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Home My WebLink AboutSite PlanIMPROVEMENT LOCATION CERTIFICATE - A TRACT OF LAND SITUATED IN THE NW 1 / 4NE 1 / 4 OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLOR_ADO 1563 County Road 326, Silt, CO 81652 5,920ft N.M I/. C--Smwn 3T 1412' Ah-I— C.P Ls!a 1"T h 14r.sw 5,880ft /l NW1/4NE1/4 Section 35 40.0 Acres t _ ,m 1 Inch 100 H. U.S. SURVEY FEET USED LEGEND O FPwid No--1 ® S91da7nnk Lld Sign II r.lephonFPVd.etei Q Undwy—d Ph— Narks ® W.R v OV9 NRre P—P.le ® Well �— 0- h-d Unary Ono :OROI,YC TO COwD WF YOU WSr COJ/MENCE ANY 7N RASED UPON ANY DEFACT IN THIS SURVEY SE YEARS A ER YOU FIRST DISWYERSD SUCH NO EVSNf. MAY AN ACTION RASED UPON ANY THIS SURVEY RE COMMENCED MORE TNAN TEN YEARS DATE OF TRAP CERTIFICATION SNOFN REMY.. I z 1 lagll 4 CI.— q, 1 .. _ I ! �'�r • 1 1 �- I jI I x4.DGR•T7•wTi+.nnent ''e' •�--_-- I� fppp.m 149. 1715W 5,940ft yI I w.,h-d Ut llty - !I II II II is I I I I I } I I I 1 I ' I I I I I I i t I. E I I I I I I 1 I I I I 1 1 I I I I I I I I t I I 1 � V I I v 29,00 A \\ -I I I \\\ r! velpUe,l qNd< I \ accm Fave,vcnt :_ Nntjra—R.O-ihrc—wDt I I I I \ \ Rccaplion No 376859 26.26' — NW 3F203ti Dlrt Dni- • Y� r 3000' R-O-W 421569 , Reaptlon No..471569 ImpGaaStl=;�' / + 2000' Holy -Orin Electric f Axmcindon R-O-W nt ! ! ReaPtlon No 3172311]231 1 ! — — — -- — — -- — — -- I 1.olFOnipWIIDL NEW ADDITION r 5,9321t \\. Y r__�VJ7' , Co"md Dk ' I Slaty Lag Hooec S M LeR y11 R I cefm —I O Ca.etYd o<� HOUSE DETAIL SCALE: 1"=20' PROPERTY DESCRIPTION TOWNSHIP 6 SOUTH. RANGE 92 WEST OF THE 6TH P M. SRLTIUN 3S: Kw[/9NB1/4 TOn"O"' WITH AND SUBJECT TO A NON-EXCLUSIVE RIGHT OF WAY FOR PURPOSE OF INGRESS AND BUIU= AS DESCRIBED IN DEEDS RECORDED DECEMBER 4. 19861N BOOK 700 AT MORS 304 AND 300. COUNTY OF GARFIELD. STATE OF COLORADO. NOTES 1.1 THE DATE OF THE FIELD SURVEY WAS AUGUST 14. 3025. 2.1 MtOl PROPERTY IS IiUBIECT TO%AFEU WM 10GIH8 OF WAY AND/ OR REQUIREMENTS AS NOTED OR RHOWN INTIIR RItCORDS OF THEOARFIEM COUNTY CLERK AFECOROSTL 0. THIS &RVkT OOL'S hvF RBPRESBNY A YM M OFAHCII GY THIS SURVEYOR TO DETERMINE OWNERSHIP ONTO D�SCOVERP�TJTENTS OR GTH811 KNCUMaRA7[CEB OF ROL'ORD. 4. THIS SURVEY IS UAII D ON BOUNDARY SURVEY BY SHALE COUNTY SURVEYING, JOB NO. 98007. DATED 1 18/93 AND DOCUt1SNTS OF RECORD AND MONUMENTS POUND IN PLACE. SURVEYOR'S CERTIFICATE: 1. BCOTT N. W ACKAIW, BEING A PROT[SSIONAL "ASD SUSVRYOH IH n1E :TATC GO COLONAOO. 00148NKNV CAETI rr Tq • DFtt��11W��nL ILA IMPROVEMENT SURYBY WAR PREPARPD PROM AN ACTUAL LIGNVMSNTRU "AND AURVL�, $ 7'�fT.RTY CORNER NO-4 UMENTS. BG t FOUND AAD PET. UNDER NY DINECY dDIRSYISIIIN AND cIIECRINC: WIAT IT IS CONRRLT TOTHX 09W OF MYDELIKV AND NNQWLEDOE AND THAT ALL MUCH1tNYNS, WITH 61MLARAND ANGULAR WNRK oETSKMIh'ED BY AH ACCURATE CONTROL SURVEY IN THK VIKLD WNVIt 7MLtNCEG AND CLOS.M WITHIN A UMIY OF 1 IN 15.Z: nYHICH COMPLIES 1YITTt COLORADO PTVCIMI6NA[ WrANDARIIS MR A LAND SLRVKY PLAT ANDTNK CUTA>t 7 ACCURALTSTANGANAM FY]R ALTA/ATZVM NDTIII.t: SUNYEYO .1 FV RTFIEx CKFNFy iHA7'TIlE lA1HEDVEMENS� ON