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HomeMy WebLinkAboutpitkin.eh.264309101009 (2005)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System .etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. Ll Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070/FAX 970-920-5077 Permit # 04095 Parcel ID # 2643-091-01-009 Type of permit New(X) Repair( ) Addition/Remodel to House( ) Name of Owner Richard Carr Street Address 0660 Chaparral Drive Property legal description Lot 9, Chaparral Subdivision Size of lot 37.918 acres Total square footage of the house Water source Private Well # of bedrooms in house Caretaker unit # of bedrooms in caretaker unit 5 # of offices, lofts & similar sized rooms in house Designed for what # rooms (list) Designed by All Service Bunkroom =2 BR Total square footage of the caretaker unit 700 1 # of offices, lofts & similar sized rooms in caretaker unit Main residence 5+2 for bunkroom; 2 BR Historic Cabin; 1 BR CDU/Garage/Office Permit information Mailing Address PO Box 5844, Glenwood Springs, CO 81602 Perc rate 80 mpi Profile hole depth 8 ft Depth to groundwater or bedrock Minimum Septic tank capacity 5384 gallons Minimum Absorption area Comments <8ft sf based on LTAR Septic permit approved per compliance with the engineer design and specifications dated November 15, 2004. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Design is based on using an Advantex AX -100 due to the clay soils, using an application rate of 0.30 gal/sf/day, and to reduce the setback requirement from the well. See design for septic tank capacity requirements. The treatment field is 14,400 sf of irrigation drain field in four beds. Beds must have a minimum depth of 12 inches and a maximum depth of 30inches. There is a minimum separation distance of 10 It between the beds. Maintenance requirements for the system are stated in the engineer design. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. 'Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: 4etyu l Date: Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Instal r.,.. Final app val: Y dA& -!3 Date: _7 DWI 05 A-mv_6 5 9 {,te lCy Nn CO y ( 0 H L L POBW� SEflYII �� �oe'�z June 28, 2005 Don Barr C/o Richard Carr 22 Crown Mountain Drive Basalt, CO 81621 Installation Observation, Proposed Carr Residence Lot 9, Chaparral Ranch Pitkin County, Colorado Don, 0 Project No. 1035 REC'aIVED JUL 01 2005 PITKIN COUNTY ENVIRONMENTAL HEALTH ALL SERVICE sytic, LLC performed installation observations on April 28's, May 0, 101, and 11', and June I" and 8 , 2005 for the subject property. The installation included two 3000 -gallon, single -compartment precast concrete septic tanks, followed by one 3000 gallon, two-compartment concrete recirculation tank with recirculation pump and splitter valve, followed by one 2000 gallon pumping tank, with a BiotubeTM pump vault. 14,400 square feet of drip irrigation drain field was installed in twenty 8' by 90' sections. Distribution valves were installed to direct effluent to the drain field. An AX -100 AdvantexTM unit was installed as indicated on the as -built drawing. The well is 125+ feet from drain field. The septic tanks were upgraded to 3000 -gallon tanks since the 2000 -gallon Copeland septic tanks were not available at that time. ALL SERVICE septic, LLC should be contacted when sewer lines are connected to proposed structures to verify installation. All other components have been installed. The OWS was installed according to specifications. Don Barr may activate OWS pumping system at his discretion. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. Please call with questions. Sincerely, ALL SERVICE septic, LLC ,tnrL Timothy R. Petz 2 copies sent a AS -BUILT DRAWING VALVES (5 TOTAL) DRAIN FIELD TOTAL AREA = 14,400 SF LINEAL FEET OF LATERALS = 7,200 FT Tax VaT 2' PUMP LINE r 0 14,400 SF OF DRIP IRRIGATION DRAIN FIELD IN 4 SEPARATE BEDS TOTAL BEDS = 4 EACH BED = 5 SECTIONS EACH SECTION = 8 FEET X 90 FEET TOTAL =20 SECTIONS LOT 9, CHAPARRAL RANCH ALL PRO NO. 1035 PITKIN COUNTY, COLORADO SERVICE SEPTIC, LLC AS -BUILT CARR RESIDENCE 970-618-5033 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPANTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER ic+i A R Owner's Mailing Address . D. BO C, 12 7 '2/6 SIJ OUJMA 10A5 t- /-It�T- City, State. Zip Business Phone: Home Phone: I U 78 73 /L Z E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name — S 7— Com an Company e5q/Z , Contact MailingAddress a 2O W til Ci , State, Zi � 3` /.34-"4-(,i O $ Business Phone : %D 7a -3 %O U Cell Phone: 5? - / /O O Fax: 9a 12 - 5/d S S E-mail Address: %a5;- Co.y Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.org ) Building Permit # (if available) Street address of property O (a Legal Description: Lot Cl ,Block 3 D 2� Filing ,Subdivision Size of lot: 37 , i 18 acres. Type of proposed structure: /L i J 85/5/ SF Total square feet of house 6�0o0 IIS/yi # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached( X ) Permit is for: New Home (X) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( x) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, Floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of applicant Received by ; ono` ?6L Receipt # G:Vsds\isds applicusdsapp rev072904.doc Date r- 1 99 Date D-Z,T-2Oa/�,e� Tim Petz, 06:49 AM 6/15/20016 Carr Residence . Page 1 of 1 auth-sender: timpetz@mail2tim.com thread -index: AcVxsRZgXRCh6Q8zS40ctOs7lOehaw= Thread -Topic: Carr Residence From: "Tim Petz" <timpetz@mail2tim.com> To: <carlab@ci.aspen.co.us>, <nancym@ci.aspen.co.us> Subject: Carr Residence Date: Wed, 15 Jun 2005 06:49:44 -0700 X -Mailer: Microsoft CDO for Exchange 2000 Importance: normal Priority: normal X-OriginalArrivalTime: 15 Jun 2005 13:49:46.0088 (UTC) FILETIME=[l71D6680:O1C571B1] X -Spam: [F=0.0008381695; B=0.500(0); BMI=0.500(none); S=0.010(2005051801); MH=0.500 (2005061501); R=0.076(sl60/n1930); SC=none] X -MAIL -FROM: <timpetz@mail2tim.com> X -SOURCE -IP: [66.28.189.48] X-MailScanner-Information: Please contact the ISP for more information X-MailScanner: Found to be clean These guys are all plumbed for the AX -100. It is a good job. Some pipes need to be bedded before backfill, and filter handles to be extended. I wanted to give you guys a heads up due to it being uncovered. Tim R Petz ALL SERVICE septic, LLC Onsite Wastewater Systems 970-618-5033 303-908-7823 S Printed for Carla Block <carlab@ci.aspen.co.us> 6/15/2005 Page 1 of 2 auth-sender: timpetz@mail2tim.com thread -index: AcTPGrD1U7k9mn73RK2Cct08+m0WFA= Thread -Topic: Carr - Chaparral From: "Tim Petz" <timpetz@mail2tim.com> To: <nancym@ci.aspen.co.us> Subject: Re: Carr - Chaparral Date: Sat, 20 Nov 2004 08:05:01 -0800 X -Mailer: Microsoft CDO for Exchange 2000 Importance: normal Priority: normal X-OriginalArrivalTime: 20 Nov 2004 16:05:02.0872 (UTC) FILETIME=[B1961980:01C4CF1A] X -Spam: exempt X -MAIL -FROM: <timpetz@mail2tim.com> X -SOURCE -IP: [66.28.189.219] X-MailScanner-Information: Please contact the ISP for more information X-MailScanner: Found to be clean Morning! Carr Res. The tanks have to be oversized to accomodate the recirculation process. Thanks for all of your time on this. >Tim R Petz ALL SERVICE septic, LLC Onsite Wastewater Systems 970-618-5033 303-908-7823 <----Original Message-----> >From: Nancy MacKenzie >Sent: 11/19/2004 3:43:07 PM >To: timpetz@mail2tim.com >Subject: Re: Carr - Chaparral >Tim, >I issued the septic. I have a question on the tank sizing. I think you used >a larger factor than 1.25 for the sizing. Check your formula. Let me know >if I'm wrong. I did it the old fashion way, a calculator, (and fingers & >toes..) >Nancy MacKenzie >Pitkin County Environmental Health >Senior Environmental Health Specialist >0405 Castle Ck Rd, Suite 10 >Aspen, CO 81611 file://C:\DOCUME-1\NANCYM—I.ASP\LOCALS—I\Temp\eudC.htm 11/22/2004 0 01r SEBYICfmnew -NM November 15, 2004 The Old Vicarage, Attn: Richard Carr, C/o Don Barr Snitterfield Road Bearley Warwickshire CV37 OSR United Kingdom 0 Project No. 1035 Subject: Subsurface Investigation and Revised Onsite Wastewater System Design Proposed Carr Residence Lot 9, Chaparral Ranch Pitkin