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HomeMy WebLinkAbout6.0 PlansSKETCH PLAN/PRELIMINARY PLAN DOCUMENTS FOR SECTIONS 27, 28 & 34, TOWNSHIP 5 S, RANGE 92 W, 6TH P.M. VIOINflY MAP COVER SHEET PRELIMINARY PLAT EXISTING CONDITIONS MAP GRACING, DRAINAGE AND EROSION CONTROL PLAN IMPROVED SHARED DRIVEWAY PLAN AND PROFILE MASTER UTILITY PLAN DETAIL SHEET TERRI PATRICK PO BOX 561 RIFLE, COLORADO 81650 PHONE: (970) 625-2534 HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 MULVIHILL, GENE TRUSTEE FOR ANDREW 355 MADISON AVE #3 MORRISTOWN, NJ 07930-6910 REBAR AND CAP (FOUND) L.S. # 27613 1.10'08" SITUATED IN REBAR AND CAP (FOUND) L.S. ## 2761 582,74' PRELIMINARY PLAT G -__TS SU S -LT _ DIV s THE W1/25W1/4 OF SECTION 27, E1/2SE1/4 OF SECTION 28, AND THE NW1/4NW1/4 OF SECTION 34, TOWNSHIP 5 SOUTH, RANGE 92 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 1 BAILEY, DAN L. AND DAWN R, 1171 COUNTY RD. 259 RIFLE, CO 81650 S 84'20'594 REBAR AND CAP (FOUND) L.S. # 27613 443.78' 0 I 40' ACCESS UTILITY EASEMENT 1 I w a1 LIN 11 SCK 1 I 11': 11' 11 1 I 113 IID Iv ID Q I I 4 it 50.00'w (o 0 0) z O (it THE FARMER'S IRRIGATION \ COMPANY I;iTCH (FICo) EASEMENT ESTABLISHED 50' OFFSET FROM 10TH SIDES OF THE WATER'S EDGE 0) O 30' ACCESS EASEMENT BK621 /PG615 REBAR AND CAP (FOUND) L.S. # 27613 30.00' INGRESS, EGRESS AND UTILITY ESMT, BK 1026/PG378 BK 1018/PG152 TERRY D. MILTON 1180 COUNTY RD 259 RIFLE, CO 81650 REBAR AND CAP (FOUND) L.S. # 27613 GARFIELD COUNTY PUBLIC RIGHT OF' WAY 0.794 AC * M O REBAR AND CAP (SET) L.S. # 19598 c3� THE FARMER'S IRRIGATION COMPANY DITCH (FICo) `9o., 1-1.. EASEMENT ESTABLISHED 50' FROM BOTH SIDES OF co. • THE WATER'S EDGE REBAR AND CAP (FOUND) L.S. # 27613 rc 30' ACCESS EASEMENT BK621/PG615 REBAR AND CAP(FOUND L.S. # 2761 0 0 PELIMINAz' 0 TRU 0 REBAR AND CAP (FOUND) L.S. # 27613 WC THE JAMES EVERETT JEWELL FAMILY TRUST, DTD 10-23-97 1102 COUNTY RD 259 RIFLE, CO 61650-8708 S90'00 00" W NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST 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 CERTIFICATION SHOWN HEREON. N 00'12'22" W 21.01' POINT OF BEGINNING SW CORNER OF SECTION 27 N 00'05'33" 69.92' REBAR AND CAP (SET) L.S. # 19598 C2 N 8519'52" W COUNTY ROAD 2 150.72' REBAR AND CAP (SET) L.S. # 19598 N 77'37'58" W 20.94' REBAR AND CAP (SET) L.S. # 19598 ELSWORTH, DALE GARY 1529 COUNTY ROAD 259 RIFLE, CO 81650 REBAR AND CAP (SET) L.S. # 19598 REBAR AND CAP (FOUND) L.S. t/ 27813 50.00' WC DWIRE, ALAN F. AND LINDA L. 1164 COUNTY RD 259 RIFLE, CO 81650 CL OF 30.0' INGRESS, EGRESS AND UTIL. ESMT. BK1021 /PG249 BK999/PG527 BK608/PG285 PLAT fIOTES! 1. THIS SURVEY IS BASED ON A WARRANTY DEED RECORDED IN THE RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO ON 2/17/97 IN BOOK 1026 AT PAGE 378 AND RECEPTION N0, 511059 AND CORNERS FOUND IN PLACE. 2. BASIS OF BEARING FOR THE SURVEY IS A BEARING OF N00'18'21"W BETWEEN BETWEEN THE SOUTHWEST CORNER OF SECTION 34, A 3" BRASS CAP L.S. NO. 10732 IN PLACE AND THE NORTHWEST CORNER OF SECTION 34, A 3" BRASS CAP L.S. NO. 10732 IN PLACE. 3. THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT TO THE TERMS, PROVISIONS AND CONDITION OF (i) GARFIELD COUNTY APPROVAL RESOLUTION NO, CAPTIONED "A RESOLUTION CONCERNED WITH THE APPROVAL OF A PRELIMINARY PLAN FOR THE SILT HEIGHTS SUBDIVISION" RECORDED IN BOOK AT PAGE AND RECEPTION NO. AND (11) THE DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR THE SILT HEIGHTS SUBDIVISION RECORDED IN BOOK AT PAGE AND RECEPTION NO. (HEREINAFTER "PROTECTIVE COVENANTS"), 4.'EA,Ct i3OTWILL REQUIRE A. ENGINEERED SEWAGE DtSP©SAL SYSTEM*, 5. THAT ALL EXPENSE FOR STREET MAINTENANCE SHALL BE FURNISHED BY THE SILT HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION, NOT BY THE COUNTY OF GARFIELD. 6. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, EACH LOT WILL BE STAKED AND CERTIFIED BY A REGISTERED LAND SURVEYOR VERIFYING BUILDING LOCATION WITHIN APPROVED ENVELOPE. 7. GRADING FOR CONVEYANCE OF STORMWATER AWAY FROM STRUCTURES SHALL BE THE RESPONSIBILITY OF EACH LOT OWNER. ALL OWNERS SHALL ALLOW FOR CONVEYANCE OF STORMWATER THROUGH THEIR LOT. 8, ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT AND THE DOG SHALL BE REQUIRED TO BE CONFINED WITHIN THE OWNER'S PROPERTY BOUNDARIES. 9. ANY WETLANDS ON THIS PROPERTY NOT TO BE PRESERVED AS OPEN SPACE WILL BE RESTRICTED TO NO DEVELOPMENT AND BE AVOIDED THROUGH CAREFUL DESIGN OF LOTS AND DRIVEWAYS. 10. NO OPEN HEARTH SOLID -FUEL FIREPLACE WILL BE ALLOWED IN ANY NEW DWELLING ANYWHERE WITHIN THE SUBDIVISION. ONE (1) NEW SOLID -FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET.SEC.,AND THE REGULATIONS PROMULGATED THEREUNDER, WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. 11. COLORADO IS A "RIGHT -T9 -FARM" STATE PURSUANT TO C.R.S. 35-3-101, ET. SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AIJD A HEALTHY RANCHING SECTOR. ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND TI -E APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENTS, HERBICIDES, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NA VIRALLY OCCUR AS PART OF' A LEGAL AND NON -NEGLIGENT AGRICULTURAL OPERATIONS, 12. ALL OWNERS OF LAND, NETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUN'Y REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DTCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAiif iAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOU1 THESE RIGHTS AND RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE OF INFORMATION IS "A GUIDE TO RURAL LIVING AND SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO ;TATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. 12. THE APPROVAL OF THIS SAT SHALL CREATE A VESTED PROPERTY RIGHT PURSUANT TO ARTICLE 68 OF 6tTLE 24, COLORADO REVISED STATUES, AS AMENDED. 13. EACH LOT ADDRESS SHAL BE MARKED AND LOCATED SO AS TO BE CLEARLY VISIBLE FROM THE NEAREST DOICATED ROAD. 14, ALL STREETS ARE DEDICA'ED TO THE PUBLIC BUT ALL STREETS WILL BE CONSTRUCTED TO STANDARDS ;ONSISTENT WITH SECTION 9:35 OF THE SUBDIVISION REGULATION OF 1984, AS AMODED AND REPAIR AND MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE INCORORATED HOMEOWNERS ASSOCIATION OF THE SUBDIVISION. 