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Home My WebLink About20250422.tiffVicinity Map FR'EDEFUCK r ay /MOUNTAI .eterC Thvu ELI'' BYRE N ET F ERIE Hr H IE RA M H Zoning and Subdivisions PUB Zoning: PUD HIGH VIEW RANCH PUD • Summft zoning:PUDL4aY SUMMIT AT MOUNTAIN VIEW 1 SITE Zoning: A Zon.? !Zoning?P,p9 PEAKS MTN VIEW Zoning: A CARMACAR RANCHETTES I I I I I I LONGS PEAK STREET CARMACAR RANCHETTES MOUNTAIN VIEW TREET _ R AVENUE CAF MACA RANCHETTES :144 ro m rn m Atie S I CAR A AP PANCHETTES "Zoning: A !set pivess • ?EPA 11. Theell s a els • .0 a t - !WIMIS 11 ARMA AR RANCHETTES .SPRUCE DRIVE. zoning: A ARMA AR NCHETTES Closest Residences r WELD COUNTY, CO d I Aerial WELD COUNTY, CO Plat EN ICE P4R27 r LOT 3' �PEA. S AMV WEN' A .APARV C,_ �ry tlace jilt - Y PROPOSED GARAGE II I 97.57' FL: -..±.D NO 5 REBAR 1.5" AC LS 29415 ACAINST SOUTHWEST WEST FACE OF FENCE POST 5'J '0 W (139' ACTUAL LOCATION FALL IN WOOD � 14\11\ • FOUND 1.5" AC ON #5 REBA.R LS 29415 $66134'01"W 0,66P-1 SET #4 REBAR BLUE PC LS38 0.9 oss$ /5' E4 A T REC. NO.2762590 LOT 4 1756.ACRES 0 LOT .77111.PEAKS M'TN KEW elifitTA PART) L • I•_ 11 ' r•3 _ r• T. ••• - • A-1 331 hB S54:091081t 'O At hL 119,341 R65,001 EXISTING 151.181 .--erRoAD I e t. • "'y ••• PINT e • i LOT 2 Ch —5,50.09'21"E hL 25m 47 R 943,18' 25.4 7' ' LOT ESTIED V S ON ES24 DATE: 10/29/2024 FILE NAME: 20240512 SUB PROPERTY DESCRIPTION Lot 4 of The Peaks C4 MTN view Subdivision, Recorded 04/19/2000 at reception no. 2762590, located in portion of the Southeast Quarter of Section 5, Township 1 North, Range 69 West of the 6th P.M., County of Weld, State of Colorado. PROPERTY OWNER'S CERTIFICATE I (We), the undersigned, being the sole owners in fee of the above described property, do hereby subdivide the property as laid out in this plat, and dedicate all easements described and/or depicted herein for the benefit of Weld County and the fee owners of any Lot or parcel created by this plat. I (We) further dedicate all roads and rights —of —way as shown on this plat to Weld County for the use of the traveling public. Christy Pratt NOTARIAL CERTIFICATE STATE OF COUNTY OF } SS The foregoing instrument was acknowledged before me this by as Witness my hand and official seal. My commission expires Notary Public LIENHOLDER CERTIFICATE: day of , 20 (SEAL) (We), the undersigned, being the lienholder of the above described property, do hereby agree to the subdivision of lands, the same as shown on this plat, and agree that the lienholder's interests to the property are subordinated to the dedication of roads. or rights —of —way to Weld County. Type or printed name Lienholder of Record NOTARIAL CERTIFICATE STATE OF COUNTY OF The foregoing instrument was acknowledged before me this ) SS _) day of , 20 Witness my hand and official seal. (SEAL) My commission expires Notary Public UTILITY SERVICE PROVIDER CERTIFICATE: I (We), the undersigned, being the Utility Service Provider of the above described property, do hereby agree to provide utility service to the subdivided lands, the same as shown on the attached plat. Water Provider Sewer Provider Natural Gas Provider Electric Provider Communication Provider (type name) (type name) (type name) (type name) type name Date: Date: Date: Date: Date: A Subdivision of Lot 4, The Peaks @ MTN View, Situate in the Southeast Quarter of Section 5, Township 1North, Range 68 West of the 6th P.M., County of Weld, State of Colorado DEPARTMENT OF PLANNING SERVICES — ADMINISTRATIVE REVIEW CERTIFICATE OF APPROVAL This Resubdivision plat is accepted and approved by the Department of Planning Services for filing. Director, Department of Planning Services NOTARIAL CERTIFICATE STATE OF COUNTY OF The foregoing instrument was acknowledged before me this SS day of , 20 Witness my hand and official seal. (SEAL) My commission expires Notary Public BASIS OF BEARINGS AND LINEAL UNIT DEFINITION Assuming the West line of Lot 4 of The Peaks @ MTN View, Quarter of Section 5, T.01 N., R.68W., as bearing NOO°02'57"E, as monumented as shown on the plat, being a Grid Bearing of the Colorado State Plane Coordinate System, North Zone, North American Datum 1983/2011, a distance of 599.00' feet with all other bearings contained herein relative thereto. The lineal dimensions as contained herein are based upon the "U.S. Survey Foot." NOTICE According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. (13-80-105 C.R.S. 2012) HISTORY OF LAND DIVISION DEEDS AND/OR PLATS NAME RECEPTION NO. RECORDED DATE The Peaks © MTN View 2762590 04/19/2000 Warranty Deed 3892464 11/30/2012 100 50 0 100 200 300 SCALE IN FEET SCALE: 1"=100' LEGEND • EASEMENT LINE BOUNDARY LINE FOUND NO.5 REBAR SET 24" OF #4 REBAR WITH A BLUE PLASTIC CAP STAMPED KS, LS 38209 OPEN SPACE (VOTA PART) w O a O) LU w w Z S TITLE COMMITMENT NOTE This survey does not constitute a title search by King Surveyors to determine ownership or easements of record. For all information regarding easements, rights —of —way and title of records, King Surveyors relied upon Title Commitment Number ?___, dated ?___ as prepared by ?___ to delineate the aforesaid information. FLOOD PLAIN NOTE The subject property is in flood zone "X", "areas of minimal flood hazard" per FEMA flood map 08123C2059F revised 11/30/2023. Floodplain lines indicated herein are approximate only. Lines are scaled from FEMA generated PDF files. • flood zone 'X', "areas determined to be outside the 0.2% annual chance of floodplain" • flood zone 'X', "areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood 31 • flood zone 'AE', "areas of 1% chance flood (100 —year flood), base flood elevations determined. • The floodway in the channel of a stream plus any adjacent floodplain areas that must be kept free of encroachment so that the 1% annual chance flood can be carried without substantial increases in flood height. SURVEYOR'S STATEMENT 13 I, Paul B. Groves, a Registered Professional Land Surveyor in the State of Colorado, do hereby certify that the survey represented by this plat was made under my personal supervision, and that this plat is an accurate representation thereof. I further certify that the survey and this plat complies with all applicable rules, regulations and laws of the State of Colorado, State Board of Registration for Professional Engineers and Professional Land Surveyors, and Weld County. PRELIMINARY Paul B. Groves -On behalf of King Surveyors Colorado Registered Professional Land Surveyor #38209 LOT 3 THE PEAKS MTN VIEW (NOTA PORT) 20' 21.9' FOUND