Loading...
HomeMy WebLinkAboutBurke_Demo SetLn 10 v M N 0 N D` N 10 L POWER POLE WITH ELECTRIC ___METER / _7p2S• I 1 GUY WIRE \/ UNDERGROUND {vs ELECTRIC 7p2S. PARCEL A, BEARWALD EXEMPTION ACCORDING TO THE AMENDED EXEMPTION PLAT RECORDED JUNE 12111) 1990 AS RECEPTION NO. 413455 COUNTY OF GARFIELD, STATE OF COLORADO PER OWNER GRAVEL DRIVEWAY v / N ROCK BORDER ( 1 ( yv� (TYP.) / \ / ROCK BORDER, / \ \ (TYP.) JRIDGE=7055.67' CHIMNEYS 111101 ---FLAGSTONE / � CONCRETE o o WALK LOWER l GLASS WALK LEVELSTORAGE CANOPY 7026..15' \ AND PARKING UPPER LEVEL / DECK 2 \ / a d 0 1\ o CHIMNEY=7058.80' SToRC' 4 E ELECTRIC 0S CLBOX RAILING 19 S ' \ CONCRETE 4 Ej FF THRESHOLD d PARKING o p d 44 TRASH 0 o M � � d ad ENCL04SURE CARPORT FENCE 21.7o =7026.62' \ IRRIGATION o SEWER=7026.79' d ° CONTROL 7030.93' /4 4 / / 7030.94' 17 \ o . f LANDING -7030.93' 3.83 8 MULTI LEVEL g' � d � ... 4 M d WOOD AND STONE °p FRAME HOUSE W/ LOWER LEVEL 0 7030.95 WALKOUT YARD N FF THRESHOLD HYDRANT / / 8.10, a' =7030.97 LOWER LEVEL 7030.95' 22 o THRESHOLD 44' FF=702� 1.50' / 6" DRAIN STUBBED OUT / / / / r / 52.80' OF FOUNDATION I / I / ON O OTER EL=7025.48' / W Oho �/ / / / / I / SONO EL 7Q2G,1� \ STONE / / \ / \ PAD L=7 22.38' o WALL — (TYV / EPS SONO TUBE SONO T \ / / ON FOOTER ON FOOTER 1 S NO EL=7026.17' / WAT/� INE / SONO TUBE PAD EL=7024.00' �� / EL=7024.9 / N TU / \ / / / /EL=024.42\ TREE (TYP. _,_ONO TUE e � TREE (TYP )/ / i / / / / / 7020 �/ EL=7023. / / / Oil 0 / E0 / / UPPER L=7021.8 ' / LEVEL % / CANTILEVER 7015- 0 0150 \ 330 30 M WATERLINE r�eyln I LU ' D NOTES: 300 � 60 JOHNS JOHNSON ki 38.82 AC.± 1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING w O SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUT n GRAPHIC SCALE THE BENEFIT OF A TITLE COMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING, INC. W 270 90 E 10 20 2) THE DATE OF THIS SURVEY WAS APRIL 18, AND MAY 15, 2023. 10 0 5 40 Z I & WELL 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S22°17'55" E BETWEEN THE EASEMENT NORTHEAST 1/4 OF SECTION 23, A 3.25" ALUMINUM BLM FOUND IN PLACE AND THE SOUTHEAST IN FEET ( ) CORNER OF PARCEL B, A NO. 5 REBAR AND RED PLASTIC CAP P.L.S.# 19598 FOUND IN PLACE. 240 120 1 inch = 10 ft. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. MANHOLE 5) THIS SURVEY IS BASED ON THE QUIT CLAIM DEED RECORDED NOVEMBER 12, 1999 AS RECEPTION NO. 555279 AND THE AMENDED BEARWALD EXEMPTION PLAT RECORDED JUNE 12, 210 1990 AS RECEPTION NO. 413455 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE 150 AND CORNERS FOUND IN PLACE. I80 6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO S RTVRN NETWORK (1988 DATUM) YIELDING AN ON-SITE ELEVATION OF 6827.92' ON A TBM AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT. NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION 7) THIS PROPERTY IS ZONED RURAL ACCORDING TO THE GARFIELD COUNTY ZONING MAP, BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST SETBACKS ARE DESCRIBED AS 25' FRONT, I0' SIDES, AND 25' REAR. 