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Home My WebLink AboutSite Plan1 11 M O 8i r IJJ N O N 0 N FOUND REBAR & CAP- L.S.22580, 75.12' W.C. Planning to dig 3' wide and approximately 3' Dep I� trench for future fogters. This barn/green hous�in the same locVv js tpe previous structure (slightly larger to east and north) U Perimeter is 336'. approxirr yardage is 115 cubic yards move. lot is flat CAP LS.22580 LOT 2, RIES EXEMPTION PLAT ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 4, 1988 AS RECEPTION NO. 394271 COUNTY OF GARFIELD, STATE OF COLORADO N87045'07"W 243.04' ROARING FORK HIGHWATER LINE APRIL 9, 2021 1 N m \ O 0261/ \ J o RETAINING WALLS, HEADGATE & 48"CMP / z16 �6 �— rd 6�� z'�/ � eb I �jL ONCRETE BRIDGE �/110 / 0ti j/ J / / / /, i I P DECK STEPS PLANTER I I 0ry0j yryy1��/ ��//��0`L`•%� / / � / 111 � � I / BUILDING ENVELOPE I AND 100—YEAR 1 WOOD zs s i/ FLOODPLAIN LIMIT DECK PER RECEPTION Ir NO. 394271 N / e_z 111 / I Erosion control / SPIGOT m, a o o \I j 1 oYr J TANK TL DS S / cDicRE E p U. I S -TORI FRAME 1 N a o I 1' SE SOUR, 100 � ` GAR 2621 C' ,1b 0 1 ----- _ I — � — o \ I 1 N i� _. GENEF�,47TOR \I N — APPROXIMATE ,STEPS & —15.5 \^ ': • , •Fso /CONCRETE SONE B j N 54.0 - ".....`:., <:, LANDING AS SCALED .. FROM FEMA MAP " o 3.6'(TYPICAL 1 / / O (8 SIDES) i \ Z N i \ O PROPOSED FRAME c0 GARAGE&6265• GREENHOUSE o .:o .,`,.:: ':. :., `.'. I / LOI 2 \ I Iy i 3.00± ACRrs 44.0 ,..10.0 -T CLEANOUTS l (SEPTIC FIELD) -605 t o '� //'. y .:'. ✓- / ) . / /../ / / BERG 7— r —i FOUND REBAR & CAP LS.22580, 70.0' W.C. APPROXIMATE ZONE C —AS SCALED FROM FEMA MAP WOOD PRIVACY FENCE SITE BENCH MARK REBAR AND CAP LS NO.19598 (FIND) ELEVATION: 6266.84' ! \� /✓ s266�/� 62 _ _– .. — N83' 1 9'08"E 18.13' '.'/ / v ER►¢ L 6269 11� \1 f "— Vy / j(l �y°Y✓� ) // C // 3363 O / WAY / OUND REBAR AND T ASPHALT ROAD CAP LS 19598 ROAD_ — Ci lYj I _ _ _ — LEGEND (IN U.S. SURVEY FEET) I INCH = 30 FT. no Q TELEPHONE PEDESTAL (S) SEPTIC LID IRRIGATION RISER X IRRIGATION VALVE BOX flWj IRRIGATION PUMP cO� POWER POLE ® ELECTRICAL METER SPIGOT Q FOUND YELLOW PLASTIC CAPPED STEEL PIN LS#19598 ® FOUND RED PLASTIC CAPPED STEEL PIN LS#22580 PROPERTY DESCRIPTION LOT 2, RIES EXEMPTION ACCORDING TO THE RECORDED EXEMPTION PLAT, ALSO DESCRIBED AS: A PARCEL OF LAND SITUATED IN LOT 12 OF SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTYOF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 31;THENCE N. 19°41'45" E. 1471.35 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 12, ALSO BEING A POINT ON THE NORTHERLY RIGHT-OF-WAY OF COUNTY ROAD NO. 100, A FENCE POST IN PLACE;THENCE N. 81°49'39" E. ALONG SAID RIGHT-OF-WAY 207.30 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT-OF-WAY N. 00°27'27" W. 405.32 FEET TO THE ROARING FORK RIVER; THENCE S. 87'45'07" E. ALONG SAID RIVER 242.87 FEET; THENCE S. 82°47'35" E. ALONG SAID RIVER 109.96 FEET; THENCE LEAVING SAID RIVER S. 00°27'27" E. 331.92 FEET TO THE POINT ON THE NORTHERLY RIGHT-OF-WAY; THENCE S. 83°10'56" W. ALONG SAID RIGHT-OF-WAY 18.37 FEET; THENCE S. 81°49'39" W. ALONG SAID RIGHT-OF-WAY 336.36 FEET TO THE TRUE POINT OF BEGINNING. NOTES 1. DATE OF FIELD SURVEY: APRIL 1, 2014, UPDATED MAY 18, 2015 8 APRIL 9, 2021. 2. THE ASSUMED BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S81'49'41 "W ALONG THE SOUTHERLY BOUNDARY LINE BETWEEN "A" A FOUND REBAR AND CAP LS19598 AND "B" THE SOUTHWEST CORNER A SET REBAR AND CAP LS22580 AS SHOWN HEREON. 3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE BOUNDARY SHOWN AND DESCRIBED HEREON TO DETERMINE: A) OWNERSHIP OF THE TRACT OF LAND B) COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS C) RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL. 