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HomeMy WebLinkAbout1.0 ApplicationFedEx Ground - Eastbank Site 6/28/15 Revised Garfield County Application for Minor Subdivision Submitted by: Western Slope Consulting LLC 0165 Basalt Mountain Drive Carbondale, Colorado 81623 970-963-7172 wsconsulting@sopris.net Updated 6/28/15 Page - 2 Table of Contents Page Application Submittal Letter 3 Applicant & Consultant Information 4 Application Form 5 Agreement to Pay Form 7 Property Ownership, Surface Use Leases and Mineral Ownership Information 8 Mineral Ownership 39 Certificate of Taxes Due 40 Property Legal Description 41 Statement of Ownership and Authorization 43 Statements of Authority 45 Letter of Authorization 50 Names and Addresses of All Property Owners within 200 Ft. 51 Map of Subject Parcel and Adjacent Property Owners 53 Project Narrative 54 Relationship to Garfield County Zone District Regulations 55 Building Elevations 56 Landscape Plan 59 Professionally Engineered Drawings and Reports 60 Water Supply Information 64 Vicinity Map 99 Pre-Application Conference Summary 100 Site Plan 105 Relationship to Glenwood Springs Comprehensive Plan 106 Existing County Zoning 109 General Conformity with Garfield County Comprehensive Plan 110 Impact Analysis 114 Adjacent Land Use 115 Radiation Hazard 128 Estimated Construction Costs 130 Responses to Mountain Cross Engineering Letter 132 Eastbank Access Waiver 135 Page - 3 Application Submittal Letter June 29, 2015 Mr. David Pesnichak Garfield County Community Development Department Planning Manager 108 8th St # 401 Glenwood Springs, CO 81601 Dear Mr. Pesnichak: I am pleased to submit herewith the June 28, 2015 revised application for Minor Subdivision to create three lots with the intent of constructing a FedEx shipping facility on proposed Lot 1 (4.187-acres). This submittal includes the additional information requested by the staff and that was delivered to the County in the supplement dated 4/15/15 and the recent changes that resulted from accommodating an access on the east side of proposed Lot 1 (FedEx Site) for the Re-1 School District. The proposed lot boundaries have changed a little and are reflected in a boundary adjustment plat filed recently with the Garfield County Clerk & Recorder and on the included revised Minor Subdivision Plat. In addition, the applicant is willing to restrict use of Lot 3 until there is further Country review of that lot . Lastly, the applicant is requesting an access waiver that is included at the end of this submittal. The overall site is adjacent to County Road 154 identified as parcel number 2185-353-04-001. FedEx Ground Package System, Inc. (FedEx Ground) is a premiere provider of small package delivery services and searched Glenwood Springs as well as surrounding areas for strategically viable sites. The company has elected to locate their new sorting and distribution facility serving Garfield County, and the surrounding area. The project will bring 14.5 jobs to the area as well as bringing strategically located and much needed services to Garfield County and the Glenwood Springs community. FedEx Ground hopes to initiate construction as soon as possible during the 2015 building season. The FedEx Ground facility proposed is described in a separate and concurrently submitted Major Impact Review application. The operation will include an approximately 27,000 square foot building with the majority of business activities occurring inside the building where delivery vehicles are manually loaded and unloaded from a proprietary material handling system. The site is located in a location adjacent to other light industrial uses and will have convenient access to Highway 82 at an existing signalized intersection. This application conforms to the requirements of the pertinent sections of the Garfield County Land Use and Development Code. The FedEx facility will meet the growing shipping needs of the area and is designed to fit the Garfield County land-use goals and also the Glenwood Springs Comprehensive Plan as the site is within the Glenwood Urban Growth Area. The development is laid out to conform to the characteristics of the site in a manner that fits the site’s natural features, offers safe access and is compatible with surrounding uses. Our team looks forward to reviewing this material with the County at the earliest convenience. We look forward to reviewing this application with you. Public notice has been made for this application in conformance with the County regulations. Included with this submittal is one additional copy of the technically complete application on a compact disk. If you have any questions, please do not hesitate to contact me at (970-963-7172) wsconsulting@sopris.net . Sincerely, Western Slope Consulting, LLC Page - 4 Applicant & Consultant Information Property Owner Eastbank, LLC c/o Robert Macgregor 710 East Durant Av W-6 Aspen, CO 81611 970-379-3848 - telephone Planner & Authorized Representative Davis Farrar - Western Slope Consulting LLC 0165 Basalt Mountain Drive Carbondale, Colorado 81623 970-963-7172 - telephone, 970-963-7172 facsimile E-mail: wsconsulting@sopris.net Project Liaison & Authorized Representative Kevin Kiernan – KW Glenwood Springs, LLC PO Box 979 Telluride, Colorado 81435 (619) 517-3525 - telephone E-mail: kevin@thekiernancompanies.com Project Attorney & Authorized Representative David McConaughy - Garfield & Hecht, P.C 420 Seventh Street, Suite 100 Glenwood Springs, Colorado 81601 970-947-1936 - telephone E-mail: dmcconaughy@garfieldhecht.com Project Engineer & Authorized Representative Roger Neal - High Country Engineering 1517 Blake Ave #100 Glenwood Springs, CO 81601 (970) 945-8676 - telephone E-mail: rneal@hceng.com Project Surveyor Frank Harrington - High Country Engineering 1517 Blake Ave #100 Glenwood Springs, CO 81601 (970) 945-8676 - telephone E-mail: fharrington@hceng.com Page - 5 Land Use Application Form Page - 6 Project Description Existing Use : Llghl lnduslnal wllh approved Special Use Pelmlt ilntl re-ex1stl"g Usl!S. vaciml & agrlcul1urnl Proposed U se (From Use Table 3-403): Warel1ouse & Distribution FedEx GrouncJ Facllllty & vacanl lots Description of Project: Minor Subdivision of lhe ~ubjeci property ln lo 3 lots · Lo l-1 , 3.848-Acres. Lo1-2, 17 425-Acres, Lo1·3, 16.927·Acres Wa ter · Individua l well s, Sewer -lndlvldua l Septic Systems Access Sl1ared dnveways off County Road 154 Proposed D~elopment Area La nd Use Type #of Lots #of Units Acreage Parking -Single Family , 1 16 .927 2 Duplex Multi-Family - Commercial Industrial 1 I 3 .848 74 Open Space - Other 1 Existing Use 1 17 45 Exis ti ng on site Total 3 3 38.2 78+ Exi sting REQUEST FOR WAIVERS Submission Requirements 0 Th e Applicant requesting a Waiver of Su bmi ssion Requirements per Section 4-20 2. List: Section : Sectio n : Section: Section : Waiver of Standards O The Applicant ls requesting a Waiver of Standards per Section 4-118. List : Section: Sectio n : Sectlon: Section: I have {e)td the statements above and have provided the required attached Information which is corr l tt alild accurat e to the best of my knowledge. I _// Signatui ~ ofProperty Owner Robert Macgregor, au th orized agenl o f Pres 1ctent Du rene Mgl .. Manager Eas1bank. LLC / Representative for lha Aulhor1zed Trusts OFFICIAL USE ONL V Fiie Number: ____ • ___ _ Page - 7 Agreement to Pay Form ~ Garfteld County PAYMENT AGREEMENT FORM GARFIE 0 LD COUNlY ("COUNlY") and Property Owner ("APPLICANT") Eastbank, LLC; Elizabeth Macgregor Irrevocable Trust dated December 27, 2000; and Flora• agree as follows: 'Macgregor Irrevocable Trust dated December 27, 2000, as te nants-in-common 1. The Applicant has submitted to the County an application for the following Project: __ _ Major Impact Review and Minor Subdivision 2. The Applicant unde rstands and agrees that Garfield County Resolution No. 2014-60, as amended, establishes a fee schedule for each type applicat ion, and the guide l ines for the ~dmlnistration of the fee structure. 3. The Applicant and the County agree that because of the size, nature or scope of the proposed project, it is not poss ible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, an d to thereafter permit addit ional costs to be billed to the App licant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are i ncurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting serv ice determined necessary by the Board of County Commissioners tor the considerati on of an application or additional County staff time or expense not covered by the Base Fee. If actual recorde d costs exceed the in itial Base Fee, the Applicant shall pay additional billings to the County to re imburse the County for the processing of the Project . The Applicant acknow ledges that all billlng shall be pa i d prior to the final consideration by the County of any Land Us e Change or Divis ion of Land. I hereby agree to pay all fees related to t his application: Billing contact Person:_K_e_v_in_M_._K_ie_r_n_a_n _______ Phone: ( 619 ) 517-3525 Billing Contact Address: _P_._O_. _B_o_x_9_7_9 ___________________ _ Ci ty: Telluri de State: CO Zip Code: _8_1_4_35 ___ _ Bi lling contact Ema il: kevin@t hekiernancompanies.com Printed N me of Person Authorized to Sign: KW Glenwood Springs, LLC, authorized agent of APP LI CANT By: KMK X, LLC , Manager By: \our ine, LLC, Memb r Manager (Da te ) Page - 8 Property Ownership, Surface Use Leases and Mineral Ownership Information -ate advanced title company 622 Rood Avenue Grand Junction, CO 81501 970.255. 7677 ph 970.255.6491 fax www.advancedtit/eco.com TITLE COMMITMENT TRANSMITTAL Roxanne Q. Linscomb Chicago Title Insurance Company 5501 LBJ Freeway, Suite 200 Dallas, TX 75240 COPIES TO: Date: April 9, 2015 Order No. 51280 Property: Colorado State Highway 82, Glenwood Springs, CO 81601/Part of the Sl/2 of Section 35, T6S, R89W Parties: Eastbank, LLC, Elizabeth MacGregor Irrevocable Trust and Flora MacGregor Irrevocable Trust/ KW Glenwood Springs, LLC Ta x Parcel: Part of 218S-353-04-001 Thank you for choosing Advanced Title Company for this transaction . We are delivering the following to you wit h cop ies to the captioned parties. Title Commitment Tax Certificate(s) D Affidavit for debts, liens, etc. o Other CHARGES: Ow ner's Policy Extended Cove rage Tax Certificate(s) Lender's Policy Endorsements: $2,254.00 $65.00 $15.00 $ $ MESSAGE: Legal description changed to reflect entire parcel to be re-subdivided. Page - 9 Al TA Corrmitm?nt (6/17.06 ALTA Commitment Form COMMTIVENT FOR TITLE INSURANCE Issued by c§!2~~1 ® STEW l'R T TITLE GU !lRANTY COMP ANY, a Texas Corporation ("Company"), for a valuable considerati>n, comm its to issue its po icy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as o'Y\Oer or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon pa'yment of the premiums and charges and compliance Wth the Requi'e- m ents; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment . This Commitment shall be effective only V\otlen the identity of the Proposed Insured and the amount of 1he policy or policies comm tted for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effect ve Date or \l\hen the polic'y or policies committed for shall issue, V\hichever first occurs, provided that the failure to issue the policy or pclicies is not the fault oft he Company. I he company wll pro\o1Cle a sample ot the comm ttment upon request . This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. IN WIT NESS WHERE OF, Ste'Mlrt Title Guaranty Company has caused Its corporate name and seal to be affixed by its duly authorized officers on the date sho'Y\O in Schedue A. C~rsigned : a ~-6.LJ Authorized Countersignature Advanced Title Company Company Grand Junction, Colorado Cio/, St"" 004UN ALT A Comrritment (6117/06 Page - 10 CONDITIONS 1. The term mortgage, w hen used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual know ledge of any defect, lien , encumbrance , adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those show n in S chedule B hereof, and shall fail to disclose such knowledge to the Company in w riti ng, the Company shall be re lieved f ro m liabili ty for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such know ledge. If the proposed Insured shall disclose such know ledge to the Co mpany, or if the Co mpany othe rwise acquires actual know ledge of any such defect, lien, encumbrance, adverse claim or other matter, the Co mpany at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not reliev e the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply w ith the requirements hereof, or (b) to eliminate excepti o ns shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon cov ered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such lia bility is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Cov erage of the form of policy or policies committed for in favor of the proposed Insured w hich are hereby incorporated by reference and are made a pa rt of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a re port of the condition of title. Any action or actions or rights of action that the proposed Insured may hav e or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage t hereon covered by t his Commitment must be based on and are subject to the prov isions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insura nce is $2, 000, 000 or less shall be arbitrate::J at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at<http.//\Nwvv.alta org />. All notices required to be given the Company and any state ment in w riting req uired to be furnished the Company shall be addressed to it at P 0. Box 2029 , Ho usto n, Tex as 77252. Page 2 Page - 11 COMMITMENT FOR TITLE INSURANCE SCHEDULE A File No, 512BO 1 . Effective Date: March 19, 2015 at 7 :30 am 2. Policy or Policies lo be issued : (a) AL TA Owner's Policy (6-17-06) Proposed Insured: (b) KW Glenwood Springs, LLC, an Arizona linited liability company Proposed Insured: Amount $ 1,012,500.00 $ 3. The est ate or in1eresl in the land described or referred lo i n this Commitment is LEASEHOLD TO BE CREATED BY THE INSTRUMENT DESCRIBED AS FOLLOWS: Ground Lease executed by Eastbank, LLC, a Colorado linited liability company, Elizabeth MacGregor Irrevocable Trust dated December 27, 2000 and Flora MacGregor Irrevocable Trust dated December 27, 2000, as lessor, to KW Glenwood Springs, LLC, an Arizona limited liability company, as lessee, dated December 17, 2014, the Memorandum of which is recorded March 17, 2015 in Book at Reception No. 860458. Said Lease affects a part of the Land herein. 4. Tltle lo the LEASEHOLD estate or interest in the land is al the effective dale hereof v ested i n: KW Glenwood Springs, LLC, an Arizona limited liability company, as lessee under Ground Lease executed by Eastbank, LLC, a Colorado limited liability company, Elizabeth MacGregor Irrevocable Trust dated Decenmer 27, 2000 and Flora MacGregor Irrevocable Trust dated Decenmer 27, 2000, as lessor, to KW Glenwood Springs, LLC, an Arizona limited liability company, as lessee, dated December 17, 2014, the Memorandum of which is recorded March 17, 2015 in Book at Reception No. 860458. Fee title is vested in: Eastbank, LLC, a Colorado limited liability company, Elizabeth MacGregor Irrevocable Trust dated Decenmer 27, 2000 and Flora MacGregor Irrevocable Trust dated December 27, 2000, as their i nterest may appear. Countersigned: Statem ent of Ch arges: Advanced Tiiie C ompany T hese charges are d ue a nd p ayable before a Polic y can be issued: Policy $2,254.00 By ¥rlW-C .b Tax Certificate(s) $15.00 Aut horiz ed Signatory T his p olicy valid only if Schedule B is attached AL TA C omm itment (611 7/06) Copyright 2006--2009 American Land Title Association. All rights reserved. The use of this F orm i s restricted lo ALTA licensees and AL TA m embers in good st andin g as of the date of use. All other uses are prohibited. R ep rin ted under license from the American Land Title Association. Page - 12 F ile N o . 51280 COMMITMENT FOR TITLE INSURANCE SCHEDULE A (continued) 5. The land referred to in this Commilmenl is des cribed as follows: See Schedule A (continued) AL TA C omm itment (6/1 7/0 6) Copyright 2006-2009 American Land Title Association. All rights r ese1Ved. The u se of this F o rm is restricted t o AL TA licensees and AL TA memb!l's in good standing as of the date of use. All other uses are pro hibited. Rep rinted und!I' lic ense fro m the Ameri can !,an d Title Asso ci ati on -"'""'''"c'"' Page - 13 File N o. 51280 Part of Parcel 2A, COMMITMENT FOR TllLE INSURANCE SCHEDULE A (continued) LEGAL DESCRIPTION EASTBANK PARCEL 2 L OT SPLIT, according to t he plat thereof filed January 18, 2012 at R ecept ion N o. 813402 C ounty of Garfield, State of Colorado NOTE: The exact legal description is to be based on a survey of subject Land. Additional Exceptions may result. For identification purposes only; Part of Parcel No. 2185-353-04-001 AL TA Commitment (6/17/06) Copyright 2006-2009 American Land Title Association. All rights rese1Ved. The use of this Form is restricted to AL TA licensees an d A L TA m embers i n good standing as of the date of use. All other uses are prohibite d. R eprinted under license from the American L and Title Association. -""'"(''' Page - 14 COMMITMENT FOR Tlll.E INSURANCE SCHEDULE B PARTI The follovving requirements must be met: 1. Instruments in insurabl e form . which must be ex ecuted, delivered and duly filed for record: File N o . 51280 a. Ground Lease Agreement by and between Eastbank, LLC, a Colorado limited liability company, Elizabeth MacGregor Irrevocable Trust dated December 27, 2000 and Flora MacGregor Irrevocable Trust dated December 27, 2000, as Landlord, and KW Glenwood Springs, LLC, an Arizona limited liability company, as Tenant. NOTE: Statement of Authority for Eastbank, LLC, a Colorado limited liability company recorded January 18, 2012 at R eception No. 8 1 34 04 discloses the following name{s) of the parties authorized for said company and otherwise complying with Colorado Revised Statutes 38-30-172: Robert Duncan MacGregor, President of Dunrene Management. Inc.. a Colorado corporation. Manager of Eastbank, LLC. NOTE: Statement of Authority for Dunrene Management, Inc. recorded June 30, 2009 at Recept i on No. 770437 discloses the following name(s) of the parties authorized for said company and otherwise complying with Colorado Revised Statutes 38-30-172: Robert Duncan MacGregor, President of Dunrene Management, Inc .• a Colorado corporation. NOTE: Statement of Authority for Elizabeth MacGregor Irrevocable Trust dated December 27, 2000 recorded June 30, 2009 at Rec eoti o n No. 770439 discloses the following name{s) of the parties authorized for said company and otherwise complying with Colorado Revised Statutes 38-30-172: Steven M. Marolt, Trustee. NOTE: Statement of Authority for Flora MacGregor Irrevocable Trust dated December 27, 2000 recorded June 30, 2009 at Reception No. 770 440 discloses the following name{s) of the parties authorized for said company and otherwise complying with Colorado Revised Statutes 38-30-172: Steven M. Marolt. Trustee. NOTE: The Memorandum of Lease recorded March 17, 2015 at Reception No. 860458 satisfies this Requirement. 2. You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or w ho w ill make a loan on the la nd. W e m ay then make add itional requirements or exceptions. 3. Pa ym ent of all tax es and assessments, levied and asse ssed against subject p remises , which are due and payable . County Parcel Number: Part of 2185-353-04-001. T ax C ertificate. 4. Affidavit as to debts, liens, and other matters from the owner in a form acceptable to the Title Company. 5. AL TAIACSM Land Title Survey in accordance with the 2011 Minimum Standard Detail Requirements must be submitted to the Company for review and approval. Additional Requirements and/or Exceptions may result. ALTA Com mitment (61 17/06) Copyright 2006-2009 American L a nd Title Association. All rights reserved. Th e use of this F orm is restricted t o AL TA licensees and AL TA members in good st:m ding as of the dat e of use. All other uses are prohibit ed. R eprint ed under license from the Am eric :m L:md Title Association. Page - 15 COMMITMENT FOR TITLE INSURANCE SCHEDULE B -PART II File N o. 5 1280 Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed oflo the sati sfaction of the Company. 1. Rights or claim s of parties in po ssession, not shown of public record. 2. Easements , or claims of easements, not shown by the public record. 3. An y encroachment. encumbrance , violation, variation. or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of t he Land and not shown by the public records. 4. Any lien, or right to a l ien , for services, labor or material heretofore or hereafter fu rnished, imposed by law an d not shown by the public records. 5. Defects, liens, encumbrances, adv erse claim s or other matters , if any, created, first appearing in the public records or attaching subsequent lo the Effective Dale hereof but prior lo the dale the proposed insured acquires fo r value of record the estate or interest or mortgage thereon covered by this Commitment . NOTE: Exceptions 1 through 5 will not appear on the policy(ies) to be issued hereunder once all Schedule B -Part I Requirements have been satisfied and the Company closes the transaction. 6. (a) Unpatented mining claims; (b) reservations or ex cepti ons in patents or in Acts authorizing the issuance ther eof; (c) Minerals of Vvflalsoever kind, subsurface and surface substances, in, on, under and that may be produced from the Land, together w ith all rights , privileges, and immunities relating thereto, whether or not the matters ex cepted under (a), (b) or (c) are shown by the Public Records or listed in Schedul e B. 7. W aler rights , claims or title lo w aler. 8. Taxes or special assessments which are not shown as existing liens by the public re cords . 9. Taxes for the year 2015 , and subsequent years; special assessments or charges not certified lo the County Treasurer. Tax ID Number: Part of 2185-353-04-001 10. Reservations and exceptions in Patents , or A cts authorizing the issuance thereof, including the reservations of the right of way for ditches or canals constructed by the authority of the United Slates, as reserved in United stales Patent re c orded May 20, 1899 al Reception No. 21746 . 11 . Reservations and ex ceptions in Pat ents , or A cts authorizing the issu an ce thereof, incl uding the reservations of the right of proprietor of a vein or lode lo extract and remove his ore therefrom should the same be found lo penetrate or intersect the premises as reserved in United states Patent rec orded May 20 , 1899 at Reception No . 21746 . 12. Easements granted l o The Mou ntai n Stales Telephone and Telegraph C ompany by instrument recorded August 29, 1929 at Reception No. 105227, and by instrument recorded July 13, 1931 at Reception No. 110547. 13. Easement granted lo The Mountain Slat es Telephone and Te legraph Company by instrument recorded October 29 , 1964 al Reception No . 227425 . ALTA Com mitm ent (6117/06 ) Copyright 2006-2009 American L and Title Association. All righ1s reseived. The us e of thi s F onn i s restricte d to ALTA licensees and AL TA memb ers in go od stan ding as of the date of use All other uses are pro hibited. R ep rint ed under license from the Am erican Land Titl e Association. Page - 16 COMMITMENT FOR Tlll.E INSURANCE SCHEDULE B -PART II (continued) File No. 51280 14. Terms, conditions, provisions, agreements and obligations as contained in Garfield County Resolution 81- 387 recorded December 22, 1981 al Reception No. 322946. 15. Terms, conditions, provisions, agreements and obligations as contained in Garfiel d County Resolution 83- 122 recorded May 17 , 1983 al Reception No. 342137. 16. Easement for Waler Line granted lo Leo Jammaron by instrument recorded February 15, 1985 al Reception No. 359483 . 17. Terms, conditions, provisions, agreements and obligations as contained in Garfiel d County Resolution 97- 92 recorded October 7, 1997 at Re cept ion No. 514 786. 18. (Intentionally Omtted). 19. Agriculture Encroachment License with The Roaring Fork Transportation Authority as set forth by instrument recorded August 22 , 2005 al Reception No. 680632. 