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HomeMy WebLinkAboutGrading/Site PlansFµ I OV . PARALLEL PARKING, I SPACES N E511 t INVERT = 1666'-6° -,i. SUF 8" tvERT - " INVERT "•y,�. w`{i`,�'�ar1m ^t ,e """"�: ''R- 'adv` �' �§� 7 -e "����u, ^. -v � - £ '� _- >? � t43z�x � na^r � -a K�`*.rs, .:na..,.,y+,��i•'r-;,�.z'".`w,,y, -_-• «•„- � = - - nx , . ":fi rex' r _ S •- ' _,v S .x ^� .r 1 PARi(NCz, s- a cko dp RT NEW PROPANE TANK � .� - 7667 I — J � W VERT r %u 9 GARAGE/ /". OFFICE 7666 L� C' i 7685 . to kms _ 7684 s � - RT = ebbs ..,.......; i i - 7668 BOULDER WALL < 4'-0" —� FIR TRU EASTING BLDCs. T NA ND 7TO 5E DECONSTRUCTED, ss5 ��" , Vis" 1 HOUSE NEW TRAIN FOR' — DASHEDWWZ � 7669 i4 T 7670 n 7671 I I _ 7672- \ \ \ _7673. I ISO Please Recycle! reef) 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenlinearchitects.com ' N LU 7 O 1L 3 j � i l Q. -ft� O LU LU o::3 Z � LU w OL LL v �UZ < 3 0 A. X MARK DATE DESCRIPTION 8.9.22 SD PLANS 8.19.22 TO STRUCT 8.25.22 GRADING PERMIT 7659 /: 7658 7657 71 l 1 i f l r P� F ' GARAGE/OFFICE ELEVATION = lro69'-4� T.O. FIN. FUR.' �a TENNIS AND PICKLE BALL COURT ELEVATION = 16(o9' -4 T. 0. SLAB @ HIGH PT. HOUSE ELEVATION =X611 -8 T.O. FIN. FLR., GARAGE = 16111-2" (a PERIM. = SITE GRADING \ � N \� SITE ; GRADING PLAN a A!_EJr j 0 10 20 a _ ��� � \ �, SG• 1 � 20IN N m 0 jl ii reef) 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenlinearchitects.com ' N LU 7 O 1L 3 j � i l Q. -ft� O LU LU o::3 Z � LU w OL LL v �UZ < 3 0 A. X MARK DATE DESCRIPTION 8.9.22 SD PLANS 8.19.22 TO STRUCT 8.25.22 GRADING PERMIT 7659 /: 7658 7657 71 l 1 i f l r P� F ' GARAGE/OFFICE ELEVATION = lro69'-4� T.O. FIN. FUR.' �a TENNIS AND PICKLE BALL COURT ELEVATION = 16(o9' -4 T. 0. SLAB @ HIGH PT. HOUSE ELEVATION =X611 -8 T.O. FIN. FLR., GARAGE = 16111-2" (a PERIM. = SITE GRADING \ � N \� SITE ; GRADING PLAN a A!_EJr j 0 10 20 a _ ��� � \ �, SG• 1 � 20IN N m 0 g6Please Recycle! e=ye 1 ♦nT � _ �\ACTIAII_ PROPERTY PLAN SCALE: 1 =108' rclen linc, A R C H I T E C T S N LU N 13 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenlinearchitects.com 1 l� z u z Q W u LL LL W Q Q Q z Q Q LU U- QL MARK DATE DESCRIPTION 1 8.9.22 SD PLANS 8.19.22 TO STRUCT 8.25.22 1 GRADING PERMIT CODS ti p,q J ED e PROPERTY PLAN i I A 2.2 1 1 EXISTING CONDITIONS . I . A TRACT OF LAND SITUATED IN LOT 31, SUBDIVISION HIGH ASPEN RANCH / j� �� /1f� SECTION 36, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO /tiP.//�, // / 4kt 89— N890 59'58' E 859.99 I NOT SURVEYED_% r I r _ — - - / _ 20' EASEMENT PER RECEPTION NO. 571758-, �- --- >_ 1 -----------1------ / Z,,,-7682-- — LIMITS OF NEW TOPOGRAPHY m { '• SITE ".eases „p n� lyr t6 rr. a* c 'Str; � f x i - RedC�.)�, High Aspen Ranch 9 f' SURVEYED ON 08-06.2021 LIMITSSURVEYED ON 08-06-2021' / ' VICINITY MAP SURVEYOR'S CERTIFICATION: EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY \ \ I I I SOIL TES % PIT / / / I, BILL W.A. BAKER, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO (#23875) DO BY THESE PRESENTS CERTIFY THAT THE DRAWING SHOWN HEREON, WITH NOTES ATTACHED HERETO AND MADE A PART HEREOF, REPRESENTS A FIELD LOCATION SURVEY MADE UNDER MY DIRECT SUPERVISION OF THE IMPROVEMENTS, AS SHOWN, WITH TOPOGRAPHY AND TREES, WITHOUT REFERENCE OR TIES TO THE / 1 I BOUNDARY LINES OF THE TRACT; AND THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, AN ACCURATE DEPICTION OF SAID S\ Oo / J SURVEY IS RENDERED BY THIS MAP. _ . "-]� I \ 6 BILL W.A. BAKER, COLORADO PROFESSIONAL LAND SURVEYOR #23875 WELL \ _ / ! I ! / 3 CERTIFIED FEDERAL SURVEYOR #1699 \ \ \ RIDING ARENA\\ —\ \ 3 \\\� \ L—MOT 4 1, ,\\,7616 A - _ / /7675'3 \\ '�- f_ I �--�\�"1,4��^�/ ......7678 )B)q \\ \ \ 9 \ PAVED PARKING LOT 54 -/014 19 cuLy€� \ \ s >6)>� _ �' / 27 9 v J LI /ryc/(y' D�nnTH (/ I—E\ .E UE UE \ \ \ ,.aE.q / _ .3°/// / 5P�! / W �\ 47 `{ LECTRIC LINE OT N 7672— ""C _LOCATED TH UE ISED TOPO HY y tri / � 767 5' 7676 _ � ✓/�// /� I ! I I L'/(— \1t`, 60' ACCESSENTILR \ -� �// / / / � ////\� �'✓/ � � � � / �\\' ~ /76 \ \\\ � � \ 76j � �.