? 0 0 FOUNDATION SHED 5' TALL TARE FENCE 0.8 Notes 0 FIDELITY NATIONAL TITLE COMPANY COMMI'ME1T NUMBER 5913 R5 DATED APRIL 6, 2011 AT a: 30:30 EN_ Wn EN'T!RELY RELIED UPON FOR RECORDED INFORMATION REGARDING RIGHTS -Or -WAY, EASEMENTS AND EtICUMORANCES IN THE PREPARATION OF THIS SURVEY. 'HE PROPERTY SHOWN AND DESCRIBED PROPERTY] HEREON 15 ALL OF THE PROPERTY DESCRIBED IN SAID TIE CORNER COMNII - MENT 0 2) ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ;N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRS- DISCOVER SUCH DEFECT. IN NO EVENT MAY Det$iI ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE SCALE: I" = V COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION S40WN HEREON. 3) THIS : MPROVEMENT SURVEY PLAT WAS PREPARED FOR THE FXCLLS VE USE Or PIIYLLIS CLARK AND FICELITY NAT TITLE COMPANY, NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON 1YTHOJT AN EXPRESS STATEMENT BY THE SURVEYCR NAMINGSAIO PERSON 4) THIS SURVEY IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND CIT C AT ,iiOGE SIGNATURE OF SURVEYOR. E. ". j 4409 011 5) BASIS OF BEARINGS: AN ASSUMED BEARING OF NOO'24'55 "W _ ALONG THE EAST SECTION LINE Or SECTION 20, BETWEEN MONUMENTS AS SHOWN AND DESCRIBED HEREON. ALL BEARINGS I( FENCE SHON:N HEREON ARE RELATIVE THERETO. 12.2' SOLTH ±ON PARCEL LINE EAST 6) ONLY SURFACE EVIDENCE OF UTILITIES VISIBLE AT THE TIME OF rOF T OF BEGINNING THE FIELD WORK IS SHOWNN HEREON. ALL UNDERGROUND LINE OF THE OR UTTILITY MUST BE COMPANY C TO T EANY EXCAVATION. APPRO PUR PURSUANT TO 1/2 OF THE NORTH C.R.S. SEC. 9 -1.5 -103. THE SOUTH 2/3 7) CK 12 ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND /OR BOUNDARY MONUIENT OR ACCESSO 1 _OUMI"S A CLASS TWO JEFF F5 .CUle_ - : MISDEMEANOR PURSUANT TO STA E STATUTE C.R.S. SEC RE C, 18 4 -S08. WHOEVER WILLFULLY DESTROYS, DEFACES, CHANGES, BGlu�w3G OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER, QUARTER- SECTION CORNER, OR MEANDER POST, 014 ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.5.C. § 1858 (2009). 8) THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT, 9) SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT PROPERTIES THAT ARE MORE THAN 6' TALL FIVE (5) FEET FROM ANY OF THE PROPERTY LINES OF THE CHAIN LINK SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN, FENCE 70) DATE OF FIELDWORK: APR.L 19TH, 2011. 1 11) THE DEED FOR THE ADJCINER TO THE SOUTH (REC. y 931857C �L FENCE APPEARS TO CONTAIN DEFECTS. 0) LION PARCEL LINE SOUTH 12) FENCES ARE NOT COINCIDENT WTH LOT LINES AS SHOWN. 30,9' EAST 13) DUE TO IRREGULARITIES INHERENT IN BLOCK 12 OF LEES SUBDIVISION, ADJACENT PROPERTY ONES MAY HAVE SHIFTED IN ACCORDANCE WITH THE SUBDIVISION GEOMETRY. LOCAL CONTROL WAS USED IN CONJUNCTION WITH BLOCK GEOMETRY AND CONSTRUCTED IMPROVEMENTS IN ORDER TG ESTASUSH THE BOUNDARY SHOWN HEREON. GA'E� CONTAINER X4 4' TALL CHAIN LINK FENCE V WIDE IRRIGATION DITCH PROPERTY \ CORNER 1.4 FOUND q5 REBAR YELLOW CAP Detail 2 LS 11 369' SCALE: I" = I' DETAIL 2 - :REC 6' TALL HOG WIRE FENCE 93185700 Parcel Description Parcel Description Cont. (PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY) DISTANCE OF 366.17 FEET; THENCE SOUTH 89'15'45" WEST, A DISTANCE OF PAR 354. 