15. ,$asfa....Qi4 ° THE ..AN.A+YSISOF...TLE -SUBSOtLS_. flN ..THE PROPERTY, INDIVIDUAL SEWAGE ✓I" EAT N~` 'r SYSTEM AID FOUNDATION DESIGNS ARE REQUIRED TO BE CONDUCTED BY A REGISTEREDPROFESSIONAL ENGINEER LICENSED TO PRACTICE WITHIN THE STATE OF COLORA0. THESE STUDIES AND OR/PLANS SHALL BE SUBMITTED WITH THE INDIVIDUAL BUILDING PERMIT APPLICATION FOR EACH LOT. THE COST OF THESE STUDIES SH,LL BE BORNE BY THE INDIVIDUAL PROPERTY OWNER. 16. THE MINERAL RIGHTS ASOCIATED WITH THIS PROPERTY (ALSO KNOWN AS PARCELS 1,2,3, AND 4 OF TIE SILT HEIGHTS SUBDIVISION) HAVE BEEN PARTIALLY SEVERED AND ARE NOT FUUY INTACT OR TRANSFERRED WITH THE SURFACE ESTATE THEREFORE ALLOWING THE F)TENTIAL FOR NATURAL RESOURCE EXTRACTION ON THE PROPERTY BY THE MINERAL:STATE OWNER(S) OR LESSEE(S). 17. ALL DOMESTIC WATER JJPPLIES SHALL INCLUDE TREATMENT BY A REVERSE OSMOSIS (RO) TYPE SYSTEtv ALL ISDS SHALL BE DESIGNED TO ACCOMMODATE THE WASTE WATER FROM THE W,TER TREATMENT SYSTEM. 18. NO FUTHER DIVISIONS LAND WITHIN THE SUBDIVISION WILL BE ALLOWED. 19. ALL EXTERIOR LIGHTIN(WILL BE THE MINIMUM AMOUNT NECESSARY AND ALL EXTERIOR LIGHTING WILL BE)IRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISN, EXCEPT THAT PROVISIONS MY BE MADE TO ALLOW FOR SAFETY LIGHTING THAIGOES BEYOND THE PROPERTY BOUNDARIES. 100 LEGEND • • • /7/ IRRIGATION DITCH EASEMENT EASEMENT BUILDING ENVELOPE ROAD CENTERLINE LOT LINE / R.O.W. LINE WETLANDS NON DISTURBANCE AREA IRRIGATION AND FIRE PROTECTION EASEMENT 5t RAPHIC SCALE 100 200 400 ( IN FEET ) 1 inch = 100 ft. LOT NO. 2 3 4 AREA (AC*) 5.229 6.056 8.285 16.073 LAND USE SUMMARY ZONE A/R/RD A/R/RD A/R/RD A/R/RD ADDRESS 000 COUNTY ROAD 000 COUNTY ROAD 000 COUNTY ROAD 000 COUNTY ROAD TOTAL LOT AREA 35.643 RIGHT-OF-WAY AREA 0.794 COMMON AREA/ OPEN SPACE 0,000 TOTAL AREA 36.437 EXISTING ZONING .. A/R/RD - PROPOSED ZONING .. A/R/RD TOTAL DEVELOPMENT AREA = 36.437 ACRES* TOTAL NUMBER OF LOTS PROPOSED = 4 TOTAL NUMBER OF DWELLING UNITS PROPOSED = 4 TOTAL NUMBER OF INDIVIDUAL DWELLING UNITS PROPOSED FOR EACH LOT = 1 TOTAL NUMBER OF ADDITIONAL DWELLING UNITS: 0 PER LOT = 0 TOTAL NUMBER OF PROPOSED OFF-STREET PARKING SPACES: 4 PER LOT a 16 TOTAL GROSS DENSITY PROPOSED, NUMBER OF DWELLING UNITS AS A RATIO TO THE TOTAL DEVELOPMENT AREA: 0.110 DU/AC LINE TABLE LINE LENGTH BEARING L1 58.00 N87'15'53'W L2 18.00 N87'15'53'1.4 CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING _ DELTA C1 66.79 119.59 83.35 104.24 551'04'22"W 102.35'11' C2 800.00 107.49 53.83 107.41 581'28155'F` 7'41'54' C3 160.00 35.11 17.6335.04 512'32'39'E 12'34'23' C4 400.00 94.65_ 47.55 _ 94.43 S25.36'37'E 13'33'28' C5 60.00 19.54 9.86 19.45 _ 583'24'274W 18'39'20' C6 60.00 58.45 31.78 56.16 546'10'22V55.48'48'+ C7 60.00 67.14 37.57 63.69 513'47'21'E 64'06'39' C8 60.00 43.38 22.68 42.44 566'33'17'E 41'25'12' C9 