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE INSURANCE COMMITMENT. TITLE INFORMATION REFERENCED HEREON IS THE RESULT OF RESEARCH BY THIS SURVEYOR AND IS NOT NECESSARILY COMPLETE OR CONCLUSIVE. 5. THE CLIENT DID NOT REQUEST ANY ADDITIONAL EASEMENTS, RIGHTS-OF-WAY AND/OR IMPROVEMENTS BE RESEARCHED OR SHOWN ON THIS PLAT. 6. ALL DIMENSIONS AND COURSES ARE AS MEASURED IN THE FIELD UNLESS DENOTED IN PARENTHESES, WHICH DENOTE THE BOUNDARIES OF RECORD ON THE ORIGINAL PLAT OF RIES EXEMPTION AT RECEPTION NUMBER 394271 IN THE PUBLIC RECORDS OF GARFIELD COUNTY, STATE OF COLORADO. 7. ELEVATIONS SHOWN HEREON WERE DERIVED FROM GPS OBSERVATIONS ON 01-04-2014 AND ARE BASED ON NORTH AMERICAN VERTICAL. DATUM OF 1988 (NAVD88) WHICH DATA WAS OBTAINED FROM THE NATIONAL GEODETIC SURVEY ONLINE POSITIONING USER SERVICE (OPUS). 8. CONTOUR INTERVAL EQUALS 1 FOOT. 9. BUILDING MEASUREMENTS ARE AT LOWEST PRACTICABLE POINT ON VENEER. 10. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO SECTION 18-4-508 OF THE COLORADO REVISED STATUTES. - 11. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED ON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 12. NOTICE: THIS PLAT AND THE INFORMATION SHOWN HEREON MAY NOT BE USED FOR ANY ADDITIONAL OR EXTENDED PURPOSE BEYOND THAT FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES OTHER THAN THOSE TO WHICH IT IS CERTIFIED. THIS DOCUMENT AND THE WORK IT REPRESENTS IS THE PROPERTY OF HIGH COUNTRY ENGINEERING, INC. NO PART OF THIS DOCUMENT MAY BE STORED, REPRODUCED, DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS WITHOUT PRIOR WRITTEN PERMISSION. AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO VALIDATE THIS DOCUMENT AND IS EXCLUSIVE TO HIGH COUNTRY ENGINEERING, INC. AND THE OWNER(S) OF RECORD AS OF THIS DATE, OF THE BOUNDARY DELINEATED HEREON AND THE SUBJECT OF THE SURVEY. 13. THIS MAP IS BASED ON THE RECORDED PLAT OF RIES EXEMPTION RECORDED AUGUST 4, 1988 AS RECEPTION NO. 394271, AN IMPROVEMENT SURVEY PLAT PREPARED BY HIGH COUNTRY ENGINEERING, INC. DATED APRIL 4, 2014 AND CORNERS FOUND IN PLACE. 14. AREA OUTSIDE OF BUILDING ENVELOPE IS WITHIN THE 100 YEAR FLOODPLAIN PER ORIGINAL RIES EXEMPTION, RECORDED AUGUST 4, 1988 AS RECEPTION NO. 394271. 15. FLOOD INFORMATION WAS TAKEN FROM FEMA FLOOD INSURANCE RATE MAP OF GARFIELD COUNTY COMMUNITY PANEL NO. 0802051880 B DATED: JANUARY 3, 1986. ZONE C IS DEFINED AS AREAS OF MINIMAL FLOODING. ZONE B IS DEFINED AS AREAS BETWEEN LIMITS OF THE 100 -YEAR FLOOD AND 500 -YEAR FLOOD; OR CERTAIN AREAS SUBJECT TO 100 -YEAR FLOOD WITH AVERAGE DEPTHS LESS THAN ONE (1) FOOT OR WHERE THE CONTRIBUTING DRAINAGE AREA IS LESS THAN ONE SQUARE MILE; OR AREAS PROTECTED BY LEVEES FROM THE BASE FLOOD, 16. THIS PROPERTY IS SUBJECT TO EASEMENT AND RIGHT-OF-WAY AND WATER RIGHTS FOR THE LAUNSBURY DITCH AND PIPELINE AS SET FORTH IN INSTRUMENT RECORDED NOVEMBER 1, 1974 IN BOOK 466 AT PAGE 24. 17. ROCKY MOUNTAIN NATURAL GAS COMPANY EASEMENT AND RIGHT OF WAY RECORDED IN BOOK 472 AT PAGE 163 DOES NOT AFFECT THE SUBJECT PROPERTY, SAID EASEMENTS LIES WITHIN LOT 4 OF OF RIES EXEMPTION SUBDIVISION, 18. PIPELINE EASEMENT, RECEPTION NO. 217443, FOLLOWS COUNTY ROAD NO. 100 ALONG THE NORTHERLY EDGE OF SAID ROAD, MORE OR LESS. 19. 20' WIDE HOLY CROSS ELECTRIC. EASEMENT RECORDED IN BOOK 670 AT PAGE 761 AND BOOK 671 AT PAGE 431 HAS BEEN VACATED AND ABANDONED BY HOLY CROSS ENERGY DATED APRIL 21, 2015. FLOOD ZONE STATEMENT A PORTION OF THIS LOT LIES WITHIN FLOOD ZONE B & C ACCORDING TO FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 0802051880 B, HAVING AN EFFECTIVE DATE OF JANUARY 3, 1986. 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