4 PARCEL 1 5 FEET TO THE E I ONT F 0 BEGINNING; THE NORTH 120 FEET OF THE WEST 310 FEET OF THE SOUTH ONE -HALF OF THENCE SOUTH 00'10'35" EAST, A DISTANCE OF 99.64 FEET; THENCE ALONG THE NORTH ONE -HALF OF THE SOUTH TWO THIRDS OF BLOCK 12, THEREOF, LEE'S THE NORTH LINE OF A PARCEL OF LAND DESCRIBED AT RECEPTION NUMBER SUBD.EOF, 93185700 IN THE RECORDS OF JEFFERSON COUNTY, SOUTH 89'14'25" WEST, A C NISION, EXCEPT THE WEST 10 FEET AND THE SOUTH 2117 FEET OUNTY OF JEFFERSON, STATE OF COLORADO. DISTANCE OF 299,77 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY OF PARCEL 2 TABOR STREET. THENCE ALONG THE EAST RIGHT -OF -WAY OF TABOR STREET, ALL BUT THE WEST 10 FEET AND THE EAST 355.23 FEET OF THAT PART OF NORTH 00'10'35" WEST, A DISTANCE OF 99.64 FEET; THENCE NORTH 8914'25'" THE NORTH QUARTER OF THE SOUTH TWO THIRDS OF BLOCK 12, LEES EAST, A OISTANCE OF 299,77 FEET TO THE POINT OF BEGINNING. SU8DIA310N, COUNTY OF JEFFERSON, STATE OF COLORADO THAT LIES SOUTH . OF A LINE 345 FEET SOUTH OF AND PARALLEL WITH THE EAST -WEST PARCEL 2. - CENTERLINE OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST, WHICH IS MARKED BY AN EXISTING FENCE. SAID TRACT i5 MORE PARTICULARLY A PARCEL OF LAND BEING A PORTION OF BLOCK 12; LEE'S SUBDIVISION, DESCRIBED AS: BEGINNING ON THE WEST LINE OF BLOCK LOCATED IN THE NORTHEAST QUARTER OF THE 345 FEET SOUTH OF THE EAST -WEST CENTERLINE OF SEC 12, LEGS SUBDIVISION SOUTHEAST QUARTER OF SOU TION E S THENCE SECTION 20, TOWNSHIP 3 SOUTH, rcANGE 69 WEST T THE 6TH PRINCIPAL SOUTH .ALONG SAID WEST LINE. THE CENTERLINE OF TABOR STREET TO THE MERIDIAN, CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF SOUTH LINE OF THE NORTH QUARTER OF THE SOUTH 2/3 OF BLOCK 12; COLORADO. THENCE EAST ALONG SAID SOUTH LINE OF SAID NORTH QUARTFP. OF THE SOUTH 2/3 OF BLOCK 12 TO ITS INTERSECTION W1TH THE EAST LINE OF SAID T THE SOUTHEAST C CONSIDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH 00'24'55" WEST, PJD SECPON 20; THENCE NORTH - .ALONG SAID EAST LINE TO A POIN A DISTANCE OF 2664.50 FEET BETWEEN BLOCK A ORNER OF SAID 345 FEET SOUTH OF THE EAST QUARTER CORNER OF SECTION 20; THENCE SECTTON; A 'F'OQND 3 1 J4 "'BRASS CAP IN A RANGE BOX 'LS 13212 ", AND THE WEST ALONG THE AFORESAID FENCE TO THE POINT OF BEGINNIND. EXCEPT THE EAST QUARTER CORNER. A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE "LS THE EAST F 355.23 FEET OF O THE ABOVE DESCR 9ED TRACE OFAND ALSO E %DEPT 13212. WITH ALL BEARINGS CONTAINED RELATIVE THERETO. OF JEFFERSON, STATE OF COLORADO. D, COUNTY COMMENCING AT THE SAID EAST QUARTER CORNER OF SECTION 20; THENCE ALONG THE EAST LINE OF SAID SECTION 20. SOUTH 00'24'55" WEST, A MORE PARTICULARLY DESCRIBE: AS: DISTANCE OF 366.17 FEET; THENCE SOUTH 89 WEST, A DISTANCE OF (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) 304,54 FEET TO THE POINT OF BEGINNING; . PARCEL 1 THENCE SOUTH 89'14'25" WEST, A DISTANCE OF 29937 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY OF TABOR STREET; THENCE ALONG THE EAST A PARCEL OF LAND BEING A PORTION OF BLOCK 12 L €E'S SUBDIVISION, RIGHT -OF -WAY OF TABOR STREET, NORTH 00'10'35" WEST, A DISTANCE OF , LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF 19.94 FEET; THENCE NORTH 89'14'25" EAST, A DISTANCE OF 299.77 FEET; SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL THENCE SOUTH 00'10'35" EAST, A DISTANCE OF 19.94 FEET TO THE POINT OF MERIDIAN, CITY OF WHEAT R!OGE. COUNTY OF JEFFERSON', STATE CIF BEGINNING. COLORADO, CON5IDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH �'24'S5" WEST, AANCE OF 2664.50 FE A DIST ET BETWEEN IHE SOUTHEAST CORNER OF SAID SECTION, A FOUND 3 1/4" BRASS CAP IN A RANGE BOX "LS 13212 ", AND THE EAST QUARTER CORNER, A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE 'LS 13212 ", WITH