NO 5 REBAR W/ 1.5" AC LS 29415 AGAINST SOUTHWEST FACE OF FENCE POST 535'39'08"W 0.39' ACTUAL LOCATION FALL IN WOOD FENCE POST FOUND 1.5" AC ON #5 REBAR LS 29415 566'34'01"W 0.66' SET #4 REBAR BLUE PC LS38209 7' \\A 75' UTILITY EASE,WENT REC. NO 2762590 LOT5 THE PEAKS C' AITN VIEW (NOTA PART) ,\=133°15'29" ChB=S54°09'08"E hL= 119.34' R=65.00' L=151.18' LOT 2 EXISTING ROAD R=1°32'50" =1°32'50" ChB= S50°09'21 "E hL=25.47' R=943.18' L=25.47' ro-O, -4)0, LOT 1 NOTES FROM THE COUNTY RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT: Weld County has some of the most abundant mineral resources, including, but not limited to, sand and gravel, oil, natural gas, and coal. Under title 34 of the Colorado Revised Statutes, minerals are vital resources because (a) the state's commercial mineral deposits are essential to the state's economy; (b) the populous counties of the state face a critical shortage of such deposits; and (c) such deposits should be extracted according to a rational plan, calculated to avoid waste of such deposits and cause the least practicable disruption of the ecology and quality of life of the citizens of the populous counties of the state. Mineral resource locations are widespread throughout the County and persons moving into these areas must recognize the various impacts associated with this development. Often times, mineral resource sites are fixed to their geographical and geophysical locations. Moreover, these resources are protected property rights and mineral owners should be afforded the opportunity to extract the mineral resource. WELD COUNTY'S RIGHT TO FARM: Weld County is one of the most productive agricultural counties in the United States, typically ranking in the top ten counties in the country in total market value of agricultural products sold. The rural areas of Weld County may be open and spacious, but they are intensively used for agriculture. Persons moving into a rural area must recognize and accept there are drawbacks, including conflicts with long—standing agricultural practices and a lower level of services than in town. Along with the drawbacks come the incentives which attract urban dwellers to relocate to rural areas: open views, spaciousness, wildlife, lack of city noise and congestion, and the rural atmosphere and way of life. Without neighboring farms, those features which attract urban dwellers to rural Weld County would quickly be gone forever. Agricultural users of the land should not be expected to change their long—established agricultural practices to accommodate the intrusions of urban users into a rural area. Well —run agricultural activities will generate off —site impacts, including noise from tractors and equipment; slow —moving farm vehicles on rural roads; dust from animal pens, field work, harvest and gravel roads; odor from animal confinement, silage and manure; smoke from ditch burning; flies and mosquitoes; hunting and trapping activities; shooting sports, legal hazing of nuisance wildlife; and the use of pesticides and fertilizers in the fields, including the use of aerial spraying. It is common practice for agricultural producers to utilize an accumulation of agricultural machinery and supplies to assist in their agricultural operations. A concentration of miscellaneous agricultural materials often produces a visual disparity between rural and urban areas of the County. Section 35-3.5-102, C.R.S., provides that an agricultural operation shall not be found to be a public or private nuisance if the agricultural operation alleged to be a nuisance employs methods or practices that are commonly or reasonably associated with agricultural production. Water has been, and continues to be, the lifeline for the agricultural community. It is unrealistic to assume that ditches and reservoirs may simply be moved "out of the way" of residential development. When moving to the County, property owners and residents must realize they cannot take water from irrigation ditches, lakes, or other structures, unless they have an adjudicated right to the water. Weld County covers a land area of approximately four thousand (4,000) square miles in size (twice the size of the State of Delaware) with more than three thousand seven hundred (3,700) miles of state and County roads outside of municipalities. The sheer magnitude of the area to be served stretches available resources. Law enforcement is based on responses to complaints more than on patrols of the County, and the distances which must be traveled may delay all emergency responses, including law enforcement, ambulance, and fire. Fire protection is usually provided by volunteers who must leave their jobs and families to respond to emergencies. County gravel roads, no matter how often they are bladed, will not provide the same kind of surface expected from a paved road. Snow removal priorities mean that roads from subdivisions to arterials may not be cleared for several days after a major snowstorm. Services in rural areas, in many cases, will not be equivalent to municipal services. Rural dwellers must, by necessity, be more self—sufficient than urban dwellers. People are exposed to different hazards in the County than in an urban or suburban setting. Farm equipment and oil field equipment, ponds and irrigation ditches, electrical power for pumps and center pivot operations, high speed traffic, sand burs, puncture vines, territorial farm dogs and livestock, and open burning present real threats. Controlling children's activities is important, not only for their safety, but also for the protection of the farmer's livelihood. SCALE: 1"=100' DRAWN BY: RDS CHECKED BY: PBO . . w I— Q 0 en Z O (7 LiJ PROJECT #: 20240512 VICINITY MAP SCALE: 1"=2000' SHEET 1 OF 1 Site -Plan Parcel #1467054050 1st Floor REVISION TABLE REVISED BY I DESCRIPTION NUMBER IDATE Project Overview DRAWINGS PROVIDED BY: DATE: 6/26/2024 SCALE: SHEET: F-i .