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HomeMy WebLinkAbout7.0 Preliminary Construction DocumentsPRELIMINARY CONSTRUCTION PLAN DOCUMENTS FOR ViTEW SITUATED IN SECTIONWEST OF THE 6TH P 18 TOWNSHIP 7 SOUTH, RAGE 95 GARFIELD COUNTY, COLORADO REVISED MAY 31, 2003 ALUM-i/AC.W_ r -7\ (PSR) OPEN SPACE 11 ..i, 1 pok C) r 11 -n 0 1 OpF41 S'p C GREGORY LANE PROJECT LAYOUT SCALE: 1" = 100' (NC) (MDR) 7' 1'-4i (LDR) - J CLIFF VIEW CIRCLE (LER) adod ALILIV110 3No1s RECEIVED JUN 0 2003 SHEET INDEX VICINITY MAP SCALE: 1. 2000' SHEET NUMBER 1. COVER SHEET 2. PLAT - SIGNATURES 3. PLAT - EXISTING CONDITIONS 4. PLAT - MAPPING 5. PLAT - MAPPING 6. PHASING PLAN 7. ZONING MAP 8. GRADING and DRAINAGE PLAN 9. GRADING EARTHWORK SHEET 10. VALLEY VIEW DRIVE - PLAN and PROFILE SHEET 11. VALLEY VIEW DRIVE - PLAN and PROFILE SHEET 12. ANGELICA CIRCLE and JESSICA LANE PLAN and PROFILE SHEET 13. BRYAN LOOP, GREGORY LANE and CLIFF VIEW CIRCLE/COURT 14. CLIFF VIEW LANE and CLIFF VIEW CIRCLE PLAN and PROFILE SHEET 15. CLIFF VIEW CIRCLE PLAN and PROFILE SHEET 16. MULTI -FAMILY PARKING AREA LAYOUTS - LOTS 26 and 46 17. MASTER UTILITY PLAN 18. MASTER UTILITY PLAN 19. MASTER UTILITY PLAN 20. VALLEY VIEW DRIVE SEWER PLAN and PROFILE SHEET 21. VALLEY VIEW DRIVE SEWER PLAN and PROFILE SHEET 22. CLIFF VIEW CIRCLE SEWER PLAN and PROFILE SHEET 23. CLIFF VIEW CIRCLE SEWER PLAN and PROFILE SHEET 24. CLIFF VIEW CIRCLE SEWER PLAN and PROFILE SHEET 25 CLIFF VIEW/GREGORY LANE SEWER PLAN and PROFILE SHEET 26. ANGELICA CIRCLE SEWER PLAN and PROFILE SHEET 27. ROAD CROSS SECTION DETAIL SHEET 28. SANITARY SEWER and MISC. DETAIL SHEET 29. WATER and MISC. DETAIL SHEET 30. STORM WATER DETAIL SHEET 31. MISCELLANEOUS DETAIL SHEET 32. LANDSCAPE PLAN OWNER: EDWARD J. AND IDA LEE HOAGLAND 4064 COUNTY ROAD 309 PARACHUTE, CO 81635 APPLICANT: DARTER, LLC 786 VALLEY COURT GRAND JUNCTION, CO 81505 tele: (970) 523-5555 ENGINEER: HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE. 101 GLENW00D SPRINGS, CO 81601 PH. 970 945-8676 FX.(970) 945-2555 14 INVERNESS DR. EAST, STE. D136 ENGLEWOOD, CO 80112 PH.(303) 925-0544 FX.(303) 925-0547 ELIMINA Y STRV3C anis 1. THIS SURVEY IS BASED ON CORNERS FOUND IN PLACE. AIA THE TITLE COIWMITAENT PREPARED BY STEWART TITLE OF GLENWOOD SPRINGS, INC.. AS ORDER HAMER 01001219, AND DATED SEPTEMBER 19. 2001. 2. BASIS OF BEARING FOR THIS SURVEY I5 A BEARING OF TRUE NORTH DETERMINED BY GPS OBSERVATION YIELDING A BEARING OF N 00'29'46' W BETWEEN THE EAST 1/4 CORNER SECTION 18, 3' BRASS CAP L5 11643 IN MONUMENT BOX IN THE INTERSECTION OF STONE QUARRY ROAD AND 302 ROAD, AND TE NORTHEAST CORER OF SECTION 18. A 3' BRASS CAP LS 11643. 3. DATE OF SURVEY WAS JUNE 17, 2002. 4, THIS PROPERTY I5 SUBJECT TO RESERVATIONS. RESTRICTIONS. COVENANTS AND EASEMENTS OF RECORD OR IN PUCE. 5. THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT TO THE TERMS. PROVISIONS AM) ODMITION OF (I) GARFIELD COUNTY APPROVAL RE50LUTION N0. CAPTIONED 'A RESOLUTION CONCERNED WITH THE APPROVAL OF A PRELIMINARY PLAN FOR THE VALLEY VIEW VILLAGE SUBDIVISION' RECORDED IN 800K _ AT PAGE _ AND RECEPTION NO AND (II) THE DECLARATION OF COVENANTS, CONDITIAJS. RESTRICTIONS AND EASMEAMS FOR THE VALLEY VIEW VILLAGE SUBDIVISION RECORDED IN BOOK - AT PAGE AND RECEPTION NO. (HEREINAFTER 'PROTECTIVE COVENANTS'). 6. GRADING FOR CONVEYANCE 6 STORM WATER AWAY FROM STRUCTURES SWILL BE THE RESPONSIBILITY OF EACH LOT OWNER. ALL OWNERS SHALL ALLOW FOR CONVEYANCE OF STORM WATER TIROIGH THEIR LOT, 7. ONE DOG WILL 8E ALLOWED FOR EACH NEW RESIDENTIAL UNIT AND THE DOG SHALL BE REQUIRED TO BE CONFINED WITHIN TE OWNER'S PROPERTY BOUNDARIES. B. ALL EXTERIOR LIGHTING BE TE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTING BE DIRECTED INWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. 9. NO NEW OPEN HEARTH SOLID -FUEL FIREPLACES WILL BE 0110800 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 CAS BURNING STOVES AND APPLIANCES. 10. COLORADO ISA 'RIGHT -TO -FARM' STATE PURSUANT TO C.R.S. 35-3-101, ET. SEG. 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 AND A HEALTHY RANCHING SECTOR. ALL MUST BE PREPARED TO ENCOUNTER NOISES. ODOR, LIGHTS, MD, DUST. SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STODGE AND DISPOSAL OF FERTTIILIZERS, 0)E, AND THE 1, 01ENDMENTS PPLICATION BY SPRAYING 0701 OTHERWISE TICIDES, CHEMICAL ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS PART OF A LEGAL AND NON -NEGLIGENT AGRICULTURAL OPERAT10N5, ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE 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 A5 G000 NEIGHBORS AND CITIZENS OF THE COUNTY. A 6000 INTRODUCTORY SOURCE OF INFORMATION IS 'A GUIDE TO RURAL LIVING AND SMALL SCALE AGRICULTURE' PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. 11. IT I5 THE INDIVIDUAL LOT OWNER'S RESPONSIBILITY, ACCORDING TO THE COLORADO NOXIOUS WEED ACT AND GARFIELD COUNTY'S WEED MANAGEMENT PLAN, TO MANAGE ANY NOXIOUS WEEDS ON HIS OR HER PROPERTY. 12, OILS TESTING WAS DONE AND GEOTECHNICAL REPORT WAS PREPARED BY HEPWO4TH-0AWLAK GEOTECHNICAL, INC. DATED SEPTEMBER 16. 2002, JOB N0. 102 526, 13. SUBJECT TO PATENT RESERVATIONS, TE MINERAL RIGHTS TO THIS REAL PROPERTY ARE NOT SEVERED FROM THE SURFACE, AIA ARE NOT UNDER LEASE. 14, MINERAL RIGHTS: Ill/LUN NIIIII,IU,WI IW //lY IIIHIN II INN, NIAID 11l/IDN,101RIN 111/ 11111 11 NIM.,11„111 1111X.::. ‘I1:1 Itll /'-A:,'r- L', 15. THE FLOOD ZONE SHOWN HEREON I5 BASED ON FEMA COMMUNITY PANEL NUMBER 080205 1315 B, EFFECTIVE JANUARY 3, 1888. 16. ANY NEW BUILDINGS SHALL AVOID AREAS OF NATURAL DRAINAGE, NATURAL DRAINAGE'S 5)0/1. BE PRESERVED TO THE MAXIMUM EXTENT POSSIBLE, 17. SETBACKS: CORNER LOTS, THE SIDE YARD SHALL BE 25 FEET MEN AUTOMOBILE ACCESS I5 TAKEN ACROSS TE SIDE YARD; THE SIDE YARD SHALL 8E 15 FEET WHEN 140 AUTOMOBILE ACCESS IS TAKEN ACROSS THE SIDE YARD. FOR OTHER SETBACKS REFER TO THE SETBACKS THAT ARE RECORDED AS EXHIBIT 9, BATTLEMENT MESA P.U.D. DISTRICT REGULATIONS, IN BOOK 610 AT PAGE 453 THROUGH PAGE 479, RECORDED IN GARFIELD COUNTY CLERK AND RECORDERS OFFICE, 18. DUE TO THE EXPANSIVE AND COMPRESSIBLE SOILS, THE OWNER/DEVELOPER OF EACH LOT SHALL CONDUCT ADDITIONAL DESIGN LEVEL GEOTECHNICAL STUDIES ONCE BUILDING LOCATIONS ARE FINALIZED, TO CHARACTERIZE OIL AND ENGINEERING PROPERTIES BENEATH EACH PLANNED STRUCTURE FOR THE PURPOSE OF A SITE-SPECIFIC DEVELOPMENT PLAN AND WHETHER FOOTINGS WITH A MINIMUM LOAD WILL BE NEEDED TO COUNTERACT EXPANSIVE CLAYS. BN00 TIF nmprryrtiAIIKIOPFR,C7RTIFICATF 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 SHOW HEREON; SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTING OF IMPROVEMENTS ON LANDS, PUBLIC HI CNNAYS 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. BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO 6Y' CHAIRMAN WITNESS MY RAND AND THE SEAL DF THE COUNTY OF GARFIELD. ATTEST• COUNTY CLERK CMAITY %WVFW9R'S CFRTIFIPATF APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS AND DRAFTING PURSUANT TO C.R.S., 38-51-101 AND 102 (REVISED). 000610LD COUNTY SURVEYOR DATE ACTIO: MACCORDING UPON MY DEFECTININORADO .09 39A [ CCSINENCE ART T TEARS AREA BASED YOU FIRST ANT DISCOVER SU. DEJECT. IN NO EVENT WY ANT ACTION YEW FROM TIRE DATE OFECT C[NTIE IGT W S OW HERREEON. ED NC/RE TNN TEN PRELIMINARY PLAT VALLEY GREY VI: W VI VILLAGE U DIVI IOIN A PARCEL OF LAND SITUATED IN SE1/4NW1/4 SECTION 18, TOWNSHIP 7 SOUTH, RANGE 95 WEST, OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 4 11111111111( SCALE: 1' - 600' 11.411 INF %WARY DESIGNATION: LOR - LOW DENSITY RESIDENTIAL MDR - MEDIUM DENSITY RESIDENTIAL NC - NEIGHBORHOOD COMMERCIAL O5 - OPEN SPACE HOA - HOMEOWNERS ASSOCIATION GC - GARFIELD COUNTY (TRACT HAS BEEN DEDICATED TO GARFIELD COUNTY) ROW - PUBLIC R I GHT-OF-IYAY ADDRESS �� 0�71i3* ZONE LDR • •CLI FF VIEW CIRCLE 2 0.250 LDR •CLIFF VIEW CIRCLE 3 0.343 LDR .... CLIFF VIEW CIRCLE 40.252 LDR •CLIFF VIEW CIRCLE 5 0.219 LDR . CLIFF VIEW CIRCLE 8 0,207 LDR .... CLIFF VIEW CIRCLE 7 0,207 LDR . CLIFF VIEW CIRCLE 8 0,207 LDR .... CLIFF VIEW CIRCLE 8 0.207 .... CLIFF VIEW CIRCLE 10 0.207 IDRR .... CLIFF VIEW CIRCLE 11 0.207 103 . CLIFF VIEW CIRCLE 12 0.207 LOR.... CLIFF VIEW CIRCLE 13 0.207 LDR . CLIFF VIEW CIRCLE 14 0.207 LOR • . CLIFF VIEW CIRCLE 150.207 158 .0.. CLIFF VIEW CIRCLE 16 0.266 LDR ▪ .CLIFF VIEW CIRCLE 17 0.408 LOR • . CLIFF VIEW CIRCLE 180.305 LDR .... CLIFF VIEW CIRCLE 19 0.231 LDR . CLIFF VIEW CIRCLE 20 0.220 LDR ▪ .CLIFF VIEW CIRCLE 210.220 LDR.... CLIFF VIEW CIRCLE 22 0.246 LDR ▪ . CLIFF VIEW CIRCLE 23 0.358 ADR .... CLIFF VIEW COURT 24 0,330 ADR .... CLIFF VIEW COURT 25 0.359 MDR . CLIFF VIEW COURT 28 1,696 ADR .... CLIFF VIEW COURT 27 0.199 LOR . CLIFF VIEW CIRCLE 280.776 LOR .... CLIFF VIEW CIRCLE 29 0.176 LDR . CLIFF VIEW CIRCLE 30 0,174 LDR . CLIFF VIEW CIRCLE 310.202 LDR . CLIFF VIEW LANE 32 0.776 LDR .... CLIFF VIEW LANE 33 0.176 LDR . CLIFF VIEW LAE 34 0.200 LDR. CLIFF VIEW LANE 35 0.210 LDR E ▪ .. CLIFF VIEW LA 36 0.184 LDR .. CLIFF VIEW LANE 37 0.184 LDR .. CLIFF VIEW LANE 360.225 LDR .... CLIFF VIEW CIRCLE 39 0.176 LDR .. CLIFF VIEW CIRCLE 40 0.776 LDR .. CLIFF VIEW CIRCLE 41 0.176 LOR .... CLIFF VIEW CIRCLE 42 0.176 LDR .. CLIFF VIEW CIRCLE 43 0.776 LDR • . CLIFF VIEW CIRCLE 44 0.202 LDR . CLIFF VIEW CIRCLE 45 0.265 LDR . CLIFF VIEW CIRCLE "�48 4.790 FOR • . ROM CLIFF DRIVE - .47 8.005 NC .... ROAN CLIFF DRIVE TRAL•T Ila ((AINTAINO 131' A De * 6064 GC GC B 0.213 OS HOA IDA C 1.585 OS IDA HDA ..'D 3.063 OS HOA HOA E 1,076 C5 IDA HOA TOTAL LOT AREA 24.511 ACRES* TOTAL TRACT AREA 6.585 ACRES* TOTAL OS BUFFER AREA (EASEMENTS) 1,605 ACRES* TOTAL OS TRACTS W/OS BUFFER AREA (EASEMENTS) 7.542 ACRES* RIGHT -0E -WAY AREA 5.278 ACRES* TOTAL AREA MINUS TRACT A 35.724 ACRES* TOTAL ARFA 36 372 ACRES* IAN, INF %WARY AC PFR SFITIKN 4:90. PARAI0APH J OF THF 54RFIFID COUNTY %ADIVICION RP041ATIn4E TOTAL DEVELOPABLE AREA - 38.372 ACRES * TOTAL NUMBER OF LOTS PROPOSED - 47 TOTAL NUMBER OF DWELLING UNITS PROPOSED - 119 UNITS .. TOTAL AREA OF NON-RESIDENTIAL FLOOR SPACE - o. TOTAL NUMBER OF INDIVIDUAL DWELLING UNITS PROPOSED FOR EACH STRUCTURE- .. LOR - 1 UNIT PER STRUCTURE ADR - LOTS 23, 24, k 25, 1 STRUCTURE PER LOT WITH 2 UNITS EACH MDR - LOT 26, 3 STRUCTURES WITH 6 UNITS EACH 1409 - LOT 46. 2 STRUCTIRES WITH 2 UNITS EACH 2 STRUCTURES WITH 4 UNITS EACH 7 STRUCTURES WITH 6 UNITS EACH TOTAL NUMBER OF PROPOSED OFF-STREET PARKING SPACES - 198 TOTAL SPACES FOR LOTS 23, 24, 25, 26 AND 46, EXCLUSIVE OF SINGLE FAMILY LOTS AND LOT 47, TOTAL GROSS PROPOSED DENSITY - 0,305 ACRES PER DWELLING UNIT. 0.238 ACRES PER DWELLING UNIT 005010ING LOT 47 EXISTING ZING . DENSITY RESIDENTIAL. (NC)( NEIGHBORHOOLON D CCANERCIAL (PSR)NSITY RESIDENTIAL,( UM P08110 I SEMIPUBLIC - AND RECREATION. ANO OPEN SPACE BUFFER PROPOSED ZONING - (LDR) LON DENSITY RESIDENTIAL, (ADR) MEDIUM DENSITY RESIDENTIAL, (NC) NEIOHBO14000 COMMERCIAL. (PSR) PUBLIC - SEMIPUBLIC - AND RECREATION. AND OPEN SPACE BUFFER • FUTURE DEVELOPMENT RE -SUBDIVISION REQUIRED .. HAS NOT BEEN DETERMINED FDR LOT 47, WILL BE DETERMINE0 AT TIME OF RE -SUBDIVISION 06 LOT 47. VICINITY MAP SCALE: 1' - 2000' 541' CA* 11W EASEMENT A 50 FOOT WIDE STRIP OF LAND SITUATED IN THE SE1/4NE1/4 SECTION 19, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF CO,ORA00; SAID STRIP LYING 25' EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHEAST SIXTEENTH CORNER OF SAID SECTION 18 A (WHENCE THE EAST QUARTER CORNER OF SAID SECTION 18 BEARS 545'09'57'0 A DISTANCE OF 7,876.79 FEET); THENCE 500'33'39'0 ALONG THE WESTERLY BOUNDARY OF SAID SE1/4NE1/4 SECTION 15 A DISTANCE OF 35.05 FEET TO THE POINT OF BEGINNIING• THENCE LEAVING SAID WESTERLY BOUNDARY 584'50'03'E ALONG SAID CENTERLINE A DISTANCE OF 73.56 FEET; THENCE CONTINUING ALONG SAID CENTERLINE 555'04'53'0 A DISTANCE OF 31.46 FEET; THENCE CONTINUING AUNONG SAID CENTERLINE 557'47'57'5 A DISTANCE OF 30.82 FEET; THENCE CONTINUING ALONG SAID CENTERLINE S26'59'0'0 A DISTANCE OF 386.77 FEET; THENCE CONTINUING ALONG SAID CENTERLINE 567'08'44' E A DISTANCE OF 779.18 FEET TO A POINT ON THE WESTERLY RIGHT -OP -WAY OF STONE QUARRY ROAD; THENCE 000'28'59'0 ALONG SAID RIGHT-OF-WAY A DISTANCE OF 431.02 FEET TOA POINT ON THE SOUTHERLY LINE OF SAID 501/4NE1/4, THE TERMINI_ WHENCE THE EAST QUARTER CORNER OF SAID SECTION 16 BEARS 599'59'15'0 A DISTANCE OF 40.00 FEET. ATTORNAY'S CFRTIFICATF AN ATTORNEY UCEN50 TO PRACTICE LAW N THE STATE OF COLORADO, D0 HEREBY CERTIFY THAT THIS SUBDIVISION IS IN SUBSTANTIAL CMPUANCE MATH THE GARFIELD COUNTY SUE/MASON REGULATORS OF 1964 AND THAT ALL DEOCA1ION TO THE PUBLIC, A5 DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ALL UENS. LIANAS AND ENCUMBRANCES OF RECORD EXCEPT: ATTORNEY DATE PQFLIMINARY PLAN MAP SIIPVFYOR'S CERTIFICATE I, J01114 P. MORRISON, DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEY 0R LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PRELIMINARY PLAN MAP MHICH INCLUDES THE DATE OF PREPARATION, GRAPHIC SCALE. BASIS OF BEARING, AND SYMBOL DESIGNATING NORTH 15 CORRECT. JOHN P. MORRISON, L.S. 124669 SIES=WEBIgaell 1, JOHN P. MRRISON, D0 HEREBY STATE THAT 1 AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE VAI LEY VIEW VILLAGE SUBDIVISION A5 LAID OUT, PLATTED, DEDICATED AND 54064 HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY E AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION MD DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPM THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND AND THAT IT COMPLIES WITH C.R.S. 33-33,3-209, IN WITNESS WHEREOF 1 HAVE SET MY HAND AND SEAL THIS DAY OF A D 2003. JOHN P. MORRISON, L.S. 124669 HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE. 101 14 INVERNESS DR, EAST, STE. D136 GLENWOOD SPRINGS, CO 81601 ENGLEW00D, CO 80112 PH.