County, Colorado Mr. Carr, As requested, ALL SERVICE septic, LLC has prepared a revised onsite wastewater system (OWS) design for the proposed residence. Previous OWS designs for this residence should be discarded to avoid confusion. Subsurface conditions were investigated October 20, 2004. SITE CONDITIONS AND PROPOSED CONSTRUCTION The site is in a residential development near Woody Creek Colorado, where OWS and wells are necessary. The drain field area slopes 8% to the southwest. Ground cover consists of native grasses. A 7 -bedroom, single-family residence having over 6000 square feet SF of living area, a one -bedroom cabin, and a one -bedroom caretaker is proposed in the area indicated on Figure 1. There is an employee bathroom located on the exterior of the caretaker/garage that will be included in OWS design. The proposed cabin has 991 SF of living area and will be considered a two-bedroom cabin. There is an office beneath the one -bedroom caretaker unit, which will be used by the homeowner. This structure will be sized based on only 100 gallons per day per person (GPD). In accordance with the Individual Sewage Disposal System (ISDS) regulations, the sewage load for the proposed structures is 2410 gallons per day (GPD). The total peak sewage loading is 4218 GPD using a 1.75 peaking factor. If the owner is anticipating finishing of additional bedrooms in unfinished areas, we recommend the OWS be constructed to handle the additional loading. The installation of a properly sized OWS to serve future build -out can be cost effective. ALL SERVICE Septic, LLC should be contacted to revise this design, if additional bedrooms are proposed. G, • • Revised OWS Design Project No. 1035 November 15, 2004 Page 2 SUBSURFACE Subsurface conditions were investigated by digging a profile hole and four percolation holes at the locations indicated on Figure 1. Subsurface conditions at Profile 1 consist of 1 foot of topsoil, underlain by sandy clay to the maximum depth explored of 8 feet. Free water was not encountered in Profile 1. Percolation test results indicate percolation rates from 40 minutes per inch (MPI) to 160 MPI and an average percolation rate of 80 MPI. DESIGN SPECIFICATIONS The OWS design is based on average sewage load of 2410 GPD and an application rate of 0.30 gallons per square foot (SF) per day. The installation must include a 2500 -gallon, single - compartment, precast concrete septic tank, followed by a 2500 -gallon, single -compartment precast concrete septic tank, followed by a 2500 -gallon recirculation tank and an Advantex Tm 100 unit. A 2000 -gallon concrete pump chamber is required with a pump in a Biotube® vault to dose the proposed drain field. Twenty 8 -foot by 90 -foot sections of drip irrigation field must be installed for a total area of 14,400 SF. Distribution valves must be used to distribute effluent to the drain field. The OWS should be constructed similar to plans proveded. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin -County Health Department, and this design. The surface of the field must be seeded after installation of the system to minimize erosion and provide vegetation transpiration. A native seed mix should be used. The seed mixes should not require irrigation. Do not irrigate over drain field. Based on geological conditions, the use of AdvantexTM units, and evaluation of risk of contamination of surface water and ground water, it is not necessary to add 8 feet additional distance for each 100 gallons of wastewater flow over 1000 gallons per day as specified in the table to prevent contamination. The 125 -foot separation between the proposed absorption area and the well, and the 25 -foot separation distance between irrigation ditches and the drain field, is appropriate to prevent contamination. INSTALLATION OBSERVATIONS The installation of the OWS is to be observed by the ALL SERVICE septic, LLC and the county. An observation is required prior to backfill. At that time, the septic tank is to be installed with risers on the tank, and inlet and outlet connections properly bedded. The drain field is to be ready for backfill with all pipes in place. Other components such as distribution valves, effluent filters or pumping systems, as applicable, will be observed at that time. The installation observations will be invoiced separately and are not included in design fees. • • Revised OWS Design Project No. 1035 November 15, 2004 Page 3 OPERATION INFORMATION AND MAINTENANCE A maintenance contract will be provided by the installer of the AdvantexTm units, and will extend for 2 years. After 2 years the contract may be renewed or the homeowner is responsible for maintaining the system. The homeowner should pump the septic tank every two years and clean filters as needed. Loading from a water softener should not be discharged into the OWS. Livestock and automobile traffic should be kept off the drain field at all times. No landscaping or plastic should be used over the drain field that will reduce the performance of the drain field. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for residence waste only. The drain field should not be irrigated. LIMITS: A low-pressure drip irrigation system requires installation by a contractor who is experienced in its installation. If conditions different from those described in this report are encountered, we should be called to observe the conditions. Pipe type and size, burial requirements, septic tank construction, and other specifications that are not depicted in our report are to conform to the requirements of the ISDS regulations. The installer of the system is to be approved by the county health department, and is to have demonstrated knowledge of the ISDS regulations and requirements. If there are questions please call. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 3 copies sent to Don Barr with Barr Construction. 9 /b SITEAN AND LOCATION OF PERCOLATION HOLES SCALE I" = 100' NORTH X600 LOT 9, CHAPARRAL RANCH ALL SERVICE SEPTIC, LLC PRO. NO. 1035 PITKIN COUNTY, COLORADO 970-618-5033 FIGURE I Effluent Pumping System - 2000 -Gallon, Single -Compartment Fiberglass or concrete riser Slope Ground / Away from Riser I Inlet Tee Liquid Level p Patents J 4,439,323 & 5,492,635 Foreign Patents Pending © 2002, Orenco Systems, Inc. PVC Riser with Gramme (bond to lank adapter recommended adhesive) Fiberglass Gasketed Lid Stainless Steel Bolls Conduit to Control Panel Conduit Seal Tank Adapter (cost or bolted) —PVC Splice Box with Cord Grips —Discharge Assembly —Flexible Hose Effluent Discharge Level Control Float Assembly Check Valve (optional) Vault Inlet Ports Drenco Effluent Pump Filter Cartridge Drain Port Biotube® Pump Voull �� Orenco Systems® Incorporeled 814 AIRWAY AVENUE 5l1THERUN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACWLE: (541) 459-2884 Project No. 1035 • PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1035 PROFILE PIT Date of Test: 10-20-04 0-11 Topsoil, Root Zone, Sandy 1'- 8' Clay, Sandy, Stiff, Moist, Red/Brown /a rvo urounowater or tsearocK was tncounterea Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min.(n.) MPI (in.) (in.) 1 34 20 3.25 4.50 1.25 20 4.50 5.00 0.50 20 5.00 5.25 0.25 20 5.25 5.38 0.13 20 5.38 5.63 0.25 20 5.63 5.75 0.13 160 2 31 20 4.00 4.75 0.75 20 4.75 5.50 0.75 20 5.50 6.00 0.50 40 20 6.00 7.00 1.00 20 7.00 7.75 0.75 20 7.75 8.50 0.75 3 29 20 7.00 8.50 1.50 20 8.50 9.50 1.00 20 9.50 10.75 1.25 20 10.75 11.25 0.50 40 20 6.25 7.00 0.75 20 7.00 7.75 0.75 4 38 20 3.00 4.00 1.00 20 4.00 4.50 0.50 20 4.50 5.25 0.75 20 5.25 6.00 0.75 20 6.00 6.25 0.25 20 6.25 6.50 0.25 80 AVERAGE = 80 MPI /a 10/27/2004 WED 19:19 FAX 970 927 4055 BARR CONST Z001 Oct 27 04 06:25p R;n Samuelson 9747-9448 p.1 OcIVbW 27, 2004 Barr Conshuc(wu 22 Crown Mountain Dr. Basalt, Co. 81621 A17N- Don On 10!27/04' a well test was conducted on a well on Lot 9 of the Chaparral Chaparral Dr - The following information was obtained, Ranch 0660 Well Casing S, 370'4r (7z Tow Tom! teat DrYwdowc to — ~ — 3 Hmu3 Ptoductims, is 18W-4 W > _ 15 GPM This coo6wmw 1697 in 94i-6309 YOLL� have aaj aed bre Oo pleax tall me, Rim Sama�,Mn at 970- Sincerely, Reran F Samuelson Samuelson pump Co. P.O. Bou 297 . Glenwood Springs, CO 81602 • (970) 945.6309 • Fox (970) 947-9448 Wate: S/stems h Series: Service A instciiaticn 13 10/27/2004 WED 02:21 FAX 970 927 4055 BARR CONST z 001 Oct. 27 04 10:59a Rn Samuelson 97n -q47-9449 P-2 FROM : SNDWPSS U 5 W PHONE NO. : 9709236271 iw Oct. 24 2004 01:20W P1 1<( STAWARDl TERJOLOGKAL WATCR TIM Arpl.sh:rur Non 1% wOYnA!