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AND FARLEY S. aS OA, FE' E OE T& .Ua7i'LY BEND RANLE SoDar)NSITh - A/a LOWIISSPNA EXPIER'S: _ rams MY D -_ : - i.e..0 LAY, .,K, ' S' '.:CM.4C..CE alit LEeaL - ;CCr -. WS ,.,.41 ,'ET M',,.. T,e&E +CAWS _. ,F FC,. ro '.O' FVEr.T 1140 MY ICryy. ti;R'FY X COACIYCED ..-Y,4 i:ak ,4 r rEli . . '4kuw:KAXaiY eIfrM% KE.C]N GOVERNMENT LOTS - 7, 9, 12, - 13 AND 18 OF SECTION 35 AND GOVERNMENT TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6th P M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 3 •-••••■. 4 i 34 }: . �sr6en •;I S • f_ ?r BAT S1 rod S rX AIPT/Ds P/.Ar- ,j rli'LY WIND RAWCS SU4l f1S1ON 12 1 ►1 1llk/g'�/4E SC.ALt t''a 2000' :af 1, _ . - :.sw -,rte•- � �"tir._�r LY �± zi - RANCH AT ROARING FORK PEASE °, S COMMON RECREATIONAL RESERVE AND HOMESTEAD RE 4TH! ' 17M47 t ' EL'Liaa,r 45111fik' .Seale, LOT/ : cl I wr 2 orsderosCS Pores Way ROW LD1- 9 LOT 4 '. LOT'.: eo raw : e.l1rtir COMPANY 8406 ufs PAC4'.741 5 CriZSRICitir 3 . i 41 fIy:£$ 70"-FIMMff2r IMF ZN 22ir SA LM 41f`': rigamommol. DrDersr mum' _.:r .T" ..rilaWS .3 ART..'. -S. > -. �i r !? .:•;�." ' TXiir Z.- ;Mt r"i' :-. ate' .4N,P US4 Sumwer AMA eriFa./ :- .1 . - - -44 � - - - .4l*!>r 'Rmdv+ .-Yaws .r.w- .... ✓ a[AFF.Aa ::'- 4*Zr All Fa a!'+1 -Vs.r B . - - - .0 400 AA . 4/+4." ass Pcrdir,i?S Pfruw' . 4' 4BRI la 4.4441.9 ASS P>»r.lzYrwa' Piney Nair S - s.0I0'Ls 0171x' -1; 1laaaa ,Fpy, DUCT I AO.rDl Aa * . Cam- 01" 'r - Mr ;Of A' PRAT 4AEL +7- JSSBO Acre* PU4';!L` A7C OP. Fir ARE! � r.rAPE. fares TMTAL 4RtI MOWN AMP WNW' ueorisioN +' .d 641 /car' LOT 40T 5- Poaaeiosa P es Way, (Pubik Right- - Way) C4RFIltta CODFrr EDO No: IWO ScALK 1 ` 002' r. 't• -als. w�.,r r0.1r.11 •: yS a i 1d2 rars:.Ers4t '. B ':2 1_ AWED 0.67/TT; 0SMir4457 I : if}1F . Paz w fi 'wreL . mac • 'ANT "Pater 4,'"�T'y1 "1 ..;e:TJ'. 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NARK EEC SOPRIS ENGINEERING - CIViL CONS!JLTAN IS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 LOTS 14 AND 15 OF SECTION 36, PLAT NOTES. • ALL IRRIA.TION DIFVBES AND DITCH EASEMENTS ARE IV 9E RECOGNIZED AND MAINTAINED AS EXISTING AND IN PLACE, IN THE USUAL MANNAR - - 2) NO OPEN NHAR?V SOLID -FUEL PIREPSCPS wiz BB At101,19 ANYEIPERZ -QY T9E SUBDITISSON. OAT (l) Nor SOLID-IM EIMIAIYr SIT/II AS .DE PINED Jar CB.S 25 -7 -401. L7`• SSC AND MS REGOL TIONS P4OMYJLCITB0 17114R.A1A0ER L.74 BE ALLO!ZD IN ANT D7ELLfNC UXJ7 ALL D7ELLUIx URITS VIM 91 Af1OFEP AN L SS7AKTfD HUMBER OF NATURAL C./S BURNING STOMS AND APPLIANCES 9f NO PORroxii BIf7S7ONS OP ZANE PITNEY' Z '..- SUADIWISION 7ILZ BB A.L/,07Ea - - - - ▪ •OLo/PI,f1i-IS ilY 7M -P,fNN suet PWlStIAAr ro arta- S5-9 -101. 1M mg L.tNDO1r7YI1fS '1rl51DSNTS AND R X437' BIPSEPARIo 1ff Amur rift roirh I A, SICH3g 4-01/Als AND' or C.lRYI?fd cOlrn7'YSAFB' �1if77RK 1Ai91<TJ77ONS AS A.WOX/W We NECESSARY ASPIC, OF Lf%1A . 6R A:. _ *TINA =POND NNW' MALC1y.N AND A ISeATIY Ee9CNIMC aS4t7 t AIli 'MUST FI "POOPAM r .&YGTJUATIA ,Yw51SF 0001., tagM,. NDo! Dm :- SyIDXli4- WMIL;I4.£-- MedrlXl7 air POAL1C R&IIlR Uv:3 w .'- ON Pogue Da4.04 S1rnlsOP AND ,NNSP(Mit` AT ,r4AD1114 £SSG 1'S 4ISPA/S*7OW "FY samnwo`OR O?XERESE LTaIMICAL FERPMBLERS, SOIL aaratiurzorrs, ArRBfi'Aagr,.: AND PESTR D S. ANT OHS OR MOW OF Weil !IA?" A'ITUHtL. 1':OCATO " AS 1 PART O 'A LSCid AND NON NECLUCINt 4all/CIJL7IBA6 OPERAITON. S1 ILA OMENS OR Zwea wzriontr mots at ArsorrOX alcu A17DIS`H' Viopm STOW .14 Ako' c a0hry'mow.e wri AMR* TO WE I( ilmsI+Ld Y OR.' LAD 1 RI A.NR . Batnionsef4 WEEDS ammo £ Ar47? 77 mix xarzfac P*OPFRTT -, !3K ACCORoaxer .07211 4WELIF AND O7E18 ASPaer5r air OEM 4/41 Jace veil a F..opelem'AdsOmArr 'AND LYAJOl 110110'*Tr Otwouera ro ARIANADDMIT EMI ROWS IMO: RAMODUEFLIVIS -"!WD' 40? AS 000o' lIZIORDORS 41v.D civic= Of 1DI eataift 4 Me MywaMeraer SOI/RLS PDE MAN- Ar7DRzerZeW .0f4 A 6 MAIN 11• AOma[ LIfl.YC' ! -SHALL SCALE /G4747ILrmer' "paws= 1Y- • maw* STATT' Ulei'I/I ni Oi' EACM -LET AT 7$L or ikoruzzivaN PO INDLDlWC AMU? SAW BB IPIPAIRww IV MAW ANA TNI uofr - -/+I F1 ".lI Mi 1LSPD94L S1 s 7u'Mamma HT A See. -IAA IN THE STATE' car i1R a ' 'POO ....-'~-4714- • $1ar AND LOcAzvorf. F BN/zfm.r ;A ALL owoleat Wade j. 7f{A - rj• . D #7'S $371 Agl ii' AuP?S0 /R' 4 RRA.F 0, tRZJOR RING Npr tlA Da ! 000001J7IAttu.' 'czo a 1."'olloT Sr Ar. cro c 07)4t 1..t O % IT CANNOT 91 S AID FOR =TAN T1f'Ar .74FriacirsrmervOt 40044 iisiW H r.' ,riarAY17AZ 4rus SL%K4TO14 ' 7a VI s LDI . c A:l li OP '.�mi ircil1TIN1 PA IS S'MAT Dl MESS 1M T,.r'10 es.. a..- ._ ..., �ATj({.AMIMA T FP$AF87l 4- AO' fd� 4 . IN 81kTE •,'l ' Imo( 000 S .1 Ti 1T P 1GIAV]S7✓ARer! OP 11.0°44014P-.:A441!"":11, > IS, .tiSlo' R€6; L '1lD AS`, T LI T SHALL NDr It #fir, DAM ' Atz1114CD or rat. apttkialaViiM-eiarscrgra eseiyagrrs J# 4.27zr irsat > u/ 3 erAi is Yokes s1Ceu .r DraMO 121-.:5r aas 9sfr r4svr, r ass Srsrt aS 14 atm IMP 31 _SPAM-4MM z 2:4L 16417 Air - • Vag : S_ .EifilMIK..431101 amattemmar AM' 4tormr.ir NsiteZte mist mow 4 ; ". Sittaimissw PIKIEWEIrr � „.f r 15 47 ' 747 .' cianSur tunny Analiiiiir _Q 4PR w! Amor sitaThrr Ef IS Z BAS .! t S iierAir C7 T 4r4r4r 1!/L" i NolzfluEr OF 7W! PRa .RTr BRINCA POL7d ,1S RISE' TR:AND 4 ~IA ; AMR TII, CAP /I :rFD LS_ #2295s4 is SODOM cpti rT SSURFE1V'S.I^ -C' APPROVED PIM Lxk4T.VIT AND FORM CALCULAf10N.7 017 DRA/TR /NG. . FURS 102 (REi?SBDJ ET SSA B: /1a_ + ' AND NOT MS ACCURACY OF .FURi7FYS, '.`re CR ;. 3$-$f -lot AND CLERA Ah`.2 RECOR.AQ'1;'S SSTiactrE. TAE'S FLAT -!As PILED RE DR DER OF GAJ.,I L If. Til,E x5� s"� /. P9 (J,(1s]ri Ftl /7_6, FOR RECORD IN Ts'' IFFFCB OF TIM CLERK' AND B' COUNTY COLORADO, AT 'ate O'L'Lccx DAY OF 5 727r 16-F:,Q 2002, AS RECEPTION NO. Clff? .. y _ a TUTY Ityti 1 ADVANCED ANCROSYSTEPAS Ik1kik Ii;E111i � 1.1Ef 1 • k1lt i .+ ► [ k �' ;�} k � ; f k� kl ► t << rl +l IIf1 to 1'1 12 13 .14 15 • I3Cti 1ki,. €I�tF.i {�'i�l� 11lrik= oe kt: ,r Lt -Si', 61 c i t Ot - s • I} �1a y .n,.0 F €• '.:It.:•! €' {•:r q Eli • F ( �I a }! #t1 ! " .� YrNr!i #IIIjj III I ! I FIRST AMEX A PARCEL OF LAND afiaemziAtaLBazawiz ENOW ALL MEN BY THESE PRESENTS': THAT GEORGE R. A7LBY, FARLEY S. IRBY, TIMOTHY F. STAINT ON AND KATHYRV S. STAINTIJN AM THE OWNERS OF THAT REAL PROPERTY SITUATED IN THE COUNTY OF GARFIELD, STATE OF COLORADO, SAID REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS 110ULOWS:• BEGINNING AT A POINT ON AN EXISTING PENCIL/NIT FROM WHICH THE WITNESS CORNER FOR THE SOUTH QUARTER CORNER OF SECTION 36, A No. 6 MBAR FOUND IN PLACE BEARS SOUTH WNW* WEST A DISTANCE OF 3156.83 FEET; THENCE NORTH 71•06'34" EAST A DISTANCE OF 20.19 FEET TO A REIGN AND CAP P.L.S. #29843 AT THE SOUTHERLY LINE OF PARCEL 2 OF THE DAY SUBDIVISION XDMPT10N; THENCE NORTH 89'x8'00• EAST ALONG SAID SOUTHERLY LINE A DISTANCE OF 38.34 FEAT TO A REBIR AND CAP PL.S. #28643 AT THE SOUTHWEST CORNER OF PARCEL 3 OF THE SAID DAY SUBDIVISION EXEMPTION, THENCE NORTH 69"38'00" EAST ALONG THE SOUTHERLY LINZ OF SAID PARCEL 3, A DISTANCE OF 37447 FEET IV A MBAR AND CAP, P.L.S. #26950 ON THE SOUTHERLY LINE OF SAID PARCEL 8; THENCE NORTH 89•20'57" BAST A DISTANCE Of 287.87 FEET ALONG SAID SOUTHERLY LINE TO A RBBAR AND CEP P.L.S. #27813 AT ME SOUTHEAST CORNER OF SAID PARCEL 8; THENCE NORTH 22'04`64" &AST A DISTANCE OF 66,34 P117 ALONG THE EASTERLY LINE OF SED PARCEL 3 IV A REBAR AND CAP P2.5. #27913; THENCE NORTH 13.182'48" EAST ALONG SAID EASTERLY LING, A DISTANCE OF 76.62 FEET ALONG SAID EASTERLY LINE; THENCE SOUTH 88'35'46" EAST ALONG SAID EASTERLY LINE A DISTANCE OF 68.78 FEET TO THE SECTION LING COMMON TV SECTIONS 36 AND 36; THENCE SOUTH 00•85'06" EAST ALONG SAID SECTION LINE A DISTANCE OF 13.99 FEET TO THE NORTHWEST CORNER OF GOVERNMENT LOT 14 IN SECTION 36; THENCE NORTH 89'63'49" EAST A DISTANCE OF 1110.49 FEET; THENCE SOUTH 