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HomeMy WebLinkAboutApplewood Row Subdivisionf t APPLEWOOD ROW, LLC, BEING THE OWNER OF REAL PROPERTY CONTAINING 0.8509 ACRES DESCRIBED AS FOLLOWS: THAT PART OF THE EAST 1 /2 OF TRACT 4, BROOKSIDE, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT 4, BROOKSIDE; THENCE WEST ALONG THE SOUTH BOUNDARY OF SAID TRACT 4, 114 1/2 FEET TO A POINT, -THENCE NORTH ON A LINE PARALLEL TO THE EAST BOUNDARY LINE OF SAID TRACT 4. 300 FEET. -THENCE EAST ON A LINE PARALLEL TO THE SOUTH BOUNDARY LINE OF SAID TRACT 4, 114 1 /2 FEET TO A POINT ON THE EAST LINE THEREOF; THENCE SOUTH 300 FEET, MORE OR LESS, ALONG THE EAST BOUNDARY OF TRACT 4, TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. TOGETHER WITH TRACT A, APPLEWOOD VILLAGE ESTATES SUBDIVISION, AS SHOWN ON SAID PLAT RECORDED NOVEMBER 14, 1990 IN BOOK 104 PAGE 33 AT RECEPTION NUMBER 90096819 OF THE JEFFERSON COUNTY RECORDS, COUNTY OF JEFFERSON, STATE OF COLORADO. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. A PARCEL OF LAND BEING A PORTION OF PLOT 4, BROOKSIDE SUBDIVISION RECORDED UNDER 1300K 2 -PAGE 28, AND A PORTION OF TRACT A, APPLEWOOD VILLAGE ESTATES SUBDIVISION RECORDED UNDER BOOK 104 PAGE 33, SITUATED IN THE SOUTHWEST 1/4 OF SECTION 21, TOVMSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 21 BEING A 3.25" CITY OF WHEAT RIDGE BRASS CAP "PLS 13212" FROM WHENCE THE SOUTHWEST CORNER OF SAID SECTION 21 BEING A 3.25" CITY OF WHEAT RIDGE BRASS CAP. "PLS 13212" BEARS SOUTH 89'13'12" WEST A DISTANCE OF 263.9.60 FEET AS MEASURED (COWIVR DATUM: S89'13112"W 2639.72') WITH ALL BEARINGS HEREIN RELATIVE THERETO; THENCE NORTH 89'02'43" WEST, A DISTANCE OF 991.06 FEET TO THE SOUTHEAST CORNER OF SAID PLOT 4 AND THE POINT OF, BEGINNING; THENCE SOUTH 8913'12" WEST ALONG THE NORTH RIGHT OF WAY LINE OF WEST 38TH . AVENUE A DISTANCE OF 114.50 FEET; THENCE 19.50- FEET ALONG A NON -TANGENT CURVE TO THE RIGHT NTH A RADIUS OF 17.00 FEET, A DELTA OF 65'42'51 ", AND A CHORD WHICH BEARS NORTH 33'16'15" WEST, 18.45 FEET; THENCE NORTH 00'22'48" WEST ALONG THE EAST RIGHT OF WAY LINE OF PIERSON COURT, A DISTANCE OF 245.81 FEET; THENCE 23.21 FEET ALONG A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 25.04 FEET, A DELTA OF 53'07'27", AND A CHORD WHICH BEARS NORTH 26'12'09" EAST, 22.39 FEET; THENCE NORTH 00'22'48" WEST ALONG SAID EAST RIGHT OF WAY LINE OF PIERSON COURT, A DISTANCE OF 18.62 FEET TO THE NORTH LINE OF SAID PLOT 4; THENCE NORTH 89'13'12" EAST ALONG THE NORTH LINE OF SAID PLOT 4, A DISTANCE OF 114.50 FEET TO THE NORTHEAST CORNER OF SAID PLOT 4; THENCE SOUTH 00'22'48" EAST ALONG THE EAST LINE OF SAID PLOT 4, A DISTANCE OF 300.01 FEET TO THE SOUTHEAST CORNER OF SAID PLOT 4 AND THE POINT OF BEGINNING. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND EASEMENTS UNDER THE NAME AND STYLE OF APPLEWOOD ROW SUBDIVISION, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS OF REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT FOR ALL SERVICES. THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE AND ELECTRIC LINES, GAS LINES, WATER AND SANITARY SEWER LINES, HYDRANTS, STORMWATER SYSTEMS AN PIPES, DETENTION PONDS. STREET LIGHTS AND ALL APPURTENANCES THERETO. IAIq KOEOT11,A901MEMBER ON BEHALF OF APPLEWOOD ROW, LLC STATE OF COLORADO ) SS COUNTY OF JEFFERSON } - TH OREGOING INSTRUMENT WAS AC.#OWNLE G�ED BE 5 IZ��pAY OF A.D. 20 � BY 4 0- N WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: of 69/u7S OK-7 _- JEFFREY HEWITT SKROTZKI NOTAR PUBLIC STATE OF NOTARY OLORADO NOTARY ID 2020"1018 IYIYCOiNImssK H E#Wms JANuw 8, 2I128 CITECERIEUGM APPROVED THIS 124NN DAY OF ���� 20 2!:L_ BY THE CITY OF WHEAT RIDGE. ;F5 �) d '"', T CLERK MAYOR C MMUNITY DEVELOPMENT DIRECTOR C1'.M AND RECORDER'S CERTWICATE ACCEPTED FOR RECORDING IN THE OFFICE OF THE AUNTY CLE AND RECORDER OF JEFFERSON COU TY AT GOLDS , COL DO THIS Z&V DAY OF 20 _ r JEFFE C NT CLER AND RECORDS ►+��'s4irir►y�•� +4,y BY: DEPUTY CLERK SEAT, : -4 r � S V iL 111.r109 S CERT1r 1AT1'r �ZURF►�.++`+ ��'►r►rrss+�+ I, JEFFREY J. MACKENNA DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF APPLEWOOD ROW SUBDIVISION WAS MADE BY ME OR UNDER MY DIRECT 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. IIr PREY J. MA~ENNA 34183 4 PLS 3415 yy -1 z.z r 9940 WEST 25TH AVENUE LAKEWOOD, CO 80215 S03-202-1560 WWW.FALCONSURVEYING.COM LDRAV*i1N FALC DATE: 04/23/21 REV1$.05/15/22 �NGINC. REV11:08/14/23. REV12:02/09/24 BY CAC CHKD BY&W JOB No. 210403 OF FIELD SURVEY: 02 14 .2023 21 D403_..MSP.DWG. I APPLEWOOD ROW SUBDIVISION A TRACT OF LAND SITUATED IN THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO APPLEWOOD VILLAGE ESTATES SUBDIVISION mAnv 104, PAGE 33 ZONING R1 LOT 3 ZONING R1 1 r, LEST 4 CENTERLINE &--5.26'08"(M) CENTERLINE oa' Z$ R 1554450 (M&R2) 40 {� } °°=140.10,(M) R=1504.50'(M&R2) ZONING R1 �^ °0 ChB==N85 29'38"E(M) !_=939.77'{M) LOT 14 N863S23"E(R2)139.9[] {R2 ChL=140.05'{M}. ChB$S8631'21"W(M)..