�a no btev' F I 100' 504 log SCALE: 1"1OO' DATE PREPARED: 5/18/99 2f LEGEND: 0 FD. #5 REBAR W/CAP, LS#20673 FWD, #4 REBAR W/ CAP. LS#2152 COR. NOT FOUND OR SET, FALLS IN FARM FIELD SET #5 REBAR WIALUM1NUM CAP L.S. 29416 ALIQUOT CORNER AS HOW Certificate of Approval b -the Co ty o missioners: .1/4 COR. SEC. 5, TIN, R SW, 6TH P.M. FN a. BLM BRASS CAP W/ PIPE 851 o4otooaW, 54.24' NOT21146"E, 400' f'luc*alrt 4. a • a.' -�io•ele; i t a .a This plat is approved by the Board of County Commissioners of Weld County, State of Colorado. Approval of this plat does not constitute acceptance of any dedication. Witness my hand and the corporate seal of Weld County this /'7 day of A.D. , 200 1D Chairman, Board of ou ty Commis. oners .E E � Dated: Property Owner's Certificate: *fA a SSP I (We), the undersigned, being the sole owners in fee of the above described property do hereby subdivide the same as shown on the attached neap.. I (We) understand this property is located in the ,----- zone district and is also intended to provide areas for the conduct of other uses by right, accessory uses, and uses by special review. The foregoing certification was acknowledged before me this 4.. .D., 20 1(1...... My Commission Expires: Witness my hand and seal NOTES: r_ iltka ✓4 hr G`•''' <....:::r �.�:.�.� -r .. r . _?y; �:rr. , %ti':::' :':>>:..� r.• 4rr'x -k4.4.,A;:.,•ii1ce •:sa.fib-'ti.'1..-,e;,..i. •-. !.;hey.. ;'"<;: �i•- . '-.Y: r' �t. :-. day of ceat Y • 4 a • l 1 , L. • • a. a wart r -,.e — a i f a a W a i PROJECT SITE 4 a I . 4.t l I 1111111 uiii iiniii oii iiiiiis a iiiiiiii iii uiii iiii iui 2762590 04/1912000 10:25A CIA Suki Tsukamoto of 7 R 70.00 D 0+00 Weld County CO r }e. -r i THE PEAKS • MTN VIEW A PORTION OF THE SOUTHEAST QUARTER OF SECTION 5, TIN, R68W OF THE 6TH P.M., WELD COUNTY, COLORADO. ua- O 1 °08'OO"W, 513.50' '`, Soo° 1 'tO" a 0' p •. t* i't -• e 4 a. f �T `�`•�l �'r • ,r t es r .y. a - �. a . iv �? , 4' a r/ .l !. e '#e5 .ch' ,: },b 74-4*:" •E,"q? :R. i �'""�'' An. ..% A h •I �• as The Planned Unit Development shall consist of five Estate zoned lots and common open space. The Planned Unit Development Ordinance allows for Estate Uses which shall comply with the Estate Zone District requirementsas set forth in Section 36 of the Weld County Zoning Ordinance. The common open spsce shall be owned and maintained by the Homeowners association, in accordance with Section 63.5 of the Planned Unit Development Ordinance. b. Water service shall be provided by Left Hand Water District for each lot. c. A Weld County Septic Permit is required for each proposed home septic system and shall be installed according to the Weld County individual Sewage Disposal regulations. d. Installation of utilities shall comply with Section 12 of the Weld County Subdivision Ordinance, e. Outdoor storage shall be screened from public rights -of-way, and adjacent properties. f. In the event that five or more acres are disturbed during the construction or development of the site, the applicant shall obtain a Stormwater`-Dischare Permit from the Water Quality Control Division of the Colorado Department of Public Health and Enviroment. g. During development of the site, all land disturbance shall be conducted so that nuisance conditions are not created. If dust emmisions create nuisance conditions, at the request of the Weld County Department of of Public Health and Enviroment, a fugitive dust control plan must be submitted. h. In accordance with the regulations of the Colorado Air Quality Control Commission, any development that disturbs more than five (5) acres of land must incorprate all available and practical methods which are technologically feasible and economically reasonable in order to minimize dust emmisions. i Any signage located on the property shall require building permits and shalladhere to Section 42.2 of the Weld County Zoning Ordinance. j. The site shall maintain compliance at all times with the requirements of the Weld County Departments of Public Works,Public blic Health and Enviroment and Planning Services. NOTICE, ACCORDING TO COLORADO LAW YOU MUST COMMENCE AhtY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTS BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN FEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. PEAKS AT hMTVfEW.D G C.a T'~ Deka • 12000' 4— ti aid. r i. f a 1,. t m —.} a.ma f t a , a J a t T R a t • r- 41 }„ 4 M ti • t r r ` g r ti 4 I C- /a + ,'t r • f , • NORTH a. _ w • h } +•� •• • • a• a h. a Jib 4 . r t ■ • tL ri >. -�,y, �r.,,;'bore;; 'a' . f . X• sa t.rLt 4 aw■ f'ram r} a ..e t , 4 • • r . a. 828°21 'O0"01, 80.00' NORTH -SOUTH CENTERLINE OF SECTION 5, BASIS OF BEARING (TAKEN FROM ROCKY MOUNTAIN CONSULTANTS, INC. RECORDED EXEMPTION PLAT DATED 3/7/98, JOB NO.: 80-3052.004.Q0) N00°21'46"E, 2468.13' TYPICAL 25' OPEN SPACE t SOUTH BANK OF .' 2 COTTONWOOD EXTENTION DITCH �soo. RIGHT TO FARM COVENANT Weld County is one of the most productive agricultural counties in the United States. The rural areas of Weld County may be open and spacious, but they are intensively used for agriculture. Persons moving into a rural area must recognize there are drawbacks, including conflicts with longstanding agricultural practices and a lower level of services than in town. Agricultural users of the land should not be expected to change their long-established agricultural practices to accommodate the intrusions of urban users into a rural area. Well run agricultural activities will generate off -site impacts, including noise from tractors and equipment; dust from animal pens, field work, harvest, and gravel roads; odor from animal confinement, silage, and manure; smoke from ditch burning; flies and mosquitoes; the use of pesticides and fertilizers in the fields, including the use of aerial spraying. Ditches and reservoirs cannot simply be moved "out of the way" of residential development without threatening the efficient delivery of irrigation to the fields which is essential to farm production. Weld County covers a land area of over 4,000 square miles in size (twice the state of Delaware) with more than 3,700 miles of state and county roads outside of municipalities. The sheer magnitude of the area to be served stretches available resources. Law enforcement is based on responses to complaints more than on patrols of the county and the distances which must be traveled may delay all emergency responses, including law enforcement, ambulance arid fire. Fire protection is usually provided by volunteers who must leave their jobs and families to respond to emergencies. County gravel roads, no matter how often they are bladed, will not provide the same kind of surface expected from a paged road. Snow removal pr ontres mean that roads from subdivisions to arterials may not be cleared for several days after a major snowstorm. Snow removal for roads within subdivisions are of the lowest priority for public wows or may be the private responsibility of the homeowners. Services in rural areas, in many cases, will not be equivalent to municipal services. Children are exposed to different hazards in the county than in an urban or suburban setting. Farm equipment and oil field equipment, ponds and irrigation ditches, electrical power to pumps and center pivot operations, high speed traffic, sand burs, puncture vines, territorial farm dogs, and livestock present real threats to children. Controlling . p en's activities is important, not only for their safety, but for the protection of the farmer's livelihood. Certificate of Dedicathan, O tors i p, and Maintenance: Know all mere by thpsepr9sentthat < ca rW,;L � �i �1.