00'00'00" EAST A BISTANCE 740.00 FEET TO A .REBAR AND CAP, P.L.S. #26960; THENCE SOUTH 7264419" WEST A DISTANCE OF 264.93 FEET TO A REPIR AND GAP P.L.S. #26960; THENCE SOUTH 30.22'30" WEST A DISTANCE OF 261.48 FEET TV A RIM& AND CAF, P.L.S. #26960• THENCE NORTH 89'58'08" WEST A DISTANCE OF 420.28 FEET TV A REBAR AND CAP, P.L.S. #28930; THENCE NORTH 66•19'05" WEST A DISTANCE OF 252./2 FEET TO A REBAR AND CAP, P.L.S. #26960; THENCE NORTH 78'29'32" WEST A DISTANCE OF 277.48 FE'ET 210 A REEtAR AND CAP, P.L.S. #26960; THENCE SOUTH 66•12'16" FEST A DISTANCE OF /85.89 FEET TO 4 M&IR AND CAP, PLS. 026960; THENCE NORTH 82'09'01 " WEST A DISTANCE OF 165.58 FEET TAO A "DA-R AND CO' , P.L.S. 26950; THENCE NORTH 78'31'47" WEST A DISTANCE OF 8E43 FE174 TO A MBAR AND CAP, P.L.S. ##26960; THENCE NORTH 66•12'47" WEST A DISTANCE OF 389.37 FEET TV A POINT ON A FERCE"LIN: BEING A MBAR AND CAP , P.LS. #26950; THENCE ALONG SAID FENCELINE NORTH 00•40'07" EAST A DISTANCE OF 646.69 FEET IV THE POINT OF BEGINNING. SAID PARCEL CONTAINING 40.612 ACRES, MORE OR LESS. THE AFORESAID OWNERS MIT BY THESE PRESENTS LAID OCT AND PLATTED ALL OF THE ABOVE DESCRIBED REAL PROPERTY INTO LOTS AS SHOWN HEREON AND DESIGNATE THE SAME AS TAE FIRST AMENDED PLAT COUNTY OF GARrIELD, STATE OF CO• LORADO, AND DO HEREBY MAKE THE FOLLOWING DEDICATIONS: A) THE PONDEROSA PINES WAY RIGHT-OF-FAIT AS SHOWN ON THE ACCOMPANYING PLAT 7V CAA ET:LD COUNTY FOR THE PUBLIC USE. SUBJECT 210 TEE IRPJGIATION AND DRAINAGE EASEMENTS SHOWN HEREON AND SUBJECT TO THE RIGHT THAT UT7L1TLES MAY BE INSTALLED IN TIE RIGHT -OF --747 TEAT DO NOT INTERFERE N771 TWE PUBLIC USE OF THE RIGHT -OF -WAY. B) THE PRIVATE ACCESS AND UTILITY EASEMENT' AND THE EMERGENCY ACCESS EASEMENT ACROSS 207' if SHOWN ARE HEREBY DEDICATED AS PERPETUAL, NON- EXCLUSIVE PRIVATE INGRESS AND EGRESS ACCESS EASEMENTS AND THE EMERGENCY ACCESS EASEMENT ARE FOR THE USA' AND BENEFIT OF THE UNDERSIGNED OWNERS AND THEIR SUCCESSORS AS TO ALL LOTS DEPICTED ON TBE WITHIN PLAT AND ALSO OE' THE OWNER AND THEIR SUCCESSORS, OF PARCEL 3 JUT SUBDIVISION EXEMPTION THEIR RESPECTIVE GUESTS AND INVITEES, SUBJEC?' TO: 1) THE R{CHT OF ALL EMERGENCY SERVICE VEHICLES TO MARE USE OF SUCH ACCESS EASEMENTS AND THE EMERGENCY ACCESS EASEMENT WHEN NECESSARY,' AND 2) THE RIGHT OF APPROPRIATE PUBLIC UTILITY COMPANIES, TO UTILIZE SAID PRIVATE ACCESS EASEMENTS AS PERPETUAL, NON - EXCLUSIVE UTILITY EASEMENTS FOR THE USE AND BENEFIT OF APPROPRIATE PUBLIC UTILITY COMPANIES, FOR THE PURPOSE OF INSTALIAT7ON, OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT Or' UTILITY LINES AND FACILITIES WITHIN SUCH EASEMENTS, AND FOR TIE PERPETUAL RIGHT OF INGRESS AND EGRESS FOR THE AFORESAID PURPOSES, UPON CONDITION THAT SUCH EASEMENTS AND RIGHTS BE UTILIZED BY THE BENEFICIARIES IN A REASONABLE AND PRUDENT MANNER. C) TRACT 1 AS SHOWN ON THIS PLAT IS P02 7EE BENEFIT OF MAYFLY BEND RANCH SUBDIVISION HOMEOWNERS ASSOCIATION AS COMMON OPEN SPACE AND OTHER PURPOSES PER#fI7TED BY Mr DECLARATION OF PROTECTIVE COVENANTS ®N� OR PERMITTED BY THE CONVEYING TRACT I THE BOMEO1PNERS ASSOCIATION. D) ALL PORTIONS OF TEE REAL PROPERTY IDENTIFIED AND DEPICTED ON THE WITHIN PLAT AS 11771177 EASEMENTS ARE HEREBY RESERVED, DEDICATED AND SET APART AS PERPETUAL NON- dreLUSSYa UTILITY EASEMENTS FOR THE USE AND BENEFIT OF APPROPRIATE UTILITY COMPANIES FOR PUBLIC USE, FOR THE PURPOSE OF INSTALLATION, OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT OF UTILITY LINES AND FACILITIES, AND FOR THE PERPETUAL RIGHT OF INGRESS AND EGRE'S'S FOR THE AFORESAID PURPOSES, UPON THE CONDITION THAT SUCH EASEMENTS BE UTILIZED BY TIM BENEFICIARIES IN A REASONABLE AND PRUDENT MANNER. E) ALL PORTIONS OF THE REAL PROPERTY IDENTIFIED AND DEPICTED ON THE WITHIN MAYFLY BEND RANCH SUBDIVISION PLAT AS DRAINAGE EASEMENTS ARE HEREBY RESERVED, DEDICATED AND SET APART FOR THE USE AND BENEFIT OF THE MAYFLY BEND RANCH SUBDIVISION HOMEOWNERS ASSOCIATION, TO CARRY THE HISTORIC RUNOFF ACROSS AND THROUGH SAID MAYFLY BEND RANCH SUBDIVISION. F) ALL PORTIONS OF THE REAL ...PROPERTY IDENTIFIED AND DEPICTED ON TEE WITHIN MAYFLY BEND RANCH SUBDIVISION AS THE WORD DITCH AND THE BANNING LATERAL .0Th?! EASEMENTS ARE HEREBY RESERVED, DEDICATED AND SET APART FOR TEE USE AND BENEFIT OF THE DITCH OWNERS AND THE WATER RIGHTS DECREED THERETIO. C) ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASE& NOT BY THE COUNTY OF WOULD. H) THE POND EASEMENT SHOWN ON LOT if IS FOR THE BENEFIT OF THE MAYFLY BEND RANCH SUBDIVISION HOMEOWNERS ASSOCIATION. HEWITNESS S BSCRIBEDSAID IS - DRAY CAUSED i _61OV Z 13 1414E. ES BE , 2003. OWNERS-LOTS 2-6: MA BEND SUBDIVISION GEOIirGI R. ALLEY PARLEY S. lILlY STATE OF COLORADO )as COUNTY OF GAR 187AO ) THE FOREGOING BED CATION WAS ACX�JOWDGED BEFORE ME THIS '1 J DAY OF j oyEYve , A.D., 2003, BY GEORGE R EILBY . • A?LBY,, AS OWNERS OF THE MAYFLY BEND RANCH SUBDIVS MY COMMISSION EXPIRES: • NOTICE: ACCORDING TO COLORADO LAW YOU MUST ACTION BASED UPON ANY DEFECT IN THIS AFTER YOU FIRST DISCOVER SUCH BASED UPON ANY DEFECT YEARS FROFA TI-17 Adid COMMENCE ANY LEGAL URVEY WITHIN THREE YEARS EFECT. IN NO EVENT MAY ANY ACTION N THIS SURVEY GE COMMENCED MORE THAN TEN ATE OF CERT'IFICA TION SHOWN HEREON. • , . fA 41111_fairi rl 11 Ali 104. PUB.--G My Commission EXPiros 31G12007 FD A AMENDED FINAL PLAT OF: AY SITUATED IN LY I .A.1\ CI SL IVISIO\ GOVERNMENT LOTS 7, 8, 12, 13 AND 18 OF SECTION 35 AND GOVERNMENT LOTS 14 AND 15 OF SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6th P.M SPECIAL PLAT NOTE: 1) THE PURPOSE OF THIS FIRST AMENDED PLAT IS TO CLARIFY SUBDIVISION CONSTRUCTION REQUIREMENTS FOR SITE AND DRAINAGE PLANS FOR INDIVIDUAL LOTS. AS RE'VISE`D IN NOTE No. 10. COUNTY OF GARFIELD It SHEET 1 OF STATE OF COLORADO 3 I I 4 I ��- ti r k ■• .rT J • +� 1 1 {�I DAY SUBD tivi„'I ; I '! • I; • - .-�i • } 1r ' = F �; rf'r r� .F r r�-.-r Cb IS49N E: NPTlON PLAT • 7- VICINITY MAP SCALE I" = 2000' RANCH AT ROARING FORK PHASE 3 COMMON RECREATIONAL RESERVE AND HOMESTEAD RESERVE vr4recm, r" Ponderosa Pines Way R. 0. W LOT 9 1 I .Lt -A .e < . 100 RD BOOK 152 PAGE 741 CATTLE COMPANY LOT 8 ROARING (RE". #/6 LOT 7 1 F i LOT 4 LOT 7 LOT 2 LOT 3 RK PRESERVE 3992) L 0T 6 LOT 5 Ponderosa Pi es Way (Public Righ E Of- Way GARFIELD COUNTY ROAD No. 100 LOCAL ANA SCALE 1" .- 500' ATTORNEY'S CERTIFICATE I, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT ALL DEDICATIONS TO THE PUBLIC, AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY LIENS, CLAIMS OR ENCUMBRANCES OF RECORD AND FURTHER THAT THIS SUBDIVISION IS IN SUBSTANTIAL COMPLIANCE WITH THE GARFIELD COUNTY SUBDIVISION REGULATIONS OF 1984. OWNERS-LOT 1-MAYFLY BEND RANCH SUBD2SION TIMOTHY F. STAINTON 2ATBYRN S. STAINTON STATE OF COLORADO COUNTY OF GARFIELD is, ) DATE LAND! USE sl17Z31,4RY LOT AREA (Ac.) ZONING ADDRESS I 49.0.2.9 do. .!/R /RD 008 Ponderosa Pines Way 4' 4.056 Ac. A/R/RD 011 Ponderosa Pines Way 9 4 020 Ac. 4/R /RD 019 Ponderosa Pines Way •4 4 051 Ao. .4„/R,/RD 009 Ponderosa Pins Pay 6 3.O#O Ac. - A/R /RD 008 Ponderosa Piss Way TRACT 1 4'0.8E4' Ac. A/�4 /RD Common Open Sicoare TOTAL LOT d' lILICT AIM a 99.580 Acres PUBLIC RICBT- OA-WAY AREA s 1.092 Acres TOTAL AREA &OWE BAWD RANCH sIISPI ISION a 40.812 I' resd- THE FOREGOING DEDICATION WAS ACXNOWLEI'D BEFORE ME THIS DAY OF . , A.D., 2003, BY 29THY F. STAINTON AND KATHRYN S. STAINTON, AS OWNERS OF LOT OF THE MAYFLY BEND RANCH SUBDIVSION. MY COMMISSION EXPIRES: WITNESS I HAND AND SEAL NOTARY PiIC BOARD OF COUNTY COO.MfMISSIONERS CERTIFICATE" THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO THIS , DAY OF ., A.D. 2003, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON; SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTING OF IMPROVEMENTS ON LANDS, STREETS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS. BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO BY: CHAIRMAN WITNESS MY HAND AND THE SEAL OF THE COUNTY ATTEST: COU. I, MARK S SURE F GARFIELD. TY CLERK $URVEYOR'S CERTIFICATE ECKLER, DO HEREBY STATE THAT I AM A REGISTERED LAND YOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE FIRST AMENDED Fiat OF MAYFLY B, '�1!D RAN(' �UBDIVI, 'II�N AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE BOUNDARY, LOTS, EASEMENTS )ND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN OMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND, IN 4. WH, 'A'OF I HAVE SET MY H , A.D. 2003. SOPRIS ENGINEERIN; -- LLC CIVIL CONSULTANT'S 502 MAIN STREET, SUTE A3 CARBONDALE, COLORAD) 81623 (970) 704 -031" DAY OF PLAT NOTES :: 1) ALL IRRIGATION DITCHES AND DITCH EASEMENTS ARE 7V BE RECOGNIZED AND MAINTAINED AS EXISTING AND IN PLACE, IN THE USUAL MANNER. 