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HomeMy WebLinkAboutSpumoni ConsolidationRECEPTION NO. p'�aQQ�I'bI�J m 3 J Q z 0 0 0 U C0 > col O 0 O O 0 N O N 0 0 LL 0 O 0 N m 0 OWNER'S CERTIFICATE LEGAL DESCRIPTION AS PER DEEDS DATE ��U�q��20�, TIME COUNTY OF JEFFERSON, STATE OF COLORADO,$ 13� I, KAREN GUSTAFSON, BEING THE OWNER OF REAL PROPERTY CONTAINING 0.3682 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: RECEPTION NO. F1224155 PARCEL A ALL OF THE WEST 95.7 FEET OF THE SOUTH 131.0 FEET OF THE NORTH 287.0 FEET OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, JEFFERSON COUNTY, STATE OF COLORADO ALSO KNOWN BY STREET NUMBER AS: 3283 & 3285 MARSHALL STREET RECEPTION NO. F1225990 PARCEL B SOUTH 42.04 FEET OF THE NORTH 320.10 FEET OF THE WEST 95.70 FEET OF THE WEST 0.7 OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, JEFFERSON COUNTY, STATE OF COLORADO ALSO KNOWN BY STREET NUMBER AS: VACANT LAND OVERALL METES AND BOUNDS A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 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 WEST QUARTER CORNER OF SAID SECTION (BEING A FOUND 3 J" BRASS CAP STAMPED 32429) FROM WHENCE THE CENTER QUARTER CORNER OF SAID SECTION (BEING A FOUND 3" BRASS CAP STAMPED 28279) BEARS NORTH 89°42'00" EAST A DISTANCE OF 2644.49 FEET WITH ALL BEARINGS HEREIN RELATIVE THERETO. THENCE NORTH 71'00'16" EAST A DISTANCE OF 1045.78 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00'24'45" WEST A DISTANCE OF 173.04 FEET; THENCE NORTH 89°42'00" FAST A DISTANCE OF 95.70 FEET; THENCE SOUTH 00'24'45" EAST A DISTANCE OF 173.04 FEET; THENCE SOUTH 89°42'00" WEST A DISTANCE OF 95.70 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING: 16,560 SQUARE FEET, OR 0.3801 ACRES OF LAND, MORE OR LESS. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF SPUMONI CONSOLIDATION, AN ADMINISTRATIVE SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO 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, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO. ------------- KAREN GUSTAFSON STATE OF COLORADO ) COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 3/_DAY OF -- IMARC A.D. 20 ZO BY�••_____--_ WITNESS MY HAND AND OFFICIAL SEAL. NOTARY PUBLIC MY COMMISSION EXPIRES: _AXuRy 0 zOZ_/_ Cole Allen Conger NOTARY PUSUC STATE OF COLORADO NOTARY ID 20204001419 MY COMMISSION EXPIRES Jarxwy 10, 2024 CASE HISTORY LEGEND (M) (R) (P) (C) MS -20-01 SET PIN & CAP P.L.S. 34183 SECTION CORNER MONUMENT LOT LINE PROPERTY BOUNDARY LINE CONFLICTING LOT LINE EASEMENT LINE PROPOSED ROW LINE MEASURED RECORDED PLATTED CALCULATED GRAPHIC SCALE 10 0 5 10 20 C I ( IN US SURVEY FEET ) 1 inch = 10 ft. SPUMONI CONSOLIDATION A TRACT OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO XN p I ��j� N> 0,3Ei 0 map N SITE DATA DESCRIPTION SQUARE FEET ACRES GROSS AREA 16,560 0.3801 F1224155 12,537 0.2878 F1225990 4,023 0.0923 U Z f �wLoO� _j> iMMuw D cn O N U_ OI t)LIJ0Q� _j5 i m m w 0 C C�) SET P/C POINT OF COMMENCEMENT_ FOUND 37 BRASS CAP IN RANGE BOX 0.40' BELOW GRADE "CITY OF WHEAT RIDGE LS 32429" (2001) WEST 1/4 CORNER SEC25-T3S-R69W COWR CONTROL POINT #16809 N:703180.13 E:121095.95 ELEVATION: 5451.66 LATITUDE: 39.45'43" LONGITUDE: -105'04'19" UNPLATTED SET P/C ZONED: R-2 N89042'00"E 95.70'(M&R) - ----------------- FOUND 1 j" ALUMINUM CAP "DOUGLAS ORT PLS 37066" 5' UTILITY EASEMENT y HEREBY GRANTED BY THIS PLAT IN D t1NTAEl �Ii.��N-SER OC R LOT LINE J HEREBY REMOVED BY THIS PLAT SEE GENERAL NOTE 5 10' UTILITY EASEMENT HEREBY GRANTED BY THIS PLAT REC NO. F1224155 LOT 1, SPUMONI CONSOLIDATION 16,560 SQ. FT. UNPLATTED ZONED: R-2 CONFLICTING LOT LINE HEREBY REMOVED BY THIS PLAT SEE GENERAL NOTE 5 N89042'00"E 95.70'(M&R) S89°42'00"W 95.70'( REC NO. F1225990 3' RIGHT OF WAY HEREBY DEDICATED BY THIS PLAT SQ. FT. 519 OR 0.0119 AC )4' OVERLAP UNPLATTED ZONED: R-2 CONFLICTING LOT LINE HEREBY REMOVED BY THIS PLAT 5' UTILITY EASEMENT SEE GENERAL NOTE 51 HEREBY GRANTED BY THIS PLAT T - T - - - - - - - - - - - - - - - S89042'00"W 95.70'(M&R) -- ----- - -- --------- - -- - -------- POINT OF _<< RF0TNNTNG 8.94' GAP SET P/C FOUND 1 ALUMINUM CAP "DOUGLAS ORT PLS 37066" SET P/C VICINITY MAP 9940 WEST 25TJEN LAKEWOOD, CO 303-202-1560 WWW.FALCONSURVE NO. DESCRIPTION DATE SCALE 1 "=500' Fj CHSURVEYING JOB N0. 