ALL BEARINGS CONTAINED RELATIVE THERETO. COMMENCING AT THE SAID EAST OUARTER CORNER OF SECTION 20; THENCE ALONG THE EAST LINE OF SAID SECTION 20, SOUTH 00'24'55" WEST, A LFOUND Boundary Closure Report Course. N 00 ' 1 0 "35 "W Length: 719.58' e: N89'14'25 "E Length: 299,77' Course: S00'10'35 "E Length: 119.58' Course: S8914'25 "W Length: 299.77' Error Closure: 0.00 Course: N00'00'00 "E Error North: 0.000 Eost: 0.000 /5 REBAR Precision 1: 838700000.00 YELLOW CAP 'LS 11389' Surveyor's Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO PHYLLIS CLARK AND FIDELITY NATIONAL TITLE COMPANY, THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED DY ME OR UNDER MY RESPONSIBLE CHARGE ON MAY 16. 2011; THAT SAID SURVEY AND THE ATTACHED PRINT HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. 38 -51 -102 (9, "IMPROVEMENT SURVEY Q p0 RE� v; JOHN B. GUYTC " ;1 COLORADO P.L.S. #1640 FSI JOB NO. 11- 58,129 CHAIRMAN & CEO, FLATIRONS, IN IMPROVEMENT SURVEY PLAT PREPARED FOR Phyllis Clark Others (See Note 3) SHEET T OF 1 ORA NN BY.- F'(Ufiron$ 1116,. _ E. OILBEIT 5710 x -ding, Errgin",mg.L GeonruIwY OATS 121 1115 AK. - 1E 395 y � l ° ' „ 655 F11JR H AVE APRIL 29. 3011 BOULO[Ii CO 80301 LDNCMONi CO 60501 PH ( }03) �3 -7001 PH: (,103) 276 -1733 FSl J08 N0. FAX: (30 }) i43 -9630 FAX (303) 776 -4355 11- 58.129 ... _. ,.,_........ _ ; ONE STORY '. .. WOOD FRAME -" = _ _GARAGE_ -_. 7 GARAGE ATTACHMENT a 6' WOOD SLAT FENCE ! 7 T "ALL WOOD FENCE T! 1j 1 7 WEST 300' -. 58914'25'W 2'. FENCE HOG WIRE FENCE 7' TALL WOOD FENCE LION PARCEL\ \ _EXCEPTED PORTION 30.4' 4' TALL LINE SOUTH - EAST FOUND /5 REBAR DONALD AND BA.RRARA NI-R1 YELLOW CAP REC.; 'LS 11389' 93?BS ?O0 - 5' TALL WIRE FENCE POSSIBLE PARCEL 1 BURIED SUBJECT / STRUCTURE PROPERTY / ROBERT AI.D HYLL'S ROCK REC 9 089536 op �z DETAIL 1 GATE x POST ? 0 0 FOUNDATION SHED 5' TALL TARE FENCE 0.8 Notes 0 FIDELITY NATIONAL TITLE COMPANY COMMI'ME1T NUMBER 5913 R5 DATED APRIL 6, 2011 AT a: 30:30 EN_ Wn EN'T!RELY RELIED UPON FOR RECORDED INFORMATION REGARDING RIGHTS -Or -WAY, EASEMENTS AND EtICUMORANCES IN THE PREPARATION OF THIS SURVEY. 'HE PROPERTY SHOWN AND DESCRIBED PROPERTY] HEREON 15 ALL OF THE PROPERTY DESCRIBED IN SAID TIE CORNER COMNII - MENT 0 2) ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ;N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRS- DISCOVER SUCH DEFECT. IN NO EVENT MAY Det$iI ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE SCALE: I" = V COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION S40WN HEREON. 3) THIS : MPROVEMENT SURVEY PLAT WAS PREPARED FOR THE FXCLLS VE USE Or PIIYLLIS CLARK AND FICELITY NAT TITLE COMPANY, NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON 1YTHOJT AN EXPRESS STATEMENT BY THE SURVEYCR NAMINGSAIO PERSON 4) THIS SURVEY IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND CIT C AT ,iiOGE SIGNATURE OF SURVEYOR. E. ". j 4409 011 5) BASIS OF BEARINGS: AN ASSUMED BEARING OF NOO'24'55 "W _ ALONG THE EAST SECTION LINE Or SECTION 20, BETWEEN MONUMENTS AS SHOWN AND DESCRIBED HEREON. ALL BEARINGS I( FENCE SHON:N HEREON ARE RELATIVE THERETO. 12.2' SOLTH ±ON PARCEL LINE EAST 6) ONLY SURFACE EVIDENCE OF UTILITIES VISIBLE AT THE TIME OF rOF T OF BEGINNING THE FIELD WORK IS SHOWNN HEREON. ALL UNDERGROUND LINE OF THE OR UTTILITY MUST BE COMPANY C TO T EANY EXCAVATION. APPRO PUR PURSUANT TO 1/2 OF THE NORTH C.R.S. SEC. 9 -1.5 -103. THE SOUTH 2/3 7) CK 12 ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND /OR BOUNDARY MONUIENT OR ACCESSO 1 _OUMI"S A CLASS TWO JEFF F5 .CUle_ - : MISDEMEANOR PURSUANT TO STA E STATUTE C.R.S. SEC RE C, 18 4 -S08. WHOEVER WILLFULLY DESTROYS, DEFACES, CHANGES, BGlu�w3G OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER, QUARTER- SECTION CORNER, OR MEANDER POST, 014 ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.5.C. § 1858 (2009). 8) THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT, 9) SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT PROPERTIES THAT ARE MORE THAN 6' TALL FIVE (5) FEET FROM ANY OF THE PROPERTY LINES OF THE CHAIN LINK SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN, FENCE 70) DATE OF FIELDWORK: APR.L 19TH, 2011. 1 11) THE DEED FOR THE ADJCINER TO THE SOUTH (REC. y 931857C �L FENCE APPEARS TO CONTAIN DEFECTS. 0) LION PARCEL LINE SOUTH 12) FENCES ARE NOT COINCIDENT WTH LOT LINES AS SHOWN. 30,9' EAST 13) DUE TO IRREGULARITIES INHERENT IN BLOCK 12 OF LEES SUBDIVISION, ADJACENT PROPERTY ONES MAY HAVE SHIFTED IN ACCORDANCE WITH THE SUBDIVISION GEOMETRY. LOCAL CONTROL WAS USED IN CONJUNCTION WITH BLOCK GEOMETRY AND CONSTRUCTED IMPROVEMENTS IN ORDER TG ESTASUSH THE BOUNDARY SHOWN HEREON. GA'E� CONTAINER X4 4' TALL CHAIN LINK FENCE V WIDE IRRIGATION DITCH PROPERTY \ CORNER 1.4 FOUND q5 REBAR YELLOW CAP Detail 2 LS 11 369' SCALE: I" = I' DETAIL 2 - :REC 6' TALL HOG WIRE FENCE 93185700 Parcel Description Parcel Description Cont. (PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY) DISTANCE OF 366.17 FEET; THENCE SOUTH 89'15'45" WEST, A DISTANCE OF PAR 354. 4 PARCEL 1 5 FEET TO THE E I ONT F 0 BEGINNING; THE NORTH 120 FEET OF THE WEST 310 FEET OF THE SOUTH ONE -HALF OF THENCE SOUTH 00'10'35" EAST, A DISTANCE OF 99.64 FEET; THENCE ALONG THE NORTH ONE -HALF OF THE SOUTH TWO THIRDS OF BLOCK 12, THEREOF, LEE'S THE NORTH LINE OF A PARCEL OF LAND DESCRIBED AT RECEPTION NUMBER SUBD.EOF, 93185700 IN THE RECORDS OF JEFFERSON COUNTY, SOUTH 89'14'25" WEST, A C NISION, EXCEPT THE WEST 10 FEET AND THE SOUTH 2117 FEET OUNTY OF JEFFERSON, STATE OF COLORADO. DISTANCE OF 299,77 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY OF PARCEL 2 TABOR STREET. THENCE ALONG THE EAST RIGHT -OF -WAY OF TABOR STREET, ALL BUT THE WEST 10 FEET AND THE EAST 355.23 FEET OF THAT PART OF NORTH 00'10'35" WEST, A DISTANCE OF 99.64 FEET; THENCE NORTH 8914'25'" THE NORTH QUARTER OF THE SOUTH TWO THIRDS OF BLOCK 12, LEES EAST, A OISTANCE OF 299,77 FEET TO THE POINT OF BEGINNING. SU8DIA310N, COUNTY OF JEFFERSON, STATE OF COLORADO THAT LIES SOUTH . OF A LINE 345 FEET SOUTH OF AND PARALLEL WITH THE EAST -WEST PARCEL 2. - CENTERLINE OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST, WHICH IS MARKED BY AN EXISTING FENCE. SAID TRACT i5 MORE PARTICULARLY A PARCEL OF LAND BEING A PORTION OF BLOCK 12; LEE'S SUBDIVISION, DESCRIBED AS: BEGINNING ON THE WEST LINE OF BLOCK LOCATED IN THE NORTHEAST QUARTER OF THE 345 FEET SOUTH OF THE EAST -WEST CENTERLINE OF SEC 12, LEGS SUBDIVISION SOUTHEAST QUARTER OF SOU TION E S THENCE SECTION 20, TOWNSHIP 3 SOUTH, rcANGE 69 WEST T THE 6TH PRINCIPAL SOUTH .ALONG SAID WEST LINE. THE CENTERLINE OF TABOR STREET TO THE MERIDIAN, CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF SOUTH LINE OF THE NORTH QUARTER OF THE SOUTH 2/3 OF BLOCK 12; COLORADO. THENCE EAST ALONG SAID SOUTH LINE OF SAID NORTH QUARTFP. OF THE SOUTH 2/3 OF BLOCK 12 TO ITS INTERSECTION W1TH THE EAST LINE OF SAID T THE SOUTHEAST C CONSIDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH 00'24'55" WEST, PJD