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Home My WebLink About952226.tiffCHANGE OF ZONE APPLICATION DEPARTMENT OF PLANNING SERVICES Weld County Administrative Offices 1400 N. 17th Avenue, Greeley, CO 80631 Phone (303) 353-6100, Ext. 3540, Fax # (303) 351-0978 APR t 1995�� -,a atsnnina App. Ch'd By: b j tO • Case Number App. Fee: Receipt Number. raft / Record. Fee: Receipt Number. TO BE COMPLETED BY APPLICANT. Please print or type, except for necessary signature. I (we), the undersigned, hereby request hearings before the Weld County Planning Commission and the Weld County Board of County Commissioners concerning the proposed Change of Zone for the following described unincorporated area of Weld County, Colorado: LEGAL DESCRIPTION: SE 1/4, NW 1 /4 Sec. 12 T.I.N. R 66 W SW 1/4, Sec. 12 T.I.N. R 66 W Weld CO (If additional space is required, attach an additional sheet) Property Address (if available): PRESENT ZONE A-Ag. PROPOSED ZONE Estate E TOTAL ACREAGE 195 OVERLAY ZONES SURFACE FEE (PROPERTY OWNERS) OF AREA PROPOSED FOR REZONING: Name: _ Address: John T. Martin 147 Denver Ave. Ft. Lupton, CO 80671 Name: _ Address: James T. Martin RR 2 P.O. Box 30 Bus.Telephone#: Eldridge, MO 65463 Home Telephone #: 303-857-2471 Bus. Telephone #: 303-857-4800 Home Telephone #: 41 7- 4 2 6- 5 3 7 3 I hereby state that all statements, proposals or plans submitted with this application are true and correct to the best of my knowledge. Vi1 L CL4,ids '77 1- A 75 - nature: Owner or Authorized Agent 952226 REZONING QUESTIONNAIRE - ANSWERS 1. The proposed rezoning furthers Weld Co. goals by allowing Estate zoning to enhance the use of land to the benefit of the citizens of Weld Co. The use of land, unsuitable for agriculture, for housing furthers the policy of the county while preserving prime agricultural land. The site is located within the Ft. Lupton urban growth area as shown by the Weld Co. Urban Growth Map. Directly to the East of the property is a one hundred and twenty eight acre subdivision of rural horse properties. To the South East of the subject property is another subdivision of like zoning. The building of quality housing in these areas has been and will continue to be an asset to the County. These subdivisions have expanded the tax base to the County at almost no expense or liability. 2. The proposed rezoning is located within the Weld Co. Urban Growth Boundary area. Directly to the East of the subject property is a P.U.D. of twenty-three five acre lots. This subdivision was developed by the Martin Brothers and has proven beneficial to the County. The Martin Brothers financed and built the interior roads to County standards. The Incorporated Homeowners Association of the P.U.D. maintain the roads at no expense to the County. To the South East of the proposed rezoning is an existing 160 acre subdivision consisting k of two and one half to three acre lots. Although the area to the South and East of the subject property is zoned Agriculture, the area is also of no agricultural value. 3. The property will use approved septic systems constructed to Weld County ISDS standards. The site is suitable for septic systems. The County and Estate District requires the proposed subdivision to use septic systems constructed and maintained to applicable standards. These individual septic systems will be designed and installed as indicated. 952226 4. Water for the subdivision will be provided by a series of public interconnected wells owned and maintained by the Homeowners Association. WRC Engineering of Denver designed the proposed system. This water system meets the public water system required by the County while providing a reliable water supply for the homeowner. Fire protection will be provided by approved sprinkler systems required in each residence. The Ft. Lupton Fire Department has recommended and approved this system. Additionally, water for fire protection will be available directly from the seven 10,000 gallon water storage tanks located throughout the subdivision. Each home will be designated a residential water supply recommended by the State of Colorado. In addition to receiving the residential water supply recommend by the State of Colorado each lot will receive adequate water to irrigate up to 7,000 sq ft and care for three horses. 