(970) 945-8676 PH.(303) 925-0554 FX.(970) 945-2555 FX.(303) 925-0547 001047406 KNOW ALL ME14 BY THESE PRESENTS: THAT TE UNDERSIGNED DARTER LLC.. IS THE OWNER OF THAT REAL PROPERTY SITUATED IN THE COUNTY OF GARFIELD. STATE OF COLORADO, AIA BEING A PART OF THAT REAL PROPERTY AS SHOWN ON THE ACCOMPANYING PLAT, SAID REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN THE SE1/4NE1/4 OF SECTION 18, TOMMIP 7 SOUTH, RANCE 95 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST SIXTEENTH CORNER OF SAID SECTIO! 16, A IN PLACE, (WHENCE THE EAST QUARTER CORNER OF SAID SECTION 16 BEARS S45'09'57'0 A DISTANCE OF 1,978.79 FEET) THE POINT OF BFGINNIHE• THENCE S69'47'02'E ALONG THE NORTHERLY BOUNDARY OF SAID 501/4)101/4 A DISTANCE OF 1,280.85 FEET TO A POINT THE WESTERLY RIGHT-OF-WAY OF STONE (MARRY ROAD; THENCE LEAVING SAID NORTHERLY BOUNDARY 500.29'59'0 ALONG SAID RIGHT-OF-WAY A DISTANCE OF 1,319.85 FEET TOA POINT ON THE SOUTHERLY BOUNDARY' OF SAID SE1/4E1/4; THENCE LEAVING SAID RIGHT-OF-WAY N89'59')51 ALONG SAID SOUTHERLY BOUNDARY A DISTANCE OF 1,279.39 FEET TO THE EAST -CENTER SIXTEENTH CORNER OF SAID SECTION 18; THENCE LEAVING SAID SOUTHERLY BOUNDARY N00'33'39'W ALONG THE WESTERLY BOUNDARY OF SAID 5E1/4NE1/4 A DISTANCE OF 1,084.48 FEET; THENCE LEAVING SAID WESTERLY BOUNDARY N88'24'45'0 A DISTANCE OF 135.00 FEET; THENCE 584'40'15'E A DISTANCE OF 188.00 FEET; THENCE 052'28'15'E A DISTANCE OF 92.99 FEET; THENCE ALONG THE ARC 6 A CURVE TO THE RIGHT HAVING A RADIUS OF 201.26 FEET A CENTRAL ANGLE OF 48'58'00', A DISTANCE OF 184.99 FEET (CHORD BEARS N23'42'30'0 180.41 FEET); THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 131.27 FEET A CENTRAL ANGLE OF 48'55'00', A DISTANCE OF 124,00 FEET (CHORD BEARS N23.42'38'0 120.56 FEET); THENCE /400'13'38'E A DISTANCE OF 30.94 FEET; THENCE E9'46'22'W A DISTANCE OF 511.07 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SE1 4NE1/4; THENCE NO0'33'38'W ALONG SAID WESTERLY BORDARY A DISTANCE OF 40.00 FEET TO TIE POINT OF RFGINNI114' SAID PARCEL CONTAINING 38.372 ACRES, MORE OR LESS. ECCI.MPXCETING THEREFROM TPORTION OF SAID S SSIONERS, GARFIELD COUNTY. COLORADO, BATTLEMENT 000* PARKWAY RIGHT-OF-WAY, BY INSTRUMENT RECORDED IN BOOK 58) AT PAGE 075, RECEPTION NUMBER 310152, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 00445NCINC AT THE NORTHEAST SIXTEENTH EARNER OF SAID SECTION 18, A IN PUCE, (WHENCE THE EMT E Of QUARTER 1.878.79 ET) THENCE509'47'02'E RNER LAAID SECTION 16 RS45'08'57'0 ALONG THE 44067HERLYBOINDARY OF SAID 0011/44NE1/4 A DISTANCE OF 28.28 FEET, THE POINT 1144 RFOINNIN5' THENCE CONTINUING ALONG SAID NORTHERLY BOUNDARY 589'47'02'0 A DISTANCE OF 1.252.59 FEET. TOA POINT ON THE WESTERLY RIGHT-OF-WAY OF STONE (MARRY ROAD; THENCE LEAVING SAID NORTHERLY BOIWD4Y 500'29'59'0 ALONG SAID RIGHT-OF-WAY A DISTANCE OF 17.54 FEET; THENCE LEAVING SAND RIGHT-OF-WAY 569'31'211'W A DISTANCE OF 957.38 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1,350.00 FEET. A CENTRAL ANGLE OF 12'37'39' A DISTANCE OF 287.53 FEET (CHORD BEARS E4'09'41'W 296.83 FEET), TO THF POINT R1F 8PGINNIN4. SAID PARCEL CONTAINING 0.648 ACRES, MORE OR LE55, NET ACREAGE 15 35.724 ACRES MORE OR LESS. THAT SAID OMNER HAS CAUSED THE SAID REAL PROPERTY TO BE UID OUT AND SURVEYED AS VALLEY VIEW VILLAGE SUBDIVISION, A SUBDIVISION OF A PART OF GARFIELD COUNTY, COLORADO. THAT SAID OWNER DOES HEREBY DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN AND LABELED A5 PUBLIC RIGHT-OF-WAY, ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER, AND HEREBY DEDICATE TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASMENTG FOR THE INSTALLATION MAINTENANCE OF ITIES AND RSFACILITIES, BUT NOT LIMITED OELECTRIC LIES, ALIES, TELEPHONE LINE; 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 IN A EASEMENTSE10800100 ASP PRIVATE EASE AND EMENTS ARE HEREBY DEDICATED T0, 4040 90ENT MANNER. ROADS LABELED ASEMAINTTAINACCESSEDBY, THE HOME OWNERS ASSOCIATION. IN WITNESS HEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS DAY OF A D 2003. BY' EDWARD .. HOAGLUND, OWNER TITLE: OWNER STATE OF COLORADO )44 COUNTY OF GARFIELD ) THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME 11415_00'10F A D 2003, BY EDWARD J, HOAGLUND, MY COMMISSION EXPIRES• WITNESS MY HAND AND SEAL NOTARY PUBLIC IN WITNESS HEREOF SAID APPLICANT HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS DAY OF A D 2003. BY. TERRY LAWRENCE, AS MANAGER OF DARTER LLC. TITLE: APPLICANT, MANAGER STATE OF COLORADO COUNTY Of GARFIELD )W� THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS _ DAY OF A D 2003, BY TERRI LAWRENCE, AS MANAGER OF DARTER LLC, MY COMMISSION EXPIRES' WITNESS MY HAND AND SEAL NOTARY PUBLIC IN WITNESS HEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS DAY OF A 0 2003, try. 4, AS GARFIELD COUNTY COMMISSIONER TITLE: GARFIELD COUNTY COMMISSIONER STATE OF COLORADO ) COUNTY OF GARFIELD )WW INC FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS_DAY OF A D 2003, 8Y 4, AS GARFIELD COUNTY COMMSSIONER, MY COMMISSION EXPIRES. WITNESS MY HAND AIA SEAL NOTARY PUBLIC 1YF.RIO ANO 9PGMNWR'4 CFRI81CATF THI5 PLAT WAS FILED FOR RECORD M 1NE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT O'CLOCK _�M„ ON TIE DAY OF 2003, AND N5 DULY RECORDED N BOOK PAGE AS RECEPTOR N0. ATTEST: CLERK AND REOOROER BY DEPUTY 11 rI LEGEND) BOUNDARY LINE SECTION LINE - DITCH FLOW LINE ADJOINER PARCEL CENTERLINE OF EXISTING EASEMENT EXISTING EASEMENT LINE a UNDERGROUND TELEPHONE IW a un UNDERGROUND FIBER OPTICS a UNDERGROUND ELECTRIC SANITARY SEVER LINE a a OVERHEAD ELECTRIC LINE xx ue UNDERGROUND GAS LINE x N FENCE LINE ^ ^ GUARD RAIL ELECTRIC PEDESTAL CABLE TV PEDESTAL POWER POLE STREET LIGHT STREET SIGN WATER SPIGOT SEWER MANHOLE ELECTRIC MANHOLE TELEPHONE MANHOLE A O m 0 GAS PIPELINE MARKER FIRE HYDRANT WATER VALVE TELEPHONE PEDESTAL tlZg3 1. THIS SURVEY IS BASED ON CORNERS FOUND IN PLACE. AND THE TITLE CONIITMENT PREPARED BY STEWART TITLE OF GLENWOOD SPRINGS, INC., AS ORDER NUMBER 01001216, AND DATED SEPTEMBER 19, 2001. 2. BASIS OF BEARING FOR THIS SURVEY 15 A BEARING OF TRUE NORTH DETERMINED BY GPS OBSERVATION YIELDING A BEARING OF N 00'29'46' W BETWEEN THE EAST 1/4 CORNER SECTION 18, 3' BRASS CAP LS 11643 IN MONUMENT BOX IN THE INTERSECTION OF STONE QUARRY ROAD AND 302 ROAD, AND THE NORTHEAST CORNER OF SECTION 18, A 3' BRASS CAP L5 11643. 3. DATE OF SURVEY WAS JUNE 17, 2002. 4. THIS PROPERTY 15 SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS ANO EASEMENTS OF RECORD OR IN PLACE. 5. UNDERGROUND UTILITIES SHOW ON THIS MMP ARE FROM UTILITY FLAGGING BY OTHERS AND SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. GRAPHIC SCALE 100 • SOTO HM Mil ( M IL ) 1 inch m 100 O.. NCOIDE,CCI.DIND TO COLORADO LAW Ta) OUST COM.. MY LE81L EI SA DSE➢ WON AM DEFER IN INIS RR/EY vllNiN TIRE YEARS AFTER VW FIRST DISCOVER SOW DEFECT. IN ND EVENT MAY ANY ACTH. SYIY'"SA .. FFR. THE DATE OF UNTIIN E ICAMT M .0 HERNE E. THAN TEN V . Y V BOUNDARY AND EXISTING CONDITIONS MAP r Vi EGSUBDIVISION A PARCEL OF LAND SITUATED IN SE1/4NW1/4 SECTION 18, T.7S., R.95W, OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 2 OF 4 ( NORTHEAST 510700410 CORNER SECTION 18, 00941' OF 6012614165 PINT OF RFMNNRIO ROW TRACT CONCRETE CURB AND CUTLER (TYPICAL) 2407 181-00-004 Battlement Mesa Really Partners P.O. Box 6000 Battlement Mea, CO 81636-6000 ELECTRIC TRANSFORMER 2 WATER SERVICES CONCRETE PAD n 4 IRRIGATION VALVES ELECTRIC TRANSFORMER CONCRETE PAD 2407-172-00-D01 US West Communications. Inc MBC -3130 KD. Cox 6300 S. Syaase Way, 51a. 700 Englewood, CO 80111-6727 PENCE POST CMP BURIED AND SMASHED - DIESEL GAS ONE STORY HOUSE TANK 36.7 X 24.7' SHED 15.0' X 5.5' 4a DRIVEWAY STORM GRATE z f CENTERUNE DITCH (TYPICAL) 41/4.7a'a~ie Meeme rt •4ivai /CM • 44‘-'122. y 2 N N N N CONCRETE HEADWALL CENTERLINE DITCH (TYPICAL) 18' CMP \ 20' WIDE ul1uTY EASEMENT PER RECEPTION N0. 328821 N 89'59'15' W -"4"\---- 2407-053-D0-152 Battlement Meso Realty Partners P.O. Box 6000 Battlement Mesa, CO 01636-6000 UNE TABLE LINE LENGTH BEARING 11 26.26' 5 89'47'02' E L2 1252.59' S 804702' E L3 17.54' S 0029'59' E 1.4 957.38' 5 8031'29' W 15 40.00' N 0013'38' W 16 ' 511.07' N 8048'22' W L7 30.94' N 0013'38' E L8 92.88' 5 5229'15' E L9 188.00' 0 84'0'15' E 1,10 135.00' N 8824'45' E 111 219.95' N 00'33'38' W J 2407-184-15-001 Battlement Mesa Partners P.O. Box 6000 Battlement Mesa, CO 81838-6000 1279.39' HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE. 101 14 INVERNESS DR. EAST, STE. D136 GLENWOOD SPRINGS, CO 81601 ENGLEWOOD, CO 80112 PH.(970) 945-8676 PH.(303) 925-0554 FX (970) 945-2555 FX.(303) 925-0547 CONCRETE CURB AND GUTTER (TYPICAL) VICINITY MAP SCALE: 1' - 2000' PROPF9IY DFSCRIPTIQH A PARCEL OF LAND SITUATED IN THE SE1/4NE1/4 OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 95 NEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST SIXTEENTH CORNER OF SAID SECTION 18, A IN PLACE, (WHENCE THE EAST QUARTER CORNER OF SAID SECTION 18 BEARS 545'09'57'E A DISTANCE OF 1,878.79 FEET) THE POINT OF BEGINNING; THENCE 549'47.02'E ALONG THE NORTHERLY BOUNDARY OF SAID SEI/4NE1/4 A DISTANCE OF 1,280.85 FEET TO A POINT THE WESTERLY RIGHT-OF-WAY OF STONE QUARRY ROAD; THENCE LEAVING SAID NORTHERLY. BOUNDARY 500'29'59'E ALONG SAID RIGHT-OF-WAY A DISTANCE OF 1,319.88 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF SAID SE1/4NE1/4; THENCE LEAVING SAID RIGHT-OF-WAY 694'59'1S'W ALONG SAID SOUTHERLY BOUNDARY A DISTANCE OF 1,279.39 FEET TO THE EAST -CENTER SIXTEENTH CORNER OF SAID SECTION 18; THENCE LEAVING SAID SOUTHERLY BOUNDARY NO0'33'38'4 ALONG THE WESTERLY BOUNDARY OF SAID 5E1/4N01/4 A DISTANCE OF 1.064.48 FEET: THENCE LEAVING SAID WESTERLY BOUNDARY N88'24'45'0 A DISTANCE OF 135.00 FEET: THENCE S84'40'15'E A DISTANCE OF 188.00 FEET; THENCE 552.29'15'0 A DISTANCE OF 82.88 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 201.28 FEET A CENTRAL ANGLE OF 49'58'00', A DISTANCE OF 164.99 FEET (CHORD BEARS 623'42'38'E 180.41 FEET); THENCE ALONG THE ARC OFA CURVE TO THE LEFT HAVING A RADIUS OF 151.27 FEET A CENTRAL ANGLE OF 46'58'00', A DISTANCE OF 124.00 FEET (CHORD BEARS N23'42'38'E 120.58 FEET); THENCE N00'13'38'E A DISTANCE OF 30.94 FEET; THENCE N88'48'22'4 A DISTANCE OF 511.07 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SE1/4NE1/4; THENCE 1400'33'38'W ALONG SAID WESTERLY BOUNDARY A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 39.372 ACRES. MORE OR LESS. EXCEPTING THEREFROM THAT PORTIO! OF SAID SE1/4NE1/4 CONVEYED TO THE BOARD OF COUNTY COMMISSIONERS, GARFIELD COUNTY, COLORADO, FOR BATTLEMENT MESA PARKWAY RIGHT-OF-WAY. BY INSTRUMENT RECORDED IN BOO( 581 AT PAGE 875, RECEPTION NUMBER 310152, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED A5 FOLLOWS: COMMENCING AT THE NORTHEAST SIXTEENTH CORNER OF SA10 SECTION 18, A IN \ PLACE, (WHENCE THE EAST QUARTER CORNER OF SAID SECTION 18 BEARS 545'09'57'E A DISTANCE OF 1,878.79 FEET) THENCE 589.47'02'E ALONG THE NORTHERLY BOUNDARY OF SAID SE1/4NE1/4 A DISTANCE OF 28.28 FEET, THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTHERLY BOUNDARY 589'47'02'E A DISTANCE OF 1,252.59 FEET. TO A POINT ON THE WESTERLY RIGHT -00 -WAY OF STONE QUARRY ROAD; THENCE LEAVING SAID NORTHERLY BOUNDARY 500'29'50'E ALONG SAID RIGHT-OF-WAY A DISTANCE OF 17.54 FEET; THENCE LEAVING SAID RIGHT-OF-WAY 589'31'28'W A DISTANCE OF 957.38 FEET; THENCE ALONG THE ARC OFA CURVE TO THE RIGHT HAVING A RADIUS OF 1,350.00 FEET, A CENTRAL ANGLE OF 12'37'39' A DISTANCE OF 297.53 FEET (CHORD BEARS N84'09'41'W 298.93 FEET) TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 0.848 ACRES. MORE 0R LESS. NET ACREAGE I5 35.724 ACRES MORE OR LESS. 2407-083-00-152 Battlement Mesa Realty Portman P.O. Box 6000 Battlement Mr, CO 81636-8000 1WVFy(9R'S 004005 VT 1, FRANK W. HARRINGTON, DO HEREBY STATE THAT THIS SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC. FOR DARTER LLC., AND GRACE HOMES AND THAT IT 15 TRUE AND CORRECT TO THE BEST OF 6 BELIEF AND KNOWLEDGE. CURVE TABLE CURVE RADIUS LENGHT TANGENT CHORD BEARING CHORD DELTA O 1350.09' 297.53' 149.37 N 84'09'41' W 296.93' 127739' C2 151.27' 124.00' 85.72' N 2042'38' E 120.58' 405000' C3 201.28' 164.99' 87.45' N 23'42'38' E 180.41' 485000' BY FRANK W. HARRINGTON. L.S. N0. 