20. Terms, conditions, provisions, agreements and obligations of Lease from Eastbank, LLC, a Colorado limited liability company, Elizabeth MacGregor Irrevocable Trust dated December 27, 2000, a Colorado trust and Flora MacGregor Irrevocable Trust dated December 27 , 2000, a Colorado trust, as Landlord, and KW Glenwood Springs, LLC, an Arizona limited liabillty company as evidenced in Memorandum of Lease recorded March 17, 2015 at Reception No. 860458 . ALTA Com mitme nt (61 17/06) Copy right 2006-2009 American Land Title Association. A ll rights reseived. Th e use of this F onn is restricted ro AL TA license es and ALTA m embers in go od standing as of the date of use. All other uses are prohibited. R eprinted under license from the A merican Land Titl e Association. Page - 17 DISCLOSURES Order No.: 51280 Pursuant to C.R.S. 10-11-122, notice is h ereby given that: (A) THE SUBJECT REAL PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT; (B) A CERTIFICATE OF TAXES DUE LISTING EACH TAXING JURISDICTION SHALL BE OBTAINED FROM THE COUNTY TREASURER OR THE COUNTY TREASURER'S AUTHORIZED AGENT; (C) INFORMATION REGARDING SPECIAL DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE OBTAINED FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND RECORDER, OR THE COUNTY ASSESSOR Note: Colorado Division of Insurance Regulations 3-5-1 , Paragraph C of Article VII requires that "Every title entity shall be r esponsible for all matters which appear of record prior to the time of r ecording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Advanced Title Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lender 's Title Policy when issued. Note: Affirmative Mechanic's Li en Protection for the Owner may be available (typically by deletion of Exception No. 4 of Schedule B, Section 2 of the Commitment from the Owner 's Policy to be issued) upon compliance with the following conditions: A. The land described in Schedule A of this commitment must be a single-family residence, which includes a condominium or townhouse unit. B. No labor or materials have been furnished by mechanics or ma terialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C . The Company must r eceive an appropriate affidavit indemnifyi n g the Company against unfiled Mechanic's and Materialmen's Liens . D. The Company must receive payment of the appropriate premium. E. If there has been construction, improvements or major repair s undertaken on the property to be purchased, within six months prior to the Date of the Commitment , the requirements to obtain coverage for unrecorded liens will include: disclosure of certain con struction information ; fin an cial information as to the seller, the builder and/or the contractor; payment of the appropriate premium; fully executed Indemnity agreements satisfactor y to the company; and, any additional r equirements as may be n ecessary after an examination of the afor esa id information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. To comply with the provisions of C .R.S. 10-11 -123, the Company makes the following disclosure: (a) That there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (b) That such mineral estate may include the right to enter and u se the property without the surface owner's permission. NOTE: THIS DISCLOSURE APPLIES ONLY IF SCHEDULE B , SECTION 2 OF THE TITLE COMMITMENT HEREIN INCLUDES AN EXCEPTION FOR SEVERED MINERALS. NOTHING HEREIN CONTAINED WILL BE DEEMED TO OBLIGATE THE COM PANY TO PROVIDE ANY OF THE COVERAGES REFERRED TO HEREIN, UNLESS THE ABOVE CONDITIONS ARE FULLY SATISFIED. File Number: 51280 CO C ommitment Disclosu re Page - 18 STG Privacy Notice 1 (Rev 01/26/09) Stewart Title Companies WHAT DO THE STEWART TITLE COMPANIES DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but n ot all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this n otice carefully to understand how we use your personal information. This privacy notice is di stributed on behalf of the Stewart Tit le Guaranty Company and its affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm-Leach-Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you h ave sou ght through u s. This information can include social security numbers and driver's license number. All financial companies, such as the Stewart Title Companies, n eed to sh are customers' p ersonal informat ion t o run their everyday business-to process transactions and maintain customer accounts. In the section below, we list the r easons that we can sh are customers' personal infor mation; the reasons that we choose to share; and whether you can limit this sharing. Reasons we can share your personal information Dowe share? Can you limit this sharing? For our everyday business purposes-to process your transactions and m aintain your account. This may include running the business and managing customer Yes No accounts, such as processing transactions, mailing , and auditing services, and responding to court orders and legal investigation s . For our marketing purposes-to offer our products and services to you. Yes N o Fo1· joint marketing with other financial companies No We don 't share For our affiliates' everyday business purposes-informa tion ab out your transactions and experiences. Affiliates are companies related by common ownership or control. They can be financial and nonfinancial companies. Our Yes No affiliates may include companies with a Stewa rt name; financial companies, such as Stew a n Title Company F01· our affiliates' everyday business purposes-information ab out your No We don't share creditworthiness. For our affiliates to ma1·ket to you Yes No For nonaffiliates to market to you. Nonaffiliates are companies not related by No W e don't share common ownership or control. They can be financial and nonfinancial companies. We may disclose your personal informa tion t o our affiliates or to nonaffili ates as p ermitted by law. If you request a transaction with a nonaffiliate, such as a third party insurance company, we will disclose your p ersonal in formation t o that n onaffiliate. [We do n ot control their subsequent use of information, and suggest you refer to their privacy n otices.] Sharing practices How often do the Stewart Title Companies notify me about their practices? We must notify you about our sh aring practices when you request a transaction. How do the Stewart Title Companies To protect your personal information from unauthorized access and u se, we use protect my personal information? security measures that comply with fed eral and state law. These measures include computer, file, and building safeguards . How do the Stewart Title Companies We collect your personal information, for example, when you collect my personal information? • request insurance-related services • provide su ch information t o u s We also collect your personal infor mation fr om others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other companies. What sharing can I limit? Although federal and state law give you the right to limit sh aring (e.g., opt out) in certain instances, we do not sh are your personal infor mation in those instances. Contact Us I If you have any questions about this privacy notice, please contact us at: Stewart Title Guaranty Company, 1980 Post Oak Blvd., Pri vacy Officer , Hou ston , Texas 77056 File No.: 51280 Page - 19 STG Privacy Notice 2 (Rev 01/26/09) Independent Agencies and Unaffiliated Escrow Agents WHAT DOES THE ADVANCED TITLE COMPANY DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state l aw regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of Advanced Title Company and its affiliates(" NIA "),pursuant to Title V of the Gramm-Leach-Bliley Act (GLBA). The types of p ersonal information we collect and share depend on the product or service that you h ave sought through us. This information can include socia l security numbers and driver's license number. All financial companies, such as , need to share customers' personal information to run their everyday business -to process transactirns and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choos e to share; and whether you can limit this sharing. Reasons we can share yolD" personal information Dowe share? Can you limit this sharing? For our everyday business purposes -to process your transactions and maintain your account. This may include running the business and managing customer Yes No accounts, such as processing transactions, mailing, and auditing services, and responding to court orders and legal investigations. For our marketing purposes -to offer our products and services to you . Yes No For joint marketing with other financial companies No We don't share Fur uur affiliates' everyday lmsiness purposes -informalion aboul yo ur transactions and experiences. Affiliates are companies related by common Yes No ownership or control. They can be financial and nonfinancial companies. For our affiliates' eve1·yday business pw·poses -information about your No We don't share creditworthiness. For our affiliates to market to you Yes No For nonaffiliates to market to you. Nonaffiliates are companies n ot re lat ed by No We don't share common ownership or control. They can be financial and nrnfinancial companies. We may disclose your personal information to our affiliates or to nonaffiliates as permitted by law. If you request a transaction with a nonaffiliate, such as a third party insurance company, we will disclose your persrnal information to that nrnaffiliate. [We do not control their subsequent use of information, and suggest you refer t o their privacy notices.] Sharing practices How often d<idoes Advanced Title We must notify you abou t our sharing practices when you request a transaction. Company n otify me about their practices? How do/does Advanced Title Company To protect your personal information from unauthorized access and use, we use security protect my personal information? measures that comply with federal and state law. These measures include computer, file, and building safeguards. How d<idoes Advanced Title Company We collect your personal information, for examp le, when you collect my personal information? • request insurance-related services • provide such information to us We also collect your personal information fro m others , such as the real es tate agent or lender involved in your transaction, credit reporting agencies, affiliates or other companies. What sharing can I limit? Although federal and s ta te law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share your persona l information in tho se ins tances . Contact Us If you have any questions ab out this privacy notice, p lease contact us at: 622 Rood A venue Grand ,Innction, CO 81501 ; 970-255-7677 File No.: 51280 Page - 20 I llllll lllll lllllll Ill 111111111111111111111111111111111 697251 05/0!1/2006 12 :31P 81796 P192 ft ALSDORF 1 of 3 R 16.00 D 125.00 GARFIELD COUNTY CO ...... ,. ... _, ...... _o•c:loct_1_:--------~0l'PU~t~~ WARBANTYDEED THL!jl>J:ED, Made on thf• d•Y of ,,lla=y~O~J,,,'--"2~0~0~§-------· between cozy POIBT, r..P ., A CllLOV.00 t.IXl'.t'llD PAll.....uir:IP af th• County of P:rftZN' and st.te crf COLOPPO DSTll»IX, LLC, A COLOllDO t.D<n'llD LUJl:tt.:ITT COllP/.llY , of the G1'1tntclr(s ), nnd wrmus, That tit. er1rttorC•), tor and fn e~f•r•thin of th• II.Ill Of ($1,250,QOO.OO ... 0. MUlio.n Two R\lt\drsd J"lf'ly Thausnnd tod: 00/JDO ... DOLLAJlS tha rlil!•fpt Ind aufftdency of 14\fr:ti fa h...-.by Kluv.illdalld, t\1& sr~t.:!, barptrwdr Hld rd c~, and ~ these prnllf'JU dl:in 9r1nt, blrgain, sell, anlf/'/ h ccnft1' llTtO tha GnntM(sJ, h{a he1rs: and ••t-forwwr, 11ll th• re1t pn1p9rty, tcpther wtth ll"pr"GVl!Dntl. if any, aitl.llt•, lyfna sd M;n.v tn th• CatJnty af GAlln:8kP wd State of Calondct, delcrtbtd u fol laws: SD lll!DllT "A" A'I".llClllll> llJa!ll'J.'O AllD DD• A PART lllRllOll' fl.so lr:l'IOMl'I n street ~•r 392!1 COtlNTI' ROAD lS• GLBllMOOD BJ'ltlllQS CO 81601 TOO:&'t'Blll NI~ al l a 1fngul1r llnd htrtdlt.lllW\tl •nd IPFJlrtln.,cu th•reto belonatl'\SI, or fn anywiH appertafnfng I'd the rttVerstoo ft rnwnfont, r11111nder Ind r.utnders, rmita, fUUH end profit• th..-.of; end all ~ •t•t•, rfght tftle fnterMt, cl•f• and diMIJnd Nh•tloirter of t h• 11:nrrtcrca>, •fth•r In ln or 11.a:,rlty, of, fn Md to the llbow bl:raafned pr9illM, Mith the hef'9:ffh•enU a'Od lff!Urt.,.-.cu; TOBA.Y:EA.NDTOBOIJ) the Hid prt11f•M lboV9 ..,._1n!MI •rd .. c-ribed wtth ~-, unta the Qrantee<•>, hh heirs and u11gra forever. Th• Gt'lll'Ttor(•), for hi ... tf, Ma h•fr'• and s-~l ~1tfves, does cDftnllrt, 1~. t.,...fn. wd agr-to Ind with th. &rent•(•), llt a hai" end •ca fQM, ttliat at the ti• of tht .,..lfne mnd •Uwry of ttia• preunb, h• fa wll ••had af t)ia pr•I ... tllboW cCll'IW'f8d, h., goad., .ura, ptrf-=:t, •t:.olut• lllid frdltf-fbl11 ••tat• of lnhtrStenc:e, i '1 l Mrl, fn fe& •fr..,le, ~ ha toad' rfgltt, fU\l pgw'r B l•ful MltJtOrfty to Sll"•nt, b•r;afn , Hll •nd convey th• ... in --.Mr· ...t 1of'9 aa aforHlfd, ft that th• ...-•r• f,... and cl•r frm all fonllr •M crthsr 1f"91b, t.rptna, .. l•, li_, t.-, •ua..-rt:a, ~ and fMtrfcthrw of td\1tl!ftt kind ar ,.,UN &OllYllr, GlmJI!' ~ ,,._.LG ~ raA -au .JOOI ....... ....,_, J'aU A.SI....,.,,. DI dCNla" .,_Al Ila~ oW .aa:m.n-••• .Al'!llemB .mn<D .... ~ &lllUmr, ..., t:JJ ~Dll .&&M'~ fll mmr.l'D. ~., t•J ~ ~ oru:r..:-a ~f t1fJ ~ ~ or5.m ~t UJ ~.r.aa~ uaoar:r~ »DJllOlll,(,1 t~I ~ r.ah'.I~,. HfAD ~I '"co-~~.,.. ....ur·u, JIH, fTI ~ ....._.........,.JJ1U11D....-.r:z.1, J0001 t•Juroaa u-.rcaau, c~~ .. __,.. Anlll::IJ'JJnJ 111:1 .MOn!ftT ~ a7' uaatl Ba~ am9U OR....-. .._._.,., De. U IB ~ ~ --· The Grantar(I) shll rd vH l \MWlfT All> IDR!YEI OERMI th• abow bmraafna:I Pl'tlri•H fn tlla qutat ard pe11cHbl1 pelNef•ton of the tlr.,,tuCa), hf• h1ir1 Ind ualp, .,.fhSt •ll •rd wret1' ptrMll'l or penan1 l.wfully e.l1tll1n1 th• Wl• 01"".,.,. pt1rt thereof. The &fngul ar l'Ulber 1ha ll lncl udlr the plural, end ttle plural tf'11 Si111Ul 1r, .rd the UH Of Jl'1 lll'ftdar s/11ll be opplleobl• to il l ......... IN W1l'Nlll WBJmOP th• aranhr(.11) hu AJtec:utec! tni1 deed on di• det• nt forth Kiovt. cozy l'O!NT, L.P., A COLORADO UMl11lD PAATNBRBlllP STAT~ OF COLOJW)Q BY:~ BY: --~ ll.~oAilu!NB M. • , .... -----co..nty of ...:•:.zl:.:TXX!l=..._ ___ l le) Page - 21 1111111111111111111111111111111111111111111111111111111 697251 05/05/2006 12 :31P 81796 P193" ALSOORF 2 of 3 R 16 .00 D 125 .00 GARFIELD COUNTY CO EXHIBIT A A 27% un d ivided interest as tenancy in common to the fol lowing : A PAl<CllL 01' LAllll LQCATIQ) DI 'l'llli SOtJTB Blll' 01' SllCTIOll 35, TOllN8BlP 6 SOtrm, -· 89 WIST or '?Bii 6'rll PRlllCl:PAL IGlllIDDIJI, LYDIQ 1'0RTllJIRLY AJlll llllSftllLY 01' 'l'D CD'l'JalLDlll OJ' 'l'llli JICWUJIO l'OU lll:VD 7'1111 S0l1'11111UTllllLY OJ '?Bii llOARDIQ IOU: RAll.!10.flD JIOLllIJm AllTllOllrn UQllT 01' llAY LIJQI A11D OOLOllllDO Sll!l'll BXGlllfAT 12 RIClll'Z 01' lfAY LDB llOllll PAll'r:tCllLDLY DJISCRIJIJll) AS l'OLLOllS 1 llJIGDDIDIG AT A PDDI'? 01' ':1111 SOtmllGlll'RR!.Y Rl:ml'r or to.Y LDIJI OlJ COLOllWJO .1'1'.Arl B'.X<lllnY 82. A llllllll AlUl CAP l'OlJRI DI PLM:ll, lllDDlCll TD 800'1'IDIA8r OOllRU or SA:m SllC'r:unr 35 , llSJJIQ A 31/•• ALtlllillllll c:A7 JlllAllll II l 7 DBGRBBS 33•u• • 2075.56 mr, TlDlllC. s 33 DmGRDS 25 • s&• " 337 .42 nsr ro Tiii ClllB'llllr.XD or T11J1 llOUDIG l'Oll llVER1 TlDlllCll Tiii POLLOlfDIU ll OOOllSll8 AL01'0 •All> Cl:ll'l'lllUoinl or %111 RO.UllfG lJOIUt a:rn:R1 1. 11 n D-.s n•n• "111 .30 nmr, 2. S 87 DllGIUlllB 57 131" 1f 342.00 l'Jlr:1 3. a es :osausa n • 31• " 3•2. oo l'llBT1 4. s n D....Us oe•n• " 517 .oo rnr1 S . B tB DllG•Ullll" 53 '3l.• 1f 332 • 00 PUTp s. so DmallllB ss•n• "Jn.oo 1'11S'l1 7, JI' 7' DllGaJIBS 51' 2l.• 1f 111 . '7 l'Dr1 8. ll 12 a-IDB o.•oe• "3'4 .12 1'D'l'1 9. 11 58 DllGllJIH Ja 12s• "lH.91 :narr1 10 . II 33 D-n•at• "445.U l'D'l'J ll . 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B 324.0 :nsT ALOllV BA.Jl) S01"J'llllllSUIU',,Y Ll:Jlll !l'O '1'Ull SOtmlllllllUJILY llrlillll' OP !CAY L:t>llf OP COLOUl>O SrATll JU~ 82 1 '1'DllCll S 4.0 ~8 (8 1 40° B 132.'1 1'1111'1' ALOJfQ SAm ll01J:rllllllll'l'llllt.Y URll; 'rlllll!Cll II 46 DllGD:llS 55' 22• JI l04 . 80 Rl'l' .ALCllG BAD> S01l':lllQ:lll'DLY LDlll1 mJlllCS S 51 D.BGllDS 02' U • JI 111, 93 J'DT AU>llQ SAlll SOU':llllll8'l'lllU.T LXllB1 '1'Kmla S 5' bBOllDS 30 •40" ll 186.78 l'BllT ALOllG SAZD llO'IJ1'lllllR'Y LDlll1 'rllllllCJI 8 55 DSmtDll 51°0• ll 181 .61 nBT JUDB'G SAXD 9011'rBllllll:rnLY LDlll1 TID>ICB 8 57 D:GRDll 02'15" • to.'1 PD'l' ALOllQ SAID 9Dtm111118'l'DLY LDlll TO '1'Ull POZRT 01' BllOllQIIJIG. torJi W111TA 01/17/03 Page - 22 . · 1111111111111111111111111111111111111111111111111111111 697251 05/05/2006 12:31P 817!16 P194 " ALSDORF 3 of 3 R 16 .00 0 125.00 GARFlELO COUNTY CO EXHIBlT 'B' Our Order No. GW248533-5 RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE ms ORE THEREPROM SHOUW THE SAME BB POUND TO PENETRATE OR INTERSBCT THE PREMISES AS R&5ERVBD IN UNITI!D STATES PATENT REmRDBD May 20, 1899, IN BOOK 12 AT PAGE 508, AND RECORDE!D JUNE 1, 1899 IN BOOK 12 AT PAGE 5!0ANDAT PAGE 511 AND AT PAGE512 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED Sl'ATBS PATENT RECORDED May 20, 1899, IN BOOK 12 AT PAGE 508, AND AS REroRDED JUNE 1, 1899 IN BOOK 12 AT PAGE 510ANDATPAGBS11ANDAT PAGE512. UTILITY BASEMENT AS GRANTED TO MOUNTAIN STATES TELEPHONE AND TELEGRAPH IN INSTRUMENT RECORDED August 29, 1929, IN BOOK 161 AT PAGE 261 AND AS RECORDEDJULY 13 , 1931 IN BOOK 164 AT PAGE 152 AND AS RECORDED OCTOBER 29 , 1964 IN BOOK 361 AT PAGE 477. TERMS, CONDmONS AND PROVISIONS OF EASEMENT FOR WATER LINE RECORDED February 15, 1985 IN BOOK 664 AT PAGE 356. TERMS, CONDITIONS AND PROVISIONS OF RESOLlTTlON NO 97-92 RECORDED October 07, 1997 IN BOOK 1037 AT PAGE 381.. RIGHT OF WAY FOR THE DENVER AND RIO GRANDE WESTERN RAlLWA Y. RIGHT OF WAY FOR THE ROARING FORK RIVER. ANY QUESTION , DISPUTE OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OF LAND AS A RESULT OF ANY CHANGE IN THE RIVER. BED LOCATION BY NATURAL OR OTHER THAN NATURAL CAUSES, OR ALTERATION THROUGH ANY CAUSE, NATURAL OR UNNATURAL, OF THE CBNTER THREAD, BANK, OiANNBL OR PLOW OF WATERS IN THE ROARING FORK RIVER RIVER LYING WITIDN SUBJBCT LAND; AND ANY QUESTION AS TO THE LOCATION OF SUOI CENTBR THREAD, BED , BANK OR CHANNEL AS A LEGAL DESCRIPTION MONUMENT OR MARKER FOR PURPOSES OF DESCRIBING OR LOCATING SUBJBCT LANDS. TERMS, CONDITIONS AND PROVISIONS OF MEMORANDUM OF AGREEMENT RECORDED February 02, 2001INBOOK1230 AT PAGE 47 . ENCROACHMENT OF FENCE ON THE RAILROAD RIGHT OF WAY AS SHOWN ON IMPROVEMENT SURVEY PLAT DATED SEPTEMBER 17 , 1999, PREPARED BY WHITE SURVEYING. ENCROACHMENT 01' CONTRACTOR'S YARD ON TO ADJOINING PARCEL AS SHOWN ON IMPROVEMENT SURVEY PLAT DATED SEPTBMBER 17 , 1999 , PREPARED BY WHITE SURVEYING. Page - 23 · 1111111111111111111111111111111111111111111111111111111 692373 02/15/2006 02:55P 81772 PS07 " ALSDORF 1 of 2 R 11.00 D 17 .00 GARFIELD COUNTY CO GENERAL WARRANTY DEED Cozy Point, L.P., a Colorado limited partnership, whose address is % B. Joseph Krabacher, Esq., Krabacher & Sanders, P.C., 201 N . Mill Street, Suite 201, Aspen, Colorado, 81611; for One Hundred Seventy Thousand Dollars ($170,000.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, hereby bargains, sells and conveys to the Elizabeth Macgregor Irrevocable Trust dated December 27, 2000, whose address is% Steven M. Marolt, Marolt & Replinger, CPA's, 230 S. Mill Street, Aspen, Colorado 81611 an undivided six and one-half percent (6.5%) tenant- in-common interest in and to the following real property in Garfield County, Colorado: See Exhibit "A" attached hereto and incorporated by reference herein Together wi th and equal undivided interest in and to hereditaments including water rights and interests, and all its appurtenances and warrants the title against all persons, subject to taxes for 2004 and thereafter, and subject to the matters of record as of the date hereof STATE OF Ca!or4d.o COUNTY OF be...-. Ve..< SELLER: Cozy Point, L.P., a Colorado limited partnership, . By: cx.?7~ --T-~ Darlene Friedland as President of Cozy Point V entures, Inc ., general partner. Date: 5 u. I y 11 , 2004 The foregoing General Warranty Deed was acknowledged before me this /7' day of JU-/ I./ , 2004 by Darlene Friedland as President of Cozy Point Ventures, Inc., a Colofado corporation, the general partner of Cozy Point, L.P., a Colorado limited partnership. Witness my hand and official seal My Commislion Expires My Commission Expires: 02/13/2007 Recording requested by: Thomas J. Hartert. Esq . Balcomb & Green , P .C. PO Drawer 790 Glenwood Springs, CO 81602 (970) 945-6466 Page - 24 1111111 111111111111111111111111111111111111111111111111 692373 02/15/2006 02:55P 81772 P508 " ALSDORF 2 of 2 R 11.00 D 17.00 GARFIELD COUNTY CO EXHIBIT A LEGAL DESCRIPTION A parcel ot land located in the South Half of Section 35, Township 6 South, Rang• 89 west of the 6th Principal Her1dian, lying northerly and easterly of th• centerline ot th• Roaring Fork R1ver and •outbwe•t•rly of th• Roaring Fork Rallroad Holding Authority right-ot-w•y line and Colorado State Highway 82 right-of-way line more particularly described as follow•: Beginning at a point on th• southwesterly right-of-way line ot Colorado State Highway 82, a rebar aad cap found in place, wba.ace the southeast corner ot said Section 35, being a 3 1/4• aluminum cap bears S.37°33'42• B. 2 015.65 feet; thence s.33•25'56• Pl. 337 .42 feet to the centerline of the Roaring Fork River; thence th• following 11 cour••• along said centerline ot the Roaring Fork River; l. N.12"23'29• "'· 116.30 teat; 2. S.81°57'31" w. 342 .00 feet; 3. s .ss•23•31• w. 342 . 00 feet; 4. S.66°08 '31• 5. S.48°53'31• 6. S.69°55'31 " 7. N.79°5l '21• 8 . N. 72°04'08" 9. N.58"38'29" 10. N .33"42'29• ll . N .24"30'30" thence N. 09•45•43• of said ri var; thence N .31°51'14" thence N.42°52'31" thence N.01°55 '52" of said South Hali w. Pl . w. w. w. Pl. w. Pl. E . B. B. B . 511 .00 feet; 332 .00 feet; 363. 00 feet; 181.97 feet; 394.82 teat; 198. 91 teat; 445 .43 feet; 284.61 l••t to the westerly line of said Section 35; 726.25 feet along said westerly line to the centerline 155.85 feet along •aid centerlineJ 315.63 feet •long ••id centerline; of 68 .77 feet along .said centerlin• to the northerly line said Section 35; thenc• S.89°54'21" E. l682 .30 feet along •aid northerly line to the southwesterly r1ght -ot·w•y line of the Roaring Fork R•11ro•d Holding Authority; thence along said aouthwesterly right-of-way line along a non-tangent curve to the left having a radiua of 1960.00 feet , a central angle of 20"01'23•, an arc distance of 684.96 feet, and a Long Chord ot S. 46"02 '24• B. 681.48 feet; thence S.56°03 '05• B . 324 .44 feet along ••id aouthwe•terly line to the southwesterly righ -of-way line of Colorado State Highway 82; thence S .40°48'40" B. 232 .4l feet along •aid aoutbwe•terly line; thence S .f6"55 '22• 11:. 304.80 feet along said •outbwesterly line; thence S.51°02'19• E. 111.93 teat along said southwesterly line; thence S.54°30'40" zr. 186.18 feet along said southwesterly line; thence S.55°51'4.9" B. 181.61 feet along •aid southwe•terly line' thence s .51°02 'l5" B. 90.41 feet along said sou thwesterly line to the point of beginning. Page - 25 l llllll lllll lllllll Ill lllll lllllll lllll lll lllll llll llll 692372 02/15/2006 02:51P 81772 P505 M ALSOORF 1 of 2 R 11.00 D 17.00 GARFIELD COUNTY CO GENERAL WARRANTY DEED Cozy Point, L.P., a Colorado limited partnership, whose address is % B. Joseph Krabacher, Esq., Krabacher & Sanders, P .C., 201 N . Mill Street, Suite 201, Aspen, Colorado, 81611; for One Hundred Seventy Thousand Dollars ($170,000.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, hereby bargains, sells and conveys to the Flora Macgregor Irrevocable Trust dated December 27, 2000, whose address is % Steven M. Marolt, Marolt & Replinger, CPA 's, 230 S. Mill Street, Aspen, Colorado 81611 an undivided six and one-half percent (6.5%) tcnant- in-common interest in and to the following real property in Garfield County, Colorado: See Exhibit "A" attached hereto and incorporated by reference herein Together with and equal undivided interest in and to heredi tarnents including water rights and interests, and all its appurtenances and warrants the title against al l persons, subject to taxes for 2004 and thereafter, and subject to the matters of record as of the date hereof. STATEOF C§!ora..d,p COUNTY OF e.!1./e-f SELLER: Cozy Point, L.P., a Colorado limited partnership, ByJ~-:r-~~ Darlene Friedland as Pre&ideilt ~ Cozy Point Ventures, Inc., general partner. Date: .Ju Ly 11 , 2004 The foregoing General Warranty Deed was acknowledged before me this J:i. day of Jc... It , 2004 by Darlene Friedland as President of Cozy Point Ventures, Inc., a Colfado corporation, the general partner of Cozy Point, L.P., a Colorado limited partnership . '-' Witness my hand and official seal My Commissio n Expires My Commission Expires: ______ a2113/2007 Recording requested by: Thomas J. Hartert, Esq. Balcomb & Green, P.C. PO Drawer 790 Glenwood Springs, CO 81602 (970) 945-6466 Page - 26 1111111 ·11111111111111111111111111111111 lll lllll 11111111 692372 02/15/2006 02:51P 81772 P506 M ALSDORF 2 of 2 R 11 .00 D 17 .00 GARFIELD COUNTY CO EXHIBIT A LEGAL DESCRJPTION A parcel of land located in the South Half of Section 35, Townahip 6 South, Range 89 Weat of th• 6tb Principal Meridian, lying northerly and •••terly of t:b• centerline of the Roaring York River and aoutbweaterly ot t:b• Roaring Fork Railroad Holding Authority right·of·way line and Colorado State Highway 82 right-of-way line more particularly deacrlbed aa follow•: Beginning at a point on the aouthweaterly right-of-way line of Colorado State Highway 82, a rebar a.ad cap found in place, whence the aoutheaat corner o f aaid section 35, being a 3 1/4• alW11inum cap bear• s.31°33'42• E. 2015.65 feet; thence S.33"25'56" w. 331.42 feet to the centerline of the Roaring Fork River; thence the following ll coura•• along ••id centarl1ne of th• Roaring Fork River; l. N.72"23 '29" W. 2. S.87°51'31" W. 3. 4. 5. 6. 7. s.8s•23•31• S.66"08'31" S.48°53'31" S.69"55'31" N.19°51'21" w. w. w. w. w. 8. N.72°04'08• W. 9. N.58'38'29" W. 10. N.33°42'29" W. ll. N .24°30'30" W. thence N.08°45'43" E. of aaid river; 116.30 feet; 342.00 feet1 342.00 feet; 517.00 feet; 332.00 feat; 363.00 feet; 181.97 faet1 394.82 feet; 198.91 feet; 445 .43 feat1 284.61 feet 126.25 feet to the weaterly line of aaid Section 35; along ••id weaterly line to the centerline thence N.31°51'14" B . 155.85 feet along aaid centerline; thence N.42°52'31" E . 315.63 feet along •aid centerline; thence N.01°55 '52• E. 68.77 teat along aaid centerline to th• northerly line of said South Halt of aaid Section 35; thence S.89°54'21• B. 1682.30 feet along aaid northerly line to the southwesterly right-of-way line of the Roaring Fork Railroad Holding Authority; thence along said southwesterly right·of-way line along a non-tangent curve to the left having a radiua of 1960.00 feet, a central angle of 20"01'23", an arc diatance of 684.96 feet, and a Long Chord of S. 46"02'24• E. 681 .48 feat; thence S.56"03'05" B. 324.44 feet along aaid southweaterly line to the aouthwestarly righ-of-way line of Colorado State .Highway 82; thence S.40°48'40" E . 232.41 feet along said soutbweatarJy line; thence S .46"55'22" E. 304 .80 feat along •aid aouthweaterly line; thence s .s1•02•19• E. 111.93 feet along said aouthweaterly line; thence S.54"30'40" E. 186.18 feet along said aouthweaterly line; thence S .55°51'49" E . 181.61 feat along aaid aout.bweaterly line' thence S.57°02'15" E. 90.41 feet along said aouthweaterly line to th• point of beginning. Page - 27 1111111111111111111111111111111111111111111111111111111 !57!5677 PJ2/02/2001 12: ll3P 81230 P44 " ALSDORF 1 of 3 R 1!5.90 D 13!5 .00 GARFIELD COUNTY CO Recording requested by: Thomas Harte rt, Esq. When recorde d, mail to: Thomas Hartert, Esq. 802 Grand Ave., Suite 30 3 Glenwood Springs, Colorado 81601 GENERAL WARRANTY DEED DP ns.c.o Mamm Cr eek Properties, Inc. ("Seller "), with an address of c/o B. Joseph Krabacher, Esq., Krabacher Law Offices, 201 North Mill Street, Suit e 201, Aspen, Colorado 8 1 611, for Ten Dollars ($10.00) a nd other good and v aluabl e consideration, the receip t and sufficiency of which are hereby acknowledged, hereby bargains, sells and conveys to Eastbank LLC, a Col orado limited liability company and whose address is 525 E. Cooper Avenue, Aspen CO 81611 all of Mamm Creek Properties, I n c. 