SECPON 20; THENCE NORTH - .ALONG SAID EAST LINE TO A POIN A DISTANCE OF 2664.50 FEET BETWEEN BLOCK A ORNER OF SAID 345 FEET SOUTH OF THE EAST QUARTER CORNER OF SECTION 20; THENCE SECTTON; A 'F'OQND 3 1 J4 "'BRASS CAP IN A RANGE BOX 'LS 13212 ", AND THE WEST ALONG THE AFORESAID FENCE TO THE POINT OF BEGINNIND. EXCEPT THE EAST QUARTER CORNER. A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE "LS THE EAST F 355.23 FEET OF O THE ABOVE DESCR 9ED TRACE OFAND ALSO E %DEPT 13212. WITH ALL BEARINGS CONTAINED RELATIVE THERETO. OF JEFFERSON, STATE OF COLORADO. D, COUNTY COMMENCING AT THE SAID EAST QUARTER CORNER OF SECTION 20; THENCE ALONG THE EAST LINE OF SAID SECTION 20. SOUTH 00'24'55" WEST, A MORE PARTICULARLY DESCRIBE: AS: DISTANCE OF 366.17 FEET; THENCE SOUTH 89 WEST, A DISTANCE OF (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) 304,54 FEET TO THE POINT OF BEGINNING; . PARCEL 1 THENCE SOUTH 89'14'25" WEST, A DISTANCE OF 29937 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY OF TABOR STREET; THENCE ALONG THE EAST A PARCEL OF LAND BEING A PORTION OF BLOCK 12 L €E'S SUBDIVISION, RIGHT -OF -WAY OF TABOR STREET, NORTH 00'10'35" WEST, A DISTANCE OF , LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF 19.94 FEET; THENCE NORTH 89'14'25" EAST, A DISTANCE OF 299.77 FEET; SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL THENCE SOUTH 00'10'35" EAST, A DISTANCE OF 19.94 FEET TO THE POINT OF MERIDIAN, CITY OF WHEAT R!OGE. COUNTY OF JEFFERSON', STATE CIF BEGINNING. COLORADO, CON5IDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH �'24'S5" WEST, AANCE OF 2664.50 FE A DIST ET BETWEEN IHE SOUTHEAST CORNER OF SAID SECTION, A FOUND 3 1/4" BRASS CAP IN A RANGE BOX "LS 13212 ", AND THE EAST QUARTER CORNER, A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE 'LS 13212 ", WITH ALL BEARINGS CONTAINED RELATIVE THERETO. COMMENCING AT THE SAID EAST OUARTER CORNER OF SECTION 20; THENCE ALONG THE EAST LINE OF SAID SECTION 20, SOUTH 00'24'55" WEST, A LFOUND Boundary Closure Report Course. N 00 ' 1 0 "35 "W Length: 719.58' e: N89'14'25 "E Length: 299,77' Course: S00'10'35 "E Length: 119.58' Course: S8914'25 "W Length: 299.77' Error Closure: 0.00 Course: N00'00'00 "E Error North: 0.000 Eost: 0.000 /5 REBAR Precision 1: 838700000.00 YELLOW CAP 'LS 11389' Surveyor's Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO PHYLLIS CLARK AND FIDELITY NATIONAL TITLE COMPANY, THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED DY ME OR UNDER MY RESPONSIBLE CHARGE ON MAY 16. 2011; THAT SAID SURVEY AND THE ATTACHED PRINT HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. 38 -51 -102 (9, "IMPROVEMENT SURVEY Q p0 RE� v; JOHN B. GUYTC " ;1 COLORADO P.L.S. #1640 FSI JOB NO. 11- 58,129 CHAIRMAN & CEO, FLATIRONS, IN IMPROVEMENT SURVEY PLAT PREPARED FOR Phyllis Clark Others (See Note 3) SHEET T OF 1 ORA NN BY.- F'(Ufiron$ 1116,. _ E. OILBEIT 5710 x -ding, Errgin",mg.L GeonruIwY OATS 121 1115 AK. - 1E 395 y � l ° ' „ 655 F11JR H AVE APRIL 29. 3011 BOULO[Ii CO 80301 LDNCMONi CO 60501 PH ( }03) �3 -7001 PH: (,103) 276 -1733 FSl J08 N0. FAX: (30 }) i43 -9630 FAX (303) 776 -4355 11- 58.129 ... _. ,.,_........ _ GARAGE ATTACHMENT a 6' WOOD SLAT FENCE ! 7 T "ALL WOOD FENCE T! 1j 1 7 WEST 300' -. 58914'25'W 2'. FENCE HOG WIRE FENCE 7' TALL WOOD FENCE LION PARCEL\ \ _EXCEPTED PORTION 30.4' 4' TALL LINE SOUTH - EAST FOUND /5 REBAR DONALD AND BA.RRARA NI-R1 YELLOW CAP REC.; 'LS 11389' 93?BS ?O0 - 5' TALL WIRE FENCE POSSIBLE PARCEL 1 BURIED SUBJECT / STRUCTURE PROPERTY / ROBERT AI.D HYLL'S ROCK REC 9 089536 op �z DETAIL 1 GATE x POST ? 