2) NO OPEN HEARTH SOLID -FUEL FIRE'PLACE'S WILL BE ALLOWED ANYWHERE IN THE SUBDIVISION ONE 0) NEW SOLID -FUEL BURNING STOVE AS DEFINED BY C.R.S. 25 -7 -401, ET. SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, HILL BE ALLOWED IN ANY DWELLING UNIT. ALL DUELLING UNITS MILL BE ALLO»TD AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCE'S. 3) NO FURTHER DIVISIONS OF LAND WITHIN THE SUBDIVISION WILL BE ALLOWED. 4) COLORADO IS RIGHT TO-- FARM"' STATE PURSUANT 7O C.R.S. 36--3 -101, ET SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT TEA' ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF CARPI:LB COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. ALL MUST BE PREPARE T O ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SHADE', CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENTS, HERBICIDES, AND PESTICIDES, ANY ONE OR MORE OF WHICH AMY NATURALLY OCCUR AS A PART OF A LEGAL AND NON NEGLIGENT AGRICULTURAL OPERATION. 5) ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THA' MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY A GOOD INTRODUCTORY SOURCE FOR SUCH INFORMATION IS A "4 GUIDE 7O RURAL LIVING a SMALL SCALE AGRICULTURE" PUBLISHED BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. 6) EACH LOT AT TIME OF APPLICATION FOR BUILDING PERMIT SHALL BE REQUIRED TO SUBMIT AN ENGINEERED INDIVIDUAL SEWAGE DISPOSAL SYSTEM, DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO. ISDS LOCATION FILL BE SITE SPECIFIC PER SIZE AND LOCATION OF BUILDING AND MEET ALL GARFIELD COUNTY REGULATIONS. 7) SINKHOLES ASSOCIATED WITH CYPSUM DEPOSITS HAVE BEEN MAPPED IN AREAS OF THE ROARING FORK VALLEY SINKHOLES WERA' NOT OBSERVED IN THE IMMEDIATE AREA OF THE SITE. BASED UPON THE GEOLOGIC STUDY BY HP CEOTECM, JUNE 16, 2000, IT CANNOT BE SAID FOR CERTAIN THAT SINKHOLES WILL NOT DEVELOP, HOWEVER THE POTENTIAL FOR SINKHOLE DEVELOPMENT APPEARS TO BE LOW. 8) ONE (I) DOC WILL BA' ALLOWED FOR EACH RESIDENTIAL UNIT AND THE DOC SHALL BE REQUIRED TO BE CONFINED WITHIN THE OWNERS PROPERTY BOUNDARIES. 9) ALL EXTERIOR LIGHTING WILL BE THE MINIMUM AMOUNT NECESSARY AND ALL EXTERIOR LIGHTING WILL BE DIRECTED INWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT ILLUMINATES BEYOND THE PROPERTY BOUNDARIES. 10) EXTERNAL GRADING AROUND THE BUILDING SHALL HAVE A POSITIVE DRAINAGE A�i'AY FROM BUILDING, 4 MINIMUM OF ONE FOOT IN TEN FEST IN LANDSCAPE AREAS, OR THREE INCHES IN TEN FEET FOR CONCRETE OR ASPHALT AREAS. NO BASEMENTS WILL BE ALLOWED DUE 7V ME PRESENCE OF HIGH GROUND WATER. AT BUILDING PERMIT, A SITE SPECIFIC STUDY SHALL BE CONDUCTED FOR INDIVIDUAL L02' DEVELOPMENT, FOUNDATION DESIGN, GRADING DRAINAGE AND ANY SCOUR MITIGATION FROM A REGISTERED PROFESSIONAL IN THE STATE OF COLORADO. 11) THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR SBARW.D ROAD MAINTENANCE, INCLUDING ITS PARTICIPATION IN MAINTENANCE OF THE SHARED ACCESS ROAD TO THE PROPERTY. 12) THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR NOXIOUS WEED CONTROL ON ALL OPEN SPACES. /3) ALL UTILITIES SHALL BE PLACED UNDERGROUND. /4) THE REAL PROPERTY DEPICTED AND DESCRIBED ON THIS FINAL PLAT OF MAYFLY BIND RANCH SUBDIVISION, IS SLIBIEC7 T0. AU TERMS AND CONDITIONS OP THE DECLARATION OF PROTECTIVE COVENANTS FOR MAYFLY PEN1 RANCH SUBDIVISION, RECORDED IN THE RECORDS OF THE GARFIELD COUNTY CLERK AND RECORDER ON 200,2 AS RECEPTION NO. 16) AREAS DESIGNATED AS NON—DEVELOPMENT EASEMENT SHALL NOT BE DISTURBED EXCEPT AS DESIGNATED FOR ACCESS, DRAINAGE OR UTILITY EASEMENT, OR AS ALLOWED BY THE DECLARATION OF PROTECTIVE COVENANTS FOR MAYFLY BEND RANCH SUBDIVISION. 16) WETLAND /RIPARIAN AREAS SHALL BE PROTECTED CONSTRUCTION PERIODS TYI PREVENT DESTRUCT. SURVEY NOTT4'$': 1) DA USING ON OR DISTURBANCE: E OF SURVEY.. APRIL-JUNE, 2002. 2) DATE OF PREPARATION: MAY- -JUNE, 200.2. FIRST AMENDED PLAT OF MAYFLY .RANCH SUBDIVISION NOVEMEBER 3, 2003. 3) BASIS OF SURVEY• A BOUNDARY LOT SPLIT PLAT PREPARED BY SCARROW AND WALKER INC. PREPARED 5/18/00. THE PARTIAL AMENDED AND CORRECTION PLAT OF THE RANCH AT ROARING FORK PHASE 3, COMMON RECREATIONAL RESERVE AND HOMESTEAD RE'SE'RVE: THE DAY SUBDIVISION EXEMPTION PLAT. THE FINAL PLAT OF THE ROARING FORK PRESERVE. DOCUMENT RECORDED AT BOOK 1152 AT PAGE 741 OP THE GARFIELD COUNTY RECORDS AND THE FOUND SECTION, SUBDIVISION, LOT AND PARCEL SURVEY MONUMENTS, AS SHOWN 4) BASIS OF BEARINGS: A BEARING OF S 00'40'07" W ALONG THE WEST BOUNDARY OF THE PROPERTY BEING A FOUND #5 REBAR AND A FOUND REBAR WITH CAP MARKED L.S. #26950, AS SHOWN. N. COUNTY SURVEYOR'S ''EI TI ficA TTT E APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING. PURSUANT TO C.R.S. 1973, 38.51 -101 AND /02 (REVISED) ET SEQ. GARFIELD COUNTY SURVEYOR DATE CLERKK AND RECORDER'S &RTIFICATI. THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE' CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT O'CLOCK ON THE DAY OF , 2003, AS RECEPTION NO, CLERK AND RECORDER BY.' DEPUTY z ubb 1st Amendea 10c1 rl .dwr III 3J 00 °0000 E O REAR LOT 2 4. 056' AC 7L/- LEGEND AND NOTES 0 ,0,1,4D RFBAR CAP [i rOUhII) T -POST C) [-.T El' T'1 A P',:n "1E I'EDLSTAL. ,w_J S 86'57 04'E 189 44 M u) O c'4 z ELETR1CAL TRANSFORMER. w 0 0 0 0 0 0 0 N) 78° w 4g 57' 57 3$. W S E 0 K 20' 30• 40 • SCALE: 1 " =20' • of N I 20' LI -T[!_ ITY EASEMENT -- -� _ -~ --,-. NN 84'5 tv4 7 - W II� EDGE 0'= BRUSH N 4Q . pR 'L C� �s, ./14 'q4- 4c- / 40 ss / 2) 07 ' ' / l DRAINAGE EASEME-N•- Al T. EDGE OF PoNR 7 sue. N F 12' CMP -,\'! �►i GATE VALVES EDGE OF POND TOP OF D TCH BANK. 1 vnI • • GA-E P05 1S 45 RE AR h 1 \J BUILDING ENVELOPE N 89'59.59'E 200.00' LANDSCAPE DEVELOPMENT ENVELOPE 0), A RONT SETBACK L NE / N 89 °59•55'E 215.39' LEGAL DESCRIPTION LOT 2, F I RL I AMENDED (PLAT 0I" iA. r E Y" BEND I ,'.i II_:'N SURD I V I S I CH . GARH EL D COUNTY IMPROVEMENT SURVEY CERTIFICATE I HEREBY CE TIFY THAT ON SEPTEMBER 6 2007 A SURVEY WAS PERFORMED BY NAE ON [HE PARCL=I_ CL LAND DESCRIBED H REON. IMPROVEMENTS WERE fO'JL) FO BE ON SAID PARC=L AS SHOWN ON THIS PLAT. ALL ASEAAENTS. ENCROACHMENTS AND RIGHTS -OF -WAY IN EVIDENCE OR KN�:DW -C ME ARE S1+4'■Ti. THIS SURVEY I I S 1 RUE AND •ECT 10 `H {_ US 1 OF MY KNOWLEDGE. AND ALL. I Li im st8TF- Y. S Y .ii .Q �/ 'C .7- • ¢•. A •1 Q`n a s �'_ rsV \`,1111 IMPROVEMENT SURVEY PLAT L r 2 . -r5E G A F- F- I -_ I__[) COUNIY, COL 0 I•? A 0 O BY. LINES IN SPACE S YD/VL Y i li11C /Cl0,4. !