19598 0' 085 3 UNE isitror-tr 'a i-.. SCOIENTH CCRNER KUNO ! e, PONT OF BEOIHNINI2 OF BEGINNINOl TRA477 . • PRELIMINARY PLAT VALLEY VIEW VILLAGE SUBDIVISION A PARCEL OF LAND SITUATED IN SE1/4NW1/4 SECTION 18, T.7S., R.95W, OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 3 OF 4 2407 181-00-004 Battlement News Realty Partnere P.O. Box 6000 Battlement 1.4617G, CO 81636-6000 'TRACT 8.305. 50i. SPA * 0.213 AGREs 28.28' 82711 • N84' -w : laiNV '‘.1111r r 41. S 8947.02" E 513.3.t. ..,••••••• \ •,-, --.. ,--.1252.80' ---••• 11 81731' W, S 89'48'2 - ,... / / cs.... N Ooirse E \ \t, 30.94' CIDITE61IE100' \IEcTRIO EASEMENT NO. 208358\ TRACT A (CATED 70 0M6'51.0 COUNTY! FcR PUNIC PR:HT-OF-WAY) / 28235. 92 FT. I 0.848 ACRES * BATTLEMOU-K1 SKPARKWAY' 7 1280.85' , 17.84' \g24). ,\ 2407.-181-08-001 _ County Crnrnetsioners of tsanfod County 109 881,Str98t, Sults 300 *Inwood Springs, CO 81801 t cgroseime pmcksco 50' GAS LINE EASEMENT BASED 01 LOCATION OF ! 0A3 18.0 • • • • e /LANLACOtiCAPEsp.EoSsUAFR EssIou r . eEAENT sHALLEMUMAT 1aROPSH e/. LOT 47, FUTURE DEVELCfMENT ,'" // LOT 47 SHALL BE IBJECT TO AltESUBDIV1SION MICR re .„/ TH.ISSUANCE OVA BUILDINC4ERMIT ON LOT 47. ••• ••-• / -77w 135,00' ....,.. • ! 14,418.35,67.* M I 0.330 ACRES 4. ---- lam LOT 47 (024WERCIAL LOT) 345,198. SO. FT. 8.005 Acas * - 4 ^„ y / ( N 8925'34' 1;4 LOT , 1$ CUSS A125ES-E• I N • ' 4 2r44'� w Is \ U7 . 9 10.0' ENVELCPE (11PICAL) ,SE COR LOT 28 er_Amasivarorw 23143' UNITS FLO3R ssc, .„SEE ?JOIE 13 RACT (89 911.„n. UNE 11 13 17 15 19 110 1.11 114 115 116 117 118 3.19 120 1.21 123 124 L25 127 140 143 144 145 148 147 140 148 150 151 152 153 154 155 156 157 168 169 170 171 172 1.73 174 175 LINE TABLE LENGTH 71,04' 26.00' 35.36' 28.213' 28.28' 25.13' 85.59' 100.25' 51.40' 154,71' 90.47' 96.52' 67.16' 34.93' 51.40' 87.85' 75,25' 91.20' 89.06' 134.00' 60.17 95.97' 80.17' 95.97' 80.17' 134.00' 60.17' 13400' 60.17' 90.38' 7.20' 80.75' 84.25' 15.77' 74.23' 9.24' 41.88' 92.51' 60.82' 49.20' 17.83' 59.00' 9.24' / SEARING ZURVE 001358' S 8E2554' W N 225E44' W 5 675116' W 225844' W 501425' W 271239' W 5 8E2554' W 5 7023'14' W N 895554' E $ 89'25'54' W 14 001408' 04 14 8E2554' 00'34'06' E $ 702314' W 191652" 5 8E2554' W N 00'34'06' W N 001455' W 14 675E44' W 5 221115' W N 670E44' VI 5 225116' W N 675844' W 04 225118' E 14 675844' V/ N 725116' N 670E44' W N 225116' 14 675844' W 14 265950' w 271219' W N 6708144' W N 223844' W N 271219' 501450' W 271239' W 14 524721' W N 630010' 5 265950' E 670844' 5 271219" W 5 501420' W 61 SE CoR LOT se ---,...c- 8115-51. -•-lair54".3ESIYE 515.3r-- / 0,7* -.-7. %. \ .....' S /'?' I:6i' 46 208.552 SO. FT. 8 AI' • kla0161100 124 ppw irl..?;11r 61,0(15 2.4.4,4,24,14 • [ mummis 00104001"'„ -1:0T 23 15,520. SO. Fr. 0.350 ACRES..*•-• 2 UNITS ,98 NOTICE, ACCORD,. TO COLORADO LAIN VOIS OCRWRCE MY DECAL Arrion RASED UPON ANY DEFECT IN INIS WRVET ISEMIN THREE TEA. AFTER YOU FIRST DISCOVER SU. DEFECT. IN NO EVENT MAT ANT ACT,. .SED UPON ANY DEFECT IN TH,S SURVET DE C.IN.NCED DORE THAN REUSS FROD THE DATE OF CERTIFICATI. .REON. LEGEND BOUNDARY LINE PROPOSED R.O.W./LOT LINE EXISTING/PROPOSED EASEMENT PROPOSED BUILDING ENVELOPE 070009 0305.006 =FfrZFAI 082.721 SHEET MATCH LINE CENTERLINE EASENENT/R.O.W. SECTION LINE 4.)0 '"'EGMS 231 ACOM, A2413 CRAINASEMENT 401.40v41EER=7EA '57/0050. 01,00021.48:41k.vaGRESS.00 ati• PRIVATE ACEESS, 8(9612 EGRESS SE ccR LOT 49-7 KRIM RITISOYer VD .„. 4.710 ACRES t BEARS S5191'25 -E 44/44116,1/4 1414 4140 HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE. 101 14 INVERNESS DR. EAST, STE. GLENW000 SPRINGS, CO 81601 ENGLEWOOD, CO 80112 PH (970) 945-8676 PH.(303) 925-0554 FX (970) 945-2555 FX(303) 925-0547 SE:MUM 41 3412734.2 --\\ 4 mi.., D136 ge.2'1\ 111=11111 Sig4411 IIES=81 ir-MEttUt ES \• ,\ 5.2 2.3 cs 5.93 5.14 5.75 5.17 5.19 C25 C45 5.48 C47 5.46 C54 5.55 5.06 5.57 5.80 C62 C63 5.54 G65 056 5.57 5.66 5.69 C70 5.72 5.73 G74 RADIUS 101.27 171.28' 270.00' 270.00' 151.27 215.27' 136.28' 201 28' 141.28' 300.00' 240.00' 1350.00' 50.01)* 60.00' 60.00' 80.00' 201,28' 201.28' 175.00' 125.00' 240.00' 100.00' 50.00' 3200' 52.00' 65.00' 70.00 52.00' 325.00' 70.00' 120.00' 225.00' 2407-172-00--001 US West Communications, Inc NBC -3130 K.D. Cox 6300 S. Syracuse Way, Ste. 700 Englewood, CO 80111-6727 LENGHT isoss' 142.82' 293.15' 184.63' 124.00' 177.29' 9313' 167.83' 2219' 180,11' 260.57 297.53' 29279' 65.22' 86.85' 138.72' 164.99' 2.84' 213.55' 54.22' 164.11' 40.19' 16.62' 89,89' 30.54' 54.07 2.65' 50.85' CURVE TABLE TANGENT 78.76' 75.86' 6 162.90' 96.09' 65.72' 93.95' 48.47 139,14' 11.12' 92.86' 144.80' 149.37' 50.71' 313.2E 54.63' 136.25' 67,4„s' 1,42' 122.35' 27.54' 85.41' 20.37 8.39' 190.77' 15.72' 27.98' 1 33' CHORD BEARING 14 234258' E 5 231852" W 314158' 5 201017' E 14 234218' 2342113' 273659' W 5 231E22" W 035E03" W 174453' E 314158' E 840941' 14 404617' W 301415" W 74 7E51'56' N 324732' 234238' W s 001035' N 731907' E &Inns. w 201017" E 14 3E4329' N 7914'34' E 01105.526' W N 734445" W N 055255' CHORD 144.47 13872' 278.96' 181.05' 120.56' 172.36' 91 33' 163.01' 22.17 177.42' 247.96' 296.93' 77.46' 62.05' 60.95' 109.82' 160.41' 2.84' 200.54' slim? 160.93' 39.92' 16.54' 63.12" 30.10' 53.15' DELTA 465550' 47'46'33' 621226' 391045' 465E00' 465850' 390910' 47'46'33' 85957' 3453'56' 621256" 121739' 2791519" 621643' stmo'54' 32585r seseoo' 04813' 6954'57" 245115' 3910'45' 23'0142' 195240' 1605720" 3318'43' 31E2E46' 11 715823' 2.65' 21019" 111.30 17.32' 46.23' 27.66' 11 425212' 4844. 56'01'24' 56.20' 8.71' 205150' 110.7E 19'3719' N 8E20/0" 17.5.8' 141047' 114.57 32.15' 24.45' 58.56' 14 3E4329' 47.91' 230142' 5 205425' 113.34' 291011' 16.30' N 3E4E29' E 31 94' 735142' GRAPHIC SCALE m ,m 200 ( Es fru ) 1 inch 50 LL VALLEY PRELIMINARY PLAT IGE SUBDIVISION A PARCEL OF LAND SITUATED IN SE1/4NW1/4 �9075'6P E 1LOT"25 90. FT. t 04514 ATM t Y IT �„ 210679 I l 584, o _ -120.17 p 1 EAS�R o 8 K $$""� LOT 24 • 01 8 $ n -0.330 ACRES * OZ rg 2 1.119: N 8975' 120.15' 761.1519 I...... LOT 23 14620 S4 FT. t 0.351 A095,*' ,,.24111T94 10.0' xLC � )n T rtfeosasa EI 1' 120.19' i •l l %P LOT 22' COUNTY OF GARFIELD, / ,,.,04:02' L17 SLR69W FN1El0PE O'VPIGA/./ sE o L. L29-_-� I/ SENO suras .1 251.65' .1 111(15 11 E 0,4 SECTION 18, T.7S., R.95W, STATE OF COLORADO SHEET 4 OF 4 r 29'44'00' t U9' -4- • \ \� \ \. FIOOR PINI \• 15 1 ~tRACT R 41 6 a ^'7 EE0P�R4VA'IFESIEAAO0C1E97VC4Y N1 ..„...\N ` / ,, . . .6 \....4 �-vviti, G6��,.,�p� l11,-1l1ifE 17 UiU% ,".l \...G..._. / Hsps--'_Y,...,R$ SE .0011 LOT 20 IE 10,610: s0. FT.* 0340 min * N 9025'54' E • LOT 21' 9.510.90. FT.* 0,120 ACNES 94 N 65'7004' E 8 120.10 )..OT 20 9,010.80. FT. *9 _ 0.220 ACRES t I N 0025'54' E 35_3W L20 -"MANS S9730'0 8455.57 `'\... ,artfx°°4tar 41 • I "'SEARS 5543WSWE \\ 5.35 C/EM£ICNf. \ AODEM,EASEIENT MOOS / o • 8E Pis LOT21 153.017 wirsa rim'a. / 20.1 OF THE 6TH P.14. LINE TABLE 15 10 32' 5 5014'20' W 119 6716' N 6975'54' E 145 86.17 5 773115' W UNE LENGTH BEARING L6 15.94' N 624721' W L20 34.93' 5 0034'06' E 146 L47 149 149 150 95.97 60.17 134.00' 60.17 134.00' N 8778'44' W N 225116 E N 677544' W N 22'51'95' E N 6775'44' W L7 35.35' N 2276'44' W 121 51.40' 5 702314 14 L2 57.39' N 00'2946 W 5.6 28.28' 5 675116' w L22 98.52' N 702326' E L3 20.00' 5 6925 54 W 19 20.28' N 2279.44' w L23 97.85' 5 193732' E 1; 4314; 5 270816 E 110 25.13' 5 5014'20' W 124 75.25' 5 6925'54' w 111 05,59' S 2712'39' W 125 91.20' 94 0034'06' W 151 60.17 N 2251'10' E L \� ` T 112 139.68' S 0029'48' E L26 92.40' N 8975'54' E L52 L53 L54 90.36' 7.20' 80.75' N 8706'44' W 14 255950' W 5 2712'39' W \\\ \..` \ 113 N 2712'39' E L27 89.06' N 00'34'05' W 187.22' "`+++��� •\ \ 114 100.25' , 8925'54' W L28 76.56' N 6778'44' W ......,,,...."Ss \ \ L15 51.40' 5 70'23'14' W 129 58.47 94 00'29'59' W 155 156 L57 L53 84.25' 15.77 74.23' 92.81' N 6708'44' W 54 2275'44' W N 271239' E N 62'4721' W . L16 154.71' N 8925'54' E 130 70.29' 5 093054' W '^•.•` `�•\\ \� `` L17 90,47 S 9925'54' W L31 88.82' 5 0029'46' E \ 118 96.52' N 00'34,06' P 132 9281' 5 89'3014' W D N. '\ L33 103.06' 5 002746' E 159 L60 L61 103.53' 92.81' 103.53' N 1712'39' E N 62'4721' W N 2712'39' E f{. \\ OA�,\\ 134 92.81' 5 693014' W \ \ cFat \\4` 1 135 103.06' 5 0029'46' E 1 t 1 \ \ 136 95.97 94 6778'44' W 162 103.53' N 2712'39' E \ \ L37 9481' N 225116' E L83 9281' 14 674721' W ,._._. \ , ` \ 'lf, pia 95.97 5 6770'44' E L64 103.53' 5 2712'39' W - ''• \ \1 \ ~. L39 94.81' 5 2251'16' W 165 165 9281' 106.25' N 62'47'21' W N 2712'79' E ti, 1 \` \ � \ \ `• 140 13400' N 6778'44' w _'-�4' \� ' \ L41 60.17 N 2251'16' E 167 36.72' S 52'47'21' E \ \ \\O`lf 142 134.00' 5 6776'44' E 168 9.24' 2 5014'20' W mums ---,....---120.720. Y ` .�.. \ 143 60.17 5 2251'16' W 169 41.68' 5 2712'39' W "'•^�"`\ 144 9597 14 6708'44' W L70 9281' N 674721' W ,4 \ NTR Gf\,\ \`I1+ \ • \N,e,� \ •. L!'. \ ' OT 46 g•, \ '11.70 41. • w \ ' N-,. 52. 90. FT -t... ��. \ \\ \ \ \ \, q ACRES t 0•;,...., _ \ \ . L71 60.82' N 6370'10' E L72 49.70' 5 2659'50' E L73 17.83' S 6776'44' E 174 59,00' S 271239' W 175 9.24' 5 501420' W SE COR L.OTAW MARS. 9570725'E 44 120.20' LOT 19' 10985 00. 147 t 0.231 ACRES,± • 76 \ 13, 0.307 s2. Ft\s 0 .. 'ACPs t `.,y .44\0\ t \ LOT 17 5 N 17,774 54.FT. t \ 0.409. ACE.1\ t � J \ \ `40026Aar$ 50.0'- 100' 318.01, • LOT 28/ 7.700. 90. F 94 0.176 ACRES t k 095021' w itoA1' r 11647 / LOT 32 7.700. 90. FT.* ,0.175 ACES t 120.07 J/qO LOTLR" G• AS EA54EM 50' 9802 h+ 'ui•'06A *t 4C"PRNATE ACCESS. H r� , 0 0015 ,•"UMY, ANO Aa0 EASI�M SE COR 10740 g/- _...• - .BEARS 574'40'31'E ...'... K'5461131,.. � 27117, / \\ " ▪ 947E ACC£9404G E3; SE OOIR.IOT N C•.! EWR SWI VIELTY, A� C9A9 442 E 17 u7EfTY I SE CON LOT 46..-1 .•EASD44FNT DEARS $03'401070 ..'•. 12410 Ll_ _ ''46\\\ '.\\ \ \ \ 0•0090'019.20' W 1 \ \\ `\ . 1 \ . MQ\TCF TQ HEFT 3 r"\\ " \\ \ , ""'- 7. 50' 4 -CB4117a11EttE•40040 FA SASEO'ON =AVON OF ; `�`-- E79s1910.0As UNE. LOT 36 4040. S0. FT. t .97104 ACNES t .1 LOT ''29 I.7.700. S0. FT.* 0.175 ACES N 005021• w 110.01' N 90561.1' ✓, 120.09% ---COT 37 ..../11.040. S0. FT. t 0.154 AGES t TRACT E (OPEN SPACE) 46,667. $ FT. i 1.070 ACRE;* 127.50' - imp m 0 5.95.29940 2 urns 9E cat LOT 40 54529'5,] s 907714' W 127.54' • LOT 30 `5 7922 S0. FT. t 0.174 ACRESt 30. X01. moo' 0,2 LOT 31 0. 10. FT.t 0.202 ARES t SitE NON n7 /\ // \�\ 17RIT UY 79'`0 \ 1��31Eilf '\ - \.f` �m11Qi0E.20. \ _19E1440. EASEMENT, 'LYagFnlalt 1100, Pa.16T.+,_`'' P: 9094 eooD 9at9:nl.ne Mr6.. 