's r ight, t itle and interest in and to the fol lowing real property in Garfield County, Colorado, consisting of a sixty percent (60%) undivided percentage interest in the following real property: SEE "EXHIBIT A"; together with all its appurtenances and warrants the title against all persons, subject to taxes for 2000 and thereafter, and sub j e ct to the matt ers set forth on "Exhibit l" a ttached hereto and made a part hereof. Date : February I~, 2000 STATE OF COLORADO COUNTY OF fuhtf~ SS. By: SELLER: CREEK INC. a Presiden t The foregoing instrument was acknowledged before me February [?i, 2000 by B. Joseph Krabacher,. Pres i d e nt of~Creek Properties, Inc., a Colo rado cor poration. ~E>CPIREB My commission expires ~ W:N001 Witness my hand and official Page 1 of 3 Page - 28 I llllll lllll llllll lllll llll lllllll lllll Ill IEll llll llll !57!5677 02/02/2001 12:03P 11230 P44 " ALSDORF 1 of 3 R 1!5 .00 D 13!5.80 GARFIELD COUNTY CO Recording requested by: Thomas Harte rt, Esq. When recorde d, mail to: Thomas Harte rt, Esq. 802 Grand Ave., Suite 303 Glenwood Springs, Colorad o 81601 GENERAL WARRANTY DEED DP ns.c.o Mamm Creek Properties, Inc. {"Seller"), with an addres s of c/o B. Joseph Krabacher, Esq., Krabacher Law Offices, 201 North Mill Street, Suite 201 , Aspen, Colorado 81611, for Ten Dollars ($1 0.00) and other good and val uable consideration , the receipt a nd sufficiency of which are hereby acknowledged, hereby bargains , sells and conveys to Eastbank LLC, a Col orado limited lia bility company and whose address is 525 E. Cooper Avenue , Aspen CO 81611 all of Mamm Creek Properties, Inc. 's right, title and interest in and to the fol lowing real property in Garfiel d County, Colorado, consisting of a sixty percent (60%) undivided percentage i n terest in the following rea l prope rty : SEE "EXHIBIT A"; together with all its appurtenances and warrants the title against all persons, subject to taxes for 2000 and thereafter, and subject to the matters set forth on "Exhibi t l" attached hereto and made a part hereof. Date: February '~.. 2000 By: STATE OF COLORADO COUNTY OF Me.Id SS . SELLER : The foregoing instrument was acknowledged before me February /?;, 2000 by B. Joseph Krabacher, President of ~Cr eek Properties, I nc., a Colorado corporation. ~E>CPIRES My commission expires ti:( .-Z001 Witness my hand and official Page 1 of 3 Page - 29 I llllll lllll llllll lllll 11111111111111111111111111111111 57!5677 02182/Zl!lel 12 :03P 8123fl P45 " ALSDORF 2 of 3 R l!l .1118 D 135.H GARFI£U> COUNTY CO Exhibit A to General Warranty Deed LE.GAL DESCRIPTION A par cel of land located in the South Half of Section 35, Townsh ip 6 South, Range 89 West of the 6th Principal Meridian , l yi ng northerly an d easterly of the centert fne of the Roarin g Fork Ri ver ond sou thwesterly of the Roaring Fork Railroad Hol ding Authority righ t -of-way llne and Col orado Stole Highway 82 right-of-way line more particularly described as follows: Beginning ot o point on the southwesterly rlght-of -woy line of Colorado State Highway 82. o rebar and cop found In p lace, whence the southeast corner of sold Section 35, being a 3 1/4" aluminum cop bears S. 37" 33' 42" E. 2075.65 feet; thence S. 33' 25' 56" W. 337.42 feet to the centerline of the Roaring Fork River; thence the following 11 couraee along said centerline of the Roaring Fork River: 1. N. 72' 23' 29" W. 716.30 feet; 2. S. 87" 57' 31 " W. 342.00 feet; 3. S. 85' 23' 31" W. 342.00 feet; 4 . S. 66' 08' 31 " W. 517.00 feet; 5 . S. 48' 53' .31• W. 332.00 feet; 6 . S. 59· 55' 3 1" W. 363.00 feet; 7 . N. 79' 51' 21" w. 181.97 feet: 8. N. 72· 04' 08" W. 394.82 feet; 9. N. SB' 38' 29" W. 198.91 feet; 10. N. 33' 42' 29" W. 445.43 feet; 11. N. 24' 30' 30• W. 284.67 feet to the westerly llne of sol d Section 35; thence N. 08' 45' 43" E. 726.25 feet along said westerly line to the centerline of so ld r iver; thence N. 37' 51' 14" E. 155.85 feet along sold centerline; thence N. 42' 52' 31" E. 315.63 feet along acid centerline; t hence N. 01' 55' 52" E. 66. 77 feet along said centerline to the northerly line of said Soutti Holt of sold Section 35; thence S. 89' 54' 21" E. 1682.30 feet along eold northerly line to the southwesterl y right-of-way !in of the Roaring Fork Railroad Holding Authority; t henctr along sold southwesterly right-of-way llne along a non-tangent curve to t he left havi ng o radius of 1960.00 feet, o central angle of 20· 01' 23'', on or e distance of 684.96 feet, and o long Chord o f S. 45· 02' 24" E. 661.48 feet; thence S. 56' OJ' 05" E. 324.44 feet along sold southwesterly line to the southwes t erl y rlgh t-of-w9: line of Colorado State Highway 82; thence S. 40' 48' 40" E. 232.41 feel along so l d southwesterl y llne; thence S 45· 55' 22" E. 304.80 feet al ong sold southwesterly line; th.,nce S. 51' 02' 19" E. 111 .93 feet" along sol d southwesterly line; thence S. 54· .30' 40" E. 166.78 feet along sold southwesterly llne; thence S. 55' 51' 49" E. 161.61 feet along eald southwesterly line; thence S. 57' 02' 15" E. 90.41 feet along sold southwesterly llne to the point of beg inning, COUNTY OF GAllFI ELD STATE OF COLORADO Page 2 of 3 Page - 30 Exhibit 1 to General Warranty Deed EXCEPTIONS The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, as reserved in United States Patent recorded May 20, 1899 in Book 12 at Page 508 as Reception No. 2174 6. Right of way for ditches or c anals constructed b y the authority of the United States, as reserved in United States Pat ent recorded May 20, 1899 in Book 12 at Page 508 as Recept ion No. 21746. Easements and rights of way as granted to Mountain States Telephone and Telegraph by documents recorded August 29, 1929 in Book 161 at Page 261 as Reception No, 105227, July 13, 1931 in Book 164 at Page 152 as Reception No. 110547 and October 29, 1964 in Book 361 a t Page 477 as Reception No. 227425. (Specific location not described.) Terms and conditions c ontained in the Easement for Wa t er Line recorded February 15, 1985 in Book 664 at Page 356 as Reception No. 359483. Terms and conditions contained in Resolution No. 97-92 recorded October 7, 1997 in Book 1037 at Page 381 as Reception No. 514786. Right of way for the Denver and Rio Grande Western railway. Right of way for the Roaring Fork River. Any question, d i spute or adverse claims as to any loss or gain of land as a result of any change in the river bed location by other than natural causes, or alteration through accretion, reliction, erosion or avulsion of t he center thread, bank, channel or flow of waters in the Roaring Fork River l y i ng within subject land; and any question as to the location of such center thread, bed bank or channel as a l e gal description monument or marker for purposes of describing or locating subject lands . Easements and improvements, including, but not limited to, ditches, fences, utility lines, and underground pipes, as shown on the Improvement Survey P l ant da ted September 17, 1 999 prepared by White Surveying. Deed of Trust recorded January _5_, 2000 in Book /liJ at Page Jf!3!/ as Reception No. S 571:>08' . Page 3 of 3 Page - 31 1111111111111111111111111111111111111111111111111111111 ·· 697252 05/05/2006 12~32P 81796 P195 " ALSDORF 1 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO BARGAIN AM> SALE THIS DEED, made this day of_xa==r-"'03'-''-=-20~0'"''"---------' between con ronrr. T.. p .. A COLOUDO L:i:xrrJID PUTNDSJID' gnmror, whose street address is: 3925 COUHTY ROAD 154 ~Ll:llllOOD SPllZlll09 CO 81601 County of P :mcDI , Stll!e of __ .=co::!L:=OUI>O=::::...--• for the consideration of T!J! Da!lan ud od!cr nus! !!!Ill Ja1uM1c cou1mdaa • • • • • • •Dollars in band paid, hereby sells awl conveys to llllTBAn. LLC. A COLOUDO r.DaTllD Lua:rr.xn COIOAllY 0 Joint TW\lt\h. CJ TINf\tw in CClftlDOn .grlllllee, whose street address is: 1315 SAW< comrr AllHIN, CO. 81111 County of P:rn:Df· , State of _-"co"'LO=RAD=o ___ • the following legally described wari:r rights: Se• 1fatar llighte ~it 1 B-1 appurtemmt to: Signed as of the day aod yea.r first above written. State of COLOIWX> ______ County of P:rntm The foregoing instrument was acknowledged before me Ibis day of •x o 3 , 2 o o 6 By B , JOSllPll J'.R'UlACBU >.Troltllrl ?JI Jl'AC'I llOR DAllLD'll W. 1'1tl:llDLAJI Witness my haDd and official seal. . / My commission expires: J.,/2jc.J / <:>( _Q~~·~·~q~l..,(l{.u.1.41d. . ..MhM'«#d'kl1i...::)~~~~~~ N~Public a \11~ r .cordld ratum ta: EAST'BAR, LLC,. A CDlOMDO L.I•tTEO UABI LJTY ms •ME c:aljllf MIU, co 51611 GIR411533 Forn 7'11 02/Dl/r/J 1.1\TEl .H Page - 32 · 1111111111111111111111111111111111111111111111111111111 697252 05/05/2006 12,32P 81796 P196 " ALSOORF 2 or 3 R 16 .00 D 0 .00 GARFIELD COUNTY CO DJUJIIT A A 27% undivided interest as tenancy in common to the following: A PAILCllL OP LAJIII LOO.TED Ilf TBll sovm JDU.r 01' SllC'l'XO!f ls' ~ 6 501lTB, J\AHG:I B9 IRST OF TllJI f'Zll PllDJCD'AL DJUDlAll', LYIJIQ ICOllTllJlllLY A>ll> U.Hllllt.Y 01' 1'1111 Cllll'l'DLDlll OP 'rllm 11.0All.IllG POU: ainll JIJlll 80trrallBllTDLY 01' '1'llll llOllIJ!IQ toll 11.l\ZLJIOIUI BOLDDIG AllTllOll.J:TT llGll'I' 0'11 WAY Ll'.lllB JIJlll CXlLOJlllOO STATJI Jala'llAY 12 llIQBT or WAY LDIJI llOU PAJtTICOLAJILY DSSCJl:r:JllD) AS POL LOWS' HQI!DIDIO AT A PODT DIC TBll Sotr.l'lllllr.nDY llmlT or llll.Y LDlll OP COLOllADO STA'l'I! BIGlll!lU' U, A IUlll.All Allll CU l'OOlll> Ill Pt.M:JI, ~ TBll SOU'Dlllllll'l' CODD OP SAJJJ SJICTIOX 35, lllIHG A ll/4" AL1JJIIllllM CllP BURS II 37 DllllllllJl!J 33'0" II 2075 .&5 !DI1 TllllllCS S 33 DllQIUUIS 25'56" II 337.U nft '1'0 TllJI cmmmLIKI 01' 1'111: ROAll.DIG l'OllX llrvlllll TIDDIO TBll !'OLLOllDfG J.1 COUllBllS &LOW SAXD CDl'l'RllLDlll OP ID RQAllDIQ :J'Olllt aJ:vu.s 1. !f 72 IIZCDIDS 23' 19° II 716 .JO Pllll\'1 2. S 87 DllQUJIS 57'31• lr lU.00 PDT; 1. s as DJIGKDB 23•31• "Ju.oo nrr1 4. 9 66 DIOllDll 08'31' If 517.00 l'Dit 5 . S 48 llSIDIBB 53'31• II 332.DO 1'1111'1'1 6. S 69 DJ!Clallllll 55'31" ff 363.00 .PIDT1 7. Jl 79 X!SGIRllU 81•21• ff 181.. '7 l'lllrr; 8. N ?l DllQQlllS ot•oe• "394.U PZll'r1 9 . !f 58 DJIQllDS 38'29" If l.H.91 ll'llJ:T1 io. a 33 DllCllllS u•u•" us.o rmr:r, 11. a 24 DBQIUIBS 30'30• " 28',67 PSST 1:0 TD DSTBRLT LDIJI or SAID SllCTIOX 35 1 :rnaca Jl OB D•-a 45•43• • 726.25 J'QT ALORQ SA:m llllB'rDLT LlllJI 'JO TD CDTllllLilf OP SAID :RIVD1 TIDl:llCS R 37 DIQllDS 511 1'• ll 155 .85 nrr &LOW 8llD CEMTBRLIJlll 1 IIDlllCll II 62 DSQJIUS 52 1 31• B 315 .U l'Sll'l' ALOllQ lllUD CDTSJILDl81 mlllfCZ R 01 D-.ZS 55 1 52• I '8. ?7 RllT ALOICO SA%D CllllTSRLIJlll '%0 'rllll JIOJITllllRLY LDm OP SADI aoum RALJ' OJ' llAIJ> SllCTZO!f 35' TIDIRCS S U Dllm!Dll H'21" R 1682.30 Hin' AI.OllG SAID JIOll'lUllLY LDIJI '%0 TD SOIJTJllBSTIQILY llillllT OP llAY LDlll 01' '?1111 RCIAll.lllll l'Oll llAXLJIOAD HOLDIRQ Atr.l'JIOJIITY1 'l'BllllCJI ALOMG SUD SOUTllllB&'llllRLI IUQllT or 1111'1" LID ALtlllO A llOR--C1lllV1I ro ~ LSl'I nvnm A RADIIJS OP· 1960. DO PDT, A c:mrrJtAL AlflJLS OJ' 20 DJICD.DB 01•23.' AN MC D:ts'llJlt:ll 01' 68'.'6 nrr. 1'1111 A LOltG CllOllD or 8 " DBQRUS 02'24" JI 681.U l'D'r1 TBDICS s 56 IIJIGRDS 03. os• • 32&. H nsr ALOJIQ SA%D SOIJ'rlDQS~Y LDlll TO D:S SObtBMSSTllJILT IUQBT OP lQT LIICJI OP CXlLOUDO S'l'ATS llIGIDIAY 82; 'rllllllCli 8 0 DllQllBU '8'•0• II 232 .'1 1'l!llT ALOllll Piii SOUTllllU'l'DLT t.Illll1 'l"llllKCI B 66 DSGllllBS 55 ' 22• JI 30&. 80 ll'l!lr1' ALORCI 8Am SOl!DllllB'rllllLY LDnlt TBDCJI S 51 DJIGRD:S 0211!" I 111,U RllT ALOllQ SAID SOll'l'lllllBTJmLY LI11'111 'l'lllllfCll S 54. DJIGRUB 30' 60• R lH. 7 8 ll'l!lr1' ALDJICI SAD> SOtrnlllBftllllLY LDnl1 TllllJICS S 55 DJllDIEllS Sl 1 6J• S 181.61 1'11BT ALOllQ SAID BOtnllllllll'l'llllLT Lll0:1 TlllDICll S 57 l>JIQRDS 02'15• JI 90.41 rD'r ALO>IQ SA%D SOO'l1Dn18'1'1:RLY LI1111 TO 'l:llJI POlll'l' OJ' HGDUC:MG . COlDITr OJ'~ STAft OP COLOJIADO G\124a533 Fo""" ~26. 430 El<MIB!TA1 01(17/0J Page - 33 I llllll lllll lllllll Ill 111111111111111111111111111111111 6972!52 05/05 /2006 12:32P 91796 P197 " ALSDORF 3 of 3 R 16 .00 D 0.00 GARFIELD COUNTY CO WATER RIGHTS EXHIBIT "B" a I 11o11agzr9 Sl95T~AN UNDIVIDED TWENTY-SEVEN PERCENT (l7"'/o) INTEREST IN AND TO ANY WATER RIGHTS, BOTllTRDUfARY AND NON· TRIBUTARY, WHETHER ADJUDICATED OR UNADJVJ>ICATED, AND ALL DITCH AND DITCH RIGHTS, WATER WELLS AND Wi:LI,. RIGHTS, STATE ENGINEER FILINGS, WELL REGISTRATION STATEMENTS AND WELL PERMITS, ADmDICATED AND VNAD.JUDICATED SPRINGS. RESERVOIRS AND RESERVOIR RIGHTS, PONDS AND POND RIGHTS, HISTORICALLY USED UPON OR APPUJl.TENANT TO THE PROPERTY, AND ALL PERSONAL PROPER.TY SUCH AS W£LL IQUIPMENT, FITI'INGS, CAsINGS AND IRRIGATION EQUIPMENT USED IN CONNECTION WITH SAID WATER RIGHTS AND WELLS. GWS248533 Page - 34 : .~ 111111111111111111111111111111111011111111111111111111 ~ ( \ S!171117 1111115/21100 12:!58P 811117 Pll81 " ALSDORF 1 ol 3 R 1!5.ee D 22!5.08 GARFIELD COUHTY CO WARRANTY DEED TIUS DEl!D, Made Ibis 4th day of January , 2000 , between JOB JAMMAJlON r. GBRAx.DINll RAB JJIMllAJ!Oli' o f the said County of GAJtYIBLD and Slate of COLORADO , aranior, and KAM CllU PROPBRTUS, IlllC. A COWRADO CORJ'OJIATION AS TO 6 0'11 INTllRBST r. COZY POINT, L . P., A COLORADO LDII'l'BD PARTNBRSHIP AS TO 40'1s INTllRll:ST. woo .. legal address is 201 MILL STRlll!T STB 201 ASPllN CO 81611 of the said County of PITXIN and Swe of COLORADO • grantee: WITN&SSETII. That the &,rantor for and in consid eratton of the sum of Ten dollar• and other good and valuable consideration DOLLARS , lhe nlteipt and sufficiency of which is hereby acknowlcd1ed. has granted, buaainrd. 1;;old and con¥eyed, and by these present.I doea 1ran1, bvgabt, sen. convey and confirm, unto the granfee, his heiri and auigru; forever. aU the real property together with improvements, if any, 1ituate, lyin& and being in the said County of GARPIBLD and State of Colol>do cleocribed as follows: SD BDIBIT •.a.• 1lsoknownbystn:e11ndnumber11: 3925 COtmTY RO.AD 154, GLKNWOOD SPRINGS, CO 81601 TOGEl'RER with all and singular me hereditamcnu and appuncnanc:c:1 thereto bcJonalng, or in anywise appert.ai.n.ina, and the reversion and reversions, remainder and remaindcn, rents, iuUCJ and profftl thereof', and an lbe emte, righ1, title. interest, claim and demand what- soever of the gnntor, either in Jaw or equity, of , in and to the above bar1ained premises, with the hereditamelltl and appun:coances . TO HA VE AND TO HOLD the said premises above bargained and dacribed, with me appurtenances:, unto the anntc:c. hi1 heirs and assigns forever. And the grantor , for himself, bis heirs. i nd personal representatives, does covenaat, gnant, bargain, imd agree to and with the grantee, bis hcin and aHigns. that al the Hme of the enSQling and delivery of lhcse pretents. he is well seized of the premises abo"le conveyed, has good , sure, perfect, absolute ind ioddeuible estate of inheritance, in law , in fee simple, aOO hu good ri.aht. fuU power and lawfu l aulllorily 10 gran1, bargain. sell and convey the same in maMer and fonn 11 aforcuid. and that the S1111C arc f= and' clear f1'1)QI all former and other gr211ts , bf.raains, sales. liens. taJtes, useummts. enc.umbnnc.es and rest:rW:tions of whatever kind or na.ture aoner, except thoae epecifie B:xception• ahown on the attached aa •BZJl'X~XT i•. The grantor shall and will WARRANI'Y AND FOREVER DEFEND lhe above-bargained pmnisca in lhe quiet and peaceable "°"""ion or the anntee. his heirs and assigns. apins1 all and every person or pmonJ lawfully claimin& lhe wllolc or aoy part tbenof. The sm,ular number 'hi.II include the plural, 1he plural the ainl(Ular. and lhc use of any gend er shall be applicable to all genden. lN WITNE.SS WHEREOF e grantor has execi.ued thii deed on the date sci forth above. ) SS. County of GAJU'l:llLD ) The forc1oing inmumeni wu acknowledged berorc me this 4th day or January • :1000 ' by JOB JAMIQRON ~ GllRALDillll RAii JAJCIQllON . w· Page - 35 SCHEDULE A Order Number: 9902!1!1ll-C2 LEGAL DESCRJP110N A parcel of land l ocated in the South Half of Section 35, Township 6 South, Range 89 West of the 6th Principal Meridian, lying northerly and easterly of the centerline o f the Roaring Fork River and southwesterly of t he Roaring For!< Railroad Holding Authority right-of-way line and Colorado State Highway 82 right-of-way line more particularl y described as follows: Beginning at a point on the southwesterly right-of-way line of Colorado State Highway 82. o rebar and cop found in p lace, whence the southeast comer of sold Section 35, lleing a 3 1/4" aluminum cap bears S. 37' 33' 42" E. 2075.65 feet; thence S. 33• 25' 56" W. 337.42 feet to the centerline of the Roaring Forl< River; th ence the following 11 courses a long said centerline of the Roaring Far!< River: 1. N. 72• 23' 29" W. 716.30 feet; 2. S. 87' 57' 31" W .. 342.00 feet; 3. s. as· 2 3' 31 " w. 342.00 feet; 4 . s. ss· 08' 31 " w. 517.00 feet; 5. S. 48. 53' 31" W. 332.00 feet; 6. S. 59· 55' 31" W. 363.00 feet; 7 . N. 79• 51' 21" W. 181.97 feet; 8. N. 72' 04' oa• W. 394.82 feet; 9. N. 58. 38' 29" W. 198.91 feet; 10. N . .33" 42' 29" W. 445.43 feet; 11 . N. 24" 30' 30" W. 284.67 feet to the westerly fine of said Section .35; thence N. oa· 45' 43" E. 726.25 feet along said westerl y fine to the centerline of said river; thence N. 37' 51' 14" E. 155.85 feet along said centerline; thence N. 42' 52' 31" E. 315.63 feet along said centertlne; thence N. 01· 55' 52" E. 68. 77 feet along said centerline to the northerly line of said South Half o f said Section 35; th ence S. 89' 54' 2 1" E. 1682.30 feet along said northerl y line to the southwesterly r ight-of-way lin of the Roaring Fork Railroad Holding Authority: thence along said southwesterly right-of-way line along a non-tangent curve to the left having o radius of 1960.00 feet, a central angle of 20· 01' 23", an arc di st ance of 684.96 feet. and o Long Chord of S. 46' 02' 24" E. 681.48 feet; thence S. 55· 03' 05" E. 324.44 feet along said southwesterly line to the southwesterly right-of-we: line of Colorado State Highway 82; thence S. 40' 48' 40" E. 2 32.41 feet along said southwesterly line; thence S 46" 55' 22" E. 304.80 feet along sold southwesterly line; thence S. 51' 02' 19" E. 111.93 feet along said southwesterly line; thence S. 54· 30' 40" E. 186.78 f eet along sold southwesterly line; then ce S. 55· 5 1' 49" E. 181.61 fee t alon g said southwesterly line; thence S. 57' 02' 15" E. 90.41 feet along sold southwester!>: line to the point of beginning, COUNTY OF GARFIELD STATE OF COLORADO I llllll 1111111111111111111111111111111 w 1111111111111 5571117 lll/fl!S/28111l 02: !II" 11117 Pl82 " ALSDOllF 2 of 3 R 1!1 .1111 D 229.80 GARFIE\..ll COUNTY CO Page - 36 /. 990299ll File Nllmber 1 11111111111111~1111111111111111111111111111111 !!I !&7107 e11e1:zeee ll2 :!8P 11111 '~OU:~ co 3 of 3 R 1!.ee D 22!.IMl GllRFIELD EXHIBITl EXCEPl'IONS ~~--==================;i The effect of inclusions i n any general or specific water conservancy, tire protection, soil conservation or other district or inclusion in any water service or street improvement a rea . Rig h t of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premiees hereby granted, as reserved in United States Patent recorded May 20, 1899 in Book 12 at Page 508 as Reception No . 21746 . Right of way for ditches or canals constructed by the authority of the United States, as reserved i n United States Pate nt recorded May 20, 1899 in Book 12 at Page 5 08 as Reception No. 21746. Easements an~ rights of way as granted to Mounta in States Telephone and Telegraph by documents recorded August 29, 1929 in Book 161 at Page 261 as Reception No. 105227, July 13 , 1931 in Book 164 at Page 152 ae Reception No . 110547 and October 29, 1 964 in Book 361 at Page 4 77 as Reception No. 227425. {Specific location not described) Terms and conditions con tained i n the Easement for Water Line recorded February 15, 1985 i n Book 664 at Page 356 as Rece ption No. 359483 . Terms and conditions contained in Resolution No. 97 -92 recorded October 7, 1997 in Book 1037 at Page 391 as Reception No. 514786 . Right o! way f o r the Denver and Rio Grande Western railway. Right o f way f or the Roaring Fork River. 1\Ily question, dispute or adverse claime as to any loss or gain ot land as a result of any change in the river bed location by o ther than nat ural cauae s , or a ltera t ion through accretion, reliction, erosion or avulsi on of the cent~r thread, bank, channel or flow of waters in the Roaring Fork River lying within subject l a nd; and any question as to the loca tion of such center thread , bed. bank or channel as a legal description monument or marker for purposes of describing or locating s ubject lands. Easements and improvements, i ncluding, but not limited to, ditches, fences, u tility line•, and underground pipes , as shown on the Improvement Survey Plat dated September 17, 1999 prep ared by Whi te Surveying . -------------- Page - 37 Leases Encumbering the Property There are two leases that encumber the property; Gould Construction and InterMountain Environmental Services. Each of these leaseholders has signed a letter of consent and these are included below. See attached letters from Gould Construction and InterMountain Environmental Services. Page - 38 ~u ntain ENVIRONMENT/\~ SERVICES April 9, 20 15 Garueld Cou nty Community Deve lop men t Departmen t /\ttn: Mr. David Pcsn ichak Plannin g Ma nage r 108 8"' S tree t, 11401 Glenwood Sp rings. CO 8 160 1 Dear Cou nt y Plannin g Department: POBox3336 Glenwood Sp<ing s, CO 3 1602 (970) 945-2822 -Office (970) 963-5993 -Fax www.ln1wa s1e.co1n Yo u arc hereby noti fie d th at lntc nn ou nt ain Enviro nmental Services, as a co mmerc ial tenant of certain la nd area located on Garfie ld Cou nty Road 154 withi n Parcel 2A of the Eastban k Parcel 2 Lo t Sp lit as reco rded, coes here by conse nt to the pro 1>e 11y owners' fi ling of an ap pli cat ion fo r th e Eastbank, LLC Minor S ubdivision . Very truly yours, Na n~ L-;at~~~~ T itle: Preside nt 3927 Cou nty Road 154 -Glenwood Springs, CO -8 1601 Page - 39 Mineral Ownership The applicant has reviewed the records at the Garfield County Assessor’s Office and at the Garfield County Clerk & Recorder’s office and based on the records reviewed, the surface owners are also the mineral owners. The letter below states that based on a review of the title commitment, the minerals have not been severed. The mineral owners or lessees are noted on the Minor Subdivision Plat. Page - 40 Certificate of Taxes Due Account Number R083020 Parcel 218535304001 Assessed To GARFIELD COUNTY TREASURER Certificate of Taxes Due Certificate N umber 2015-00062 Acres 38.20 Order Number 51280 Vendor ID Advanced Title Company EASTBANK LLC 710EDURANT AVE STE W6 ASPEN, CO 81611 622 Rood Ave., Grand Junction, CO 81501 Legal DHoriptiou Silu1 Addrn1 Quarter: SW Section: 35 To"1!ship: 6 Range: 89 Subdivision: EASTBANK PARCEL 2 L OT SPLIT PARCEL 2A. PLAT REC#813402 Year Tu; Fee1 Tu;Ch e 2014 $3 009.36 $0.00 $0.00 T otal Tax Char e Clnmd Total Due 11 ofOl/1'1201' Tax B ill ed at 2014 Rates for Tax Area 006 -I G-MF -006 Authority Mill Levy Amount Value• GARFIELD COUNTY 8.9050000 $373 .82 SPEC.PURPOSE- GARFIELD COUNTY • ROAD & B 3.5000000 $146.93 LAND GARFIELD COUNTY -SOCIAL SE 1.2500000 $52.47 SPEC.PURPOSE- IMPROVEMENTS GLENWOOD & RURAL FIRE 10.5880000* $444.49 IRRIGATED LAND- BASALT WATER CONSER 0.0440000 $1.85 AGRICLTRL. COLO RIVER WATER CONS 0.2530000 $10.62 GRAZING LAND- SCHOOL DISTRICT RE-I 42.1490000 $1,769.41 AGRICULTURAL COLORADO MTN COLLEGE 3.9970000 $167.79 T otal GARFIELD COUNTY PUBLIC LIBR 1.0000000 $41.98 Taxes Billed 2014 71.6860000 $3,009.36 * Credit Levy Paymeatl $0.00 Adual $50,000 $92,770 $1 ,440 $540 $144,75 0 Bahmoe $3 009.36 $3 ,009.3 6 $3,009.36 As1011ed $1 4 ,500 $26,900 $420 $160 $41,980 All T ax Lien Sale amounts are subject to change due to endorsement of current tax es by the lienh older or to advertising and distraint warrant fees. Changes may occur and th e Treasu rer's Office will need to be con t act ed prior to remittance after the following dates: Person al Property and Mobil e Homes -September 1, 2014, Real Property -Sept ember 1, 2014. TAX LIEN SALE REDEMPTION A MOUN TS MU ST BE PAID BY CASH OR CASHIERS CHE CK. Special taxin g distri cts and th e boundaries of such districts may be on file with th e Board of Cou nty Commissioners , th e Cou nty Clerk, or th e County Assessor. This certifi cate does not in clude l and or improvements assessed under a separate account number, personal property taxes , transfer tax or misc . tax coll ected on behalf of other entities , special or local improvement district assessments or mobile homes, unless specifically mentioned. I, the undersigned , do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all outstandi n g sales for unpaid t axes as shown by th e records in my office from w hich th e same may still be redeem ed with th e amou nt req uired for redemption are as noted herein. In witness whereof, I have hereunto set my hand and seal. HCASURCR, GAIHIElO COUNTY KARLAJ BAGLEY Jan 15, 2015 2:05:02 PM JO'Jll"'::itrMt,Su•tt'2G4 Glenwood Springs CO, 81601 Pag e 1 of 1 Page - 41 Property Legal Description LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING NORTHERLY OF THE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHWESTERLY OF THE ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY AND COLORADO STATE HIGHWAY 82 RIGHT-OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82, A REBAR AND CAP FOUND IN PLACE, (WHENCE THE SOUTHEAST CORNER OF SAID SECTION 35, BEING A 3 1/4" ALUMINUM CAP, BEARS S37°44'52"E A DISTANCE OF 2075.65 FEET); THENCE DEPARTING SAID RIGHT-OF-WAY S33°14'47"W A DISTANCE OF 381.32 FEET TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE THE FOLLOWING THREE (3) COURSES ALONG SAID CENTERLINE OF THE ROARING FORK RIVER; 1. N72°34'38"W A DISTANCE OF 806.63 FEET; 2. S87°46'22"W A DISTANCE OF 351.38 FEET; 3. S85°12'22"W A DISTANCE OF 170.00 FEET; THENCE DEPARTING SAID CENTERLINE N04°47'38"W A DISTANCE OF 125.00 FEET; THENCE S77°03'06"W A DISTANCE OF 249.82 FEET; THENCE S53°45'59"W A DISTANCE OF 39.00 FEET; THENCE S00°00'00"E A DISTANCE OF 22.42 FEET; THENCE S71°38'40"W A DISTANCE OF 82.76 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 745.00 FEET, A CENTRAL ANGLE OF 14°25'06", A DISTANCE OF 187.48 FEET (CHORDS BEARS S64°26'07"W A DISTANCE OF 186.98 FEET); THENCE S57°13'34"W A DISTANCE OF 178.94 FEET; THENCE S78°47'49"W A DISTANCE OF 226.84 FEET; THENCE N76°50'20"W A DISTANCE OF 398.56 FEET; THENCE ALONG A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1517.00 FEET, A CENTRAL ANGLE OF 07°17'55", A DISTANCE OF 193.24 FEET (CHORD BEARS N05°46'21"W A DISTANCE OF 193.11 FEET); THENCE N02°07'30"W A DISTANCE OF 93.94 FEET; THENCE N06°53'56"W A DISTANCE OF 199.65 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 636.00 FEET, A CENTRAL ANGLE OF 08°35'56" (CHORD BEARS N12°10'22"W A DISTANCE OF 95.36 FEET); THENCE N16°28'12"W A DISTANCE OF 90.17 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 20°08'57", A DISTANCE OF 105.50 FEET (CHORD BEARS N24°44'53"W A DISTANCE OF 104.96 FEET); THENCE N07°31'07"W A DISTANCE OF 197.63 FEET; THENCE N48°20'56"E A DISTANCE OF 78.22 FEET; THENCE N27°54'09"E A DISTANCE OF 156.25 FEET; THENCE N00°54'54"W A DISTANCE OF 126.04 FEET; THENCE N20°21'21"E A DISTANCE OF 133.39 FEET; THENCE N13°30'20"E A DISTANCE OF 86.17 FEET; THENCE N49°27'26"E A DISTANCE OF 184.75 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35; THENCE DEPARTING SAID NORTHERLY BOUNDARY S00°07'44"E A DISTANCE OF 647.26 