------- being the Owner(s), Mortgagee or}Leinhol er of certain lands in Weld County, Colorado, described as follows: Beginning aT.HE t WESTERLY RIH}T-. F-VoQaNE OF FIR A V ENUE, A PLATTED T ..EET IN CARMACAR RANCHES I II THENCE 964_L9,F.EET;AiANC'. THE ARC OF A, CURVE T41'HF,RTr*HT FEET THENCE LEAVING SAID RIGHT -0F -WAY S743_Q'32"w, 653.63 FEET, £ELATTE[L651.53,.FEETQ; THENCE N6$'2$'n(i'!yv, lao, £10 FEET THF.NCF. 7 II S4JY55 'now, 205.O0_. -FEET;_ THENCE 512*21 ' ISY80.00 FEET; THENCE 1 V containing 40.015acres, more or less, have by these presents laid out, platted, and subdivided the same into lots and blocks, as shown on this plat, under the name and style of tkE4-La2L&±cst and do hereby dedicate ₹o the Board of County Commissioners, public, school district, owners and future owners of this subdivision all ways, public rights-ofeway, easements, parks and open space, and other public rights -off way and easements for purposes shown hereon. Executed this 2S≥ay of A.D. 20,\4`� Sate of Colorado ) ) 55. County of Weld £oa&u • ;10•••:.:.•••;10•451. 1 2 �1 L. 4 d NrFW .ham'. 412 +'< J. V 'ti .dsaarprosasippam .:.....x-.n�'. t1/2.11-17 Leinholder State of Colorado ss. County of We1& &ci2c�≥ ) Leinhc er - dedication was The fore efore me this ackno saut %as^ rill•... on expires r,< --�t>>�4 of (>•r -mil jation was The foregok9 e this acknow • cavil .95 State of Colorado /2 ) ss, County of Welds 7ionsOcia) ) evi ission e s 057 • da et A .1 .1.:; tion was this unly szp cv 20 \\ 700, qoa 880°48'00"W 62.00' dsz, bet) • sas 011/4 aro S se* (Zer %cLP irc) L=118.91 CH=S51°20'39"El 117.79' aak LOT 5 8.627 ACRES 20\ ut\ t::)\ ocos\ SURVEYOR'S CERTIFICATE weee Wr DITCHS TO BE ABAN • BUILDING ENVELOPE SINGLE FAMILY 1636 LOT I NED 0 599.00' LOT 4 4.756 ACRES 20' UTILITY EASEMENT / \ SINGLE FAMILY \ BUILDING ENVELOPE R=943.18' 94.51 1614 R=65,00' CH=S53°5019,1W 11923' dira EASEMEN frp-4#11 5.564 ACRES sseNI ge Fainas __14 I R I 43.18' :8599'337 C N43679 I / IILDING ENVELOPE BU 1 SINGLE FAMILY 1692 I 15' on alialifid•Pai t 2CIT 259.19' L=128.16 CH=S15°17021N, 126.68' I, RICHARD A. ENGLAND, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO HEREBY CERTIFY THAT THE SURVEY REPRESENTED BY THIS PLAT WAS MADE UNDER BY PERSONAL SUPERVISION AND CHECKING. I FURTHER CERTIFY THAT THE SURVEY AND THIS PLAT COMPLIES WITH ALL APPLICABLE RULES, REGULATIONS, AND LAWS OF THE STATE OF COLORADO, STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND PROFESSIONAL LAND SURVEYORS, AND WELD COUNTY kvki1/4.vt ?;5:3 ft,k4:4. 4144ii :::!1;f.:EEL:::::::::1:::!:;-;!5;1;;;" RADO REGISTRATION #29415 BASIS OF BEARING: THE NORTH -SOUTH CENTERLINE OF SECTION 5, T1N, R68W, TAKEN FROM ROCKY MOUNTAIN CONSULTANTS, INC. RECORDED EXEMPTION PLAT DATED 3/7/98, JOB#80-3052.0504.00 SAID LINE BEARS, N006211461E, OFFICE: LYONS II V 60.00' Ora ab k wrAir EASEMENT R=883,181 CH=S66°25112"E 496.64' Nor 15101"E N89°59'02"El 125.00' p. • • At LOT 3 5.320 ACRES r....._,......_..............1 1 i / I / I / I /BUsI Li ND GI NLGE EF NA Vhit Lit P E I 1625 129.59' SOUTH 421.20' LirtifY.--EASEMENT LOT 2 7.490 ACRES BUILDING ENVELOPE! SINGLE FAMILY nO3 20' UTILITY EASEMENT FIR AVENUE (60' IR-04N) CARMACAR RANCHETTES LAND USE TABLE: TOTAL AREA 40.015 ACRES 100.00% RESIDENTIAL 31.774 ACRES 79.41% R -O -W 1.060 ACRES 2.65% OPEN SPACE 7.181 ACRES 17.95% 7/1/99 DATE: 7/20/99 7/31/99 PROJECT TITLE: go. 620.00' 20' UTILITY EASEMENT TYPICAL 25' OPEN SPACE LE ROAD BEARINO FINAL PLAT MAP THE PEAKS @ MTN VIEW PUD ESTATE ZONE LE LE CLIENT: KAREN LIBIN DESIGNED BY: RAE DRAWN BY: LE CHECKED BY: RAE APPROVED BY: RAE DATE: 5/18199 SCALE: AS SHOWN SHEET SHEET 01 ifrg (9, 30VdS JO SZ IV Id N 1/4 COR. SEC. 5, TIN, FND, 1" AXEL IN ASPHALT DRIVEWAY NOCI°21'46"E, 2629.20' 320169.69N co O NOTE: ALL BUILDING ENVELOPES ARE LESS THAN 25% OF THE LOT AREA • ram .am mr mar wren'. m IL Lm surveying "Specializing in Mountain Surveying" P.a Box 908 Lyons, CO 80540 (303) 823-5461 i c 100.0 95.0 90.0 85.0 a \ rn m tie rn O c 0 0 u) f an 01 ;C) rn z C 111111111111 11110! iii 111111 ie i111111111111111 liii iiii 2762590 04/19/2000 10:25A JA Suki Tsukamoto 2 of 7 R 70.00 0 0,113 Weld County CO 5.00' 89°59'02"E, 125.0 70 N issi sc 7, o m < 10 )), in 111 0 Zi CD m )> -wei O CD rn Ca Ill st Z Z O 2 0 sIs a b SCALE 1" = 50' HORZ. 1" = 5' VERT. wM 4r.`++4Y 0 in a 0 won z rn Om 1\3 Z 1):. -91 rn 0 r 7 in m R=943.18`°o r , CH=N69*501331tw o m 0 en o c 437.89' < s p z o -n 0 ig. v ; rn n c„) R=883.1:' CItS66°25'1: "E 496.64' `a a 5' UTILITY ESEMENT UI a b 4 (pp 15' UTILITY EASEMENT 4' I 4 t 5:1 2:1 R=943.18' CH=N53°29'-i5"w 94.51' (.0 a00 R8818'° 0 CH=S49*15135E 25.59' 2% 8' BASE COURSE R=65.00' C H N49 050 '32 'W 25.47' 1 I` /2r 0 R=65.00' CHr81*45$03h1E 129.59' 2% CLASS 6 ROAD BASE TYPICAL ROAD SECTION NO SCALE 5:1 GENERAL NOTES: 1. ALL STATIONING IS ALONG THE CENTERLINE OF THE RIGHT-OF-WAY UNLESS OTHERWISE NOTE . . DESIGN GRADES SHOWN IN PROFILES ARE CENTERLINE OF ROAD UNLESS OTHERWISE NOTED. 2:1 3, THE CONTRACTOR SHALL FIELD VERIFY EXISTING FACILITIES, LOCATIONS, DISTANCES AND CLEARANCES SHOW ON THESE PLANS DURING ONSTRU CTION AND SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION OF THE IMPROVEMENTS THAT ARE AFFECTED BY INFORMATION THAT DIFFERS FROM THESE PLANS 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ELEVATION AND O.D. OF ALL EXISTING LINES AT THE POINT OF CONNECTION TO THE NEW SYSTEM PRIOR TO ORDERING MATERIALS THAT DEPEND ON THIS INFORMATION. 5. ROLLIN CONSULTING IS NOT A GUARANTOR OF THE CONSTRUCTING CONTRACTORS OBLIGATION AND PERFORMANCE OF THE WORK. 6. ROLLIN CONSULTING IS NOT RESPONSIBLE FOR SAFETY, IN ON OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO'. 7. ROLLIN CONSULTING EXERCISES NO CONTROL OF THE SAFETY OR ADEQUACY OF ANY EOUIRMENT, BUILDING COMPONENTS, SCAFFOLDING, FORMS OR OTHER WORK AIDS USED IN OR ABOUT THE PROJECT OR IN THE SUPERVISION OF THE SAME. S. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY THE OWNER OF ANY PROBLEMS IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION IN A TIMELY MANNER. 9. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO WELD COUNTY ROAD STANDARDS AND SPECIFICATIONS. TOPOGRAPHIC AND CONSTRUCTION SURVEYING NOTE: 1. ALL TOPOGRAPHIC SURVEYING DATA WAS PROVIDED BY ENGLAND SURVEYING AND WAS RELIED UPON BY RC DURING PREPARATION OF THESE PLANS. _ I :EERSEAL tilatS •;ikhgt:Ne is; a REG/ *r N ? '�. +!dam {w, ..-.. t �y K R _ } 04 a M4 . vaFoSYDNAI111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111 NUM _ 11•111111111111111 _ 11111111111111111111 111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ 111111111111111 _ 111111111 11111111,1111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111.10111111111,111S 111,11111111111111111111111111,1111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIII 11111111111 _ IIIIIIIIUIIIIIIII 1111111111111111,111111 11111111111111111111111 1111111111a11111111111111111111111111111 1111111111111S,111111111111111111111111111111111111111•11111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIJIIIIIIIIIIISIIUIILIIISNITNSIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIEIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111S1 1.10%..�•��u�� ---`— 11111111111111111,1111111 °''■.'■�.+, ■■■■lSIISI■■■■.■NMII■■■■■■■■■■ 1■ � � U________ � � ��0� _ �■� _ 11 _ o � r.,,„ .. � � z 18. Ill illIllIllarllIllaIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII all wg It 11111 ii!: 11111111111111111111111111111111111111111111M111111IIIIII 11111111111111111111111111111111111111111111,11111.1111111111 lath' ilia _ 111111111111111111111 _ 1111111111111111111111111 THE PEAKS @ MTN VIEW ROAD STA, 0+00 TO STA. 7+48.17 KAREN LIBIN Rc ROLLIN CONSULTING LONGMONT, COLORADO 303-772-7338 DATE 8--99 JOB NUMBER 99-51 &002 SHEET SCALE AS SHOWN ee 0+00 1+00 2+00 3tOp #+p4 5+00 6+00 7+00 8+00 9+00 r :r 1:26 1 a+e 4 4 r Frit S irri; 1 (/) ccit -0 CO 1 111111 11111 111110 III 1111111 II 131111 ill 11111 011 1111 O 2762590 3 �f 04/19/2000 7 R 7�.Q0 10:2�A D O.UD Weld JA Suki County Tsukamoto CO � WATER CONSTRUCTION NOTES: �° N � 01 z rn q O.1 � %1/4..a 'o --' 1. h 8" WATERLINE SHALL BE PVC CONFORMING TO AWWA C900 CL 200-DR14 c U'� 0 c� o "r` --ti co � � R=943.1$' � �' � rn� ire 2. A MINIMUM OF 5 FEET OF COVER OVER THE TOE OF THE PIPE IS TO BE MAINTAINED AT FINISH m � � � � � � � Z ' � � � \ 8 GRAD. �° N o � CH=N69°50'33"w a � 1 ms \ \ m � p - - - - - - --` 3. DEFLECT WATERLINE AS NECESSARY TO OBTAIN INTENDED ALIGNMENT. DO NOT EXCEED LEFT CO� 10/ N � v z �` �'-- �► Ti' � �7 S89*59102uw "�m HAND WATER DfSTRICT 5TANDARDS OR TWA MANUFACTURERS RECOMME{VnAT10{�S. �5oo'N ?" `43788 \\� ��-V�' 00 wits \� o \�` �"' I �, ---_.� Z � � O A. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OAFS FOR TESTING AND FLUSHING OF � LOT LINE . � � � �- � � �M Ti�E WAFER MAIN5 A�Jp SERVECES. �� m 1211 =� r� �� Z x.071 �--..�-�--� \ z s � � � F �' � � m 5. ALL WATER UTI�.ITY CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS � � ` � m `---__ --.---��•'��'"`�-�"�"��! N �.c�,u � 1 15 UTILITY � \ oi OF LEFT HAND WATER DISTRICT. ALL CONSTRUCTION SHALL BE APPROVED BY LEFT HAND WATER „�. � � s� � �-�`—" � �`�=� �--� ♦� LET 5C � ` �___�_��__.__ DISTRICT B��ORE ACCEPTANCE. � ' +era—_____-�- xm __� �\� � � E SE{VI ENT "-�' = c'�.�. � ---��-.__._ �_�-___ y� � �•�-�� R=943.1$' �---_�_��' x �. - -�r � 1r � 6. ALL PVC PIPE SHALL HAVE TRACER WIRE OVER THE PIPE AS DETAILED IN THE LEST NAND � .. �_____.- � SERVICE AVAILABILITY STATEMENT p� � 0 � `�-�,.,_ n W WATER DISTRICT' STANDARDS AND SPECIFICATIONS. o`"`---•---- \ a --4 TYPICAL WATER METER LOCATION � w � A p \C% '�+.. 'r..�•� et q /�r`I � Ooh p ra • w � � ��,.J..�.,^'3�"' n , 0 � 1 � 1 [ V V 1 `e � \-n-' �~-__�y� ! � ' �� V i,Js' Y y Z NO SCALE r-----_`� •�1 7. CONTRACTOR SHALL CALL FOR UTILITY LOCATES 48 HOURS BEFORE ANY DIGGING IN THE � �'�C�.--""' � `y� � �� , --------:---- G __"'_` !'" --t -�,--..,..-..,_�-_...--�.� i � Ss �. � % ".� SERVICE ��v` AVAILABLE-- �� !.� �Za CONSTRUCTION SITE: 1-800-922-19$7 al r� � �'� � ` � 1 �'--. ��► 94c4'. � iN►� 1 \� �;� 1 � \ KN ENERGY DATE � � � ��= 1 ��`` ��` � ` f ��' � 8. HYDRANT MAKE, MUDEL A[�D 1NSTALL.ATiON SHALL BE fN ACCORdANCE WITH THE STANDARD �'" N '~• � � �,-..�� '��R=65.001 ~� p ��. DRAWING FOR HYDRANT INSTALLATION AS PROVIDED BY LEFT HAND WATER DISTRICT. ��1�� 1DETAIL \z o� �• s �'Pio • CH=N49°50'32"W �� - � k k� � re � � - �,�` �� $9°59'02"E, 125.0Cocr \ ►T+ � ,, SERVICE IS AVAILABE.E � o \ r , `� �� In "'�'� N,� � � r �1 � 1 1C--.- 1 NtTED PO ER DATE -�- �, 1 p z r' � ‘ 1 Z � o z\ tri 0z \ ,,. 25.47',� (cs , a) m ‘ \ , �`"' �` ~`` Q •` � CTt � G) �N�, C p � k � \/-y SERVICE !S AVAILP,BLE m k �., � �, � z � .a k! u:s. WEST DATE � a � � � cc C. Z tel � \ AZ ril � al �z 1 S,2 •` . -�---_ � �D Q � SERVICE IS AVAILABLE ' G i � � \ U) \ R=883.1k nil z k13 �\ rfr 0 � ,� `�ND 2: iz� r � ;` WATER DISTRICT DATE , ./ C ► ► �� `� �'j CH=S66°25'lrE � � � � � o t"€'1 � � \\ EASEMENT APPROVAL � � � � ► �, , � TOPOGRAPHIC AND CONSTRUCTION SURVEYING NOTE. m � (0 ,� �� O � � \t 496 64' �° a' °° � ',� ‘ z C3� 1 � THE EASEMENTS AS SHOWN ARE ADEQUATE AND ARE HEREBY APPROVED `� `� � a g � � � RAs - � m 1. ALI. TOPOGRAPHIC SURVEYING DATA WAS PROVIDED BY ENGLAND SURVEYING 1 n/ � � r AND WAS RELIED UPON BY RC DURING PREPARATION OF THESE FLANS.. Z � ..� __..... �-� .__ ° ; � � ', L-- .. 7.: 7a n 15'UTILITY m �� _ _ �'� `�� 'C�-.' ��- _ :"' � �3 i I�KN � O to � � ; po �N�RGY i .. ---- .------- PO ER � i DATE DATE1 EASEMENT \ THE PEAKS @ MarNt VIEW `, o � � z ► o \ 44k i -4 1 _4 ' LOT a 2 '� � 1 4 `�� .�, Al�a*in, �' �2'1 UTILITY MAP �C�v z � ,,,8„.00 �f r � m �.� - � HYDRANT WATERLINE STA. A-54 TO STA, $+48 � .�!� U. S. WEST �. 1:ali 1 `t DATE LET WA R D RlCT DATE � N '-' `� ',__ o { 1 NOTE: j}'�/� in KA�tEN LIBIN 1 1 1 \ 1° • �� 1 GAS, PHONE, ELECTRIC AND CABLE SERVICE SHALL. BE LOCATED IN THE 15 e�� yo �� ROLLIN CONSULTING � 1 R=65.003 AND 20 FOOT UTll.ITY EASEMENTS. LOCATIONS AND DEPTHS TQ BE DET`ERII/11NEQ �=�-: " �°°�SCALE � • 1 = 50 5r113 l,ONGMC�NT, COLORADO �� .R=88.x.18 µ BY EACH UTILITY. �� y~ 303-772-1338 45' CH81 :1/4,71a CH=S49°15'35"E 3"E �� tt%DATE SCALE J MBER 25.59` �',�or�",�ge��$�� °g� .129.59` s/,�,��, ,��^,�� 8-25-99 AS SHOWN 99-518-002 SHEET" 11111 111111111111111 MI IIIIIIIII IIIIIIIIIIIISIIIIIIIIIIIIIaIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111.111101111111111111111111111111,1111111nanniniumnallian IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIaIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111•111111111111111111111111111. 