290 91DJ5-0000'`- m 120.00 NAY ' 1-10.0' r LOT 38 3, / 9,53.7 * 1 b9LOT 39 . LOT 40 LOT 41 , L0T,- 42 s.bq LOT 43 5b�T /LOT 44 SFE NOTE A7 ^ 7,700..i 91 FT.3 a 0.170 A ± C. Otx 92. FT.t � 0.10 5 3 $ 410.0 M. X5 3 $4292 * -10' UMY • 19 , b I of 1 01 a i EMINENT - . N 8456'2,' W 70.00' 70.ar - 70.00 70.00' i i 94 s ss 3 44 105.10' 1 470.07 50.00 6 S 6938'21' E 75.041 10' UIEITY MOOR i 9:1901 FT. *8 0.207 AIRES z .. W g LOT 13 6. 9,050:;50. FT. t 0.207'kCIMS t 2 70.00 05.101.14 19014T -CF -WAY) CUFF VIEW CIFjCI 75.00' OT ▪ 9. 5. 59.• OT12 003. 9111 0.207 ASI* = 1I207 ACES 715.00. NOTICE, ACCORDING TO COLORADO LM YOU MYST 80410,8 ANY LEG. ACTION 11.103 !ON ANY DEFECT IN TN'S SURVEY WITHIN TWICE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN a EVENT WY AM! ACTIOI we' Ew.W A"i DD:re .7114iilG�T w RaEiowl ' FD�".`ou nuN ro+ \55. ▪ 9'56\'15W PLA1 11E 16 • \5 SIMS Mae= 0192211111 0510 BOUNDARY LINE PROPOSED R.O.W./LOT LINE EXISTING/PROPOSED EASEMENT PROPOSED BUILDING ENVELOPE SHEET MATCH LINE CENTERLINE EASEIENT/R.0.W. SECTION LINE 663.11• 57745 70.00 LOT 10 1i LOT, -9" 9952/ 50. FT. it 8 Z•` 9,060. 90.0. 94 at 0.207 ACRES• 94 z 77 ACRES t = 5 893015' E .\(• 991.13 �\� �Lt/ 75.00' 75.6O' ,.::.\ 1 7547 / LOT 45 11900.21 FL 3 !4 0,265 ACM* o; 0 U a 110I794 EASEMENT qsE Ca11 Lai 4a TE 10 SE COI, RIDING DOEL017 135.30' 50.00' 4 \ v LOT 1 -foo 13.004:'54 FT.* 4313 ACRES 9 /10 VALLEY 19EW Ifo Access ALLOOED 9E' A N armee w %10.9080. PT 0.250 A0d3 t G /To ROAN CUFF GROS 49 css , f NFA I S OT 3 ..r ,M S0. FE 1� / • 0.343 ADE,. 1 LOT/8 LOT 7 LOT .S LOT 5 1 g �i +4.i I3 w. 4040: 50. FT. t90. FT. t ^ 09M. s4 FT t Q.307. 90. FT. # 4262 ACiFS t *' "d ///,,,°°°EEEy i 9.107 ACRES t 0.287 ACRFS.i = Q28T/AC+FS !!„./99.5.7021 % 0.219 A .9 } x��• I pF j�.- J Jj j ba 221' ,s TSOD'•_ - 75.0,751 �tt0 - - 110.42 .'155 -.- .> :_'. - ._.'50.19''^ ,,.- ,i 271LPP6N yACE i " 24a 184 115"-001 .0,,q EN BU1¢ER EA5t71ERTr, B0tt/ P.O. Meso 001'tBBP �lp,O4T P.O. Bo>S- 6000 , r Battlement Meme CO 8183,8-8000,% 76.OV HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE. 101 GLENWOOD SPRINGS, CO 81601 PH (970? 945-8676 FX.(970) 945-2555 14 INVERNESS DR. EAST, STE. D136 ENGLEWOOD, CO 80112 PH.(303) 925-0554 FX.(303) 925-0547 CURVE TABLE CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA C3 270,00' 130.57 CS 270.00' 96.09' 201017' E 107.79' C7 ca co 197.49' 156 04' 177.50' 90'31'25' 98.97 451614' E 50 47 20.57 136.47 71.20' /4 697077 E 200.00' 61.52' 61.27 177.42' 26457 5 53'39'55' E 245.00' 59.37 25.25' 50.23' 350.00' 41,97 5519'02' E C23 C24 300.03 14.157 73.98' 274225' C26 427 100.00' 157.99' 100.92' 142.07 150.00' 428 159.13' C29 14 0673'02" E C32 135.14' 125.09' 25.35' 44.92' 11.33' 44 30'0511' W 231707' 46'4737' 436 16 50' 26.02 14 459303' E 31 61! 47.04' 3374'07' 0.37 11.19' 5.62' 11.17 150.00' 75 00' 4.19' 4.19' 1'35'57' 74.22' C40 125.00' 195.05' 56.91' 28 96' 7675'44' E 56 42' 125,50' 54.78' 5119'52' E 525.00' 2609.07" E 54.64' 14.20' 26.21' 60.00' 50,71' 14 404617' W 65.22' C47 54.83' 60.00' 54 32'4732' E 125,00' 47.06' 175.00' 65.49' 699007" E 30.00' csa 225.00' 22.15 440,3 0.58' 0.29' 65,30' 64.92' 85,41' 2010'17" E 5119'31' E 100.00' 20.37 39.92' C64 16.62' 16 54' 32.00' 190.77 52.74/ 30.54' 15.72' 85.00' 27.98' C67 52.00' 2.65' 14 7126'23' E 21019* 27.66' 56'01'24' 325.00' 111.30' 70.00' 13.71. 97 8210'30' E C75 C73 C74 225.00' 24.45' 70.12' 23'01'42' 114.57 16.30' 2074'25' E 23'01'42' 25' OAS ANO CPEN spAcE 911FFE9 EASEMENT 2407-083-00-152 Battlement Mesa Realty Partnere P.O. 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' ' ,,,.,.., i ,-" e:, , „, , • : .' . •/' •-• a , .,„. „, , / ; ,, /•-•47' • 11 4 • : AL , ' •"%-.' .,,c/./' / ,,,, ./ Cf' ,,--- '''''''' ..,. ,,,, , ,,, 0 2,;'"-'7;- , l, ..ty '', , • - j. 1,.'-',11 . ''/..• , ..... / .f / „R) ................„ ) -, / ''' 1/(.1 — , ., i .: •-• •',1/ )," , , 3,,..,. , . \,----- , ''''' , , , ,;- i,/ -, 7.1) .-.....' '..-"'•-..'``. //,);,, • ' , \ ,,, •-• ,,,,..... Is ----- • \ ' -------- „Q._ 03 'a r m •-i K '''' .... , '.: ." •,.; -••• 'f) N • \ \ \ t,\ \ - \ \ \ \ • , s , ,\ II , \ \ \ iN \ \ \ \ , \ , \ \ • . \ , 01; 's —I \ ' z,,,,,„ -riN. \ \ • V • .„ • . . . . . , • . „•• . i \ .r, s r• ),-,• AN ' ' , . , , >,..„..;,1„,,, , t ..,kt._. .2-.......- .., • - , . . ' ' , „ , ,=,, ._....... ' III Pi ,, „..,,r,,, ,,,,,, 107 $4 lin - - - .... - ,'" • 44,,,,,,.?,"/ sp k/ ik // 7' , ' • ,,,J. n . I ' '?".// i /7 1 ,....._ / , , ...); •.. ----- ., ... '''''''' - ' '' „, s ,...... 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M 5 ^ P, U 0 ,, 0 xi 8 t , ...., -• .-„, , c.., 0 ..., —I 11 1•171 1, 5' ?i M 0 MIRTH a ---- —1 '-3 `<,' I= e El -2 0 >•• •-.. op P co a, = M PROJECT NO. 2021056.00 DARTER, LLC GARFIELD COUNTY, COLORADO HIGH COUNTRY ENGINEERING, INC. DES. DJW NO. DATE REVISION BY CALL. UTLIL1;14011•KATON .....,-....... 15V SLAKE AVENUE, STEM GLENWOOD EIRIP105, CO 81632 DR. DJW 1. 5/31/03 UPDATE PLANS DJW 1-800-922-1987 VALLEY VIEW VILLAGE, PUD _----- PHONE WO) 945-8070 FAX OM 945-2555 GK. on 534-6700 "....'Ve PHASING PLAN 14 INVB6E813 DIVE EAST, STE D-08, ENOLEWOOD, CO 8002 Mae MOM 925.0544 KAM= 9260547 DATE 3/3/03 CALL 1-11..Main DAM PI AM/WM •EFORE YOU DIO. 011.r CM MOAVATIC ' F1LE PHASING 1.43011M MUMS GVOU ).UEIdno 9NOIS GRAPHIC SCALE 110 If, (Di TI27) Inion-eO n PROPOSED RQ1T-OF-WAY PROPOSED LOT LINE COSTING/PROPOSED EASEMENT PROPOSED ZONE BOUNDARY ZONE DISTRICTS (PER THE BATTLEMENT MESA PLANNED UNIT DEVELOPMENT) NC: NEIGHBORHOOD COMMERCIAL MDR: MEDIUM DENSITY RESIDENTIAL LDR: LOW DENSITY RESIDENTIAL PSR: PUBLIC, SEMIPUBLIC, AND RECREATIONAL' Fol? ELIMINA Y 1/31/03 ›- 0 d z G 0 0 O O 1L g2 iyo c PROJECT NO. 2021056.00 SHEET 7 6A'IL5MENT MESA. X5420 -d.. 53 INSTALL SYNTHETIC NO1151RES PYRAMAT EROSION RAMC ENGINEER APPRONZO_ EQUAL (445 iY.) =NM= EM1iEMRIIXMN _.-,,,,535 BERN WIN ONITE CIAY3 N 6''1116. COMPACT TO ME STANDARO PROGICN. iW ELEV.8351J1 TOP WD1H-1% 537 ��fL:•I�3'A - r��l` ^moo 5• •_--5380 NOTE DUE TO THE CLDSE P0004177 OF THE COSTING DRAINAGE CHANNEL TO FUTURE MULTI -FAMILY STRUCTURES. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR SETTING ALL FOUNDATIONS ABOVE THE MAXIMUM 100 -YEN FLOOD ETEVATION AS SHOWN ON THIS PLAN. FOR EROSION CONTROL LOG - BARRIER SPACING IN CHANNEL SHOULD NOT EXCEED 200' SEE MISCELLANEOUS OETNL SHEET FOR REVEGETATION PROCEDURES. GRAPHIC SCALE se • ]0 00 1.0 (IN FEET ) 1 lath . 60 R 579 5580 LEGEND - a11111111� - 4- LP. H.P. SECTION UNE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR BASIN BOUNDARY PROPERTY UNE SILT CONTROL FENCE FLOOD PLAIN OMITS FLOW UNE EROSION CONTROL LOG HAYCHECK - INLET PROTECTION PROPOSED CULVERT SLOPE ARROW DRAINAGE ARROW DESIGN POINT LOW POINT HIGH POINT 100 -YEAR POND ELEVATION RIPRAP PYRAMAT EROSION MATRIX BASIN Q, cfs 25 -YEAR 100 -YEAR PR -A 1.61 2.65 PR -B 1.65 2.58 PR -C 2.61 4.59 PR -D 3.81 5.65 PR -E 1.00 1.47 PR -F 0.67 0.98 PR -G 1.70 3.58 PR -H 0.34 0.89 PR -I 2.38 3.55 PR -J 0.19 0.46 PR -K 0.73 1.48 PR -L 1.39 1.74 CURVE AMME R -"\� 1 EARN OE9ONAT10N PRA '4' XXX ACRES CNxx xxx cfa XXX Na 25 TEAR KOW =TEAR RAW 2i MW (SHOWN) TO 4X MAX 41 µ_II -11".--" ��ri wIlT.11=11=11=11=II=u-u-,.-..- Tn=11='- �� �� I it TYPICAL LOT STYLE GRADING IN CUT AREA 101.10 SCALE IY}�` Id nn-nii TYPICAL LOT STYLE GRADING IN FILL AREA 110310 304. Ts 6 -4 MOUNTABLE CURB & GUTTER W/ SIDEWALK 6 .4 MOUNTABLE CURB & GUTTER W/ SIDEWALK m 0 0 5 a W 44, 0 i o' vi w D 0 0 u U n O 0 15 PROJECT NO. 2021056.00 SHEET 8 Ijj \ a� Z ¶) /�'': \ ~j\ � L\ 1 `3,. tl'` \ \ \ \ ,, ',` s3i - \ \\ <~ a3.:'•-•,, \ \ \\ i I ,\\\� .\ %`,..\�,, `\ '�';t �' i 1 5.340 i / / 1 / 1/i/ / .•'' ,' / / / / per- / / ti / / - r �� `. is ' • . `, ll r 1' 5350 5310 5350 `) 1) 2 j , 9 7(/ i f i ; // /I I STOCKPILE LOC i11ON I f ,/ / I \J (SEE `REVEG. ?ROC - DUREIS) I (/ l \I \ \. • ,...2:),,2„1:2N, •••••,"2,,,A,• "N, , : /\ \ C•\, \ \ ;,\ \\\\' lz ^`, ` I ‘ \\\\ \ \,`\' \ \, 1 i 1 �.\\\. \\ `\\\\\\\;-,.',.' \ \\ \1 \`\L-\\,<-..,,,,.,..\\‘ \\ \ -+Yr;\„-'`; +o)(.\\ \\\\\\ '\ 1•. t.:,\::\\\\\ "- \`‘-:....\,.\\ \ \ .. -1 / 1 -3 / />0 - 1. +0 . 0 +0 +0 /''�` 3. •1 \ -0 0 +0 +1 1 +1 +1 +0 \ \\ \�f \\ +0 _ \ !Ai I/ kl�1 rr,4440-- E GRAPHIC SCALE SO b 1M (m /ter) 1 Inch - 60 !t 5579 5550 LEGEND SECTION UNE' EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPERTY UNE PROPOSED CULVERT +2 EARTHWORK FILL (FEET) -1 EARTHWORK CUT (FEET) HUE EARTHWORK GRID TICK MARKS ARE SHOWN ON A 25 -FOOT GRID WITHIN THE DISTURBED AREAS. EACH TICK MARK INDICATES THE CUT OR FILL AMOUNT REQUIRED TO ATTAIN THE PROPOSED FINISH GRADE SURFACE (TOP OF CURB OR ASPHALT WITHIN ROADWAYS) FROM THE EXISTING SURFACE. FOR SIMPLICITY, ALL GRID MARKS HAVE BEEN ROUNDED TO THE NEAREST FOOT. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EARTHWORK QUANTITIES AND COMPACTION ADJUSTMENT FACTORS WITH THE GEOTECHNICAL ENGINEER. TOP SOIL AND EXCESS MATERIAL MAY BE STOCKPILES WITHIN THE AREA SHOWN UNTIL SUCH TIME AS LOT 47 I5 APPROVED FOR DEVELOPMENT. AT SUCH TIME, THE OWNER SHALL PROVIDE AN ACCEPTABLE ALTERNATIVE LOCATION. SEE MISCELLANEOUS DETAIL SHEET FOR REVEGETAT I ON PROCEDURES. a 6 J W O z 0 0 c 0 0 U 0 u PROJECT NO. 2021056.00 SHEET 9 Ines 1 kr? ..1111V/104103r- um/ i'allefiats4 itiOrAL.w.,,111111kAliki AbliPIPdigiaUllftriialst•IMIPA74.ff.ie, ;477`7' V ,PrZOWM-770:105 "WW1- 7t7' 4."3/7017;:ir 4k, 1 I I I I I I IP I I I I I II I 111° I MFrial EWA I I IMStat. Aim,* rare* /pave .,111 M 4y1 rn Z § 1 4!AAP 211 0;1 014.1 401g • X0 9 ,,,, , • • i4,14 1 8l MATCH A BOV 8 PA 054 vom1°8$ 5374.5 LA -STA ...1_4115.91- \. P01 ELEV 5374.38 \ I .14 P01 STA 1+10.94 iP01 ELEV 5374.11 ;PA STA 1445.96 IPVI MEV 5374.36 EMS: OWE 377.32 6 T 6+0 tossaafessoass EVCE' 53aU2 04581=1488 ATCH Two r°3'SHEET 07.6 6 DARTER, LLC GARFIELD COUNTY, COLORADO VALLEY VIEW VLLAGE, PUD VALLEY VIEW DRIVE PLAN end PROFILE EVC 3+101 EVCE:I snar4 g” HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE ANEME. STE KA GLENWOOD 90, a) 8/502 PHONE (970) 945-8070 FAX (970) 945-2565 14 INVERNESS DRIVE EAST, STE D-136, ENGLEWOOD, co 8052 RHONE (303) 925-0644 FAX (303) 925-0547 'ELO DES. DJW NO. DATE 6 sil tt C) i.WN ,111 tn s o i p:oggp,I,g gIAY,F,116,iliiii i . _.09tvT4, gr?,wio.r-al 1 0 1<§ix9.!gs,A41g.ggs g 0 r- rn m z 0 REVISION BY DR. DJW 1. 5/31/03 REMOVE UTILITIES FROM PROFILES DJW CK. DATE 5/31/03 FILE PPRD-01 CALL MLITT 80TI•1ONTCAI COMM OP�OaAoo 1-800-922-1987 on 534-6700 "=",' CALL A -MAMMA DA. A/ ADVAAct werore YOU dos or.M. 014 [EXCAVATE 900 WAKING or UNDEP01,004> 1.119W1 U11,1193 ATCH TO SHEET 10 (0 3. 0 0 61 rr 8 m 0 m - a 0 11 m 5389.9 5390.72 5393.8 4.32 5401.6 0J/011 4, 5405.4 574 5408.8 TOM IMF Y. MISSO4M4301M riOs EV* VANWASM43141411:00313M1 : § I : I ! I I I i i 806517+60 5VCE: 5391.52 ! i 1 1 . • i I 1 i2 I '4 1 I 744 i ; .11: ;1••• l'..4-1.- 1 i 1 8 ill11 . .... i . . I I ! ! 126 8+40 M 2 EWE. 53785.32 88 • SVC& 9+40 • , . rum las 34754033808416161 3.03 49ATCF-1 ABOVE MICE. 5400.2 4 -A 0 0 1 111 rn0 r- r • • co ir.43833114.117147:4-4. 550.3-3 73 TT 0 u 2. § 85 4" *-3,4 • M 110 r- 0 -r-4-c till(' ON Z$ (13F, 3 R III 11 Arim iCICIVOLI A ElVil0 DNO_LSO DARTER, LLC GARFIELD COUNTY, COLORADO VALLEY VIEW VILLAGE, PUD VALLEY VIEW DRIVE PLAN and PROFILE ,_;UsliFEF,222 SP222P8""'- %66,0ggRlig:N2M"" .-•@9V"ai?:6P1PU,5"6-'-. e' -'530'216,,,P21 Pi'E F ir' kl . HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVER/6, STE 108 oLaaw000 manna co 88302 Pliote (870) 945-5576 FAX (970) 945-2565 14 INVIEME138 UWE EAST, 81(0 0-346, ENCLEV1000, 00 8032 PHOtE (303) 925-0644 FAX (303) 525-0547 DES. DJW 0 \--, MATCH BELOW ....ww......... .1 I ENS 1050 IIII 7 ...,...,, NIIII CSR 5407.52 ] i I 1 5414.3 1. 1 76g 2 1 11 : !a ' 11 V11+40I 8 ?$ ! J 5410.32 1 Evcfi.: 6412.32 8 8 8 m 3. .3J8 om r, °O -U JJ 0 m 8 r- rn 0 m 0 5416.9 5412.72 5419 6 5414.72 g42.2.?4 5421 5419.32 54259 6422.74\) le, 9 5427.5 5426.35 5429.0 542483 5430.7 5430.14 5430.9 5430.65 5431.5 543140 1:332.8& 5433.0 5433.05 5434.1 8433.77 5433.8 ... 1 I ; 1? -11 \ 8 i 80651I2+40 avec, 8488.32 L-7 17451,1v11gill. 71,284 "ittiVkv--'4.NW PAN& .11gtly.14 ND. DATE REVISION BY DR. (mw 5/31/03 REMOVE UTILITIES FROM PROFILES DJW CK. DATE 5/31/03 FILE: PPRD-01 CALL unliTY NOTIFICATTON 0091E1 01. 