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 THE CERTIFICATION SHOWN HEREON. JOHN T. SPENCE N 89°49'42" E 1318.64' SETBACK LINES SHOWN (SEE NOTE 7) POWERPOLE I (TYP.)� PARCEL A ;aar: 38.82 ACRES± LEACH FIEL LOCATION PER OWNER a N 856.7 BLM F- M WATERLINE to I LU IN ENCLOSURE D ARVID H & JANET PARCEL A JOHNS JOHNSON 471 COUNTY 38.82 AC.± ROAD NO. 112 w O 483 COUNTY ]�Ene M ROAD NO. 112 LU 0 20' WATERLINE Z I & WELL EASEMENT PER PLAT REC. NO. 413455 MANHOLE WELL S 89°57'56" W 1317.78' .4 BLM GRAPHIC SCALE 200 0 100 200 400 600 !!" ( IN FEET ) 1 inch = 200 ft. 3.25 BLM ALUMINUM CAP FOUND 1986 1/4 CORNER 3 F- M w to N LU PARCEL B D ARVID H & JANET V) JOHNS JOHNSON 471 COUNTY ne ROAD NO. 112 15' ACCESS EASEMENT PER PLAT REC. NO. 413455 3.25 BLM ALUM. CAP FOUND ON 2 1/2" ALUM. PIPE DISTURBED #5 REBAR & RED 1.25" PLASTIC CAP P.LS.# 19598 TBM=6827.92' PROPERTY DESCRIPTION LOT 3 PARCEL A, BEARWALD EXEMPTION ACCORDING TO THE AMENDED EXEMPTION PLAT RECORDED MARQUIS/ JUNE 12, 1990 AS RECEPTION N0.413455, CM *ffFEL ,RSjM5ff COLORADO. / WALLBANK B.L.A. PER PLAT REC. NO'S. \ REC. NO. 383220 241103, 264830 & 383220 / LOT 4 r MARQUIS/ \ \ WALLBANK B.L.A. REC. NO. 383220 ,.._ CO TY rT D 112 0' R -O -W EASEMENT PARCEL 5 PER REC. NO. 241103 RYOBI FOUNDATION PARCEL 4 REC. NO. 896391 RYOBI FOUNDATION REC. NO. 896391 �SURVEYOR'S STATEMENT: I, JASON R. NEIL, HEREBY CERTIFY TO PATRICK T. BURKE, THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO; THAT THIS PARTIAL EXISTING CONDITIONS SURVEY IS TRUE, CORRECT AND COMPLETE BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON; THAT THIS / PARTIAL EXISTING CONDITIONS SURVEY IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED, THAT THIS PARTIAL EXISTING CONDITIONS SURVEY WAS MADE BY ME FROM AN ACCURATE SURVEY OF THE REAL PROPERTY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION ON APRIL 18, AND MAY 15, 2023. DATED: MAY 31, 2023 /f BY: SON IL, P.L. 0.:379 RAND 1 LF OF: A'S VEYIN , INC... 1 IL,� r°NAc.LANDSo Land+Shelter ARCHITECTURE AND PLANNING 16 North 4th Street, Carbondale, CO 81623 t 970.963.0201 info@landandshelter.com NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his/her consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. DEMOLITION SET June 29, 2023 Revisions Z\ LU F- U w Z N LU Z D O V) � ne J VU O �z ]�Ene LU CIO ti OF COLO TAYLOR A �9 � HIGGINS � CHIT CT No. f• ✓ A .004 6 9 S�D ARC'4��w Job Site: 0483 COUNTY ROAD CARBONDALE, CO 01623 SITE SURVEY Sheet Number: D0.0