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111).111111111111111111111 111111111111111111111 111111111111111111 _ _ 1111111111a11111111111111111111111111111111111111111111111•1 , 111111111111111 1111 :ell 11111111111111111111111 III II 1111111 all. I I IIIIIIIIIIIIII I 111111111111111111 II 1111111111 IIIII II IIIIIIIIIIIIIIIIIMIUIISI Ilia IIIIIIIIIIIIIIIIIII 1111 1111111111111111 11111111111111111111111111111111111111111111 11111 II 1111111111111111111 IIIIIIIII III III 11111111111111111 11111111 III IIIIIIIII 111 III III" 111 11111111111 11 III 11111 II MIS 1111 1111 III" II NMI II III II 111 II 11111,11111 II 111111111111 1.1111111 IIIIIIIIIIIII III 111111111111111 11 111111111 1111 11 II III II 1111 Milli all1111111 111 IIIIIIII II III 1111 1111 11 1111 III 111111111111111 Me III III" IIIIIIIIIIIIIIIIIIIIIII 1111 11 II Ilia III. 1111111111 111111111 III 1111 III III! EMI 1111111111 II III III 1111111 111 100.0 111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11 III" 1.10% 11111reaallill11.111111011 IIIIIIIIIIIISIIIIIIIMIIIIIIIIIIIIIIIIIII E FT ��R�- --. II FINISH GRADS @ CENTERLINE 11. IIIMIHII.,...mmIIIIIIIIIIIIIIIIIIMIIIIIIIIIII! - 11111111111111111111111111111111,1111.11111111111111111111111 15" crop WITH Fl 95.0 1 EXISTING GRACE �,,,■,w...^�-� . 1.70% linameill I III IS= II PROPOSED $" C-900 PVC WATERLINE I 111111 11 111 11 111 1111 II I I Lij al SOS Sell wams.ftra e N. =ME isismiewinrov son SO IM mil II =OM = a= : II > r 7 1111111111111111111111 H0 90.0 I • 98.50 1 A. 8+08 PIIIIIKLIIIIIIII PROPOSED 8" C-900 PVC WATERLINE I g 85.0 i aiiipiiiiikSilla missimiNiiireallialleall D 1.4.-- U- o ! ani G STA. 0-30 ii• i Lt, 05 re, a; , : IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Cil 1111111111111111111111111111111111 :J Q hi' Ilis � Ell V thrt 11111111111111.1111111111 z+oo 6+00 7+ao 1 o+oa 1+oo 3+o0 4+00 5+o0 s+ao 9+00 'Ly ,. .t,r--•••:rNom•.:,#,.-r- ^..^".w r 11111 11111 1111111 III 11113 II 11111111111 11111 11111111 276259 R '1� UQ 04/1912000 :25A �3 Q.00 Weld A Suki County amoto County COCQ WELD COUNTY ROAD #12 LEGEND: DIRECTION OF ST0RMWATER RUNOFF • A TEMPORARY SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC THE ACROSS AND ATTACHED TO SUPPORTING POSTS AND ITRENCH D8 ! HE SILT FENCE IS A TEMPORARY LINE FILTER BARRIER CONSTRUCTED OF SYNTH En FILTER FABRIC AND SUP PSUPPORTED BY WOODEN OR sTEE. posts. PURPOSES 1. TO INTERCEPT AND DETAIN SMALL AMOUI NTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION POPERATIONS INORDER TO REDUCE SEDD ENT IN RUNOFF' MOM LEAVING THE SITE. 2. TO DECREASE THE VELD (V( OF SHEETFLOWS AND LOW —TO —MODERATE LEVER.. CONCENTRATED FLOWS. 1. SET POSTS. r11��t1 _ _ _$ f;1 -_f l# I YJYNYi14:11 r .r1=1 ..4411=1l 1E 4₹ k1 -_I -. .--;11-11,11-41,."ta_=W=11-1 • M If MitTt3 .r {.;..rEl_;{..,1 r.rl] EXCAVATE A 4%4* TRENCH UPSLOPE ALONG THE UNE OF UPRIGHTS. -ea<: r>ra weress- �r.�Jr V ,.�trI1�E`s —S 4* 3. ATTACH RLTER MATERIAL. TO POSTS OR INSERT SEWN POCKETS OVER POSTS AND EXTEND IT INTO THE TRENCH, 4. FINISHED SECTION WOODEN OR STEEL FENCE POSTS FILTER FABRIC. ATTACH APPROX. 4" x4" TRENCH RUNOFF -Ii=11=►1-34-11Mi1a retli ,J1r Jryt"1i# =11— :.,.fi-3£= if�il =11V -117-I1- 'ri..ilvrll„ 11' 2;It flTM'it.Vli CA agi SILT FENCE NOT TO SCALE 1ti'.N11"19r rrrr 1.T"YIV0440• VNII1 YMLNLY iA1�Ver�-�� 17 \ ± SOUTH BANK OF COTTONWOOD EXTENTION DITCH D N O A CW 1TF E C ED AND A TEMPORARY SEDIMENT BARRIER ANCHORED SSW BALES, PURPOSES SMAU,. AMOUNTS OF SEDIMENT FROM DISTURBED 1. 7O INTERCEPT AND DETAINAREAS OF U M MED WENT IN ORDTO REDUCE SEDIMENT ��€ RUNOFFO LEAVING THE SITE.OF SHEET FLOWS FROM HILLSIDE PREAS. 2. TO DECREASE THE vaiocirt WARcloragibSE OR DM: iRE FNMA itk •" • !• ♦ ; MINd ST .:1i:. rl--It 5i. li—.1L--`1 ":tt-»5 i--.sk=`I-.-11--IIxi1:=O: .4=11 :W A-1 x k #1 =:t:l :t.1 =1 .�1I�11�11+..11wlli 11-.11 -,1-.1IMIf-i-1itZ1 fi-^It=tl- 1r-11-31:r1t� rd= 1 ,r• i .r, r! — +�..3.Mr•,{ Iry r1•�zr,t _1r#�_1`. yr1 It LI- .tt%H l{.=}i=.1l= �S •.!-, vt-3{{wi' t•I - -1i Wi!'Y ii=Vi 441i[1i 1t= iR= i �#{11#1' ilifl. �1t1>1 h. =I _.r{=ti-11,=1I=1lts1-llwU-;1-`Ik=:t--�1" 1-1i— l ri#=11� 1!:.11=11 t3(z1 tl��111 }1i `14f -11:�4!':IM 1i�,1" 1i -11c 1 -3!:,.:1)x11'. ali 41#i11;`!`li 1IiL31 f11 41.=...l 3!}tlI }4 t =41 r117=i# Il-1I bi" Mir �wD ag ENTRENCHED mer a :1tt r14-- r.L:1rt—Ii-117—t1—µntw -11 11t{ItlII ;i1=11= =11=117-$1-.ii.'tiri~1l_1}=.11_Gtit Ur-IA=1-t- k=c1= Its iJ i1=13riZti=ll;r1itikt•i1=E1=#3 11 IlYrr�>17--3tttx1=11:-?Mil -11� 7✓�:t=l ikiili=i r.li+r5i=11etell t;alt=ll=lk,ttri li,7Il=11=t1 iiitiiS421 �# s5ftall 1I—H=;I—fl lt-ir-11'x11 Yli=:f Wif=i{ X11-1i^1l- COMPACTED SOIL TO PREVENT PIPING bltlioliFFNT LADEN STRAW BALE BARRIER NOT _ TO SCALE r LOT A \ SPRUcEi 60' R -O- • U E I I I S IUD1NG ENVELOPE BUtLQ,1NG EN1lEi6PE $II4GLEFA,MILY // i i r SCALE 1" = 1001 50' - 18`l CMP FIFrAVENUE a • T.�� rrrr �N..TL'_r..:J WMr �Y�VI'1�'i+M�L�YJYi•VWJi-S..W�YLIM4-vY.LFi • TOPOGRAPHIC AND CONSTRUCTION SURVEYING NOTE: ALL TOPOGRAPHIC SURVEYING DATA WAS PROVIDED BY ENGLAND SURVEYING AND WAS RELIED UPON BY RC DURING PREPARATION OF THESE PLANS. cr.4:1Las- 4 r t\t0.0 C creif*tit s' -eat. *;tit t DESIGNED BY: KR DRAWN BY: KR CHECKED BY: 0, 0 0 C 4 • 0 s 4 Post ts)YL.0..)a-, "R1~JI c N 1204) I�A`IYFiP�l HyLoku ‘-rpA? viieiszeiPAtier (_012e;ci caCe uALM any LAVise� lb � - argreaito par -ors *arc itALL. Fr tDCZWKS .41 Pat Wlizer i..'[tx'./3 0f tit -ale e pasts fceu MUt,Gor Dan°AT epvi•im stitcrovs4 3 Athep/6 tit4 4514415:143) PR* NeL'Tu►zen NignvE. 4R&tt- aAxrrnz Mnc.ia Pt -1' UNtataelligrte0 laiPtipt06 goo( Lit*-CeiL- PVC WW1 - AS' Eft TO PROPER DEPTH PVC UNION RECTANGULAR VALVE BOX. BAD UD WITH CONTROLLER k STATION g SEE TECHNiU. SPECC►TIONS rENISs GRADE 11 PVC BALi. viva ELECTRIC CONTROL VALVE 3/ 4 CROSIED cRAva SUMP -2 CU.11. PVC NOPPUE - LENGTH AS REWIRED WUtR 10 BE NO SUALUR WAN URGEST YAMSUE ON IltOJECT S(R cE TE.Ejh-r SOLVENT WELD OT• ASKUW BthNC REFER 10 SPECIFICATOS Electric Control Valve 0°°' O 0 O d 0 oya 0 00 PVC PRESSURE SUPPLY ORE susehiPmeimml w. 1 Q* ROUND UM BOX POO nit WORD '4A 1$ I A-- SEE FICHNICAL SPE.CMCATIONS rvim uARKER 3/4° CRUSHED GRAVEL SUl+P 1 CO, F. EIRE Ell El .1771 IP 0 p0 Manual Drain Valve ellassessemearisiesseasstaarawsmarresseraw r 0.110 PVC SLEEVE LEJIOTN AS REQUIRED 3/C 1'xr PVC110 ELL (2) f xCi. NC 1ett' Ste. 10 3/far PVC NIPPLE SCE. 10 3/ SUSS GLOM YALYE 3/t ihisPVC10ELLSat$0 $ WET COYERiNC SIN? S/f tC PVC NIPPLE SGHW 50 3/f" CRUS$ZD GRAVEL SOP Sit UECNN101 SPECiRTIOKS FOR SuwP E 1,t1 bADtJ 404 ris. tegt 2.)c. war psi 1 IL- aiEriaN coi-iee al I bN1-1 IL t L 1NSTAI. ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE ASSEMBLY WITHIN BOX, NO VALVE BOX EXTENSIONS ACCEPTED. VALVE BOX TO BE FLUSH WITH FINISH GRADE. '-.--.III -I 11.t : 1111111 11111 1111111 III1111111 111111111 1111111 1111 276259 R 74 00 04/19/2000 D . Tsukamoto 0.00 WeldCountyCO BUCKNER -75 FILTER WITH 150 MESH SCREEN RTANGUTAR VALVE BOX - BRAND LID WITH CONTROLLER 1 AND E SEATI�N NUMBER - SEE TECHNICAL SPECIFICATIONS SCHRADER VALVE ON PVC TEE DRIP TUBING ADAPTER IF REQUIRED a PVC BALL VALVE PRESSURE SUPPLY FINE HARDiE 3/4' 700 SERIES C€1NTR4L VALVE wiLxfNs. 6a0 SERIES 3/4' PRESSURE REDUCING VALVE 4` CRUSHED GRAVEL SUMP - 3 CU. FT. ---PVC UNION Drip Valve Assembly 912 10" ROUND VALVE BOX S. SAN EE TECHNICAL E CATIONS �-fl lHHUUH DRIP TUBING ENO PLUG WITH MALL HOSE ADAPTER we CRUSHED GRAVEL SUMP (2 C Uf it) 3/C DRIP TUBING CLEAVE ENOUGH EXCESS TO EXTEND HOSE ADAPTER C OUTSIDE OF VALVE BOX DripBlows-outtine Stub CAAbLL A'.'om' tie dio- r +� .r.+• '14 .115.1P,:evitHe IT iL iltekallozise toact4 izfehekti, I9-0}101trb .. t 1Oe R K AL ' �j,J L Yo e Kt, � - . / atteaN . ��11ff 1 �F To A ' ra iz tis xf cesio pills t4 ereD -Rugs # �i trt cam• i —s % t 1 T - 1 1. mit tgragetd i M OVA* .eta spo rim �6' cebiat ORIP EmlITE! ICRO- WRING Iltai lit-- MEI EDI I1I 11 i 4lUF p . en MT ?Mit /1RAtic f •top..sD wenve. ate tit friuIstria ithopitaiwttar, exmL, #LRtr tnaS[t TREE TRUNK AOOTBALI is -#0 CIA JUTE STata L rr roc' IALL oral' amnia ant siAKt V1C T+e11G 3 await MOTE' s_at!1 DE" ESITTEPtS 4$G TIME EWfltP to EDGE OF ROOTBAu. OOP tU.ING Drip A Tree v iR NOTE Wyni. INSTALL EMITTERS OH OPPD511t s oES or ROOTSALL Ewlfl£PS A*E TO BE INSTALLED tO CLEAR FINISH GRADE t! A Mt$WUW Of 1" AND A MARL tL I or 2", (LUSH LINES THOROUGHLY, INCLUDING MICRO -TUBING, PRIOR TO MITTEN INSTnsAT1OM. it runtfl*G on A all SLOPE OR GREATER INSTALL BOTH EMITTERS ON UPHILL btpt. 4 • S GAL. PUN1 IAT(RIAL DRIP t1J1fCR SUICH LAYER Iii*O -TUBING Q#r TUBINGl lllF I r-10 GAOGE MT STAKE DRIP TUBING flip trauma STA1cE TO wGt 0 ROOT WWCRO- ttUe1HG - sit MAXIMUM UNGib • 4. • i aim: -4kpair711 . �+'•� r C �/ 'i ate - .ta� al f TIAOtt . C« S _ - -- -.1.-w-_ . La T wow! a��W 7 .. w . � • • �J.,r w - •.Y414• i 1 � L * • .r , j . w i�f'.•-�. -i .Vi' ` • 1 !'IT - 4 • a !.!- i+•+fit .r .... VF.ff.—.Wa .atenuts* ekt2,Litb . u — —..-Ti• . - 4T- lT.�wJI.•.��w ft-ADQ:004ArtriN -"rt;E a I Through'qualified)itrained personnel and by using practices and methods irlagircS: by the industry, the appointed Maintenance recognized and accepted standards • r� pest control. irrigation control Contractor will provide owing, plant care. fertilization, eh monitoring and any other maintenance as specified on �� requested* basis. A set fee shall be All seeded areas shall be mowedT ��'scheduled. Grass height shall not exceed �" when submitted by the Contractor for each mowing request is made and it is anticipated that mowing may a F red every 4-6 weeks, Contractor shall tart native areas from plant b� �� "� � f maintain Where practical: Contractor will use approved growth a neat, welt groomed appearance,� �� line trimmer, � basis to other obstacles that may be damaged by regulators around fences, trees, � i Dien the Equestrian path will only be edging will utilized on the plant beds. Edging regulators and a string physicalaccomplished by a combination of growth on a seasonal basis and shall be required trimmer in excessive areas. policed and checked in conjunction with other . All landscape ac's will benot_ the responsibility of the maintenance se trash and debris. Pet droppings are Maintenance Contractor. ` monitored and sprayed for noxious weeds such as . - All native seed areas will be monthly basis broadleaf sprays shall Bind weed. This task shall be provided for on a mon y l is also Canadian Thistle andpreventative basis. Pre -emergent weed control be handled on a curative basis rather than a upon the consent of the Owner Representative. acceptable .�+.�qf•� if � bed areas will checked on a regular basis ttconsent given prior to �. .��the finer Representative � final l mulch is this is brought to the attention of� the circumference of street trees needplant beds and around proceeding. �� penetration within the entry � iA��• Every effort shall �Y.� w sill removed within these areas on a bi monthly shall be sprayed ard physically made to control directly in shrub and ground cover. �iras�e��rc�wln� StrubaCesia: regular basis, the huh of all plant material and Contractor will monitor on a respect to such items �� .Owner or Owner Representative with make necessary recommendations to the for pruning of all trees and and disease control, etc.. Contractor shall be responsible Fertilization, �n �y�� y1� //\� y.ry r`, F � .. n royT��FJ��j . Plants shall be pruned in accordance the open a ;l".�T! 9�� the V�.�� property. F � y healthy �� prevent shrubs on•• for Pruning, Pruning is done to promote regularly accepted industry standards h and maintain the natural growth hb of weak or abnormal limb structure, control unwanted leggy growt the ,.,. .,... _,...:.....,.� I ..._; -,_ aro�nd� c1�ferer� otrees v:plan _.e ..4_� ��.... hall be „ tai tl wgras ..._., h ring in diameter) s 1'� free area �rn� in areas. shrubs shall planted native seed of insects disease problerrs, trees and Due to the variables and unpredictable nature shall done on a �� basismaterial basis, as needed. Most sprays be sprayed on a time and leon a preventative basis. however contractor may elect to treat potential prob he first ear in f . 'Contractor shall activate conditions, j/+^J, t the yL�y�e�6' e of !(t all /// �n between March and leas depending on weather �/�s, ��/�J {/�`� iR�;L�r�} �{{..fyjx{��7 �w;/ 1F be (may` �� operating 7 condition. Tr These FY repairswill done necessary repairs will be made to bring the system up to a pe all l informed should potential repairs on a time and material basis. Owner and Owner Representative be in excess of 00.00_ will be responsible for check checking the system is activated and operating, Contractor �r l� � of Irrigation system shall After system of proper operation. Regular Checking on a weekly basis to insure continuance include: in on clock to check for proper function. � .� Turningautomatically to insure proper operation. operation. 2.) Turning on each valve a� y .individualplants for paper verage �dmicrojet and drip emitter to ind 3.) Visually inspecting all l 4.) and duration of each station time based on Adjusting the control clock to accommodate for frequency system current weather conditions. 