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 650.00 FEET, A CENTRAL ANGLE OF 130°10'09", A DISTANCE OF 1476.72 FEET, (CHORD BEARS S65°12'49"E A DISTANCE OF 1179.01 FEET); THENCE N49°42'07"E A DISTANCE OF 278.53 FEET; THENCE N49°54'08"W A DISTANCE OF 104.24 FEET; THENCE N46°10'38"E A DISTANCE OF 532.58 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF THE ROARING FORK TRANSPORTATION AUTHORITY; THENCE ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY S56°20'25"E A DISTANCE OF 227.36 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82; THENCE THE FOLLOWING SIX (6) COURSES ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82: 1. S40°59'49"E A DISTANCE OF 230.22 FEET; 2. S47°06'31"E A DISTANCE OF 304.80 FEET; Page - 42 3. S51°13'28"E A DISTANCE OF 111.93 FEET; 4. S54°41'49"E A DISTANCE OF 186.78 FEET; 5. S56°02'59"E A DISTANCE OF 181.61 FEET; 6. S57°13'24"E A DISTANCE OF 90.41 FEET TO THE POINT OF BEGINNING, SAID PARCEL OF LAND CONTAINING 38.20 ACRES, MORE OR LESS. Property Ownership The subject property is 38.2-acres and it is owned by the following entities as tenants-in-common: EASTBANK, LLC, a Colorado limited liability company, the ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, a Colorado trust, and the FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, a Colorado trust each as to an undivided interest. Chain of Title Summary Fee simple to the subject property is owned by Eastbank, LLC, a Colorado limited liability company, as to an undivided 87% interest; Elizabeth Macgregor Irrevocable Trust dated December 27, 2000, as to an undivided 6.5% interest; and Flora Macgregor Irrevocable Trust dated December 27, 2000, as to an undivided 6.5% interest. Title was acquired by: (1) Warranty Deed dated January 4, 2000, recorded in the records of Garfield County, Colorado as Sequence No. 557607, Joe Jammaron and Geraldine Rae Jammaron as grantor conveyed title to the subject property to Mamm Creek Properties, Inc., a Colorado corporation, as to an undivided 60% interest and Cozy Point, L.P., a Colorado limited partnership, as to an undivided 40% interest; (2) General Warranty Deed dated February 18, 2000, recorded in the records of Garfield County, Colorado as Sequence No. 575677, Mamm Creek Properties, Inc. as grantor conveyed title to an undivided 60% interest in the subject property to Eastbank, LLC, a Colorado limited liability company; (3) General Warranty Deed dated July 19, 2004, recorded in the records of Garfield County, Colorado, as Sequence No. 692372, Cozy Point, L.P., a Colorado limited partnership, as grantor, conveyed title to an undivided 6.5% interest in the subject property to the Flora Macgregor Irrevocable Trust dated December 27, 2000; (4) General Warranty Deed dated July 19, 2004 recorded in the records of Garfield County, Colorado, as Sequence No. 672373, Cozy Point, L.P., a Colorado limited partnership, as grantor, conveyed title to an undivided 6.5% interest in the subject property to the Elizabeth Macgregor Irrevocable Trust dated December 27, 2000; and (5) by Warranty Deed dated May 3, 2006, recorded in the records of Garfield County, Colorado, as Sequence No. 697251, Cozy Point, L.P., a Colorado limited partnership, as grantor, conveyed an undivided 27% interest in the subject property to Eastbank, L.L.C., a Colorado limited liability company. Page - 43 Statement of Ownership and Authorization EASTBANK, LLC FLORA MACGREGOR IRREVOCABLE TRUST ELIZABETH MACGREGOR IRREVOCABLE TRUST February 1, 2015 c/o Dunrene Management, Inc. 710 East Durant Avenue, Suite W-6 Aspen, CO 81611 (tel.) (970) 925-9046 (fax) (970) 925-1162 Garfield County Planning Department Attn: Mr. David Pesnichak 108 Eighth Street, Suite 401 Glenwood Springs, CO 81601 Dear Sir: The undersigned are all of the co-tenant/tenant-in-common fee title owners of that certain real property located in Garfield County, Colorado, legally described as Parcel 2A according to that certain Eastbank Parcel 2 Lot Split Plat filed for recording in the offices of the Garfield County Clerk and Recorder on January 18, 2012 as Reception No. 813402. By this letter, effective as of February 1, 2015, regardless of the date of actual execution, the undersigned hereby confirm that Robert Duncan Macgregor, individually and as Manager of Dunrene Management, Inc., a Colorado corporation, and the President of Eastbank, LLC, is authorized to: (i) execute (as "Applicant" or "Owner"), submit, file, process and pursue land use applications, and (ii) may, in connection therewith, negotiate the terms and conditions of related matters such as fee agreements, special use permits, or other applications, consents, permits and documents or instruments that may be required by Garfield County, Colorado, with respect to the Property. As the Authorized Representative and Agent of the undersigned for the purposes hereof, Mr. Macgregor may also delegate such authority to the instant lessee/developer and or its planner, to-wit: KW Glenwood Springs, LLC and Davis Farrar of Western Slope Consulting, respectively; as well as other related consultants and representatives. Any final agreement(s), plat(s) or recording instruments shall require the execution of the fee title owner of the Property at that time. Should you require any additional inform'ation or confirmation, please feel free to contact the attorney for the undersigned, Thomas J. Hartert, at Balcomb & Green, P.C. Very truly yours, EASTBANK, LLC, a Colorado limited liability company By its Manager, Dunrene Management, Inc., a Colorado Page - 44 Page - 45 Statements of Authority cG Garfield Co unty STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30·172, the undersigned executes this Statement of Authority on behalf of KW Glenwood Sp!lngs, lLC a n Arizona llmftad liablllty oompany (corporation, l imited l iability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or other), an entity other than an individual, capable of holding title to real property (the "Entity"), and states as follows: The name of the Entity is _KW_G_l•_n_wood __ s""p_rings-"-._L_Lc ___________________ __, and is formed under the laws of _Ariz_._on_a ______________________ _ The mailing address for the Entity is _P_.o_._e_ox_s_1-'s._T_a1_1u_rid_e_. c_o_s_1_435 ______________ _ The name and/or position of the person authorized to execute instruments conveying, encumbering, or otherwise affecting title to real property on beha If of the Entity is Kevin M. Kleman, Manager or Four Pine, u.c. Member of KMK FX, LLC, Manager of KW Glenwood Springs, LLC The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows (if no limitations, insert "None"): _N_on_e ___________ _ Other matters concerning the manner in which the Ent ity deals with any interest in real property are (if no other matter, leave this section blank):---------------------- Signature:_\_-+--------+------- Name (printed): r-----'---"-------- Title (if any): _M_•---------------- STATE OF _Ari_·z_on_a _____ ) )SS. COUNTY OF _P_im_a _____ _,) The foregoing Instrument was acknowledged before me this ~5 ~ay of K.bf"W).C ¥ , 20 \ S- by Kevin M. Kleman, Manager of Four Pino, LLC, • cPJ<belqell of KW Glenwood Sptlngs, LLC an Arizona llmlt ad llabllity company •Member of KMK FX, Manager Witness my hand and official seal. My commission expir es: \ \-)1.;=t (Date) LEE ANN WILSON N otary Public • Arizona Pima Count~SEA L) M y Commission Ei<pl rea November 20. 2017 Uulk: (Notary Public) Page - 46 Statem ent of A uthority (C.R.S . § 38-30-172) l. This Statement of Authority relates to an entity1 named; EASTBANJ(, {,LC 2. The type of entity is a: D Corporation D Non-profit Corporation Cg) Limited liability company 0 Genera l partnership 0 Limited partnership 0 Registered limited liability partnership 0 Regi stered limited li ab ility limited partnership 0 Limited partnership association 0 Government or governmental su bdivision or agency 3. The entity is formed under the laws of S ta te of Color ado. 4. The moiling address of the entity is: 710 Eust D u rant Aven ue, Unit W-61 Alipen, Color ado 8 1611. 5. The !ID name and [El position of each person auLhorized to execute instruments conveying, encumbering, or otherwi se affecting tit le to real property on behalf of the entity is: Robert Duncan Macgregor, P resjd eot ol D u n r ene Management, Inc., a Colo rado c orporation , Ma nage r of Eastban k, LLC. 6. 2The authority of the foregoing persoo(s) to bind the entity is IID not limited 0 limited as follows: N/A 7. Other matters concerning the manner in which the entity deals with interests in real property: NIA 8. 3This Statement of Authority is executed on behalf of the entity pursuant to the provisions ofC.R.S. § 38-30-172. 9. Tus Statement of Authority amends and supercedes in all respects any prior Statement of Authority executed on behalf of the en9 · Executed this l 2'h day of January 2012. / By:~-++---r-~~~~~~~ ST A TE OF COLORADO P1TK.1N CO UNTY OF~ ) )ss ) The foregoing instrumenr was acknowledged before me this 12th day of January 2012 by Robert Dwican Macgregor, President of Dunrene Management, lnc., a Colorado corporation, Manager of Eastbank, LLC, a Colorado limited liability company. Witness my hand and official seal. Ir!!!!!!~~=~===~ My Commission expires: ~ 2-3/~15. ~fA1itBJ P~itrr~ V!1.o STATE OF COLORADO blic 1 This foon should not be used unless the entity is capable of holding title to real property. 2 The absence of any llmilalion shall be prims facf9 evide nce that no such llmltatlon exists, ~ The statement of authority must be recorded to obtain the benefits of the statute. • Strike if not appllcable. To""-1. ~ r--k.r + C . lssion Exo!res 07/2312015 {Sa /tJJM-~ " ~reen ,1 f P. {) · !Jo fl l)tto, CD ?I 6 o I C /snvJ~o:R 5j°f1 llJ-'' Page - 47 1111 ~·11-• f:i'M''-'l,r-fW.l~1r ~.lr~~llflfll~:MC/~U ~1 ~ 11111 ReceptJon~; 770439 06/30/2009 0~ 24 07 PM Je•n Alberico I cl 1 ~•c Fae ~6 00 Doc Fee 0 CO GARFIELD COUNlY CO II l l llll Ill l II I llllllll II I II II I Ill S tatement of Authori ty (Section 38-30-172, C.R.S.) I. This S 1ar~meru of Au1honty rl'liltes 10 an entity nJmPd ELJZABETlJ MACGREGOR IRREVOCA BI .E TRUSl DATFD OECEMBEn 27, LOOO 2, ThCl 1ypC' ol L'nliry 1 ~ a TH UST 3, The enr lry Is formed under the laws of COLORADO J"he ma1hng Jdd rt!~~ tor till' entity is: P .O. BOX \0671 AS PEN, CO 8l 6J2 s "Ille nam~ or pos111on or l'ac-h pH50n authorized to execute 1nstrumeru~ conwytng, encun1llcnng, o· otherwise affec·rmg 111l e to real propmy on b~half of the emuy b . STEVEN M. MAROLT, TRUSTEE ti. llk .lUlhOl'lly O[ the foregoing \)~rson(~) 10 b11)d the entity \S limited as follows: NII\ 7 ntb ~t,ttement of Amhorl ty IS execme<l Oil behalf or the t'lllity pursuam (0 the pro v1s1ons of Smion 38-30-172, C.R.S 8 Tiu~ stan>rne m or Aurhority ame nds and supercedes mall respeets any pnor Statement of AL1thnrirv executt!d on ll~hatr of tht! enury. S1rm·orco1..0Rf){)D ) )ss County of GARFIELD ) Till' 1ore omg Instrument \"as adcnow ged before me on June 29 , 2009 by STEVEN M. MAROLT (" 1"'1J I 111 137% O!il.:.'OOR IFll\I ~1 111 Odl STEVEN M. MAROLT P .O. BOX l 067J ASPEN, CO 8 16 12 GC63003R02 (8230041} JANICE L JOHNSON NOTARY PUBLIC STATE OF COLORADO Page - 48 II I I 111111111111111111111 11 1111111 S t a tem ent ot Authority (Sect ion 38-30-172, C.RS.) I. nus Sr,nemem or Aurhomy relate~ to an enti ty named FLORA MACGREGOR mR EVOCA BLE TRUST DATED DECEMBER 27, 2000 1 The type ot entity 1s a TRUST 3 Thl' entity Is iormed under the l.1ws of COLORADO 11 . The mail11111 address tor the emity is. P .O . BOX 10671 ASP I!N, CO 11161 2 s rhe name or posi11011 of t!.ich person authoriud to executl' in~rrumcm~ conveying, enrnmbenng, or othe n' 1se affeomg ntlr to real propeny on behalf of thr 1•m1ty ts: STEVEN M. MAllOLT, TRUSTEE 6 The .iut l1on11uf1lw 1orf.'goi11g µerson(~) 10 bind the Cntltj 1s li m 1 1~cl a~ follo w~: NIA 7. This stutcmenr of Allfhorlry Is execurec l on behal f of th e t'ntity pursuant to the provi ~ia11 ~ of Secr 1011 38-J0 -172, C R S, U This s1a1eme 111 ol Authonty 11rnends and sup ercede~ in all respects any prior Sratemem of A111horlry exetu100 on behal[ of rile ~muy st~u· ur co J...o /Ut {JV Co1J1ty of GARFIELD Not.1 My W l1t'11 !{~corded R1•11 1m 111 ) )55 ) 1owledged before me on Ju ne 29, 2009 by STEVEN M . l\Li\R OL T STEVEN M . MAROLT P.O. BOX 1067 1 ASPEN, CO 81612 GC6J003002 {02:10 040) r .JA NI CE L JOHNSON NOTARY PUBLIC STATE OF COLORADO Page - 49 Slatemcnl Dr A ul ltority (C.R.S. § 3&·30-172) I. Thi s Sta tement of Authority re lates lo nn entity' nam ed : DUNllE1"iE MANAGEMENT, INC. 2. The type of l!lllily is a: ~ Corporation D Non-profit Co rporat!on a l .i111itcd liability company 0 General pnrtnr.:rshl11 0 l,i mitcd partnership 0 Regi ste red l imited li ability partn ership Q Registered limiled liabi li ty lim ited panncrship 0 Limited partners hip associ:itlon 0 Govemmcnl or governmenta l su bd ivision or agency 3. The enti ty is fonned under the laws of Stute of Cul or lldo . 4. The mailing address of t:he enli ty is : 7 10 Eul D uruni Aven ue, Unit W-6, Aspen , Co lor au o R16J J . 5. The 00 name a11 d 00 position of the person authorized to r.:xecute instrument s conveyi ng, enc umbering, or otherwise affecting title lo real propeny on behalf of the en tity iii : Robert Du ncll n Mncg r cgo r , Prc.s idcnl uf Ounrcn e Mana gement , Inc., n Co lorado corporation. 6. ~Tho authorit y of th e foregoing perwn(s) lo bi.ad lbe entity is l8J not limited 0 limited as follow~: NI A 7 0 1h1:r matters concerning the manner in wh ich the co.Lily deals wit h interests in n.:ul property : NI A 8. lThi s Sta1emel\I of Autho rity is executed on behalf or 1hc enti ty pursuanl to the provisions of C.R.S. §.38-30-172. 9. 4 This S1utemenl or Aul hority amends and s uperccdes in all respects any pri or Su1tement of A uLhoril y executed on behalf of thee tity. J::xecuted thi s 29 111 day of February 2009. By: I SJ'A TL OF COLORAJJO ) )ss COUNTY OF GARHELD ) Rob V\_ The fo r1:goi11g instrwm:nl was ucknowlcdg,ed before me this ____;;:/__ da y uf Jun e 1009 by Robert D11ncan Macgrego r, Presidenl of Dunrene lanagemem , Inc , a Colorado corporation . Wilness 111 y hand and offi cial sc:a l My Co rnrnis s io11 r:x . ir~ · l JA NICE LJOHNSON NOTARY PUBUC STATE O~O..flAD~. , u~ °Cornrn,•·~11;"' E •P1'§:; ' 12 Th l~norm snO.u 1d no t De used unless the enllty Is ca pable of hold ing title to rea l property. 1 Tl'ta absence of any li mitation shall be prfma facie ev idence that no such lim itation ex ists 1 Tne statement of authority must be recorded 10 obtain the be nelils of the sxitule .~ 4 Strikelfnol app!icable ~4v.r" i • ! ~bet1 (Y}q~i 'P1or f'}fO C'd~i· 'J).11-__-/ _,py~ tJ. (J)--,6 /lytt.11, to 'i'/611 Page - 50 Letter of Authorization EASTBANK, LL C Mr. Dav id Pcs nichak Garfield Co unty Com munil.)1 De velopme nt I 08 8th Street. Suite 40 I Glenwood Springs. CO 8160 I Dear Mr . Pesaichak : Fehruary 27 . 2015 As 1he auth orized repre se nta ti ve of Castb an h.. LLC. I am wo rkin g wi t h a developrm:nl team lh at is purs uing Minor Subdivision and Major Im pact Rcvit:w applications for three lots and construcli on of a Federa l Express faci lit y proposed to be bui lt on the property located adjacent to CR 154 identifi ed as Parcel No. 2 185-353-04-00 I , I hereb)' co nse nt to and auth ori ze th e processing of the Maj or Impact Review Application and Min or Subdivision Applica 1i ons before the Ga rfield Cou nty Colorado Planning Co mmi ss ion and Boa rd of Commi ss ioner s: Further. I aul hori.le Davis Famtr of Western S lope Co ns ulting. Ca rb onda le, Co lorado, David McCo naughy of Ga rfi e ld and Hech1 PC, G le nw ood prings, Col<.i rad o. Kevin Kiernan o f KW Glenv.ood Springs, LLC a nd Roge r Neal, High Country Engineering. Glenwood Spring:., Co lorado to serve as my rep resentat ives for purposes of processing these application~ befo re Garfield Co un t), CO. Yours Prc~1Jc11 Durcne i\Ltnagcmcnt, Inc.; .\l.lffi1~e1 11f F.1>1lnnk.. Ll.C .inJ \ml oa'led Rcprc~e111.111 ve for rhc \uthorucJ Trus1~ 710 E A S T DURANT AVE ·ASP EN. COLORADO ·8 1611 Page - 51 Names and Addresses of All Property Owners within 200 Ft. Adjoining Property Owners 200 Feet from Property Boundaries Information Obtained from Garfield County Assessor's Records 4/17/15 PARCEL# NAME ADDRESS2 CITY STATE ZIPCODE 218536313001 NEILEY, RICHARD Y JR & MANISCALCHI, MARIA E 6800 HWY 82 UNIT 1 GLENWOOD SPRINGS CO 81601 218535301033 GOULD, MARK C & MARY A 200 OAK LANE GLENWOOD SPRINGS CO 81601 218535301021 BISHOP, JOHN M & TAKEMOTOT, SUSAN & HAUMANN, ROBERT 626 CASCADE AVE BOULDER CO 80302 218535400025 SHANE & BRUCE'S LTD. LIABILITY CO 4185 COUNTY ROAD 154 GLENWOOD SPRINGS CO 81601 218536313002 COLORADO DEPARTMENT OF NATURAL RESOURCES FOB DIVISION OF PARKS AND WILDLIFE AND PARKS AND WILDLIFE COMMISSION 1313 SHERMAN STREET DENVER CO 80203 218536300013 ROARING FORK TRANSPORTATION AUTHORITY 530 E MAIN STREET ASPEN CO 81611 218535301034 WESTBANK RANCH HOMEOWNERS ASSOCIATION PO BOX 2703 GLENWOOD SPRINGS CO 81601 218535423007 BLUE HERON PROPERTIES LLC 1007 WESTBANK ROAD GLENWOOD SPRINGS CO 81601 218534402008 HENKE PROPERTY LLC c/o CARL B LINNIECKE 215 S MONARCH #101 ASPEN CO 81611 218535400024 SHANE & BRUCE'S LLC 4185 COUNTY ROAD 154 GLENWOOD SPRINGS CO 81601 218535400017 ROSE, JAMES L. PO BOX 432 RIFLE CO 81650-0432 218535304001 EASTBANK LLC c/o MACGREGOR, FLORA IRREVOCABLE TRUST 710 E DURANT AVE STE W6 ASPEN CO 81611 218535304002 MACGREGOR, ROBERT DUNCAN 710 EAST DURANT AVENUE UNIT W-6 ASPEN CO 81611 218534402007 KBH LLC 1502 DORCHESTER DR OKLAHOMA CITY OK 73120 218534402004 ROARING FORK LAND NO 4, LLC c/o NORMAN J BENFORD 333 AVENUE OF THE AMERICAS, SUITE 4400 MIAMI FL 33131 Page - 52 218535200015 WAREHOUSE INVESTMENT PARTNERSHIP 1111 DUNN AVENUE CHEYENNE WY 82001 218534102003 ROARING FORK PURCHASE TRUST c/o LONGFELLOW MANAGEMENT PO BOX 380199 CAMBRIDGE MA 2238 218535200022 JAMMARON, KENNETH V. & KAREN A. 4913 HWY 82 GLENWOOD SPRINGS CO 81601 218535200023 L & Y JAMMARON FAMILY LLLP 4915 HIGHWAY 82 GLENWOOD SPRINGS CO 81601-9622 218535200021 JAMMARON, GLEN L. & LYNNE 4909 HIGHWAY 82 GLENWOOD SPRINGS CO 81601 218534402006 ROARING FORK LAND NO. 6 LLC c/o NORM BENFORD 333 SE 2ND AVE #4400 MIAMI FL 33131 218535200058 JACKSON, CARTER T. & LOUISE VAN K. PO BOX 27 GLENWOOD SPRINGS CO 81602-0027 218535300060 ROARING FORK RE-1 SCHOOL DISTRICT 1521 GRAND AVE GLENWOOD SPRINGS CO 81601 218535400059 ROARING FORK TRANSPORTATION AUTHORITY 530 E MAIN STREET ASPEN CO 81611 218527400057 LAZY H SLASH ELEVEN LLC PO BOX 27 GLENWOOD SPRINGS CO 81602-0027 218526200030 ROARING FORK TRANSPORTATION AUTHORITY 530 E MAIN STREET ASPEN CO 81611 Page - 53 Map of Subject Parcel and Adjacent Property Owners Subject Property N Subject Property Page - 54 Project Narrative This application is a request for review of a Minor Subdivision application to create three lots. Proposed Lot 1 is to be used for a Federal Express Warehouse and Distribution Center in the Rural Zone District on the parcel owned by Eastbank, LLC, the Elizabeth Macgregor Irrevocable Trust dated December 27, 2000, a Colorado trust, and the Flora Macgregor Irrevocable Trust dated December 27, 2000. As the County is aware, in September 2014 Commissioners Resolution 2014-50 approved essentially the same Warehouse and Distribution Center that is described in this application, adjacent to the Glenwood Springs Airport. That approval required the applicant to work with the city of Glenwood Springs on two conditions concerning a financial contribution for road improvements and land dedication for the South Bridge landing. During the process of negotiations with Glenwood, the applicant found the current alternative project location south of Glenwood Springs immediately west of the Highway 82/County Road 154 intersection. After the proposed site was identified, the applicant met with the city of Glenwood Springs’ staff and Mayor to present the new location and requested initial feedback on the site. The City representatives offered comments, but were generally pleased to see the new project location away from the Glenwood Springs Airport and where there were no impacts to the city streets. This submittal represents a request to Garfield County for approval of the site described herein. The applicant is pursuing administrative review of a Minor Subdivision to create three lots and as noted above, the FedEx ground facility will be located on proposed Lot 1. This Federal Express facility is urgently needed to meet increasing demands for shipping services in eastern Garfield County. The demand for shipping services has been increasing and will continue to increase as e-commerce expands in the in the region and the country as a whole. FedEx Ground Package System, Inc. (FedEx Ground) scouted Glenwood Springs and surrounding areas for strategically viable sites and as noted above, is pursuing a location in the southerly portion of the Glenwood Springs Urban Growth Area. The facility is designed as an inward oriented operation with the majority of its business related activities occurring inside the confines of the approximately 27,000 square foot building where delivery vehicles are manually loaded and unloaded from a proprietary material handling system. The new site is situated off County Road 154 adjacent to a light industrial area with direct access to the signalized intersection at Highway 82. The location offers good access to the Roaring Fork Valley region and is distant from residential densities. The building design and function is compatible with adjacent existing structures and industrial uses. An employee parking lot is located on the east side of the building and has direct access to the Highway 82 corridor. The non-public administrative office area is also located in the southeast quadrant of the building offering convenient entry for employees and the occasional visitor. The facility is not be designed or intended to accommodate individual customers driving to and from the site. It is projected that the proposed facility will operate 7 days a week with terminal operation for trailers and 5 days per week terminal operation for pick-up and delivery. Based on this it is anticipated that the proposed Federal Express facility at build-out will generate a total of 230 ADT with 47 trips (24 inbound/23 outbound) during the AM peak hour and 44 trips (24 inbound/20 outbound) during the PM peak hour. It should also be noted that this facility will not be open to the general public (see the Rick Engineering Traffic Impact Analysis submitted separately with this application). The operation will employ 14.5 full-time equivalent (FTE) workers; 9 full time and 9.5 part-time persons. The building will be accessed via a driveway intersecting County Road 154. The Traffic Impact Analysis discusses traffic volumes and recommended mitigation actions. Careful study has gone into the siting of the building on the property to ensure proper function and relationship to the site. The administrative office portion of the facility is in the south easterly quadrant of the building for good accessibility by operations personnel. The majority of the delivery van sized doors are located on the south and north sides of the building. Security of the parcels is a high priority for FedEx Ground and the drive-in doors will remain mostly closed for both aesthetic and security purposes. Page - 55 Clad in a palette of pleasing neutral colors with simple rooflines, the understated building is meant to serve as a subtle background rather than a focal point of the landscape. Articulated metal architectural wall panels allow the complimenting colors and projecting shade elements to breakdown the scale of the building and provide relief in a climate where shadow lines are crisp and clean and seldom muted over 65% of the year. Site grading and drainage will incorporate best management practices both during and after construction, including native re-vegetation of disturbed areas, erosion control and storm water quality measures. In keeping with the spirit of sustainable design, the facility makes generous use of technologies and materials that conserve natural resources and limit the production of greenhouse gases. Large HVLS (high volume low speed) overhead fans are used in the distribution area to circulate air and provide a cooling affect. The structural components, roofing and wall panels are comprised primarily of steel, a material that approaches 90% in recycled content. Relationship to Garfield County Zone District Regulations The proposed site presently lies in unincorporated Garfield County in the southerly portion of the Glenwood Springs Urban Growth Area. The zoning on the property is Rural (R) which allows “Warehouse and Distribution Center” as a Major Impact Review use. In keeping with the requirements of the Garfield County Land-Use and Development Code, the project was evaluated for compliance with the Glenwood Springs Comprehensive Plan and its Urban Growth Area. The analysis is included in a subsequent section of this narrative. Significant Natural and Man-made Features on the Site The property is dominated by a series of relatively flat terraces situated at a prominent bend in the Roaring Fork River on the site of an old gravel pit. Each terrace is separated by a small, relatively steep slope that is characteristic of such river terraces in the Roaring Fork watershed. A dirt driveway passes Page - 56 through the property providing access from Old Highway. The upper terrace (on the east side of the property) is dominated by a flood irrigated hay field on the north with commercial development and the remnants of the old gravel operation. Another dirt driveway passes through this portion of the property paralleling the river to the west of the developed area. Outside of the hayfield and the developed areas, the vegetation is disturbed and quite sparse with large areas of bare soil. The slopes between the terraces are the most intact and the native plant communities that persist on those sites are likely remnants of the vegetation that once dominated the property. A more detailed description of the site, vegetation and wildlife is found in the Ecological Assessment Dated February 18, 2015 prepared by Colorado Wildlife Science, LLC and submitted as a separate attachment with this application. There is an existing solid waste service provider on the site which will remain and will be located on a separate 17.425-acre parcel in the proposed Minor Subdivision identified as Lot 2. This facility operates as a pre-existing use and under a separate Special Use Permit approved by Garfield County. Building Appearance The following page includes illustrations of the proposed building elevations. Page - 57 Building Elevations Page - 58 [I] ~ST ELEVATIO N Mt.TAI. WA.LL PAN EL ~ ~ ;., I "' ·.