� '� // / / � � � 1 � \ EASEMENT FFELUOPgta•ON LINE NOT \ 1 1 / /ABANDONE[7! WEy�. \ \\\ \ \ \ \ / / I drEvlg DTTOP ITRAPHY„ / <'v �� r pR / 4" P1�C RIB(TYP. / / / FUCK (1YP) 42 J� / / / ��/ / / � �.- � ♦ —i / � �� �/ 41 j / L /7/lju jR100' 7/-- �°'� ROCK // // ^ TREE ID TRUNK DIAMETER (INCHES) CANOPY RADIUS (FEET) TYPE 1 11 7 Spruce 2 6 16 Aspen 3 7 8 Aspen 4 8 12 Aspen 5 13 11 Spruce 6 6 9 Aspen 7 7 9 Aspen 8 6 8 Aspen 9 6 8 Aspen 10 6 7 Aspen 11 10 9 Spruce 12 8 11 Aspen 13 10 11 Aspen 14 7 8 Aspen 15 16 25 Poplar 16 11 7 Spruce 17 7 8 Aspen 18 10 13 Aspen 19 11 10 Aspen 20 11 9 Spruce 21 10 7 Spruce 22 10 7 Spruce 23 11 10 Spruce 24 11 9 Spruce 25 14 15 Spruce 26 10 12 Spruce 27 8 12 Aspen 28 7 15 Aspen 29 10 14 Aspen 30 10 15 Aspen 31 8 15 Aspen 32 6 12 Aspen 33 7 10 Aspen 34 7 11 Aspen 35 7 10 Aspen 36 8 10 Aspen 37 8 10 Aspen 38 11 9 Spruce 39 6 7 Aspen 40 10 9 Aspen 41 6 8 Aspen 42 11 11 Spruce 43 7 8 Spruce 44 8 9 Spruce 45 11 11 Aspen 46 7 10 Aspen 47 8 8 Spruce 48 16 10 Spruce 49 12 14 Spruce 50 a 1D Aspen 51 7 8 Aspen 52 6 11 Aspen 53 6 8 Oak 64 7 6 Spruce LIDS 71 �PPROX./SEP7�C FI LD / I /41 I. A. / 43 m / //� • 444„SER,(fYP.) / \1 � a 1.4111111 l l ONE STORY WOOD $ / / / I BUILDING y�� / 'o �4” P�rC RISER7p-)V /�* I i I�a/ FF=7888.05 I / / //��,- // / /1 /1 /1 /1 1 61PIZ IN 54 e�o 52 ° �.� %/-u j //l/// / l _ /// ELD / / / / / 60' / CCE�6A1TIyl /tel / / /// ( �APPRDX. SF,PTIC FI FUELTANK 4" PVC RESER (TYP\)J-� ' I - - / / / / / / / / / / MIT OF NSW T(�POG PHY JJJ / SU EYEpf ON 0-06- 21 / I 1 I ONE STORY WOOD I ` BUILDING -768 ��� �yAZ / I (IN U.S. SURVEY FEET) 1 INCH = 30 FT. > M D] m N OD Z 2 O x LL } WIL (9 O D. 0 ❑ w a Q N OD O N m 0 0] > Q N r m m ❑ m O LEGEND m w 0 LINES _ < O Lj IW I..L ❑ U ❑ v_ BOUNDARY OR LOT LINE BUILDING OVERHANG LINE . • — . — • — — • — • — FLOW LINE I 1 — 6020 — MAJOR CONTOUR LINE Z — — MINOR CONTOUR LINE _ w —w—w— WATER LINE > M D] m N OD Z 2 O x LL } WIL (9 O D. 0 ❑ w a Q N OD O N m 0 0] > Q N r m m ❑ m O LEGEND m w � LINES _ < O Lj ❑ U ❑ v_ BOUNDARY OR LOT LINE BUILDING OVERHANG LINE . • — . — • — — • — • — FLOW LINE I 1 — 6020 — MAJOR CONTOUR LINE Z — — MINOR CONTOUR LINE _ w —w—w— WATER LINE _ _ ^ L ur UT Ur UNDERGROUND TELEPHONE LINE /LiJI G c c GAS LINE Z N Lb UE UE uE UNDERGROUND ELECTRIC LINE��Ly _' o UT U7 UT TELEPHONE LINE (NOT RELOCATED)I , i 0_ , 0) c c c GAS LINE RELOCATED) Wj 0 (NOT , T Ld UE UE ue ELECTRIC LINE (NOT RELOCATED) Z O 0 .-. U WIRE FENCE LINE WOOD FENCE LINE LINK FENCE LINE z Z CHAIN -.; -., 0 ROCK WALL , i W x 1\ U Q <(L — • — — • — — • LIMITS OF UPDATED TOPOGRAPHY HATCHES ]y Y Q Li? -1 HATCH BUILDING LINE HATCHI — !`7— g O DECK L• m O O >z • ASPHALT .^ 1� 0) CONCRETE LLI GRAVEL 0 Z / FLAGSTONE ,O U 0 SYMBOLS 'T / TELEPHONE PEDESTAL .1( 11• �- ❑E ELECTRICAL TRANSFORMER 0 ELECTRICAL VAULT E ELECTRICAL METER -�- STREET SIGN ® WELL nB IRRIGATION VALVE BOX ® WATER MANHOLE • NOTES 1. DATE OF FIELD SURVEY: FEBRUARY 112021, AT THE TIME OF THE SURVEY THERE WAS 2-4 FEET OF SNOW ON THE GROUND. REVISED TOPOGRAPHY SURVEYED AUGUST 6, 2021. 2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE BOUNDARY SHOWN AND DESCRIBED HEREON TO DETERMINE: z A) OWNERSHIP OF THE TRACT OF LAND O B) COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS C) RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL. O U) 3. THIS SITE PLAN WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE INSURANCE 0 } COMMITMENT. TITLE INFORMATION REFERENCED HEREON IS THE RESULT OF RESEARCH BY THIS (n Z' SURVEYOR AND IS NOT NECESSARILY COMPLETE OR CONCLUSIVE. 