001.06000 1-800-922-1987 011 534-6700=' CAU CALL 9-1111.19814141 OATS ADVINICC 1116.0ffl YOU Dia 071.4.0E. OF EXCAVATE P0111815 44(0 OF UTEE9101109769 Mem. 1118.3168 CALL U1ILRY NOT•10A110.1 cameo or 01096.400 1-800-922-1987 534-6700r= CALL a -11196a6 OAT. ADVANce fl YOU DP CRAM, CM IMAVATE 08618*6800568 014L8Co MIAMI me FL, 8 z t 8 8 8 8 8 8 5400.7 5400.4 5398.12 53946 5397.58 5398.1 5397.08 5395.7 5398.99 5396.4 5397.08 5399,6 8359.81 5403 0 5402.78 5405.6 5405.78 r440013.4 4f, 5414.2 541158 gi 5413.0 5413.78 5415.3 541578 5417.6 5417.78 5419.2 8410.93 5421.6 542278 5424.2 5425.89 5427.5 -67(27.90 5429.7 5430.01 1:311 5432.0 5431.05 VALLEY MEW DRIVE • 1.161 STA' e. 1+00 PVI STA 1+20 PA ELEV 5397;08 E21 SVCS: 2+20 EF,Hrl g22BM6 "*64Z2'WEW"IX G3Etgmf.g 1,vg 9P,"PQ5015 IR g g Ei 2 < BVCE 6398.88 8 602. 5450 10 01 z 05 05 G2 0 8 map C 5+1 07 545; -4t„ I It!.t \E%�6492.68 .g ! ; I Ail A P1.4 ELEV 5410 PM STA 3+17.22' PVI 43.64 - 541054 CL AyGEUCAICIRCLE cn 000 BVCE 7+20 8 OWE 5415.51 z2 10...‘ 19;;---4 a SVCS 7+80 6466, 524.58 P31 STA 4. 9.1.77.30 81-t% ELEV 54.31.17 1 1 1 lattlitt Pyl EI.EV 5431.17 DARTER, LLC GARFIELD COUNTY. COLORADO VALLEY VIEW VILLAGE, PUD ANOEUCA CIRCLE and JESSICA LANE PLAN and PROFILE , VLIV rar MALLEY';V1EV/ DRIVE HIGH COUNTRY ENGINEERING, INC. av BLAKE AVENUE STE At GLENWOOD &MOB 0081902 PFICAIE (970) 9454878 FAX (970) 945-2555 14 INV66II3113 DRIVE EAST, 81E 13-130 ENCLEW000, 0050112 PMCNE (03) 925-0544 FAX (303) 925-0547 DES. DJW NO. DATE REVISION BY DR. DJW 1. 5/31/03 REMOVE UTILITIES FROM PROFILES DJW CK. DATE 5/31/03 FILE! PPRD-51 MATCH TO SHEETI4 -0 5 m DARTER. LIC GARFIELD COUNTY, COLORADO VALLEY VIEW VILLAGE, PUD. BRYAN LOOP, GREGORY LN and CUFFV1EW CIR/CT PLAN and PROFILE 0 02 P1 0) 0 .4 "CI) 0 -n, m re 0. 8 5367.3 gg A.,, I -bo 00 H H NI ry P,, "417E.,1,17PriaigrRiiin.MANaF.MOVIWIAIMIMOWLSWAFIFfi*,,a40.1, • ItlaiPan 0 0 <8 c rji II S illitira Vali al I IVIM.Wfil #7166UMMIIIM- -W - -ril al 1 (41fIall red MI 0 I kW a ligt: ri 1 PI Z 0 PP PI Z Pe Z IF 1111 RC .....- 4 gigh \ Mg !Pr I , , 1 \ 4 5308.0 5372.3 5300.41 5377.1 1111111 ti4 VS=A ova11 pjim A g. r E 51 5392.2 5390.41 5394.5 5392.41 az 5397.4 5366.48 5398.3 5399.0 5305.01 EVCS: 5+30 EWE 6.71 2 12 -4 0 (7) 0) 0 r 71 8 0 m 0 0 J3 >8 m 0 - u 0 8 5394.1 5395.3 5362.28 5397.0 5304.33 5398.6 5396.33 5399.9 fI 4ff 1?3 • STA .2:tif.ar jeg1 PM: ELF/ 5392.87 P11 ST • 4+53.08 PVI STA 4+47.08 flEV - 5392.45 06 g EVE:4 3+00 88 5398.33 28 /) 5400 3 5399.70, 5401.1 5399.53 5401.2 5386.7) 5400.4 5399.13 5400.3 1 6 6g 88 EVce 5390.33 2 o PORTZ (10 a M ! 13111S 1+40 EIVGE.: 5398.33 PM STA 1+25 P5) ELEV - 5307.77 1 1 4: • PStSTA -1+22 P51 azv - 53o752 P51018 1+18 PVI ELEV 5397.77 P51STA 1+00 exv 5398.13 1 VALLEY VEW MINE 8 :4:11LERAR!!!!!!:::::!!!!: ! ,g1k_‘.3.rqdtgbil°;liNili011! 26g. ..gxgoe,F,Fmigne,Y,0 6 $ 0.g,1!,Iiilg@i Pmc-igF''' 1 2 g 4 •• -1,5 ?,'--. X 6 HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, 8711 150 GLENWOOD 81118105 CO 61602 PHONE (970) 845-8676 FAX (970) 945-2555 14 ILNBIKEBE1 OHNE EAST. VIE D-536, ENOLEWOOD, 00 80112 PHONE (303) 925-0544 FAX (303) 925-0547 DES. DJW NO. DATE r- rn C) m z 5070,50 0. r 71 0 0) 8 T 8 w 0 0 -13 0 - u 0 11 r't m' 8 8 5383.04 5379.5 5383.84 5380.4 538880 5381.8 5386.14 5384.3 5387.30 5388.1 5388.56 > Ln 2A /) 5387.0 5389.09 41 5387.8 5398.78 5385.6 5387.64 51185! a 5385.3 REVISION 111 BY DR. DJW CK. 1_ 5/31/03 REMOVE UTILITIES FROM PROFILES DJW DATE 5/31/03 FILE: 77120-02 CALL 1./ILRY NOIVICATON MOM OP COLOPADO 1-800-922-1987 88 534-6700 TIZZ CALL II-NUIIPOS, DMZ N ADVANCZ Seed! YOU CIO a.m. ex.ww/r PQM TN! NAN,SZI OP LNOHICPIOUNIr 88 1/11./1193 373EII 1250 L ( LOT 23, ; 'c)) 9334 fi(6EV LOT 21 LOT 20 LOQ' 19 N 233;01505 E 10014.4300 STREET SOUS `oo 00 BA L ( rL (C ""'' 00.114 FLiflLEV L �)./�a+ThstEr 172.00 A (9P) 0212 FL ELEV 63' RP N 23 E PARING STA; 1+10.12 SIDE OF OFFSET 31.47' l STA 1 OFFSET. 1250 l N 23100. 5Th• 4+3206.,,x• STA 2+1011 (Ot,) WOO E 10010.9404 OFFSEP..10aO R (0..) N Q1µ 360 4+3604 ANDOFOFFSET. 20.00 L (CVD) E IMEIPEE STREET e 9240 FL =KS 5700 96.54 15.9 RP N 23223. E 19005.7000 51A 1+2.7.00 OFFS01010.50 07.32 FL EUV r ova PAN LOT 34 00.17 !LOT 28' THIS _TLE 'CF 5TSG1 5000 1+2545 1050 L (CUL) STA 2+02.20 ggqFFFFFF''9ETTT 2021 L (OU 80.01 FL art STA .. 620 55:52 FL OT 35 1163 SIDE Of 01I sat SLOT 36 5411 STA 10+20. OF501i 2615 L 4+41 12. 0It = LO 38 STA 27 S1 AIR) .: STA FRG/ S 5410 .677170 50 00 30 5 1 0OSTN SURFACE z 1+00 1 SURFACE PN STA - 3452.63 IR , 20.03 E(13TING ELEVAl10N PROPOSED ELEVATOR PROP WA1ER TEE SCALE VERT. r HoF1Q. 1-30' GRAPHIC SCALE 10 x 2+00 3+00 CLIFF VIEW LANE CL PROFILE (STATIONING IS LEFT TO RIGHT) 1m ( 1N FEET ) 1 inch - 30 N, C PW EUV - 5400.11 A.0. - 3.00 EXIS11NG SURFACE 4+00 LEGEND ) PROPOSED ASPHALT PROPOSED SIDEWAU( 0000040 2'10' CONTCONTOOUR 5355. 1001100 UR PROPOSED 2' CONTOUR ▪ PROPOSED 10' CONTOUR -- DOTING/PROPOSED EASEMENT DOTING PROPERTY BOUNDARY --G - DOTING GAS UNE ---m --00EbnRNG UNDERGROUND ELECTRIC 00 EXI5100 FlBER OPTCS --ci-`5'-'Oi- EIOSTNG OKRIEAD ELECTRIC L. ' ---;r; DOTING UNDERGROUND TELEPHONE EIOSTNC 17/10' WRIER MA 005TNG STORM SE940 W c4 u ® 0051NG SEMfl( MAW DOING WA1ER VALVE 20 COSTING TELEPHONE PEDESTAL ® 02511140 1RAN5F0161131' {% EXISTING STREET LIGHT PROPOSED WATER VALVE PROPOSED PRE HYDRANT --174.44) PROPOSED SPOT ELEVATOR (FL) 'AT FLOW UNE' LP 'AT LOW POINT EP 'AT EDGE OF PAVEMENT SURF PROPACEOSED 543 542 1 0+(55116 4+41 76 1650 I. FL EEEV 111.13' RP N 22011. E 19006. 2.50 L 15.5' Ao N 21011 0: 195 CFFSET 33.54 4+40-( 10+32.64 (CYC) 22703.7334 E 19001.7505 OT 13 LO n2,'11.112 EIEVATON- PROPOSED -ELEVATOR 1< 5 00 CLIFF VIEW CIRCLE/COURTg+00 CL PROFILE (STA 7+00 TO 10+00) 104 2- 3 0 5 w CC 0 z 0 3 0 U 0 tl N 0 0. 0_ VALLEY VIEW VILLAGE KEYMAP PROJECT N0. 2021056.00 SHEET 14 S 6y MATCH 5412.2 541131 5414.2 6413.31 5415.8 6415.28 4n 5417.512 541841 48 g 5419.4 5415.50 5421.7 5420.10 _ 5423.4 5421.70 5424.9 6425.30 5426.8 5424.0 5426.6 5426.45 5430.4 542605 5432.2 5429.68 5433 6 6431.07- 5434 1 5431.e1- 5434.5 5431.91 5433.6 5431.44 5431.9 5431.10 5430.9 0 1_?.. 0 8 0 i. SHEET 3463 Egra.4997.33504:3331 1 1n" 2 _. NSC S5 I 119519111+23 INCE !11414.311 21 ;>< 12 > 1.�..5_.I.2.. (g$grs ki+ EV03 11+75 EViE; 541511 1 1 ER 1$ I6 1) S R K i(x * 18 X5 (10 III 11 '""'NSSNSSSSQ o Fy,I1161� 91f E88.0 'g'M5d 061 ANt n nn�it czi 41n N I 10.A 09,019 96+10 DYZ 5430.00 Ci NORTH 1/2 64815: 17+70 EVCE 6431.76 1 I; 11 PN sT91 - 16+41 PN EfEV -5431.0505 '% v:We' 16+47.87 PVI I BEV 6431.05 PN 31'4 - 18+65.67 1 PN ELEV - 5431.41 1 �. VALLEY NEM 0611E DARTER, LLC GARFIELD COUNTY, COLORADO VALLEY VIEW VILLAGE, PUD CLIFF VIEW CIRCLE PLAN and PROFILE HIGH COUNTRY ENGINEERING, INC. 1617 BLAKE 1.11304E (5770) 55445-40766 FAX (00 101 0) 6452.5665 SPRINGS. CO 6002 14 INVERNESS 0163 EAST, PTE 0-153, Ei10LEW000. 00 6052 PNOPE (000) 325-0644 FAX (303) 025-0647 .11 DES. DJW DR. DJW NO. 1. DATE 5/31/03 REVISION BY REMOVE UTILITIES FROM PROFILES DJW CK. DATE 5/31/03 FILE: PPRD-02 4040 0P 001.0000 1-800-922-1987 4n 534-6700 "Oar: CALL .00460. WORN ArNANO9 6501! V�00DSO CRAM 011 64049.479 POR 1141114.11013, oP 81690og040o 4413.41191 UnLrtle �1 GRAPHIC SCALE 15 31 (0 FEET) 1 inch - 30 fL LEGEND PROPOSED ASPHALT IESSEMEMESI PROPOSED SIDEWAU( EXISTING 2' CONTOUR ._— 5380 EXISTING 10' CONTOUR PROPOSED 2' CONTOUR ® PROPOSED 10' CONTOUR COSTING/PROPOSED EASEMENT EXISTING PROPERTY BOUNDARY —_0 COSTING GAS UNE —"—'a°'_ 0— -- EXISTING UNDERGROUND ELECTRIC COSTING FIBER OPTICS --'C< EXISTING OVERHEAD ELECTRIC A N DOSING UNDERGROUND TELEPHONE NH' EXISTING 1271E WATER MAN! 'o DOSTING STORM SEWER El ® EXISTING SEWER MAIN 4—T0'x20' J SPACES —L -OT 25 H FL LP EP EXISTING WATER VALVE EXISTING TELEPHONE PEDESTAL EXISTING TRANSFORMER EXISTING STREET UCH PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED SPOT ELEVATION 'AT FLOW UNE' 'AT LOW POINT 'AT EDGE OF PAVEMENT tm 1 \ \\ \ >- m 0 0 O 2 3 c' 0 H h 0 O U O 0 ARKWG SPACE, �t. --LOT 24 ono J. i 1'X20' 1 \- _ . ARKING SPACES \�j _// ---- --- I —'-V — \ VALLEY VIEW VILLAGE KEYMAP u$ X54 rel 8 w i J 3 PROJECT NO. 2021056.00 SHEET 16 iq 06 co UT cc irt OE U. UT / E' TEE VALVES / 256 Y WATER UPC WSLOW MP' VAL \E AA TRUST BLOCK 9 23901.5949 E 19143.9368 11.25' BEND PRE HYDRANT ASSEMELY OC COSMO MANHOLE TO BE BELOVED AMO REPT/,® W/ MN A-1 PER WEST WA,E7e ENGINEERING M 23940.1402 E 19202.3457 40 LF r WATER UNE STUB W/ BLOW OFF VALVE AND ITRUST BLOCK 1N -A2 33.75' BE24D / 50' ' \ FOR �XCEL ENERGY MICH \ \\ PRESSURE GAS MAN LOT 47 ot nE 33.75' CONCRETE ENCASE SESER YAM 10' EACH SIDE OF WATER MAN 2-4Y\0 PVC SLEEVES, 40'DEEP MN -44 24 1.F. 4' C900 PVC MH -AS 6'ze' TEE w% VALVES N 27554.4633 E 19063.995 UNE vAt� OETEI110N POHO OUTFLOW CONTROL S1RUCTURES 11;;:;k7 MAN F ENCASE 10' LOT 25 45• BOO N 23434.834 E 18791.2843 45' EEND.--./ N 23463.3934 E 15419.2324 OPEN SPACE 1 60 22.5• VINO Ij " 236445094 E 19069.1969 ( (21 46 HEADWALLS L1 ATI CY 70 WI GWAL.15 N-5367.0 NV. OUT -5350.0 \\ i 0 rn Op 11 SpA LEGEND PROPOSED ASPHALT PROPOSED ASPHALT PROPOSED SIDEWALK -- -- EXISTING/PROPOSED EASEMENT EXISTING PROPERTY BOUNDARY 9616 PROPOSED GAS/ELECTRIC/TEE/CABLE - V PROPOSED DOMESTIC WATER UNE J♦� PROPOSED SEWER MAIN V PROPOSED 3/4.9 WATER SERVICE 2.505 PROPOSED WATER SERVICE (OTHER) SS PROPOSED SEWER SERVICE PROPOSED BUILDING ENVELOPE EXISTING GAS UNE EXISTING UNDERGROUND ELECTRIC EXISTING FIBER OPTICS EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND TELIDHONE EXISTING 12'/10' WATER MAIN EXISTING STORM SEWER EXISTING SEWER MAIN • -fl --®---Sts -± EXISTING WATER VALVE O EXISTING TIIEPHONE PEDESTAL MD EXISTING TRANSFORMER EXISTING STREET LIGHT PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED CULVERT NOTES: 1. WARNING TAPE SHALL BE INSTALLED 24' ABOVE ALL WATER MAIN AT ALL SEWER CROSSINGS, 10—FEET EACH SIDE OF THE CROSSING. 2. NO UTILITIES SHALL BE INSTALLED WITH 7.5—FEET OF EXISTING XCEL HIGH PRESSURE GAS MAIN WNEN RUNNING PARALLEL. CAS MAIN IS LOCATED AT A DEPTH OF APPROXIMATELY 30-39 INCHES BELOW EXISTING SURFACE. XCEL MUST BE CONTACTED, AND A REPRESENTATIVE MUST BE ON SITE WNEN ANY CONSTRUCTION OCCURS ACROSS THE MAIN. UTILITY SERVICE LINE CROSSINGS ARE NOT BE PERMITTED. ao GRAPHIC SCALE 0 13 30 ALVES / LOT 24 VALLVVES'EE W// i 11.25' BEND N 23364.7693' 'E 190720.353 11.25 BEND 9 23326.5631 \E 190761025 MH -O2. 46' RENO • 9 23351.5670 E 19237.0022 231.. 0' 0900 PVC Into ,6E N E 192E7.042 .042 IM -01 IPA �9 11.25' MA N 23270.3679 E 19097.2047 I. :TETE i TEETER EEO:ERROR' Tit" C/q ( 04 FEET) 1 inch m 30 1L o O ELIMINA% 3/3/03 VALLEY VIEW VILLAGE KEYMAP 'IIIIITIIIIT -MATCH TO SHEET 18 TR I1XX.O,VITI 17000774714,7070-,77,IE1 ER,ETTERTR »1,1 I,1, all m 3 G O 5 5 REVISIONS PER WEST WATER ENG. 06 0 0 v1 0 0 0 0 0 U 2 06 O PROJECT NO. 2021056.00 SHEET 17 11244.715 20 LF. Y� C900 PVC --...-FW ilF 9'uxfYAF4Ytia-}yy}. ,S FAF /Ac, MATCH 1 TO §FEET 17 • BEND N 23253.9541 E 19204.3303 LOT 23 m PVC 43r ' DEEP SLEEVES, LOT 46 2-4.9. 2-r. 411- DEO. N / 43 LF. 5' 0900 PVC/ / 5- CATS VANE N 23137.1765 E 15794.2372 LOT 22 14 111E 231 N 23132.1 E 15794.2553 :Q� L, -x1472 LEGEND PROPOSED ASPHALT PROPOSED ASPHALT PROPOSED SIDEWALK --- — - EXISTING/PROPOSED EASEMENT 5100000 PROPERTY BOUNDARY sle PROPOSED GAS/ELECTRIC/TELE/CABLE PROPOSED DOMESTIC WATER UNE PROP0SED SEWER MAIN PROPOSED 3/4-. WATER SERVICE PROPOSED WATER SERVICE (OTHER) PROPOSED SEWER SERVICE PROPOSED BUILDING ENKLOPE EXISTING GAS UNE EXISTING UNDERGROUND ELECTRIC EXISTING FIBER CPTCS EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND TELEPHONE EXISTING 12719- WATER MAIN EXISTING STORM SEWER EXISTING SEWER MAIN EXISTING WATER VALVE EXISTING TELEPHONE PEDESTAL ® EXISTING TRANSFORMER EXISTING STREET UGHr PROPOSED WATER VALVE PROPOSED FIRE HYDRANT 11.25 BElO N 23134.5973 E1\.5109 r GTE VALVE N 23127.177 E 15794.3354 LOT 21 LOT 20 Ai 2-4'0. 2-6 . PVC SLIMES, * 45- DEET FHHYC0514T 55A' CROSS 9/ VALVES N 23217.6326 E 19140.5134 33.75 BEND 23103.3731 E 19054.5555 911-41 2-4'. 2-5-. 140, sly• fes LOT 35 1H -A11 LOT 36 *.e' 111E 17, N 23050.51 E /5417.141 LOT 19 J 2 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 0 0 � I 0900 PVC 191-C4 LOT 18 " "I.0r "T FIRE HYDRANT ASSF)IBLY 00 PC 11.59 SCS 3713. LOT 17 CORD 01.31 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 09, LOT 10 ULD LOT 9 lAzmipipppit .....