0 0 FOUNDATION SHED 5' TALL TARE FENCE 0.8 Notes 0 FIDELITY NATIONAL TITLE COMPANY COMMI'ME1T NUMBER 5913 R5 DATED APRIL 6, 2011 AT a: 30:30 EN_ Wn EN'T!RELY RELIED UPON FOR RECORDED INFORMATION REGARDING RIGHTS -Or -WAY, EASEMENTS AND EtICUMORANCES IN THE PREPARATION OF THIS SURVEY. 'HE PROPERTY SHOWN AND DESCRIBED PROPERTY] HEREON 15 ALL OF THE PROPERTY DESCRIBED IN SAID TIE CORNER COMNII - MENT 0 2) ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ;N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRS- DISCOVER SUCH DEFECT. IN NO EVENT MAY Det$iI ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE SCALE: I" = V COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION S40WN HEREON. 3) THIS : MPROVEMENT SURVEY PLAT WAS PREPARED FOR THE FXCLLS VE USE Or PIIYLLIS CLARK AND FICELITY NAT TITLE COMPANY, NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON 1YTHOJT AN EXPRESS STATEMENT BY THE SURVEYCR NAMINGSAIO PERSON 4) THIS SURVEY IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND CIT C AT ,iiOGE SIGNATURE OF SURVEYOR. E. ". j 4409 011 5) BASIS OF BEARINGS: AN ASSUMED BEARING OF NOO'24'55 "W _ ALONG THE EAST SECTION LINE Or SECTION 20, BETWEEN MONUMENTS AS SHOWN AND DESCRIBED HEREON. ALL BEARINGS I( FENCE SHON:N HEREON ARE RELATIVE THERETO. 12.2' SOLTH ±ON PARCEL LINE EAST 6) ONLY SURFACE EVIDENCE OF UTILITIES VISIBLE AT THE TIME OF rOF T OF BEGINNING THE FIELD WORK IS SHOWNN HEREON. ALL UNDERGROUND LINE OF THE OR UTTILITY MUST BE COMPANY C TO T EANY EXCAVATION. APPRO PUR PURSUANT TO 1/2 OF THE NORTH C.R.S. SEC. 9 -1.5 -103. THE SOUTH 2/3 7) CK 12 ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND /OR BOUNDARY MONUIENT OR ACCESSO 1 _OUMI"S A CLASS TWO JEFF F5 .CUle_ - : MISDEMEANOR PURSUANT TO STA E STATUTE C.R.S. SEC RE C, 18 4 -S08. WHOEVER WILLFULLY DESTROYS, DEFACES, CHANGES, BGlu�w3G OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER, QUARTER- SECTION CORNER, OR MEANDER POST, 014 ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.5.C. § 1858 (2009). 8) THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT, 9) SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT PROPERTIES THAT ARE MORE THAN 6' TALL FIVE (5) FEET FROM ANY OF THE PROPERTY LINES OF THE CHAIN LINK SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN, FENCE 70) DATE OF FIELDWORK: APR.L 19TH, 2011. 1 11) THE DEED FOR THE ADJCINER TO THE SOUTH (REC. y 931857C �L FENCE APPEARS TO CONTAIN DEFECTS. 0) LION PARCEL LINE SOUTH 12) FENCES ARE NOT COINCIDENT WTH LOT LINES AS SHOWN. 30,9' EAST 13) DUE TO IRREGULARITIES INHERENT IN BLOCK 12 OF LEES SUBDIVISION, ADJACENT PROPERTY ONES MAY HAVE SHIFTED IN ACCORDANCE WITH THE SUBDIVISION GEOMETRY. LOCAL CONTROL WAS USED IN CONJUNCTION WITH BLOCK GEOMETRY AND CONSTRUCTED IMPROVEMENTS IN ORDER TG ESTASUSH THE BOUNDARY SHOWN HEREON. GA'E� CONTAINER X4 4' TALL CHAIN LINK FENCE V WIDE IRRIGATION DITCH PROPERTY \ CORNER 1.4 FOUND q5 REBAR YELLOW CAP Detail 2 LS 11 369' SCALE: I" = I' DETAIL 2 - :REC 6' TALL HOG WIRE FENCE 93185700 Parcel Description Parcel Description Cont. (PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY) DISTANCE OF 366.17 FEET; THENCE SOUTH 89'15'45" WEST, A DISTANCE OF PAR 354. 