\f DA COT r +.wnlAAgY J�n7r�' WTIlr 'J P-0. SOX 37 %hWV AAXSWLIJn P-0. SOX ]r lYOMWafl vRUOE CO !tiff h 7 M/Pis aPw..lr.�.• n.t// RElIJLrs _ 'ODuI[lraa�i..t f b"'M TAIEw: M ���.'.••-SI. .. .. M. M-Ao-raw �''/O t:w-ftP v J&WI ,el p -R// cwiroa+ _ eoM.r+ RIA.:• aA1,Rtq �_cntomte �TamuMQa,NfA. ( )COMMUMITv I'OPPLY i IROIJEYEE DKTMJlIJDN SvlTEYHIIPPCY- 'iRMMMaEarli .' I:LYDNCOwlJNrrr t ()GMvC;KzASru 1 ).OROCE]fwATER ... . 1 )OTMER PuSLC •. pkmW„ ()OROLIAO 11 4-WAC6 •..Wl M T"• ENT E: Pv1rvA1E 1 1 GPECIAI'nWow $AMPLE f . .'+tQr{',I�LI M/MWrMY6MpT i\R�IRR•TZYr\C WI)L6wC`(J[I!D SESylfa 4R4TflrJi�YOYE FDLIFOIPP REMMAs:- it rtP NPrF�oK.LTEatWebTu�YPEwRM � .l. i ..e IKiURN 10 /- M G e EiNW.YRWr6wATRFM�DiRea - . •. .ADOItFSS• _ - '. - _ W TM �ECE SEE lEVERSE IM EWE. U MATQ"Sw CwO Uli1ElKipMC�Yp O[itYrtw,li, - DAR Is' 20 �v �t rOE 11L]LL _w+ear 1<( 10/18/2004 05:08 3032162796 PETZ • PAGE 01 fill''.. CAS [JANic; ni ALL SERVICE septic, LLC PO Box 2844, GWwood Sp inp, CO 81602 Ph- 970818-50:13 fax 303-216-2798 tlmpa2tlm.eom For Your Viewing Pleasure contra&n ►.� �AR 1Z 379 - I 1 00 Address: Project: C AR2 ES i1� E N Cc Map and Notes: 1S 4 1 R A D LLIOTT Carr Garage WM Cho lnr wmay C-1 C 81656 Entry It Rauf Pleur A-101 North Elevation /1 South Elevation East t7avatlon I -I-t t I I]]- I- ------------------------------- 4 WWeest�Elevaaon LLIOTT 0 Carr Garage w" ch,. a W.4 c, N X1656 EIMUM A-201 s 0 0 ARCHITECT - SectionWODdy Caff GarageCrass C71,►1 w• ►� ►� r Wall Sectim SWE, rw ii SCALE: 1/4' 9 A2.40 ■ I AIL. ;r w bl,.,. KrO sm AS NOTED DATE. DEC. 8, 7003 ORA" BY- SAE JOB N0. 03071 FILE-. 03077-C700 3i SHEET N0. $ �i 1$ C2.00 ''r •10100 X221 UPPER LEVEL AREA PLAN 1030 5U1E: v • f-0' w w = w N U O Z w J fY V Q Q U w Q RE399pN5: _ CRY R. 4-6-01 SOALL AS NOTED DATE: DEC. B. 2003 DRAWN BY: SAE JOB N0. 07022 FpE: 03022AD.30 i SF£Ei N0. a A0.30 U [:: o TWO 2500 -GALLON SEPTIC TAN , ONE 2500 -GALLON RECIRCULATION TANK D ONE 2000 PUMPING T 2500 0 i 10 - h r� yr h h 1 'th i Jj 1, UNIT h ........... <� IUTAL't3tUS=4 ED EACH BED = 5 SECTIONS o EACH SECTION = 8 FEET X 90 FEET TOTAL = 20 SECTIONS PROPOSED DRAIN FIELD ri TOTAL AREA PROPOSED = 14,400 SF ., LINEAL FEET OF LATERALS PROPOSED '= 7,200 FT I- SlopeT 1 CALCULATIONS SEVEN-BEDROOM.SINGLE FAMILY RESIDENCE, >6000 SF GALLONS PER BEDROOM = 260 ,. 7 SEWAGE LOADING = Q1 ' 1820 GPD TWO-BEDROOM CABIN, <2000 Sr GALLONS PER BEDROOM= 150 SEWAGE LOADING = Q2 = 300 GPD I ONE -BEDROOM CARETAKER UNIT, <700 SF GALLONS PER BEDROOM = 200 x "` SEWAGE LOADING = Q3 = 200 GPD ATTACHED BATHROOM IN GARAGE (TOILET & SINK) THREE EMPLOYEES @ 30 GALS PER DAY SEWAGE LOADING = Q4 = 90 GPD 7`Nio 11 TOTAL LOADING = (Q1 + Q2 + Q3 + Q4) X 1.75 = 4217.5 GPD PERCOLATION RATE = 80 MPI APPLICATION RATE = R = 0.30 GAL/SF/DAY AREA = (Q) X 1.75/R = 14,059 SF AX -100 ADVANTEX Pod Detail - Mound Option 4' TEE Filtrate Return Line - (see plans for six) CLEANOUTS PLACED EVERY 100' ALONG SEWER LINE SCHEDULE 80 PVC SEWER LINE TYPICAL PLAN VIEW INLET LINE FROM PUMP CHAMBER DISTRIBUTION VALVES PLACED IN PLASTIC OR CONCRETE BOX FOR ACCESS. INSTALLED LEVEL FOR EVEN DISTRIBUTION. 2" / BALL VALVES LEVEL MANIFOLD. SOLID PIPE. TANK SPECIFICATIONS CAPACITY REQUIRED = Q(1-4) X 1.75 X (30 HOURS/24 HOURS) = 5382 GALLONS j t' REQUIRED TANKS = TWO 2500 -GALLON, SINGLE COMPARTMENT, CONCRETE SEPTIC TANKS, FOLLOWED BY ONE 2500 -GALLON RECIRCULATION TANK, FOLLOWED BY ONE 2000 GALLON SINGLE -COMPARTMENT PRECAST CONCRETE DOSING TANK NOTES: THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 8% TO THE SOUTHWEST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMOSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION PERFORATED LATERALS MINIMUM Z BETWEEN SECTIONS HEADER LINES TO ADDITIONAL SECTIONS. GRAVITY AT 1/8 -INCH PER FOOT DROP MINIMUM. SOLID PIPE. TYPICAL CROSS SECTION - BACKHOE INSTALLATIO1 2" PVC LATERALS WITH 1/4 -INCH HOLES ON 8 -INCH ZZ CENTERS, WITH HOLES FACING DOWNWARD. LATERALS MUST r� BE LEVEL. GROUND SUFZ,:" DISTRIBUTION VALVES 2" PUMP LINE - 6' Possive Vent LEVEL MANIFOLD SOLID PVC PIPE TO ADDITIONAL SECTIONS IF •_. APPLICABLE 2" PVC VENT PIPE 2' BETWEEN LATERALS 2" PVC OBSERVATION PIPE WITH CAP ON EACH SECTION 12 -INCH MIN EFFLUENT PUMP LINE WITH PRESSURE RELEASE VALVE, AT HIGH POINT, PLACED BETWEEN PUMP AND VALVES 2' BALL VALVES / 2° LINES TO SECTIONS/ TO = ADDITIONAL SECTIONS IF APPLICABLE A L SERVICE septic, LLC LOT 9;CHAPARRAL RANCH P I`TK I N COUNTY, CuLnRADo REVISED ONSITE WASTEWATER SYSTEM DESIGN PROJECT N0. 1055 GOLENWOOV SPRINGS, co a16o2 970-618-5033 C \, CARR' ..RESIDENCE 11-15-04 I I m 0 m z I SUBDIVISION EXEMPTION PLAT AND 1041 HAZARD REVIEW S17E PLAN CHAPARRAL ASj-ur'EN SHEET 3 OF 3 HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE To MORADO LAW YOU A -9T C"CACE ANY UgAi GLENWOOD SPRINGS, COLORADO 81601 W pEjrC-, 114 FECI WITHIN TWEr YTAPS WW.R %CH aFECI In OV I VENT AW AW ACTION (970) 945-8676 rt IN IMR wm rim 7114 GRAPHIC SCALE 4W wo EN FICET I inch = 200 ft. LOT 12 P18478 CURVE TABLE LINE TABLE I I CURVE RADIUS LENGTH tANGENT DELTA I BEARING I CHORD I Cil 427.88 201.70 10 -76 $n3 57 E 499.84 C2 5 m , SM'o* X 5-41 33 169.41 325 C3 823.25 494.404874 L3, R 1 C4 240.40 147.99 76-42 L4 7 i4&67 C5 7-18 360.58 194,95 LS L5, 356,07 356 C6 2599-9811 36 6". 39 6' L Lo 7 76 1 So f 6 C7 2499 95 396.99 1 L7 396 7 08 1 400. DO O�5 'I I I 1.'�'ZW LM X tbFDO IZ W t 10. 1111.718 I 09 400.040 1 46241 260.03 196-W05"[14 fiQ'47'47" W 1 437-08 1 C 0 400 00 161,00 81-60 123'03*1 S 82-221V E 1 15991 1 .1 _7 Cil 500-D20 417.89 222,02 85'12 15 W 3&44 00 2 Cl 2 500- 299.48 152.74 W217 r2e W 1 �00 292-16 C13 1500.001 121.41 01,00 1,3-54'W a WE '-'flI W4.51 C14 I 131WO 1 SC07 1 44-68 37'56'Q0:L x �� I' L14 CIS I 500-00 70-16 3514 W02'21' S -,-E'4 t08- E 1 70,10 C16 1 80.00 til -21 66.71 12-W31" E i 102-47 C17 1 70-00 145.63 tf9.32 119,,ly1g: h 52*43'1,p W 120-75 Cis t 70-00 106.91 67.02 7:&'jC, N 36'-521j" W 96-82 C19 76:66 -72 14.07 `LWP- N 57'11 4-- A 38.23 020 400,00 - 2= 5V2T27* N '3T' W 366,Z4 C21 480,57 274,047 O:WT2* 58 452-19 C22 250,00 230.67 INkis 52-al'59" N 79-45'59* E LZS 023 250.04 41169 76.&I 46-51 C24 11 300.00 1'8-38 N 89'0920 E 175,76 025 1150-00 187.94 108.56 '4 S 13'34!2Z' W I7$M C26 15�0. owo 37,57 181 N 42'1731`* E r7,; �4r7 3-68 4 ;1000il I I s w L30 -C` 730TO I88 40 96,54 E 14 00 40-'8 73, 4 1 *3v w L32 3-c -4q 31 1 '7 6R 70,47 2IW '45!lE f2liES 53451 S7,7'IWWI 03 i3i 50-00 19 SVIS N 3' 3'3 E. 141,34 C33 '.50.00 94 417 48.62. S 4114el2" w L37 oj jq g,ig 23*41'44" C36 25000 103.39 S 3X09'52' W lozso C37 50.00 -16667 t 86.56 s3811'49- N 28'35S22" W 164;60 C38 1150,00 64.22 34AM S 00*17 39 W L40 _74',31'W ne w L411 !61.,79 1'05'3'7 E M71 c" 300co i 845:52 46.56 16' s 55,3255" E L431 046 TOC... o 1 121I)i 70.85 7 1447M6'5"'Ei 115.,40 5C O�, 1 44.40 2226 IQjO'36 C4 7§4* N Z E 44;35 C48 54.00 1 219-81 117 58 50`22' 5- N 44-2924 212.80 1 049 25C X +51.6-8 7815 3C 202,04 x 50.90: 25,541 'm '-w - SIM 92.57-67- 40111 1 S §Z W, 175. 63 221�82 118.81 �,W E 14,61 C 24. X '102:81 52 14 S 43ZUS'56 Al ..9 A 5,0 30 132.43 96. 1,0,50,2e w 2§�,90, 055 5C 00 12138 142.69 141 2'44* 135" 94.37 056 25C.O� , 55.54 1 `36'12" N 35'56`11" E 85.12. C57 100-00 '500.43 1 93, 19' N 16'57'3V W 136,64 11 52.�3 C58 250 OC 103 � i 52.33 PC% 71 306.32 9 38 3S75 oc 5 IS . rK 0, 51, g jXffW E 258.46 00 i38,01 I 122M 34QV34 N 3`32 E 841 2-34.52 6, fW., 4241 71,982T23.53' m§,65701'44' E- 141-65 LINE TABLE LINE LENGTH BEARING L IM31 N7e' L2 192 6t L3, R 918, N22146 9-F L4 53.72 4LL�ILL8-F LS L5, 25.46 N -3-52 WE 6' L Lo 100.54 66'34'0 "Zi L7 94.01j S79*52'W"E La 57751 S0,25'45Ef U9 162-25 S33 -14'33-W!, LIO 84.40 49'25'5 'W1 LAI 3&44 Il _ L12 1 5�1 _W S,17151VW L13 �3715'1 1�1 1 � _W $40.4:Z'jCW161 L14 6t2o sm,0547-w L15t L16 202,66 � _W W,5xc-, L17 1 S79'404'Wl Lis 215.371 N61 Lit 76,051 '45' 8'W1 L201 200.I41 KzEva ,Q5"w L27229,35 N27'4Q'ft"tt L22 281.91 S5610,11"w LZS 65.16 1470-51'9C L26 103.4e a1-15a:w L27 68.95 N$Q'46'jr L2! 