___,„.PROPOSED CULVERT^»^ GRAPHIC SCALE 30 ( Di FEET ) 1 ince - 30 EL pT F�f ELIMINA 3/3/03 STRvc VALLEY VIEW VILLAGE KEYMAP 120 ^1102 Aj m 3 O 0 s K 44 0 d Z 0 0 0 U n 0 7 z w PROJECT NO. 2021056.00 SHEET IA _J 8I ti CZ.0101:f 01 1€(6003.1 170611}1 5^10106 P# 3 PIA 44 7 eE t-)11111 LAM IP81,1L�ijt4014 1111111{54C;13EFIU 71.1 ,111.1001.7 1 IPA i IN Mau III IIIIE iii NIP RI 0 m z 0) D Zs 0 m 24. 3,1% r 0 / / i�o�L and 0000 p Yl Lxr- YpyF�1� �I Fit O no O rn ti g DARTER, LLC GARFIELD COUNTY, COLORADO VALLEY VIEW VILLAGE, PUD MASTER UTILITY PLAN m 0- >n GVOd )ldEIVfl NOIS HIGH COUNTRY ENGINEERING, INC. 150 BLAKE A E ) 1094 V. O NW FAX (0 ) SPRINGS, 945-25CO 01002 PNO6 14 IW E88 OHNE EAAT, SIE D-130, ENGLEWOOD, CO 80112 PHONE (300) 825-0644 FAX (303) 925-0547 -'0, u a} 11(z *N ®gf Rw I l 6 r m O m z 0 DES. DJW NO. DATE REVISION BY DR. DRD CK. DRC 5/31/03 REVISIONS PER WEST WATER ENG. DJw DATE 5/31/03 FILE: MU -01 CALL WU, NO1WROATION CANER OP COLORADO 1-800-922-1987 534-6700 "a CALL 0B OAT! N cNANcA !9'ORE 404 VOA 010. 0OWDC, OR FJIOAVATC FON TE RAWfNO OP UN0610R OL O R.B.e61 UIL TIER J:\SDSKPROJ\202\1056\dwg\PP-SS.dwg, 6/2/2003 3:36:22 PM, smd 8 D r 1 m 7C-‹ m 5.r 1 0 m tl 6 c 2 8 2 II!, 2222222 221414 RtE�5 19 m g- N 06 ?ioo Sd m i ~ n F y 2 g a 2 VALLEY VIEW DRIVE SEWER LINE PROFILE 8 8 8 8 r 0 s rn Z v 14 8 5374.5 5366.27 5376.0 5366.77 13171.4 .7 5378.6 5368.18 5378.6 5368.67 5377.5 5369.17 5376.6 5369.87 5376.1 5370.57 5376.5 5371.07 5377.6 5371.57\ 5379.5 5372.30 5382.2 O' 0 84- 8 19T -4A �o RIM EL 5374.48 ._ 5$ .1. ....� INV. IN -5)66.27(5) INV. IN 9 5385.27 (5) 4,„_, o INV. WT;- 5365.07 (W) 1<'8 STA 0+60 ' RIM EL -5377.00 I INV OUT S.3.7. :, INV. pUT-5367.07 NIM EL -5378.32 INV. IN -5368.03 I ),(1V. 0U7-5367.63;,_ ?i ret 8 5375.34 5385.8 5778.38 5389.7 5381,68 393.4 5335.19 96.1 53 56 5397.9 5391.67 5400.1 5394.16 653497.28 40 .3 8 i 6114 EL 0 5377.02 j INV. WT 536937 STA E-5 RIM EL -5370.21 INV. 006 OUT -5 INV. OUT -57770.06 INV. W 5370.20 (E) (i 2 NIM EL -5379.44 INV. IN- 5372.27 (5) WV. W-5372.27 (W) WV, OUT•45372.099 WV. 1N-5381.28 WV. OUT41,5384.08 8 " : � ENA',.... a 4 ' j i t RIM 0..'5401.89 I•Z 133HS-3NIlHOlt/IIV 59.1 77 JR. EL -5394.41 WV. 1.5386.53',(5) 1615. IN- 5388.56'(5) q9V. OU7' 5386.38 ! j INV.: W 391 i RIMEL-.5397.83 NVI 25 VO ,.15 VO 91.05 i 2 2 BATTLEMENT MESA P 51 40 t r $5 • s5 1 i f KWAY 1 • 23. TA4.0' 434 II LqT 35 DARTER, LLC CARMELO COUNTY, COLORADO VALLEY VIEW VILLAGE, PUD VALLEY VIEW DR. SEWER UNE PLAN + PROFILE: STA. 0+00 TO STA 9+00 444Crar.44v..ve HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, STE 131, OLENWOOD SPNNGS, CO 81602 PHONE (970) 045-8676 FAX (970) 945-2555 (4 INVERNESS DRNE EAST, 131E 0-136, ENG EWOOD, CO 60112 PHONE (303) 925-0544 FAX (303) 925-0547 DES. SMD N0. DATE REVISION BY DR. SMD CK. DRC DATE 05-31-03 FILE. PP -SS CALL VRJ1. 004.1644710 canal O^ OOLOPAD0 1-800-922-1987 534-6700 �Ra GALL 9-Y1Ml/M 095.164.108945141 6!}0451 YOU D40 ORADE, OR OOAVATO 108 T951 IM16NO Or Uo®101/.00 NEWSIER v4Ln51e J:\SDSKPROJ\202\1056\dwg\PP-SS.dwg, 6/2/2003 3:36:33 PM, smd O 8 'ON 103r0ad DARTER. LLC GARFIELD COUN1Y, COLORADO VALLEY VIEW VILLAGE, PUD VALLEY VIEW DR. SEWER UNE PLAN + PROFILE STA 9+00 TO END n F a 2 + 5402.3 D 539 .08 8 8 8 5405.4 5400.34 5409.1 5403.59 5411.9 5406.47 408. 413 85 5419.3 5413.61 5491.4 541599 5425,0 5418.92 5427.9 5421.75 5429.7 5422.25 5430.5 5422.75 5431.2 5423.25 5432.0 5423.75 5432.7 5424.25 5433.5 15433.7 5424.7 5424.79 I s it aim STA 9+87 RIM E1-5401.59 QZ 133HS-3NI1H3IVIN INV. IN -5398.22 t STA 10457 V EL4540 .99 INV. OUT 5 04T INV. W)-5404.71 I j STA I2+72: RIM 0-542299 INV. 94.5497.23 INV. 017-5417.03 HIGH COUNTRY ENGINEERING, INC. 159 BLAKE AVEM.E 57E101. C LFS4WOOD BWMIOEL CO 91602 P141 E (970) 945.6976 FAX (970)945-2966 14 INVERNESS CONE EAST, 87E D-1.76, ENOLEWOOD, CO 80112 PHONE (303) 925-0644 FAX (303) 925-0647 STA. 11443 RIM 4:1-5427.56 WV. 1 O087UT.-55421.46 - H 1 �A 43 RIM 03.69 WV. O81-5424.79 DES. SMD DR. SAID I \ 09 ;\. J 1 -1 • M ▪ \ d \. 8 D rn • rn i I I ;1 • a RS <rq L . Q NO. 01 z DATE .-,y.c.:yrw r► r!'r/ REVISION BY CK. DRC DATE 05-31-03 FILE: PP -SS CALL V0LRY NOTIFICATION Cerra OF COLORADO 1-800-922-1987 CA 534-6700 • .3-000.<ee Dore0 ADVANCE 9011EYOU MA RN0YYOUD.0 DRADE. OR EJ4 AVATE FOR THE ° OF UNDERGROUND .EMBER VRRE9 J:\SDSKPROJ\202\14756\dwg\PP-SS.dwg, 6/2/2003 3:37:44 PM, smd ug I 5 1!) n D 1 m< > -0< D 0 m rn 6 0 10 N O ti 8 Ilt, II�� 0 0 3 A 3 O 3 0 o 3 1 9 N y e 6 4 a q may � �`_ $ AO h r 228 € C S 0 g 1 m v 5407. 8 g g !01.99 ND. DATE BY 01•1aOf, ntsrmIcAnom OOLORADO 1-800-922-1987 ; J:VSDSKPROJ\202\1056\dwg\PP-SS.dwg, 6/2/2003 3:37:57 PM, smd -BOMB 1 7� Q 20 m 2 � C., El tit e O SKI O GE -8.E E 41 N a i 60A150 13 AAP 1 'Ne4" R " P E ; € ss= m M 8 'ON 103`0!!d m C) m v DARTER, LLC GARFlLED COUNTY, COLORADO VALLEY VIEW VILLAGE, PUD CUFF VIEW CIRCLE SEWER LAVE PLAN + PROFILE STA. 8+00 TO END 8 5381. 5375.69 5379.1 5373.73 si37'e a 5361.6 5372.69 5384.7 5372.41 5385.1 5372.14 5384.3 5371.87 5379 4_ 8 0 i 9 4A 7.4 a14 a8 N A 0 5 NflHO1 MUSS VIN 1_f i 9 z J A8 88 174.72 5374.52 H-49 X11+M RIM EL=5379.44 INV I8=5372.27 hD INV. IN=5372.27 (5) INV. WT=5372077 HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, STE 9)1, CYENWOOD SPRNb9, CO 81802 PHONE 1970) 945-8876 FAX (970) 945-2555 14 INVERNESS DROVE EAST, STE D-136, ENOLEWOOD. CO 8092 PHONE (303) 925-0544 FAX (303) 925-0547 s L;, 2 8 2 DES. SAID NO. DATE REVISION BY DR. SAID CK. DRC DATE 05-31-03 FILE: PP—SS CALL NIRRY NOT Th canal ar 066.08400 1-800-922-1987 on 534-6700 "4 OALL •-wMly 0Al9 PI 40441016 Saone 900 On CNA0C, oR OICAVATE P08 TIE MANOR] Or uo9NWoupo 4.45.416i MBEs R 9 MONTH07 n t1 2 4 2 8 P m m v J:\SDSKPROJ\202\1056\dwg\PP-SS.dwg, 6/2/2003 3:39:41 PM, smd o N 1 [1 8 0 DARTER, LLC GARFIELD COUNTY, COLORADO VALLEY VIEW VILLAGE, PUD CUFF VIEW CIRCLE - SOUTH END SEWER UNE PLAN + PROFILE 1140N 01 1431 Moat ON NOLLY15 8 8 8 8 5410.3 5403.13 5412.3 5405.13 5414.3 5407.13 5416.1 5409.14 5417.6 5411.14 5419.2 5413.14 5420.8 5415.34 73 5416.53 5425,1 8 T N m . F a _r m m▪ 8 0 -n 71 5424.0 5417.71 5425.6 5418.90 5427.2 5420.09 5428.0 5421.27 5430.3 5422.63 5431.2 5423.13 5432.0 5423.83 5431.8 5424.34 5431.6 5424.55 `0TH ERIN E1-5410.27 INV. 94-5403.13 INV. 0UT-5402.43 ;11311-0 RW W 6 E554 4 V. 86.5415.315. 8 WV. 00.5415,14 2 H 01 0 LOT 31 LOT --(60 O W sn CO r O , O + sx r 8 t 6 O 15N..- . O �1, r Bd 4- 6 0 RIM EL -5430.30 "\•_ -1 NV. IN -5422.61 049. OUT -5422.41 €+96 '._`RIMRIli EL -5431.96 INV. 1N-5423.79 INV. WT- 5427.59 RN -5 WV. OUT -5424.55 HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE P AVENUE,061156945-8CL76ENAX(970)WOOD 03 81602 945-2555 14 WVE114E88 DRIVE EAST. 131E D-136, ENGLEWOOD, CO 90112 64104E (303) 925-0544 FAX (303) 925-0547 0 �JA • T I- ‘',.; \�.\ ' R O 1 0 i . \ DES. SMD NO. DATE REVISION BY DR. SAID CK. DRC DATE 05-31-03 FILE: PP -SS CALL U1LRY NMiV81A30N c8A810 OCLORAM0 1-800-922-1987 w 534-6700 CALL 2 -Maar MATO N AWANCE .9b! YOU 0101 M11AME, CN 600AVATE Poe T! W18110 OP WOW 14.081 WIL44E9 JI J:VSDSKPROJ\202\1056\dwg\PP-SS.dwg, 6/2/2003 3:40:20 PM, smd 9 F, A 12 it r- 111 m v 2 9 2 2 539 08 9 Z m 9, a Z 0 rT 2 1N„_ y NRMA L-5410.27 1V. 1N-5403.13 31,1V. 097.5402.93 ram-, RIM EL.5401.54 INV. 95.5394.55 WV OUT -5394.35 STA 34.92 RIM EL -5399.79 INV. N-5393.00 INV. OUT -5392.80 8 8 RIM EL -5399.78 INV. IN -5393.00 INV. OUT -5392.80 RIM EL -5397.63 INV. IN.5391.25(M') INV. IN -5391.25(5) INV. OUT -5391.05 n 311 0 n 0 20 ifi? yr< -J Z m 22 Mm Ag s 0 (r4 ;.s g� c. 13 , SS • , , • 2/ 7 0 ,•._•'tom ./ / ................. r\' . N; , Z .._.. \ I 1` \ / \1 c E O o b1 ~ 8 0 GARTER. LLC GARFIELD COUNTY, COLORA00 VALLEY VIEW VILLAGE, PUD CLIFF VIEW LANE and GREGORY LANE SEWER UNE PLAN + PROFILE HIGH COUNTRY ENGINEERING, INC. 1577 BAKE AVEMIE, STEM OL84AV000 SPRNDB, CO 93902 PHONE (970) 945-9676 FAX (970) 945-2965 14 INVEFNESS DAVE EAST, 81E D-136, ENGLEWOOD. CO 80112 PHONE (303) 925-0644 FAX (303) 925-0547 DES. SMD DR. SMD NO. DATE REVISION BY CK. DRC DATE 5-31-03 FILE, PP—SS CALL MOP' NDlnlAcON CE10191 OF COLorMDO 1-800-922-1987 534-6700 "� CALL EVIUMENV DAA N AWANce serene Y0U OP MADE OE EXCAVATE POV TIE MAPRN0 a UIOB1OIolro 1419.4101 MUM!. J:\SDSKPROJ\202\1056\dwg\PP-SS.dwg, 6/2/2003 3:42:53 PM, smd 8 8 5394.4 8 8 8 8 to 3 f 1 1 m m v 5366.53 5395.9 5387.04 5397.2 5387.56 9 653216 5396.5 5388.78 5397.7 5391.17 5400.2 5393.58 5403.2 5395.99 5406.2 5398.40 5409.2 5400.81 5412.0 5403.27 5414.0 5405.52 5416.2 5407.77 5418.2 5410.02 5420.5 5420.8 5412.27 5412.50 DARTER. LLC GARFIELD COUNTY, COLORADO VALLEY VIEW VILLAGE, PUD ANGELICA CIRCLE SEWER UNE PLAN + PROFLE 8 M0 RIEL-5-5 384.41 INV. I9-5386.53 INV. IN -9386.56 INV. 097.5386.36 STA 1+11 RIM 0.-5387q'97 1 INV. 91-5383.67 MV. 01.17445387.67 • ;HI1 Fy 5 ...}. ST55MMA 2+D NRN EL -53901 INK 067.2368. 61 STA IIP914 EL -5-5 401..25 INV. IN -5401.25 111V. OUT:45401.05 i • r11,05 RIM F1-5420.76 911. 0UT-5412.50 ,1 19 8 4 6 UNITS no - ti. • 4P ) / HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENGE, STE 10) (Y.EN1V000 MINO9, CO 81602 61409E (970) 945-8878 FAX (970) 945-2556 14 HVEiil8 DRIVE EAST, 81E D-0913, ENOLEWOOD, CO 80112 682901 (309) 9250644 FAX (303) 925-0547 DES. SMD 140. DATE REVISION BY au- 1-800-922-1987 4w 534-6700 CALL TM 01. D08�AVATE PM Til MMIRp OR UNDINICFf0U) IMAM MUMS 09. SND CK. DRC DATE 5-31-03 FILE: PP -SS JJ v, D — m =9N 0 om 1 <T34, D • aa> + o;$ 0) Q.90 or1 00+91. Ol zm� m6 GN3 01 00+91. V 09+9 01 �md ;<mm :4434 0 rn O O 4g� el < r g9 3p m$ m � • o0 < 1;--M D �? o 0 0 + DARTER, LLC GARFIELD COUNTY, COLORADO VALLEY VIEW VILLAGE, PUD ROAD CROSS-SECTION DETAIL SHEET 0 m C N� r- 40m Z 14 14 m =R§ N O Egg (/) omF (0 R�"s -1 0Er 0 Z $14 >a 6a Arlo-lH ,os HIGH COUNTRY ENGINEERING, INC. 1517 BLARE AVENUE. STE IDL GLENWOOD SPR440S, CO 81602 PHONE (970) 945-8878 FAX (970) 945-2555 14 M'6NES$ DRIVE EAST, STE D-138, ENCLEW000, CO 80112 PHONE (303) 925-0544 FAX (300) 925.0547 >• "A .20 Nnp SSV 1 _ 4; D 1_ r2 O r D 0 gra (n oma •pq 9>S q gfr 85 A � of DES. DJW m b n r m m0 T8- > 14 3D nig og OF 70 o Aon D 91$ 0 8$I? $fir 0 o o vp Z „ 14 A NO. DATE REVISION BY DR. DJW CK. 5/31/03 PLAN UPDATES DJW DATE 5/31/03 FILE: DET -01 CAL rmnv r+or..-Anw cartER op 001 0rVDO 1-800-922-1987 534-6700 ",:= MERCY!YOU 044 &nee 00 ...CAVA,.� ronMiC UNORROIRCRACP milmerima, 1$ DIAD. )! LARGER FIGURE 3 ROC( EXCAVATION FIGURE 4 UNSTABLE SUBGRADE CONDITION P 10 11/2' 90e UA0E SOME. MOON caN u7L TIC r Rab FIGURES SUB DRAIN NOMINAL MAX TRENCH WSD11I AT DIAMETER A PONT 12' ABOVE PIPE 3r & SMALLER B - 8a, + 16' 36'k LARGER 8- B.,+30' NOTES: 1. BELL HOLES SHALL BE EXCAVATED AT ALL BELL & SPIGOT JOINTS. CLASS "B" BEDDING REQUIREMENTS WATER, STORM OR SANITARY SEWER MAIN (TYPICAL REQUIREMENTS) N.T.S. 3' FINISH GRADE 4'04' DECAY -RESISTANT POST LOCATED DIRECTLY OYER P1110, PAINTED GREEN 3' FULL BODY WYE FOR NEW CONSTRUCTION WYE SADDLE FOR COSTING SEWER MAIN MIN. GRADE 2X (1/4' PER F001) 45' BEND STAINLESS 57001. STRAPS FOR SADDLES (2 EACH SADDLE) TRACER WIRE REMOVABLE STOPPER NOTE: 1. WHEN MAIN 15 AT EXCESSIVE DEPTH (>15') SERVICE MAY CONTINUE UP AT 45' TO MIN. DEPTH OF 9' THEN CONTINUE AT ALLOWABLE SLOPE TO DWELLING UNIT. 2. MATERIAL BENEATH WYE TO BE HAND COMPACTED. 3. TRACER WIRE SHALL 8E INSTALLED WITH ALL SERVICES. 4. 4'1, SERVICES SHALL BE INSTALLED FOR ALL SINGLE FAMILY RESIDENTIAL LOTS. SEWER LINE CONNECTION AT SEWER MAIN SFWFR MATFR IALS • I. PIPE A. POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS (GRAVITY MAIN) PVC PIPE THROUGH 15' DIAMETER. 1. MATERIAL REFERENCE STANDARD - ASTM D1784 2. PIPE REFERENCE STANDARD - ASTM D3034 3. CLASS - SDR35 4. MARKINGS - MANUFACTURER'S NAME, NOMINAL SIZE, PVC CLASSIFICATION, TYPE PSM, SDR35, PVC GRAVITY SEWER PIPE, ASTM D3034 AND CODE NUMBER. B. FITTINGS 1. TYPE - PVC PUSH -JOINT OR MECHANICAL JOINT 2. MATERIALS - ASTM 01784 3. REFERENCE STANDARD - ASTM D3034 OR ASTM F679 C. JOINTS 1. TYPE - PUSH -ON RUBBER GASKET 2. GASKET REFERENCE STANDARD - ASTM F477 II. SEWER SERVICE LINE MATERIALS A. WYES - REQUIRED FOR ALL NEW SEWER LINE CONSTRUCTION. 1. MATERIAL - ASTM D3034 PVC 2. STRENGTH - FOR USE WITH SDR35 3. JOINT - SLIP-ON RUBBER GASKET B. SADDLES (REQUIRED FOR TAPPING EXISTING MAINS). 