4 PARCEL 1 5 FEET TO THE E I ONT F 0 BEGINNING; THE NORTH 120 FEET OF THE WEST 310 FEET OF THE SOUTH ONE -HALF OF THENCE SOUTH 00'10'35" EAST, A DISTANCE OF 99.64 FEET; THENCE ALONG THE NORTH ONE -HALF OF THE SOUTH TWO THIRDS OF BLOCK 12, THEREOF, LEE'S THE NORTH LINE OF A PARCEL OF LAND DESCRIBED AT RECEPTION NUMBER SUBD.EOF, 93185700 IN THE RECORDS OF JEFFERSON COUNTY, SOUTH 89'14'25" WEST, A C NISION, EXCEPT THE WEST 10 FEET AND THE SOUTH 2117 FEET OUNTY OF JEFFERSON, STATE OF COLORADO. DISTANCE OF 299,77 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY OF PARCEL 2 TABOR STREET. THENCE ALONG THE EAST RIGHT -OF -WAY OF TABOR STREET, ALL BUT THE WEST 10 FEET AND THE EAST 355.23 FEET OF THAT PART OF NORTH 00'10'35" WEST, A DISTANCE OF 99.64 FEET; THENCE NORTH 8914'25'" THE NORTH QUARTER OF THE SOUTH TWO THIRDS OF BLOCK 12, LEES EAST, A OISTANCE OF 299,77 FEET TO THE POINT OF BEGINNING. SU8DIA310N, COUNTY OF JEFFERSON, STATE OF COLORADO THAT LIES SOUTH . OF A LINE 345 FEET SOUTH OF AND PARALLEL WITH THE EAST -WEST PARCEL 2. - CENTERLINE OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST, WHICH IS MARKED BY AN EXISTING FENCE. SAID TRACT i5 MORE PARTICULARLY A PARCEL OF LAND BEING A PORTION OF BLOCK 12; LEE'S SUBDIVISION, DESCRIBED AS: BEGINNING ON THE WEST LINE OF BLOCK LOCATED IN THE NORTHEAST QUARTER OF THE 345 FEET SOUTH OF THE EAST -WEST CENTERLINE OF SEC 12, LEGS SUBDIVISION SOUTHEAST QUARTER OF SOU TION E S THENCE SECTION 20, TOWNSHIP 3 SOUTH, rcANGE 69 WEST T THE 6TH PRINCIPAL SOUTH .ALONG SAID WEST LINE. THE CENTERLINE OF TABOR STREET TO THE MERIDIAN, CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF SOUTH LINE OF THE NORTH QUARTER OF THE SOUTH 2/3 OF BLOCK 12; COLORADO. THENCE EAST ALONG SAID SOUTH LINE OF SAID NORTH QUARTFP. OF THE SOUTH 2/3 OF BLOCK 12 TO ITS INTERSECTION W1TH THE EAST LINE OF SAID T THE SOUTHEAST C CONSIDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH 00'24'55" WEST, PJD SECPON 20; THENCE NORTH - .ALONG SAID EAST LINE TO A POIN A DISTANCE OF 2664.50 FEET BETWEEN BLOCK A ORNER OF SAID 345 FEET SOUTH OF THE EAST QUARTER CORNER OF SECTION 20; THENCE SECTTON; A 'F'OQND 3 1 J4 "'BRASS CAP IN A RANGE BOX 'LS 13212 ", AND THE WEST ALONG THE AFORESAID FENCE TO THE POINT OF BEGINNIND. EXCEPT THE EAST QUARTER CORNER. A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE "LS THE EAST F 355.23 FEET OF O THE ABOVE DESCR 9ED TRACE OFAND ALSO E %DEPT 13212. WITH ALL BEARINGS CONTAINED RELATIVE THERETO. OF JEFFERSON, STATE OF COLORADO. D, COUNTY COMMENCING AT THE SAID EAST QUARTER CORNER OF SECTION 20; THENCE ALONG THE EAST LINE OF SAID SECTION 20. SOUTH 00'24'55" WEST, A MORE PARTICULARLY DESCRIBE: AS: DISTANCE OF 366.17 FEET; THENCE SOUTH 89 WEST, A DISTANCE OF (PREPARED BY FLATIRONS, INC AT THE REQUEST OF THE CLIENT) 304,54 FEET TO THE POINT OF BEGINNING; . PARCEL 1 THENCE SOUTH 89'14'25" WEST, A DISTANCE OF 29937 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY OF TABOR STREET; THENCE ALONG THE EAST A PARCEL OF LAND BEING A PORTION OF BLOCK 12 L €E'S SUBDIVISION, RIGHT -OF -WAY OF TABOR STREET, NORTH 00'10'35" WEST, A DISTANCE OF , LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF 19.94 FEET; THENCE NORTH 89'14'25" EAST, A DISTANCE OF 299.77 FEET; SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL THENCE SOUTH 00'10'35" EAST, A DISTANCE OF 19.94 FEET TO THE POINT OF MERIDIAN, CITY OF WHEAT R!OGE. COUNTY OF JEFFERSON', STATE CIF BEGINNING. COLORADO, CON5IDERING THE EAST LINE OF SECTION 20 TO BEAR NORTH �'24'S5" WEST, AANCE OF 2664.50 FE A DIST ET BETWEEN IHE SOUTHEAST CORNER OF SAID SECTION, A FOUND 3 1/4" BRASS CAP IN A RANGE BOX "LS 13212 ", AND THE EAST