13.87 N72'45'57 L29 70.26 Nos,5ZWEI L30 311.64 S67*40'46"Wl ,L31 1241-061 S67'40'45"Wl L32 190MI 7'40�45*Wj Lm 53451 S7,7'IWWI L34 92171 504-30'55Id L36 58,021 N06,26'. - 0 L37 8399i 1446'57El L38 t!4,68i SW2012�Wl L39 490-65 M14-62.WFI L40 28.951 N75*07196'f L411 !61.,79 511je4wl L421 126,07! N7V47'Q6_v L431 t21+5 1447M6'5"'Ei L441 17&99 N52-1758"El L,451 21078 E L46 202,04 68*52I4-W L47 SIM 1:3" N81-1rT44*W W 614.69 S1S'42'5YWi 149 650.71 S36*07'36"Wi L50 -60.55 1x48*46:9" LSI 677.36 71'"7' oet L$2 8VJ$ N21'51' L53 695,42 N 7'247E 04 428. saa,26'2 L55 306.32 SNW L56 258.46 168,81 NI '3a 26"W' L58 339.65 S61,05, L59 2$9.37 S48*31'19 L60 40,69 '1; '3 L61 401,08 '4 '1 L62 27&40 L63 217- L64 3,09.76 1145" LOS 195,44 '44" L615 L65 162 S45 L" 27,85 NI_4'41'39-W L69 113.85 1464 -5 :!Q -W I55.13 S413743"E L71 35417', •,§701-'41•: L.72 14,08 09'2 '22" 54.4Q', 579'51'18" W` L74 10 65 9I-9-1 76 t22,74 S54 -0349-W 121i S4 '23'51' L77 125.62 '0 '18"W 142.09.S.321203'W L% 102.79 '55"45' LBO zclz 1x84 -2133't La' 96'" 045°44'17-W [8-2 ! 63. L" 106,75 683041'4 L84j 205j1 s'5-39,oz: a HCRiEST€AD + -PROP€RTY:DESmm A PARL'Ei, OF LAND SRTUA SECTKIN 9 AND SECTION IC TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MER1DtAN, COUNTY OF PITKN, STATE OF COLORADO; SAID PARCEL 'BEING MORE PARTICULARLY M--,CR16ED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 10, AN ALU'VWUai CAP IN 'PLACE; THENCE S79'17'01'W A DISTANCE OF 608.51 FEET TO THE PONT OF BEGINNING; THENCE N68'33'5vW. A DISTANCE OF 180:86 FEET; THENCE ALONG THE ARC OF A CURVE To TRIE LEFT HAVING A RAMS OF 596.41 FEET AND A CENTRAL ANGLE OF 31'45'56'. A DISTANCE OF 334.10 FEET (CHOIRO BEARS 984'26'48"W 32589 FEET); THENCE S79'4O'14 W, A DISTANCE OF 199.33 FEET; THENCE ALONG THE ARG OF A CURVE TO TATE RIGHT HAVING A RADIUS OF 823.25 FEET AND: A CENTRAL ANGLE OF 34'24'32". A INSTANCE OF 494.40 FEET (CHORD BEARS N83n7'30'W 467.01 FEET); THENCE N65'35'f4'W; A DISTANCE OF 275.45 FEET; THENCE N61'58'11'W, A DISTANCE OF 248,37 FEET; .MEN; N11°513`53'W, A .DISTANCE OF 2767.04 FEET; THENCE ALONG THE ARC OF CURVE TO THE RIGHT HAVING A RAMS OF 400.00 FEET AND A CENTRAL ANGLE OF 68'502', A DISTANCE OF 490;57 FEET (Cf!€SRU BEARS 487.45'06"E 452.18 FEE' THENCE ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 400.00 FEET AND A CENTRAL ANGLE OF 54'29'27`. A. DISTANCE OF 380.42 FEET (CHORD BEARS S85'04'32'E 366:24 FEET); THENCE N67'40'45'E, A DISTMGE OF 311.64 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVIG A RADIUS OF 70,W FEET go A CENTRAL ANGLE OF 119'171'', A DISTANCE OF 145.63 FEET (CHORD BEARS S52'*XiO'E 126,75 FEET); THENCE S06'52'56'W, A DISTANCE OF 70.26 FEET, THENCE ALONG THE ARC EE' A CURVE TO THE LEFT :HAVING A RADIUS OF 80.00 FEET AND A CENTRAL ANGLE OF 7$'38'53". A DISTANCE OF 111.21 FEET (CHORC7 BEARS 83215V31'E 10247 FEET); THENCE S7245'570E, A DISTANCE OF 13:87 FEET; THENCE AL014G THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF SO000 FEET AND A CENTRAL ANGLE OF 08'02'22', A DISTANCE OF 70.15 FEET (CHORD BEARS S76747'081 74.10 FEET); THENCE S16'30'18'E. A DISTANCE OF 3022.63 FEET; TO THE POINT OF M611NINING. CONTAINING 4,161.,621 SQUARE FEET OR 95.538 ACRES, MORE OR LESS. STEAD 2 - PROPERTY CaIP11ON A PARCEL OF LAND SIT'UA EN SECTION 9. SECTION 10, ANO SECTION 16, TOWNSHIP 9 SOUTH, RANGE 85 ST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PARCEL BENtiGM'.kRE PARTICULARLY DESCRIBE( AS FOLLOWS: PITKIN. STATE OF COLORADO; SAID COMMENCING AT THE SOUTHWEST COWER OF SECTION 10, AN ALUMINUM CAP IN PLACE: THENCE S31'10'50"W A DISTANCE OF 2,57 72 FEET TO THE POINT OF BEGINNING; THENCE 586'05'47"W,. A DISTANCE OF 81.20 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 427.88 FEET AND A CENTRAL ANGLE OF 27'Kt'32', A DISTANCE OF 201.70 FEET (CHORD BEARS N80'23'S7"W 199.84 FEET);, THENCE N68'S3'4t'W, A DISTANCE OF 202.66 FEET; THENCE N15'30`18"W, A DISTANCE OF 3022.63 FEET;. THENCE S80'4819'E, A DISTANCE OF 68.95 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 130.00 FEET AND A CENTRAL ANGLE OF 37�WO2", A DISTANCE OF 86,07 FEET (CHORD BEARS N801340"E 84.51 FEET}; THENCE N61'15'39'E, A DISTANCE OF 103.48 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HALING A RADIUS OF 500,00 FEET AND A CENTRAL. ANGLE OF 1354'45', A 4fSTAI4C€ OF 121.41 FEET (CHORD BEARS W413'Q2'E 12111 FEET); THENCE 81416'18"E, A DISTANCE OF 398.06 FEET, THENCE S43"15'06'E, A DISTANCE OF 370.56 FEET; THENCE S3411'49'E, A DISTANCE OF 1687.56 FEET; THENCE S36'3500'W, A DISTANCE OF 1.83.46 FEET; THENCE S12'S549'W, A DISTANCE OF 945.19 FEET: TO THE POINT OF CONTE 2,109,936 SQUARE FEET OR 48.437 ACRES. MORE OR LESS. APARCEL OF LAND S`T?uATED IN SECTICWN 9 AND SECTION 10, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN. STATE CF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 10, AN ALUMINUM CAP IN PLACE: THENCE NI 2727'39"E, A DISTANCE OF 860 51 FEET TO THE POINT OF BEGINNING; THENCE N3411'490W, A DISTANCE OF 1667.$6 FEET; TH€NCE N43'15'O'W, A DISTANCE CE 370.56 FEET; THENCE N14'16`011"W, A DISTANCE Of 39$.08 FEET: Tti4EKE ALONG THE ARC OF A CAVE TO THE RIGHT HAVING A RADIUS OF 500,00 FEET AND A CENTRAL ANGLE OF 33'58'28', A DISTANCE CE 296.48 FEET (CHORD BEARS S87'S0'221 292.16 FEET); THENCE S70'51'08'E, A DISTANCE OF 65.76 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HEAVING A RADIUS OF 400.00 FEET AND A CENTRAL ANGLE OF 23073'41', A DISTANCE OF 161.00 FEET (CHORD BEARS S82'22'59'E 159,91 FEET'); THENCE N86'05'11"E, A DISTANCE OF 281.91 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 4DD.00 FEET AND A CENTRAL. ANGLE OF 66"14'04', A DISTANCE OF 462,40 FEET (CHORD BEARS S60'4747"E 437.08 FEET);. THENCE S27'4Q'45'E, A DISTANCE OF 229.35 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RAMA OF 400.00 FEET AND A CENTRAL ANGLE OF 1579'06", A DISTANCE OF 108.11 FEET (CHORD BEARS 819'56'12'€ 107.78 FEET); THENCE S4424'05'E, A DISTANCE OF 884.11 FEET; THENCE 849'09'33"W, A DISTANCE OF 66.07 FEET; THENCE S42'IW33'W, A DISTANCE OF 3DO.55 FEET; THENCE S3VV33'W, A DISTANCE OF 306.39 FEET; THENCE S27'17'33'W, A DISTANCE OF 281.01 FEET; THENCE S36'35'00'W, A DISTANCE OF 122.47 FEET; TO THE PONT OF BEGINNING. CONTAINING 1.779,216 SQUARE FEET 0,R 40.845 ACRES, MORE OR LESS. � gAD a -,PW9 OFSrR PT IIA A PARCEL OF LAND SITUATED IN SECTION 10, TOWNSHIP 9 SOUTH, RANGE 435 WEST OF CITE SIXTH PRINCIPAL MEMOLAN, COUNTY OF PITKIN. STATE OF COLO RADC; SAND PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMME40W AT THE NORTHWEST CORNER OF SECTION 10, A G.LO. MASS CAP IN PLACE; THENCE 5601E'22'E, A DISTANCE OF 3060.44 FEET TO THE POINT OF SEEGNIG, THENCE 501'25'45'E, A DISTANCE OF 57.75 FEET; THENCE S52'34'33"W. A DISTANCE Of 586.50 FEET; THENCE S33't4'33"W, A NSTA14CE OF 162.25 FEET; THENCE S4nV59"W, A DISTANCE OF 84.40 FEET; THENCE S4627'07'W, A DISTANCE OF 405.64 FEET; THENCE S46 --013'W, A DISTANCE OF 36-44 FEET; THENCE S37'15'15"Yt, A DISTANCE OF 203.31 FEET; THENCE S36'07'52'W, A DISTANCE OF 447.65 FEET; THENCE S4O'42'33"W, ADISTAKE OF 161.77 FEET; THENCE 545'45'33`6, A DISTANCE OF 298.04 FEET; THENCE S49'09'33"W, A DISTANCE OF 198.53 FEET; THENCE N44'24'05"W, A DISTANCE OF 677.94 FEET; THENCE TO THE POINT {9NNCN 1$$2.11 FEET, THENCE 588'58'31'€. A DISTANCE OF 1065.48 CONTAINING 1.608.027 SQUARE FEET OR 35.915 AMTS. WORE OR LESS. COhWAICE ANY LEGAL WfTf.RIN TWEE YEARS I EVENTT M4Y AMT ACTION V&FO AfOkE TMN TEN F SUBLIMSION RUMM 1N PLAT ANIS 1041 HAZARD RF1'ILF' SIM Iii CHA-�Nt" J SHEET 2 OF 3 HOMESTEAD 5 - PROPERTY DESCRIPTION A PARCEL LE LAND SITUATED IN SECTION 9 AND SECTION 10, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COMITY OF PITKIN, STATE Of COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 10, A G.L.O. BRASS CAP IN PLACE; THENCE S41'58'51"E, A DISTANCE OF 2009.44 FEET TO THE POINT OF BEGINNING, THENCE S89'58'31'E, A DISTANCE OF 250.27 FEET; THENCE S40'28'17'W, A DISTANCE OF 1852.11 FEET; 'THENCE N44`24'O3"W, A DISTANCE OF 206.17 FEET; TfO CE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 400,00 