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HomeMy WebLinkAboutSurvey with Partial TopoNORM MARSH LANE GRAVEL ROADWAY 4101 46'0016 254.1)3 1‘108"00'11:14P 70.81' \ 1 \ r !I II 3.76 HR1NF.£S 1oPNER FOUNP No 5 RE5Ax ( 1 51 1 N2016'36111 62.88 ''\ N23'3227'31 151.35' 6721'24'2411/ 84.31' 11x9 SETB.RCR RELT37703 NO 7919113 \ 1\\if 1,119'37'32V 18327' 60' WIDE ROAD EASEMENT RESTR IcrIVr col/RE/AN/TS RECEPTION NO. 741293 LAND SURVEY PLAT w/PARTIAL TOPOGRAPHY A TRACT OF LAND LOCATED IN THE NW1/4 OF SECTION 20, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PM KNOWN AS LOT 12 - MOUNTAIN SPRINGS RANCH COUNTY OF GARFIELD, STATE OF COLORADO N32'05'13'10 90.98' 1, 111 l C}I TWO -MACK DRIVE fi• j)i/l I 11 Iii � J.,. . A,7 I 1 /95 Vt. .1 ¢ o 10141.12 /won - 19' NOON OF 3701011 T' LINE TIDO-TRACI: DRIVE 0160.SST16'59'6 2249.10 587"16'03'41 2249.07' Lor12 36.622± ACRES 0' I00104SEMEN6 ,apt urTurau5, WALKi144 40011810163 MATTE RESrOIC1112601 04614 RECEPTION Na. 193113 18114611(590001162194111)) SITE BENCif MARK I91,1T1n1E coRNER 52UN6 R1&A53 r.1-114- 5E110111901A0TIC CAP EREVA 41P4 3513, 94631490 7_ PROPERTY DESCRIPTION: WARRANTY DEED RECEPTION NO. 917591 A TRACT OF LAND SITUATE IN SECTION 20, TOWNSHIP 6 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN BEING MORE PARTICULARLY DESCRI5ED AS FOLLOWS? RETUNING ATA PONT WHENCE THE NORTHWEST CORNER OF SECITON 29 OF SAID TOWNSHIP AND RANGE BENTS SOUTH 327416- WEST 497013; THENCE SOUTH 623637' WEST 700.97 FEET: THENCE NORTH 88'4504' WEST 2049.61 FEET TO THE CENTER OFA ROAD A5 91.10LT AND IN PLACE; THENCE ALONG THE CENTER OF SAID ROAD THE FOLLOWING COURSES. NORTH 12'0613" WEST 9198 FEET.' THENCE NORTH 19.3712" WEST 18117 6661; THENCE NORTH 21'24124" WEST 84.31 FEET. THENCE NORTH 23'3127' WEST 15639 FEET; THENCE NORTH 221636' WEST 6288 FEET; THENCE NORTH 15.1514' WEST 7011 FEET; THENCE NORTH 41.46'06- EAST 154113 FEET; (HENCE LEAVING SAN ROAD ON A COURSE BEARING SOUTH 87'1659' EAST 2249.10 FEET TO THE POINT OF BEGINNING. ALSO KNOWN AS 107 12 MOUNTAIN SPRINGS RANCH, AN UNRECORDED PLAT TOGETHER WITH AN EASEMENT AND RIGHT-OF-WAY FOR INGRESS AND EGRESS FROM 11 -IE SUBJECT PROPERTY TO AN OPEN PUBLIC ROAD. TOGETHER WITH RIGHTS OF INGRESS AND EGRESS OVER AND ACROSS EMSTNG ROADS AND EASEMENTS CURRENTLY IN PLACE AND 1N USE ON DR FOR THE BENEFIT OF ADJACENT 650611TIE5 SUBJECT TO THE RECORDED PROTECTIVE COVENANTS FOR MOUNTAIN 5PRI71125 RANCH, INCLUDING AMENDMENTS. COUNTY OF GARFIELD STATE OF COLORADO icon _ ncfdgRO To LIX1.11. url YOU ULM, oulRfRcf MH LEC/._ 4 05fl 9 Y R301W c5. ix no EVFNI EIn, 161, 111130 DDEED CP. .eCOS"EN S WIDEN sRE Ydi AiDAILD Dow THUI TETTHEREON SURVEY NOTES: Pam r OF BEGINNING Folm0 RE&RR 5 i -i/4 YELLOW PLASTIC Gin rcM 151sllo / 5O' SETBACK / RECUT -10N NO, 799153 (111'7641) A/.8 8'90'041V 2049.61' NASD OF 8FA13I0417 1. BASIS OF BEARINGS FOR TILLS SURVEY 15 A GEARING OF 6186.4016414 ALONG THE SOUTH PROPERTY LINE BETWEEN A FOUND NO. 5 RE0AR ANDA FOUND NO. 5 REIMS 911-114" YELLOW PLASTIC CAP 1511716 AS SHOWN HEREON. 2 DATE OF FIELD SURVEY: /UNE 70, 4019 3. LINEAR UNITS USED TO PERFORM TH15 SURVEY WERE U.S. SURVEY FEET 4. THIS SURVEY 15 EASED ON WARRANTY DEED RECOROm JUNE 1.201065 RECEPTION Na 981591, A SALES MAP OF MOUNTAIN SPRINGS RANCH PREPARED BY SCITM1E5ER GORDON INEYER INC, AND MONUMENTATION POUND IN PLACE A5 SHOWN HEREON. 5- 895 SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TETE COMMITMENT, THEREFORE. ANY 11(90110P35 TO TIRE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY TRUE NORTH COLORADO LLC. 6. ELEVATIONS SHOWN HEREON ARE BASO ON GPS OBSERVATIONS UTILIZING THE CONTINUOUS OPERATING REFERENCE STATIONS (CORS] THROUGH THE MESA COUNTY RT/RN NETWORK BROAD/ CASTING NORTH AMERICAN VERTICAL DATUM INAVD99) YIELDING AN ON-SITE RENCHMAP( ELEVATION OF 0174,72. 7. CONTOUR INTERVAL EQUALS FOOT SURVEYOR'S STATEMENT 500'36'371V 706.97' / NORTfWEST CORNER S3'CYION 29 FEKINP STONE I. RODNEY P. 6614 DO HEREBY STATE THAT THIS MONUMENT/STUD LAND SURVEY WAS PREPARED HT TRUE NORTH COLORADO. LLC FOR CHRISTOPHER DeSANTIS THAT SAID FEB SURVEY WAS PERFORMED UNDER MY SUPERVISION AND RE5P0N5T1LE CHARGE AND THAT TH[5 SURVEY MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET TOM IN CRS. SECTION 38.51.106 AND i5 TRuE AND CORRECT 10 THE SST OF MY BELIEF AND KNOWLEDGE ROWDY P KSER LICENSED PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 3B215 N 100' 50' 1 200' SCALE: 1'= 100' LEGEND p TELEPHONE PEDESTAL ® WATER IRELL W NO No 5161I46 1 TRUE NORTH COLORADO A LAND SURVEYING AND MAPPING COMPANY CHRISTOPHER DeSANTIS LAND SURVEY PLAT LOT 12 - MOUNTAIN SPRINGS RANCH COUNTY OF GARFIELD - STATE OF COLORADO TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY PO BOX 614 - 521 S. WILD HORSE DRIVE NEW CASTLE. COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO:2019 214 DRAWN RP1C DATE: JULY 15, 2019 SURVEYED LDV SHEET 1 OFo