/_ (I_ . S ; -? , ; ) 6/ GLENWOOD AVE CARBOtI)ALE. CO. .970 .963 -3 5/ DATE: 09/14/07 SC41 L E: 1 20 JOB NO. 06-10 FIRS'' AMEN ED A F AMENDED FINAL PLAT OF: A Y ANC SL IVISIO\ A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 7, 8, 12, 13 AND 18 OF SECTION 35 AND GOVERNMENT LOTS 14 AND 15 OF SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6th P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 2 OF 3 PARCEL 1 DAY SUBDIVSION PARCEL 2 DAY SUBDIVSION Fnd. #5 Rebor PAIN' of BECZNNINO Set Reber w /Cop L.S. /28643 GOV'T LOT 8 4 Witness Corner to the South 1/4 Corner Section 35 Found /5 Rebar Fnd. Reber w /Cap L.S. /26950 GOV'T LOT 12 GRAPHIC SCALE ( IN FEET ) 1 inch s 100 ft. NOTICE: ACCORDING TO COLORADO LAW YOU IAUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT WAY ANY ACTION BASED UPON ANY DEFECT iN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM 'fl-1E DATE OF CERTIFICATION SHOWN HEREON. to 1q Existing barbed wire fence (7)p.) x Na 34.37 N 89'38'04" 2' 38.34' N 71'05'34" 20.19' 8.00$ 1f' Fnd. Rebar w /Cap I L.S. /26950 , PARCEL 3 DAY SUBDIVSION , S 68•35'45" A 68.78' Fnd Rebar w /Alum cap L.S. ,191/egib /e Fnd. Rebor w /Cap L.S. /27613 N8r20 7 "A' 287..7' Fnd. Rebar w /Cap L.S. #27613 x MA YFL Y BE/%W RANCH 'SUBDIVISION v 40.612 A cres - tea 4 GOV'T LOT 7 - i FOR - 11000 Fnd. Rebor w /Cop L.S. #26950 S 00'33'05" A' 13.99' Fnd. Rebar w /Cap N 3042'05'' E L.S. /26950 (NW Cor. Gov't Lot 14) N 89•53'49n E 1210.49 8700 Wet/an • • .ry. N 131'22'48" A' 76.62' ti • 454.4e- rg2' c- y41541 E� N 91 00 \s sa- N 22'04'54" E 66.34' Go vernm en t Lot Line ,4a* $' �g6, X X� Existing barbed wire fence (rm.) Fnd. Rebar w /Cap L.S. /26950 N 78'81'47" 1I 82.93' • ,r1 (4,/ A;Nx kpip � /� Fnd Rebor w /Cap / L.S. #26950 TRACT 1 ylrio °\`6'• LOT 3 ".�, A I'4 175129 Sq. Ft. g� 4020 A cres • } wu,• . - .,. •,. 1 L- . • n — .y ''w'.'. y r • • dp• .9.4z-, • �,ry' , • ., • Lif , ■ , 2 f , RANCH AT ROARING FORA- PHASE 3 COMMON RECREATIONAL R.ES ER VE AND HOMESTEAD RESERVE , \ GOVT LOT 14 �73243s e ,7 4,viv . (r X2¢36 "'� NON 4fLA0'044/7 e.gs`r'ffFNT COMMON OPEN SPACE 887,927 Sq. Ft. 20.384 Acres± a ^`S a d) - 1, v 141 t EA 18944 S 3152'11". E 4755 4 " ;-�- - lV 86277 1" 'W �`" - !✓ F --- -- � a 8451'47" W 3I 279.12'— — 1 2 oil 2 N $j 116658 Sq. Ft. N � O56 Acresf NJ b •I� o\ �guilding Envelope (To.) N 200.00' 910170700" E 1. S 4a 00' "a ;s4-s.,, N as -09'3r W----49° 'nd. Rebar w /Cap ' L.S. /26950 GOV'T LOT 13 //nd. Rebar w /Cap L.S. /26950 Bears S 7247'14" W, 0.42' N 00730'16' W 64.30' LOT 9 ROARING FORK PRESERVE Fnd, Reber w /Cap ✓ L.S. /26950 In in 0 0 tlY co ry W :S. GOV'T LOT 15t N 261.T5'11" W 44.75 174.61' -. . 70.90' Rear w /Lop Fnd. N 89'58 `08 " )P \ r� L.5. #1950 X Bears 5154 ',Y;* E, 0.58' X� Existing barbed wire fence (Typ.) � - C'eL SOPRIS p GINEERING LLC CI- CONSULTANTS 502 MN STREET, SUITE A3 CARB0 /ALE, COLORADO 81623 970) 704 -0311 a i .h A. co ry, �h I 2500' I� 13 to I� • • N815937 "W 191, 77' 3I Q� �q31�° � I N 90 QQ0 _ Building Envelope LOT 1 175512 Sg. Ft. 4.029 Acreat +4 'E 974 , NON DElfZ0.01.1ENT EA ENr wI A r Fnd. Rebar w /Cap L.S. #26950 125.0' Witness Corner Fnd /5 Rebar RIMER LOCAiI IS APPRCXIA/A re / f - / O Y O LOT / ' ROARING FORK PRE SEW VE 180.00' I �O- .T�` � x �7ss1 N863033 "W Building Envelope • - N62620 "W_ 562 N-2,�4293 269g LOT5 132414 Sq. Ft. 3.040 Acres t N 25'4373" W 50.16 S 89'58'06- E 7-52.30— 4.'z�'� Fnd. #5 Rebar 'O I O aP o \ co- 4 N 29'47'49' W 28.82' Fnd. Rebar w /Cap L.S. #26950 , Existing barbed wire Fnd, Rebar w /Cap L.S. #26950 O sei /5 Rebar Fnd. /5 Reber Fnd Reba( w /Cap L.S. #2695__ fence (7)p.) LOT 4 ROARING FORK PRESERVE MONUMENT NOTE: • -- Indicates a set rebar w /cap L.S. /28643 O -- Indicates a found survey monument as shown. NON- DEVELOPMENT EASEMENT LOT 2 ROARING FORK PRESERVE LOT 3 ROARING FORK PRESERVE -F- 20065 11/20/03 1st Amended MoyfIy.dxg FIRST AMEN FD LA OF' AMENDED FINAL PLAT OF: AYF LY i. FN NC s IVISIO\ A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 7, 8, 12, 13 AND 18 OF SECTION 35 AND GOVERN TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE, 6th P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 3 OF 3 PARCEL 2 DAY SUBDIVSION 20' ELECTRIC EASEMENT Cc LEEYED TO HOLY CROSS ELEE ASSN. BOOK 50.9, PAGE 997 AggitUAGLEAMMEEr LINE SABLE LINE BEARING DISTANCE DE1 N30'22'30"-E 26.46' DE2 N40'42'57"W 13.40 DE3 N30'22'30 "E 21,14' DE4 N40'42'57"W 13.50' DE5 579'29'12 "W 11Q,0 91.39', 59.45 DE6 579'29'12 "W DE7 N77'59403/1W DE8 N77'59'03 "W 143.381 Dig N8$'5808"W 349.E DE10 575'41'46 "W 179.23' DE11 N46'52`10 "W 41,97' DE12 N46°52110 :_W 56,97' DE13 NO3'34'53 W 59.73' DE14 NO3'34`53 "W 68.84' DE15 NO3'06'55 "E 67.88' DE16 N 03'06`55 "E 60.77' DES N41'50lOW 1,92' DE1 Q N41 50.04 W 54.44 DE19 N60'03'23 "W 101.93' DE20 N60'03'23"W 95.93 DE21 57115'30 "W 69.85', DE22 S71'15`30 "W 71.01' DE23 N00'40'07 "E 21,Z1T NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY MATHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION EASED UPON ANY DEFECT IN THIS SURVEY SE COt, MENCED MORE IT-IAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 0E23 D4y/ 633 PARCEL 3 DAY SUBDIVSION 20.66' Dec. Trans. 20.0' UALI TY EASEMENT (TYP.) 032 o,- ` \o CENTERLINE BANNING LATERAL DJTC ■c:! •14'1 20.0' U77LITY EASEMENT (TYP.) Electric vault 442 ELY ti • ;.r.• z 87.11' 84'38'49" /{y S 8773'07" W 2073'27" W 93 43' 1� 110.10' 38.95' S 8978107" E 10326' S 207327" W 7.92' s 30.0' OXFORD DITCH EASEMENT TRACT 1 887,927 Sq. Ft. 20.384 Acres± N 1831'18" E - 24.82' T ans. N 0076'11" W 10.00' 1MEN T LOTS 14 AND 15 OF SECTION 36, V \ I LOT3 N 17'5129 Sq. Ft. \ I 4.020 4 crest 20.0' UTILITY EASEMENT (TYP.) .45:44.4,755-6 4. t� WELL EASEMENT FOR THE BENEFIT OF LOT 4 e ice �y • L$: EL,9 EL 1O r -J N7631'53 "W 45.65' PRI VA TE ACCESS et UTILITY EASEMENT -1, fir . , 4, N83 56 *w 115.19' ` :'- .. .4" y .� 19187' 4 N815957 "W N 35'42'59" W 45.41' UTILITY EASEMENT,(. #;;' 45. 4 DRAINAGE EASEMENT 19 F/r • ET.'" • LOT 4 176459 Sq. F. 4.051 Acresth \ LOT 2 176658 Sq. Ft. 4.056 A cres.t ry 40.O0'('Typ.) 20.0' UTILITY EASEMENT (TYP) LOT 1 175512 Sq. Ft. 4.029 Acres± NGyy DELagoME/V ' "� .` /Re` `r- ?QC' /RIP/a4-777-,A, 30 00 // 7 E`A (4Wrt� %RB -JR10 `-ENT OD- r EA,SF,MENT 20.00' Irrigation Easement LOT I ROARING FORK PRESERVE N 90'00'00" E, 20.00' 30.0' EMERGENCY ACCESS N 865'0 ,33 W 28766 fl w AC2 021 i40i N85'..•,4 "W x3 0.9 2 1,0% Atioltikt, �e s,3a !'row �' • 20.0' EASEMENT BANN/N� LATERAL DITCH 1 128.34 rte_ D18 + �+r 87.05 e�\ 5.26' LOT 5 N 6936'19' 26.20 30.0' PEDESTRIAN & EMERGENCY ACCESS EASEMENT I ROARING FORK PRESERVE' 30.00' I LOT.2 ROARING FORK PRESERVE 132414 Sq. Ft. 3.040 4 cres± f104 POND EASEMENT & /-20.0' EASEMENT FOR BANNING LATERAL D /TC/f 4. e CENTERLINE Mac TERAL DITCH DE9 iii - 116.66' BINNING PITCH LINE TABLE LINE BEARING DISTANCE D1 N49'50'06"W 131.66' D2 S73'34'43 "W 30.00' D3 N00'00'00 "W 78.05' 04 N8911'33 "W 91.40' D30 N4 ' '06 ' W 1 4. 4' D6 S73'34'43 9W 91.96' D7 S85'22'26 "W 29.09' 08 N00'48'27 "W 121.44' D9 N00'48'27"W 66.57' D10 N87.46'11 "W 44.57' 011 S76'20 51"W 39.19' 012 N86 "58'41 "W 71.30' D13 N36'44'42 "W 102.46' D14 N87'46'11 "W 42.28' 015 576'20'51"W 39.33' D16 N86'58'41"W 83.60' D17 N36'44'42 "W 101.1' D1Q N90'00'00 "W 123.23', DQ 9 N62'20'53 "W 84.76' D20 N31'52'14 "W 42.56' D21 N86157'04 "W 184.12 D22 N5817'11 "W 40.99' D23 N43'21'51 "W 48.78' D24 N01'33`59 "W 139.30' D25 N05'36'54 W 108.84' LINE BEARING DISTANCE D26 N12'45 53 W 50.42 D27 N32'23 09 W 98.42 D28 N72'22 29 W 128.51 D29 S82'22 50 W 77.72 D30 N4515 48 W 117.09 D31 N73'2612 W 117.1 D32 N78'01 26 W 216.21 D3 S67'25 52 W 109.2Ir 034 N58'17'11 "W 33.26' ! , i W 036 N01'33'59 "W 130.4C D37 N05'36 54 E 11.0.8%. D3 N12'45 53 W 57.11 D39 N32'23 09 W 109,17: D40 N72'22 29 W "140.2# D41 S82'22 50 W 71.87 042 N45'15 48 W 112.2 - D43 N73'26 12 W 12 .9. D44 N78'01 26 W 223.2.. D45 S67'25 52 W 106.91 D46 S7314 43 W 70.66 D47 S85'22 26 W 5.04 048 N00'48 27 E 29,93 D49 N87`4611 W • 20.01 050 N30'22 30 E 20.3C LOT 9 ROARING FORK PRESERVE 100 GRAPHIC SCALE 100 N 2635'41' W x4.74' 400 ( IN FEET ) 1 inch 100 ft. ACCESS ROAD LOT 4 AND LOT 3 ,DAY SUB. CURVE TABLE CURVE RADIUS DISTANCE EL1 CHORD BEAR 1143 EL2 DELTA 179.49' 