4. THE CLIENT DID NOT REQUEST ANY ADDITIONAL EASEMENTS, RIGHTS-OF-WAY AND/OR iI LUQ U Z J 0 � IMPROVEMENTS BE RESEARCHED OR SHOWN ON THIS SITE PLAN. ALL EASEMENTS, O =' RIGHTS-OF-WAY AND OTHER MATTERS SHOWN HEREON ARE REFERENCED FROM THE AMENDED = U I_-' LLI U PLANNED COMMUNITY PLAT FOR HIGH ASPEN RANCH, RECORDED AS RECEPTION NUMBER 571758 U Z Q I" IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER, IN THE GREAT STATE OF Z Z COLORADO. O >- x 5. ELEVATIONS SHOWN HEREON WERE DERIVED FROM GPS OBSERVATIONS ON 02-11-2021 AND ARE z (1-I _ U d BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) WHICH DATA WAS OBTAINED FROM THE NOAA ONLINE POSITIONING USER SERVICE (OPUS). _J U Ld Z Z 2 6. CONTOUR INTERVAL EQUALS 1 FOOT. z Q Q f= Ld 7. BUILDING MEASUREMENTS ARE AT LOWEST PRACTICABLE POINT ON VENEER.I1-I wU X 8. UNDERGROUND UTILITIES HAVE BEEN MARKED OUT BY OTHERS, ONLY PAINT MARKS AND UTILITY LL U FLAGS HAVE BEEN LOCATED BY HIGH COUNTRY ENGINEERING, INC. THE ACTUAL LOCATION OF X .. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION. < m 9. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY (-- MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) O MISDEMEANOR PURSUANT TO SECTION 18-4-508 OF THE COLORADO REVISED STATUTES. ,•,J 10. 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 PROJECT NO. 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. 2201742.00 11. 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 SHEET NUMBER PRODUCTS WITHOUT PRIOR WRITTEN PERMISSION. AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO VALIDATE THIS DOCUMENT AND IS EXCLUSIVE TO HIGH COUNTRY ENGINEERING, OF INC. AND THE OWNER(S) OF RECORD AS OF THIS DATE, OF THE BOUNDARY DELINEATED HEREON 1'. SW4, SE -14 SECTION 25 NW4, NE -14 SEC 36 R PARCEL 19 35.29 Acres± RESOLVED BOUNDARY PARCEL 19 AFTER TRANSFER TRACT CONVEYANCE I I SE -1 4, SE4 SECTION 25 © TRUE POINT OF BEGINNING AMENDED AND RESTATED PARCEL 19 SOUTH LINE Sa SEj SECTION 25 [BASIS OF BEARINGS] NE4, NE4 SEC 36 TRUE POINT OF BEGINNING AMENDED AND RESTATED PARCEL 31 GRAPHIC SCALE N 88059'08" W 1292.87' --- PARCEL 31 36.02 Acres± RESOLVED BOUNDARY PARCEL 31 AFTER TRANSFER TRACT CONVEYANCE .')0 (IN U.S. SURVEY FEET) 1 INCH = 150 FT. TRANSFER TRACT /r ME 1 co(o w Iw � I� 00 100 LU i w Z 1Q I� 010 SIO C la = I= U)U) zlz O 10 1� PARCELS 19 & 31, SUBDIVISION HIGH ASPEN RANCH SECTIONS 25 & 36, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH P.M. & SECTIONS 30 & 31, TOWNSHIP 6 SOUTH, RANGE 87 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO 1 1 SEA, SE4 SW4, SW4 I SEC 30 SEC 25 , -----?5 130 _ O 36 31 COMMIENCEEMENT 1 E-4 I 1 1 NE4, N 4 I NW -4, NW -a SEC 36 I SEC 31 I 3: c� co W W Z I Z �I Q I �I 010 FDI co 11) 0-1 a - =I U) (n Z 01 0 I MONUMENT LEGEND. FOUND 21N. IRON PIPE W/2.51N. BLM BRASS CAP ® FOUND RED PLASTIC CAPPED STEEL PIN LS#24303 I 0I FOUND YELLOW PLASTIC CAPPED STEEL PIN LS#37935 PARCEL 31 OF THE AMENDED PLANNED COMMUNITY PLAT FOR HIGH LD In , ASPEN RANCH, HEREBY AMENDED AND RESTATED: CONVEYANCE PARCEL: A PARCEL OF LAND, SITUATED IN THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 6 SOUTH, RANGE 88 WEST, AND THE A PARCEL OF LAND, SITUATED IN THE NORTHEAST QUARTER OF THE NORTHEST QUARTER OF SECTION 36, NORTHWEST QUARTER OF SECTION 31, TOWNSHIP 6 SOUTH, RANGE 87 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF TOWNSHIP 6 SOUTH, RANGE 88 WEST, TO WIT: GARFIELD, STATE OF COLORADO, DELINEATED AS PARCEL 19 ON THAT INSTRUMENT RECORDED 3 NOVEMBER 2000 UNDER RECEPTION NUMBER 