- I "' "' "' _t ~::;.ORTH ELEVATIO N !oak Atdolwt! ... ;:;;;:;,; •--... -.m-.... ...... -·-·- Page - 59 Landscape Plan The illustration below shows the landscaping concept. A Detailed landscaping plan is included with the engineered drawings submitted separately with this application. Page - 60 Professionally Engineered Drawings and Reports Professionally engineered drawings and reports submitted with this application include the following items that are submitted with this project narrative under separate cover. Water supply/distribution plan. An engineered utility plan is included with this submittal under separate cover. The three new minor subdivision lots are to be served by individual wells. Documentation showing good water quality, adequate physical supply and legal water sources is included in this submittal. The FedEx site proposes to use a commercial well with on-site storage which will serve both domestic water supply and fire protection. The applicant requests that the county allow construction and completion of the FedEx on-site water system a condition of the Certificate of Occupancy for the facility. Wastewater treatment plan. An engineered utility plan is included with this submittal under separate cover. Each of the three lots in the minor subdivision will be served by an on- site septic system proposed to be completed in conjunction with a building permit. Information on percolation rates and soils conditions is included with this submittal. In the case of the FedEx facility, a newly constructed on-site ISDS is proposed. The engineering design drawings show a system that will be adequate to serve the needs of the facility. An ISDS is a viable option for this facility that will have a maximum of 9 full time employees and 9.5 part-time employees or a total of 14.5 full-time equivalent staff. On-site wastewater generation is anticipated to be less than 2,000 gallons per day. Grading and Drainage Report/Plan. A drainage report and associated plans completed by High Country Engineering are included with this submittal under separate cover. Proposed roadway and parking area designs. Roadway and parking area design configurations are shown on the included High Country Engineering site plan submitted as part this narrative and included within this submittal under separate cover. Soil and foundation investigation. A geotechnical investigation completed by HP-Geotech is included with this submittal under separate cover. This report addresses soils and includes foundation design recommendations. Page - 61 Preliminary cost estimate for all public improvements. A preliminary cost estimate for site improvements is included with this narrative. Phasing schedule. The project will be constructed in a single phase. Access. The proposed subdivision includes three lots. Lots 1 and 2 both have access to County Road 154 ROW, which is an existing county minor collector (based on traffic counts). Lots 1 and 2 will share an improved existing access that is currently located on lot 2. A 40’ access easement has been identified that will provide access to the proposed FedEx facility and will remain utilized by lot 2. Lot 3 will be accessed via a 30’ private, non-exclusive access easement that contains a primitive driveway that will access to County Road 154 (until such time as future development shall occur, as stated by the submitted plat note requiring satisfaction of the then applicable Garfield County road standards). This lot will share access with Parcel 2B (Macgregor Residence) from the Eastbank Parcel 2 Lot Split and Parcel 1 of the Eastbank Lot Split (RE-1 School District). Lot 3 and the other two lots that access from this easement are anticipated to have very little traffic of less than 20 vehicle trips per day and will be required to meet the Primitive/Driveway standard which requires a single 12’ lane, a 3’ ditch when necessary to convey drainage, a maximum grade of 12% and no required surfacing. The existing road meets these criteria with the exception of a short area identified on sheet C3 from station 7+25-9+50 that will require re- grading to flatten out the grade to 12%, and a short extension identified on sheet C4 from station 13+75 to the end of road at station 15+69.16 that needs to be bladed smooth for vehicle access. HCE has provided a cost estimate referencing the costs associated with access and utilities. It is estimated that these improvements would be completed immediately following county approvals and concurrently with the FedEx facility construction. Traffic analysis. A traffic study completed by Rick Engineering Company dated March 3, 2015 is included with this submittal under separate cover. The following table illustrates the projected vehicle trips to and from the site. It is projected that the facility will operate 7 days a week with terminal operation for trailers and 5 days per week terminal operation for pick-up and delivery. The table below shows the anticipated vehicle traffic flows at the full phase of operations. The proposed Federal Express facility at full-phase will generate a total of 230 ADT with 47 trips (24 inbound/23 outbound) during the AM peak hour and 44 trips (24 inbound/20 outbound) during the PM peak hour. It should also be noted that this facility will not be open to the general public. The site is expected to be staffed by 9 full-time employees and 9.5 part-time employees. Page - 62 Other Relevant Information Electrical Service. Xcel Energy. Natural Gas Service. Source Gas. Water/Sewer. On-site. Phone. Century-Link. Cable. Comcast. Fire Protection. Glenwood Fire Protection District Access to the Property. The subject property directly abuts County Road 154, a public street. The Garfield County Road and Bridge Department was contacted about a County Access Permit for the existing driveway. The Garfield County access permit records go back to 2003. The driveway to the property has been in use for many years and a permit was not found. The applicant will acquire the necessary driveway permits from Garfield County in association with development of the site. The following e-mail was received from Mike Phrem at the Garfield County Road and Bridge Department about driveway access permits. From: Michael Prehm [mailto:mprehm@garfield-county.com] Sent: Tuesday, March 03, 2015 9:06 AM Page - 63 To: Roger Neal Cc: Rayjean Kramer Subject: The FedEx Facility Roger, We checked our records and do not show a filed access permit for this location. In reviewing the preliminary data at this location an access permit could be granted. Mike Prehm Garfield County Road & Bridge Foreman / Glenwood District (970) 945-1223 Office (970) 945-1318 Fax. (970) 618-7109 Cell Page - 64 Water Supply Information. Note: The additional water supply information requested by the Planning Staff that was delivered in the 4/15/15 supplement is included at the end of this section. Page - 65 GARFIELD &HECHT, P.C. Lot 1 Major Impact Review David Pesnichak, Senior Planner March 11 , 2015 Page 2 of2 The application requests site plan approval on Lot 1 for a Federal Express warehouse and distribution facility. Water uses for the project include domestic (drinking and sanitary) for employees, approximately 15,450 square feet of landscape irrigation, and fire protection. All uses of water on the property will be supplied from an onsite well. For the above uses, Resource Engineering estimates an average daily water demand of 1070 gallons per day (gpd) (or 0.75 gpm). During the month of June, when water demand is the highest, Resource Engineering estimates an average daily water demand of 2370 gpd (or 1.8 gpm). Total annual water demand is estimated 'at 1.2 acre-feet. See Exhibit 2, page I. KW Glenwood Springs, LLC has drilled a new well on Lot 1 to meet its project water supply requirements. The well has been tested for quantity of production and water quality. The results of the well pump test are set forth in Resource Engineering's report attached as Exhibit 2. The report indicates that the well has a long-term yield of approximately 10 gpm, which is more than sufficient to meet the maximum average daily demand of 1.8 gpm. Water quality results are not yet available for the well and will be provided as a supplement to the application when available. Based on nearby wells, Resource Engineering anticipates that the well will meet basic EPA primary and secondary drinking water standards, but may require water softening treatment to eliminate hardness . In order to provide a legal water supply for the project uses, KW Glenwood Springs , LLC has submitted an application for water allotment contract to the Basalt Water Conservancy District, approval of which is pending, and has submitted a production well permit application to the Colorado Division of Water Resources, a copy of which attached as Exhibit I. Upon is suance of the well permit, applicant will submit it to the County as a supplement to the site plan application. Permitted uses of the well will be consistent with the project uses listed above . Please feel free to contact me if you have any questions or need additional information. Sincerely, GARFIELD & HECHT, P.C. /l/!~U. d!au~ ~JC- Nicole Garrimone-Campagna Enclosures (Exhibits 1-4) 1272772 -1 @ Printed on recycled paper Page - 66 COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST, RM 821 , DENVER, CO 80203 Main: 13031 866-3581 Fax: 13031 866-2223 d"~nnrt~ate co us GENERAL PURPOSE Water Well Permit Application Review Instructions on reverse side p rior to completing form. The form must be computer generated, typed or In black or blue Ink. 1. Applicant lnfonnation Name or 9Pt)limnt KW Glenwood Springs, LLC Maolong- 2525 Ea st Broadway. Su ite 201 Crty s .... Tucson AZ ZIJ)code 85716 T~#(lfHaxle&nu-1 E-mat11..-r•ngroqunaJ kevin@thekiernancompanies.com EXHIBIT 1 Office Use Only l Fonn GWS-45 (07/2013) 6 . Use Of Well (check applicable boxes) Attach a delailed description of uses applied for. O lndusllial D Oewalering Syslem D Municipal D Geothennal (production or reinjection III Irrigation . • Other (describe): .ffr.L f()ro t..e c:lt 'o'1. [I'.) Commercial 7 . Well Data (p roposed) Annual amount to be Withdrawn "'=2.:-T-'y'-'"p_e_O_f_A.....:....pp,_l_ic_a_ti_o_n-'('-ch_e_c_k=a~p..:..p_lica_b_le_bo_x_e_s.:...) -------115 D Construct new well Ill Use existing well ToUll - gpm 1 .2 Aqu41f acre-reet D Replace existing well D Change or Increase use 115 feet tributary 8 Change source (aquifer) D Reapplication (expired penn~) 8. Land On Which Ground Water Will Be Used i.:;:...:C~OG~C~C~W:.:..:::el;,I ,.----,.,---,....,..,--.l:O:LOt~h::,:er..:.,;. ======----l Legal Description of Land (may be pro;ided ••on ottacnrnon1) 3. Refer To (if applicable) we1_..., -..eouncue• Lot 1, Eastbank, LLC Minor Subdivision (see attached p lat) 296873 n/a ~ ean DetenronallOn • WfAnameor • KW Well 4. Location Of Proposed Well County Garfield .!..N'-'W-'--__ 11 .. 1""' SE '" Sea.on Townahp Nor S R111ge E or W Pnnopal tMn6an 35 6 " I 89 D El 6th Dollllnet "' .... ""'" -lneo (•dlon .._ .,. typoc:dy ""' propol1y hnls) 2430 Fl fn>m N X S 2565 FL tron{X]E OW For~-IMf-clollanOl1ndd<f'OCllOllfn>mOld-1Dnewwel feet we11ocaon •Odr'eU (lnctuoe c.cy, State. Up) 0 CMCk ff wel adc:nu 11 same as i.n Item 1 3925 County Road 154, Glenwood Springs, CO 81601 Optional: GPS well loca110n informabon on UTM fonnat You must check GPS unit for reqwred settings as follows Format mus1 oe UT M Ii I Zone 12orl:J Zone 13 Units muJ& be Meters Datum muat be HA083 IJrNl mtJl1 be M1 l0 true notth Easting 302597 Ncxthlng 4373136 Was GPS ""' dled<ed for_..,? 0 YES Remember to sot Datum to NAD83 5 . Parcel On Which Well Will Be Located (PLEASE ATTACH A C URRENT DEED FOR THE SUBJECT PARCEL) A. Legal Description (may bo pn>Yldod •• 1n 1u.ctvnen1) Upon minor subdivision approval by Garfield County, the legal description will be Lot 1, Easlbank, LLC Minor Subdivision (sed attached p lat) (Part of Parcel 2A, Eastbank Parcel 2 Lot Split) c . °""" 3.848 Eastbank LLC, et al. D. y,u 11>1 oo.,. orty...,. on u..1 poro111 !!:) vesO NO (d no kll -""bl E. s .... P•rml 100 ,_, (If used ror crop imgaijon. attach a scaled map that shows 1nigated area.) -A. '"°"' B. °"'* 3.848 Eastbank LLC, et al. C. Lill llf'f otno< wels or W31ef ngllts UMd on lhol land n/a 9. Proposed Well Driller License #(optional): 10. Sign or Entered Name Of Appllcant(s) Or Authorized Agent The making of false stalements herein constitutes periury In the second degree. which is punishable as a dass 1 misdemeanor pursuant to C .R.S . 24-4·104 (13)(a). I have read the statements herein, know lhe conlents the:7 :and state that they are true 10 my knowledge . 5\9" Of lat Nml(I) of pot10n(1) ;-~ Oate (~) \. ----,...... \) ---o)ki~·~ lf ~~Nmoondl>k Kevin Kierna n, Manager of Four Pine, LLC, Member of KMKI!! Office Use Only USGS map name AOUAMAP WE WR cwce TOPO t.IYt.AR SBS OWRmapno Surface elev Recelpl area only DN __ wo __ BA __ MO __ Page - 67 E A S T B A N K M I N O R S U B D I V I S I O N E A S T B A N K S U B D M S J O N C O U N T Y O F G A R F I E L D , S T A T E O F C O L O R A D O P A R C E L I D : 2 1 8 5 3 5 3 0 4 0 0 1 SHEET INDEX 81-EET N.MBER 00 Fl f'2 Cl C2 C3 C4 C& ce (i) UNCC Cl.a. BEF<lRE 'VOU OIG 1-800-922-1987 a~ -=-~NII ~~~ ..Jiii.ii.. 1Tll..E ll H E E T i=A811i L ' \ N ( M . . c A l l U l l C I Y l 8 I O N P L A T EA8T8 A N < . M N C A ~ P L A T &rTE, O R A C N O , C > R A N A Q E A N ) EftOBI O N O O N T 1 ' I O L P L A N ElCIBT N J R O A D M P R O l . ' B . B I T ' S S T A . Ot<IO T O & + 2 1 1 P L A N A N ) P A O F l . . . E ElCIBT N J R O A D M P R O l l E M E H T l l S T A . fi26 T O 1 2 - H i O P L A N A N ) P A C F L e ElCIBT N J R O A D M P R O l l E M E H T l l S T A . 12ttiO T O 1 1 5 + - e a P L A N A N ) P A C F L e MAST B U T I L I T Y P L A N OBEA A L C E T A I L 1 1 1 - E E T ' _ . . _ ~ I E V I N K I E R N A M - R W i i l E N W d b o S l ' R U t G s . U C , , O . . : I U 7 9 l U U A U D E . C D I W S r v a m w 1 " " " ' f " - - - • E N O I N E E R > H I G H C O U N T R X E J i G J N E E R J N G l N C C D N S U I . T l l « l l l ! G I N I D : ! . & l i D : r o R l ' I Y O l l : I l f t l ? B U . K E A Y D l l ! E , S ' l ' t I Q ! G L E l m J C D S P l l l N G S , C D I D R A D O B l l ! O t ( 8 ? 0 ) 1 1 4 6 - U ? l l - - ~ ~ ~ ~ ~ r r u : & ~ ~ ~ - = - ~ ~ ~ Y · J f ~ e ~ " R I P i . a l i l U 1 U 1 T ~ 1 1 i J l l i n l l l l : S I M T • ~ - - ~ D C l l T M t l H I R I U l l C M R I A C l f l C I E f > M C t I t L § C A ~ H E l i t W . L C U N W l T H E E M l i 9 U J l i N E I A E l . ' t . ~ H i W i l l ' I T Y l l M l l R H f } m l U N ' l ' I W " 5 ~ i i N i i l 9 • H l l f l i P A T & M F ! " 1 1 t l l l l i l ~ l ' t l l i l l l V _ . . . , , , , , . , & H : i : C l l l f O l U I C R R S W J . . l : l l T A I N , A T ~ ~ A l l . ~ r T 1 1 1 l i " T l l E ~ l a P E J F a l l l 1 1 1 [ - - ~ H : i : ~ l l W T M g W l l l c a t W I - n i g > M E C l f H i l H t . . i r l l l f A ~ I K A L 8 1 \ J l 1 T M G A m ! 9 ! ' f t l ! ' I C : - - ~ l ' V i . l ! ' O ' r m t , ~ . . . . w . l l ' l " 2 7 , J O U l ~ . . . . , . _ 1 t l m : I A . e . f f E J r l l R E 1 5 1 1 1 a t u ; I C ; i l ! . U ~ f e i M M W N i . 8 1 1 & ~ - : . ; c ~ ~ ~ ~ ~ ~ ~ ~ C l t c m F l l l U I T T W T ~ l i l U l t & A U . ~ - T U ~ l i i l i : ~ R Q i ! R . L . ~ ~ ~ = M W . I i O C l l P M J l i t l • M I O O l l M H C l i · ~ l M t « O l i O f l C W . l l l C I N i R " S 4 . A U . . L C l ' O ! I T E l l ' E l t 1 1 W I ~ l a - l l U . I E ~ l l D W 1 H E D I S i l l M a l M g ~ C l C l l l l R I L - . . . : E T J I O l n t H C l l l O H t t f l E E r l ' I O ' t t o O A ~ . 6 . U M l t l f i l l i l l l f t l l M . l l H . D i l i R 1 1 1 . T ~ m w . L K l ' L l a D A T T i t ; ; T l l i : N G l l R o W I # & W T f N & . l ' V l l l ' i o l i l f " H L 1 1 . J 1 P D 1 ~ 1 0 l l ~ m l ' l l N ! l f f a ' T ' - 1 1 C 1 M G 1 1 S ! l l ! f ' T S . . l l C I W l Y l ' . ' P B I O l l . N . J E t l l ~ ' I O G l l t # » f l l H e I R 0 9 D f r l C l l * 1 ' l a . ~ R i i l 0 C 1 M . . , , . u : i a A l l C l l o r ~ o c w r n a . N £ J a 1 1 E S & . ~ ! M W . . t D l l l . Y l l l n l M l . 1 A C A L . . . C C U l l ' I " . M i l a l ' A T I ! l t ! l l l U ' l l l l l l P D I M I N G ~ M A D l l Q , . . . . , . . . . , _ 7 . I U . T U I W . . W l l ! T a T a l 9 W L m ! : ~ M l ! D M m o ~ ~ P l l l m L . l : l l P ' O l l m t l ! : C l l " - - T O I H l m l l N I n ~ l i R m T I J ~ g r ~ A l t i l N . 9 1 M I . I E I M f T I D l V l t l i : N £ A R l m i . D f 1 l l i l l l l ~ l t ~ a ' e l l l l l O f i l J ~ t i , , . T I £ H l A T D 9 T ~ f ' D l l Q D o O F ' D i l E . . a . A U . ~ ~ l l W . L R E - t l l m D , . l a L Q B Q R l l D E D A l P E R C M f l l D i : x u r l Y C l t ' T D l l A N m l l " f ' l l l l M D ~ O N N & . 9 . l 1 l n U L 8 t W J . I i i : l l l 1 I C l l l " l . m R I ' 1 l t i : ~ P M C l l U & I G i t l l l i : l f T I : R I K u m : Q I A l l t A I l V a t ~ ' T m . N M . M i l M . . l . l m l C l l P I L . 1 ! 1 1 1 9 1 A l . l . • I J I C l " l l D A H D P I K m ! l : i ! D l ' l l C M ! M l l l V ! ! L n m m t , - . m M i l t D l l C l l O D N l H D l . M I D U m l l l i ~ . - ~ l ' n M l l C P U : I . ~ ~ = 1 1 ~ ~ ~ , , , : ~ ~ : ~ : n ~ ~ 1 : . ~ ~ ~ 1 1 a 1 1 a ~ . r ~ 1 8 m l l l ' l r T r C i t ~ M 1 3 l l l J I T n t a W T H I : : l ! ! l l ' t m l T M . l t l ! I 1 a ~ ~ ~ ~ 5 4 . M l . l l M l l t A l l L T l l H 1 V l i I S T J M ' J M ~ N C I 3 ' 1 H . & . C X l a U ' T 1 1 . ~ l " C l 9 T l ' L . . . . . , . . ; : K M . Y f 1 I C l l l l ! f l l l l J C 1 U I E I A T A l . I . l M : I A l ! ! l l D : I F D I r r l l E C E l l T E I H C M . - - e D I - - - - I P R l i P H D ~ ~ ! I ~ ~ . . . . . . . . . , . . r ~ ' l v ~ ~ 1 ~ I Page - 68 I I I E A S T B A N K , L L C M I N O R S U B D I V I S I O N A S U B D I V I S I O N O F P A R C E L 2 A O F E A S T B A N K , L L C L O T L I N E A D J U S T M E N T A P A R C E L O F L A N D S I T U A T E D I N T I - I E S t / 2 S E C T I O N 3 5 , T O W N S H I P 6 S O l l T H , R A N G E 8 9 W E S T O F T I - I E 6 T H P . M . C O U N l Y O F G A R F I E L D , S T A T E O F C O L O R A D O ( \ \ I \ l t : T J l l M M I D I F M l l L ' l ' W P 4 t l ! I W ' I ' . • I ' ' 1 \ ' ' ' I ' - ' ~ 0 . 1 1 1 8 1 M O O ' . ' ° a a n : m . . : - - \ . . : ' : . ' : " ! ' : . . ' , ' , ~ 1 r / \ C H l 9 ' ~ W l ' I D I ' , ' , . . , _ ~ ' IC:. . 7 I f _ , ™ A = \ ' - - - - - - ~ J I , , . . . , . . . . , . . . ~ ' ~ i GRAPl«C SCALE "C. -.I i..-1 .,. . , . 1 !!.~ • .> ... Js~..:J57!.=£+ P A J I C S . ! ~ L O T M J r _ , . . . , . , . . . . D E T A I L & · ~ L D T 2 " " ' " - ' " E A 5 T l l A N I C P A l l O D . _ I L O T ! F U T R E C . " ° ' 1 1 3 4 0 2 { ! . . . / - - ~ - - - ~ - · - ; ; ; - - - · - - - - - - - ' . . . . , . . . . . - - - - D E T A I L . A ~ 1 - J f f " " . . . . " " u s " C 2 " ' c • " ' " C 1 " " " " " " " - ' ! . . " " " " " J a g _ ~ ~ ~ I I 1 1 ~ 1 1 ~ 1 1 1 ~ - a ~ i ~ ~ ~ t ~ I ~ ~ z - . . ; I i i ! i i ! 1 1 1 ~ · r I I d ~ 8 1 i 8 ~ 1 r 1 ; 1 1 1 i i ! - ( t i , I ~ ~ ~ ~ g ~ ~ ~ x ~ ~ I ~ ' I 1 1 ~ I i . , F l l Page - 69 Page - 70 Page - 71 Page - 72 Page - 73 Page - 74 Page - 75 Page - 76 :i. ···Forni No.. OFFICE OF THE STATE ENGINEER EXHIBIT 3 · Gw~:25 ., . ' COLORADO· DMSION OF WATER RESOURCES 8HI C•nwnnl•I Bldg., 1313 Sherman St, Denver, Color11do 80203 {303) ee&-35&1 LIC WELL PERMrT NUMBER 050236 -E__-_ 6E!EUCANT DIV. S CNTY . 23 WO 38 DES . BASIN MD Lot: Block : FIMng: Subdtv: APPROVED WELL LOCATION GARFIELD COUNTY JOE & GERALDINE JAMMARON BOX 1631 rm 114 Twp 65 SE 1/4 Section 35 RANGE 89 W · 6th P.M. GLENWOOD SPRING CO 81602- DISTANCES FROM SECTION LINE§ (970)945-2554 1700 Ft. from South Section Line PERMIT TO USE AN EXISTING WEU 1950 Ft from East ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITlONS OF APPROVAL Section Line 1) This well shall be uatd in such a way as to cause no material Injury to existing wate r rights . The issuance of the permh does not assure the applicant that no Injury will occur to another vested water rtghl or preolUde another ownOf of a vesttd water rtght from seeking rellet In a civil court action. 2) The construction Of this well shall be In compliance with the Water Well Construction Ru les 2 CCR 402·2, un less approval of 11 variance ha& been granted by the Slate Board of Exam iners Of Wei.er Well Gonsuuctlon and Pump lnstallallon Contractors In accordance with Rule 18. 3) Approved pursuam to CRS :J7 ·90-137 (2) for the use Of en existing well, constructed without e permh, appropriating ground water trlbutlll)' lo the Roaring Fork River, as an alternate point of diversion to the Basan CondUlt, on the condition that the well shall be oparated 2Q&! when the Basalt Water Conservancy District's subsutute water supply plan, approved by the State Engineer, is in effect and when a wirier allotment c:omract between the well <>:Nner and the Basalt Weter Conservancy Dlstr1ct for the release of replacement wciter from Rued i Reservoir is In effect, QI under an approved plan for augment811on. BWCO contract 4'312. ---··--·· . --··--· -------·-·· ---· ·4) The use of ground water from th ia well ia limited to dr!Rdng and sanllmy purposee Inside a 4,000 squant toat oftloe/nlpalr shop buldlng. occasional lnlCk ...trTig and floor W11ShJng, and noc more 1han 1,000 8QU8l'9 feet ot larld9cape 1n1ga11on. All vse ol · this we ll wlll b9 curtailed unless the water allotment cont ract or a plan for augmentation (a in enact. 'f\\i:) 'T ('~o(~ Ii) The maxmum pumping rate shall not exceed 15 GPM. 6) The average annual amount of ground water to be appropriattd shall not exceed 0.4 acrv-ftlot (130,332 gallons), 7) A totallzing ftow meter must be lnstaUed on this we ll and malnlalned In good working order. Permanent records of al d!verslons must be malmalned by the we ll owner (recorded at least annually) and submitttd to the DMslon Engineer upon request . 8) The well must be locattd not more than 200 feet from the locetlon specified on this permit. 9) This well shall be located at least 600 felt from any existing well that la not owned by the applicant. 10) The owner shall m«k the we• In a con spicuous piece wtth well permit number(e), nll/118 of the aquifer, and court case number(s) as appropriate . The owner shafl lakt neoe$Sary means and prec11Alon1 to preseive these markings. 11) This permit has been approved to withdraw an amount of water not to exceed 0.4 acre.foot and to be used as described in condition #4 above. You are hereby notified that you have the right to appeal the issuance of this permH, by filin g a written req uest with this office within sixty (80) days or the date of lssvance, pursuant to the State Adm inistrative Procedures Act (See Section 24-4-104 through 106, C.R.S .). -ri,O "?(~ . APPROVED KJW n ._· -A_~_b _. __ J'.._,'_~---,~-p.s&z.'zC ..... Receipt No. 04303821M!wEngi ... •• DATE ISSUED JUL Q 8 1998 ~!RATION DATE JU l 0 8 199g Page - 77 Nicole Garrimone-Campagna, Esq. Garfield & Hecht, P C 4 20 Seventh Street. Suite 1000 Glenwood Springs, CO 81601 RE Eastbank, LLC-Lot 2 Existing Well Pumping Test Results Dear Nicole: EXHIBIT 4 March 10, 2015 This letter rep art presents the technical analysis of the water supply from the existing well located on the proposed Lot 2 of the Eastb ank, LL C Min or Subdivision located within Parcel 2A of Eastbank Parcel 2 Lot Split in Garfield County, Colorado, as shown on Figure 1. A pumping test for the well was conducted by Resource Engineering, Inc. (RESOURCE) and Ray's Well Done Pump Service, LLC (Ray's) on March 3, 2015 . A water sample from the well was also obtained during the pumping test. The results are presented below. SUMMARY The existing well on the proposed Lot 2 has a val id well permit (Permit No. 50236) issued by the Division of Water Resources. The well permit allows for a 4 ,ODO square foot office/repair shop building, occasional truck washing, fl oar washing, and not more than 1 ,ODO square feet of landscape irrigation. The maximum pumping rate allowed for the well is 15 gallons per minute (gpm), with the an nu al a mount of groundwater to be withdrawn not to exceed 0 .4 acre-feet. The we II has an estimated Ion g-term yie Id of over 20 gpm based on a 4-ho ur pumping test and recovery data. The well water quality data will be available from the laboratory in a few weeks and a separate letter with the results and analysis will be prepared. The well has historically served the potable demands for a small office on the property, landscape irrigation, truck washing, and facility washing. WATER WELL Well Construction The well was constructed in 1967 by an unknown driller. The well is located in a concrete vault structure and is d ri lied approximately 70 feet deep. The we II supplies water to tvvo pressurized storage tanks and th en to the office and maintenance shops. The wel I construction and test report is not available, so no other information on the we II is kn own. The well appears to be drilled in an unconfined alluvial aquifer that is extensive and hydraulically connected to the Roaring Fork River. The current water level elevation in the well is at approximately the same elevation as the Roaring Fork River. The water level in the aquifer fluctuates seasonally, depending on deep percolation from precipitation and irrigation. The water levels are at the I owe st I eve ls during the Viii nter ti me and wil I rise as snow me It occurs and flood irrigation be gins. The pumping test was conducted when the water levels are seasonally at their lowest levels. Therefore, it is anticipated th at the water I eve Is will not significantly drop from their current levels, due to the influence of the Roaring F ark River on the aquifer. Cons-1i-;1n£ 1=ng1neer s a n d Hy:Jr ·ologists 909 C o lo r ci dc Av~riue G l e n wood Sf-lr-in g s , CO 81 '501 • (970 ) 9-1 5-6777 • r oy. (9701 9-1:3-1 " '.37 Page - 78 Nicole Garrimone-Campagna, Esq. Page 2 Pumping Test March 10, 2015 A pumping test was conducted on March 3, 2015, for the well. The purpose of the test was to determine the long-term yield of the well and its adequacy to serve the existing uses (or future uses) for a Garfield County (GARCO) Land Use Application to create a minor subdivision. The initial static water level was measured at 33.35 feet below the top of casing (TOC) as shown on Figure 2. The pumping rate was initially set at approximately 20 gpm to stress the well and the flow rate continued for the entire duration of the test. The well had a total drawdown of 0.28 feet as shown on Figure 3. The final water level at the end of the pumping part of the test was 33.63 feet. The test was terminated after 4 hours of pumping (the minimum pumping test length required in the GARCO regulations) due to the limited drawdown and connection to the Roaring Fork River alluvium described below. Over the 4-hour pumping period approximately 4,800 gallons was pumped, resulting in an average pumping rate of 20 gpm. Analysis Figures 2 and 3 shows the water level in the well dropping minimally during the 4-hour pump test. The water level slowly dropped 0.28 ft. in the first 2 hours and remained relatively steady for the remainder of the test. Based on a total drawdown of only 0.28 feet, and the hydraulic connection to the Roaring Fork River, RESOURCE determined that the pumping test could be terminated after 4 hours. Figure 4 depicts the water level recovery in the vvell in the 5 minutes after pumping ceased. T represents the total time since the pumping test started and T' represents the time since pumping stopped. The vvell reaches complete recovery at TIT' equals more than 2 (8 hr/4 hr), which means the well recovered faster than the rate at which the well was pumped. This indicates that, at the time of the test, the well completely recharged at a rate equal to or more than the 20 gpm average pumping rate. The well is capable of producing more water than the permitted pumping capacity of 15 gpm. Well Location The permitted location for the well is the NW Yi of the SE Yi, of Section 35, Township 6 South, Range 89 West of the 6th P.M. at a point approximately 1700 feet from the south section line and 1950 feet from the east section line. The actual location of the well was located from a site visit using aerial photography. The actual location is approximately 180 feet from the permitted location as shown on Figure 1. The Division of Water Resources requires vvells to be constructed within 200 feet of their permitted location. WATER QUALITY RESOURCE collected one water quality sample from the vvell water during the pumping test. The sample was shipped by overnight delivery under proper chain of custody to National Testing Laboratories. The results will be available in a couple of vveeks. RESOURCE will prepare a letter summarizing the results when the data is available . RESOURCE Page - 79 Page - 80 Background : 2011 Aeria l Photograph II ~~l~R~N~.