60.00 34.42 25.00 34.15 N 77'38 37 Vf 24'39 03 358.91' 80.00 34.36 17.45 34.10 N 53'00 49 W 24'36 33 572.29' 120.00 103.23 55.06 100.08 N 65'21 16 W 49'17 28 • 4 120.00 49.29 25.00 48.94 N 52'28 33 W 23'32 00 203.49' 155.B0r 120.00 51.54 26.17 51.15 N 53'00 49 W 24'36 33 EL18 80.00 68.82 36.70 66.72 N 65'21 16 W 49'17 28 LINE TABLE 'LINE BEARING DISTANCE AL1 N90'00'00 "W 23.39' AL2 N90'00'00 "W 13.53' SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 049 c D5 047 lee N D04827 4.16' . . DRAJN.4G \7 ;id `BASEMENT , o cP -411111rOglp 4 ELECT. IC EASEMENT LINE TABLE LINE BEARING DISTANCE EL1 S1 0'18'59 "W 187.17' EL2 583'34'43 "E 179.49' UL3 1 • • EL4 S82'37'03 "E 303.40' EL5 N13'52'30"E 358.91' EL6 N13'52'30 "E 361.81' EL7 581'47'34 "E 563.31' EL8 S81 °47'34 "E 572.29' EL9 586'01'11 "E 431.72' ELI S86'01'11 "E 428.49' EL11 S63'33'35 "E 163.27'_ EL12 S63'33'35 "E 186,97' EL13 N08 °09'39 "E 175.28' EL14 N08'09'39 "E 203.49' 155.B0r EL15 N05'QT40E EL16 N05'05'54 "E 140.42' EL17 N67'14'Q2 "W 266.22' EL18 N67'14'02 "W 251.60' EL19 N22'45'58 "E 20.00' EL20 S83'34'43 "E 173.30' EL21 S13'52'30 "W 48.11' EL22 S13'52'30 "W 53.25' 44 29 S 69'31'33" E 40.85' 0E1 DE2 0E3 LOT 4 ROARING FORK PRESERVE UTILITY EA5J WENT LINE TABLE LINE BEARING DISTANCE UL1 586'01'11 "E 96.64' UL2 563'33'35"E 27.63' UL3 S37'21 35 W 23.33 UL4 N70'39'33 "W 113.39' LOT 3 ROARING FORK PRESERVE I. WICATIO.(V EASEMENT L0T 1 LINE TABLE LINE BEARING DISTANCE IR1 N37'21135 "E 20,44' IR2 S6410'47 "E 106.83' IR3 S64'30'47 "E 108.60' 1R4 S50'39'27 "E 45.44' 1R5 S50'39'27 "E 48.04' 1R6 S78'53'54 "E 109.15' IR7 S78'53'54 "E 114.49' IR8 S80'39'47 "E 166.32' 1R9 S80`39'47 "E 169.92' IR10 N00'00'00"E 20.27' FELL EASEMENT FOR .LOf 4 LINE TABLE LINE BEARING DISTANCE WE1 N76'09r19''E 71.74' WE2 S76'09'19 "W 71.74' WE3 S13'50'41 "E 20.00' -∎• ,— -M. 88•5YC f 88.44 4 NON --- DEVELOPMENT EASEMENT NON - DEVELOPMENT EASEMENT 1 N,_784148 '5 7. 5728' EXISTING RELOCATE TRANSFORMER AND PHONE PEDESTALS vERFY TANK LOCATION IjIITN ENCsINEER ►�dt'I gas 20' UTILITY EASEMENT 4" S; UJA6E1 LINE FROM I-10 0E N 84 51'47 "w 279.12' -- -- - 868x4'1 " 33.95' septic Ala t' I ga s PROPOSED LOCATION FOR LEA-0;IFItkD (DISPERSAL MQUND.'FOR BOTH BUILDINGS IN THIS AREA SEE TIMBERLINE ENGINEERING FOR ISDS DESIGN SITE PLAN NOTES: 1, ARCH I TECTURAL 100 ' -Q" _ CIVL9' -I" 2. STRIP TOP SOIL PRIOR TO EXCAVATION AND STOCKPILE FOR RED #STRIBUTIQN AFTER FINAL GRADING AND FRIOR TO LANDSCAPING. 3. NO DEVELOPMENT ACTIVITY INCLUDINGt GRADING, LANDSCAPING OR VEGETATION Rl`10vAL, OCCUR OUTSIDE OF TIE EXISTING PROPERTY LINES, SHADED 51-IQWS P LOWER LE 4. FINAL GRADES TO PROVIDE ='OSITIVE DRAINAGE AT MINIMUM OF 12" in 10' -Q" AWAY FROM BUILDING. S. GENERAL CONTRACTOR TO CALL FOR SOIL'S NC�INEER FIELD INSFECTION AND REPORT UPON EXCUVATION FOR FOUNDATION. 3 TO NEAREST PROP, LINE 43' -C" 240' TO DITCH 0 O 100'RADI4IS TO WELL 0 0 6E AGE LINE FROM J r r vERIF'Y TANK LOCATION ION WITA ENCs1NE R ,SRAvE L /DIRT PIONEER DRIVE WAY AND TRAILER TURN - AROUND 0-. 4 4 PP -DONE R m Ir�FT. STONE BUTTF:E &$ AT EX1ST'C.1 241' CuLVER TYP.* 'EA. SIDE estimated TREE- ioc�tio E3E . BRUSH 'o 9• EdFPHCI■iE S�IADED AREA 15 BARN E.4 F k4ON N 05P59 "E 200.4D' 12" CMP INyER CLiLvERT TEV•L N 89659'55'' 215.39' BANNING LATERAL IRRIGATION pITcI•-I LOCATION DRAINAGE EASE EDGE OF 40' PRIVATE ACCESS 4 UTILITY EASEMENT CONNECTS TO: PONDEROSA PINES t.AY BRIDGE EDGE OF F)ND T1IS IDRAUJINCI IS BASED ON SURvE'11-- B'7" LINES IN SPACE J015 # O 1O DATED:2 -20 -Q0 LEG,6,L DESCRIPTION LOT 2, FIRST AMENDED PLAT OF MA' FLY BEND RANCI -I SUBDIVISION, GARFIELD COUNT'II COLORAO. CONTOUR INTERVAL: 1' -0' 0 10 20' wr S I TE PLAN EDGE 0 II' =2 -0" NEW ELEC./ HONE PEDESTALS E4PNQNE t V z (i I- 111 1 y , 0 .1 IN (1) 15 am nom MI IUM ■■■■■ ■ ■■■■■ ■■■■■■■ ■ •0I1 ■ ■■ •■ ■ ■1:'i■ ■■ ■■R ■■N ■■ ..sunH LU ■■■ ■■ ■i:; ■■n911■ •II ■■ R ■■ • ■■N+ ■ EMU' � m� iii Q Q ISSUE DATE=S CONSTRUCTION SET .7 l&I B2=0 // --"--, 'J„ , � 1..'-',. C ^ . n � I' "JJII,� ''rV 1 H , rte"" . T -r-- LL riTrll:1 M1 WW1 G" if •/ L.-,,,CE.' /f-->—' *----- W'r, M1 1,- _ —, .. y,i L1 • z Ld r 1 ti.'i • .I`�S� � rare t..r�l 1 �. DR4JJ D, AFFRQv'E= D 5I` DM (rte THIS DOCyVENT IS TI IE PROPER7 Y OF r /USF, ARCHITECTS, INC. A 'd'iF ITTEk AGREE =MENT GVITH MUSE ARCHITECTS. INC, SHALL \L'J' :AYS SSE REQUIRE[] 7OR LSE. NO PART F THIS DOCUMENT MAY SE USED FOR ANY POP POSE. OTHER TEAM FOI IHL TN LND -D LOCATION AND O'Jv:NiR AS SNOM, NIUSP ARCHITECTS. INC. SHALL RETAIN AI I RIGHTS. INCLUDING COPYRIGHT THERETO, 2G S _ T Ai cn.4 Pin SYSTEM DESCRIPTION TH.'S SYSTEM IS AN ABSORPLIONd CHAMBER 04ER A SAND FILTER TYPE WHICH IS DOSED WITH PUMPS. CONTRACTOR TO PROVIDE SAND GRADATION ANALYSIS TO ENGINEER FOR APPROVAL PROVR TO PURCHASE. THIS SYSTEM HAS ONE PUMP FOR THE HOUSE & ONE PUMP FOR THE BARN, BOTH WILL DELIVER EFFLUENT TO SEPARATE AREAS OF 711E LEACH HELP THE SEPTIC TANK & PUMP CHAMBER ARE INSTALLED IN SERIES, ONE TANK & ONE PUMP CHAMBER FOR EACH BUILDING. THE FIRST (TWO COMPARTMENTS) FOR SE?TL :,NC AND THE SECOND (ONE COMPARTMENT) FOR A PUMPING CHAMBER. THE VERTICAL RISE FOR EACH SYSTEM IS ±6 FT FRUtvf THE PUMP TO THE FIELD AND DISTRIBUTION PIPING. EFFLUENT IS TRANSFERRED FROM THE PUMPING CHAMBER TO A DISTRIBUTION VALVE AND MANIFOLD THEN TO THE I)IS7R(BUTION LATERALS - SEE PLAN FOR PIPE SIZES. THE DISTRIBUTION LATERALS TO BE ATTACHED TO THE INTERIOR TOP OF THE BioDiffusers. THE LATERAL DISTRiBUTfON PIPES HAVE 1/4" 0 HOLES AT 24 INCHES OC. THE SAND BED is 2' THICK- MINIMUM. GENERAL INSTALLATION PROCEDURES 1 ROPE CFF THE SITE TO PREVENT DAMAGE TO 7HE AREA, DURING OTHER CONSTRUCTION ACTIVITY ON THE LOT. VEHICULAR TRAFFIC OVER THE AREA SHOULD BE PROHIBITED TO AVOID SOL COMPACTION. 2. STAKE OUT MOUND PERIMETER AND RED IN THE PROPER ORLENTATION AS SHOWN 3. CUT AND REMOVE ANY EXCESS• :ME VEGETATION TREES SHOULD BE CUT AT GROUND SURFACE AND THE STUMPS LEFT IN PLACE 4. ROUGHEN THE BASAL AREA SURFACE WITH BACKHOE TEETH. ROTCTLLING TS NOT RECOMMENDED BECAUSE OF THE DAMAGE IT DOES TO THE SOL STRUCTURE. 5- CONTRACTOR TO PROVIDE SAND GRADATION ANALYSIS TO ENGINEER FOR APPROVAL. PRO/R, TO PURCHASE. PLACE THE SAND FILL OMER THE BASAL AREA. KEEP TRUCKS OFF THE ROUGHENED AREA. MOVE THE FILL iN70 PLACE USING A SMALL TRACK TYPE TRACTOR WITH A BLADE OR A LARGE BACKHOE W!TH ENOUGH REACH TO ACCOMMODATE DIMENSIONS OF THE SAND BED. MINIMUM SAND DEPTH IS 2 FEET. 6. CONTAIN SAND EDGES WITH BACKHLL MATERIAL AND FLOOD THE SAND TO SETTLE AND CONSOLIDATE LEVEL THE SAND BED AND INSTALL BioDiffusers AND DISTRIBUAO,N PIPING PER BioDiffuser RECOMMENDATIONS 8. DRILL POLES IN THE LATERAL DISTRIBUTION PIPING PER SPECIFICATIONS iN PLAN. 9. INSTALL THE BioDiffusers AND LATERAL DISTRIBUTION PIPING AT THE CROWN PER BioDiffuser RECOMMENDATIONS. 1C. MANIFOLD THE LATERAL DISTRIBUTION PIPES TO THE EFFLUENT TRANSPORT PIPE FROM THE PUMP. 11, BACKFILL BETWEEN B.ND.ffusers BY "WALKING iN" AND COMPLETE MOUND SLOPES. 12. PROVIDE FOR FROST PROTECTION BY ADEQUATE BACKFILL AROUND PIPING AND EFFLUENT LINE OR PROVIDE ALTERNATE PROTECTION WITH INSULATON. 