1. MATERIAL - ASTM D3034 PVC 2. JOINT - RUBBER SEAL TO MAIN WITH STAINLESS STEEL COMPRESSION BANDS. SLIP-ON SERVICE JOINT WITH RUBBER GASKET. PROVIDE 15 CONTNOIS BARS AT FOUR CORNERS 94 TIES O 16' 0.C. ALL -THREAD R00 (EACH SIDE) 0 RE0'D FOR TES TO BENDS 2' CLEAR SEWER NAN CONCRETE PLACED COMPACTED SOL BACKFILL OVER MAIN TWO SIDES OF ENCASEMENT TO 8E FORMED CONTINUOUSLY NOTE AU. SANITARY SEVER SHALL BE ENCASED 15 -FEET EACH SIDES OF ALL PIPE JOINTS WHEREVER THE HORIZONTAL SEPARATION BETWEEN THE DOMESTIC WATER AND SANITARY SEWER MAINS IS LESS THAN 10 -FEET OR WHERE THE WATER MAIN IS NOT AT LEAST 18 -INCHES ABOVE THE SEWER MAIN. CONCRETE ENCASEMENT FOR SEWER MAIN N.T.S. NOTES: 1. THE LOCATIONS OF UNDERGROUND UTILITIES HAYS BEEN PLOTTED BASED UPON UTILITY MAPS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE U1IUTIES, A5 SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS, AND SOME LOCATIONS ARE 09090104. IT I5 THE RESPON5181UTY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCAT000 OF U1IUTIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION TO BE PER CURRENT GARFIEL0 COUNTY ANO SPECIFICATIONS. 3. ALL UTILITIES, BOTH UNDERGROUND OR OYERHEA0, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND UABLE FOR ANY DAMAGES T0, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 4. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE STREET RIGHT-OF-WAY. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. 5. ANY DAMAGE TO PRIVATE PROPERTY BY 1110 CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER OR THE PROMONTORY AT GRAHAM MESA OWNER WILL BE THE RESPONSIBIUTY OF THE CONTRACTOR. B. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS. 7. WATERLINE BENDS TO BE INSTALLED BY CONTRACTOR AS NECESSARY. CHANGE IN PIPE SIZE JUNCTION MH AUGNMENT CHANGE SHAPED INVERTS RECESS MANHOLE LID 1/5' TO 1/4' BELOW FINISH GRADE 24' OPEMNG IN TOP (ORIENT OVER BENCH) TYPICAL INVERTS 90905 'SANITARY SEWER' ON COVER 24'CJ. M.H. RING It COVER DENVER HEAVY OR EGUAL RUBBER 0 -RING OR 400080E MANHOLE SEAL, GROUT SEAL NOT 0LLOWED 3 RONFORCED CONCRETE GRADE RINGS (MIN.) WITH 6' WNL CAST IRON OR AL0N. 802491E 51EP1 POSITION OVER SHELF IN VERTICAL UNE AT 15' we. MAX. ECCENTRIC CONE REINFORCEMENT (ASTM -C 478) FLEXIBLE PLASTIC SEALING COMPOUND (RAM -NIX) AT ALL JCMTS CONCRETE ORTOR CONCRETE BASE CAST IN PLACE (3000 PSI MIN.) INVERT ELEV. ➢UI SHOWN ON PROFILE SECTION PIPE 1.0. MANHOLE I.D. 10' k SMALLER 21' TO 36' NOTES: 1. MANHOLE BARREL MINIMUM DIAMETER SHALL CONFORM TO TABLE- 2. ABLE2. SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE DONE BY FORMING OR SHAPING 11TH CEMENT MORTOR. 3. THE MANHOLE STEPS SHALJ. BE SIMILAR AND EWA. ID ALCOA ALUMINUM CO. N0. 126538. 4. PRECAST SECTIONS TO CONFORM TO A51M C-478. 5. PIPE GASKET REWIRED AT MANHOLE WALL 6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 7. COMPLETED MANHOLE INSIDE WALL SURFACE TO BE SEALED WTI A THOROSEAL COMPOUND. ALSO 1HORO5EAL OUTSIDE WALL 114 WET \ CONDITIONS. ` BASE REBAR- 94 0 12' 00 EACH WAY, 3' CLEAR FROM TYPICAL MANHOLE SECTION GROUND TYPICAL MANHOLE DETAIL N.T.S. 3'-0' MOUNTABLE CURB k GUTTER 11.0' LANE 25 SLOPE 40' 50 ACCESS AND UTILITY EASEMENT £ 3'-0• MOUNTABLE CURB 11.0' LANE CUTTER 25 SLOPE //////////////////////////////////// GENERAL NOTES SEPARATION OF WATER AND SEWER MAINS 1. PARALLEL INSTALLATION: A. )5)R4AL r1Nn1TInN9-4AHENEVER POSSIBLE, MAINS SHALL BE LAID A MINIMUM OF TEN FEET HORIZONTALLY FROM ANY SANITARY SEWER, STORM SEWER OR SEWER MANHOLE. THE DISTANCE SHOULD BE MEASURED EDGE OF PIPE TO EDGE OF PIPE. B SPFCIAL C1Nn1T1nNS.--WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF TEN FEET, A WATER WIN MAY 8E LAID CLOSER TO STORM OR SANITARY SEWER PROVIDED THAT: 1) IT IS LAID IN A SEPARATE TRENCH. 2) THE ELEVATION OF THE CROWN OF THE SEWER IS AT LEAST 10 INCHES BELOW THE INVERT OF THE WATER MAIN. 511014 SEPARATION SHOULD BE OF UNDISTURBED OR COMPACTED EARTH. 3) WHERE THIS VERTICAL SEPARATION CANNOT BE OBTAINED, THE SEWER SHOULD BE CONSTRUCTED OF MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION. 2. CROSS I NOS: A. NORMAL CONDITION4-WHENEVER POSSIBLE. WATER MAINS CROSSING OVER HOUSE SEWERS. 5T0RM SEWERS, OR SANITARY SEWERS SHALL BE UID TO PROVIDE A SEPARATION OF AT LEAST 16 INCHES BETWEEN THE INVERT OF THE PRESSURE WATER MAIN AND THE CROAK OF THE SEWER. 9 SPFCIAI CN1ITI1NR_A1IEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION AS DESCRIBED ABOVE, THE FOLLOWING CONSTRUCTION SHALL BE USED: 1) SEWER PASSING OVER OR LESS THAN 18 /HONES UNDER WATER MAINS SHALL BE CONSTRUCTED OR MODIFIED USING ONE OF THE FOLLOWING METHODS: a) ONE LENGTH OF PIPE AT LEAST 20 FEET LONG CENTERED OVER OR UNDER PEWTER MAIN. JOINTS BETWEEN THE SEWER PIPE AND THE SPECIAL PIPE. AS DEFINED BELOW, SHALL BE ENCASED IN A CONCRETE COLLAR AT LEAST 6 INCHES THICK AND EXTENDING AT LEASER INCHES EITHER SIDE OF THE JOINT OR. b) C-900 OR DIP W/EPDXY COATING SEWER PIPE WITH REINFORCED CONCRETE ENCASEMENT. ENCASEMENT SHOULD BE AT LEAST 6 INCHES THICK AND EXTEND A DISTANCE OF 10 FEET ON BOTH SIDES OF THE WATER WAIN. 2) WATER MAINS PASSING UNDER SEWERS SHOULD. IN ADDITION, BE PROTECTED BY PROVIDING: a) A VERTICAL SEPARATION OF AT LEAST 16 INCHES BETWEEN THE INVERT OF THE SEWER AND THE GROAN OF THE WATER LAIN. b) ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING ON AND BREAKING THE WATER MAINS. 3. EXISTING PIPE: A TO BE ABANnONFD IN PI AGF -SANITARY SEWER MAIN 15 TO BE ABANDONED IN PLACE. WHERE CONFLICTING WITH PROPOSED SANITARY SEWER MAIN THE EXISTING WILL BE REMOVED (10) FEET IN BOTH DIRECTION FROM POINT OF CONFLICT. 20.0' PARKING SPACE IMMOSAY: EXISTING XCEL GAS MAIN DEEP) 14' %ROPOSEO WATER MAI DEEP) 6' RIBBON CURB W7.5' >18' OF VERTICAL SEPERATON 4' SHALLOW UTILITIES TO 2'-0' DEEP) PROPOSED SEWER MAIN DEETYPICAL UTILITY CROSS SECTION IN ANGELICA CIRCLE © STA:( -r 7+00 N.T.S. LS 15' (TVP.) S 5 RIGHT-OF-WAY 5' (TVP.) 11 6 SINGLE WATER SERVICE fSEI SERMCE 55 SEWER MAIN • WATER'MAIN TYPICAL UTILITY SERVICE LOCATION NTS. 3 0 O fn 5 W C c 0 n N 3 O M1 0 3 O 0 U 80 0 PROJECT NO. 2021056.00 SHEET 28 11 NOTES: 1. USE CONCRETE THRUST BLOCKS k ANCHOR BL00K FOR PLASTIC PIPE, (NO DE ROOS). 2 FOR CAST IRON PIPE USE ETHER 11E RODS OR CONCRETE BLOCKS. 3. ANCHOR BLOCK W0GHT5 ARO 110 R00 9ZE & L4216111 BASED ON 200 P9 PRESSURE k 4-1/2 FT. OF COVER WHERE WORKING PRESSURE EXCEEDS ABO9, A4QHOR0 TO 8E SPECIAL CONSTRUCTION. 4. 9004-100 MAY BE USED PER MANUFACTURERS MORDENTS M PLACE OF 11E R005 UPON APPROVAL OF ENGINEER 45' BEND CLEARANCE C A,I lit VII 110 ROOS WHERE APPLIES. MIN. 2-46 REBARS ASPHALT COATED STRAPS 11E ROOS MERE APPUES. MIN. 2 REO'D • ONE PIPE LENGTH (916.) ANCHOR BLOCK (THRUST UPWARD SEE TABLE FOR SIZE) EXTEND BLOCK NTD SIDE Of TRENCH. 11E DOWN RODS MIN. 2-46 THRUST BLOCK (SEE CHART FOR BEARING AREAS) PIPE. MIN WEIGHT OF ANCHOR BLOCK SIZE 90' BEND 45' BEND 22+' BEND 2' 1504 1504 1504 3' 8004 4504 1504 4' 15904 9004 4504 6' 60404 23604 6604 8' 12,2804 57404 19604 NOM WEIGHT OF CONCRETE EQUALS 1504/CU. FT. 45' 8040 TIE R005 PIPE SIZE BEND R00 DIA. MIN. LENGTH OF ROD' 4" 90' 25} 3/4' 3/4' 3/4' 22' 7' 2' 6' 9P 22451". 3/4' 3/4' 3/4' 35' 13. 6' 22 Z 1' 3/4' 3/4' 49. 14' 12' 90' 22}' 11/4' 3/4' 2/4' 78' 22' ACTUAL LENGTH OF ROD TO BE SUCH •THAT STRAP CAN BE PLACED BEYOND FIRST COLLAR OR HUB AT OR BEYOND THE MINIMUM LENGTH SHOWN. VERTICAL BEND ANCHOR DETAIL, N.T.S. PROMOS BOND BREAKER AT A11. FITTINGS. BENDS & ELBOWS MEGA -LUGS SHALL BE USED IN CONJUCTION WITH ALL THRUST BLOCKS. DEAD END UNE 1°r AREA FOR FUTURE CONNECTION ROD PLUG TO FITTING. SEE TABLE NOTE: WHERE REDUCER 15 USED, R00 BACK TO TEE D =Il.11161is AIL PLUGGED TEE FOR FUTURE CONNECTION GATE VALVE ALL THRUST BLOCKS SHALL 80 POURED AGAINST UN0I51 8005 5041 WHERE TH15 IS NOT 60551BLE, TE R00 SHALL BE USED. TYPICAL SECTION THRU THRUST BLOCK 994941.94 THRUST BLOCK BEARING AREAS N SQUARE FEET PIPE SIZE 90' BEND 45' BEND 22 1/2' BEND TEE PLUG GATE VALVES NOTES 12' 16.0 9.7 4.4 11.3 7,3 SOL BEARING PRESSURE I5 ASSUMED TO 8E 3000 P.S.F. 10' 11.1 6.0 3.1 7.8 4.5 WHERE SOIL BEARING VARIES FROM ABOVE, REWIRED BLOCK AREA MAY BE MODIFIED ACCORDINGLY, N NO CASE SHALL BEARINGS AREA BE LESS THAN 20 FT 50. STANDARD TEST PRESSURE 15 6" 7.1 3.9 2.0 6.0 2.4 6' 4.0 2.2 2.0 2.8 0.7 CON9DERE0 AT 200 P.S.I. 4' 2.0 2.0 2.0 2.0 0.5 CONCRETE STRENGTH TO BE 3,000 P.SI., 28 DAY 7051. 99414,4W4 400HT OF THRUST BLOCKS SHALL BE 3' 2.0 2.0 2.0 2.0 OS ALL VALUES SHOULD BE VERIFIED WITH THE BATTLEMENT MESA IETROPWTAN DISTRICT RULES AND REGULA00445. THRUST BLOCKS FOR WATER MAIN N.T.S. NOTES 1. PAVEMENT REPLACEMENT SHALL MEET EXISTING TNICKNF0FS AND KIND WITH 1110 FOLLOWANC IAMMUMS: ASPHALT SURFACING = 3' MIN, AGGREGATE BASE COURSE - 9' MIN. 2. IF WATER MAN IS NOT UNDER ROAD SURFACE, REPLACE TCP ONE FOOT OF 1RENQ1 'MIN TOP5OIL AND REVEGETAIE 3. ALL WATERUNE PIPING SHALL BE CLASS 200, 0900 PVC VARIES 12' MP.) ri F 00511NG ASPHALT TO BE 5AWOUT (1YP.) --I Be + 10' I - DEPTH OF ASPHALT k BASE COURSE 0019NE0 IS 16 ATRENCH WALLS FOR SAFETY Y PER CURRENT OSHA k COSH MORDENTS SELECT MATERIAL COMPACTED TO 955 IF LOCATED N ROADWAY EASEMENT. COMPACTED TO 90X 9' LOCATED N OTHER EASEMENTS, LOTS OR SPACE, CLASS 6 AGGRE- GATE BASE COURSE WILL BE RE0'13. 0' THE ENGINEER DETERMINE THAT THERE IS 440 SUITABLE SELECT MATERIAL ON- STE. TRENCH S18 -GRADE MUST BE COMPACTED TO 955 STANDARD PROCTOR. TRENCH CROSS SECTION N.T.S. CURB STOP VALVE BOX AND 110909 THRUST BLOCK FINISH GRADE 2' GALVANIZED COUPLING Iii 2' GALVANIZED PIPE 2 W YO OF GRAVEL TWO 1/4'0 DRILL HOLES GO' BEND NON- METAUC INSULATED COUPLING COMPLETE BOX t ASS0M8LY. ARCH PATTERN YATH FOOT PIECE 1' CURB STOP PROVIDE GOOSENECK FOR EXPANSION k CONTRACTOR 110RP0RAT014 510P ALL BRASS STRAP t SADDLE 1' TYPE 'K' COPPER TUBING (CONTINUOUS) ELEVATION BLOWOFF DETAIL N.T.S. 12' PIPE k SMALLER PLUG RECESS TOP OF VALVE BOX 1/8' TO 1/4' BELOW FINISH GRADE WORD 'WATER' ON COVET. ADJUSTABLE C.I. VALVE - BOX 5' BARREL 2' 5OUARE NUT 2' COMPRESSOR MATERIAL TO PREVENT ROADWAY SHOCK FROM BEING TRANSMITTED TO VALVE. MAIN UNE GATE VALVES TO HAW JOINTS SAME AS WATER MAIN OR AS SPECIFIED FOR MAIN UNE FITTINGS PWYETHYLENE WRAP REWIRED ON ALL METAL COMPONENTS. GATE VALVE DETAIL N.T.S. TRAFFIC FIANCE ORIENT PUMPER CONNECTION TOWARDS STREET UNLESS OTHERWISE SPECIFIED. NOTES 1. ALL JOINTS FROM MAIN TO HYDRANT SHALL BE HARNESSED MECHANICAL JOINTS OR FLANGED JOINTS - HYDRANT, VALVE & FITTINGS TO 80 250 PS RATED. POLYETHYLENE WRAP SHALL COVER ALL METAL COMPONENTS. ALL HYDRANT LEAD PIPING TO 8E CLASS 200, C900 PVC NOZZLE CAPS W/NUT IDENTICAL TO OPERATING NUT. ONLY MUELLER OR KENNEDY FIRE HYDRANTS SHALL BE USED. TRACER IRE SHALL EXTEND UP FIRE HYDRANT AND ALL VALVES ALL HYDRANTS HAVE A SINGLE 4-1/2' OUTLET AND TWO 2-1/2' OUTLETS, WITH 1HE 4-1/2' OUTLET FACING THE STREET. RECESS TOP OF VALVE BOX 1/4' BELOW FINISHED GRADE a 4. 5. 6. 7. 8. 4 3000 PS CONCRETE THRUST BLOCK AND BOND BREAKER AT FTTTNG ADJUSTABLE VALVE BOX AU2LIARY GATE VALVE (NORMALLY OPEN) 6' FL x MJ GATE VALVE 1/2 CU. YD. GRAVEL DRAIN MATERIAL SET HYDRANT ON 8"4 18'N 24' CONCRETE OR STONE SLAB PROVIDE A MINIMUM OF (3)-3/4'0 11E 9005, ASPHALT COATED 0R MEG -A -LUGS A5 REWIRED BY ENGINEER MJ X MJ X GED TEE (054110. WHEN APPROVED BY ENGINEER) SET VALVE ON 8'. 6"X 16' CONCRETE OR STONE SLAB FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL 6' 51EEL P05T 3' 480' OR0UN0, PAINTED BLUE LOCATE NEW CURB BOX 12' ON STREET SIDE OF PROPERTY LINE FINISH GRADE ELEVATI CURB STOP ADJUSTABLE BOX ARCH PATTERN W/FOOTPIECE ORPCRA710N STOP PROVIDE GOOSENECK FOR EXPAN90N t CONTRACTION N'0 TYPE "K' TUBING (CONTINUOUS) OR 2-5'44 C900 CLASS 200 PVC A5 5140601 8 ALL BRASS STRAP k SADDLE WATER MAN FL X FL CURB STOP t COUPLING OR 2-Y! GATE VALVE CLASS 250 SERVICE LINE EXTENSION TO HOUSE 01 EXTENSION METER k VAULT, METER INSTALLATION BY OTHERS. USE DIELECTRIC LIMON IF GALVANIZED IRON PIPE SET CURB STOP ON MASONRY SUPPORT NOTE 1. NO WATER 5ERMCE TAPS SHALL BE LOCATED WITHIN 4.0 FEET OF ANY WATER MAIN FITTING. 2. POLYETHYLENE WRAP REQUIRED ON ALL METAL COMPONENTS. 3. ALL SERVICE FROM THE MAN TO THE CURB STOP SHALL BE ONE PIECE WATER SERVICE CONNECTION DETAIL N.T.S. WATER MATERIALS' I. DUCTILE IRON PIPE AND FITTINGS A. DUCTILE IRON PIPE B. 1. REFERENCE STANDARD - ANSI 21.51/ANNA C151-86 2. THICKNESS CLASS - 52 3. PIPE JOINTS SHALL BE PUSH ON JOINTS. EXCEPT WHERE SPECIFICALLY SHOWN OR DETAILED OTHERWISE. FITTINGS 1. TYPE - ALL FITTINGS SHALL BE MECHANICAL JOINT, EXCEPT WHERE SPECIFICALLY SHOWN OR DETAILED OTHERWISE. 