5. If the area should show any soil limitations, the individual situation would be addressed by necessary engineering and approved by the proper County authorities. 6. The existing access roads to the proposed rezoning are adequate to meet the requirements of the zone district. All interior road and access construction will be completed to County specifications and paid for by the developer. These interior roads shall be maintained by the Homeowners Association, Inc. at no expense to the County. The developer has previously demonstrated the capability to develop and maintain infrastructure of this scale (Martin Brothers P.U.D.). 952226 7. Re: Sand, Gravel or other mineral resource: There are no economically mineable resources on the subject property. See attached Geological Report. 8. The change of zone area is NOT located in a Flood Overlay District. 9. The change of zone area is NOT located in a Geologic Hazard Overlay District. 10. The change of zone area is NOT located in the AP (Airport) Overlay District. 952226 The proposed rezoning will create fifty-one lots plus the proposed open space. 952226 04/21/1995 09:01 3032939725 BOOKKEEPING PLUG Pr1GE The access to the lots on the East side of the Speer Canal shall be West from Weld County Road #35 on Clara Lee Street (Martin Brothers P.U.D.) which will be extended by the developer to the West and North as shown on the Sketch Plan. 04/21/95 08:01 TX/RX N0.061952?;f Access to the proposed rezoning will be by Weld Co. Road #10 on the South and by Weld Co. Road #35 on the West. / 7774 -ere - 1 / f/ tie 11A.10 Cr CC e -C S e> fc held � KJ_ /470 q /( tie OCcv a ere' 59,--C 1,✓eld (O. t2 t. E;' _ 1( 19Q chafe," ;o/ -rte It�t5 O -fite ti/cst Lets / O;ej 77 / Lia etcCeSScCY I Se G(cce s -cc≥ tip eiJ4t 35 FL( D) 952226 Martin Brothers Partnership 147 South Denver Avenue Fort Lupton, CO 80621 (303) 857-4800 To: Gloria Dunn, Current Planner From: Martin Brothers Partnership Re: Case Z-494 Martin Brothers Estates Rezoning Sketch Plan Changes Date: July 18, 1995 With the input and suggestions of the County and referral agencies, the following adjustment to the proposed rezoning has been made: 1. All access to the subdivision will be through Weld County Roads 35 and 10. No access to the lots on the East side of the Speer Canal will bethroughthe Martin Brothers P.U.D. or Clara Lee Street as originally proposed. ��FI D COUNT P`AUpnp‘r, JUL 1 ` 19,, 952226 Martin Brothers Partnership 147 South Denver Avenue Fort Lupton, CO 80621 (303) 857-4800 To: Gloria Dunn, Current Planner From: Martin Brothers Partnership Re: Case Z-494 Date: August 26, 1995 AUG281995 Martin Brothers Partnership will build on the extension of Weld County Road 10 from the East side of the Speer Canal (including the bridge across the Speer Canal) West to the intersection of Weld County Road 35. Martin Brothers Partnership will extend Weld County Road 35 from Weld County Road 12 South to the intersection of Weld County Road 10. All construction will be built to existing Weld County standards. The extensions of Weld County Road 35 and 10 and bridges will be built and maintained by the Martin Brothers Partnership or the subsequent Homeowners Association at no expense to Weld County. 952226 3037583208 WRC ENGR. INC. 180 P02 APR 17 '95 11:59 #1862 - MARTIN BRO'IflRS PUD WATER SYSTEM DESIGN • Subdivision consists of approximately 52 lots • Water to be supplied by 7 identical wales systems, each serving about 8 lots, • Each system will consist of: 1 - Laramie -Fox Hills well at approximately 15gpm 1 - 10,000 gallon storage tank I - 40gpm Boaster Station 4• Distribution Mains • Emergency connections will be provided by linking two systems together with proper valving (only the system north of the Speer Canal will not be linked). ♦ An alternative to the above will be to construct two paired systems as one system but phased. In this case, the irdtial phase would consist of: 2 - Lax-amie-Fox Hills wells 1 - 20,000 gallon storage tank 1 - 60 gpm Booster Station 4" Distribution Mains 04/17/95 11:52 WRC ENGINEERING, INC. 952226 TX/RX NO.0567 P.002 ■ WELD COUNTY URBAN GROWTHBOUNDARY MAP .ELDn-Am�V a COSTING NOTRPORATED AREAS ,IN.,, OOtMMICI MIN n