FEET AND A CENTRAL ANGLE OF 15'29'06", A DISTANCE OF 108.11 FEET (CHORD BEARS N19'56'12*W tO7.78 FEET); THENCE N27'40'45'W, A DISTANCE OF 229.35 FEET; THENCE ALONG THE ARC A OF CURVE TO THE LEFT HAVING A RADIUS OF 400.00 FEET AND A CENTRAL ANGLE OF 68'14'04', A DISTANCE OF 482.40 FEET (CHM BEARS N60'47'47"W 437.08 FEET); THENCE S86'D5'11'W, A DISTANCE OF 281.91 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 400.00 FEET AND A CENTRAL ANGLE OF 23'03'41", A DISTANCE OF 161.00 FEET (CHORD BEARS N82'22'59'E 159.91 FEET); THENCE N70'51'08'6, A. DISTANCE OF 65.76 FEET; THENCE N54'28'01'E, A DISTANCE OF 1661,69 FEET; THENCE $72'08'06'E, A DISTANCE OF 799.08 FEET; TO THE POINT OF BEGINNING. CONTAINING 1,651.371 SQUARE FEET OR 37.910 ACRES, MORE OR LESS. HOMESTEAD 6 - PROPERTY DESCRIPTION A PARCEL OF LAND SITUATED IN SECTION 9 ANG SECTION 10, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN. COUNTY OF PITKIN, STATE OF COLORADO; SAID PARCEL DIEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 10, A G.L.O. BRASS CAP IN PLACE; THENCE S58'24'390E, A DISTANCE OF 1561.86 FEET TO THE POINT OF BEGINNING: THENCE S01'09'25"E, A DISTANCE OF 675.75 FEET; THENCE N72'08'06'W, A DISTANCE OF 795.08 FEET; THENCE S54'28'07"W, A DISTANCE OF 1661,59 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RA0tUS OF 500,00 FEET AND A CENTRAL ANGLE OF 47'53'12", A DISTANCE OF 417.89 FEET (CHORD BEARS SSS -12'15"W 405.83 FEET); THENCE 9$1'15'39"W, A DISTANCE OF 103.48 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1300.04 FEET AND A CENTRAL ANGLE OF 37'56'02', A DISTANCE OF 88.07 FEET (CHORD BEARS 580'13'40"W $4.51 FEET); THENCE N80'48'19"W, A DISTANCE OF 68.95 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 500.00 FEET AND A CENTRAL ANGLE OF 08'02'220, A DISTANCE OF 70.16 FEET (CHORD BEARS N76'47'08'W 70,10 FEET); THENCE N72'45'57'W, A DISTANCE OF 13.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 80.00 FEET AND A CENTRAL ANGLE OF 79'38'53", A DISTANCE Of 111.21 FEET (CHORD BEARS N32'5,6'31'W 102.47 FEET); THENCE N46'39'37'E, A DISTANCE OF 253.36 FEET; THENCE N67'26'45'€, A DISTANCE OF 327.49 FEET; THENCE M23'23'23'E, A DISTANCE OF 299.60 FEET; THENCE N62'08'03'E. A DISTANCE Of 331.60 FEET;THENCE 475'45'23'E, A DISTANCE OF 427.73 FEET;THENCE N31'26'24'E, A DISTANCE OF 463.74 FEET; THENCE N85'52'35"E, A DISTANCE OF 1362,64 FEET; TO THE POINT OF BEGINNING. CONTAINING 1,526,576 SQUARE FEET OR 35.045 ACRES, MORE OR LESS. I HOMESTEAD 7 - PROPERTY DESCRIPTION A PARCEL OF LATE SITUATED IN SECTION 9 AND SECTION 10, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 10, A G.L.O. BRASS CAP IN PLACE; THENCE S58'24'39'E, A DISTANCE OF 1561.86 FEET TO THE POINT OF BEGINNING; THENCE S85'52'35'W, A D-ISTANCE OF 1362..64 FEET; THENCE S31'26'24W, A DISTANCE OF 463.74 FEET; THENCE S75'45'23"W, A DISTANCE OF 427.73 FEET; THENCE S52'06'03'W, A DISTANCE OF 331.60 FEET; THENCE S23'23'23"W, A DISTANCE OF 299,80 FEET; THENCE S87'26'45"W, A DISTANCE OF 327.49 FEET; THENCE S46'39'37'W, A DISTANCE OF 253.36 FEET; THENCE #06'52'56"E, A DISTANCE OF 70.26 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 70.00 FEET AND A CENTRAL ANGLE OF 119'12'10". A DISTANCE OF 145.63 FEET (CHORD BEARS 1452'43'10"W 120,75 FEET); THENCE S67'40'45'W, A DISTANCE OF 121.08 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 150.00 FEET AND A CENTRAL ANGLE OF 71'47'14', A DISTANCE OF 187.94 FEET (CHORD BEARS N13 -34-22-E 175.88 FEET); THENCE ALONG THE ARC Of A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 150.00 FEET AND A CENTRAL ANGLE OF 14'20'56', A DISTANCE OF 37,57 FEET (CHORD BEARS #42'17'31'€ 37.47 FEET); THENCE N35'07'03'E. A DISTANCE OF 260,96 FEET; THENCE ALONG THE ARC OF A CURVETO THE RIGHT HAVING A RADIUS OF 1000.00 FEET AND A CENTRAL ANGLE OF 02'09'33', A DISTANCE OF 37.68 FEET (CHORD BEARS N36'11'49'E 37.88 FEET); THENCE N37'16'36'E. A DISTANCE OF 258.60 FEET, THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 350,00 FEET AND A CENTRAL ANGLE OF 30'50'310, A DISTANCE OF 188.40 FEET (CHORD SEARS #21'51'20"E 186.14 FEET); THENCE N06'26'05'E, A DISTANCE OF 58.02 FEET; THENCE ALONG THE ARC Of A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 40'19'47", A DISTANCE OF 140.78 FEET (CHORD BEARS N26'35'59'E 137.89 FEET); THENCE N45'54'07'E, A DISTANCE OF 83.99 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 149.33 FEET AND A CENTRAL ANGLE OF 50'31'26', A DISTANCE OF 131.68 FEET (CHORD DEARS #21'45'10"E 127.46 FEET); THENCE 1446'50'34'€, A DISTANCE OF 515.14 FEET; THENCE N84'23'42"E, A DISTANCE Of 2065.92 FEE;; THENCE S01'09'25"E, A DISTANCE OF 451.90 FEET; TO THE POINT OF BEGINNING. .....,4 CONTAINING 1,802.267 SQUARE FEET OR 41.374 ACRES. MORE CR LESS. ":•.`"". "_•`. --`�� --- - „ STFAn fl - PRQP£RTY DESC.RIPTE;{N A PARCEL QF LAND SITUATED IN SECTION 9 AND SECTION 10, TOWNSHIP 9 SOUTH, RANGE 85 WEST Of THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITCHN, STATE OF COLORADQ; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT 114E NORTHWEST CORNER OF SECTION 10, A G.L.O. BRASS CAP IN PLACE, SAID POINT BEING THE POINT OF BEGINNING; THENCE 589'55521, A DISTANCE OF 1313.94 FEET; THENCE S01'09'29"E, A DISTANCE OF 364.83 FEET; THENCE S84'2'420W, A DISTANCE Of 2065:32 FEET: THENCE S46'SO'34'W, A DISTANCE OF $15.14 FEET; THENCE N4437'46'W, A DISTANCE OF 731.20 FEET; THENCE 1444'51'08"E, A DISTANCE OF 181.16 FEET: THENCE N30'S0'31'E, A DISTANCE OF 387.76 FEET; THENCE S87`17'51'E, A DISTANCE OF 1299.09 FEET TO THE POINT OF BEGINNING. CONTAINING 1,553,011 SQUARE FEET OR 35.652 ACRES, MORE OR LESS. HIGH COUNTRY ENGINEERING CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8876 INC. • HOMESTEAD 9 - PROPERTY DESCRIPTION A PARCEL OF LAND SITUATED IN SECTION 9, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN. STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CO"KING AT A THE N1/4 0 THENCE S02'SO'00'E, A DIST, THEKE NW15'56'E, A DIST OF 269,.69 FEET; THENCE 444 S44'37'46'E, A DISTANCE OF R 1041 HAVING A RAOI LIS CX` 1 DISTANCE OF 131.68 FEET (C 546'54'07'W, A DISTANCE OF LEFT HAVING A Rt41US OF 10 DISTANCE OF 740.78 FEET (0 806`26'05'W, A 04STANOE OF RIGHT HAVING A RADIUS OF 3 DISTANCE OF 188,40 FEET (C S37'16'36"W, A DISTANCE OF LEFT HAVING A RADIUS OF 10 4ETR OF SECTION 9. A B.L.M. ALUMINUM CAP IN PLACE; OF 1029.244 FEET TO THE POINT OF BEGINNING; : E OF 406.52 FEET; THENCE N5642'32'E, A DISTANCE t'DS`E. A DISTANCE OF 474.13 FEET; THELE 31.20 FEET; THENCE ALONG THE ARC OF A CURVE TO THE .33 FEET AND A CENTRAL ANGLE OF 50"31'26', A RD SEMS S21'45`1Q'W 127.46 FEET); THENCE 3.99 FEET, THENCE ALONG THE ARC OF A CURVE TO THE DEE FEET AND A CENTRAL ANGLE OF 40'19'47` A RDE BEARS S26'35'59'W 137.69 FEET); THENCE 5.02 FEET; THENCE ALONG THE ARC OF A CURVE TO THE ,00 FEET AND A CENTRAL ABLE OF 30'50'310, A RD BEARS S21'51'20'W 188.14 FEET); THENCE 510-60 FEET; THENCE ALONG THE ARC OF A CURVE TO THE .00 FEET AND A CENTRAL ANGLE OF 02'Q9'32', A S35'07" 0YW, A DISTANCE OF 260.96 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RtdMT HAVING A RADIUS OF 150.00 FEET AND A CENTRAL ANGLE OF 14'20'56', A QISTANCE OF 37,57 FEET (CHORD BEARS $42'17'31'W 37.47 FEET); THENCE ALONG THE ARC OF A PEVERSE CURVE TO THE LEFT HAVING A RADIUS OF 150.00 FEET AND A CENTRAL ANGLE OF 71'47'14', A DISTANCE OF 187.94 FEET (CHORD BEARS S13`34'22'W 175.88 FEET); THENCE 567'40'45'6, A DISTANCE OF 190.58 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 400.00 FEET AND A CENTRAL ANGLE OF 54'29'27', A DISTANCE OF 380.42 FEET (CHORD BEARS NS5'04'310W 366.24 FEET); THENCE ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 400,00 FEET AND A CENTRAL ANGLE OF 66'50'12', A DISTANCE OF 480.57 FEET (CHORD BEARS S87'45'06'W 452.T9 FEET); THENCE N36'40'00"W, A DISTANCE OF 237.53 FEET; THENCE N46'22'27'E, A DISTANCE OF 822.75 FEET; THENCE N31'38'22'W, A DISTANCE OF 582.31 FEET; TO THE POINT OF BEGINNING. CONTAINING 1,651,710 SQUARE FEET OR 37.918 ACRES, MORE OR LESS. A PARCEL OF LAND SITUA O SECTION 9, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF 'COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NI/4 CORNER OF SECTION 9, A B.L.M. ALUMINUM CAP IN PLACE; THENCE