<2?. ~ColQraQo A--.ie/ QIQnwood Sl)nngia. CO 61601 \loioa. (970J945'3m-Wg;,WW#r880Ulee-9"ge<m Figure 1: Well Location Map Eastbank, LLC 0 1 ,600 ~~~iiiiiiiiiiiiiiiil~~~~~~ Feet 400 800 1in=800 ft ·+· Date : 03/1012015 File: 1325-17.1 Draw n : RKM Approv ed : MJE Page - 81 Page - 82 Page - 83 Page - 84 Basa lt Water Conse rv a ncy D istrict W ate r Allot ment A pp li cation Page 3 Notice: A valid well permit with operating well meter will be required under the contract. 6. Legal Water Supply: (please check one) X Applicant requests consideration by the District to be included in the District's Umbr ella Plan for Augmentation decreed in Case No. 02CW77.* *Note: Certain applicants may qualify to be included in the District's Umbrella Plan at the District's discretion. In order to be included in the District's Umbrella Plan, the Applicant's depletions must occur within the District's defined "Area A" and the Applicant must reimburse the District its pro rata share of the District's expenses in obtaining the Umbrella Plan decree. Costs of reimbursement are contingent upon location and intensity of the uses, and range from $1,200 for contractees with less than 2 units (EQRs) in certain areas, to $5,000 for more than 8 EQRs in Area A-3 (generally the Roaring Fork drainage above its confluence with the Fry ingpan Rivers). __ Applicant will obtain its own plan for augmentation by applying to the Water Court, Water Division 5 within 2 years of this application. If Applicant has already applied for its own change/approval of plan for augmentation, the Water Court Case Number is:---------~ 7. Proposed waste water treatment system: (please check) __ Tap to central waste water treatment facility __ X_Septic tank/leachfield system __ Evapotranspiration system Other: 8. Proposed use of water (please check) __ X_Domestic/Municipal (single family home(s), duplex(s), condominium(s), mobile home(s), apartment). Please complete page four of this application. __ Commercial (hotel, office, warehouse, restaurant, bar, retail). Please complete page five of this application. Page - 85 Page - 86 Page - 87 Page - 88 Page - 89 Page - 90 Page - 91 Page - 92 Page - 93 Page - 94 Page - 95 Page - 96 Page - 97 Page - 98 Page - 99 Vicinity Map The 38.2-acre property is east of Highway 82 at the intersection of County Road 154. Subject Property Page - 100 Pre-Application Conference Summary Minor Subdivision Page - 101 At a minimum, soils information needs to be submitted with the subdivision application for wastewater requirements. The Applicant will need to provide verification that any existing systems are in conformance with Section 4-203(N)(1Xb), that the system meets the County's OWTS requirements and are adequately functioning at the time of application. The applicant will need to have percolation tests conducted by a professional engineer and in the location of the new OWTS with the test locations identified on the plat. Should the exact locations remain unknown at the time of application, this requirement can be a condition of approval. The property is located within the City of Glenwood Springs Urban Growth Area. As a result, the application will need to demonstrate conformance with the City's Comprehensive Plan policies, goals and objectives. The majority of the property does not appear to be in the flood plain, however all setbacks and floodplain regulations from the Roaring Fork River must be satisfied per the LUDC. This property has been designated in the CWPP Map 7 Wildland Fire Susceptibility as ranging not rated and Very High. All development in areas designated as Very High must conform to Section 7-206 includi ng recommendations by the fire protection district. The County GIS mapping shows limited portions of the property in floodplain, high water table and moderate soils ha.zards (see attached maps). As a result, information that satisfies Section 7-108 and 7-207 is necessary. ll ,_BEi:;~~I.QB:Cf!BP~ISLOJ'!ISJ'.\ef.LlC8t:ffJS..BE~UJBED T.O ADDBESS • City of Glenwood Springs Comprehensive Plan and the Garfield County Comprehensive Plan • Garfield County Land Use and Development Code, effective July 15, 2013 • Table 4-101, Common Review Procedures and Required Notice; • Table 5-103 -Procedures and Notice • Section 5-301 ·Minor Subdivision • Sections 5-401 and 5-402 ·Submittal Requirements Ul..BE~Ew_fflO_CESS The review process shall follow the steps as contained in Table 4-102 and Section 4-103 1 Administrative Review. 1. Pre-application conference; 2. Submittal of application materials (3 copies and 1 CD); 3. Review for Technica l Completeness (10 days). If not technically complete (NTC) then applicant has 60 days to resolve the issues; 4. Determination of technical completeness; 5. Schedule Director Decision Date; 6. Complete notice requirements (mailed notice to adjacent property owners within 200 feet and all mineral owners of interest); 7. Submit additional copies for referral review; 8. Evaluation by Director/Staff Review/Referral Agency Review; 9. Director Decision issued; 10. Notice provided to Board of County Commissioners for consideration of call-up (10 days); 11 . If no call-up is requested plat and conditions can be finalized and signatures obtained; 12. Obtain BOCC signature and record the plat (recording fees will apply). 2 Page - 102 IV. S.U.QMIITAL.REQ!)IREMEl\ITS Please refer directly to Table 5-401 for submittal information which are summarized below: • 4-203.B General Application Materials o Application form; o Agreement to pay; o Deed and title commitment ; o Statements of Authority (SOA) (Eastbank, LLC, Western Slope Consulting, LLC, etc.); o Letter of Authorization (providing authorization from authorized representative identified in SOA to the individuals submitting the application); o Names and mailing addresses of mineral owners of subject parcel; o Names and mailing addresses of owners of property within 200 feet of subject parcel (parcel); o Assessor map indicating the above properties; o Project Description • 4-203.C Vicinity Map Note: this is typically in 24x36 format and drawn to scale. It can also include an 8 W' x i1" copy • 4-203.D Site Plan· may be contained on multiple pages. • 4-203.M Water Supply and Distribution Plan Note: Provide evidence that all parcels will be served by a legal and adequate water supply. Include copy of well permits, installation report, pump test and water quality analysis. A permit should be submitted from the Division of Water Resources that indicates the legal ability to use the well for the proposed lots as well as any additional augmentation that may be required. • 4-203.N Wastewater Management and System Plan Note: Include a copy of septic permit (if applicable), any maintenance records, sharing agreement (if applicable), soil percolation tests for proposed OWTS (if applicable); • 5-402.F. Final Plat Note: Plat should be prepared by a licensed surveyor and should Include all easements or other encumbrances on the property. A title commitment is a good way to ensure this information is complete and correct. Any new easement as a result of the subdivision should be shown on the plat. • Codes, Covenants and Restrictions, if applicable. • Engineering Reports -details in 5-402: o Roads, Trails, Walkways and Bikeways; o Sewage Collection and Water Supply and Distribution System; o Groundwater Drainage; o Preliminary cost estimates for improvements; o Submit a driveway permit indicating legal access f r om CR 154; • Response to Review Criteria. In considering a Minor Subdivision application, the application shall demonstrate the following: 1. It complies with the requirements of the applicable zone district and this Code. 2. it is in general conformance with the Comprehensive Plan. (City of Glenwood Springs and Garfield County) 3 . Shows satisfactory evidence of a legal, physical, adequate, and dependable water supply for each lot. 3 Page - 103 4. Satisfactory evidence of adequate and legal access has been provided. 5. Any necessary easements including, but not limited to, drainage, irrigation, utility, road, and water service have been obtained. 6. The proposed Subdivision has the ability to provide an adequate sewage disposal system. 7 . Hazards identified on the property such as, but not limited to, fire, flood, steep slopes, rockfall and poor soils, shall be mitigated, to the extent practicable. 8 . Information on the estimated probable construction costs and proposed method of financing for roads, water distribution systems, collection systems, storm drainage facilities and other such utilities have been provided. 9. All taxes applicable to the land have been paid, as certified by the County Treasurer's Office. 10. All fees, including road impact and school land dedication fees, shall be paid. 11. The Final Plat meets the requirements per section 5-402 .F., Final Plat • Waiver requests -The Applicant may request waiver of certain submittal requirements upon demonstration that the waiver complies with Section 4-202. Submit three paper copies and one CD for applications. Additional copies will be requested upon determination of completeness. See the land use code for additional information on submittal requirements. Y .... ~~..U~TJP..NJJEYJEYJ. a. Review by: b. PubHc He aring: Director, Staff and referral agencies -~-lio.nie .(Djtecto.CS.D.ecislo..n).unLess_call.e.d.:._Up. _Planning Commission _ Board of County Commissioners _Board of Adjustment Though no public hearing is required, the applicant is required to mailed notice at least is days prior to the date of the Director's Decision to all Adjacent Property Owners with 200 feet and Mineral Owners of Interest c. Referral Agencies: a. Planning Review Fees: b. Referral Agency Fees: May include CDPHE, CGS, Garfield County Road and Bridge Department, Fire Protection District, Garfield County Designated Engineer (fee), Environmental Health, State of Colorado Division of Water Resources, Vegetation Manager, County Surveyor (fee), Colorado Department of Transportation, Roaring Fork Transportation Authority, and others as may apply. $ 400.00 (Check made out to Garfield County Treasurer) $ TBD -consulting engineer/civil engineer fees 4 Page - 104 Page - 105 Site Plan - A detailed scaled 24”x36” Development Site Plan is included with this application under separate cover. This smaller site plan image shows how the proposed FedEx facility lies on the property. Page - 106 Relationship to Glenwood Springs Comprehensive Plan - Future Land Use Subject Property Page - 107 Relevant Sections of the Glenwood Springs Comprehensive Plan Industrial This designation accommodates heavy commercial, light industrial and industrial uses such as manufacturing, warehousing and distributing, indoor and outdoor storage. Applicant Comment. The proposed facility is a light industrial shipping and distribution operation that delivers a valuable community benefit including jobs, new construction, assessed value and other benefits for Garfield County. Land Uses Outside City Limits but within the Urban Growth Area Future land use designations have been applied to properties within the Urban Growth Area. It is intended that these properties within the Urban Growth Boundary be annexed into the city at some point in the future. Among other things, these future land use designations take into account current uses, topographic constraints, existing/future utility connections, existing road networks, and land uses on adjacent properties.” Applicant Comment. The property lies within the Glenwood Springs Urban Growth Boundary. There are existing industrial uses on the north and south (MRI and Orison Distributing). The County regulations allow Warehouse and Distribution Centers as a Major Impact Review at this location and this is a logical and compatible use of this site. The property has good county road and state highway access. The flat upper portion of the property does not have topographic constraints. Promote Sustainable Economic Diversity Maintain Glenwood’s Role as a Regional Center To minimize the historic boom and bust economic cycles of western Colorado, efforts must be undertaken to continue to diversify the local economy. The City should build on existing assets. Therefore, community strengths and assets should be considered while determining the appropriate mix and type of businesses and industries that would be attracted to Glenwood Springs. Quality of life, quality infrastructure and an educated and qualified workforce are keys to attracting quality businesses and employment opportunities. Applicant Comment. Construction of this facility offers an important service to Garfield County and the Glenwood Springs area. It adds to the area’s economic diversity and business mix. The operation will generate new construction, employment, assessed valuation and other economic benefits to the County. Federal Express is a quality business that will serve Garfield County, Glenwood Springs and the region well. Infrastructure The City is required to provide annexed parcels with infrastructure (electricity, water, wastewater) and services (police, emergency and other urban services) in a manner that is cost- effective and that does not unduly burden Glenwood Springs' residents. Applicant Comment. There are no municipal utility services near the property. Utilities may be extended to the adjoining parcel that is owned by the Re-1 School District, but the timing of any utility extension is unknown. The facility will require minimal services and will generate substantial commercial assessed valuation with the corresponding property tax benefit. Page - 108 Other Goals & Policies from the Glenwood Springs Comprehensive Plan Pertinent to the Application. City must work to further diversify its economy in order to minimize the impacts of boom and bust cycles. While taking steps to continue diversifying the economy, the City should focus efforts on attracting high-paying jobs to help offset the abundance of low-paying jobs associated with the robust tourism and service industry. Community Goals Supported by Economic Development • Maintain Glenwood’s role as a regional center Policies to Enhance Economic Development • The City should encourage the development of a well-trained workforce. • The City should continue to make improvements that enhance the community’s quality of life and that make Glenwood Springs a place that is attractive for new businesses and their employees. • The City should actively pursue businesses and industries whose operations and products are compatible with the Glenwood Springs vision. Strategies and Actions to Promote Economic Development Attract Diverse Businesses and Industries. The City should diversify the economy in at least three major ways: creating a community where employers/employees want to live, creating opportunity for new and expanding local businesses, and actively seeking targeted businesses. Allocate Adequate Land Adequate land for new industries and businesses is limited within city limits. However, what is available will need to be zoned to allow a business easy development. The City should consider revising the zoning code to allow for more flexibility of uses for a structure or site in order to better respond to the industrial and commercial real estate market. Options immediately adjacent to the city limits and within the Urban Growth Boundary should also be examined for the ability to accommodate business and industry. Page - 109 Existing County Zoning Existing zoning for the property is Garfield County Rural (R). Rural zoning allows “warehouse and distribution center” as a major impact review. Subject Property Page - 110 General Conformity with Garfield County Comprehensive Plan Applicable sections from the Garfield County Comprehensive Plan. Growth in Urban Growth Areas The Plan recognizes the need for existing municipalities to be able to gradually expand into immediately surrounding areas. The county supports and encourages orderly expansion of existing communities. This Plan recognizes existing municipal plans and strongly supports and encourages infill and redevelopment of existing communities. These growth areas are the preferred locations in Garfield County for growth that require urban level services. They are also the preferred locations for commercial and employment uses that can take advantage of supporting infrastructure and a close by client base that reduces travel demands. The most effective way to encourage growth in designated and planned UGAs will be by ensuring the following: i. Each municipality’s plan for its UGA is incorporated into the Garfield County Comprehensive Plan. ii. Urban developments in the UGAs are encouraged to annex into the respective municipality. iii. If there is a public benefit to allowing development within a UGA prior to annexation, the County and municipality will cooperatively endeavor to facilitate such development through such means as:  County zoning in the UGAs adjusted to a close approximation of the municipality’s plans.  Development in the UGA is required to obtain a local review with comment (not approval) before submitting for county review.  A procedure for municipal/county review and recommendation to the Board of County Commissioners will be developed in an IGA with each community.  Each community is expected to extend services and infrastructure to development in the UGA that substantially complies with their plan for the UGA (landowners and the respective municipality are strongly encouraged to enter into pre-annexation agreements that provide commitments with respect to extensions of services and infrastructure, densities, etc.). Page - 111 Section 1 - Urban Growth Areas and Intergovernmental Coordination Vision Garfield County has worked with municipalities to direct development to UGAs where public services and infrastructure are provided in an efficient and cost-effective manner. Intergovernmental cooperation between municipalities and other public agencies has demonstrated successful collaboration and has resulted in the creation of new partnerships and collaborative efforts on behalf of the residents of the county. Issues: There is widespread support in the public for encouraging a significant portion of future growth to occur in and adjacent to municipalities. Applicant Comment. This project is located within Glenwood Springs’ Urban Growth Area, but is some distance south of the municipal boundary. This location was selected after considerable time and dollars were expended working with both Glenwood Springs and Garfield County on a location adjacent to the Glenwood Springs airport. Although Garfield County ultimately approved a limited impact review application at the airport site, a number of issues were raised about roadway impacts in Glenwood Springs. In response to those concerns, the applicant investigated a variety of other properties and ultimately found the proposed site. This location is away from residential development, has excellent access to County Road 154 and State Highway 82 and is located adjacent to other light industrial uses. The FedEx Ground facility is a needed and desired use in Garfield County. The applicant is continuing to work with the County and the City to ensure that this site is properly developed and fits within the spirit and vision of both entities’ planning documents. A municipality’s UGA is actually under county jurisdiction but development here can greatly impact city plans. County land use decisions, particularly those immediately adjacent to municipal boundaries, have been viewed by local communities, in some cases, as not being compatible and making orderly expansion difficult. Applicant Comment. The project is in general conformance with the city of Glenwood Springs Comprehensive Plan as well as community goals and objectives. Due to the differences between county and municipal land use regulations, it can be difficult to use county land use regulations to achieve objectives of the local community. The county cannot abdicate its land use and regulatory obligations for the unincorporated areas. To form strong relationships between the county and its municipalities’, it is paramount to respect, adhere and use existing adopted local plans. Applicant Comment. The proposed development conforms to the adopted Glenwood Springs future development plans and is also in general conformance with the Garfield County Comprehensive Plan. Goals: Encourage future development requiring urban services to be located in areas where these services are or can readily be made available. Applicant Comment. Urban services are not available to this site nor will they be available in the near future. The applicant is pursuing land use approvals at this new location in response to concerns expressed by Glenwood Springs about the previous site. The applicant unsuccessfully pursued a request for annexation and zoning with the city of Glenwood Springs for a site adjacent Page - 112 to the Glenwood Springs Airport. On September 9, 2014, the applicant obtained a Limited Impact Review approval at the site adjacent to the Glenwood Springs Airport for a Warehouse and Distribution Center from the Board of County Commissioners. The conditions of this approval are detailed in Garfield County Resolution 2014-50. Ensure that county land use policies and development approvals are compatible with the existing zoning and future land use objectives of the appropriate municipality. Applicant Comment. The development conforms to the Glenwood Springs Comprehensive Plan and community goals. This is documented in the previous section of this narrative under the section titled “Relationship to Glenwood Springs Comprehensive Plan”. Policies: 2. Projects proposed adjacent to local municipalities requiring urban services will be encouraged to annex into the affected jurisdiction if contiguity exists. Applicant Comment. As noted previously, the applicant diligently pursued annexation to the city of Glenwood Springs at the site adjacent to the airport. In a spirit of responding to the concerns addressed by the city of Glenwood about roads and access, this new site is proposed. The new location will not impact city streets and will still allow FedEx to service the community and the region. 3. Development in an UGA will have land use and street patterns that are compatible with the affected municipality. Applicant Comment. This project is in the Glenwood Springs UGA but lies outside of the city street grid system. The proposed location is compatible with similar light industrial uses adjacent and near the site. Excellent access to state Highway 82 at a signalized intersection minimizes impacts to existing road systems. The proposed development land-use and roadway access is compatible with the city of Glenwood Springs planning objectives. 4. Within a locally planned UGA, development applicants will be required to obtain project review comments from the local community prior to submitting for county review. The process should be defined in an executed IGA. Applicant Comment. As noted previously, the applicant is processing this application largely in response to concerns expressed by the city of Glenwood Springs. The applicant believes that this project responds to concerns previously expressed by the City. This development application will be referred to Glenwood for review and comment. Section 4 - Economics, Employment and Tourism Vision Light industrial and commercial uses are strategically located within and adjacent to cities and towns by encouraging growth and employment centers to be developed within planned urban growth boundaries. Goals: 1. Maintain a strong and diverse economic base (for both employment and income generation). Applicant Comment. The project adds to the vitality, strength and diversity of the local economic base. It provides long-term employment opportunities as well as short-term employment during construction. Tax benefits will be derived from construction materials, increased assessed valuation and employment income. Page - 113 Policies: 1. Garfield County will encourage the retention and expansion of modest, viable commercial uses that meet the convenience shopping needs of county residents. Applicant Comment. This facility represents both retention and expansion of a viable commercial/light industrial use that is essential for the shopping and shipping needs of county residents. 