571758 IN THE PUBLIC RECORDS OF THE SAID COUNTY AS THE AMENDED PLANNED COMMUNITY PLAT FOR COMMENCING AT THE NORTHEAST CORNER OF THE SAID SECTION 36, THE SAID CORNER MONUMENTED BY A O 0) '-' oD . O FOUND 2 INCH IRON PIPE WITH 2.5 INCH GLO BRASS CAPPED PIPE (1924); THENCE, ALONG THE NORTHERLY HIGH ASPEN RANCH, TO WIT: BOUNDARY LINE OF THE SAID SECTION 36, N 88°59'08" W, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE COMMENCING AT THE NORTHEAST CORNER OF THE SAID SECTION 36, THE SAID CORNER MONUMENTED BY A FOUND 2 INCH HERETO, A DISTANCE OF 1292.87 FEET TO THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SAID SECTION 36, THE SAID POINT MONUMENTED BY A FOUND 518 INCH IRON PIN IRON PIPE WITH 2.5 INCH GLO BRASS CAPPED PIPE (1924); THENCE, ALONG THE NORTHERLY BOUNDARY LINE OF THE SAID SECTION 36, N 88°59'08" W, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE HERETO, A DISTANCE OF 1292.87 FEET TO THE WITH RED PLASTIC CAP MARKED PLS 24303; THENCE, ALONG THE WESTERLY BOUNDARY LINE OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SAID SECTION 36, THE SAID POINT QUARTER OF THE NORTHEAST QUARTER OF THE SAID SECTION 36, S 01157'18"W, A DISTANCE OF 288.37 FEET, THE NORTHWEST MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH RED PLASTIC CAP MARKED PLS 24303; THENCE, ALONG THE WESTERLY SAID CORNER MONUMENTED BY A FOUND 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 37935; THENCE, ALONG THE COMMON BOUNDARY LINE OF PARCELS 19 AND 31 DELINEATED ON THAT INSTRUMENT BOUNDARY LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SAID SECTION 36, S 01°57'18° W, A RECORDED 3 NOVEMBER 2000 UNDER RECEPTION NUMBER 571758 IN THE PUBLIC RECORDS OF THE SAID COUNTY DISTANCE OF 288.37 FEET TO THE NORTHWEST CORNER OF THE HEREIN DESCRIBED PARCEL 31, THE SAID CORNER BY A FOUND 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 37935, THE SAID POINT BEING THE TRUE AS THE AMENDED PLANNED COMMUNITY PLAT FOR HIGH ASPEN RANCH, MONUMENTED S 88°52'20" E, A DISTANCE OF 730.22 FEET, THE SAID CORNER MONUMENTED BY A SET 5/8 -INCH IRON PIN WITH POINT OF BEGINNING; YELLOW PLASTIC CAP MARKED PLS 23875, THE SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE, ALONG THE NORTHERLY BOUNDARY LINE OF THE SAID PARCEL 31, AND THE COMMON BOUNDARY LINE OF PARCELS 19 AND 31 OF THE SAID RECORDED PLAT, S 88°52'20" E, A DISTANCE OF 730.22 FEET, THE SAID CORNER MONUMENTED BY A SET THENCE, ALONG THE COMMON BOUNDARY LINE OF THE HEREIN DESCRIBED AMENDED AND RESTATED PARCELS 19 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 23875; THENCE, ALONG THE COMMON BOUNDARY LINE OF THE AND 31, N 64°56'37" E, A DISTANCE OF 301.52 FEET, THE SAID CORNER MONUMENTED BY A SET 578 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 23875; THENCE, ALONG THE COMMON BOUNDARY LINE OF THE HEREIN HEREIN DESCRIBED AMENDED AND RESTATED PARCELS 19 AND 31, N 64°56'37" E. A DISTANCE OF 301.52 FEET, THE SAID CORNER MONUMENTED BY A SET 518 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 23875; THENCE, ALONG THE DESCRIBED AMENDED AND RESTATED PARCELS 19 AND 31, S 09°44'32" E, A DISTANCE OF 242.31 FEET, THE SAID COMMON BOUNDARY LINE OF THE HEREIN DESCRIBED AMENDED AND RESTATED PARCELS 19 AND 31, S 09°44'32" E, A CORNER MONUMENTED BY A SET 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 23875; THENCE, ALONG THE COMMON BOUNDARY LINE OF PARCELS 19 AND 31 OF THE SAID RECORDED PLAT (RECEPTION NUMBER DISTANCE OF 242.31 FEET, THE SAID CORNER MONUMENTED BY A SET 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED COMMON BOUNDARY LINE OF PARCELS 19 AND 31 OF THE SAID RECORDED PLAT (RECEPTION 571758), S 59°32'15" E, A DISTANCE OF 214.15 FEET, THE SAID CORNER MONUMENTED BY A