SD S. 04S low -_ T. , , sots i its' II.. II anon= IMMIIIIIIIIIIIIIIIIIIIIIIIIIIIIMI 1 I nnuvaa IInnIMIMIpa nnm�IIISw��i CIILREST ■nwnmierannim�inituninniMTAS� )_411 _ MINIM iiiuIIIi%U I ; SITE 'nn• o liiiI - ■" taNESSURG nuns -IDER,cx �l. , itom nlii� II B FARMLANDS OF NATIONAL IMPORTANCE PRIME (IRRIGATED) FARMLANDS OF STATEWIDE IMPORTANCE IRRIGATED LAND (NOT PRIME) HIGH POTENTIAL DRY CROPLAND - PRIME IF THEY BECOME IRRIGATED OTHER CATEGORIES f PRIME IF THEY BECOME IRRIGATED URBAN AND URBAN BUILD-UP LAND WATER OTHER LAND 952226 UNITED STATES Natural Resource 60 S. 27th Avenue DEPARTMENT OF Conservation Brighton, CO 80601 AGRICULTURE Service Phone: 659-7004 March 20, 1995 Mr. Keith Shuett Weld County Planning Department 1400 N. 17th Avenue Greeley, CO 80631 Dear Mr. Shuett: R.eguarding the soils in the SW4, SE4NW4 of Section 12 -1N - 66W, none of the soils in this area are considered Prime Farmland. The soil #44 of the Southern Weld County Soil Survey is only shown on the Prime and Important Farmland map in 'Other Categories' as Prime if they become irrigated. This means that the land is not being cropped or farmed and does not have a water supply. Therefore it is not considered Prime Farmland. The soil #44 is a class IIIe when irrigated. Only class I and II soils are certainly Prime and class III soils are probably not prime. As indicated on our list of Potential Prime Farmland this soil is not considered as Potential Prime Farmland. As stated above, this land is not cropland, does not have a water supply and therefore cannot be considered as Prime Farmland. If you have any quuestions, please feel free to give our office a call. Sincerely, nom... _t Carolyn L. Rogers Soil Conservation Technician OetA4dtt,-- f-/- /7- 9 952226 January 27, 1995 Department of Planning Services Weld county Administration Offices 1 400 N. 17TH Avenue Greeley, Colorado 80;1 RE Martin Brothers Partnership CASE 1t 3CH-1.3 To whom it may concern: Mr. Martin has asked the Fort Lupton Fire Protection District Board for a variance in response to our request for this sub- division to have an approved water supply under the requirements of the 1991 Uniform Fire Code. Mr. Martin has submitted to the District Board a proposal n -f the new home owners to install residential sprinklers in each home purchased in this subdivision. The Fort Lupton Fire Protection District:. Hoard has accepted this proposal with the following stipulations. t. All homeowners sign an agreement in the form of a covenant provided by Mr. Martin or a homeowners association to cover the installation Q: rnainl_ance of the residential sprinkler system. 2. All residential sprinkler systems to be installed by a state certified sprinkler company. 3. The residential sprinkler system shall be installed under NF PA 13D standards. 4. The proposed installation of the seven - 10,000 gallon water tanks have fill valves installed capable of filling any of our tanker trucks 24 hours a day, 7 days a week, 365 clays a year. Sincerely, Larry Richardson Fire Marshal 952226 STATE OF COLORADO. COLORADO GEOLOGICAL SURVEY Division of Minerals and Geology Department of Natural Resources 1313 Sherman Street, Room 715 Denver, Colorado 80203 Phone (303) 866-2611 FAX (303) 866-2461 Li) k 199+ June 29; 1994 Mr. Greg Thompson, Current Planner Weld County Department of Planning Services 1400 North 17th Avenue Greeley, Colorado 80631 WE -94-0025 DEPARTMENT OF NATURAL RESOURCES Roy Romer Governor lames S. Lochhead Executive Director Michael B. Long Division Director Vicki Cowart State Geologist and Director Re: Proposed Martin Estates Subdivision -- Vic. Intersection of C.R. 12 and C.R. 35 Weld County Dear Mr. Thompson: At your request and in accordance with S.B. 35 (1972), we have reviewed the materials submitted for and made a field inspection of the site of the proposed residential subdivision referenced above. The following comments summarize our findings. (1) We concur completely with all of the findings and recomendations made in the submitted report by Judith L. Hamilton, P.E. Especially relevant are her concerns that every building site have a soils and foundation investigation prepared by a qualified soils and foundation engineer. In addition, we strongly concur that some