60.00 198.50 INFINITE 120.00 502'44'07'V 180.00'00' CQUNTY SURVEYOR'S CERTIFICATE 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 102 (REVISED). GARFIELD COUNTY SURVEYOR DATE SURVEYOR'S CERTIFICATE I, FRANK W. HARRINGTON, DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADG THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE SILT HEIGHTS SUBDIVISION, 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 LOTS, EASEMENTS AND STREETS OF SAID SUBDI✓ISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITF- APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND AID THAT IT COMPLIES WITH C.R.S. 38-33.3-209. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS DAY OF , A.D. 200__. FRANK W. HARRINGTON, L.S. #19598 ATTORNEY'S CERTIFICATE I, DANIEL D. LEMOINE, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS SUBDIVISION IS IN SIBSTANTIAL COMPLIANCE WITH THE GARFIELD COUNTY SUBDIVISION REGULATIONS OF 1984 AND THAT ALL DEDICATION TO THE PUBLIC, AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ALL LIENS, CLAIMS AND ENCUMBRANCES OF RCORD EXCEPT: ATTORNEY DATE BOARD QF COUNTY COMMISSIONERS CERTIFICATE THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO THIS DAY OF A.D. 20__, 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, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS AND FURTHER THAT SAID APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC HIGHWAYS. BY: BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORACO CHAIRMAN WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD. ATTEST: COUNTY CLERK VICINITY MAP SCALE: 1" = 2000' OERTIF)CATION OF DEDICATION AND OWNERSHIP KNOW ALL MEN BY THESE PRESENTS: A PARCEL OF LAND SITUATED IN THE W1/2SW1/4 SECTION 27, E1/2SE1/4 SECTION 28 AND THE NW1/4NW1/4 SECTION 34, TOWNSHIP 5 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 27, THE POINT OF BEGINNING; THENCE N00'12'22"W ALONG SAID WESTERLY BOUNDARY OF SAID SECTION 27 A DISTANCE OF 21.01 FEET; THENCE LEAVING SAID WESTERLY BOUNDARY N64'02'26"W A DISTANCE OF 187.83 FEET; THENCE N61'22'12"W A DISTANCE OF 236.68 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 400.00 FEET AND A CENTRAL ANGLE OF 13'33'28",. A DISTANCE OF 94.65 FEET (CHORD BEARS N25'36'37"w 94.43 FEET); THENCE N18'49'52"W A DISTANCE OF 203.24 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 160.00 FEET AND A CENTRAL ANGLE OF 12'34'23", A DISTANCE OF 35.11 FEET (CHORD BEARS N12'32'39"W 35.04 FEET); THENCE N06'15'25"W A DISTANCE OF 760.77 FEET; THENCE N01'06'08"W A DISTANCE OF 443.92 FEET; THENCE N81'10'08"E A DISTANCE OF 582.74 FEET; THENCE S84'20'59"E A DISTANCE OF 443.78 FEET; THENCE S02'08'39"W A DISTANCE OF 906.62 FEET; THENCE S02'44'07"W A DISTANCE OF 906.33 FEET; THENCE N85'19'52"W A DISTANCE OF 150.72 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 800.00 FEET AND A CENTRAL ANGLE OF 07'41'54", A DISTANCE OF 107.49 FEET (CHORD BEARS N81'28'55"W 107.41 FEET); THENCE N77'37'58"W A DISTANCE OF 20.94 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 