FOUND 5/8 -INCH IRON PIN PLS 23875; THENCE, ALONG THE NUMBER 571758), S 59°32'15" E, A DISTANCE OF 198.80 FEET, TO A POINT ON THE CENTERLINE OF HIGH ASPEN DRIVE AS WITH YELLOW PLASTIC CAP MARKED PLS 19598; THENCE, ALONG THE COMMON BOUNDARY LINE OF PARCELS 19 AND 31 OF THE SAID RECORDED PLAT (RECEPTION NUMBER 571758), N 88°52'20" W, A DISTANCE OF 129.58 FEET TO DELINEATED THEREON, THE SAID CORNER MONUMENTED BY A FOUND MAG NAIL (NO WASHER); THENCE, ALONG THE COMMON LEIZ BOUNDARY LINE OF PARCELS 1 AND 31 OF THE SAID RECORDED PLAT, S 66°12'42" E, A DISTANCE OF 137.33 FEET, THE SAID THE POINT OF BEGINNING. CORNER MONUMENTED BY A FOUND 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 19598; THENCE, ALONG THE COMMON BOUNDARY LINE OF PARCELS 1 AND 31 OF THE SAID RECORDED PLAT, S 16°40'07" E, A DISTANCE OF 615.95 FEET, THE THE SAID PARCEL OF LAND IS COMPRISED OF 28,436 SQUARE FEET, (0.65 ACRES), MORE OR LESS. SAID CORNER MONUMENTED BY A FOUND 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 19598; THENCE, ALONG IL THE COMMON BOUNDARY LINE OF PARCELS 1 AND 31 OF THE SAID RECORDED PLAT, S 24°10'50" W, A DISTANCE OF 671.81 FEET, NOTES THE SAID CORNER MONUMENTED BY A FOUND 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 19598;THENCE, ALONG THE SOUTHERLY BOUNDARY LINE OF THE HEREIN DESCRIBED PARCEL 31, N 88°52'42" W, A DISTANCE OF 173.63 FEET TO 1. DATE OF FIELD SURVEY: APRIL 19 AND MAY 4, 2022. THE MOST SOUTHWESTERLY CORNER THEREOF, THE SAID CORNER MONUMENTED BY A FOUND 518 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 19598; THENCE, ALONG THE SOUTHWESTERLY BOUNDARY LINE OF THE HEREIN DESCRIBED 2 THE PURPOSE OF THIS PLAT IS TO AMEND THE BOUNDARIES OF PARCELS 19 AND 31. PARCEL 31, N 01°06'24" E, A DISTANCE OF 416.13 FEET, TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SAID SECTION 36, THE SAID CORNER MONUMENTED BY A FOUND 5/8 -INCH 3. ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 19598; THENCE, ALONG THE SOUTHERLY BOUNDARY LINE OF THE FOUND NORTH AMERICAN DATUM 1983. THE REFERENCE BEARING BETWEEN A (A FOUND 2" IRON PIPE WITH 2.5" BLM 3. CE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SAID SECTION 36 AND THE SOUTHERLY BOUNDARY LINE OF THE BRASS CAP AND B (A FOUND REBAR WITH RED PLASTIC CAP, PLS ) IS 89-59-08-'W.NPIPE ) HEREIN DESCRIBED PARCEL 31, N 88°52'31" W, A DISTANCE OF 1111.21 FEET TO THE SOUTHWEST CORNER THEREOF, THE SAID CORNER MONUMENTED BY A FOUND 5/8 -INCH IRON PIN (NO CAP); THENCE, ALONG THE WESTERLY BOUNDARY LINE OF THE 4 THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE BOUNDARY SHOWN AND NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SAID SECTION 36 AND THE WESTERLY BOUNDARY LINE OF THE DESCRIBED HEREON TO DETERMINE: HEREIN DESCRIBED PARCEL 31, N 01°51'23" E, A DISTANCE OF 1043.89 FEET TO THE POINT OF BEGINNING. A) OWNERSHIP OF THE TRACT OF LAND THE SAID PARCEL OF LAND IS COMPRISED OF 1,569,110 SQUARE FEET, (36.02 ACRES), MORE OR LESS. B) COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS C) RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL. PARCEL 19, OF THE AMENDED PLANNED COMMUNITY PLAT FOR HIGH 5. DUE TO INSUFFICIENT PHYSICAL EVIDENCE OF SURVEY MONUMENTATION CONTROLLING THE BOUNDARY ASPEN RANCH, HEREBY AMENDED AND RESTATED: LOCATIONS OF THE SUBJECT PARCEL OF LAND, A GRANT BOUNDARY ADJUSTMENT WAS UTILIZED CONFORMING TO THE EXISTING RECOVERED AND VALIDATED SURVEY MONUMENTS SHOWN HEREON AND A PARCEL OF LAND SITUATED IN THE SOUTHWEST QUARTER OF SECTION 30, AND THE NORTHWEST QUARTER OF SECTION 31, PRESERVING THE GEOMETRY OF THE ORIGINAL LOTTED PARCEL. TOWNSHIP 6 SOUTH, RANGE 87 WEST AND THE SOUTHEAST QUARTER OF SECTION 25, AND THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 