73, PROVIDE DITCHES ABOVE THE HEW TO DIVERT WATER FLOWS AROUND THE rIEL D. 14. PLANT NATIVE GRASSES OVER THE ENTIRE MOUND. SHRUBS CAN BE PLANTED AROUND THE BASE AND UP TEE SIDE SLOPES. SHRUBS SHOULD BE SOMEWHAT MOISTURE TOLERANT SINCE DOWNSLOPE PERIMETER MAY BECOME WET DURING EARLY SPRING AND LATE FALL, PLANTINGS ON TOP OF THE MOUND SHOULD BE DROUGHT TOLERANT AS THL UPPER PORTION' OF THE MOUND CAN BECOME DRY DURING THE SUMMER_ A. CALCULATIONS - SAND FILTER /MOUND 7 PERCOLATION RATE = 1 -2 MPI AVG. (HP GEOTECH JOB # 105 0593) 2. FLOW RATE HOUSE = ( 4 BEDROOMS Y 2 X 75) = 600 GALLONS PER DAY FLOW KA TE BARN = 4 HORSES x 50 GAL /HORSE /DAY = 200 GPD KITCHEN SINK © 4.4 GPD /PERSON " 4 PERSONS = 77.5 GPO + LAVATORY 0 8 -4 GPO /PERSON * 4 PERSONS = 33.6 GPO + TOILET 24.8 GPO/PERSON * 4 PERSONS = 99.2 GPO TOTAL BARN FLOW 350.4 GPO THE DESIGN FLOW HOUSE - 600 x 1.50 == 900 GPO DESIGN FLOW BARN = 351 x 1.50 = 526 GPO TOTAL DESIGN FLOW = 1426 GPO 4. REQUIRED SEPTIC TANK CAPACITY HOUSE = 1,25 x 300 = 1125 GALLONS => USE ONE (I) - 1,500 GALLON TWO -- COMPARTMENT TANK REQUIRED SEPTIC TANK CAPACITY BARN = 1.25 A 526 - 789 GALLONS -? USE ONE (t) - 1,000 GALLON TWO- CCMPARTME.N T TANK 5. BASAL AREA HOUSE REQUIRED A = / 900 / 5 * 2 -7/2 = 255 SF PROVIDED A - 95 SF 6, ABSORPTION AREA REQUIRED •W HOUSE; DESIGN FLOW = 900 GPO SAND FILTER RATE OF 9.95 GAL/SF/DAY ABSORPTION AREA REQUIRED = 900/0.95 = 948 SF USE T8' -2" X 5?' -8" RECTANGULAR ABSORPTION AREA = 957 SF 7. BASAL AREA BARN REGU +RED A PROVIDED A 8. ABSORP -TION AREA DES"0N FLOW SAND FILTER ABSORPTION USE 18' -2- = ( 526 / 5) *2 ^1`2 = 149 SF = 620 Sr REQUIRED BARN: = 525 GPO RATE OF 0.95 GAL /SF /DAY AREA REQUIRED 526%0.95 554 FF 33' -2" RECTANGULAR ABSORPTION AREA 8. CONCRETE SEPTIC TANKS (ONE FOR HOUSE & ONE FOR BARN) ? ONE 1500 GALLON TWO-COMPARTMENT CONCRETE SEPTIC TANK FOR HOUSE, & ONE - i,000 GALLON TWO --- COMPARTMENT CONC. SEPTIC TANK FOR BARN. 2. THE TANKS SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE BUILDING. 3. USE RISERS TO BRING THE SEPTIC TANK ACCESS 'WNTHlA 6" OF FINAL GRADE. 4. THE INLET INVERT SHALL BE AL LEAST 3 INCHES HIGHER THAN THE OUTLET INVERT. 5. THE DISTANCE FROM THE OUTLET 'O'VERT TO THE UNDERSIDE OF THE TANK 70P SHALL BE AT LEAST 10 INCHES. 6. THE OUTLET TEE OR BAFFLE SHALL EXTEND ABOVE THE SURFACE OF THE LIQUID TO WITHIN ONE INCH OF IHE UNDERSIDE OF THE TANK TOP AND SHALL EXTEND AT LEAST 14 INCHES BELOW THE OUTLET INVERT. LIQUID DEPTH MUST BE A 1✓rI-NIMUM OF 30 INCHES AND THE M4;.IMUM DEPTH SHALL NOT EI CEED THE TANK LENGTH OR 60 INCHES, WHICHEVER !S LESS. THE TRANSFER OE LIQUD FROM THE FIRST COMPARTMENT TO THE SECOND SHALL BE MADE AT A LIQUID DEPTH OF AT LEAST 14 INCHES BELOW THE OUTLET (NVERT, BUT NOT I0 THE SLUDGE ZONE. B, AT ;EAST ONE ACCESS NO LESS THAN 20 INCHES ACROSS SHALL Si PROVIDED IN EACH COMPARTMENT. 10. ALL MATERIALS, INSTALLATION PRACTICES A.ND SETBACK REQUIREMENTS SHALL COMPLY WITH GARFELD COUNTY iNDiV,'DUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. C. PUMP CHAMBERS (ONE FOR HOUSE & ONE FOR BARN) 7. THE PUMPING CHAMBER IS THE SECOND TANK REQ'D FOR THIS SYSTEM - SEE PLAN FOR SPEC'S. 2. A SPECIAL INSTALLATION +5 REQUIRED FOR THE PUMP INSTALLATION. SEE PUMP SPECS FOR DETAILS, 3 SHALL BE WATERTIGHT TO PRECLUDE THE ENTRANCE OF GROUND AND SURFACE WATER_ 4. SHALL HAVE A MANHOLE OR iNSPECTTON PORT MTH A MINIMUM DIAMETER OF 20 INCHES. 5. THE TOP OF THE MANHOLE RISERS SHALL EXTEND ABOVE. THE FINISHED GRADE. N PUMP REQUIREMENTS MAY REQUIRE LEAD TIME TO MANUFACTURE. D. DOSING PUMPS (ONE FOR BARN & ONE FOR HOUSE) ORENCO BIOTLIBE PUMP PACKAGE WILL BE REQUIRED FOR EACH SYSTEM - SEE PLAN FOR SIZE. A LOCAL DISTRIBUTOR IS GRAND JUNCTION PIPE Sc: SUPPLY 97rG 963 5700. SHALL. HAVE A MANHOLE OR INSPECTION PORT WITH A ION/MUM DIAMETER OF 20 INCHES. THE TOP OF THE MANHOLE RISERS SHALL EXTEND ABOVE THE FINISHED GRADE. ALL MATERIALS AND WSTALLA.TIOS PRACTICES SHALL COMPLY WITH MANUFACTURERS' RECOMMENCADONS. 8. 7. 3. E, PUMP SETTINGS SEE PUMP SPECS FOR PUMP SETTINGS. ON -OFF FLOAT DIFFERENTIAL TO BE 48" MIN F. PIPING 1. WHERE PLASTIC PIPE AND FITTINGS ARE USED, THE MINIMUM WALL THICKNESS OF THE PIPE SHALL CONFORM l0 ASTM STANDARD 3034, SDR35 OR EQUI✓ALE.NT. ALL PRESSURE PPE TO BE SCHD.40. 2. ALL WASTEWATER LINES SHALL BE CONSTRUCTED OE COMPATIBLE PIPE, BOND/NC AGENT AND FITTINGS. IHE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: HE PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. IF .4 CHANGE IN ALiGNMENT OR GRADE IS NECESSARY, A CLEANOUT WILL RE REQUIRED AT THE CHANGE THE MINIMLIM GRADE OF THE PIPE MUST BE 1/ 8" PER F.00 T. THE MAXIMUM GRADE IS 1;/4" PER FOOT A MINIMUM OF 1 CLEANOUT SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDENCE. THE CLE ANOU T MUST BF LOCATED WITHIN TWO FEET Of THE RESIDENCE. IHE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER 4. THE TRANSPORT FIRE FROM THE DOSING TANK TO THE FIELD SHALL BE SCHEDULE 40 PVC PIPE - SEE PLAN FOR SIZE, 5. THE LATERAL. DISTRIBUTION PIPES (SEE PLAN :TOR SIZE) INSIDE THE BioDiffusers SHALL HAVE 1/4" HOLES DRILLED AS SPECIFIED IN PLAN. 6, THE LATERAL DISTRIBUTION PIPES SMALL HAVE A MAXIMUM OF HOLES PER RUN AS SHOWN ON PLAN. /. BETWEEN THE END HOLES, THE 1/4 INCH HOLES IN THE LATERAL DISTRI &'.TON PIPES SHALL BE ORIENTATED TO t O'CLOCK & 11 O'CLOCK A TERN'ATELY, H. THE =ND HOLES IN THE D +STRIBUT'+ON PIPE SHAH BE ORIENTATED DOWNWARDS TO FACILIT -ATE DRAINAGE OF THE PIPE AFTER DOSING. INSTALL SPLASH PLATES UNDER END HOLES. 9. IHE DISTRIBUTION PIPE SHALL BE FASTENED TO THE BioDiffuser '70P AS RECOMMENDED BY THE MANUFACTURER. G. BioDiffusers 7. ?HE BioDiffuser INSTALLATION SHALL. COMPLY WITH MANUFACTURERS RECOMMENDATIONS 2. INSTALL INSPECTION PORTS AT THE END OF EACH RUN. H. SAND FIL TER 1. CONTRACTOR TO PROVIDE SAND GRADATION ANALYSIS TO ENGINEER FOR APPROVAL PRGIR TO PURCHA 1E. 2 70E SAND SHALL BE CLEAN, COARSE SAND, ALL PASSING A SCREEN HAVING 4 MESHES TO THE INCH. 3. THE SAND SHALL HAVE AN EFFECTIVE SIZE BETWEE1 -L .25 AND .6 MILLIMETER (Tnm). 4. THE UNIFORMITY COEFFICIENT SHALL BE 4.0 OR LESS_ J. HE SAND SHALL BE AT LEAST TWO FEET DEEP BELOW THE BioDiffusers. 6 THE SAND SHALL EXTEND 2' BEYOND THE EDGE OF 171F BioDiffusers. 7. TIIE SAND MUST BE THOROUGHLY SETTLED BY FLOODING BEFORE THE BioDiffusers ARE PLACED. B. THE TOP OF THE SAND BED SHALL BE LEVEL. I. MOUND AT HAVE F �, EDGES 1 TOPSOIL COVERING THE BioDiffusers MUST HAUL A. MINIMUM DEPTH C. ,,OT ED SEE DETAIL SECTIONS A AND B. 2. THE FINAL SLOPE OF THE MOUND BACKFILL SHALL BE NO GREATER THAN 3: 1 (RUN: RISE)_ 3. FOLLOW BioDiffuser RECOMMENDATIONS FOR BACKFILL PROCEDURES. J. GENERAL ALL MATERIALS, INSTALLATION PRACTICES AND SETBACK REOUIREMENJS SHALL COMPLY WITH GARFIELD COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. K. SETBACKS WELL OFFSET.. = 100' + 8' * DATE - 10003/100 = 135' DITCH OFFSET: = 50' + 8' * ',1426 - 1000 /100 = 85' NOTE: WATERLINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS ARE CLOSER THAN TEN (10) FEET. PIPE OF SCHEDULE 40 RATING OR BETTER MUST BE USED OF SUFFICIENT DIAMETER TO EASILY SLIDE OVER AND COMPLETELY ENCASE THE LINE. RIGID END CAPS OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED IN A WATER -TIGHT FASHION TO THE ENDS OF THE ENCASEMENT PIPE. THERE MUST BE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE PIPE IN THE LOWERMOST SECTION OF THE RIGID CAP SO THAT THE CONVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPE. THE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDCAPS MUST BE SEALED WITH AN APPROVED UNDERGROUND SEALANT COMPATIBLE WITH THE PIPING USED. 620 SE -� -� NON = DEVELOPMENT EASEMENT NON-OE VELOPMENT EASEMENT J?5, COt iEL D 340 GALLON CON ORE0810TUBE PUMP P BETE TANK W/ INSTALL WA CCE KITS SODS, WATERPROFF ROOF PIPE ENTRA CE KITS AND MANHOLE'ISERS TO STOP ' RO[1NDWA TER FROM £ 1.25" DISCHARGE ASSEMBLY' W TERING TANK /- DR.��tAt�AC _CAPABILITY. 1,500 GALLON TWO-COMP NT CONCRETE TANK. IN TALL WATERPROOF PE ENTR CE KITS AND WATERPR MANHO R1 RS TO STOP G OUNOWA A H A A 45 BioDiffusers, 5 UNITS WIDE BY 9 UNITS IN LENGTH, ON A `�+ SAND BED TO EXTEND 7 FT (MIN.) BEYOND EDGE OF BioDiffusers. FIVE (5) - 2" FIELD DISTRIBUTION LATERALS 2 DEEP (MIN.) SAND BED. EACH LATERAL PIPE TO HAVE �" HOLES AT 24" OC, ALTERNATE HOLE LOCATIONS AT 11 O'CLOCK. LOCATE 1 HOLE AT THE BOTTOM AT EACH END OF DRAINAGE CAP ENDS OF ALL LATERALS. THE TOTAL NUMBER OF HOLES PER LATER LATERAL FOR PI PIPE E AND 1 IS 29. INSPECTION PORTS AT EACH END OF EACH RUN TYP., - -__.