S63'2VIVIN, A DISTANCE OF 1034.,00 FEET TO THE POINT OF BEGINNING; THENCE S40146'26"E. A DISTANCE OF 5172 FEET; THENCE SWOV43"E, A DISTANCE OF 694.62 FEET; THENCE 473'S2'34'E, A DISTANCE OF 25.46 FEET; THENf E S68'34'OD'E, A DISTANCE OF 190.54 FEET; THENCE S79'52'1 V E, A DISTANCE OF 94.01 FEET; THENCE N86 15'56'E, A DISTANCE OF 120.44 FEET; THENCE S31'3W22'E, A DISTANCE OF 582.31 FEET; TF04C E S46'22."2rW, A DISTANCE OF 622.75 FEET; THENCE S36 4000"€, A DISTANCE OF 237.53 FEET; THENCE S531O'OO'W, A DISTANCE OF 1133.79 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 52'51'58", A DISTANCE Of 230.87 FEET (CHORD BEARS S79.45'59'W 222.58 FEET); THENCE N73'48'O2"W, A DISTANCE OF 273.97 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING.A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 34"04'40', A DISTANCE OF 148.69 FEET (CHORD BEARS S89V9'38"W 14651 FEET); THENCE S72'07'18'W, A DISTANCE OF $3,95 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RICHT HAVING A RADIUS OF 30000 FEET AND A CENTRAL ANGLE OF 34'14'04", A DISTANCE OF 178:3$ FEET (CHORD DEARS S89g39' Illi 175.76 FEET); THENCE NOV30'58"W, A DISTANCE OF 1141.37 FEET; THENCE N2224'18'E, A DISTANCE OF 385.83 FEET; THENCE N78'S4'16'E. A INSTANCE OF 111.31 FEET; THENCE 1430'OV20`E, A DISTANCE OF 556.01 FEET: THENCE $44'21'25"E, A DISTANCE OF 192.66 FEET; THENCE N29'4506"E, A DISTANCE OF 709.98 FEET; THENCE N29'48'29'E, A DISTANCE OF 9.18 FEET; TO THE POINT OF BEGINNING. CONTAINING 3,547.413 SQUARE FEET OR 81.437 ACRES, MORE OR LESS, FNOMFS AD 1t ;,RTI nFS 1f�7KRd A PARCEL OF LAND SITUATED IN SECTION 9, TOWNSHIP 95013TH, RANGE 85 WEST CSF ITE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE 61/4 CORNER OF SECTION 9, AN ALUMINUM CAP IN PLACE; THENCE 569'52"teE, A INSTANCE OF 380.69 FEET TO THE POINT OF BEGINNING; THENCE S$9'48'55"E, A DISTANCE OF 441.61 FEET; THENCE SO4'30'S5'E, A DISTANCE OF 92,97 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET AND A CENTRAL ANGLE OF 3COW04', A DISTANCE OF 178.38 FEET (CHORD BEARS 489'09'20"E 175.76 FEET); THENCE N72'77'18"E, A DISTANCE OF 53:95 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS CF 250.00 FEET AND A CENTRAL ANGLE OF 34VC400, A DISTANCE OF 148.69 FEET (CHORD BEARS N89'0V38"E 146.51 FEET); THENCE S73`48'02'E. A DISTANCE OF 273.97 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET AND A CENTRAL M1GLE OF 52'51'58', A DISTANCE OF 230.67 FEET (CHORD BEARS N79'45'SeE 222.58 FEET); THENCE N53'20WE, A DISTANCE OF 1433.79 FEET; THENCE S11'55'53'E, A DISTANCE OF 2767.04 FE' =T; THENCE ALONG THE ARC CE A CURVE T4 THE LEFT HAVING A RADIUS OF 240-40 FEET ANC A CENTRAL ANGLE OF 35'16'18'. A DISTANCE OF 147.99 FEET (CHORD BEARS N79'3W22'W 145.67 FEET); THi€NCE S8245'28'14, A DISTANCE OF 76.95 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAtMNG A RADIUS OF 657,18 FEET AND A CENTRAL ANGLE OF 31'26`11', A DISTANCE OF 360:57 FEET (CHORD BEARS 1481'3116'W 35007 FEET); THENCE N26'03'06'W, A DISTANCE OF 200.14 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADfUS OF 2599.98 FEET AND A CENTRAL ANGLE OF 30%W44 A DISTANCE OF 1366.44 FEET (CHORD BEARS N41'06'26"W 1350.76 FEET); THENCE NS6*%'50"W. A DISTANCE OF 277.07 PEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2499.98 FEET AND A CENTRAL ANGLE OF O9'O5'54', A DISTANCE OF 396-99 FEET (CHORD BEARS N31.36'5rW 396.57 FEET); THENCE N47'DV56"W, A DISTANCE OF 915.79 FEET, TO THE POINT OF BEGINNING. CONTAINING 2,704,669 SQUARE FEET OR 62.091 ACRES. MORE OR LESS, 40 L tILI SUBDlb'ISION EATMP770NT FLAT .,ND 1041 HAZARD P.Et7EW ,SITE PLAN CHAPcm ARRAL ASP ` A PARCEL OF LAND SI UA TED IN G O V'T LOTS 2, 4, 5, 6, 7, 8, 91 107 11, 12, 13, 14, 15, 16, 17, 201 21, AND THE NE114NE1 /4 OF SECTIO.IVT 9. G 0 V 'T LOTS 3, 4, 6, 10, 11 OF SECTION 10 AND GOV'T LOT 2 OF SECTION 16, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 3 PROPERr% U J 1PTTflN A PARCEL OF LAND SITUATED IN GOVT LOTS 2, 3. 4, 5, 6, 7, 8, 9. 111, 11, 12, 13, 15, 18, 17, 19, 20, 21 AND THE NE1/4NEI/4 OF SECTION 9, GOVT LOTS 3, 4, 6, 10 & 11 OF SECTION 10 AND GOVT LOT 2 OF SECTION 16, TOWNSHIP 9 SOUTH, RAND 15 *,8T OF THE SIXTH PRINCIPAL MERIDIAN, COWTY OF PITKIN, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESC9ISEO AS FOLLOWS. COMMENCING AT THE NORTHWEST CORNER OF SECTION 10, A 6.LO. BRASS CAP IN PLACE 1HE POINT I -no _ ALONG THE EA .� POINT ON THE EASTERLY LfNE Ri?Sf'f-E]F'-WA? 1. S5234'33'W 586.50 FEET 2. S33'14'33"W 16225 FEET 3. S4925 59'W 84.40 FEET 4. S46 c7 C7"W 405.64 FEET 5 S46 58 3"W 36.44 FEET 6. S37a5'5'W 203.31 FEET 7 S36'D7'52"W 447.65 FEET 8, S40'42'33W 161.77 FEET 9. S45`45 33"W 298.04 FEET 10. $49'04'33"11V 264.60 FEET 11, S42'18'33'W 300.55 FEET 12. S39'11'33"W 306.39 FEET 13. S27't7'33"W 2$1.01 FEET 14. S,3V35'OO'W 305.94 FEET 15. $125549"4 945.19 FEET TO A PO RIGHT-OF-WAY OF WOODY CREEK T THE NORTHERLY RIGHT -t, --WAY OF SA 1. SW-05'47OW 81.24 FEET 2. ALONG THE ARC OF A CURVE TD TE ANOt E OF 27'i14'32", A DISTANCE i 3. N66'5Y414W 202.66 FEET 4. N68'3VWW 180.86 FEET 5. ALONO THE ARC OF A CURVE TO TT ANGLE OF 31`45'55% A DISTANCE OF 2- 6. 6. 57940'14"W 199.33 FEET 7. THENCE ALONG THE ARC OF A CUR CENTRAL ANGLE OF 34`24'32', A DISTI 8, N6WSVT4'W 275.45 FEET 9. U61- `11"W 218,37 FEET kiG THE NORTHERLY LINE OF SAID SECTION 10 A DISTANCE OF CORNER Of SECTION 3 AND SFCT04 10, A BLM ALUMINUM )NG THE EASTERLY L CSI' GOVT LOT 10 A DISTANCE OF of OF GOVT LOT 12, A BLM ALUMINUM CAP N PLACE; OILY LINE OF SAID LOT 12 A DISTANCE OF 1326.75 FEET TO 2> A 9LM ALUMINUM CAP IN PLACE; THENCE S0142'3'45'E FT 3 OF SAID SECTM 10 A DISTANCE OF 57.75 FEET TO A 1F -WAY OF LITTLE WOODY CREEK ROAD; THENCE LEAW40 THE LOWING FIFTEEN (15) COURSES ALONG THE NORTHWESTERLY CREEK ROAD: ON THE NORTHERLY OAD; THENCE THE FOLLOWING TWELVE (12) COURSES ALONG WOODY CREEK TOLL ROAD: RIGHT HAVING A RADIUS OF 427.88 FEET AND A CENTRAL 70 FEET (CHORD SEARS N80'23'57'W 199.84) LEFT HAVING A RADIUS OF 595.41 FEET AND A CENTRAL .10 FEET (CHORD BEARS 984'26'48"W 325.89 FEET) TO THE RIGHT HAVING A RADIUS OF 823.25 FEET AND A E OF 494.40 FEET (CHORD BEARS N83'07'3O"W 487.01 100, THENCE ALONG THE ARC OF A TO THE LEFT HAVING A RADIUS OF 240.40 AND A CENTRAL ANGLE OF 3516'18". A DISTANCE OF 147.99 FEET (CHORD BEARS N7VM'22"W 145.67 FEET) 11. S$2'45'2S"W 76.95 FEET 95.538 12, ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 657AS FEET AND A CENTRAL ANGkE OF 31'26'T1", A DISTANCE OF 360,58 FEET (CHORD SEARS NS1'31'26°W 356.07 FEET) TO A POINT ON THE NORTHEASTERLY RIGH -OF-WAY OF UPPER RIVER ROAD, THENCE THE FOLLOWING FIVE 0) ALONG THE NORTHEASTERLY R .. T -OF -WAY OF SAID UPPER RIVER ROAD: I. N26`OVDeW 204.14 FEET 3 YYYff LEFT HAVING A RADIUS OF 2599,96 FEET AND A CENTRAL ANOLE OF 30'06'44", A DISTANCE OF 1 .44 FEET (CHORD BEARS N4166'28W 1350.76 FEET) 3 N56109.504W 217.01 36.915 4. ALONG THE ARC OF A CURVE TO RIGHT HAVING A RADIUS OF 2499.$8 FEET AND A CENTRAL ANGLE OF 09'05'54", A DISTANCE OF 3 6.99 FEET (CHORD .BEARS N51'36'53"W 396.57 FEET) 5. N47'03'56"W 915.79 FEET TO A REB R AND CAP L.S. NO. 15710 IN PLAC9';; THENCE LEAVING SAID RIGHT -O -WAY S69'48'S5"E 441.81 FEET TO A REBAR AND CAP L.S. NO, 15710 IN PLACE; THENCE N04'30'5 "W 104$:40 FEET TO A RESAR ANC CAP L.S. NO. Ex E �aul 35.83 FEET TO A SPIKE IN PLACE; THENCE N785416"E 111,31 SUBDlb'ISION EATMP770NT FLAT .,ND 1041 HAZARD P.Et7EW ,SITE PLAN CHAPcm ARRAL ASP ` A PARCEL OF LAND SI UA TED IN G O V'T LOTS 2, 4, 5, 6, 7, 8, 91 107 11, 12, 13, 14, 15, 16, 17, 201 21, AND THE NE114NE1 /4 OF SECTIO.IVT 9. G 0 V 'T LOTS 3, 4, 6, 10, 11 OF SECTION 10 AND GOV'T LOT 2 OF SECTION 16, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 3 PROPERr% U J 1PTTflN A PARCEL OF LAND SITUATED IN GOVT LOTS 2, 3. 4, 5, 6, 7, 8, 9. 111, 11, 12, 13, 15, 18, 17, 19, 20, 21 AND THE NE1/4NEI/4 OF SECTION 9, GOVT LOTS 3, 4, 6, 10 & 11 OF SECTION 10 AND GOVT LOT 2 OF SECTION 16, TOWNSHIP 9 SOUTH, RAND 15 *,8T OF THE SIXTH PRINCIPAL MERIDIAN, COWTY OF PITKIN, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESC9ISEO AS FOLLOWS. COMMENCING AT THE NORTHWEST CORNER OF SECTION 10, A 6.LO. BRASS CAP IN PLACE 1HE POINT I -no _ ALONG THE EA .