T1UL ABOVE D53CA16 W FARCEL qN 7H M DA"(, 1 4 7V . EIICKp[ MLITY iGhi.T'-LTItiYS.ARC [LYiTRELT WRIIIN TISP. ipUNDAIUES qF TlIE I'A71Ggl, . TNA7 TIIi:RL ANJ; NG KNCkOACHAtE.TTB UWNYHE DKaC7HHe0 PRRMMSS RY 1MPROVBMKpTA qn ANY AAIGININO P9EIAUIEE EXCFIT AR INDN: ATEb, ANI}T11AT 71TYA)v IS If0 APPARCNT I:T'IDCHCICOR AI[IH lip ANY NANWd6NT CR13:1TIN0 GR DUROENI.YO ANV YAi7OF 9N0 FAfeCP.E. tlICEPT AS NOT'SD. -COMMONWEALTH TaLECOMPANY, DATED JULY 11, 2025 AS ORDER NO. 2025-07-6 •SU2:ANNA LEE SUTTON AND MARTIN ROI.AND SMITH ,q TNXITT ]T. B1a1CKAR0 L.1L a93i] 8,44125 DATE .a9nl AL1A7Wt411T.p.ellAeS 1. � SURY�• County Road 326 ylO*% IAapnelt Roaal 4 � ✓OB N0: 25055 ILC srLr, to axssz DATE: 8114/2: 92' 4y�fi-r DWG BY: SRB IMPROVEMENT LOCATION CERTIFICATE , A TRACT OF LAND SITUATED IN THE NWI/4NE1/4 OF SECTION 35, , TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE 6TH P.M., of COUNTY OF CARFIELD STATE OF 00LORADO 1563 County Road 326, Silt, CO 81652 I` tD V) m 00 CD ti rn GENERAL CONSTRUCTION NOTES 1. THE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF THE AXIS PRODUCTIONS 0 NOT TO BE USED WITHOUT THE SIGNED PERMISSION OF AXIS PRODUCTIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIVERSIONS AND SITE COND frIONS Is" TO SHOULD A DISCREPANCY OCCUR WITHIN THE CONTRACT DOCUMENTS, OR BETWV S DOCUMENTS AND THE EXISTING CONDITIONS, NOTIFY IMMEDIATELY FOR CL,AFdFICA 3. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE 'T 1 R A I 4. SHOULD A DISCREPANCY OCCUR IN OR BETWEEN DRAWINGS AND SPECII-TGITION, SPECIFICATIONS SHALL TAKE PREFERENCE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF A! M Engineers, L LC CONSTRUCTION AT THE SITE 6. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCOfMNCI WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT 7. THE CONTRACT DOCUMENTS REPRESENTTHE FINISHED STRUCTURE. THEYDON`niridge Drive METHOD OF THEPROTECT THE SSTRUCTUTRE DURING CONSTRCUCTION.TOR OB OBSERVATION VISSHALL PROVIDE ALL R TORT'HEn Ction, CO 81505 STRUCTURAL ENGINEER OR DESIGNER SHALL NOT INCLUDE INSPECTION OF THE A. $690 telephone WILL THE STRUCTURAL ENGINEER OR DESIGNER BE RESPONSIBLE FOR THE CON7jj METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, ORT PRECAUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ""7ngineer@gmaii.com 8. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION.EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK SHALL REMOVE ALL DEBRIS AS A RESULT OF THEIR WORK SURFACES UPON COMI 9. THE CONTRACTOR SHALL DO ALL CLRTING, FITTING, PATCHING. E)CCAVATICN.ETC OF HIS WORK THAT MAYBE REQUIRED TO PERFORM THEIR WORK. THIS CUrMG, FITTING, PATCHING, EXCAVATION, SHALL NOT ENDANGER OTHER WORK OR SMUC ALL PATCHING OR REPAIRING SHALL BE DONE WITH LIKE MATERIALS SO THAT SURFACES REPLACED WILL MATCH SURROUNDING 10. NO PORTION OF WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SHOP DRAWING OR SAMPLE HAS BEEN REVIEWED. GENERAL PLAN NOTES 1. ALL DRAWINGS ARE TO BE OUTSIDE FACE OF STUD AT EXTERIOR WALLS OR FACE I INTERIOR WALLS OR TO CENTERLINE OF POSTS