QUARTER CORNER, A FOUND 3" BRASS CAP IN AN ALUMINUM PIPE 'LS 13212 ", WITH ALL BEARINGS CONTAINED RELATIVE THERETO. COMMENCING AT THE SAID EAST OUARTER CORNER OF SECTION 20; THENCE ALONG THE EAST LINE OF SAID SECTION 20, SOUTH 00'24'55" WEST, A LFOUND Boundary Closure Report Course. N 00 ' 1 0 "35 "W Length: 719.58' e: N89'14'25 "E Length: 299,77' Course: S00'10'35 "E Length: 119.58' Course: S8914'25 "W Length: 299.77' Error Closure: 0.00 Course: N00'00'00 "E Error North: 0.000 Eost: 0.000 /5 REBAR Precision 1: 838700000.00 YELLOW CAP 'LS 11389' Surveyor's Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO PHYLLIS CLARK AND FIDELITY NATIONAL TITLE COMPANY, THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED DY ME OR UNDER MY RESPONSIBLE CHARGE ON MAY 16. 2011; THAT SAID SURVEY AND THE ATTACHED PRINT HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. 38 -51 -102 (9, "IMPROVEMENT SURVEY Q p0 RE� v; JOHN B. GUYTC " ;1 COLORADO P.L.S. #1640 FSI JOB NO. 11- 58,129 CHAIRMAN & CEO, FLATIRONS, IN IMPROVEMENT SURVEY PLAT PREPARED FOR Phyllis Clark Others (See Note 3) SHEET T OF 1 ORA NN BY.- F'(Ufiron$ 1116,. _ E. OILBEIT 5710 x -ding, Errgin",mg.L GeonruIwY OATS 121 1115 AK. - 1E 395 y � l ° ' „ 655 F11JR H AVE APRIL 29. 3011 BOULO[Ii CO 80301 LDNCMONi CO 60501 PH ( }03) �3 -7001 PH: (,103) 276 -1733 FSl J08 N0. FAX: (30 }) i43 -9630 FAX (303) 776 -4355 11- 58.129 ... _. ,.,_........ _ LFOUND Boundary Closure Report Course. N 00 ' 1 0 "35 "W Length: 719.58' e: N89'14'25 "E Length: 299,77' Course: S00'10'35 "E Length: 119.58' Course: S8914'25 "W Length: 299.77' Error Closure: 0.00 Course: N00'00'00 "E Error North: 0.000 Eost: 0.000 /5 REBAR Precision 1: 838700000.00 YELLOW CAP 'LS 11389' Surveyor's Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO PHYLLIS CLARK AND FIDELITY NATIONAL TITLE COMPANY, THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED DY ME OR UNDER MY RESPONSIBLE CHARGE ON MAY 16. 2011; THAT SAID SURVEY AND THE ATTACHED PRINT HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. 38 -51 -102 (9, "IMPROVEMENT SURVEY Q p0 RE� v; JOHN B. GUYTC " ;1 COLORADO P.L.S. #1640 FSI JOB NO. 11- 58,129 CHAIRMAN & CEO, FLATIRONS, IN IMPROVEMENT SURVEY PLAT PREPARED FOR Phyllis Clark Others (See Note 3) SHEET T OF 1 ORA NN BY.- F'(Ufiron$ 1116,. _ E. OILBEIT 5710 x -ding, Errgin",mg.L GeonruIwY OATS 121 1115 AK. - 1E 395 y � l ° ' „ 655 F11JR H AVE APRIL 29. 3011 BOULO[Ii CO 80301 LDNCMONi CO 60501 PH ( }03) �3 -7001 PH: (,103) 276 -1733 FSl J08 N0. FAX: (30 }) i43 -9630 FAX (303) 776 -4355 11- 58.129 ... _. ,.,_........ _ Surveyor's Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO PHYLLIS CLARK AND FIDELITY NATIONAL TITLE COMPANY, THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED DY ME OR UNDER MY RESPONSIBLE CHARGE ON MAY 16. 2011; THAT SAID SURVEY AND THE ATTACHED PRINT HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. 38 -51 -102 (9, "IMPROVEMENT SURVEY Q p0 RE� v; JOHN B. GUYTC " ;1 COLORADO P.L.S. #1640 FSI JOB NO. 11- 58,129 CHAIRMAN & CEO, FLATIRONS, IN IMPROVEMENT SURVEY PLAT PREPARED FOR Phyllis Clark Others (See Note 3) SHEET T OF 1 ORA NN BY.- F'(Ufiron$ 1116,. _ E. OILBEIT 5710 x -ding, Errgin",mg.L GeonruIwY OATS 121 1115 AK. - 1E 395 y � l ° ' „ 655 F11JR H AVE APRIL 29. 3011 BOULO[Ii CO 80301 LDNCMONi CO 60501 PH ( }03) �3 -7001 PH: (,103) 276 -1733 FSl J08 N0. FAX: (30 }) i43 -9630 FAX (303) 776 -4355 11- 58.129 ... _. ,.,_........ _ Record; 11 A I; 42(x ! ! f ;►*:J of ` 420