1n1n when to winterize therm#erg Contractor mall be responsible for determining -ors will include the use of a Winterization: r I weather pending. Proper winterization Teen October � � and December } • insure against any freeze damage. w all water from the irrigation lines to compressor � ■��.I.. for trash and debris on a weed basis. The .f� • , All landscape areas mall Y T policed materials. T�� watering visits shall inspect all landscape and plant contractor during the tras;n and debris to be performed at a minimum ��1 of the Maintenance Contractor and isexpected noble for the shall the responsibility �nf �n�,n�e Contractor shall also be �"�� monthly basis �� drought periods. is strongly suggested �� the on a rR ytall leaf drop, Leaf Removal in heavy concentrations collection � removal of considered the responsibility of the maintenance eas, Pruning and Tree Wrapping are alsofor the health and cative Contractor inspect any other services necessaryconiractor� Should In#e�anoy1 e is requested that this information be brought forth to the owner or welfare of the plant owner representative, r 13 O mit o cc°° 0 0 fa a 2 -,- , I" 44-24 .4.% DRAWN BY: DATE: REVISION'S: taci 4%a gei ce) gi4 )4,4 41 4:1 IRRIGATION. LEGEND SYMBOL d c›dci a a �I•.r..�-» D� Co sodefece .. r ..... n_ V • • DESCRIPTID_N DOMESTIC WATER 50tJRCE: 68 PSI (See note #B for water source) SIZE D0M€5TEC FEBCO 765 -010 BACKFLOW PRESVENTION DEVICE 1" (Install per Weld County Plumbing Code) WATTS 1" CURB STOP VALVE WITH SEPARATE 3/4" DRAIN 1" PEGLAR DRAIN ALV E: ANAL ON MANIFOLD AND PREVENTER LATER 1/2" PVC PRESSURE PIPE: CLASS 200 IAINLINE:BURY 24-30" BTOG 1" (See plan for size of mainline: ) IRRITROL 700 SERIES ULTRA FLOW ELECTRIC CONTROL VALVE 15" & 1 t (11 gpm maximum flow) RAINBIRD QCV-075 QUICK COUPLER VALVE WI SWIVEL HOSE EL 0.075 RAINBIRD H BMO7S DRIP REDUCER WITH V STRAINER /4" POLYETHELENE 80 PSI PUREFLOW DRIP MICROJET LINE 1" & 3/4" RAINJET MICROJET EMITTERS: MIST SPRAY NOZZLES : GPH RED NOZZLE. nicrojet layout is conceptual and is intended to irrigate all perennial and ground cover beds. Provide stake with on/off valve. RAINBIRD (LADYBUG) 1 CPH DRIP EMITTER ON DRIP STAKES (emitter layout is conceptual: install 1 gph emitter/ 1 gallon 2 emitter I S gallon ;3 emitter/ B&B shrub & 4/ tree 1 CPH 1 S GAUGE ELEC. CONTROL WIRE: MATCH COLOR OF WIRE IN FIELD 18 GAUGE (Install 1 extra wire to furthest valve from controller) •• IRRITROL IBOC-4 PLUS BATTERY OPER. CONTROLLER -4 STATION 4 STATION (mount on electrical H bar and ground) -4 P 02" & 4" SLEEVING (EXISTING BENEATH PAVEMENT SURFACES) SEE PLAN r..oTn..VI WATER SOURCE FOR IRRIGATION SYSTEM SHALL BE TAKEN FROM THE DOMESTIC WATER SOURCE ON EITHER LOT #1 OR LOT #2, A SEPARATE WATER METER SHALL BE PROVIDED AFTER TEE ON WATER ,SOURCE TO MONITOR AND METER FLOW. c i'ti"V\IivLINIL'-. tO Loy�.1. 4 4 4 4 0 0 0 f WY f pr.rr....... AManafoa. l•lP ".h\1 4\2 4 �ire /0--"Fle cearb, a To pS1 ta vceccno r • • 4 111111111111 11111111111111 11 11111111111 113 1111111 2762590 0411912p0(! 10:25A JA Suki Tsukamoto 6 of ? 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A . ..... r -.4a. 4. t ..Yrc• '.4 - n r ua.. ..t...w.0••••L+aS4p. v area • ... .r f of 2 I Y y� SYMBOL Ai BAG Si BP CA CBB CC CPL FCR FS MG MR NV PE -1 PE -2 P£-2 PMG PYL RS SM MR BERM CRUSHER FINES NATIVE SIGN FENCE EDGER MULCH i t £SCR1PTJQN ANDORRA JUNIPER:HORIZONTALIS "PLUMOSA" BLUE AVENA GRASSHELICTOTRICHON SEMPERVIRENS BROADMOOR JUNIPER:JUNIPERUS SABINA "BROADMOOR" BRISTLECONE PINE:PILAUS ARISTATA "BRISTLECONE" INDIAN MAGIC CRABAPPLE: MALUS "INDIAN MAGIC" COMPACT BURNING BUSH: EUDNYMUS ALATUS COMPACTA CORALBEAUTY COTONEASTER:DAMMERI "CORAL BEAUT" COMMON PURPLE LILAC:SYRINGA VUL ARTS FLORAL RAAL CARPET ROSE: ROSA "NOATRAUM" RED OR PINK FROEBEL SPIREA:SPIRAEA IR EA X BU AL1ii'A "FROEBELI" MISCANTHUS RASS:S I N EN S IS "VARIEGATUS" SPECIMEN MOSS ROCK BOULDERS:SET INTO GRADE BY 1/3 NAN NYBERRY VIBURNUM:VIBURNUM LENTAGO PERENNIALS:SIBERIAN IRIS, MOONBEAM COREOPSIS, PLUM BA O PERENNIALS: CANDYTUFT, SAPORNARIA, CRANESBILL: BALLERINA, DWARF FALL ASTERS PURPLE MAIDEN GRASS:SINENSIS PURPURASCENS PYRACANTNA LALANDEI: PYRACANTHA COCCINEA EA "}LALANDEI" RUSSIAN SAGE . PER VS IA ATRIPLICIFOLIA SLOWMOUND MU HO PINE:PINUS MUGO "SLO OUND" SIZE 5 GALLON 1 GALLON 5 GALLON a-6' B&B 1.7 S"8&8 S GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 1 GALLON 3 PIECES 5 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 5 GALLON S GALLON 5 GALLON MISCELLANEOUS SPECIMEN MOSS ROCK BOULDERS:SET INTO GRADE BY 1/3 S_7 PIECES COMPOSED OF UNSCREENED TOPSOIL AND SOIL AMENDMENT VERIFY GREY ANDOSITE CRUSHER FINES: INSTALL AT A 6" COMPACTED DEPTH UPON EXCAVATED EQUESTRIAN PATH HYDROSEED WITH NATIVE EXISTING PRAIRIE GRASSES ' 't7t BUFF SANDBLASTED SUBDIVISION LOGO ENTRY SIGN 2 RAIL SPLIT RAIL FENCE RYERSON OR GREEN PRO STEEL EDGER CEDAR MULCH: INSTALL AT A 3" DEPTH IN PLANT BEDS AND TREE RINGS NOTES SEE SPECIFICATIONS FOR INSTALLATION DETAILS AND NOTES. es 4- I • -L/6 Imo( R 1. 5D T. ±-12-C-71)151AfEr- Etes%481--E0..,, in QUANTITY 14 17 18 1 S 21 2S 1 17 7 4 TON 3 38 23 SEE ABOVE 1 16 6 11 4 TON 28 CS VERIFY STD. SEE SPECS. r4'7" ABOVE GRADE 44" HEIGHT 6OO L.I . 4"Xl O' VERIFY VERIFY 1111111 1101 1111111 111 111111 1111111111111111111111111 2762590 04/19/2000 10:258 JA Suki Tsnkamoto 7 of 7 R 70.00 ID 0400 Weld County CO • kira_te. rivrad.„ s cytki • G. • r- . , w t. . • 1 } • • ' ...w WALAILWAT FA r1ArJE �VST v.:4a. ElL1ra0 ge.0.04\14p—segas: jc)!r jQ'/Q w"' F $ geghitiE3, a J • 1 S. .ar i \1/4. \\ 1 • 1 S 1. • i 1 • a 1+1•x... • • aliase • 1 i♦. V!•IInrw.Cw-L.,wa...••••••_Wna-..•.a..'w#_•__—.....Kam. MM... -. M^M............. t rvr.4. arillatheliffAlmas f e 10 !Jost 4 „air_ S. ..S.nyS �.��.n..Y�.�.m.w.-...I.Y....u�v...M.w...h3 mm.. M• see r IS IO ttiegrixonLekin-----2. M nt,i. 0loco i(trio x%) 0S1114;" P LAU Int I coisa .�.......� _.,..,.n•. .......,_ . • 0 c I 1 Piib AV I 1 r 4 n. .M1N11M• .u,FF r .• �"•�`Mnrw......w.w Miner y..• v- a •a .. a • I S t Y C • • I I r T' h re effareviN, .� (OflIOLJAL) sterworsAWAle lassamifr tom. °#I -10A �� 1 � � 9 MALJ'Aft MA Q o 3 kJ cc ft ISt 4 4 et itt tii ayyrryyj 4( 's.4 z 0 0 pi) 0) (.1 OAl14 In 0 int S tist ch O tic it • R E V l 4 T O N S Sheet No. .mcirmoymiely.,le1 40•.•..r.I• ' • • • • • % VI16.. 411•41 44.4••• M! JY.Yi♦V- y so '.r vi w.' vy1Z-' i ..T1} C }may- ,..w•M 1 . .w..4”1..- a- qIr! i of2 Hello