�- 10-TOTAL. ENTERING TANK 20' UTII It'r' EASEMENT TOP OF SAND--..101 2` Drs IBUTION 120 LF 125 MANIFO 12 p 102 " SCHEDUiE 40 TRANSPORT ORENCO DISTRIBU PIPE SLOPE 0 2Z N TO ENSURE VALVE MODEL COMPLETE DRAINAGE t4CK TO PUMA _ CHAMBER BETWEEN PUMP CYCLES. -45111C-=°'° g A S EER PIPE 0 FI 91.5' HOUSE LEACH AREA ftww BARN LEACH AREA PROPER r y LINES ION 05 - " ER PIPE 0 ELD'9 CLEANI UT W /IN F BUILDING I2• DISTRIBUTION MANIFOLD 0 EL =102 0 SAND EDGE MOUND PERIMETER 4' 4 PERO. HOLE TYP. O' Trw- LINED POND COPELAND 340 GALLON CONCRETE TANK W/ ORENCO BIOTUBE PUMP PACKAGE P5005. INSTALL WATERPROOF PIPE ENTRANCE KITS AND WATERPROFF MANHOLE RISERS TO STOP GROUNDWATER FROM ENTERING TANK 2" DISCHARGE ASSEMBLY W/ DRAIN -BACK CAPABILITY. 8135 "11ELL SETBACK ' N 25 BioD)�s T's A UNITS IN LENGTH, S UNITS ) SA GTFj 0 WIDE BY S �ND XTE 6 SAND BED :Ail�S�ifh/sers�til/N) BEYOND EDGE /CEH 7 SrRIBU>rpN LA r FIELD OLSLATERAL PIPE LATERALS. HOLE AT 30" OC, rp HAS y . O'CLOCK, L LOCCATONS Al RNATE Bp LOCATE AT 11 AND 1 LAT ROA ArEACH 1 HOLE AT THE T` TOTAL ipe AKTERA A AF SAC CAP i I LAIERA� UMBER pF Ha S THE I PORTS A PIPE' IS 13 LES P£R 1 TOTAL. END OF EACH RLIN>7 GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. I I I LI� R NER PI \ES I E- STONE BUTTRESS AT EXIST G 24" CULvERT- 0 TYP -a EA. S4DE 1,000 GALLON COMPARTMENT CONCRETE TANK. INSTALL WATERPROOF PIPE ENTRANCE KITS AND WATERPROOF MANHOLE RISERS TO STOP GROUNDWATER FROM ENTERING TANK !DAMNS LA/MAL !I T �T4 CATION ._ ..l _l._ -- ----, /40' PRIVATE ACCESS 4 UTILITY EASEMENT CONNEC -5 TO PONDEROSA PINES LIMY co • FF HOUSE =99.0 PAN \ PLASTIC TEE N1SALLEO TO T-aE W991 FR071 MANHaE I 6 W. MAX BACK FL. OVER ' r OPENING COVER of N.4t* cLE- ly Me•gloss Insulated Gasketed with Stair-ess Steel Bolts le•prcof PVC Riser with Grommets nd to tank adapter Witt a'Tmended adhes'c; *^ dvo:ERT TO BQYIOLw OF g0EMSfON yeerrsom -V. WATER' LEW p - �■ - ES R TRANSFER - a �� SECT!C)N "- WOOER. TAM( D L�ir���IaysA�°iA�Rnnrrrsr SEPTIC TANK DETAIL NOT TO SCALE CONCRETE PUMP CHAMBER W ORENCO BIOTUBE •Effluent Pumping System for Cold r4eather Appicatlon„ Crawl Bockfill Adapter (cast or bolted) 6 M'. WAX. 8AL( FILL OVER OPENING CCI•ER OF MANHOLE.. -\ Slope Ground .\ Away from Rlser Coortso l Pone� Conduit Seal ? c eL HATEFPRMIF SEAL AT ALL LiM( PENETRATQNS `'PEEXIT "7F8e rN_EyqT To- IM I N. OF TOP LIQMi Lquid Leve: Inlet Tee - THIS DRAWING SHOWS ALL EXISTING WELLS WITHIN SEACK DISTANCES (INCLUDING ON SURROUNDING PROPER TIESCON TOUR INTERVALS, ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LES, DITCHES, SLOPES OF GREATER THAN 15 %, WATER LINES, SPRINKLER SY'MS, SPRINGS, SUCTION (IRRIGATION) LINES, DRINKING WATER CISTERNS, DRAIN) r_ES, IRRIGATION DITCHES, LAKES, PONDS, WATER COURSES, STREAMS, FLOODPLAI, FLOODWAYS, DRY GULCHES, OR EXISTING SEPTIC SYSTEMS, AND ALL SUCFEATURES ON NEIGHBORING PROPERTIES WITHIN SETBACKS. NOT TO SCALE PVC 5pIlce box with Cord Gins Fiberafoss Insulated Gasketed Lid Tfe Stainless Steel Bolts 4:i SLOPE I FT MINWUM COVER oVER BioDiffuser DISTRBUDON MANIFOLD 0 EL -102 TOP OF SAND - 101. 1NBAL1 PLASH PLATES DIRrr iow DRAW NOLEs IN DIS7p1BIQN PIPE AT EAU /t. SECTION A HOUSE LEACH AREA BARN LEACH AREA gkoIffuser w/4LSTRIBLIT7ON LATERAL AT CRONN - SEF PLAN FAR RPE SIZE POSITIVE DRAINAGE 03X± INSTALL FILTER FABRIC OVER SAND AND BloDtflusere POSITIVE DRAINAGE 03%± ATTACH LATERAL 0 END OF EACH CHAMBER. 7' MAX UNSUPPORTED LENGTH. NO SAGS IN LATERAL /Mk r CAP ENO OF LATERALS AMMNBMEMft MMEMMENNMEMENNEMEMMW BioDiffuser END CAP DISTRIBUTION MANIFOLD 0 EL, -1020 TOP OF SAND - 101.0 DIRT LINE DURING CONSTRUCTION WORM FILL MATERIAL 4:1 COPE DXISTWG GROUND -100.0 y...,...n..rr.. 1.01.... ",...w ...,.....,r.+ .-.r.., P.- -n -,,_. M, A. - ..,.w,.rnw =.,.... n,.., ...w...A.,, , w., a, ..Aa AV, ,n.,A..,,, ,..=,e..ar War Wateroraof PVC Riser with Grommets � � PIPE 2141N 2' MNl, STIFLED OVER SCARIFIED EXISTING GROUND. EXCAVATE BOTTOM OF SAND =99.0 (bond to tank acap!er with -. -- - IF NEI'ESAR OR FILL FROM DaSTNG GRADE «114 SAND recommended edhesve) 0 �1.D =99.0 *'Dischcrge Assembly! � - AISCFIARL LINE AND DYSTRIBU7I0N SYSTEM MUST BE _ flexible Has` -C N1GURED TO ALLOW COMPLETE DRAINAGE. SLOPE TO = Fttf ^t s {g Disc iARI PIPE SUCH THAT EFFLUENT y ILL Flow BE NOD THAN 1' TRANSFER PIPE O HOUSE =96.0 BACK INTO THE PUMP TANK AFTER PUMP CYCZE / TRANSFER P1PE �" Pea Grovel Backf'i BELOW EXISTING GRADE / ', Tack Adapter (cost ar boted)SE PLAN FOR FLOAT DFR:REN11AL = wA17:R TABLE O 95.D 0 BARN =97.0 -Floe' Float kssemby LINE �Di SYSTEM MUST BE `-Flow Med ucer ALLOW COMPLETE `VaL NOT INSTALL CHECK VALVE BACK NTO TFiE PUMP THAT ANK AFTER PUMP CYCLE. -Vault Inlet arts SEE PLAN 2'b4iN. TRANSFER PIPE 0 FTEI.D -99,0 - : SEE OTHER PUMP ChAMBFR r=OR ADDITIONAL RECU+REMENTS Slope Ground Away {ram Riser v� _ Sz4tidu't Eo ' .",cruel Panel Conduit Seal .,. Er iquld '_evel E- 1 Inlet Tee '-051 Effluent Pump SEE PLAN FOR PUMP SIZE 'Filter Cartridge Drain Per. BIotJbe Pump Vault, *Pea Gravel Beckf I Recommended to HAS Prevent Frost Heave * *Discharge Lee and Distribution System Must be Configu ed to Allow Compete Drainage. (o■strlbu!ian system not shown) ATTACH LATERAL 0 END OF EACH CHAMBER. 7' MAX UNSUPPORTED LENGTH. NO SAGS IN LATERAL. SPRAY ORIENTATION 11- O'CLOCK & 1- O'CLOCK 1 FT M1k9MUM COVER OVER BloDiffsser INSTALL FILTER FABRIC OVER SAND AND 2' LITN. SAND BEDS SCAM? EXISTING ElicO fusers GROUND. EXCA,E IF NECESSARY, OR FRL FROM ExsG GRADE 1411H SAND EXISTING GROUND k 1 SLOPE ECT /ON B NTS NTS POSInvE DRAINAGE 10% POS1BVE °RA MAGE 0 10X * FALL TO TOP Of BioDiffusers NPTH SAND OR WASffEO STAKE LATERAL TYR. SEE PLAN FOR SIZE DISTRIBUTION MANIFOLD 0 EL. -102.0 4:I SLOPE TOP OF SAND = 101.0 DIRT LINE DURING CONSTRUCTION �"�� IMPORTED FILL MATERIAL EXISTING GROUND I SEE CLAN FOR QUANTITY REQD 2'MIN. TIMBERLINE ENGINEERING fr DRAWN BY DA Lot 2, Mayfly Bend GARFIELD COUNTY, COLORADO) r DATE 05/15/07 REVISIONS 05/15/07 change to concrete pump chamber SCALE AS SHOWN DRAWING INDIVIDUAL SEWAGE TREA TMENT SYSTEM PLAN SPECIFICATIONS &DETAILS SHEET Cl Riding Arena 0 O 0 - Existing Trees 40'- 0" Round Pen 0 Plant Key, Symbol Qty. Common Name /Scientific Name Colorado Spruce / Picea pungens Colorado Spruce I Picea pungens Colorado Spruce 1 Picea pungens 3 Ponderosa Pine / Pinus ponderosa 1 Ponderosa Pine / Pinus ponderosa gation Water 'lding Pond .r 4' -0" Gate ' 0 a No C 4'- 0" Gravel Path (3" compacted road base w/ 1" topping of 3/4" crushed gra el. Line with weed barrier, Edge with 4" meta! edging.) I/ r-� Paddock rr'1 7 Stream ( Begin stream at bend in existing ditch. Slope /@ 1 °,o Line stream wl Firestone "PONDGARD EPfpM" ) (48' -0" x 48' -0 ") Hay Barn Quaking Aspen / Populus tremuloides Quaking Aspen 1 Populus tremuloides Quaking Aspen I Populus tremuloides Royal Red Norway Maple / Acer platanoides Indian Magic Crabapple / Malus sp. Purple Robe Locust 1 Robinia pseudoacacia Shubert Chokecherry I Prunus virginiana 'Shubert' Size Spacing Condition 8' 12' min. Specimen 12' 12' min. Specimen 16' 12' min. Specimen 8' 12' min. Specimen 12" 12' min. Specimen 1" cal. 2" cal. 3' cal. 2.5" cal. 2" cal. 2.5" cal. 2.5" cal. 9 Native Chokecherry I Prunus virginiana melanocarpa 4 -5' 6 Globe Spruce / Picea pungens `Globosa' #10 21 Bailey Redtwig Dogwood / Cornus stolonifera `Baileyi' #5 Rosa x Magnifiaca / Double Red Shrub Rose #5 19 Abbotswood Potentilla I White Potentilla fruticosa #5 17 Froebell Spriea / Spirea japonica `Froebelii' #5 16 Icee Blue Juniper I Juniperus Horizontal's #5 16 Blue Avena Grass / Helictotrichon sempervirens #1 ll Barn 0 Sod • • r Native Grass 4 flats Bowles Periwinkle / Vinca minor 'Bowles' F15 16 flats Wooly Thyme I Thymus praecox `pseudolanuginosus' F15 L • Q 11 o.!