monitoring of the ground- water quality in the vicinity should be done. The possibility that leakage from the waste- water disposal ponds has occurred or is occurring should be verified and corrective action, if any is necessary, should be taken. (2) The topography of the site is indicative of the wind -deposited materials which immediately underlie it. Because of this, there are several deflation basins (closed depressions formed by wind eddies which remove sand and silt) on the parcel. These could present drainage problems during heavy precipitation events and, depending on exactly how lots are laid out and where improvements are to be placed, some or all of the site may need to be regraded. For this reason, the proponent should consult with a drainage engineer before finalizing a plat. 952226 Mr. Greg Thompson June 29, 1994 Page 2 If the recommendations made above and those in Ms. Hamilton's report are followed and made conditions of approval of this subdivision, then we have no geology -related objection to it. Sincerely i21. Jes M. Soule Engineering Geologist 952226 fto Wine COLORADO August 29, 1994 John Martin 147 S. Denver Avenue Ft. Lupton, CO 80621 Dear John: DEPARTMENT OF ROAD AND BRIDGE PHONE (303) 356-4000 P.O. BOX 758 GREELEY, COLORADO 80632 This letter is to document that all the road work required in the Martin Brothers PUD has been completed. The subdivision file indicates I made the inspection in November of 1987 and the work was completed at that time. In accordance with our current policy, Weld County is not maintaining the roads at this time. If you need further information, please contact me. Sincerely, Drew Scheltinga County Engineer DS/fc:martin cc: Commissioner Kirkmeyer Planning Referral File: Martin Brothers PUD 952226 WILL) ( ;NTY ROAD ACCESS INFORMATIO1 .clEET a- Weld County Public Works Department Date: 4/7/95 933 North 1 lth Ave. P.O. Box 758 Greeley, CO 80632 (303)356-4000 EXT. 3750 1. Applicant Name John T. Martin Phone 303-857-4800 Address 147 S. Denver Ave City Ft. Lupton State CO Zip 80671 2. Address or location of access _ Section 12 Subdivision Block Weld County Road # 3 5 Side of Road E N S E or W Distance from & number of intersecting road Adjacent Weld Co Rd. 35 Township 1 N Range 66 W Lot 3. Is there an existing access to the property? Yes X No_ # of accesses 2 *********************************************************************************** 4. Site Sketch See Attached Plat ********************************************************************************** OFFICE USE ONLY Road ADT Date Accidents Date Road ADT Date Accidents Date 5. Proposed use: ❑ Permanent O Residential/Agricultural O Industrial ❑ Temporary O Commercial O Subdivision ❑ Other ********************************************************************************** Drainage Requirement Culvert Size Length Other Comments O Installation authorized O Information Insufficient Special Conditions Reviewed by: Title: 952226 ENGINEERING GEOLOGIC CONDITIONS MARTIN BROTHERS PUD 195 ACRES IN A PORTION OF THE W 1/2 SECTION 12, T 1N, R66 W WELD COUNTY, COLORADO June 3, 1994 Judith L. Hamilton Consulting Geologist and Engineer 2220 Julian Street Denver, Colorado 80211 (303) 477-6610 952226 INTRODUCTION At the request of Mr. William Childs, I studied engineering geologic conditions on the 195 -acre Martin Brothers PUD property comprising part of the W 1/2 of Section 12, TIN, R66W, Weld County, Colorado. The purpose of my investigations was to determine the geologic and geohydrologic conditions on the property which might affect the proposed development. I understand that a planned unit development of 34 lots, each approximately 5 acres in size, is planned, with individual wells and sewage disposal systems. CONCLUSIONS 1. The site is suitable for the proposed development from a geologic and hydrogeologic standpoint provided adequate assurances can be obtained that contamination from the Weld County Waste Disposal facilities located north of the property will not adversely affect the property. 2. It is strongly recommended that individual soils investigations be made at the location of each proposed structure, and that foundations be designed by a qualified soils engineer to take site - specific conditions. 