6 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF 6. FOR ALL INFORMATION REGARDING EASEMENT, RIGHTS-OF-WAY AND/OR TITLE OF RECORD, HIGH H COUNTRY COLORADO, DELINEATED AS PARCEL 19 ON THAT INSTRUMENT RECORDED 3 NOVEMBER 2000 UNDER RECEPTION NUMBER 571758 ENGINEERING, INC. RELIED UPON TITLE COMMITMENT ORDER NO. BAR64004841 ISSUED BY LAND TITLE IN THE PUBLIC RECORDS OF THE SAID COUNTY AS THE AMENDED PLANNED COMMUNITY PLAT FOR HIGH ASPEN RANCH, TO WIT: GUARANTEE COMPANY, EFFECTIVE DATE: JANUARY 7, 2022 FOR PARCEL 19 AND TITLE COMMITMENT ORDER NO. ABS64004840 ISSUED BY LAND TITLE GUARANTEE COMPANY, EFFECTIVE DATE: JANUARY 21, 2022 FOR COMMENCING AT THE SOUTHEAST CORNER OF THE SAID SECTION 25, THE SAID CORNER MONUMENTED BY A FOUND 2 INCH IRON PARCEL 31 . THIS PROPERTY IS SUBJECT TO ALL CONDITIONS AND RESTRICTIONS CONTAINED THEREIN. PIPE WITH 2.5 INCH GILD BRASS CAPPED PIPE (1924); THENCE, ALONG THE SOUTHERLY BOUNDARY LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAS T QUARTER OF THE SAID SECTION 25, 7. THE CLIENT DID NOT REQUEST ANY ADDITIONAL EASEMENTS, RIGHTS-OF-WAY AND/OR IMPROVEMENTS BE N 88°59'08" W, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE HERETO, A DISTANCE OF 1292.87 FEET TO THE SOUTHWEST RESEARCHED OR SHOWN ON THIS PLAT. CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SAID SECTION 25, THE SAID POINT MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH RED PLASTIC CAP MARKED PLS 24303, THE SAID POINT BEING THE TRUE POINT OF BEGINNING; 8. ALL DIMENSIONS AND COURSES ARE AS MEASURED IN THE FIELD UNLESS DENOTED IN PARENTHESES, WHICH DENOTE THE BOUNDARIES OF RECORD ON THE AMENDED PLANNED COMMUNITY PLAT OF HIGH ASPEN THENCE, ALONG THE SOUTHERLY BOUNDARY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SAID RANCH, RECEPTION NUMBER 571758 IN THE PUBLIC RECORDS OF GARFIELD COUNTY, STATE OF COLORADO. SECTION 25, N 89°09'56" W, A DISTANCE OF 268.46 FEET TO MOST WESTERLY CORNER OF THE HEREIN DESCRIBED PARCEL 19, THE SAID CORNER MONUMENTED BY A FOUND 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 19598; THENCE, DEPARTING 9, BUILDING MEASUREMENTS ARE AT LOWEST PRACTICABLE POINT ON VENEER. FROM THE SAID SOUTHERLY BOUNDARY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SAID SECTION 25, AND ALONG THE COMMON BOUNDARY LINE OF PARCELS 16 AND 19 OF THE SAID RECORDED PLAT, N 18°15'15" E, A DISTANCE 10. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR OF 838.82 FEET TO THE NORT HWEST CORNER OF THE HEREIN DESCRIBED PARCEL 19, THE SAID CORNER MONUMENTED BY A LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO FOUND 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 19598; THENCE, DEPARTING FROM THE SAID COMMON SECTION 18-4508 OF THE COLORADO REVISED STATUTES. BOUNDARY LINE COINCIDENTAL TO PARCELS 16 AND 19, AND ALONG THE COMMON BOUNDARY LINE OF PARCELS 17 AND 19 OF THE SAID RECORDED PLAT, S 88°5905" E, A DISTANCE OF 1050.61 FEET A POINT ON THE CENTERLINE OF HIGH ASPEN DRIVE, THE 11. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ON ANY DEFECT SAID CORNER MONUMENTED BY A SET MAG NAIL WITH 2 -INCH ALLOY WASHER MARKED PLS 23875, AND WITNESSED N 88°55'05" W, IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY 40.00 FEET DISTANT BY A FOUND 5/8 -INCH IRON PIN WITH ORANGE PLASTIC CAP MARKED PLS 19598; THENCE, DEPARTING FROM ACTION BASED ON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE SAID COMMON BOUNDARY LINE COINCIDENTAL TO PARCELS 17 AND 19, AND ALONG THE CENTERLINE OF THE SAID HIGH CERTIFICATION SHOWN HEREON. ASPEN DRIVE AND THE COMMON BOUNDARY LINE OF PARCELS 18 AND 19 OF THE SAID RECORDED PLAT, S 10°111 3"E , ADISTANCE OF 433.25 FEET TO A POINT OF CURVATURE, THE