� POINT ON THE EASTERLY LfNE Ri?Sf'f-E]F'-WA? 1. S5234'33'W 586.50 FEET 2. S33'14'33"W 16225 FEET 3. S4925 59'W 84.40 FEET 4. S46 c7 C7"W 405.64 FEET 5 S46 58 3"W 36.44 FEET 6. S37a5'5'W 203.31 FEET 7 S36'D7'52"W 447.65 FEET 8, S40'42'33W 161.77 FEET 9. S45`45 33"W 298.04 FEET 10. $49'04'33"11V 264.60 FEET 11, S42'18'33'W 300.55 FEET 12. S39'11'33"W 306.39 FEET 13. S27't7'33"W 2$1.01 FEET 14. S,3V35'OO'W 305.94 FEET 15. $125549"4 945.19 FEET TO A PO RIGHT-OF-WAY OF WOODY CREEK T THE NORTHERLY RIGHT -t, --WAY OF SA 1. SW-05'47OW 81.24 FEET 2. ALONG THE ARC OF A CURVE TD TE ANOt E OF 27'i14'32", A DISTANCE i 3. N66'5Y414W 202.66 FEET 4. N68'3VWW 180.86 FEET 5. ALONO THE ARC OF A CURVE TO TT ANGLE OF 31`45'55% A DISTANCE OF 2- 6. 6. 57940'14"W 199.33 FEET 7. THENCE ALONG THE ARC OF A CUR CENTRAL ANGLE OF 34`24'32', A DISTI 8, N6WSVT4'W 275.45 FEET 9. U61- `11"W 218,37 FEET kiG THE NORTHERLY LINE OF SAID SECTION 10 A DISTANCE OF CORNER Of SECTION 3 AND SFCT04 10, A BLM ALUMINUM )NG THE EASTERLY L CSI' GOVT LOT 10 A DISTANCE OF of OF GOVT LOT 12, A BLM ALUMINUM CAP N PLACE; OILY LINE OF SAID LOT 12 A DISTANCE OF 1326.75 FEET TO 2> A 9LM ALUMINUM CAP IN PLACE; THENCE S0142'3'45'E FT 3 OF SAID SECTM 10 A DISTANCE OF 57.75 FEET TO A 1F -WAY OF LITTLE WOODY CREEK ROAD; THENCE LEAW40 THE LOWING FIFTEEN (15) COURSES ALONG THE NORTHWESTERLY CREEK ROAD: ON THE NORTHERLY OAD; THENCE THE FOLLOWING TWELVE (12) COURSES ALONG WOODY CREEK TOLL ROAD: RIGHT HAVING A RADIUS OF 427.88 FEET AND A CENTRAL 70 FEET (CHORD SEARS N80'23'57'W 199.84) LEFT HAVING A RADIUS OF 595.41 FEET AND A CENTRAL .10 FEET (CHORD BEARS 984'26'48"W 325.89 FEET) TO THE RIGHT HAVING A RADIUS OF 823.25 FEET AND A E OF 494.40 FEET (CHORD BEARS N83'07'3O"W 487.01 100, THENCE ALONG THE ARC OF A TO THE LEFT HAVING A RADIUS OF 240.40 AND A CENTRAL ANGLE OF 3516'18". A DISTANCE OF 147.99 FEET (CHORD BEARS N7VM'22"W 145.67 FEET) 11. S$2'45'2S"W 76.95 FEET 95.538 12, ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 657AS FEET AND A CENTRAL ANGkE OF 31'26'T1", A DISTANCE OF 360,58 FEET (CHORD SEARS NS1'31'26°W 356.07 FEET) TO A POINT ON THE NORTHEASTERLY RIGH -OF-WAY OF UPPER RIVER ROAD, THENCE THE FOLLOWING FIVE 0) ALONG THE NORTHEASTERLY R .. T -OF -WAY OF SAID UPPER RIVER ROAD: I. N26`OVDeW 204.14 FEET 3 g LEFT HAVING A RADIUS OF 2599,96 FEET AND A CENTRAL ANOLE OF 30'06'44", A DISTANCE OF 1 .44 FEET (CHORD BEARS N4166'28W 1350.76 FEET) 3 N56109.504W 217.01 36.915 4. ALONG THE ARC OF A CURVE TO RIGHT HAVING A RADIUS OF 2499.$8 FEET AND A CENTRAL ANGLE OF 09'05'54", A DISTANCE OF 3 6.99 FEET (CHORD .BEARS N51'36'53"W 396.57 FEET) 5. N47'03'56"W 915.79 FEET TO A REB R AND CAP L.S. NO. 15710 IN PLAC9';; THENCE LEAVING SAID RIGHT -O -WAY S69'48'S5"E 441.81 FEET TO A REBAR AND CAP L.S. NO, 15710 IN PLACE; THENCE N04'30'5 "W 104$:40 FEET TO A RESAR ANC CAP L.S. NO. 15710 IN PLACE; THENCE N22'24'18"E 35.83 FEET TO A SPIKE IN PLACE; THENCE N785416"E 111,31 FEET TO A REBAR AND CAP L.S. NO. 172 RV PLACE; THENCE 930'07'20"E 550.01 FEET; THE14CE S44'21"29°E 192.66 FEET TO A #5 REBAR IN PLACE; THENCE 142945'DS"E 709.98 FEET; THENCE N29'4W20'E 9.18 FEET TO AN PRION BAR IN PLACE; THENCE $40'46'281 53.72 FEET TO A RESAR AND CAP L.S. NO. 7972 IN PLACE; IHE4CE S50'07'43E 694.62 FEET TO A RESAR AND CAP L.S. NO 7972 IN PLACE; THENCE N.73'52'34E 25.46 FEET TO A REBAR AND CAP LS. NO. 7972 IN PLACE; THENCE S66'34'001 190.54 FEET TO A RESAR AND CAP L.S. 140. 7972 IN PLACE; THENCE S79'S2'10"E 94;01 FEET TO A RESAR AND CAP L.S. NO. 7972 IN PLACE; THENCE NIWIVS6"E 528.96 I- I AND CAP L.S. NO. 7972 IN PLACE; THESICE SUBDlb'ISION EATMP770NT FLAT .,ND 1041 HAZARD P.Et7EW ,SITE PLAN CHAPcm ARRAL ASP ` A PARCEL OF LAND SI UA TED IN G O V'T LOTS 2, 4, 5, 6, 7, 8, 91 107 11, 12, 13, 14, 15, 16, 17, 201 21, AND THE NE114NE1 /4 OF SECTIO.IVT 9. G 0 V 'T LOTS 3, 4, 6, 10, 11 OF SECTION 10 AND GOV'T LOT 2 OF SECTION 16, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 3 PROPERr% U J 1PTTflN A PARCEL OF LAND SITUATED IN GOVT LOTS 2, 3. 4, 5, 6, 7, 8, 9. 111, 11, 12, 13, 15, 18, 17, 19, 20, 21 AND THE NE1/4NEI/4 OF SECTION 9, GOVT LOTS 3, 4, 6, 10 & 11 OF SECTION 10 AND GOVT LOT 2 OF SECTION 16, TOWNSHIP 9 SOUTH, RAND 15 *,8T OF THE SIXTH PRINCIPAL MERIDIAN, COWTY OF PITKIN, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESC9ISEO AS FOLLOWS. COMMENCING AT THE NORTHWEST CORNER OF SECTION 10, A 6.LO. BRASS CAP IN PLACE 1HE POINT I -no _ ALONG THE EA .� POINT ON THE EASTERLY LfNE Ri?Sf'f-E]F'-WA? 1. S5234'33'W 586.50 FEET 2. S33'14'33"W 16225 FEET 3. S4925 59'W 84.40 FEET 4. S46 c7 C7"W 405.64 FEET 5 S46 58 3"W 36.44 FEET 6. S37a5'5'W 203.31 FEET 7 S36'D7'52"W 447.65 FEET 8, S40'42'33W 161.77 FEET 9. S45`45 33"W 298.04 FEET 10. $49'04'33"11V 264.60 FEET 11, S42'18'33'W 300.55 FEET 12. S39'11'33"W 306.39 FEET 13. S27't7'33"W 2$1.01 FEET 14. S,3V35'OO'W 305.94 FEET 15. $125549"4 945.19 FEET TO A PO RIGHT-OF-WAY OF WOODY CREEK T THE NORTHERLY RIGHT -t, --WAY OF SA 1. SW-05'47OW 81.24 FEET 2. ALONG THE ARC OF A CURVE TD TE ANOt E OF 27'i14'32", A DISTANCE i 3. N66'5Y414W 202.66 FEET 4. N68'3VWW 180.86 FEET 5. ALONO THE ARC OF A CURVE TO TT ANGLE OF 31`45'55% A DISTANCE OF 2- 6. 6. 57940'14"W 199.33 FEET 7. THENCE ALONG THE ARC OF A CUR CENTRAL ANGLE OF 34`24'32', A DISTI 8, N6WSVT4'W 275.45 FEET 9. U61- `11"W 218,37 FEET kiG THE NORTHERLY LINE OF SAID SECTION 10 A DISTANCE OF CORNER Of SECTION 3 AND SFCT04 10, A BLM ALUMINUM )NG THE EASTERLY L CSI' GOVT LOT 10 A DISTANCE OF of OF GOVT LOT 12, A BLM ALUMINUM CAP N PLACE; OILY LINE OF SAID LOT 12 A DISTANCE OF 1326.75 FEET TO 2> A 9LM ALUMINUM CAP IN PLACE; THENCE S0142'3'45'E FT 3 OF SAID SECTM 10 A DISTANCE OF 57.75 FEET TO A 1F -WAY OF LITTLE WOODY CREEK ROAD; THENCE LEAW40 THE LOWING FIFTEEN (15) COURSES ALONG THE NORTHWESTERLY CREEK ROAD: ON THE NORTHERLY OAD; THENCE THE FOLLOWING TWELVE (12) COURSES ALONG WOODY CREEK TOLL ROAD: RIGHT HAVING A RADIUS OF 427.88 FEET AND A CENTRAL 70 FEET (CHORD SEARS N80'23'57'W 199.84) LEFT HAVING A RADIUS OF 595.41 FEET AND A CENTRAL .10 FEET (CHORD BEARS 984'26'48"W 325.89 FEET) TO THE RIGHT HAVING A RADIUS OF 823.25 FEET AND A E OF 494.40 FEET (CHORD BEARS N83'07'3O"W 487.01 100, THENCE ALONG THE ARC OF A TO THE LEFT HAVING A RADIUS OF 240.40 AND A CENTRAL ANGLE OF 3516'18". A DISTANCE OF 147.99 FEET (CHORD BEARS N7VM'22"W 145.67 FEET) 11. S$2'45'2S"W 76.95 FEET 95.538 12, ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 657AS FEET AND A CENTRAL ANGkE OF 31'26'T1", A DISTANCE OF 360,58 FEET (CHORD SEARS NS1'31'26°W 356.07 FEET) TO A POINT ON THE NORTHEASTERLY RIGH -OF-WAY OF UPPER RIVER ROAD, THENCE THE FOLLOWING FIVE 0) ALONG THE NORTHEASTERLY R .. T -OF -WAY OF SAID UPPER RIVER ROAD: I. N26`OVDeW 204.14 FEET 3 2 ALONG THE ARC OF A CURVE TO TH, LEFT HAVING A RADIUS OF 2599,96 FEET AND A CENTRAL ANOLE OF 30'06'44", A DISTANCE OF 1 .44 FEET (CHORD BEARS N4166'28W 1350.76 FEET) 3 N56109.504W 217.01 36.915 4. ALONG THE ARC OF A CURVE TO RIGHT HAVING A RADIUS OF 2499.$8 FEET AND A CENTRAL ANGLE OF 09'05'54", A DISTANCE OF 3 6.99 FEET (CHORD .BEARS N51'36'53"W 396.57 FEET) 5. N47'03'56"W 915.79 FEET TO A REB R AND CAP L.S. NO. 15710 IN PLAC9';; THENCE LEAVING SAID RIGHT -O -WAY S69'48'S5"E 441.81 FEET TO A REBAR AND CAP L.S. NO, 15710 IN PLACE; THENCE N04'30'5 "W 104$:40 FEET TO A RESAR ANC CAP L.S. NO. 15710 IN PLACE; THENCE N22'24'18"E 35.83 FEET TO A SPIKE IN PLACE; THENCE N785416"E 111,31 FEET TO A REBAR AND CAP L.S. NO. 172 RV PLACE; THENCE 930'07'20"E 550.01 FEET; THE14CE S44'21"29°E 192.66 FEET TO A #5 REBAR IN PLACE; THENCE 142945'DS"E 709.98 FEET; THENCE N29'4W20'E 9.18 FEET TO AN PRION BAR IN PLACE; THENCE $40'46'281 53.72 FEET TO A RESAR AND CAP L.S. NO. 7972 IN PLACE; IHE4CE S50'07'43E 694.62 FEET TO A RESAR AND CAP L.S. NO 7972 IN PLACE; THENCE N.73'52'34E 25.46 FEET TO A REBAR AND CAP LS. NO. 7972 IN PLACE; THENCE S66'34'001 190.54 FEET TO A RESAR AND CAP L.S. 140. 