66.79 FEET AND A CENTRAL ANGLE OF 102'35'11", A DISTANCE OF 119.59 FEET (CHORD BEARS S51'04'22"W 104.24 FEET) TO A POINT ON THE WESTERLY BOUNDARY OF SAID SECTION 34; THENCE N00'05'33"W ALONG THE WESTERLY BOUNDARY OF SAID SECTION 34 A DISTANCE OF 69.92 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 36.437 ACRES, MORE OR LESS. THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS SILT HEIGHTS, A SUBDIVISION OF A PART OF GARFIELD COUNTY, COLORADO. THAT SAID OWNER DOES HEREBY MAKE THE FOLLOWING DEDICATIONS OF PORTIONS OF THE SAID REAL PROPERTY: 1. THE 40 FT EMERGENCY ACCESS AND UTILITY EASEMENT DEPICTED HEREON IS FOR THE USE OF THE LOT OWNERS AND IS TO BE MAINTAINED BY THE SILT HEIGHTS SUBDIVISION HOMEONWER'S ASSOCIATION, SUBJECT TO THE RIGHT OF ALL APPROPRIATE UTILITY COMPANIES, INCLUDING WITHOUT LIMITATION, THE SILT HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION, A COLORADO NON-PROFIT ASSOCIATION, TO, UTILIZE SAID EASEMENTS FOR THE INSTALLATION, MAINTENANCE AND REPAIR OF UTILITIES SERVICING THE SILT HEIGHTS SUBDIVISION. 2. THE EASEMENT PARCELS AS IDENTIFIED AND DESCRIBED ON THE ACCOMPANYING PLAT ARE HEREBY DEDICATED AND SET APART TO THE SILT HEIGHTS SUBDIVISION HOMEOWNER'S. ASSOCIATION SUBJECT TO THE TERMS, CONDITIONS AND RESTRICTIONS SET FORTH WITHIN: A) THE AGREEMENT EXECUTED BY OWNER AND THE SILT HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION AND RECORDED IN THE RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO ON IN BOOK , AT PAGE AND RECEPETION NO. B) THE DEED CONVEYED BY OWNER TO THE SILT HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION AND RECORDED IN THE RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO ON IN BOOK , AT PAGE AND RECEPTION NO. C) THE DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR THE SILT HEIGHTS SUBDIVISION RECORDED IN THE RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO ON IN BOOK , AT PAGE AND RECEPTION NO. 3. THOSE PORTIONS OF THE ACCOMPANYING PLAT WHICH ARE DEPICTED AS UTILITY EASEMENTS ARE HEREBY DEDICATED AND SET APART TO ALL APPROPRIATE PUBLIC UTILITIES INCLUDING WITHOUT LIMITATION, THE SILT HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION, AS PERPETUAL EASEMENTS FOR THE MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES, INCLUDING WITHOUT LIMITATION, WATER AND SEWER LINES, ELECTRIC LINES, GAS LINES, AND TELEPHONE LINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENTS AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. IN WITNESS HEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS DAY OF , A.D., 20___. OWNER: TERRI PATRICK BY: TERRI PATRICK TITLE: OWNER STATE OF SS COUNTY OF THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , A.D., 20___ BY TERRI PATRICK AS OWNER. MY COMMISSION EXPIRES: WITNESS MY HAND AND SEAL NOTARY PUBLIC CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT O'CLOCK __.M., ON THE DAY OF , 200__, AND IS DULY RECORDED IN BOOK , PAGE , AS RECEPTION NO. CLERK AND RECORDER BY: DEPUTY re LU L ZctO Pi toQLU 6 F,90 E256 9- U' a1 ON3; a z- N z o °a g ;1i �i 6 PIE co z 0 N It 3/25/O6 O z PROJECT NO. 200002.3.02 EDG. OF VEGET ON IRRIGATION DITCH REBAR & CAP LS27613 R=400,00 L=94,65 Ton=47,55 .6=13'33'28" 2 PIPES REBAR & C/;P Y WIRE • -5710- EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING GRAVEL ROAD WETLANDS EPDM POND LINER PROPOSED GRAVEL ROAD PROPOSED CULVERT PROPOSED ROAD CENTERLINE PROPOSED LOT LINE PROPOSED SILT CONTROL FENCE PROPOSED EASEMENT 40S PROPOSED HAY BALES DRAINAGE FLOW PATH ND RtIAIIMPROVEMT EROSION CONTROL BALES SEE DETAIL SHEET EXISTING FENCE STA: X98,84 OFFSET: 0;'00 R 4v0,44;0ALA:44TRO 60 30 GRAPHIC SC LE 60 ( IN FEET ) 1 inch = 60 121 240 • XISTING POWER POLE TO BE RELOCATED XISTING OVERHEAD UTILITIES 12" DEEP ROADSID SWALE SEDI HENT CONTROL FENCE" - i 1> y ,14.4 ' . 37 LF 36" CMP STA. 2+81,17 INV IN = 5699.75' INV OUT = 5699.50' EXISTING 36" IRRIGATION DITCH/CULV RT (T9E RE OVEQ)_16.41111./ '�' J ~.1 ♦•. _ _ � 1� 1� ;gym .r r=a = =4 Vatarde 1 II/ ( ID \ OPO D 30,000 GALLO � STORAGE POND a�r���`���!�.����,���• ;,� WI T! AZivE DM.GEOM INER \\\, TO0 OF\ DEEV.56••` Iy�� /1 1 1 \ 0Ff F FIE PROTTI • ` it I IS ORAGE %_E> 5692' 1 II, ,,� ' 'd rte, 1"(v" /j /1/ ) r 1� I i NOTES 1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED UPON UTILITY MAPS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INS1ANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION TO BE PER CURRENT GOVERNING AGENCY SPECIFICATIONS. 3. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION, 4. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNERS INVOLVED. 5. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS. Z O N tn a O 01 Irmo z U 3MM � N U � � Zino ;05 U Z gg to; fit C4 in � a cs-'3195 1:14 15.(0' IL 005 gi >"04 I-4 n 12. m U _ 'PI \ ss,. 1 \ 1 1-\ ; VI 1 ( ''' \ , \ \ ) _0/0\ \ \ \ IT% ...-- \ \ XISTINrA\i-m-ii DI/CH •., \ „____ ___ \- ,_,N\ / \01 q � Irk; i' / � �� / \.,.._____ 2///./A) illl:til). \ l(1( )) ,J w ez,,,,,6% i,:v:,://,f,\,, / \ / / 7 / 1\ „/ ,/,----"- ' / -,} /) I / z / .„/ i i , / / ///// ,.. ( / / / i )1 / //, / /---K, /7 / I .\-- / /7 7 ,,,,/ // /////z - I I \ \`, / \ r✓ :1 SLOPE STA: 7+45.71 STA: 6+98.84 OFFSET: 42x00 L STA: 6+46.85 OFFSET: 42.61 L —2:1 SLOPE 20' SHOULDER TO — SHOULDER OFFSET: 19.48 L R10' l � CULVE37 LF EXISTING 36" RT TO BE REMOVED AND REPLACED WITH A 37 LF 36" CMP 0 0.7 STA: 2+81,17 INV IN: 5799.75 INV OJT: 5699.50 STA, +13,85 OFFSET: .00 L PROP ' TY BOUNDARY IMPROVED COUNTY ROAD 259 PLAN STAROSS 1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED UPON UTILITY MAPS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION TO BE PER CURRENT GOVERNING AGENCY SPECIFICATIONS. 3. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 4. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNERS INVOLVED. 5. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS. PVI STA • 3+10 PVI ELEV • 5705.60 K 23.57 PVI STA • 1+70 PVI ELEV • 596.50 A.D. s 2.50 K • 32.00 PROPOSED GRADE 5700- 5700 EXISTING IRRIGATION DITCH EASEMENT EXISTING IRRIGATION DITCH EXISTING MAJOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED CULVERT PROPOSED ROAD CENTERLINE PROPOSED EDGE OF GRAVEL PROPOSED EDGE OF SHOULDER PROPOSED BUILDING ENVELOPE PROPOSED EASEMENT PROPOSED LOT AND R.O.W. LINE EXISTING GRAVEL ROAD PROPOSED GRAVEL ROAD VG ELEVATION- ROPOSED ELEVATION IMPROVED COUNTY ROAD 259 PROFILE STA 1+00 TO STA 7+55.36 SEE WET 7FOR ROAD CROSS SECTION GRAPHIC SCALE 2000023.02 XISTING OVERHEAD UTILITIES XISTING POWER POLE (TO REMAIN) 1" PVC REVERSE OSMOSIS WASTEWATER LINE (FLOW ENABLED COLLECTIVEL BY EACH PARCELS PUMP) RELOCATE EXISTING POWER POLE XISTING OVERHEAD UTILITIES 37 LF 36" CMP STA. 2+84 INV IN - 5700.00' INV OUT as 5699.50' EXISTING 36" IRRIGATION DITCH CULVERT (TO BE REMOVED) XISTING POWER POLE EXISTING FENCE ELOCATE EXISTING POWER POLE 3_/4" WASTEWATER UN TH BACKFLOW PREVENTION 1" PVC REVERSE OSMOSIS WASTEWATER UNE / (FLOW ENABLED COLLECTIVE BY EACH PARCELS PTP)/ ROPOSED ELECTRIC/TELEPHONE UNfi / / ROPOSED ELECTRIC STUB / / / / /// - -1 » EXISTIN POWER POLE LF OF 2 PVC UNE (TO REM N) AT DITCH CROSSING 1" WASTF�GVATER DISCHARGE POIN WITHCKFLO PREVEN ON FL P PROPOSED/4TAKE (SEE DETAIVSHEET 7) N 25811.7233 /E 16468.2361 PROPOSED 45 L.F. 6" WATERUN PROPOSED E HYDRANT N 25766.8708 E 16462.3004 - 60 PROPERTY BOUNDARY 0 GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 NOTES: 1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED UPON UTILITY MAPS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION TO BE PER CURRENT GOVERNING AGENCY SPECIFICATIONS. 3, ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 4, THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNERS INVOLVED. 5, ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. 7. 8. 9. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS. WELLS TO BE ESTABLISHED WITH ALL NECESSARY TESTING PRIOR TO FINAL PLAT SUBMISSION. ISDS SYSTEMS TO BE DESIGNED AND INSTALLED DURING THE BUILDING OF EACH PROPOSED LOT. EXISTING UTILITY POLES WILL BE MOVED AS REQUIRED TO COMPLETE THE IMPROVEMENTS ALONG THE SHARED ACCESS DRIVE. 10. THE LOT OWNERS WILL BE RESPONSIBLE FOR THE REVERSE OSMOSIS WASTE WATER LINE FROM THE PROPERTY LINES TO THE HOUSE. 11. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTAINING THE FIRE PROTECTION POND AND THE REVERSE OSMOSIS WASTE LINES FROM THE LOT LINES TO THE POND. 7 7 LEGEND 5700- 5700 DE OE ETC Rb 6 1"W EXISTING IRRIGATION DITCH EXISTING FENCE EXISTING MAJOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED CULVERT PROPOSED ROAD CENTERLINE PROPOSED EDGE OF GRAVEL PROPOSED EDGE OF SHOULDER PROPOSED BUILDING ENVELOPE PROPOSED EASEMENT PROPOSED LOT AND R.O.W. UNE EXISTING GRAVEL ROAD PROPOSED GRAVEL ROAD EXISTING POWER POLE EXISTING WELL EXISTING OVERHEAD UTILITIES PROPOSED OVERHEAD UTILITIES PROPOSED UNDERGROUND ELECTRIC, TELEPHONE, CABLE PROPOSED POWER POLE PROPOSED FIRE HYDRANT PROPOSED 6" WATERLINE PROPOSED 1" WATERLINE t Ce' nsr il+� , 1,' r.i ;;;61±':-:7,-;7:11; flo, 4, I" 1��"� 4 C� ca Z 0 In 0 0 3/25/06 0 z W ct I. 2 U $ 8 "I".. 