U.N.O. 2. GRID LINES ARE TO OUTSIDE FACE OF STUD AT EXTERIOR WALLS, CENTERLINE PO FACE OF CONCRETE FOUNDATION U.N.O. 3. EXTERIOR WALLS SHALL BE 2X6 STUD FRAMING AT 16- O.C. (U.N.O.) 4. INTERIOR WALLS SHALL BE 2X6 STUD FRAMING AT 16. O.C. (U.N.O.) 5. DIMENSIONS AT EXTERIORIINTERIOR DOORS AND WINDOWS ARE AT THE CCRMRL IS RESPONSIBLE FOR ADJUSTMENTS IN ROUGH OPENINGS WHEN MANUFACNREN WINDOW MANUFACTURER TO PROVIDE TEMPERED GLASS WHERE REQUIRED By 6. PROVIDE SOUND INSULATION IN WALLS, FLOORS AND CEILINGS OF ALL BATfR0011 DRAWINGS ROOMS; ALSO SURROUNDING ALL MECHANICAL PIPING. 7. SEE WINDOW AND DOOR SCHEDULES FOR INFORMATION ON DOORS ANDWIND0 41" I EET B. ALL UTILITY BOXES, WALL VENTS, ROOF VENTS AND PLUMBING STACKSIRI4ERSHO{NI ILC COMPLIMENT ADJACENT EXTERIOR SURFACE COLOR. JEL PLAN (PROPOSED) 9. ALL CONDUITS FOR ELECTRICAL, IRRIGATION CONTROLS AND A/C UNTTSAAEWfTFLaVEL AND ROOF PLAN (PROPOSED) NOT MOUNTED OUTSIDE THE HOUSE. NS ON AND DOORMINDOW SCHEDULE 10. ALL HOMES WITHIN ASPEN GLEN SHOULD HAVE RADON MITIGATION SYSTENms-3 SECTIONS HOUSE AND NOT MOUNTED TO EXTERIOR WALLS. .^R ELEVATIONS JEL PLAN (EXISTING] r -Ifli f C 11111� I EVEL AND ROOF PLAN (EXISTING) ,tppacars�maRT DNS (EXISTING) BUILDING REQUIREMENTS RESIDENTIAL PROJECTS r^rnaa• a� 1! 101e ;s.ere�a• a'• r7, V: u Ref— BWMp Cade: 20151RC; IK FC, IFGC, IMC, IPC '18IECC S.tbwk.: O,,ksubd—pletend/or Grtfield Co—,BsXHi rgUstimoforfetb-k,t,gW h S—A.sd: 40PSF Upto7DOOft elevatwn ImmuadWRooJ,nx cm,aell 50 PSF 7001-BOUOkelere0on 75 PSF B001-9000Rel—o- 1W PSF 9MI-1000O ft el—d- RoollosdllNupol: Load Duretba=10 5alerr*DeslVc-bgPa1Y BaC- See IRC, Flmtre R3012(2) Wetlherin/ProbeblNtVfcreontled: Severe Tx lnfesbrtlon Prabd%hw. Nate to slight whd Sw.k 115 mph (111ftste De V9 Wmd E:Pooms: Bor C-See S tl—R3012.L4) Fret Wptle ]6extyta-1g14f0WILater+aat 42 Nehn-Oa`ri000h e4rrbn Vytt0el DeslptTempe,soee: Mlnus2-Upto7WOR.ele—on k 16-Ow71w IL e4+'a. Alr Fr.ftiMee 7500•F Dap- Up 7WO h. d—tlon 700D ft. e-."-As&temlbled by SulldlnB Official I.MoIss UnderYy— RN,&ed MstmA—IT": Vedable Ipwle0on: t.,.,ee..s, aeefo,IlD�T�fa+w-i1• •Cel9ngs/Roofs=R-09 • T•rr me W?:. LN{w •• t I wry • FSabr+t so we • A D le, a..e,rµ tnt p ppa n,eye.Alt9 " B.,eme,a e,amdsPew.na=4.L1 te,enetn r..R " tkaeed Slib Palrnetm=R30 homtOp ofslab and R— Jdrc en he slab "Unheated Lib—s-=-o hem tap d 0a1,m24"bda 1l a,maaove oreJo.wwd.Jmme nmshunlon3eY ryW epu4Mwxfl..raWdnet ! frtMsp4rriResz r.ela,lnseatre eA[ea,s•mey4e,ysvae nreFlw Ne75eymre M• W1aA1w Y, Rffb,jfR PM:C aapr.s. Ae e4[mvbT as m.Yt•vF•+n aw,ywveeb en vm/n lrn:Wtw�rnrewaAWrwrfnwWan v.�..sau ere mwrra-n rl lu.lrc e41F A t wstrY Aewv u. Al A� pn:u•Fa VGINEERING AL NOTES -ATION PLAN ATION DETAILS EVEL FRAMING PLAN LEVEL AND LOWER ROOF FRAMING PLAN =RAMING PLAN IG DETAILS S. AND PERSPECTIVES kL PLANS, DETAILS AND NOTES DETAILS AND NOTES LAYOUT FOOTAGE: .VEL = 1,225 SQ FEET (PROPOSED) .VEL = 1,095 SQ FEET (EXISTING) :VEL = 652 SQ FEET (EXISTING) )TAL = 2,972 SQ FEET Q0 LO 06 e•--1 Q0 rn 4 -t 00 N N L0 ,-•-f a. ,S O O ma) '-" pLl :n 0 �t PO