7972 IN PLACE; THENCE S79'S2'10"E 94;01 FEET TO A RESAR AND CAP L.S. NO. 7972 IN PLACE; THENCE NIWIVS6"E 528.96 FEET TO A RESAR AND CAP L.S. NO. 7 72 IN PLACE; THENCE 958'42'32"E 269,89 FEET TO A REBAR AND CAP L.S. NO. 7972 IN PLACE; THESICE N44.51'08"E 665.29 FEET TO A REBAR AND CAP L.S. NO. 15710 IN PLACE; THENCE N30'50I31"E 87.76 FEET TO A PONT ON THE NORTHERLY LINE OF SECTION 9; THENCE S87'17'51"E ALONG SAID THERLY LINE OF SAID SECTION 9 A DISTANCE OF 1299.09 FEET TO THE POINT OF G N1NG; 11 SAID PARCEL CONTAINING 553.762 k S MORE OR LESS. NO USE SLWA" HOMESTEAD NO. AREA (ACI) ADDRESS 95.538 0333 WOODY CREEK ROAD 2 48.437 1146 LCR RIVER ROAD 3 40.845 1144 LOWER RIVER ROAD 4 36.915 1143 LOWER RIVER ROAD 5 37.910 1123 LOWER RIVER ROAD 6 35.045 0975 LOWER RIVER ROAD 7 41.374 0675 LOWER RIVER ROAD 8 35.652 0873 LONER RIVER ROAD 9 37.918 0671 LOWER RIVER ROAD 10 81.437 0587 LOWER RIVER ROAD 11 62.09.1 0390 LOWER RIVER ROAD TOTAL _..... 553.162 AOTtMu� A}CmS 01AC TO 6:010? fl0 LAW YW *WT C6N "VCE ANY LMAL AC', ON R&ED LPON ANY DEFEAT 14 TN/S SAiVEY WITHm TWEE YEARS AFITR M 'IR57 9fSCOGER SF.OH WI's, iN hV EVENT AAW MW ACTION Lfth ANY S YENFIRIM I$W BATE OIF F aRTII S dk tiC7hE THAN CE BECATF OF QAN€R.%yF SUBDIA510M AND DEDICATItNN A. OWNERSHIP. WOODY CREEK VENTURES, LLC, A COLORADO LIMITED LIABILITY COMPANY ("WCV`) IS THE OWNER OF THE PROPERTY DESCRIBED ON THIS SUBDIVISION EXEMPTION PLAT AND 1041 HAZZARD REVIEW SITE PLAN (THE 'PROPERTY"). S. $IJ DI'v1SI0N. WCV HAS CAUSED THE PROPERTY TO BE LAID OUT, SURVEYED AND PLATTED AS ILLUSTRATED ON THIS SUBDtVIS10N EXEMPTION PLAT AND 1041 HAZARD REVIEW SITE PLAN (THE "PLAT") AND TO BE SUBXCTED TO T'ME RESERVATK*s. EASEMENTS, RESTRICTIONS AND OTHER MATTERS SHOWN OR DESCRIBED HEREON AS WELL AS THE DECLARATION OF PROTECTIVE COVENANTS FOR CHAPARRAL ASPEN RECORDED IN THE PtTKRN COUNTY RECORDS AS RECEPTION NUMBER &l�YL_ (THE "D€CiARAMON") AND THE DEVELOPMENT AGREEMENT FOR CHAPARRAL ASPEN RECORDED IN THE PIT" COUNTY RECORDS AS RECEPTION NUMBER 7LL�Z ¢L7- (THE WALOPMENT AGREEMENT") SERVA::aN WCv HEREBY RESERVES TO ITSELF AND ITS SUCCESSORS AND ASSIGNS THE FOLLOWING: 1. THE RIGHT TO ENTER UPON THE PROPERTY, THROUGH ITS AGENTS AND EMPLOYEES, FOR THE PURPOSE OF PERFQRNG ANY WORK IN CONNECTION WITH ITS DEVELOPMENT OF THE PROPERTY AND THE RIGfgT TO GRANT ADDITIONAL EASEMENTS AND RELOCATE AND/Olt SUBSTITUTE EXISTING EASEMENTS WITH RESPECT TO THE PROPERTY HN ORDER TO COMPLETE THE DEVELOPMENT THEREOF. 2. A NON-EXCLUSIVE EASEMENT OVER AND ACROSS THOSE PORTt04 OF THE PROPERTY AS MAY BE REQUIRED FOR GP=ADR4G AND THE INSTALLATION, MAfNXWANCE, REPAIR AND REPLACEMENT OF DRAINAGE STRUCTURES, IRRIGATION SYSTEMS, FENCING, RETAINING WALLS AND OTHER SIMILAR STRUCTURES. 3. A NON-EXCLUSIVE EASEMENT OVER AND ACROSS THOSE PORTIONS OF THE PROPERTY AS MAY BE REOUFRED FOR THE INSTALLATION, CONSTRUCTION AND MAINTENANCE OF ROADS, DRIVEWAYS, TRAILS AND UTILITIES. 4. THE RIGHT TO ESTABLISH EASEMENTS FOR DRIVEWAYS UPON AND ACROSS ANY HOMESTEAD) OR THE COMMON PARCEL, AS DEFINED IN THE COVENANTS, FOR THE BENEFIT OF NEIGHBORING HOMESTEADS AND THE CHAPARRAL ASPEN HOMEOWNERS ASSOCIATION, INC. BY EXECUTING AND RECORDING A SEPARATE INSTRUMENT ESTABLISHING SAME FOLLOWING RECORDING OF THIS PLAT. 5. THE RIGHT TO GRANT NON-EXCLUSIW EASEMENTS FOR INGRESS, EGRESS AND ACCESS PURPOSES TO THE OWNERS CIF LOTS WITHIFf THE REMOTE PARCEL, AS DESCRIBED N THE APPROVAL RESOLUTION REFERRED TO BELOW, AND TO THE AGENT'S, EMPLOYEES, LICENSEES AND INVITEES OF SUCH OWNERS, OVER AND ACROSS ANY ROADWAY WHICH MAY BE CONSTRUCTED, RE -CONSTRUCTED, OR RE -LOCATED WIT4I14 THE PROPERTY, SUBJECT TO THE RESTRICTIONS OR RESERVATIONS AS MAY FROM TIME TO TIME BE IMPOSED BY WCV PURSUANT TO THE DECLARATION, D. ACV HEREBY GRANTS THE FOLLOWING EASEMENTS, SUBJECT TO THE RESERVATIONS SET FORTH HEREIN AND IN THE DECLARATION: 1. A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND ACCESS PURPOSES TO THE OWNERS OF HOMESTEADS AND THE COMMON PARCEL AS SHOWN ON THE PLAT, AND TO THE AGENTS, EMPLOYEES, LICENSEES AND INVITEES OF SUCH OWNERS, OVER AND ACROSS ALL ROADWAYS AND TRAILS WHICH MAY BE CONSTRUCTED, RECONSTRUCTEO OR RELOCATED WITHIN THE PROPERTY SUBJECT TO T14E RESTRICTIONS OR RESERVATIONS AS MAY FROM TIME TO TIME BE FFM'OSED BY WCV PURSUANT TO THE DECLARATION 2. A NON-EXCLUSIVE EASEMENT TO UTILITY PROVIDERS, INCLUDING WCV, FOR THE INSTALLATION, MAINTENANCE AND REPAIR OF UTILITIES, OVER, ACROSS AND UNDER (A) ALL ROADWAYS AND DRIVEWAYS WHICH MAY BE CONSTRUCTED, RECONSTRUCTED OR RELOCATED WITHIN THE PROPERTY, (8) AN AREA 1.5 FEET WIDE ON EITHER SIDE OF THE CENTERLINE OF ANY GAS, ELECTRIC, CABLE T.V., TELEPHONE OR OTHER UTILITY LIVE WHICH IS INSTALLED AT THE DIRECTION OF WCV, (C) ANY PORTION OF THE PROPERTY DESMATED AS "!iNUTY EASEMENT' ON THIS PLAT, AND (0) ANY PORTION OF THE PROPERTY WHICH MAY BE DESIGNATED BY WCV PURSUANT TO THE RESERVATIONS AND RIGHTS PROVIDED FOR HEREIN OR I' THE DECLARATION. 3. A NON-EXCLUSIVE EASEMENT TO AND FOR THE BENEFIT OF LAW ENFORCEMENT PERSONNEL, FIRE DEPARTMENTS AND OTHER EMERGENCY SERVICE PROVIDERS, FOR INGRESS, EGRESS AND ACCESS PURPOSES, OVER AND ACROSS ALL ROADWAYS AND DRIVEWAYS WHICH MAY BE CONSTRUCTED, RECONSTRUCTED OR RELOCATED WITHIN THE PROPERTY. DATED: --:,,- BOARD OF COUNTY COMMISSIONERS APPROVAi THIS SUBDIVISION EXEMPTION PLAT AND 1041 HAZARD REVIEW SITE PLAN HAS BEEN REVIEWED AND AP OVED BY TH BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY THIS --agI.DAY OF 200¢ SUBJECT TO THE TERMS AND CONDITIONS OF RESOLUTION NO. 158-2000 (THE 'APPROVAL RESOLUTION') RECORDED ON THE 13TH DAY OF FEBRUARY, 2001 AS RECEPTION NO. 451430 IN THE PITKIN COUNTY RECORDS. BOARD OF COUNTY COMMISSIONERS BY: v o ? _ Va CCH AN I J ! pl, HIGH COUNTRY ENGGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 P 1 9y .. t DO HEREBY ,CERTIFY OF HAVE AN EXAMINATI TO BE6miwPRCPERTY HEREIN DESCRIBED AND, BASED ON THAT EXAMINATION, WOODY CREEK VENTURES, L.LC. IS THE FEE SIMPLE OWNER OF THE PROPERTY AND EXCEPT AS NOTED ON THIS PLAT STUD OWNERSHIP IS FREE AND CLEF OF ALL OTHER MONETARY LIENS AND ENCUMBRANCES OF RECORD. DATED BY: STATE OF CDLORADOS� i'4 55. COUNTY OF PITKIN ) THEE E ' NG INSTRUMENT WAS ACKNO DGE V4 DAY OF THfS 20 BY AS F3 -- WITNESS MY HAND AND OFFICIAL '. MY COMMISSION EXPIRES: Brandi L. Jepson f Notary PUt1Iic THY Commission Expires 1/22/2005 601 E. Hopkins Aspen, CQ 81611 I 1, FRANK W. HARRINGTON, DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRIO:, CORRECT AND COMPLETE PLAT OF THEt1AftRA! A_�PEN AS LAID OUT, PLATTED, DEDICATED AND S140VA HEREON, THAT SUCH PLAT WA5 MADE FRAM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION ANO DIMENSIONS OF THE HOMESTEADS, EASEMENT'S AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND AND THAT IT COMPLIES WITH C.R.S. 38-33.3-209. IN WITNESS 04EREOF I HAVE SET MY HAND AND SEAL THIS `_ DAY OF - A.D. 20 NOTE� 1. WILDLIFE PROTECTION AREAS WILL BE ALL AREAS SHOWN ON THE PLAT ABOVE THE SALVATION DITCH. 2. HOMESTEAD 6 AND 7 BUILDING ENVELOPES HAVE OVER 200' OF SEPARATION: AND ARE GREATER THAI; 20D' FROM NATIVE HABITAT AREAS. 3, 1041 ENVIRONMENTAL HAZARD REVIEW AREAS EXIST THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS. AND THE USE AND OCCUPANCY THEREOF. 4. A DETENTION AREA IS SHOWN ON HOMESTEAD 9 TO REDUCE THE FLOWS FROM THE UPPER DRAINAGE BASIN AS IT PLOWS OUT ONTO THE MESA. 5. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF TRUE NORTH DETERMINED BY GPS OBSERVATION YIELDING A BEARING OF S 00'16'48" E BETWEEN THE WEST QUARTER CORNER OF SECTION 10, A $LM ALUMINUM CAP IN PLACE AND THE SOUTFIWEST CORNER OF SECTION 10, AN ALUMINUM CAP LS #15710 IN PLACE. 6. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS COVENANTS AND EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOW IN THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC., CASE NO. PCT -9596C4 DATED MARCH 20, 2000. 7. DATE OF SURVEY WAS JUNE 1999 THRU MAY 2001. S. THIS SURVEY IS BASED ON SPECIAL WARRANTY DEED, RECEPTION #442348 AND CORNERS FOUND IN PLACE. c THIS PLAT WAS FILED FOR RECORD IN THE RECORDER OF PiTKIN CCOLORADO. -P—M., ()N THE _.�Ow. AY OF _ DULY R DED IN BOOK NO. - J�-- • •^ SY: u CLERK AND — O'CLOCK 20 Q1 AND IS AS ItECLIPTION I'] ■ U_ a� a m.� 0i rn 4 CU CO ;a QWa J=� �s C_R KEY PLAN R, U auE rcc. B. mw MM BY: IIB JOB NO, 03OZ2 EB _. FLE: OJOZMM - \ Z\ 9EEI N0. 4: r KEY PLAN 1I NORTH I r KEY PLAN _ PENSION$__ scvE: Ip -=r -o. WE'. OEC. 8. POS ORNMN BY: IlB JOB N0. 0]011 ilE: 0102252 32 SHEET N0. A2.32