2. REFERENCE STANDARD - ANSI/AWWA C153 FOR FLANGED, MECHANICAL JOINT COMPACT" AND PUSH -0N JOINTS. 3. MATERIAL - DUCTILE IRON 4. PRESSURE RATING - 350 PSI C. JOINTS 1. MECHANICAL, REFERENCE STANDARD - ANSI A. 21.11/AIWA C111-72 2. PUSH -ON, REFERENCE STANDARD - ANSI A 21.11/AVMA C111-72 3. FLANGED, REFERENCE STANDARD - ANSI 8 16.1, CLASS 125 D. GASKETS 1. TYPE - RUBBER -RING GASKET SHALL BE SUITABLE FOR THE SPECIFIED PIPE SIZES AND PRESSURE 2. REFERENCE STANDARD - ANNA C -11t 3. LUBRICANT - A NON-TOXIC VEGETABLE SOAP LUBRICANT SHALL BE SUPPLIED WITH THE PIPE E. PROTECTIVE COATING F. PROTECTIVE LINING 1. TYPE - CEMENT MORTAR 2. REFERENCE STANDARD - ANSI A 21,4/AWMIA 0104.85 3. THICKNESS - STANDARD 2. GASKET REFERENCE STANDARD - ANNA C-111. II. POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS. A. PVC PIPE 1. MATERIALS - ASTM D1784. TYPE 1, GRADE 1, PVC 1120, STRESS. 2. REFERENCE STANDARD - AWWA C-900. 3. CLASS - 200 (DR -14), ALL SIZES. 4. MARKINGS - MANUFACTURER'S NAME, NOMINAL SIZE, CLASS PVC 1120, NSF LOGO, IDENTIFICATION CODE. 5. SPECIALTIES - ELECTRIC TRACING WIRE. 14 GAUGE SOLID WIRE. 6. SIZE - SHALL CONFORM TO OUTSIDE DIAMETER OF DIP. B. FITTINGS 1. TYPE - ALL FITTINGS SHALL 8E MECHANICAL JOINT SPECIFICALLY SHOWN OR DETAILED OTHERWISE. 2. REFERENCE STANDARD - ANSI/AIWA C -110/A.21.10. 3. PRESSURE RATING - 250 PSI. 4. GASKET REFERENCE STANDARD - AIWA C-111. 1. UNDERGROUND SERVICE - MANUFACTURER'S STANDARD BITUMINOUS COATING - MINIMUM 1 MIL THICKNESS. 2. POLYETHYLENE FILM ENVELOPE - POLYETHYLENE ENCASEMENT SHALL CONFORM TO AIWA C-105-88 OR ANSI A.21.5. FILM SHALL 8E CLASS C WITH A NOMINAL THICKNESS OF 8 MILS. TAPE FOR SECURING THE FILM SHALL HAVE A MINIMUM THICKNESS OF 8 MILS AND A MINIMUM WIDTH OF 1 INCH. THE POLYETHYLENE FILM SHALL BE FREE OF STREAKS, PINHOLES, TEARS OR BLISTERS. C. JOINTS 1. PUSH -ON RUBBER GASKET. 2. GASKET REFERENCE STANDARD - AWNA C-111. 2000 PSI DESIGN PRESSURE RATING, COPPER INSULATED EXCEPT WHERE MANHOLE STEPS O ,. O.C. _I. a�'pi.o��- P.!1!�ii►•iii® ��ii►•ii ii Nook" �ILii&AMMEMIMML I�PROADE 10 OA OPENING FOR PPE INSTALL 2' COMBINATION VALVE ON LOW PRESSURE SDE. BRACE AS NECE55ARY. 2' CORP. STOP W/ ALL BRASS SADDLE (2 REQUIRED) 6' PILOT OPERATED GLOBE PRESSURE REDUCING VALVE. BAIIY MODEL 400 OR APPROVED EQUIVALENT 6' 0' PRESSURE REDUCING VALVE - VAULT PLAN N.T.S. 44. 0 18' 0.C. BOTH DIRECTIONS, ALL WALLS ROOF AND FLOOR CAST IRON M.H. RING k LID MATCH TO FINISH GRADE ECCENTRIC CONE W/S1EP5 UFTING RING CENTERED ON VAULT UD PROVIDE 1/4' TAP AND 250 PSI PRESSURE GAUGE (10 P9 INCREMENTS) BOTH SIDE PRECAST CONCRETE VAULT MANUFACTURED W/4000 P9 CONCRETE P.R.V. VAULT SECTION GRNNEL PIPE SUPPORT, 4258 MINOR APPROvED 06 22 SUPPO ESWAL N.T.S. m O a Q 40 0 0 0 3 a O U n to 40 0 0 0 Gi LL PROJECT NO. 2021056.00 SHEET 29 73' CLA ALL AROUND INCLUDI NG RING 4'-�I »s! • F_ . 0' RER FORCE W//4'. ,Jtlt, 1D AROUND EACH PIPE. ! obi Q \n -112•r 3E1* 18' 1 71 . - A117 /7 ommen REINFORCED 1007ER w/ /41 0 12 0.C. BOTHWAYS HEADWALL DETAIL TWO 48" CMP 12' P550 COMPOSITE TURF REINFORCEMENT MAT P550 COMPOSITE TURF REINFORCEMENT MAT EARTH 5 � 5 r r r r r r r r r r r r - r r r r . r r r r r r r r r r r r . r r r r FLOW. r r r r r r r r r r r r r r r r r r r r r .-r . r r r r - r r r r r r r • r_; r r , 22' • —C r ✓ r • r r 0' •---� r 'r .... 2-.., r r r r '-.,- . r r — rr �ti-__.•.1 4' I( - 22' i FLOW FROM CULVERTS PLAN VIEW 18' GROUTED RIPRAP PROFILE VIEW LOW TAILWATER RIPRAP BASIN N.T.S. 18" GROUTED RIPRAP FLOW FROM CULVERTS STAND PIPE 014800TER SIZE . 30' STAND PIPE HOLE DIAMETER . 2.0' RON SPACING . 8.5' NUMBER OF 8085. 4 NUMBER OF COLUMNS . 8 PIPE LENGTH BETWEEN HOLES . 8.76' ORIFICE FLOW ALLOWED . 5.81 08. ORIFICE PLATE DIAMETER = 9.5' MAXIMUM EMERGENCY WEIR FLOW . 6.25 01. MAXIMU.1 ALLOWABLE FLOW . 12.16 ci. HONEYCOMB GRATE ORIFICE PLATE MAXIMUM WATER LEVEL 5348.8' POND OUTFLOW CONTROL DETAIL 30'0 CLQ RISER BOTTOM OF POND EL.5348.0' EARTHEN OEIEN1108 8 CONSTRUCTED OF ON-SITE SELECT MATERIAL COMPACTED IN 8' LIFTS TO .SR PROCTER B STNTH0115 INDUSIR PIRNAAT MA7REX 42' EV=5. . • 1 EARTHEN BER SYNTHETIC INDUSTRIES PYRAMAT MATRIX SYNTHETIC INDUSTRIE PYRAMAT MATRIX EARTHEN BERM ELEV-5354.0' 1 BOTTOM OF POND ELEV=5345.0' WEIR OVERFLOW CONTROL DETAIL OPLACE AN0 STAKE EROSION BALES. HACKFEL MATERIAL (COMPACT 500. TO PREVENT PIPING) - STAKE (2' X 2' NOMYN) WEDGE LOOSE STRAW 8E114E04 8055 3 08.55 MUST BE 110H11Y *071010 *TH NO GAPS STAKE 4 ' IAN. EROSION BALE TRENCHING AND STAKING ('TYP) STAKES 2.42'x3' BALES EMBEDDED 4' TO B' CULVERT INLET m 0 5 01 W 0 0. 41 0 "Si!. 4, N z 0 W C7 3 0 0 U n 0 PROJECT NO. 2021056.00 SHEET 30 ly FINISHED BITUMINOUS PAVEMENT Z' TO 72" ABCAE EDGE OF GUTTER 4-0' 1/4'/FT. ANCHOR BAR WELDED TO L Nie ‘le V N. NOTE: STRIP TCPSOIL SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 8' TO 9510 PROCTOR DENSITY. 4' CLASS 6 AGGREGATE BASE COURSE COMPACTS) TO 6510 WEED BARRIER FABRIC STANDARD PROCTOR STRIP AU. TOPSOIL, SCARIFY AND RECOIAPACT SUBGRADE A MINIMUM OF 8' cepTH TO 6550 STANDARD PROCTOR. 4000 PSI STRENGTH CONCRETE BASE COURSE CONTINUED FROM MEET, 6' MINIMUM MOUNTABLE CURB W/SIDEWALK DETAIL V V * V • • . * V * . V . . t H . . 1111 BARRIER SPACING IN SMALL DRAINAGE CHANNELS 2on 19 ion 179 160 150 140 PROVIDE RADIUS IN 3 SECTIONS WITH TOOLED CONTRACTION JOINTS. v.v. DISTANCE VARIES RIGHT OF WAY TO RIGHT OF WAY 36.0' FLOWUNE TO FLOWUNE . . -41,915-M:1111 (36 -IN.) HIGH 6' 1/2' 2 3' 4' L 4' (SEE PLAN VIEW6-0.015 75/10) -6-300-MM (12-IN.)/NM I .... 6I0 -MM (24416.) 1556005 . : :- • - i t : • i 7 1 • . . . • Z . . . . ' i ''• ;- 4 : 40 30 ......... ..• t ..... imimpr r¢ra, ammt, alma = = = 0.9 LO 5.5 16 23 3 3.5 4.11 43 0.6 5.3 6.1 43 7.0 73 SLOPE OF CHANNEL (%) 1.0 PA 23 186 50 LIQIES 1. TRANSITION TO 571LLWAY/CHANNEL AS PER APPROVED PLANS. 2. A CENTER WALL SHALL BE INSTALLED IN SCUPPERS WIDER THAN 4' OR IF MORE TIAN 1 SCUPPER LS BUILT IN SERIE& 3. EXPANSION MINT SUER SHALL BE 1/2' BYTJMINOUS TYPE PREFORMED EXPANSION JOINT FILLER, A.S.T.1.1. 0-1751. CURB OPENING TO DRAINAGE WAY N.T.S• 9114.025 NI FEMME MIT IUDS 1110821124 - 36' OFFSET BETWEEN FLOW LINE OF CURB & GUTTER AND FLOWUNE OF CROSS PAN PREFORMED EXPANSION JOINT FILLER 18' LONG PRE -COATED SIAOOTH DOWEL BAR ENMENol SECTI0IA=8 0 70001 mom. smti le 71500 TYPICAL STAKING AND EROSION LOG APPLICATION CHAIR: RICHMOND INDIVIDUAL HIGH CHAIR OR EQUAL DOWEL CAP: DAYTON -SUPERIOR WELDED TYPE K-11 OR EQUAL DETAIL OF EXPANSION JOINT A . • .!t:ii/ oirlimmoic;" 0 :: 71011 6 SECTION D -Q EROSION LOG DETAIL DITCH INSTALLATION 6" [-CURB TRANSITION --iv PAID FOR AS CARTER SDEVINJ4 TRANSITION r FOR 12.1 RAN CURB AND GUIDER - PERMISSIBLE JOINT WITH EPDXY-COATED DEFORMED NO. 4 Efl' 18' BARS CONFORMING TO AASHTO 00 284 AT 18' SPACING. PAD FOR AS CONCRETE CURB RAMP TYPICAL HANDICAP RAMP SECTION VIEW RAMP AND WING SURFACES SHALL BE TEXTURED WITH A COARSE BROOMED FINISH MD SCORED A COARSE BROOMED FINISH AND SCORED WITH GROOVES e COMPACTED NUE ON-STE SILTY SWALE SHALL BE CONSTRUCTED AT CLAY MATERIAL A MINIMUM DEPTH OF 2 -FEET. TYPICAL DRAINAGE CHANNEL/SWALE SECTION CONCRETE CURB RAMP PAY AREA HANDICAP RAMP DETAIL N.T.S. (00 Ellasolt LOG SIAM orIO 464. 50016 CULVERT EROSION LOG INLET PROTECTION POURED Aorr y„ • to IA" IMIEROL AI7V‘A 2" . • • • 114S JOINT REQUIRED WHERE !MTH OF SLAB OCEEDS 15 FEET. TRANSVERSE CONIRACT1ON JOINT FOR CONCRETE PAVEMENT N.T.S. LEGELELIDILIADIL A - 1/8' - 7-1/2' O 1-1/2'-2' BASE COURSE CONTINUED FROM STREET STANDARD CURB & GUTTER NTS. En0.0010111552BL00 ALL AREAS DISTURBED DURING CONSTRUCTOR MILL BE REVEGETATEO ACCORDING TO THE FOLLOWING CRITERIA. DURING CONSTRUCTION, EROSION WHICH IAAY POSE A THREAT TO SURROUNDING PROPERTIES OR WATERWAYS VALL BE CONTAINED THROUGH THE USE OF TEMPORARY EROSION CONTROL MEASURES AS DEEMED NECESSARY TO COMPLY W1114 THE N.P.D.ES. REVEGETATION Of DISTURBED AREAS SHALL COMMENCE IN TIE FALL. PRIOR TO THE FIRST MAJOR SNOWFALL, OR EARLY SPRING IF SITE CONDITIONS ALLOW. 01051001 CONTROL MEASURES ARE ANAED AT CONTROLUNG/CONFINING SEDIMENT WITHIN OR NEM THE AREA OF DISIURBANCE. THE 10040 TERM STABIUTY OF THESE AREAS WILL DEPEND ON THE ESTABLISHMENT OF APPROPRIATE GROUND COVER WGETATION. TIE PRIMARY COAL Of THE REVEGETATON EFFORT IS TO PROTECT WATER CAPUT( WHICH MU_ REQUIRE A STURDY GROIJND COVER AS SOON AS POSSBLE FOLLOWING ARE STANDARDS WHICH HAVE SEEN ESTABUSHED FOR REVEGETATION APPUCATON TECHNIQUE& 1. AU. TOPSOIL SHALL BE SALVAGED FROM 0/5TURB02 AREAS. STOCKPILED AND RE -SPREAD PRIOR TO REVEGETATION. TOPSOIL SHOULD NOT BE RE -SPREAD ON AREAS Of THE STE PROPOSED FOR FUTURE BUILDING. THE FINISHED SO& SURFACE SHALL BE LEFT IN AN IRREGULAR, SCARIFIED CONDITION WHICH MAXIMIZES MOISTURE RETENTION ON THE SLOPE. 2. WHERE SLOPE ALLOWS, SEED SHALI_ BE DRILLED OR OTIERWISE MECHANICALLY INCORPORATED 0470 THE SOIL (*FARMED.). MERE STEEPNESS OF SLCPE RESTRICTS EQUIPMENT ACCESS, SEED SHALL BE HYDRAULICALLY APPUED AND FOLLOWED BY APPUCATICN 07 HYDRAULICALLY APPUED MULCH OR STRAW. STRAW MULCH SHAU_ BE SECURED 44 PLACE 111711 A HYDRAUUCALLY APPUED TACKIFIER. 3. SLOPES WITH GRADIENTS OF 211 OR STEEPER SHAIJ. BE HYDRAULICALLY SEEDED, STRAW MULCHED A445 PROTECTED BY PUGEMENT OF EROSION BLANKET (J)TE, EXCELSIOR OR SIMILAR ORGANIC PRODUCT), STRAW TACKWER IS NOT REQUIRED WHEN EROSION BLANKET IS USED, 4. THE EXPOSED SLOPE WOULD BE PREPARED WITH MINI BENCHES. TOPSON. WOULD THEN BE SPREAD OVER THE SLOPE, SEEDED AND COVERED MITI STRAW. EROSION CONTROL BLANKET WOULD THEN BE TACKED INTO TIE HILLSIDE COVERING ALL THE SEEDING. IF EXISTING MOISTURE CONDITIONS INDICATE THE REQUIREMENT FOR IRRIGATOR, THEN ISTHER DRIP IRRIGATION OR MINI -SPRAY IRR/GAIION WOULD 8E USED. 5. REVEGETATON WILL BE CONSIDERED SUCCESSFUL WHEN RAE CONTRACTOR HAS ESTABUSHED A DESIRABLE PERENNIAL VEGETATION (SEED M(K) BY THE END OF THE SECOND GROWING SEASON SUFFICIENT 144 COVER AND CAPABLE OF RENEVANG ITSELF TO ADVANCE TO THE ACCEPTABLE STAGE OF REVEGETATON AND THE DISTJRBED AREA IS CONSIDERED STABILIZED AND EROSON CONTROLLED. 57(1.47(7(0 4431410 GRASSES AGROPYRON SMITH!! AGROPYRON TRACHYCAULUM FESTUCA IDAHOENSIS FESTUCA RUBRA 0.001116 IA MACRANTHA ORYZOPSIS NYMENOIDES POA SANDBERG!! SITANION HYSTRIX STIPA VIRIDULA FORM ACHILLEA IANULOSA BALSAMORHIZA SAGITTATA LUPINUS ARGENTEUS SPHAERALCEA COCCINEA NATIVE SEM ml .CalhaLSIME WESTERN WHEATGRASS SLENDER WHEATGRASS IDAHO FESCUE RED FESCUE JUNEGRASS INDIAN RICEGRASS SANDBERG BLUEGRASS SOUIRRELTAIL GREEN NEEDLEGRASS WESTERN TARRON ARRONLEAF BALSMAROOT BLUE LUPINE SCARLET GLOBEMALLON VAR I FTE PLS LB/ACRE .2.FF.0 RATF ARR1BA PRIMAR JOSEPH 2 2 cAtemt LOOORM 2 1/8 1/4 1/4 1/4 NEW PAVEMENT WIDENING PLACED IN 2-2 !JETS 2010 LIFT PLACED OIER ROTO -MILLED EDGE D151160 ASP4AL7 EXISTING EDGE OF ASPHALT SAISTNC AsPHALT ROTO -MILLED 2' VADE AND 2' NEP BATTLEMENT MESA PARKWAY JOINT DETAIL FOR PAVEMENT WIDENING NTS. 5'0 STEEL PIPE (GALV.) FILL 1415 CONCRETE MID PAINTED 11115.044 SNISHED SURFACE 18' DIA. CONCRETE F001040 BOLLARD DETAIL N.T.S. 10 10 00 0 E8 71 LAJ CO PLAN UPDATES 0 41, .7) tt) 412 v.1 *41 0 0 0 (.5 17 0 0 0 PROJECT NO. 2021056.00 SHEET (JJ31 • /; TA 3, 0 // cycy 1E6 iroor itioolko in "Nit tak Pit tn N O a g 8 QYOd AliHYflO 3NO •� ga._ ...... .+�. 1. rr rr -._ .-...«r .. ...... - ._..-. ._wuuv®x:eu:- •• _. :cuuuuuu:wunc:..unuw::.w .• -'F 'ON ES3 gn 1 ss �8x SNNBN�i�nns�'���QQ3pStStnn 9 A i i i i y E y i 0 $11 o 8 g E ENAO+Jcaclf,:a 6 '2ESI E ypyp6 E 2 5 m 40g, 3' Z ) 0 A� r $ 45 L/ rn z 0 DARTER, LLC GARFIELD COUNTY, COLORADO VALLEY VIEW VILLAGE, PUD LANDSCAPE PLAN HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE. STE 131. G ENWOOD 51'0* . CO 11602 PHONE (970) 945-0076 FAX (970) 945-2566 14 116IE1NE88 DIVE EAST, STE D-136 ENGLEWOOD, CO 0002 PHONE (300) 025-0644 FAX (303) 925-0547 DES. LOP • NO. DATE REVISION BY DR. LDP CK. DATE 5/31/03 FILE: LAND -01 CALL UT1.JTY NDTMCAITON 001101 w 00L00:1ADo 1-800-922-1987 NM 534-6700 0.= CALL ailsEee DAV. N ADVANCE 03 0 001.1 0:o OFAOC. OR C0OAVAVE 8011 'OE MAY(NO OR 11NOEglqup uae01 MUTES