•- � rs r � ­4 139.85'(R2) 586.32 45 W( M) a- i N �q ChL=139.72'{!u} CENTERLINE 0 r- c CV 139.85'(R2) 5002248"E 12 96'(M) wco °O N tp SOO 22-10"E 13.00'(R2) v z a pcp � . N89013' 12.."E(M} WEST 3 STH PLACE 114.50'(M&R1) 51.50' RIGHT OF WAY ' Y DEDICATED .1� -- (BY THIS PLAT) ❑=53007 27 0.1 Y THIS PLAT f 53007' 19"(R2) P BY TM�. R=25.04'(W] TAN GRAN`TED-3*42'31" 25.00(R2) 5.0 5.0 , } COURSE IN/OUT R=1531.00' L=23.21'(W A-88 04 20" ChL=99.09' 23.18'(R2) 51.50 to' R=25.00'B=N85'50'17'E ' 4° ' ChL=99.08' ►c L=38.43�i, ChB-_ N26° 12 09'E(M) 4 C4 1 i ChB=N43'39 22 E N2.6° 113U►► E(R2) < 1.5Cf ChL=34.76' I 00 en CU-22.39'(W 5 � l 10.001 LOT 1 N - �,Ca 22.36'W) 0 n 17,041 SQ. FT. OR ZONING R1 0 0.3912 ACRES t 4 LOT 1 ac.>` TRACT A LINE HEREBY ch C7 <�, REMOVED BY THIS PLAT pp C., a PORTION OF PLOT 4, C7 � BROOKSIDE SUBDIVISION 10.00 r*�] r- - SO= 2 PAGE 219 oa .00' UTILITY EASEMENT (HATCHED) Qa O�3 C� u) vq ©? ON _ R, HEREBY GRANTED BY THIS PLAT 't LOT LINE HEREBY \ {cr Lo C4 " - -..may CREATED BY THIS PLAT 4 �lotpp 0 , TRACT A LINE HEREBY %t 74 < REMOVED BY THIS PLAT N N €= PGR � [ C3 PLOT 4, 5.00' UTILITY EASEMENT (HATCHED) ° BROOKSiDL SUBDIMSiON HEREBY GRANTED BY THIS. PLAT `j z 'z ZGNiNG R i n m y fa - r C1404 LOT 2 ZONING R1 ZONING R1 3 � I 17,504 SQ. FT. OR PLOT 3 LOT 2 W, W . N , 0.4018 ACRES t 11 o a " = 10.00 t e► �lo .� ❑=65°42 51 (M} U. 65°43'45im I vo $ 1.5 1.50' R.O.W. HEREBY DEDICATED .00' - { � rn BY THIS PLAT R=17.00 (M& R2) 0=-90'24 00 L=19.50' &R2 ' w 5.0 ' R=25.00' _ ChB=N33°16'15''W(M} L=39.44' POINT " o SET 1" OGREEN PLASTIC CAP N33 15 48 W I ChB=N45'34 4B W " #5 REBAR ° (R2) ChL-35.48' © ON 34183" (TYP) ChL--18.45'(M�� € S89'13'12"W 97.85' ^F� 18.44 (R2) _ h E a f I N89"2'43 L9 E I� � � C3 "E 1 1 _ -- -� -� _ .." 114.50 &R1) v v -9.06, TIE IA NgB'Q6'01"E 1534.91' 0 5.00' R.O.W. HEREBY o - --- S LINE SW1 4 SEC21-T3S-R69W DEDICATED BY THIS PLAT BASIS OF BEARINGS WEST 38TH AVENUE S89°13'12"yv 2C�39.60' (M) S89013'01"W 2639.61' (R2) 60' RIGHT OF WAY S89°1.3'12"W 26393T (COWRDATUM) (BOOK 2, PAGE 28) POINT OF COMMENCEMENT - SOUTHWEST CORNER SEC21-T3S-R69W (P9!NT.15209) SOUTH I- 4 CORNER SEC21--T3S-13691 (PONT 15, 09? FOUND 3.25" BRASS CAP GRAPHIC SCALE FOUND 3.25" BRASS CAP "PLS 13212; CITY OF WHEAT RIDGE" 4a c sa 40 w 100 "PLS 13212; CITY OF WHEAT RIDGE" 0.7' B.G. IN RANGE BOX 0.2' B.G. IN RANGE BOX CURRENT CITY DATUM CURRENT CITY DATUM { IN US SURVEY Fl�'P } LAT./LONG.: 3946 09.08 , -105 07, 42.39 LAT./LONG.: 39'46'09.33'",-105.07'08.59" CITY MODIFIED SPCS. N 705701.5458, E 105230.1675 i 'mob '� CITY MODIFIED SPCS: N 705737.4766, E 107869.6467 FOUND SECTION CORNER FOUND CENTERLINE POINT (3.25" ALUM. CAP "PLS 16837-) CALCULATED CENTERLINE POINT SET PLASTIC CAP "PLS 34183" SECTION LINE CENTERLINE PROPERTY LIME NEW PROPERTY & DEDICATIONS LINE EASEMENT LINE TRACT A (REC. NO. 2018017505) ADJACENT