SAID CORNER MONUMENTED BY A SET MAG NAIL WITH 2 -INCH ALLOY WASHER 12. NOTICE: THIS PLAT AND THE INFORMATION SHOWN HEREON MAY NOT BE USED FOR ANY ADDITIONAL OR MARKED PLS 23875; THENCE, CONTINUING ALONG THE CENTERLINE OF THE SAID HIGH ASPEN DRIVE AND THE COMMON EXTENDED PURPOSE BEYOND THAT FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES BOUNDARY LINE OF PARCELS 18 AND 19 OF THE SAID RECORDED PLAT, 128.71 FEET ALONG THE ARC OF A CIRCULAR CURVE, OTHER THAN THOSE TO WHICH IT IS CERTIFIED. THIS DOCUMENT AND THE WORK IT REPRESENTS IS THE TURNING TO THE RIGHT, WHOSE RADIUS IS 200.05 FEET; (LONG CHORD BEARS S 08°14'43" W, 126.50 FEET) TO A POINT OF PROPERTY OF HIGH COUNTRY ENGINEERING, INC. NO PART OF THIS DOCUMENT MAY BE STORED, TANGENCY, THE SAID CORNER MONUMENTED BY A SET MAG NAIL WITH 2 -INCH ALLOY WASHER MARKED PLS 23875; THENCE, REPRODUCED, DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS WITHOUT PRIOR WRITTEN CONTINUING ALONG THE CENTERLINE OF THE SAID HIGH ASPEN DRIVE AND THE COMMON BOUNDARY LINE OF PARCELS 18 AND 19 PERMISSION. AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO VALIDATE THIS DOCUMENT AND OF THE SAID RECORDED PLAT, S 24°26'36" W, A DISTANCE OF 12.80 FEET THE SAID CORNER MONUMENTED BY A SET MAG NAIL IS EXCLUSIVE TO HIGH COUNTRY ENGINEERING, INC. AND THE OWNER(S) OF RECORD AS OF THIS DATE, OF WITH 2 -INCH ALLOY WASHER MARKED PLS 23875, THE SAID CORNER WITNESSED S 60°24'38 E, 40.31 FEET DISTANT BY A FOUND THE BOUNDARY DELINEATED HEREON AND THE SUBJECT OF THE SURVEY. THIS PLAT IS RESTRICTED TO THE 518 -INCH IRON PIN WITH ORANGE PLASTIC CAP MARKED PLS 19598; THENCE, DEPARTING FROM THIS PORTION OF THE SAID INTENT OF TITLE 38, ARTICLE 50, §101, 5 (a) AND (b) C.R.S. CENTERLINE OF THE SAID HIGH ASPEN DRIVE AND CONTINUING ALONG THE COMMON BOUNDARY LINE OF PARCELS 18 AND 19 OF THE SAID RECORDED PLAT, S 60'24'38'E, A DISTANCE OF 602.08 FEET TO A POINT ON THE CENTERLINE OF ANOTHER PORTION OF THE SAID HIGH ASPEN DRIVE, AND THE MOST NORTHEASTERLY CORNER OF THE HEREIN DESCRIBED PARCEL 19, THE SAID SURVEYOR'S CERTIFICATION CORNER MONUMENTED BY A SET MAG NAIL WITH 2 -INCH ALLOY WASHER MARKED PLS 23875, THE SAID CORNER WITNESSED N 60°24'38 W 40.00 FEET DISTANT BY A FOUND 5/8 -INCH IRON PIN WITH ORANGE PLASTIC CAP MARKED PLS 19598; THENCE, ALONG I, BILL W.A. BAKER, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO (#23875) DO BY THE CENTERLINE OF THE SAID HIGH ASPEN DRIVE AND THE COMMON BOUNDARY LINE OF PARCELS 1 AND 19 OF THE SAID THESE PRESENTS CERTIFY THAT THE DRAWING SHOWN HEREON, WITH NOTES ATTACHED HERETO AND MADE A RECORDED PLAT, 44.99 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE, TURNING TO THE LEFT, WHOSE RADIUS IS PART HEREOF, REPRESENTS A MONUMENTED LAND SURVEY MADE UNDER MY DIRECT SUPERVISION AND THAT TO 200.94 FEET; (LONG CHORD BEARS S 23°43'44" W, 44.90 FEET) TO A POINT OF TANGENCY, THE SAID CORNER MONUMENTED BY A THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, AN ACCURATE DEPICTION OF SAID SURVEY IS RENDERED SET MAG NAIL WITH 2 -INCH ALLOY WASHER MARKED PLS 23875; THENCE, CONTINUING ALONG THE CENTERLINE OF THE SAID HIGH BY THIS PLAT. THIS SURVEY WAS CONDUCTED IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE, IS ASPEN DRIVE AND THE COMMON BOUNDARY LINE OF PARCELS 1 AND 19 OF THE SAID RECORDED PLAT, S 17°18'58" W, A DISTANCE NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. OF 193.77 FEET TO A POINT OF CURVATURE, THE SAID CORNER MONUMENTED BY A SET MAG NAIL WITH 2 -INCH ALLOY WASHER MARKED PLS 23875; THENCE, CONTINUING ALONG THE CENTERLINE OF THE SAID HIGH ASPEN DRIVE AND THE COMMON BILL W.A. BAKER, COLORADO PROFESSIONAL LAND SURVEYOR #23875 BOUNDARY LINE OF