3. Percolation rates are likely to be high to very high due to the very sandy nature of the uppermost soils. To minimize potential for contamination, adequate distance should be maintained between leaching fields and well, and wells should be adequately sealed to 952226 prevent inflow of surface water and shallow ground water. Individual percolation tests should be conducted at each building site to provide information for proposed design of the system. 4. Shallow ground water levels are expected to be well below basement depth. However, locally where seepage occurs from the Speer Canal or from the waste disposal pond, or where perched water occurs on clay layers, water levels may be higher. Borings for foundation investigations should be utilized for water level measurements, and if ground water levels are less than 10 feet below ground surface adequate peripheral drainage should be provided where basements are planned. DESCRIPTION OF THE SITE The property is located on the east side of Weld County Road 35 north of what would be County Road 10. The Speer Canal runs along the east property boundary. The canal is about 15-20 feet wide with banks about 3-6 feet high. The canal was dry at the time of my investigation May 30. However, water had been running recently as evidenced by ripples in the sand bottom of the creek, wet material in side of the canal, and isolated ponded water. The land is rolling, with elevations ranging from about 5030 feet at the northeast corner of the property to about 5100 feet near the southwestern corner. The land is presently pasture; however, there are indications that part of the property has supported crops in the past. Vegetation is primarily sparse grasses, weeds, and sage. The only trees are a few cottonwoods along the canal near 952226 its northern limit on the property and some willows in a pond just north of the canal in this area. A small check dam is located on the canal at this point. There is a culvert about 2 feet in diameter leading to the pond, but it does not appear to extend to the canal. The Sunny Acres subdivision lies to the southeast of the property. A number of houses are located in the subdivision. Martin Brothers PUD, amended plat, abuts the property to the east. Several houses have recently been built in this area. The Weld County Waste Disposal facility is located just north of the property. Several storage tanks and a disposal pond are connected with this facility. SOILS AND GEOLOGY Soils on the property have been mapped by Crabb of the Soil Conservation Service as Olney loamy sand 1-3% slopes in the north - central part, Valent sand 3-9% slopes in the south-western portion, and Vona loamy sand 0-3%, 3-5% and 5-9% slopes in the remaining areas (see Figure 1). Characteristics of the soil groups are shown on Table 1. Engineering properties are given on Table 2, and physical and chemical properties are given on Table 3. Limitations of the soil groups for construction and development are given on Table 4. These tables are given as general guidelines only, and should not be substituted for individual, on -site investigations. Soister maps the property as loess in the northeastern part and 3 952226 eolian sand in the southwestern portion, with the underlying bedrock Dawson formation (see Figure 2). The Dawson more recently has been subdivided, and is now defined as Arapahoe formation in this area. Road cuts 1-2 feet high along County Road 35 just north of the property form vertical banks typical of loess. Well logs in the area indicate the depth to bedrock ranges from about 40 feet to more than 60 feet. The well logs indicate the surficial material is composed primarily of sand or sand and clay int he upper part, underlain by clay interbedded with sand and gravel. Based on the well logs, bedrock is expected to be at considerable depth below the surface on the property, and will not affect the property except in relation to water supply. SHALLOW GROUND WATER Shallow ground water is not expected to be a problem in the majority of the property. However, locally ground water levels may be high due to seepage from the Speer canal or from lawn irrigation and septic tank leacheate ponding on clay layers. The sandy bottom of the Speer Canal would contribute to leakage, particularly when wter level in the canal is high. If ground water levels less than 10 feet deep are encountered at a building site, it is recommended that either no basement be constructed, or that a peripheral drain with positive drainage be provided. 