BOUNDARY LINE MEASURED RECORDED (WD REC. NO. 2013133276 RECORDED (PLAT BOOK 104, PAGE. 33) SITE DATA TABLE LAND AREA NEW LOT 1 17,041 SQ. FT. OR 0.3912 ACRES t NEW LOT 2 17.504 SQ. FT. OR 0.4018 ACRES f ROW DEDICATION Z522 SQ. FT. OR 0.0579 ACRES t TOTAL 37.067 SQ. FT. OR 0.9509 ACRES t SCALE 1 "=500' 0 GRAPHIC SCALE 25a' 6 250' ww W *� w W r z i N'OM 1) THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE PLOT 4, BROOKSIDE (BOOK 2, PAGE 28) AND TRACT A (BOOK 104 PAGE 33) INTO 2 LOTS. 2) FALCON SURVEYING, INC. RECOMMENDS THE -PROPERTY OWNER OBTAIN A TITLE COMMITMENT TO MORE THOROUGHLY RESEARCH EASEMENTS. 3) TOTAL AREA OF SUBDIVISION IS 37,067 SQUARE FEET, OR 0.8509 ACRES MORE OR LESS: TOTAL AREA DEDICATED FOR RIGHTS OF WAY IS 2,522 SQUARE. FEET, OR 0.0579 ACRES MORE OR LESS. TOTAL AREA OF LOT 1 AFTER RIGHT OF WAY GRANTED IS 17,041 SQUARE FEET, OR 0.3912 ACRES MORE OR LESS. TOTAL AREA OF LOT 2-AFTER RIGHT OF WAY GRANTED IS 17,504 SQUARE FEET, OR 0.4018 ACRES MORE OR LESS. 4)' ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4--•508, C.R.S. 5) NOTICE: ACCORDING TO COLORADO LAW YOU. MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY 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 CERTIFICATION SHOWN HEREON. (C.R.S. 13=80-105(3)(A)) 6) FALCON SURVEYING, INC. RECOMMENDS ALL INTERESTED PARTIES RETAIN THE SERVICES OF A COMPETENT INDIVIDUAL TO CONSULT PERTINENT DOCUMENTS FOR SPECIFIC DEVELOPMENT RESTRICTIONS AND CRITERIA WHICH MIGHT APPLY TO SUBJECT PARCEL. FALCON SURVEYING, INC. AND THE SURVEYOR OF RECORD ASSUME NO RESPONSIBILITY FOR THE ZONING RESTRICTIONS UPON THE SUBJECT PROPERTY. 7) DIRECT ACCESS TO PROPERTY FROM WEST 38TH AVENUE, PIERSON COURT, AND WEST 38TH PLACE (ALL PUBLIC RIGHTS OF WAY) EXISTS AT TIME OF SURVEY. RIGHTS TO .ACCESS NOT ADDRESSED BY SURVEYOR. 8) 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 9) BASIS OF BEARINGS: THE GPS DERIVED SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE fig WEST OF THE 6TH PRINCIPAL MERIDIAN AS EVIDENCED BY A FOUND 3.25" BRASS CAP "PLS 13212, CITY OF WHEAT RIDGE," (POINT 15309) BEING THE SOUTH 1/4 CORNER OF SAID SECTION 21 LOCATED FROM WHENCE A FOUND 3.25" BRASS CAP "PLS 13212 CITY OF WHEAT RIDGE" (POINT 15269) BEING THE SOUTHWEST 1/4 CORNER OF SAID SECTION 21 BEARS SOUTH 89'13'1.2" WEST, A DISTANCE OF 2639:60 FEET AS MEASURED (COWR DATUM: S89'13'12"W 2639.72") WTH ALL BEARINGS HEREIN RELATIVE THERETO. 