190903 DA19090 W 35TH AVE U I w SUBJECT PROPERTY W 33RD AVE 1 0 N (n J IY In J Q U H Cn z Q Q Q J J Of Q Of cn o' 1 z r = w O w< Z Z w 1 Q 7 Z W 32ND AVE W 31 ST AVE GRAPHIC SCALE 250' 0' 250' 500' GENERAL NOTES 1. SPUMONI CONSOLIDATION IS AN ADMINISTRATIVE SUBDIVISION OF PREVIOUSLY UNPLATTED LAND, OF WHICH IS RECORDED AT RECEPTION NO. F1224155 ON APRIL 26, 2001, AND RECEPTION NO. F1225990 ON APRIL 30, 2001. 2. 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. 3. BASIS OF BEARINGS: THE GPS DERIVED SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN AS EVIDENCED BY THE WEST QUARTER CORNER OF SAID SECTION (BEING A FOUND 3 J" BRASS CAP), FROM WHENCE THE CENTER QUARTER CORNER OF SAID SECTION (BEING A FOUND 3 J" BRASS CAP), BEARS NORTH 89'42'00" EAST A DISTANCE OF 2644.49 FEET WITH ALL BEARINGS HEREIN RELATIVE THERETO. 4. SUBJECT PROPERTY LIES IN "ZONE X", AS DESIGNATED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AS PER FLOOD INSURANCE RATE MAP PANEL NO. 08059CO214F, EFFECTIVE DATE 02/05/14. 5. THE PURPOSE OF THIS SURVEY IS TO CONSOLIDATE THE 2 LEGAL DESCRIPTIONS AT RECEPTION NO. F1224155 AND F1225990 INTO A SINGLE LEGAL DESCRIPTION. DURING THE PROCESS IT WAS DISCOVERED THAT THE 2 LEGAL DESCRIPTIONS OVERLAP BY 8.94 FEET. THE SURVEYOR OF RECORD BELIEVES THAT THE 42.04 FEET AT RECEPTION NO. F1225990 WAS INTENDED TO BEGIN AT THE SOUTH LINE OF RECEPTION NO. F1224155 AS EVIDENCED BY DEED RECORDED AT RECEPTION NO. F0926327 (3225 & 3235 MARSHALL ST). 6. TEN -FOOT (10') WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL PUBLIC STREETS AND FRONT PROPERTY LINES OF EACH LOT IN THE SUBDIVISION OR PLATTED AREA. FIVE-FOOT (5) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL SIDE AND REAR 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. GEODETIC LOCATION 7. 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. 8. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 9. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: NORTHING 701687.91, EASTING 119004.18, ELEVATION 5471.69. STATEMENT OF ACCURACY THE GEODETIC POINT COORDINATE 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 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITION ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STF-007.2-1998) CITY CERTIFICATION .jJ� APPROVED THIS 2� _ DAY OF MS1r_C\N --------- foo BY THE CITY OF WHEAT RIDGE. ATTE -------- ----------- ----- --- - - ----- CI�TY LER MAYOR COMM DE ELO MEq6ffRECTOR' SURVEYOR'S CERTIFICATE I, JEFFREY J. MACKENNA DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF SPUMONI CONSOLIDATION WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORD WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMEND OMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY. pP�'• CE,y ti ��% • Mac+• s� Z --L- 3 4 18 3 --L-34/83 0 �A( L ANO ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND1 RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS -1_ DAY OFA`_________, 20&L. ,,I�/IIIIIIfff, ------ ------ JEFFERSON ----- JEFFERSO OUNTY CLERK AND RECORDER Z "EAI. . S89042'00"W 95.70'(M&R) UNPLATTED %8 3� ��-�'-'• ` 09 C0 BY: DEPUTY CLERK �'•,y��URI► .``�` ZONED: R-2 2 �N� ffallllr,` IS93,�1 R Y BASIS OF BEARING: N89042'00"E 2644.49'(M) SOUTH LINE NW 1/4 SEC25-T3S-R69W FOUND 3 J" BRASS CAP IN RANGE BOX 0.90' BELOW GRADE --- "CITY OF WHEAT RIDGE LS 28279" (1997) CENTER 1/4 CORNER SEC25-T3S-R69W COWR CONTROL POINT #16909 N:703193.98 E:123740.39 ELEVATION: 5455.12 LATITUDE: 39°45'43" LONGITUDE: -105°03'45" REVISION TABLE FALCON INC. 9940 WEST 25TJEN LAKEWOOD, CO 303-202-1560 WWW.FALCONSURVE NO. DESCRIPTION DATE DRAWN BY: CT CHSURVEYING JOB N0. 190903 DA19090