4 952226 SWELLING SOIL POTENTIAL Hart maps the property as windblown sand and silt, generally non - swelling. Table 2 indicates the soils are non -plastic except for some of the clay layers in the Olney soil. It is unlikely that there will be problems with swelling soil on the property, however as a precautionary measure and also to provide information for optimum foundation design, it is highly recommended that soil borings be made at each structure location and that the information be reviewed by a qualified soils engineer SEWAGE DISPOSAL Permeability rates in all soils on the property are described by the Soil Conservation Service report by Crabb as moderate to rapid. The major anticipated problem with leaching fields would be too high a percolation rate. Because of the relatively large depth to bedrock indicated by well logs, potential for contamination of alluvial ground water from leaching fields is expected to be minimal. However, if local high ground water is encountered, contaminants from the leachate could migrate laterally and seep into improperly constructed or shallow wells. A test boring at least 10 feet deep should be made at the location of each proposed leaching field, along with the usual percolation test holes. If a clay layer or ground water is encountered within this depth a new leaching field site should be chosen. With lots approximately 5 acres in size it is anticipated that a suitable leaching field site can be located on each lot. 5 952226 CONTAMINATION POTENTIAL The Weld County Waste Disposal Facility, a county -approved disposal site for oil operation wastes and water treatment, is located just north of the property. Wastes from several oil wells in the vicinity are treated at this facility. Weld County Health Department personnel report that water quality analyses from monitoring holes at the facility indicate the pond liners are failing and there is a possibility of contaminated ground water in the area, but that the contamination is limited to the surficial aquifer. The facility has been cited by the Colorado Department of Health for accepting hazardous wastes. I understand that the State Attorney General is trying to work out a remediation agreement with the operator. It is strongly advised that monitoring wells be installed on the property just south of the north property line and near the west property line of the SE1/4 NW1/4. Water quality should be monitored on a quarterly basis. If contaminants are found, treatment facilities should be installed to minimize potential for migration of contamination further onto the property. If water supply wells are limited_ to the deeper aquifers and wells are properly constructed, there is very limited potential for contamination of the water supplies for the property. However, drilling in contaminated zones could introduce contamination to i lower zones. If contamination is found on the property, adequate measures to prevent migration of contamination should be taken when 6 952226 water wells are drilled in the vicinity of the contamination. RADON GAS Although there are no overt indications of radon gas -producing materials on the property, as a precautionary measure it is advisable to test basements, crawl spaces and other unvented enclosed spaces for the presence of radon. If radon gas is detected, adequate venting of the space will be necessary to minimize health hazard potential. MINERAL RESOURCES Coal. Coal is found in the Laramie formation underlying the site, however, electric logs int he vicinity indicate that coals are generally only a few feet thick and are at depths of greater than 600 feet. In my opinion, it would not be economic in the foreseeable future to mine this coal. The map of Coal Bed Methane Resources of Colorado by Carol M. Tremaine (Map Series 19, 1984) indicates that methane potential in the area is low (0-100 cf gas/ton coal). Oil and Gas. No oil or gas wells are located on the property. Three tests holes