3. Garfield County will encourage the development of a diversified industrial base recognizing physical location-to-market capabilities of the community, and the social and environmental impacts of industrial uses. 5. The county will direct industrial developments to the airport center and other appropriately designated areas. Applicant Comment. The project is located within the Glenwood Springs urban growth area and adjacent to an existing light industrial/commercial area located away from incompatible uses. The area is zoned “Rural” which allows this use as a Major Impact Review. Strategies and Actions: 1. Ensure that adequate land is reserved for the type, size and scope of industrial/commercial development that is consistent with long-term economic development objectives. 4. Ensure that commercial/industrial developments are compatible with adjacent land uses and preserve the visual quality of the county. Applicant Comment. One of the challenges for FedEx during the previous process was finding adequate land designated for the proposed use. The proposed site is one of a very few that is of a type, size and scope for the intended use. Existing uses adjacent to and near the subject property are light industrial in character and the project is compatible with those uses. The facility is being designed to fit the natural terrain of the property. The layout and design of the project will preserve the visual quality of the County. Section 7 - Water and Sewer Services Goals: 1. Ensure the provision of legal, adequate, dependable, cost-effective and environmentally sound sewer and water services for new development. Applicant Comment. The property is proposed to be served by an on-site well and on-site septic system. Municipal utilities have not been extended to this portion of the Glenwood Springs Urban Growth Area. Adequate, dependable cost-effective and environmentally sound water and septic systems will be installed on-site. Policies: 1. Development located adjacent to municipalities or sanitation districts with available capacity in their central water/sewer systems will be encouraged to tie into these systems. Applicant Comment. As noted previously, existing utility service from the city of Glenwood Springs or a sanitation district is not available near the proposed site. Page - 114 Impact Analysis Adjacent Land Uses. The aerial photograph on the following page shows adjacent land uses within a 1,500 foot radius of the subject property. It is evident from the graphics that the site is adjacent to an existing light industrial use. North of the property, there is another existing light industrial use. . The proposed site is a good location for the proposed FedEx shipping facility in terms of compatibility with adjacent or nearby uses and it has good highway access. At full buildout, the operation will generate 230 single vehicle trips per day. The traffic impact study shows a nominal impact to any of the roadways or intersections from the site traffic. Page - 115 Adjacent Land Use Page - 116 Site Features The property is dominated by a series of relatively flat terraces situated at a prominent bend in the Roaring Fork River on the site of an old gravel pit. Each terrace is separated by a small, relatively steep slope that is characteristic of such river terraces in the Roaring Fork watershed. A dirt driveway passes through the property providing access from Old Highway. The upper terrace (on the east side of the property) is dominated by a flood irrigated hay field on the north with commercial development and the remnants of the old gravel operation. Another dirt driveway passes through this portion of the property paralleling the river to the west of the developed area. Outside of the hayfield and the developed areas, the vegetation is disturbed and quite sparse with large areas of bare soil. The slopes between the terraces are the most intact and the native plant communities that persist on those sites are likely remnants of the vegetation that once dominated the property. The usable portions of the property are not subject to flooding. There are no streams or bodies of water on or adjacent to the upper bench of the property. Soil characteristics Geotechnical investigation was completed by HP-Geotech dated February 27, 2015 (Job NO. 115023A) for this site. The investigation included recommendations for construction of the foundation and roadways on the site and concludes “Based on our review, there are no significant geologic hazards that would make the project infeasible and their potential impacts can be mitigated with good engineering and construction practices.” A copy of the HP-Geotech report is included in this submittal under separate cover. The following map obtained from the US Department of Agriculture Natural Resources Conservation Service shows the soil types located on the subject property. Page - 117 N A Natural RDsourcos Conservation Sorvlco Soil Map-Rifte Area, Colorado, Parts of Garfiel d and Mesa Counties (Easlbank Soils) We b Soil Survoy National Coopomlivo Sol Survey • ~ ~ ~ ~ »" 29'l~N "' ; ~ § ~ • ~ ~ . ~ M " ~ ~ • k ~ ~ 2/27/2015 Page 1 of3 W28''9"N Page - 118 Map Unit Description: Atencio-Azeltine complex, 1 to 3 percent slopes---Rifle Area, Colorado, Parts of Garfield and Mesa Counties Rifle Area, Colorado, Parts of Garfield and Mesa Counties 8-Atencio-Azeltine complex, 1 to 3 percent slopes USDA Natural Resources --Conservation Servi ce Map Unit Setting National map unit symbol. jnzd Elevation: 5,000 to 7,000 feet Farmland classification: Farmland of statewide importance Map Unit Composition Azeltine and similar soils.· 45 percent Atencio and similar soils: 45 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Atencio Setting Landform.· Terraces, alluvial fans Landform position (three-dimensional): Tread Down-slope shape: Convex Across-slope shape. Convex Parent material. Mixed alluvium derived from sandstone and shale Typical profile H1 -Oto 11 inches. sandy loam H2 -11 to 23 inches. gravelly sandy clay loam H3 -23 to 28 inches. gravelly sandy loam H4 -28 to 60 inches. extremely cobbly sand Properties and qualities Slope. 1 to 3 percent Depth to restrictive feature. More than 80 inches Natural drainage class.· Well d rained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksalj .· Moderately high to high (0.20 to 2.00 in/hr) Depth to water table. More than 80 inches Frequency of flooding . None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile. Nonsaline (0 .0 t o 2 .0 mmhos/cm) Available water storage in profile. Low (about 3.8 inches) Interpretive groups Land capability classification (irrigated). 4s Land capability classification (nonirrigated)." 4s Hydrologic Soil Group. B Ecological site. Rolling loam (R048AY298CO) Web Soil Survey National Cooperative Soil Survey Eastbank Soils Unit 8 2/27/2015 Page 1 of 2 Page - 119 Map Unit Description: .Atencio-Azeltine complex, 1 to 3 percent slopes---Rifle Area , Colorado, Parts of Garfield and Mesa Counties Description of Azeltine Setting Landform: Alluvial fans, terraces Landform position {three-dimensional) Tread Down-slope shape: Linear, convex Across-slope shape: Linear, convex Parent material: Mixed alluvium derived from sandstone and shale Typical profile H1 -0 to 18 inches: gravelly sandy loam H2 -18 to 60 inches: extremely gravelly sand Properties and qualities Slope.· 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class. Very low Capacity of the most limiting layer to transmit water (Ksat) · Moderately high to high (0.60 to 6.00 in/hr) Depth to water table.· More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile. Nonsaline (0.0 to 2 .0 mmhos/cm) Available water storage in profile: Very low (about 2.5 inches) Interpretive groups Land capability classification (irrigated).· 4s Land capability classification (nonirrigated)." 4s Hydrologic Soil Group. A Ecological site Rolling loam (R048AY298CO) Data Source Information Soil Survey Area: Survey Area Data: USDA Natural Resources --Conservation Service Rifle Area , Colorado , Parts of Garfield and Mesa Counties Version 8, Sep 22, 2014 Web Soil Survey National Cooperative Soil Survey Eastbank Soils Unit 8 2/27/2015 Page 2 of 2 Page - 120 Map Unit Description: Begay sandy loam, 6to12 percent slopes---Rifle Area, Colorado, Parts of Garfield and Mesa Counties Rifle Area, Colorado, Parts of Garfield and Mesa Counties 11-Begay sandy loam, 6 to 12 percent slopes Map Unit Setting National map unit symbol: jnx6 Elevation. 5,000 to 6 ,500 feet Farmland classification: Not prime farmland Map Unit Composition Begay and similar soils.· 90 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Begay Setting Landform: Alluvial fans, valley sides Down-slope shape: Linear, convex Across-slope shape: Linear, convex Parent material: Alluvium derived from sandstone and shale Typical profile H1 -0 to 10 inches: sandy loam H2 -10 to 60 inches: stony sandy loam Properties and qualities Slope.· 6 to 12 percent Depth to restrictive feature. More than 80 inches Natural drainage class : Well drained Runoff class: Low Capacityofthemostlimiting layertotransmitwater(Ksat).· High (2.00 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding · None Frequency of ponding. None Calcium carbonate, maximum in profile. 10 percent Salinity, maximum in profile.· Nonsaline (0.0 to 2 .0 mmhos/cm) Available water storage in profile.· Low (about 5. 7 inches) Interpretive groups Land capability classification (irrigated)· 4e Land capability classification (nonirrigated). 4e Hydrologic Soil Group.· A Ecological site. Rolling loam (R048AY298CO) Data Source Information Soil Survey Area: Survey Area Data: USDA Natural Resources -~ Conservation Service Rifle Area , Colorado, Parts of Ga rfield and Mesa Counties Version 8, Sep 22 , 2014 Web Soil Survey National Cooperat ive Soil Survey Eastbank Soils Unit 11 2/27/2015 Page 1 of 1 Page - 121 Map Unit Description: Ildefonso stony loam, 25 to 45 percent slopes---Rifle .Area, Colorado, Parts of Garfield and Mesa Counties Rifle Area, Colorado, Parts of Garfield and Mesa Counties 34-lldefonso stony loam, 25 to 45 percent slopes Map Unit Setting National map unit symbol: jnyO Elevation. 5,000 to 6 ,500 feet Farmland classification. Not prime farmland Map Unit Composition Ildefonso and similar soils: 90 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ildefonso Setting Landform: Alluvial fans, valley sides, breaks Down-slope shape: Linear, convex Across-slope shape.· Linear, convex Parent material: Mixed alluvium derived from basalt Typical profile H1 -0 to 8 inches: stony loam H2 -8 to 60 inches.· very stony loam Properties and qualities Slope.· 25 to 45 percent Depth to restrictive feature.· More than 80 inches Natural drainage class.· Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (KsaO: Moderately high to high (0 .60 to 6.00 in/hr) Depth to water table. More than 80 inche s Frequency of flooding. None Frequency of ponding. None Calcium carbonate, maximum in profile: 35 percent Salinity, maximum in profile.· Nonsaline to very slightly saline (0.0 to 4.0 mmhos/c m) Available water storage in profile: Low (about 5.1 inches) Interpretive groups Land capability classification (irrigated) None specifie d Land capability classification (nonirrigated). 7e Hydrologic Soil Group. A Data Source Information Soil Survey Area : Survey Area Data: USDA Natural Resources -~ Conservation Service Rifle Area, Colorado, Parts of Garfield and Mesa Counties Version 8, Sep 22 , 2 014 Web Soil Survey National Cooperative Soil Survey Eastbank Soils Unit 2/27/201 5 Page 1 of 1 Page - 122 Geology and Hazard. The map below includes hazard data obtained from the Garfield County Geologic Hazard GIS data download web-site. The subject property lies outside identified Slope, Soils and Surficial Hazard areas as well as Septic System Constraints. The geotechnical Investigation completed by HP-Geotech for this site and included with this submittal did not identify conditions that would preclude construction of the proposed facility at this location as long as the recommendations in the report are followed. Site Page - 123 Site Page - 124 Site Page - 125 Site Page - 126 Floodplain Map Site Page - 127 Floodway Map Site Page - 128 Floodplain, Runoff and Ground Water. This submittal includes a geotech, and drainage reports submitted under separate cover that include a detailed analysis of these issues. There are no floodplain impacts on the useable portions of the property. As noted in the soils information, the majority of the site where development will take place is underlain by Atencio-Azeltine complex soils which are generally sandy loams, gravelly/sandy clay loams that are well-drained and are not subject to flooding. The applicant is proposing individual septic disposal systems for wastewater treatment on each of the lots. Percolation tests were performed on the site and the final design of the ISDS will be based upon those results. These systems will be properly designed and installed and will not adversely impact runoff, stream flow or groundwater. All site runoff will be managed in conformance with the engineered drainage analysis and best practices, thereby, avoiding adverse impacts to surface water or groundwater. Environmental Impacts Construction of the new facility on the property will result in the removal of flora and fauna where there are paved surfaces, building construction and detention basins. Effect of development on environmental resources including critical wildlife habitat will be minimal. The report prepared by Colorado Wildlife Science, LLC notes that there will not be adverse impacts to mule deer, elk or endangered/threatened animal populations. The property is not in any identified deer or elk migration routes. Obviously, construction on the FedEx site will remove vegetation. Some of this vegetation will be replaced with low water consuming landscaping which will offset some of the adverse impact. The site is located in an area that is adjacent to existing light industrial uses. Impacts on wildlife and domestic animals through creation of hazardous attractions will be nominal. There will be no domestic animals on the property. As noted previously, wildlife impacts are minimal and there will be some elimination of habitat as a result of construction of the facility. There will be no blockade of migration routes, use patterns or similar wildlife impacts. There will be few if any food wastes generated on-site which otherwise would attract wildlife, dogs and/or cats. All waste will be placed in a properly designed trash receptacles to prevent access by wildlife and domestic animals. Radiation Hazard There are no known radiation hazards on the site that have been identified by the State or County Health Departments. The following responses were received from the Colorado Department of Public Health and Environment and Garfield County Public Health Department. Colorado Department of Public Health Hi Davis, I have searched a two-mile radius around your subject property and show no records of any facilities within that area in the HMWMD Record Center databases. The nearest facilities are the Eimco Coal Machinery at 2222 Devereaux Road (5.8 miles northwest) and the Carbondale Landfill on Highway 82 (8.7 miles to the southeast). See attached map. Best, Kay Garfield County Public Health Department From: Morgan Hill [mailto:mhill@garfield-county.com] Sent: Monday, March 9, 2015 4:00 PM Page - 129 To: Davis Farrar Cc: Joshua Williams Subject: RE: Radiation Hazard Hi Davis, Our office does not have any records of radiation hazards at that location. As usual, please contact other appropriate agencies such as the CDPHE or DNR to determine if they may have any records. Thanks, Morgan Hill Environmental Health Specialist III Garfield County Public Health 195 W. 14th Street Rifle, CO 81650 Phone: (970) 665-6383 Email: mhill@garfield-county.com, www.garfield-county.com/environmental-health Nuisances This site will not generate vapor, dust, smoke, noise, glare or vibration at any significant levels or at nuisance levels beyond the property boundary. There will be sound generated by truck and vehicular traffic to the site, but that will not exceed normal ambient levels. Noise generated on this site will be comparable to that of adjacent uses. Landscaping, paved and impervious surfaces will prevent the generation of dust. Exterior lighting will be downcast to minimize glare and/or lighting trespass. The only omissions from the property will be those minimal amounts normally associated with vehicle exhaust and/or building heating systems. Hours of Operation The proposed facility will operate 7 days a week with terminal operation for trailers and 5 days per week terminal operation for pick-up and delivery. Based on this it is anticipated that the proposed Federal Express facility at build-out will generate a total of 230 ADT with 47 trips (24 inbound/23 outbound) during the AM peak hour and 44 trips (24 inbound/20 outbound) during the PM peak hour. It should also be noted that this facility will not be open to the general public (see the Rick Engineering Traffic Impact Analysis submitted separately with this application). The operation will employ 14.5 full-time equivalent (FTE) workers; 9 full time and 9.5 part-time persons. Page - 130 Estimated Construction Costs Page - 131 Page - 132 Responses to Mountain Cross Engineering Comments Letter Page - 133 Page - 134 Eastbank LLC & Federal Express Page 2 from the FedEx facility. This is likely not the case with a third access for a large traffic generator, such as a proposed school. Provisions should be made to allow the proposed access to be combined to a future access to the south that would likely provide better sight distance, allow more room for turn lanes, and provide longer queue lengths. • County Road and Bridge has reviewed our access points and determined at this time that they are in the best location. If future development justifies access adjustments, they will occur at that time. Per our revised site plan we have made adjustments to facilitate the ability for the school district to keep several different access options open for future planning and development. We believe that the comments have been addressed and completed to the best of our knowledge and it is not anticipated that there will be further comments. Please let us know if you need any more information or have questions regarding Eastbank LLC and FedEx plans. Thank You, Roger Neal, P.E. Principal Page - 135 Eastbank Access Waiver Statement of Adequacy The existing south access road is classified as a Primitive/Driveway per Table 7-107. The existing access has been adequate for the current uses at Eastbank Parcel 2 Lot Split - Parcel 2A. The existing uses have included Intermountain Waste and Gould Construction. The proposed Minor Subdivision breaks Parcel 2A into three lots. Lot 1 will be the FedEx lot which will have an improved shared access road with the new Lot 2 which is the Waste Facility. Lot 3 was created only to differentiate between the waste facility and future development of Lot 3. Lot 2 will have the ability to continue to use the south access road as well as the north improved access and road. We have added a note on the Eastbank, LLC Minor Subdivision plat that states “ Any future land use development application proposal with respect to lot 3 hereof shall be required to provide adequate road access for such proposed uses sufficient to satisfy then applicable Garfield County standards.” No change in land use is proposed for the property. Therefore, the existing access will remain adequate for same continued use s on the south access. We have contacted Mike Prehm with Garfield County road and bridge to discuss the continued use of the current access point with CR 154 without making any additional improvements and per our conversation we believe he is in agreement to allow the existing access to continue to function in the current location and grades until future development occurs. Geometry of the Road The existing access pre-dated the required design currently defined by the County's Road Standards in Table 7-107. The existing centerline grade is 12.6% at the County Road 154 existing edge of asphalt, and varies up to approximately 17.0% within 40 -feet of the County Road 154 edge of asphalt. See the Chart below that shows the existing road design values and deviation from the standards: Design Standard Table 7-107: Roadway Standards Existing Value Design Capacity (ADT) 0-20 unknown Minimum ROW Width (Feet) 15 to 301 25 Lane Width (Feet) Single Lane 12 Single Lane varies 9’ to 35’ Shoulder Width (Feet) 0 0 Ditch Width (Feet) 32 0 Cross Slope 2% varies 0% to 8% Shoulder Slope n/a n/a Design Speed n/a n/a Minimum Radius (Feet) 40 75 Page - 136 Maximum % Grade 12% 17.0% Surface Native Material Asphalt/Gravel/Native Material 1 As determined adequate in an engineering review. Primitive road shall be dedicated ROW, driveway can be dedicated as either an easement or ROW. 2 If determined necessary for adequate drainage. Below is a picture of the exisitng South access to CR 154. The access is paved to the ROW line and for aproximately another 100+ feet down the road. Photo of Intersection Safety/Structural Issues Although the access is steep it is paved and has good exposure and we are not aware of any accidents that have occurred at this location. The last four years of accident data do not include any accidents at this intersection. Structural issues are not applicable to the access. Maintenance The road is currently maintained by Intermountain and Gould Construction and will continue to be maintained by those parties while under lease Travel Demand The peak travel demand and type of traffic will not change. FOUR MILE CREEK I I // I; I; // EASTBANK, LLC LOT LINE ADJUSTMENT PARCEL 1 ~ EASTBANK LOT SPLIT RECEPTION NO. 770436 AND PARCEL 2A OF THE EASTBANK PARCEL 2 LOT SPLIT RECEPTION NO. 813402 SITUATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. L & Y JAMMARON FAMILY LLLP 4915 HWY. 82 Gll.ENWOOD SPRINGS, 15 REBAR & CAP L.S. f1748B (FND 15 REBAR & CAP CO 81601 LS. f/S3J7 (F:ii 'MlNESSED 389.94' I ~---------; N01·44•43•E 88.48 (DEED=88. 77') POINT OF BEGINNING PARCEL 28 48.24' S49'2T26"W 184.75' COUNTY OF GARFIELD, STATE OF COLORADO I I I JOINER DRIVE REBAR & CAP GIBLE (FND) \ \ \ \ (BASIS OF BEARINGS) N89'54'27"E RFTA ALUM. CAP CPjlNG11 (FND) E1 4 SECTION 35 FOUND STONE / / / / // RFTA AWM. CAP LS. #16401 (FND) 15 REBAR & CAP LS. f/S3J7 (FND) L & Y JAMMARON FAMILY UlP 4915 HWY. 82 GLENWOOD SPRINGS, co 81601 I I I I I I; I // // I; // // // I; // // I; // // (( 11 11 II II 11 11 \\ I\ EASEMENT I I ~15.0' WATERLINE I BOOK 664 PAGE 356 )) DITQI !WICAL) -l~p (!WICAL) REBAR & CAP ~L.~S.-f1959B (FND) l'IP. PARCEL2A 38.200± ACRES PARCEL I 35.100± ACRES 30' TEMPORARY ~ CONSTRUCTION EASEMENT \ I!. -13010'09" R =650.00' L -1476.72' T =1399.32' CB=S8512' 49"E c =1179.01' • / / / L1 / \ SI> SEE DETAIL A ~ ' N49"54'08"W / / / 104.24' ~I OE BEARS N29i5'01"W 2.42' EXISTING ACCESS (lHE OWNER OF PARCEL 28 RESERVES THE RIGHT TO RELOCAlE) RHEAD POWERUNE I PREHM RANCH / / IRONBRIDGE GOLF COURSE WESTBANK FILING I TRANSFER PARCEL DESCRIPTIONS EASJBANK, L.LC TO ROARING FORK RE-1 SCHOOL DISTRICT A PARCEL OF LAND SllUAlED IN THE SOUTH HALF OF SECTION 35, TO'lltlSHIP 6 SOUTH, RANGE B9 WEST OF THE 6TH PRINCIPAL MERIDIAN, L'TING V,,THIN PARCEL 2A OF THE EASlBANK LOT SPLIT RECORDED JANUARY 1B, 2012 AS RECEPTION NO. 813402 IN THE GARFELD COUNTY Cl.£RK AND RECORDER'S OFFICE AND BBNG MORE PARTICULARLY DESCRIBED AS FOLLOWS' COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 35, A STONE FOUND IN PLACE; THENCE S7Bict46"E A DISTANCE OF 2558.02 FEET TO THE PQ!NT OF BEGINNING: THENCE S56"20'25"E A DISTANCE OF 227.36 FEET; THENCE S40"59'49"E A DISTANCE OF 157.49 FEET; THENCE S49"00'11"W A DISTANCE OF 20.20 FEET; THENCE S62"39'46"W A DISTANCE OF 37.96 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HA"1NG A RADIUS Of 125.00 FEET AND A CENTRAL ANGLE OF 38"04'5r, A DISTANCE Of 83.08 FEET (CHORD BEARS S61"42'1TW A DISTANCE OF 61.56 FEET); THENCE N79i5'14"W A DISTANCE OF 29.64 FEET; THENCE N14"58'36"W A DISTANCE OF 142.B9 FEET; THENCE N57"37'23"W A DISTANCE OF 149.86 FEET; THENCE S73"43'41"W A DISTANCE OF 54.23 FEET; THENCE N46iO'Ja"E A DISTANCE Of 113.6.3 FEET TO THE POINT Of BEGINNING, CONTAINING 34,625 SQUARE FEET OR 0. 795 ACRES, MORE OR LESS. EASJBANK. LLC TO ROARING FORK RE 1 SCHOOL DISTRICT A PARCEL Of LAND SllUAlED IN THE SOUTH HALF Of SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST Of lHE 6TH PRINCIPAL MERIDIAN, LYING WITHIN PARCEL 2A Of THE EASlBANK LOT SPLIT RECORDED JANUARY 18, 2012 AS RECEPTION NO. 813402 IN THE GARFELD COUNTY Cl.£RK AND RECORDER'S OFFICE AND BBNG MORE PARTICULARLY DESCRIBED AS ~ COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 35, A STONE FOUND IN PLACE; THENCE S66"35'44"E A DISTANCE OF 2565.48 FEET TO THE POINT OF BEGINNING: THENCE S58it21•w A DISTANCE OF 139.08 FEET; THENCE ALONG lHE ARC OF A NON-TANGENT CURVE TO THE RIGHT HA\1NG A RADIUS OF 2B7.79 FEET AND A CENlRAL ANGLE OF 26"41'44", A DISTANCE OF 134.12 FEET (CHORD BEARS N60"21'04"W A DISTANCE OF 132.72 FEET); THENCE N49"42'07"E A DISTANCE OF 86.44 FEET; THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HA"1NG A RADIUS OF 180.00 FEET AND A CENlRAL ANGLE OF 35"54'14", A DISTANCE OF 112.BO FEET (CHORD BEARS S66'45'18"E A DISTANCE Of 110.96 FEET); THENCE SB4'42'25"E A DISTANCE OF 64.5.3 FEET TO THE POINT OF BEGINNING, CONTAINING 13,518 SQUARE FEET OR 0.310 ACRES, MORE OR LESS. EASJBANK. LLC JO ROARING FORK RE 1 SCHOOL DISTRICT A PARCEL Of LAND SllUAlED IN THE SOUTH HALF Of SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST Of lHE 6TH PRINCIPAL MERIDIAN, LYING WITHIN PARCEL 2A Of THE EASlBANK LOT SPLIT RECORDED JANUARY 18, 2012 AS RECEPTION NO. 813402 IN THE GARFELD COUNTY Cl.