10) THE CURRENT CITY DATUM COORDINATE SYSTEM USED IS A GROUND --BASED MODIFIED FORM OF THE NAD 83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502, THE VERTICAL DATUM USED IS NORTH AMERICAN DATUM OF 1988 (NAVD88). THE GROUND TO GRID SCALE FACTOR IS 0.99974780300, SCALER FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES. PHAC 3 NORTHING:1701258.7500, EASTING:3118217.5810, ELEVATION: 5471.62 11) THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD83 HARN STATE PLANE COLORADO CENTRAL, FIPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED GEOSPATTAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). 12) PERMANENT STRUCTURES, IMPROVEMENTS, OBJECTS, BUILDINGS, WELLS, AND OTHER OBJECTS THAT MAY INTERFERE WITH THE UTILITY FACILITIES OR USE THEREOF (INTERFERING OBJECTS) SHALL NOT BE PERMITTED WITHIN SAID UTILITY EASEMENTS AND THE UTILITY PROVIDERS, AS GRANTEES, MAY REMOVE ANY INTERFERING OBJECTS AT NO COST TO SUCH GRANTEES, INCLUDING, WITHOUT LIMITATION, VEGETATION. PUBLIC SERVICE COMPANY OF COLORADO (PSCO) AND ITS SUCCESSORS RESERVE. THE RIGHT TO REQUIRE ADDITIONAL EASEMENTS AND TO REQUIRE THE PROPERTY OWNER TO GRANT PSCO AN EASEMENT ON ITS STANDARD FORM. 13) AREAS SHOWN ON THIS PLAT AS "ROW DEDICATION" ARE HEREBY DEDICATED TO THE CITY OF WHEAT RIDGE. 14) THE ZONING FOR LOTS 1 AND 2 IS RESIDENTIAL -ONE (R---1 ). 15) . TEN -FOOT (10'.) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL PUBLIC STREETS AND FRONT AND REAR PROPERTYLINES OF EACH LOT IN THE SUBDIVISION OR PLATTED AREA. FIVE --FOOT (5') WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL SIDE LOT LINES OF EACH LOT IN THE SUBDIVISION OR PLATTED AREA. THESE EASEMENTS ARE DEDICATED FOR THE INSTALLATION, MAINTENANCE, AND REPLACEMENT OF ELECTRIC, GAS, TELEVISION CABLE, DRAINAGE AND TELECOMMUNICATIONS FACILITIES. PERMANENT STRUCTURES AND WATER. METERS SHALL NOT BE PERMITTED WITHIN SAID UTILITY EASEMENTS. i . CASE EMMRY MS-22-02 REVISIONS NO. DESCRIPTION DES. BY: DRWN. BY: DATE 1 ADDED R.O.W. DEDICATIONS, ADJUSTED BOUNDARY GEOMETRY & AREA CAC CAC 05/17/2021 2 REVISED SUBDIVISION FROM 3 LOTS TO 2 LOTS TOTAL CAC CAC 08/20/2021 3 ADDED SET MONUMENTS CRC CAC 1.0/27/2021 4 ADDED DRAINAGE EASEMENT CAC CAC 02/10/2022 5 GEODETIC SURVEIL REQUIREMENTS CAC CAC 03/14/2022 6 REVISED SUBDIVISION PER CITY COMMENTS 05/24/2022 CAC CAC 07/11/2022 7 REVISED BOUNDARY CAC CAC D8/24/2022 $ REMOVED DRAINAGE EASEMENT CAC CAC i0/21/2022 9 . REVISED. PLAT PER CITY COMMENTS 01/20/2023 CAC CAC 02/14/2023 10 REVISED PLAT PER CITY COMMENTS 04/21/2023 CAC CAC 05/15/2023 11 REVISED PLAT PER CITY COMMENTS 06/28/2023 CAC CAC 08/14/2023 12 CORRECTION TO CERTIFICATE CAC CAC 02/09/2024 PREPARED BY-.. FALCON SURVEYING INC., 9940 WEST 257H .AVE LAKEWOOD, CO 80215 303)202-1560