• Sod rocv 230 6' min. 6' min. 6' min. As Shown As Shown As Shown As Shown 6' o.c. 5' o.c. 6' o.c. 4' o.c. 3' o.c. 3' min. 12" 12" 8" Field Collected Field Collected Field Collected Specimen Specimen Specimen Specimen B &B Full Full to base Full Full Full 8" For Flagstone Patio Mixed Perennials #1 18" {shade: Columbine, Geranium, Bleeding Heart; Lady Fern, Coral Bells. Campanula, Hosta Sun: Shasta Daisy, Blackeyed Susan, Primrose. Dayiily, Lupine, Coreopsis, Delphinium, Salvia, Iris. Sedum) 4,100 sq. ft. Sod 12,000 sq. ft. Native Grass Seed Als• C • eQ 0 a r ii i f +r1 02.5' 18" Culvert (Cover w/ 12" roadbase min.) € r i l Ir 6" Cor/crete Curl6 Covered Poro h 0 Parking 6'- 0" Concrete Walkway (6" Colored concrete. Color to be selected by owner.) 2 Turn Around Sd Native Grass Existing Ditch 0 / (To be sized by Ditch Company) f Proposed Head Gate J Flagstone Terrace (575 sq. ft. of random cut sandstone set on 4" sand setting bed. Stone to be selected by owner 2- 3'' gaps to be filled w/ topsoil and planted w/ groundcoiler.) 1 E=xisting Trees 6'- 0" Berm (Slope @ 2:1 max.) 4' 0" Wood Fence (2x6 timber. three rail fence.) General Notes and Specifications 1 . LOCATE ALL UTILITIES! Verify locations of all pertinent existing site improvements and utilities prior to commencing planting work. If part of this plan cannot be implemented due to site conditions, contact the Landscape Architect for instructions prior to commencing 2. Location of all trees shall be staked and approved by Landscape Architect prior to final installation. 3. Exact placement and shape of planting beds shall be reviewed by landscape Architect prior to final installation. 4 Plant quantities on plan take precedence over written quantities. 5. Align and equally space all shrubs and ground covers so designated per these plans and notes. 6. Four mil. steel edging shall be installed between all grass areas and planting beds. 7. All planting beds shall receive 3 Pine bark mulch: all herbaceous beds shall receive 3" finely shredded Pine bark mulch. 8 Grades shown in the landscape areas are finish grades, including 4" of topsoil in lawn areas and 8" of topsoil in planting areas. 9. All disturbed grades are to be seeded with Mayfly Bend's recommended native seed mix. 10. All shrub areas shall receive Mira -fi filter fabric. 11. All newly planted shrubs and trees, within native areas, shall receive drip irrigation., all sod and perennial areas shall receive spray Irrigation with 100 overlap. All native areas will receive rotor irrigation. This system shall be automatic. 12. Mulch all sown areas with 1 -2" of straw. 13. Landscape Contractor shall submit the company's written document regarding it's policy in plant guarantee and replacement to the own Each guarantee shall conform to the minimum standard of replacing all material including labor due to the sickness or death of a plant for the period of one year following final acceptance. Scale: " = 10'- on any work. er. Richard Camp Ct) "10 • po frn3 C14 co) g a. ;NI ,t 1 4-a czt ct Zt• MGM CA O a Date: Revised: March 7, 2007 Sheet: L -4.1 t 6 Tract A 1,204 Ac- 011 002, 853 Ac E R 2 305 Ac.'�'- r \f ,- 064 065 2e64 67 AR q� O2 Adjoining 2392 447 Ac. 441 A.,C 6 C7%6 555 Ac S U B 17 1 67i REy T J B5f 58 B4 R 04 � C44 043 i��) 046 1 / 3 42 4B 43 44 !';231 07- \( 405 Ac. A 0 A R I N G TRA T 1 GOKIMON •PEN SPACE 20.384 A rest 0E LOT 3 4.020 Acres+ MA 20 LOT 1 4.029 Acres± ND RANCH SU I!VISION LOT 2 4.056 Acres+ LOT 5 3.040 Acres+ 2393 -- 362 -20 --006 005 L LT] T 9 671,371 S.F.± 15.412 Ac.± REARI G FL 46 �O2 27 02, 2 041 41 P H A S E 25>' `�2 4 4 IV 39 3 c.30 8) r � � 036 3B 3J 37 ~J J 034, 38 1� � } l'-�9 COMMON AREA34 3 4 023 006 (j6-1."; (201 0021 I /~ 0 c3 �I O oc6 U. R NCH CREEi< /I Fi W- 2393 - 253 -00 -265 Y 8 L 02 2 ,, 20 9 J 2�G 52 (020 032 c ". 0 3 m HLGG. 3. C I3 4 COMMON T FF F F: 0 RECREA rFON p FF (O2 L ET I 219,999 S.F.± 2050 Ac.± LET 4 344,033 S.F.t 7.897 Ac.A 'DRESER\ /E LII 555," 02 S.B± 12.7.2 Ac.± LOT 7 557,909 S.F.+ 12.808 Ac.± (12 LET 6 436,875 S.F. 1G.029 Ac.+ C92 DENVER & RIO W.C. A 35 GRAME 2393- 354 -00 -056 WESTERN RAILROAD 24 R.O.W. LOT a 4 250,000 S.F. 5.739 Ac.± 15 L ❑T 3 254,580 S.F.+ 5.844 Ac.+ LET 4'73,659 S, E.+ 9.726 Ac.± 22, C o u n 016 7 13 _ot 4 R `i 23 S REgER�F 4) .C. E F F 1 0 0- 2 1 T.t�. R.88W. ?PROVED COUNTY ASSESSOR ijoining 2463 F 12 K 00 0 F C ! .,r1 NS R ;A 0 0 2 R r U E 8 R ELG. 5 21 I LO 8 ELG. 1? /C2 BI.G. 14 `L) &r_ LsE RANCH AT THE &1 ROARING FORK COINDS. w9 xEN /i TION1 CnNSE, /VATON EASEN EN T VA " 2393-361-00-005 I 025 25 G 001 Lot 3 (024 25 1 30 31 241 COAL 23 H ° OO4 SE 1 ' 002 k ((6 (02 10 19 Lot 2 i' tI • t • :01"re"•+e•• h&ae• 4 Lot VI tit 22 267 ' M G Cr,`, CO 21 1 T.7S.-- R.88W. SEC. 36 6 CO c1 27 26 34 Adjoining 2393 2393 - 263 -00 -002 04j q.A 2393- 341 --00 --303 byi Lot 5 GOOSE CREEK SUBDIVISION 2n 1 Lot r -- VA Lot 2 0 co 4 co 0 34 Lot 3 Lot 4 D 0� L0 004) 042) 003 A�� 2393- 344 -00- -009 3 Adjoining 2393-29 4 21 A \; C x C 0 0 A, ~tom R 0 A° G 5 ETD 10 A .32 A. Y' 1.00 A. A -29 A.I .34 A. 1.00 A. 94 A. ^I 212 1 00 A.. 5 9 4.03 A. 1.00 A- 1 O 1.30 A. .70 A. 1 03 A. 7 .43 A, �0 �2 .A 100 A. 5.00 A 07'2> .80 A. S 2L2 � 2 -35 A. it �` L _A 11� F 2.35 A. 2.27 A. 7, F O R K R F: 8-28 .1., 2 50 A. _ - - -.. � 22 213 A. l ) 1.02 A, 0 - - -- - -- _ 3.0 A.! 5,07 A. ,'!l 517 A. �] --- a I'z( 7/s 5 C 5 A. C,_. 1 , -� �-- i Tax Exer.'lpL - '.� —�_.________________4_13_,5,_._ O T „z4 gas AAC: �� � �' �'�_ � �� Harris Sub -piv, Exemption �' � i� Lot H �� — _.- 2.39 A. t —,__� Ei C �2 39 AC. 1 —� C-1_____------------- U t �� by t ` 2 4'5 l� l �— ]1.38 A. +� + Tax Exempt E R « a d -�_ Tot .a L !� �, �' —.—.� wit }' of Carl:andalr_ i33 A, _________ ,,,,,r0::, ----2_4_5:''______________________ ____ 62------,-----.,,,, = I 0 � A �C D F �1' F S E R 19 v. c. 1.91 A 92,1 R Q I 0 \, 2 R j G 6 b_F:0 Ac 5 33 A- 381 A. 1 47 A (-05..3>\ 3 2 1 P,T. APPROVED COLJN'17 ASSESSOR Adjoining 2463 -02 S. 15 5.83 Ac. 6 0 k 7.47 Ac. 2393 -- 362._2x_096 00':1-1.40''1 Oi'E, J SPACE 20.584 Ac :res± 26 25 18 6 .LIAYFLY BIW.D Ir4NITGH SUBIJIVISIO. ' -\ 4.051 Acres± 2 /� 3, 2393- 363 -19 -009 LOT 9 ROARING _FORK PRESERVE II� C, n.? 0 0 2393- 363 -19 -008 LOT 8 T.7S.R.B8W. SEC. 35 14 36 2 27 26 34 dl 2393- 263 -00 -002 Adjoining 2393 V A 2393 - 341 -00 -303 Lot 5 Coog) �A 4 Lot 1 Lot 2 GOOSE CREEK 002 Cot 3 Lot 4 SUBDIVISION (Ti oaf S/ 2393 -344 C C, 34 Co_ Adjoining 2393 -26 \ 2 A �. 1 C C 0 Al 1,1 0 AT 4 44 191 s^ o S 4•3' 2393- 344 -00 -009 C 3 APPROVED COUNTY ASSESSOR 035 J A .32 A. A .29 A.I 01 1.00 A. 1 -00 A. ss 1. 94 A 91 .94 A,1 A 4,03 A. 1.00 A. 015} 1.30 A. 00I ) .70 A. 1.00 A, 43 A. 1.00 A.1 3,41 A. (03g) C T P O R K �\ 1? L k N Z iC 2.60 A. 9.29 A. 11C, K 4C Y �` 5.00 A. 2.00 A. 1` 2.13 A- 1.91 A 4 6 33 A. / / / 3 -81 A. - 1.02 A. / '� -- �i - �/ (02-1-\+ '--J I 4? A. .68 A. % � I S y 2.35 A. /1 L A .\T 2.35 A. �27 032) Tax Exempt U.S.A. 4 2.27 A. A. 5 -j7 A- I_ If 1ti; j 7 A. 4 ; -_ ,rte 5 ! --`�� i� 4.13 A. l I (0.--.3 4/ 11 ` - 2.49 AC. j.-� ! ' .---- 1 '._'1__2'1 � Farris Sub-Div Exemption 1'� I Lot B :0444 2.39 A. -----,__- -T i 2.34 AC. i i1 r� i` 11 II bl �?1' I I Tax Exempt I City of Cnrhondale )28, C 5`07 A. 0 u n t 37 11.25 A. �� R a ci l.,a A DEN v IV o. 1 0 0 R I O r RAND E 2 D.P T. W E S T E R N 6 W.c. R A 0 A D R. O.W. Adjoining 2463 -02 S. S. ,5 I CJs k 0 6.50 Ac. C;> 5.93 Ac. 211 0 I� 26125 1 + 6 18 7 7.47 Ac- 3/ 2303- 362- -20 -005 002IMON C ?L).J SPACE 20.384 0cres± /VA YFI,Y BF_ !VD RANCH SL B IV/SIO N LOT 4 4 -051 Acres± 13 2393- 363 -19 -009 LOT 9 ROARING FORK. 1 2393- 363 -19 -008 ? OT 8 1 14 36 �--' - ,!� 6 --+1 /---A. �' n n T. 7S. -R. 88W. SEC. 35 211 PRESERVE