PARCELS 1 AND 19 OF THE SAID RECORDED PLAT, 233.99 FEET ALONG THE ARC OF A CIRCULAR CURVE, CERTIFIED FEDERAL SURVEYOR #1699 TURNING TO THE RIGHT, WHOSE RADIUS IS 175.82 FEET; (LONG CHORD BEARS S 55°26'32" W, 217.10 FEET) TO A POINT OF 0 / TANGENCY, TANGENCY, THE SAID CORNER MONUMENTED BY A SET MAG NAIL WITH 2 -INCH ALLOY WASHER MARKED P LS 23875; THENCE, � !4., CONTINUING ALONG THE CENTERLINE OF THE SAID HIGH ASPEN DRIVE AND THE COMMON BOUNDARY LINE OF PARCELS 1 AND 19 �AF� OF THE SAID RECORDED PLAT, N 86°25'54" W, A DISTANCE OF 38.16 FEET, TO A POINT OF CURVATURE, THE SAID CORNER MONUMENTED BY A SET MAG NAIL WITH 2 -INCH ALLOY WASHER MARKED PLS 23875; THENCE, CONTINUING ALONG THE /�*�' 5 CENTERLINE OF THE SAID HIGH ASPEN DRIVE AND THE COMMON BOUNDARY LINE OF PARCELS 1 AND 19 OF THE SAID RECORDED PLAT, 163.54 FEET ALONG THE ARC OF A CIRCULAR CURVE, TURNING TO THE LEFT, WHOSE RADIUS IS 120.00 FEET; (LONG CHORD BEARS S 54°31'36" W, 151.17 FEET), TO THE MOST SOUTHERLY CORNER OF THE HEREIN DESCRIBED PARCEL 19, THE SAID CORNER �S MONUMENTED BY A FOUND MAG NAILWASHER NO ; THENCE, DEPARTING FROM THE CENTERLINE OF THE SAID HIGH ASPEN ( ) i 70AJAL.LAh''0 3 DRIVE AND ALONG THE COMMON BOUNDARY LINE OF PARCELS 19 AND 31 OF THE SAID RECORDED PLAT, N 59°32115" W, A DISTANCE OF 198.80 FEET, THE SAID CORNER MONUMENTED BY A SET 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 23875; THENCE, ALONG THE COMMON BOUNDARY LINE OF THE HEREIN DESCRIBED AMENDED AND RESTATED PARCELS 19 AND 31, N 09°44'32" W, A DISTANCE OF 242.31 FEET, THE SAID CORNER MONUMENTED BY A SET 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 23875; THENCE, ALONG THE COMMON BOUNDARY LINE OF THE HEREIN DESCRIBED AMENDED AND RESTATED CLERK AND RECORDER'S CERTIFICATE PARCELS 19 AND 31, S 64°56'37° W, A DISTANCE OF 301.52 FEET, THE SAID CORNER MONUMENTED BY A SET 5/8 -INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 23875; THENCE, ALONG THE COMMON BOUNDARY LINE OF PARCELS 19 AND 31 OF THE THIS ACTIVITY ENVELOPE AND SITE PLAN HAS BEEN ACCEPTED FOR RECORDING IN THE OFFICE SAID RECORDED PLAT (RECEPTION NUMBER 571758), N 88°52'20" W, A DISTANCE OF 730.22 FEET TO A POINT ON THE WESTERLY OF THE CLERK AND RECORDER OF GARFIELD COUNTYCOLORADO THIS __ DAY OF _-THEAST BOUNDARY LINE OF THE NOR QUARTER OF THE NORTHEAST QUARTER OF THE SAID SECTION 36, AND THE SOUTHWEST , 2019, PLAT BOOK PAGE AS RECEPTION CORNER OF THE HEREIN DESCRIBED PARCEL 19, THE SAID CORNER MONUMENTED BY A FOUND 5/8 -INCH IRON PIN WITH YELLOW --------� ------ —____, PLASTIC CAP MARKED PLS :{7935; THENCE, ALONG THE WESTERLY BOUNDARY LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SAID SECTION 36, AND THE WESTERLY BOUNDARY LINE OF THE HEREIN DESCRIBED PARCEL 19, N 01°57'18" E, A DISTANCE OF''88.37 FEET TO THE POINT OF BEGINNING. CLERK AND RECORDER THE SAID PARCEL OF LAND IS COMPRISED OF 1,537,370 SQUARE FEET, (35.29 ACRES), MORE OR LESS. BY: DEPUTY U Z V LD In Q Z Ln ,— (\1 -06, W W O 0) '-' oD . O 11 zboo;0 �rr In z LL z z A I- >�� Q D. (o U U Z V LD In Z Ln ,— (\1 -06, W O 0) '-' oD . O zboo;0 z LL z z w >�� Q D. (o U >-- w m 00 = LJ. LL Q0 -1 � O) m3�O Z r z � ,'Q� O LEIZ U� 0 IL )Z V 2 0 T ILf)- a ¢ F 0 L LJ �U U) d Q z Ur Z 0 J U __ m LI -i d3 LLI Ed 0-) 0 O z Ld d Ed z 0 J PROJECT NO. 2201742.01 SHEET NUMBER 1 of 3 � Z 100 GRAPHIC SCALE 100 200 (IN U.S. SURVEY FEE7) 9 LOT LI1I AI➢TUSTl1ENI' PARCELS 19 & 31, SUBDIVISION HIGH ASPEN RANCH SECTIONS 25 & 36, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH P.M. & SECTIONS 30 & 31, TOWNSHIP 6 SOUTH, RANGE 87 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO w Z Z J J J U ~ z w < � 7 z a w O Z v-. 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