8 B t9 Z 14 to 16 P z(.2u w 1.0 I" p Z <2 11 go o le PROJECT NO. 20000 .02 6 EXISTING PROPERTY BOUNDARY EXACT LOCATION OF SEDIMENT FENCE STAKED IN THE FIELD BY THE ENGINEER, SECURE TOP EDGE OF FILTER CLOTH TO FENCE 40' RIGHT-OF-WAY ralft 4' 2' 8' 2' EXISTING ROAD SURFACE 3% SLOPE 8' g. 8' 5X 2' S OPE 4' 2' -- BURY TRAILING EDGE OF FILTER CLOTH IN TRENCH A MINIMUM OF 6". NOTE: STRIP ALL TOPSOIL SCARIFY AND REC9MPACT SUBGRADE TO A MINIMUM DEPTH OF 8 TO 95% STANDARD PROCTOR 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR 3:1 OPE TOM CH ---.--- EXISTING GRADE 10' (APPROX,) POST FILTER CLOTH SHARED DRIVEWAY IMPROVEMENTS N.T.S. MATERIALS FOR FILTER CLOTH FENCE SHALL CONSIST OF STANDARD WOVEN LIVE -STOCK WIRE, A MINIMUM OF 36" IN HEIGHT, A MINIMUM OF 14 -GAGE WIRE, WITH A MAXIMUM MESH SPACING OF 6 "; POSTS SHALL BE EITHER WOOD OR STEEL, MINIMUM LENGTH OF 5'. SEDIMENT CONTROL FENCE STAKES 2"x2"x3' if4.$3f• **S• \♦ Nk.,$•� \44 4N • POTENETIAL DRY PIPE DURING SEASONAL DROUGHTS TOP OF POND = 5693.0' 6" SCHEDULE 40 PVC SUCTION PIPE 4 MYRAFI 140N 45 MM GEOTHERNAL LINER THE ENTIRE PONE \.....MYRAFI 140N TYPICAL BEDDING BOOT 6" PIPE INTO THE 30 MI4 PVC LINER NSTALL CHECK VALVE NSTALL STRAINER \\ - HIGH WATER = 5692.0' - SEASONAL DROUGHT LEVEL NTAKE ELEV. = 5688.50' BOTTOM OF POND ELEV. - 5688.0' NOTES: 1. 4000 PSI CONCRETE 2. 6" OF CLASS 6 AGGREGATE TO BE PLACED BELOW HEADWALL COMPACTED TO 95% COMPACTION 12" OF ROCK SCREENED ON-SITE SELECT MATERIAL NN._ MYRAFI 140N 45 MM EPDM LINER 30.000 GALLON IRRIGATION POND FOR REGIONAL FIRE_ PROTECTION AND DRY HYDRANT N,T.S. r I r DRY HYDRANT 1. Make sure to use 8-inch,Schedule-40 PIC pipe and fittings. Avoid allowing direct sunlight to come in contact with PV( for extended periods of time prior to installation. An expoxy paint can be apped to that portion extending above ground to aid in preventing ultraviolet degradation. 2. A backhoe should be used to excavate a 3-fc3t deep trench below the water surface. 3. Once a trench has been dug, connect at PVC pipe, fittings, and strainer together using a Tetrahydrofurance (TNF) primer, and between an 800-1000 centipoise viscosity cement. Never use allpurpose cements to Join PVC pipe and fittings. 4. ' Once all components are property affixes and allowed to dry, th e entire structure should be lowered into the water one piece. 5,B Back -fill the trench beginning at the dry hydant head and proceed toward the water's edge. 6. Cut the vertical section of PVC pipe exterJing above ground leaving ape proximately two feet of pipe. Deburr the pipe using knife ortile and cement dry hydrant head Into place. 7. Insert 1 -inch pipe through submerged PVC wirier and clamp into place. SIDE VIEW IRRIGATION DITCH HEADWALL —s BALES EMBEDDED 4" TO 6" SEDIMENTATION CONTROL HAY CHECK DAM N.T.S. TM 04437 Modified smm per minute 20 in per binute STM D4437 Modified.: per minute 20 In per Mute DRYHYRANTNOTES, N.T.S.