were drilled in the NW1/4SW1/4 and SW1/4SW1/4 of 7 952226 Section 12, but they were dry and were plugged and abandoned. Several operating wells are located within one mile of the property. If is not known at present whether economic amounts of oil or gas underlie the property, but in light of the number of dry holes the potential appears limited. Sand, Gravel and Quarry Aggregate. Schowchow et al. map the property as containing eolian sand; however, the Soil Conservation studies indicate the sand is only fair to poor in quality. Well logs indicate some gravel exists; however, it is generally in layers only a few feet thick and the overburden: thickness ratio is high. The SCS describes the shallow soils as unsuitable as a gravel source. In my opinion no economic deposits of sand, gravel or quarry aggregate exist on the property. OTHER GEOLOGIC CONSIDERATIONS No other geologic conditions which would adversely affect the proposed development are known to exist on the property. WATER SUPPLY Many of the houses in the area are supplied from alluvial wells less than 100 feet deep; however, until the potential for contamination of shallow ground water from the Weld County Waste Disposal facility is mitigated, it is not recommended that shallow wells be constructed. Water is available in the underlying 8 952226 Arapahoe and Laramie -Fox Hills aquifers. Respectfully submitted,0."'C"y""ip E's)\ E®icMre'� �jt+ 1 9405 Judith L. Hamilton, P.E.J-Ak r;:; s Professional Geologist F C01Ov. ... M/np June 3, 1994 9 952225 EXPLANATION Property boundary Q1 Loess Qes Eolian sand Kdw Dawson formation LOCATION AND GEOLOGIC MAP 195 -ACRE SITE, W 1/2 SECTION 12, T1N, R66W WELD COUNTY, COLORADO Source: Soister, 1965 FIGURE 1 10 952226 MARTIN BROTHERS ESTA . ES ZONE CHANGE AGRICULTURAL TO E (ESTATE) DISTRICT W N 0 D E S 5c st.s: 1st 400' N.1/4.J. Cat. 5.e'14 Cot. 96c. 12, 1.IIJ. 509°5t.o5e- 1313.93' ZONING CASE NO.: in CURRENT ZONE aCLASSIFICATION: O I� 4 di 1 REQUESTED ZONE CLASSIFICATION: 5 G9°g7.(2°E 1317.1$' N K' M rJ oo ° 22 '5o'E } 2 0 U a N r 4 N 01 0 72. 1J.•.J. Got. 4...J.'/4 ,6 c.12 L 1.66433 Lot S.e'/4 ,l.wl.V4 \A,E<.% 4.knJ. /4 \ abaci i2 z \ -r I,J., e.440-1. 1,4 \ )0S...1. Coe. 5.04 tSc.. 12, T. 44.1 ¢.1,1,.`„J. \ X89°571' 1-�•ttw l.rw °1.�.J.44 Cowi-rs1,Jg 19lf.472 &css5 Hoes og. IA*. (L-JGLuoiwG Geo &..o OITLFI Q.O. .) I/4 , 604, 12 /1) PLO/0460 So R.D.y..J, S_,m L as 5.w Y4 I- 4 w 372. III 0 0 0 e.1/4Cot. ec. %t lce4•44J 0 m CV 54tH°4512 'E 3t4..13'? 529°3i59 E 232.41' S I' S/ .1... Got. Sec. It T u., e. i.J....% DATE OF DRAWING: MAY I-7,1994 1.189°58'45"w' —2-04P,.tp \ELO Covw-ry Rosa tJo. Jo 5'/4 Got.,Sec.l2 SHEET I OF. I 34t 89°584e,.1 MARTIN BROTHERS ESTATES ZONE CHANGE AGRICULTURAL TO E (ESTATE) DISTRICT LEGAL DESCRIPTION: THE SOUTH ONE-HALF OF THE NORTHWEST ONE -QUARTER AND THE SOUTHWEST ONE -QUARTER OF SECTION /2, TOWNSHIP I NORTH( RANGE 66 WEST OF THE 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO, EXCEPT.. THE SOUTHWEST ONE - OF THE NORTHWEST ONE -QUARTER OF SAID SECTION /2• AND EXCEPT; MARTIN BROTHERS PLANNED UNIT DEVELOPMENT AMENDED. CONTAINS 195.472 ACRES MORE OR LESS. CERTIFICATE Old SURVEY: I HEREBY CERTIFY THAT THE MAP SHOWN HEREON WAS MADE_(R MY DIRECTION AND IS ACCURATELY SHOWN ON THIS PLAT TC4. KNOWLEDGE AND BELEF. 2 / 73 tt L6= p:i_ ANY W. SAYER • S I REG. P.L.S. NO. 6973 �E"•. .•SJQ PLANNING COMMISSIONERS CERTIFICATE. �g9ili L1:;', illinimittO THIS IS TO CERTFY THAT THE WELD COUNTY PLANNING COMMISSION ma APPROVED AND DOES HEREBY RECOMMEND TO THE BOARD OF COMMISSIONERS, WELD COUNTY, COLORADO, FOR THEIR CONFIRMATION( APPROVAL AND ADOPTION OF THIS ZONE CHANGE AS SHOWN HEREON AND DESCRIBED THIS _DAY OF 1994. CHAIRMAN, PLANNING COMMISSION BOARD OF COUNTY COMMISSIONERS CERTIFICATION. THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS MELD COUNTY, COLORADO, DO HEREBY CONFIRMS APPROVE AND ADOPT TANS ZONE CHANGE AND REGULATIONS THIS DAY OF .1994. ATTEST: BY: COUNTY CLERK DEPUTY CHAIRMAN, BOARD OF COUNTY COMMISSIONERS RECORDED - DATE: COUNTY CLERK MO RECORDER CERTIFICATE: THIS PLAT WAS FILED FOR AND RECORDER OF WELD COUNTY, COLORADO AT THE COUNTY OR CL THE DAY OF __ , A.0,1994. RECEPTION NO.: COUNTY CLERK AND RECORDER 952226 DATE OF DRAWING: MAY 17, 1994 SHEET 2 OF 2 Hello