£RK AND RECORDER'S OFFICE AND BBNG MORE PARTICULARLY DESCRIBED AS ~ COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 35, A STONE FOUND IN PLACE; THENCE S67i2'J7"E A DISTANCE OF 2300.78 FEET TO U!E PDINT OF BEGINNING: THENCE SJ9i4'19.E A DISTANCE Of 12.20 FEET; lHENCE N49'54'o8•w A DISTANCE OF 12.2J FEET; THENCE N46io'Ja"E A DISTANCE Of 2.27 FEET TO UJE POINT OE BmNNING, CONTAINING 14 SQUARE FEET OR 0.000 ACRES, MORE OR LESS. / ---- ROARING FORK RE-1 SQ-100. DISJRICT JO EASJBANK. L.LC A PARCEL OF LAND SllUAlED IN THE SOUTH HALF OF SECTION 35, TO'lltlSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, L 'TING l\ITHIN PARCEL 1 OF THE EASlBANK LOT SPLIT RECORDED JANUARY 1B, 2012 AS RECEPTION NO. 613402 IN lHE GARFIEI.D COUNlY Cl.ERK AND RECORDER'S OFFICE AND BEJNG MORE PARTICUL.ARL Y DESCRIBED AS FOl..l.OWS: COMMENCING AT lHE WEST QUARTER CORNER Of SAID SECllON 35, A STONE FOUND IN PLACE; THENCE S76'01'32"E A DISTANCE Of 2495.66 FEET TO UJE POINT OE BmNNING: THENCE S46i0'36"W A DISTANCE OF 416.69 FEET; THENCE N39i4'19"W A DISTANCE OF 30.86 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HA"1NG A RADIUS OF 280.00 FEET AND A CENlRAL ANGLE OF 13"41'34", A DISTANCE OF 66.92 FEET (CHORD BEARS N32'23'32"W A DISTANCE Of 66.76 FEET); THENCE N25'J2'45"W A DISTANCE Of 127.21 FEET; THENCE N63"33'53"E A DISTANCE OF 128.91 FEET; THENCE S71"45'24"E A DISTANCE OF 84.95 FEET; THENCE N73"43'41"E A DISTANCE OF 223.64 FEET TO lllE. paNT OE BEGINNING, CONTAINING 47,404 SQUARE FEET OR 1.088 ACRES, MORE OR LESS. ROARING FORK RE-1 SQ-100. DISJRICT JO EASJBANK. L.LC. A PARCEL OF LAND SllUAlED IN THE SOUTH HALF OF SECTION 35, TO'lltlSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, L 'TING l\ITHIN PARCEL 1 OF THE EASlBANK LOT SPLIT RECORDED JANUARY 1B, 2012 AS RECEPTION NO. 613402 IN lHE GARFIEI.D COUNlY Cl.ERK AND RECORDER'S OFFICE AND BEJNG MORE PARTICUL.ARL Y DESCRIBED AS FOLLOWS, COMMENCING AT lHE WEST QUARTER CORNER Of SAID SECllON 35, A STONE FOUND IN PLACE; THENCE S66"06'28"E A DISTANCE OF 2393.27 FEET TO UJE POINT OE BmNNING: THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HA"1NG A RADIUS OF 180.00 FEET AND A CENlRAL ANGLE OF 09"33'52", A DISTANCE OF 30.05 FEET (CHORD BEARS,N44"01'15"W A DISTANCE OF 30.01 FEET); THENCE N39i4'19"W A DISTANCE OF 60.78 FEET; lHENCE S49'54'08.E A DISTANCE Of 92.01 FEET; THENCE S49"42'orw A DISTANCE Of 14.5.3 FEET TO UJE POINT OE BmNNINC. CONTAINING 748 SQUARE FEET OR 0.017 ACRES, MORE OR LESS. NOTICE: ACCCRJING TO COLORADO LAW YOU MUST COIAIENCE NlV l.ElW. ACTION BASED UPCl\I NlV DEFECT IN TllS SURVEY ¥t1H.. lHREE YEARS AF1ER YOU FRT DISCOVER SUat DEFECT. .. NO EVENT NAY NlV ACTION BASED I.PON NlY DEFECT IN lHIS SURVEY EE COIAIENCED MCR: 1HAH 'TEN YEARS FROM THE DATE OF CERTIFICATION SH0¥1\1 tEREQN. AREA FROM SCHOOL DISlRICT TO EASlBANK, LLC AREA FROM EASTBANK, Ll.C TO SCHOOL DISTRICT SURVEYOR'S STATEMENT I, FRANK W. HARRINGTON, DO HEREBY STATE THAT THIS LOT LINE ADJUSTMENT WAS PREPARED BY HIGH COUNlRY EN~NEERING, INC. FOR EASlBANK, LJ.C, THAT SAID LOT LINE ADJUSTMENT WAS PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSBL.E CHARGE AND THAT IT IS lRUE AND CORRECT TO THE BEST OF MY BEl.JEF AND KNO\IUIJGE. BY'--------------- FRANK W. HARRINGTON, L.S. NO. 19596 CLERK AND RECORDER'S CERTIFICATE lHIS EXEMPTION PLAT WAS FlLED FOR RECORD IN THE OFFICE OF lHE Cl.ERK AND RECORDER OF GARFIELD COUNTY AT O'CLOCK _M., ON lHE DAY OF·-----~ 2015 AND IS DULY RECORDED IN BOOK PAGE -----RECEPTION NO., _______ _ ATIEST: ___________ _ CL.ERK AND RECORDER BY: _____________ _ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ' 15 REBAR & CAP LS.f/S3J7 (FND) ss1i3•25•E' . ' 111.93 , S54'41'49"E 188.78 ( 15 REBAR & CAP '-LS.f/S3J7 (FND) ' S58'02'59"E '- 181.81 ' 15 REBAR (FND) ' ' ' ' ' ' ' SJ314'47"W 381.32' (DEED-337.42') & CAP ~ f/S337 FND 'MlNESSED 11B.79 ' ' ' ' ' ' DETAIL A SCALE: 1 • = 20' VICINITY MAP NOTES: 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF lRUE NORTH DETERMINED BY GPS OBSERVATIONS 'TIELDING A BEARING OF N08"34'2TE BETWEEN THE SOUTH\\EST CORNER Of SECTION 35, A 3 1/4• ALUMINUM CAP LS. NO. 15710 FOUND IN PLACE AND THE WEST QUARTER OF SECTION 35, A STONE FOUND IN PL.ACE AS SHOWN HEREON. 2. DA TE OF THIS SUR\IEY : XXXXXXXXXXX 3. THIS SUR\IEY IS BASED ON RECEPTION NO. 697251, RECEPTION NO, 697252, AN IMPROVEMENT SURVEY PL.AT PREPARED BY M. DARREll WHllE, LS. NO. 9337 DATED: SEPTEMBER 17, 1999, lHE RECORDED PLAlS OF WESlBANK RANa-t AND PREHM RANa-t, ROARING FORI( TRANSPORTATION AUTHORllY RIGHT-OF-WAY SURVEY MAPS PREPARED BY FARNSWORTH GROUP PRC>.ECT NO. 305007.7 SHEETS 9 &: 10 AND CORNERS FOUND IN PLACE AS SHOWN HEREON. 4. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANlS AND EASEMENlS OF RECORD OR IN PL.ACE AND EXCEPTIONS TO llill SHOWN IN THE TlllE COMMllMENlS PREPARED BY LAND Tlll.£ GUARANTEE COMPANY, DAlED: NOVEMBER 29, 2011. (ORDER NUMBER GC63006861-2 AND GC63006665-2). 5. IMPROl<tMENlS SHO'lltl HEREON HAVE BEEN TAKEN moM 2006 AERIAL MAPPING PROVIDED BY THE Cl.JENT. POINT OF BEGINNING PARCEL 2A 15 REBAR & CAP IUEGIBLE (FND) TIE FROM SE CORNER SECTION 35 (A BLM BRASS CAP IN PLACE)' N37"44'52"W 2075.85' SHANE & BRUCE'S LLC 4185 COUNTY ROAD 154 Gll.ENWOOD SPRINGS, CO 81601 CURVE C1 C2 CJ C4 C5 C6 C7 CB C9 C10 RADIUS 745.00' 1517.00' 838.00' 300.00' 250.00' 189.00' 125.00' 280.00' 180.00' 287.79' GRAPHIC SCALE ( IN FEET ) 1 Inch -200 ft. LINE TABLE LINE BEARING L1 N53"45'59"E L2 NOO'OO'OO"E L3 N71"38'40"E L4 N5713'34"E L5 S02'07'30"E L6 N08"53'56"W L7 S16'28'12"E LB S07'31 '07"E L9 S48"20'56"W L10 S27"54'09"W L11 S00'54'54"E L12 520'21 '21 "W L13 s1s30'2o•w L14 S40'59' 49"E L15 N49'00'11 "E L16 S62"39' 48"W L17 N7915'14"W L18 N14"58'36"W L19 N57"37'23"W L20 S73"43'41"W L21 N71 "45'24"W L22 S63"33'53"W L23 S25"32'45"E L24 S3914'19"E L25 S84"42'25"E L26 S581T21"W L27 N49"42'07"E L28 S40'59' 49"E L29 N57"30'58"W L30 S67"39'02"W L31 N7915'14"W L32 S14"58'38"E CURVE TABLE DELTA LENGTH TANGENT CHORD BEARING 14·25•05• 187.48' 94.24' S64 '26'07"W 717'55" 193.24' 98.75' S05"46'21 "E 5·35•55• 95.45' 47.82' N1210'22"W 20"08'57. 105.50' 53.30' N24"44'53"W 35•35'01· 155.26' 80.23' N68"38'05"E 33"05'43. 97.82' 50.21' N8411'54"E 38"04'57. 83.08' 43.14' N81'42'17"E 13·41'34• 66.92' 33.82' S32'23'32"E 45"28'06. 142.84' 75.42' S61 '58'22"E 25·41•44• 134.12' 68.50' S60"21'04"E LENGTH 39.00' 22.42' 82.76' 178.94' 93.94' 199.65' 90.17' 197.63' 78.22' 15B.25' 126.04' 133.39' 86.17' 225.59' 20.20' 37.96' 29.84' 142.89' 149.86' 277.87' 84.95' 128.91' 127.21' 103.87' 64.53' 139.08' 175.57' 4.63' 12.59' 82.34' 8.64' 48.84' CHORD 186.98' 193.11' 95.38' 104.96' 152.78' 98.27' 81.56' 86.76' 139.12' 132.72' z 0 ~ ci z ...J ~ ...J ~ • u z - Ill ~ [ --' :'i Cl 0 0: ' ~ "' ~ ~ PROJECT NO. 2151605.00 LA EASTBANKM OR SUBDIVISION EASTBANK SUBDIVISION COUNTY OF GARFIELD, STATE OF COLORADO PARCEL ID: 218535304001 SHEET INDEX SHEET NUMBER co F1 F2 C1 C2 C3 C4 cs C6 UNCC CALL BEFORE 'You DIG 1-800-922-1987 Utility Notification Center of Colorado Mrin"11d>'t Olllw 303-2»-1QCl1 12000 W. CollllxMe.. SUte B-310 Lilk&waod, Co 80215 .Q!!,!.2-llUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UJIUTIES. TITLE 111LE SHEET EASTBANK MINOR SUBDIVISION PLAT EASTBANK MINOR SUBDIVISION PLAT SITE, GRADING, DRAINAGE AND EROSION CON I AOL PLAN EXISTING ROAD IMPROVEMENIS STA. O+oo TO 6+25 PLAN AND PROFILE EXIS I ING ROAD IMPROVEMEN IS STA. 6+25 TO 12+50 PLAN AND PROFILE EXIS I ING ROAD IMPROVEMEN IS STA. 12+50 TO 15+69 PLAN AND PROFILE MAS I ER UTILITY PLAN GENERAL DETAIL SHEET ( ' I OWNER/LIASON= EASTBANK, LLC C/O ROBERT MACGREGOR 710 EAST DURANT AVE W-6 ASPEN, CO 81611 PROJECT LIASON KEVIN KIERNAN -KW GLENWOOD SPRINGS, LLC P.O. BOX979 TELLURIDE, CO 81435 II VICINfTY MAP I SCltl.E: 1• -1CCO' 0 ENGINEER= HIGH COUNTRY ENGINEERING. INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE 101 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 1. All. ITEMS SHO-.i ON lHE PLANS AS EXISTING ARE SHOW\! IN APPRO>OMATE LOCATIONS ONLY. lHE AClUAL LOCATIONS MAY VARY FROM lHE PL.ANS, ESPECIAi.LY IN lHE CASE Of UNDERGROUND UTILITIES. CONlRACTOR IS REQUIRED TO PERFORM UTILITY LOCATES BEFORE START OF CONSTRUCTION. v.tlENEVER CONlRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT lHE ENGINEER IMMEDIATELY. 2. lHE COUNTY ENGINEER AND OlHER APPROVING AGENCIES ARE TO BE NOTIFIED AT LEAST "8 HOURS PRIOR TO CONSTRUCTION. 3. lHE CONlRACTCR SHALL OBTAIN, AT lHEIR EXPENSE, ALL PERMllS lHAT ARE NECESSARY TO PERFORM lHE PROPOSED WORK. 4. lHE DRAINAGE SlUDY AND OWIS DESIGN WERE PREPARED WllH lHE BENEFIT OF A GEOTECHNICAL ST\JDY AND A SITE SPECIFIC SOIL SUR'EY BY HP GEOTECH, COMPLEIED FEBRUARY 27, 2015 PRo.ECT NUMBER 115 023A. 5. lHE ENTIRE SITE IS LOCATED WllHIN FEMA MAP NUMBER 0802051465. ...... AB"l7!" .... 1. All DEMO'D STRUCTURES, CONCRETE, TREES (DESIGNATED lHROUGH CITY FORESlRY PERMIT PROCESS), BRUSH AND RUBBISH SHALL BE REMO~D AND ACCEPTABLY DISPOSED OF. 2. All ORGANIC MATTER SHAU. BE REMOVED FROM FILL AREAS. 3. All. FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WllH lHE GEOTECHNICAL ENGINEER'S RE COMMENDATIONS. 4. All. SLOPES SIEEPER lHAN 3:1 SHALL BE TREATED WllH SEED AND MULCH AND EROSION CONlROL BLANKET NORlH AMERICAN GREEN SC150 OR EQUIVAl..DIT. 5. EROSION CONTROL BALES OR SILT FENCE SHALL BE PLACED AT lHE TOE AND DRAINAGE OUlFALL POINTS OF ALL SLOPES 2:1 OR STEEPER TO PRMNT SILTATION ON STREETS, WAl..J<WAYS OR ALLEYS. REFER TO GRADING AND EROSION CONTROL PLAN FOR DETAIL AND LOCATION OF EROSION CONlROL MEASURES. 6. CONlRACTOR SHALL COMPLY WllH ALL LOCAL. COUNTY AND STATE REGULATIONS PERTAINING TO GRADING. DUST AND EROSION. 7. NAlURAL VEGETATION SHALL BE RETAINED AND PROTECTED \WiEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DIST\JRBANCE OF VEGETATION SHAU. BE LIMITED TO lHE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR lHE SHORTEST PRACTICAL PERIOD OF TIME. 8. All. DISlURBED AREAS SHAU. RE-SEEDED, MULCHED OR SODDED AS PER GARFIELD COUNTY CRITERIA AND APPROVED LANDSCAPING PLANS. 9. TOPSOIL SHALL BE STOO<PILED TO lHE EXTENT PRACTICABLE ON lHE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND AU. STOa<PILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS, INCLUDING EROSION CONlROL AROUND lHE PERIMEIER Of SAID STOCKPILES. 10. AT ALL TIMES, lHE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND-CAUSED EROSION. EARlHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARlHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM lHE SITE CONTINUES TO CREATE PROBLEMS, lHE OWNER/DEVELOPER SHALL IMMEDIATELY INS'111UTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTIES. 11. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES AT ALL TIMES AS SPECIFIED BY lHE GEOTECHNICAL ENGINEER. ENar.EER's CERTIFICATKlN PREPARED UNDER MY SUPERVISION ROGER D NEAL. P.E. C-OLORADO NO. FOR AND ON BEliAl.F Of HIGH COUNlRY ENGINEERING, INC. EASTBANK, LLC MINOR SUBDIVISION PLAT NOTES: A SUBDIVISION OF PARCEL 2A OF EASTBANK, LLC LOT LINE ADJUSTMENT A PARCEL OF LAND SITUATED IN THE S 1 /2 SECTION 35, 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S89'54'2rw BETWEEN THE EAST QUARTER CORNER OF SECTION J5, A STONE IN PLACE AND THE \\EST QUARTER OF SECTION J5, A STONE FOUND IN PLACE AS SHOWN HEREON. 2. DATE OF THIS SURVEY WAS JANUARY 23, 2015, AT THE THIS FlELD SURVEY THERE WAS 1 FOOT OF SNOW ON THE GROUND. 3. THIS SURVEY IS BASED ON RECEPTION NO. 697251, RECEPTION NO, 697252, AN IMPROVEMENT SURVEY PLAT PREPARED BY M. DARRELL IMilTE, LS. NO. 9337 DATED: SEPTEMBER 17, 1999, THE RECORDED PLATS OF WESTBANK RANCH AIND PREHM RANCH, ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY SURVEY MAPS PREPARED BY FARNSWORTH GROUP PROJECT NO. 305007.7 SHEETS 9 .!c 10, THE EASTBANK LOT SPLIT RECORDED AT RECEPTION NO. no436, THE EASTBANK PARCEL 2 LOT SPLIT RECORDED AT RECEPTION NO. 813402 AND CORNERS FOUND IN PLACE AS SHOWIN HEREON. 4. THIS PROPERTY IS SUB.ECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOv.N IN THE TITLE COMMITMENT PREPARED BY ADVAINCED TITLE COMPANY AS AGENT FOR STEWART TITLE GUARAINTY COMPANY, DAlID: t.IARCH 19, 2015. (FlLE NUMBER 51280). 5. ANY FUTURE LAND USE DEVELOPMENT APPLICATION PROPOSAL Will-I RESPECT TO LOT 3 HEREOF SHAILL BE REQUIREID TO PROVIDE ADEQUATE ROAD ACCESS FOR SUCH PROPOSED USES SUFFlaENT TO SATISFY 11-IEN APPLICABLE GARFIEUO COUNTY STANDARDS. 6. CONTROL OF NOXIOUS WIEEDS IS 11-IE RESIPONSIBILITY OF 11-IE PROPERTY OWNER. 7. NO OPEN HEARll-1 SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE Wlll-llN 11-IE SUBDllllSION. ONE NEW SOUD-F\JEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET.SEQ., AND 11-IE REGULAllONS PROMULGATED 11-IEREUNDER, lllUL BE ALLOWED IN ANY DWELLING UNIT. AUL DWIEWNG UNITS WILL BE AILLOWIED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. 8. AILL EXlERIOR LIGHTING SHALL BE 11-IE MINIMUM AMOUNT NECESSARY AND 11-IAT ALL EXTERIOR LIGHTING SHALL BE DIRECTED INWARD AND DOWNWAIRD, TOWARDS 11-IE INTERIOR OF 11-IE SUBDll/ISION, EXCEPT 11-IAT PROVISIONS MAY BE MADE TO AILLOW FOR SAFETY LIGHTING 11-IAT GOES BEYOND 11-IE PROPERTY BOUNDARIES. 9. COLORADO IS A "RIGHT-TO-FARM" STATE PURSUANT TO C.R.S. 35-3-11, ET. SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT 11-IE ACTIVITIES, SIGHTS, SOUNDS AND SMEILLS OF GARFIELD COUNTYS AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY Will-I A STRONG RURAL CHARACTER ANO A HEAL 11-IY RANCHING SECTOR. 11-IOSE Will-I AN URBAN SENSITIVITY MAY PERCEIVE SUCH ACTil/lllES, SIGHTS, SOUND, AND SMELLS ONLY AS INCONVENIENCE, EYESORE, NOISE AND ODOR. HOWIEVER, STATE LAW AND COUNTY POLICY PROlllDE 11-IAT RANCHING, FAIRMING AND 011-IER AGRICULTURAL ACTil/ITIES AND OPERATIONS 11111-llN GARFIELD COUNTY SHAUL NOT BE CONSIDERED TO BE NUISANCES SO LONG AS OPERA TED IN CONFORMANCE 11111-1 11-IE LAW AND IN A NON-NEGLIGENT MANNER. 11-IEREFORE, AILL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, UGI-ITS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE. AND 11-IE APPLICATION BY SPRA'r1NG OR 011-IERWISE OF CHEMICAL FERTILIZEIRS, SOIL AMENDMENT, HERBICIDE, AND PESTiaDES, ANY ONE OR MORE OF WHICH MAY NATURAULY OCCUR AS PART OF LJEGAL AND NON-NEGLIGENT AGRICULTURAL OPERATIONS. 10. AILL OWNERS OF LAND, WHEll-IER RANCH OR RESIDENCE, HAVE OBLIGAllONS UNDER STATE LAW AND COUNTY REGULATIONS 11111-1 REGARD TO 11-IE MAINTENANCE OF FENCES AND IRRIGAllON DITCHES, CONTROWNG WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPEIRTY IN ACCORDANCE 11111-1 ZONING, AND 011-IEIR ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT 11-IESE RIGHTS AND RESPONSIBILITIES AN ACT AS GOOD NEIGHBORS AND CITIZENS OF 11-IE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH INFORMATION IS "A GUIDE TO RURAL Lii/iNG & SMAUL SCALE AGRICULTURE" PUT OUT BY 11-IE COLORADO STATE UNIVERSITY EXlENSION OFFICE IN GARFIELD COUNTY. 11. DOGS KEPT ON 11-IE PROPERTY SHALL BE IN A FENCED YARD OR ON A LJEASH TO PREVENT HARASSMENT OF lllLDLIFE. 12. FENCING ON 11-IE PROPERTY SHAILL COMPLY 11111-1 11-IE COLORADO PARKS AND lllLDLIFE SPEaFICAllONS FOR lllUOLIFE-FRIENDLY FENCING. 13. ENGINEER-DESIGNEID SEPTIC SYSTEMS ARE REQUIRED 11111-llN 11-llS SUBDllllSION. TITLE NOTES: 10. RESERVATIONS AND EXCEPTIONS IN PATENTS, OR ACTS AUll-IORIZING 11-IE ISSUANCE 11-IEREOF, INCLUDING 11-IE RESERVATIONS OF 11-IE RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY 11-IE AUll-IORITY OF 11-IE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDEID MAY 20, 1899 AT RECEPllON NO. 21746. 11. RESERVATIONS AND EXCEPllONS IN PATENTS, OR ACTS AIUll-IORIZING 11-IE ISSUANCE 11-IEREOF, INCLUDING 11-IE RESERVATIONS OF 11-IE RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE 11-IEREFROM SHOULD 11-IE SAME BE FOUND TO PENETRATE OR INTERSECT 11-IE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDEID MAY 20, 1899 AT RECEPTION NO. 21746. 12. EASEMENTS GRANTED TO 11-IE MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY BY INSTRUMENT RECORDED AUGUST 29, 1929 AT RECEPTION NO. 105227, AND BY INSTRUMENT RECORDED JULY 13, 1931 AT RECEPTION NO. 110547. 13. EASEMENT GRANTED TO 11-IE MOUNTAIN STATES TELEIPHONE AIND TELEGRAIPH COMPANY BY INSTRUMENT RECORDEID OCTOBER 29, 1964 AT RECEPTION NO. 227425. 14. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGAllONS AS CONTAINEID IN GARFIELD COUNTY RESOLUTION 81-387 RECORDED DECEMBER 22, 1981 AT RECEPTION NO. 322946. 15. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGAllONS AS CONTAINEID IN GARFIELD COUNTY RESOLUTION 83-122 RECORDED MAY 17, 1983 AT RECEPllON NO. 342137. 16. EASEMENT FOR WATER LINE GRANTED TD LEO JAMMARON BY INSTRUMENT RECORDED FEBRUAIRY 15, 1985 AT RECEPTION NO. 359483. 17. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGAllONS AS CONTAINEID IN GARFIELD COUNTY RESOLUTION 97-92 RECORDED OCTOBER 7, 1997 AT RECEPllON NO. 514786. 18. (INTENTIONAULY OMITllED). 19. AGRICULTURE ENCROACHMENT LICENSE Will-I 11-IE ROARING FORK llRANSPORTATION AUll-IORITY AS SET FORTI-I BY INSTRUMENT RECORDED AUGUST 22, 2005 AT RECEPTION NO. 680632. 20. llEIRMS, CONDITIONS, PROVISIONS, AGREEMENTS AIND OBLIGATIONS OF LEASE FROM EASlBANK, LLC, A COLORADO LIMITED LIABILITY COMPANY, ELIZABEll-1 MACGREGOR IRREVOCABLE TRUST DATED DECEMBEIR 27, 2000, A COLORADO TRUST AND FlLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, A COLORADO TRUST, AS LANDLORD, AND KW GLENWOOD SPRINGS, ULC, AN ARIZONA LIMITED LIABILITY COMPANY AS EVIDENCED IN MEMORANDUM OF LEASE RECORDED MARCH 17, 2015 AT RECEPTION NO. 860458. SURVEYOR'S CERTIFICATE I, FRANK W. HARRINGTON, DO HEREBY CERTIFY 11-IAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER Tl-IE LAWS OF Tl-IE STATE OF COLORADO, THAT 11-llS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF EASTBANK, LLC MINOR SUBDIVISION, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, 11-IAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTI._ Y SHOWS THE LOCATION AND DIMENSIONS OF Tl-IE LOTS, EASEMENTS AND SlREETS OF EASTBANK, Ll.C MINOR SUBDIVISION AS THE SAME ARE STAKED UPON Tl-IE GROUND IN COMPLIANCE Will-I APPLICABLE REGULATIONS GOVERNING Tl-IE SUBDIVISION OF LAND. IN WllNESS WHEREOF I HAVE SET MY HAND AND SEAL 11-llS __ DAY OF BY: ___________________ _ FRANK W. HARRINGTON, L.S. NO. 19598, CfedS NOllCE: ACCORDl'tG 10 COl..ORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN lHIS SURVEY Wl111N THREE 'l'EARS AFTIR Y0J FIRST DISCOVER SUat DEFECT. IN NO EVENT MAY ANY ACTION BASED UPOt ANY DEFECT It lHIS SUR'VEV BE COMMENCED M~ THAN TEN YEARS FROM lHE DAlE OF CERTIFICATION 910Vfl HEREON. ·----~ 2015. TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO TITLE CERTIFICATE VICINITY MAP SCALE: 1" = 2,000' I, ROBERT C. REECE, AS PRESIDENT OF ADVANCED TITI._E COMPANY, DO HEREBY CERTIFY 11-IAT I HAVE EXAMINED THE TITI._E TO ALL LANDS SHOWN UPON 11-llS PLAT AND 11-IAT Tlill TO SUCH LANDS IS VESTED IN EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY, ELIZABEll-1 MACGREGOR IRREVOCABLE lRUST DATED DECEMBER 27, 2000 AND FLORA MACGREGOR IRREVOCABLE lRUST DATED DECEMBER 27, 2000, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF lRUST, JUDGMENTS, EASEMENTS, CONlRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN 11-llS PLAT), EXCEPT AS SET FORll-1 ON 11-llS PLAT. DATED 11-llS _ _,,DAY OF A.D., 2015. ADVANCED TITI._E COMPANY ROBERT C. REECE, PRESIDENT COUNTY SURVEYOR'S CERTIFICATE APPROVED FOR CONTENT AND FORM ONLY AND NOT Tl-IE ACCURACY OF SURVEYS, CALCULATIONS AND DRAFTING PURSUANT TO C.R.S., 38-51-101 AND 102, ET SEQ. DATED 11-llS __ DAY OF---·----2015. BY:------------·---~-----GARFIELD COUNTY SURVEYOR CERTIFICATE OF TAXES PAID I, Tl-IE UNDERSIGNED, DO HEREBY CERTIFY 11-IAT Tl-IE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND PAYABLE AS OF UPON ALL PARCELS OF REAL ESTA TE DESCRIBED ON 11-llS PLAT ARE PAID FULL. DATED 11-llS ___ DAY OF ---------A.D., 2015. BY: GARFIELD COUNTY lREASURER COUNTY COMMISIONERS' CERTIFICATE 11-llS PLAT IS APPROVED BY 11-IE BOARD OF COUNTY COMMISSIONERS OF GAIRFIEUO COUNTY, COLORADO, 11-llS __ DAY OF .D., 20 FOR FILING Will-I 11-IE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO 11-IE COUNTY OF 11-IE PUBLIC DEIDICATIONS SHOWN HEREON, SUBJECT TO 11-IE PROlllSION 11-IAT APPROVAIL IN NO WAY OBLIGATES GARFIELD COUNTY FOR 11-IE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO 11-IE PUBLIC, EXCEPT AS SPEaFICAULY AGREEID TO BY 11-IE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENT RESOLUTION. 11-llS APPROVAL SHAUL IN NO WAY OBLIGATE GARFlELD COUNTY FOR 11-IE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS. HIGHWAYS OR ANY 011-IER PUBLIC DEDICATIONS SHOWN HEIREON. CHAIRMAN, BOARD OF COUNTY COMMISSONERS GAIRFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFlELD. ATTEST: ---------------~ COUNTY CLERK CLERK AND RECORDER'S CERTIFICATE 11-llS PLAT WAS FILED FOR RECORD IN Tl-IE OFFICE OF Tl-IE Cl.ERK AND RECORDER OF GARFIELD COUNTY AT __ 'CLOCK 11-llS __ DAY OF A.D. 2015, AND IS DULY RECORDED AS RECEPTION NO. ________ _ CLERK AND RECORDER BY: _________________ _ DEPUTY ___ ON CERTIFICATE OF DEDICATION OWNERSHIP THE UNDERSIGNED EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY, ELIZABETH MACGREGOR IRREVOCABLE lRUST DATED DECEMBER 27, 2000 AND FLORA MACGREGOR IRREVOCABLE TRUST DAlID DECEMBER 27, 2000 IN FEE Slt.IPLE OF AU. THAT REAL PROPERTY SllUATED IN GARFlELD COUNTY, DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 YtEST OF THE 6TH PRINCIPAL MERIDIAN, L 'r1NG NORTHERLY OF THE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHVt£STERLY OF THE ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY AND COLORADO STATE HIGHWAY 82 RIGHT-OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHV!£STERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82, A REBAR AND CAP FOUND IN PLACE. (IMiENCE THE SOUTHEAST CORNER OF SAID SECTION J5, BEING A 3 1/4" ALUt.llNUM CAP, BEARS S37'44'52"E A DISTANCE OF 2075.65 FEEi); THENCE DEPARTING SAID RIGHT-OF-WAY S3314'4rw A DISTANCE OF 381.32 FEET TO A POINT IN THE CENTERLINE OF THE ROARING FORK Rl'vER; THENCE THE FOLLOWING THREE (3) COURSES ALONG SAD CENTERLINE OF THE ROARING FORK RIVER: 1. N72'34-'38"W A DISTANCE OF 806.63 FEET; 2. S87'46'22"W A DISTANCE OF J51.38 FEET; 3. 58512'22"W A DISTANCE OF 170.00 FEET; THENCE DEPARTING SAID CENTERLINE N04'47'38"W A DISTANCE OF 125.00 FEET; THENCE sn'03'06"W A DISTANCE OF 249.82 FEET; THENCE S5Y45'59"W A DISTANCE OF 39.00 FEET; THENCE SOO"OO'OO"E A DISTANCE OF 22.42 FEET; THENCE S71'38'40"W A DISTANCE OF 62.76 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAI/ING A RADIUS OF 745.00 FEET, A CENTRAL ANGLE OF 14'25'06", A DISTANCE OF 187.48 FEET (CHORDS BEARS S64'26'orw A DISTANCE OF 186.98 FEEi); THENCE S5713'34"W A DISTANCE OF 178.94 FEET; THENCE S78'47'49"W A DISTANCE OF 226.84 FEET; THENCE N76'50'20"W A DISTANCE OF 398.56 FEET; THENCE ALONG A NON-TANGENT CURVE TO THE RIGHT HAI/ING A RADIUS OF 1517.00 FEET, A CENTRAL ANGLE OF 0717'55", A DISTANCE OF 193.24 FEET (CHORD BEARS N05'46'21"W A DISTANCE OF 193.11 FEEi); THENCE N02'07'30"W A DISTANCE OF 93.94 FEET; THENCE N06~'56"W A DISTANCE OF 199.65 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAI/ING A RADIUS OF 636.00 FEET, A CENTRAL ANGLE OF 08'35'56" (CHORD BEARS N1210'22"W A DISTANCE OF 95.36 FEEi); THENCE N16'28'12"W A DISTANCE OF 90.17 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAI/ING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 20'08'57", A DISTANCE OF 105.50 FEET (CHORD BEARS N24'44'53"W A DISTANCE OF 104.96 FEEi); THENCE N07'31'orw A DISTANCE OF 197.63 FEET; THENCE N48'20'56"E A DISTANCE OF 78.22 FEET; THENCE N27'54'09"E A DISTANCE OF 156.25 FEET; THENCE N00'54'54"W A DISTANCE OF 126.04 FEET; THENCE N20'21'21"E A DISTANCE OF 133.39 FEET; THENCE N1Y30'20"E A DISTANCE OF 86.17 FEET; THENCE N49'27'26"E A DISTANCE OF 184.75 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35; THENCE DEPARTING SAID NORTHERLY BOUNDARY S00'07'44"E A DISTANCE OF 647.26 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAI/ING A RADIUS OF 650.00 FEET, A CENTRAL ANGLE OF 1301o'09", A DISTANCE OF 1476.72 FEET, (CHORD BEARS S6512'49"E A DISTANCE OF 1179.01 FEEi); THENCE N49'42'0rE A DISTANCE OF 278.53 FEET; THENCE N49'54'08"W A DISTANCE OF 104.24 FEET; THENCE N4610'38"E A DISTANCE OF 532.58 FEET TO A ON POINT THE SOUTHWESTERLY RIGHT-OF-WAY OF THE ROARING FORK TRANSPORTATION AUTHORITY; THENCE ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY S56'20'25"E A DISTANCE OF 227.36 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82; THENCE THE FOLJLOWING SIX (6) COURSES ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82: 1. S40'59'49"E A DISTANCE OF 230.22 FEET; 2. S47'06'31"E A DISTANCE OF 304.80 FEET; 3. S5113'2B"E A DISTANCE OF 111.93 FEET; 4. S54'41'49"E A DISTANCE OF 186.78 FEET; 5. S56'02'59"E A DISTANCE OF 181.61 FEET; 6. S5713'24"E A DISTANCE OF 90.41 FEET TO JHE POINT OF BEGINNING. SAID PARCEL OF LAND. CONTAINING 38.20 ACRES, MORE OR LESS, HAVE CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT AND PLATTED AS SHOIM'l ON THIS PLAT UNDER THE NAME AND ST'r1LE OF EASTBANK 11 C MINOR SU8Q!l/IS!ON A S\JBDllllSION IN THE COUNTY OF GAIRFIEl..D. THE Ov.NER HEREIBY DEDICATE(S) TO THE Ov.tlERS OF THE LOTS THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABEILED AS UTILITY EASEt.IENTS ON THE ACCOMPAN'r1NG PLAT AS PERPElUAIL EASEMENTS FOR THE INSTALLATION AND MAINTENAINCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES INCLUDING, BUT NOT UMllID TO, EILECTRIC LINES, GAS LINES ANO TELEPHONE LINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, \\ITH PERPElUAL RIGHT OF INGRESS ANO EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. AU. EXPENSE FOR STREET PAI/ING OR IMPROVEMENTS SHAU. BE FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD. EXECUTED THIS __ DAY OF -------A.D., 2015. OWl'IER; EASTBANK LLC, A COLORADO LIMllID LIABILITY COMPANY B~-------------~ STATE OF COLORADO ) )ss COUNTY OF ) THE FOREGOING CERTIFlCATION OF DEDICATION AND OWINERSHIP WAS ACKNOWILEDGED BEFORE ME THIS DAY OF _______ 2015, BY AS OF EASTBANK LLC. A COLORADO LIMITED LIABILITY COMPANY t.IY COMMISSION EXPIRES: _________ _ WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC OWl'IER; ELIZABETH MACGREGOR IRREVOCAIBLE TRUST DATED DECEMBER 27, 2000 B~ ---------------- STATE OF COLORADO ) )ss COUNTY OF ) THE FOREGOING CERTIFlCATION OF DEDICATION AND OWINERSHIP WAS ACKNOWILEDGED BEFORE ME THIS DAY OF==~~=--2015, BY AS OF ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000. MY COMMISSION EXPIRES: _________ _ WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC OWl'IER; FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000 B~---~·------------------ STATE OF COLORADO ) )ss COUNTY OF ) THE FOREGOING CERTIFICATION OF DEDICATION AND OWINERSHIP WAS ACKNOWILEDGED BEFORE ME THIS DAY OF=-=-=-==----2015, BY AS OF FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000. MY COMMISSION EXPIRES: _________ _ WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC CERTIFICATE OF MINERAL ESTATE OWNERSHIP 11-IE UNDERSIGNED SURFACE OWNERS OF 11-IE LANDS SHOWN ON 11-llS PLAT CERTIFY 11-IAT 11-IEY ALSO OWIN 11-IE MINERAL ESTATE AIPPURTENANT 11-IEIRETO ACCORDING TO ITS RElllEW OF 11-IE TITI.E RECORDS AND SUBJECT TO ANY APPLICABLE PATENT RESERVATION. OWl'IER; EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY C/O DUNRENE MANAGEMENT, INC. 710 EAST DURANT AVENUE, UNIT W-6 ASPEN, CO 61611 B~---------------- OWl'IER; ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000 C/O DUNRENE MANAGEMENT, INC. 710 EAST DURANT AVENUE, UNIT W-6 ASPEN, CO 81611 B~ ---------------- OWl'IER; FLORA MACGREGOR IRREVOCABLE TRUST DAlID DECEMBER 27, 2000 C/O DUNRENE MANAGEMENT, INC. 710 EAST DURANT AVENUE, UNIT W-6 ASPEN, CO 81611 B~ ---------------- >-ca z 0 Ui ~ 0 z • 0 z - PROJECT NO. 2151605.00 Fl :c u ~ ~ :c Lil IX D. I I \ I I \ \ ) I I EASTBANK, LLC MINOR SUBDIVISION A SUBDIVISION OF PARCEL 2A OF EASTBANK, LLC LOT LINE ADJUSTMENT A PARCEL OF LAND SITUATED IN THE St/2 SECTION 35, L & Y JAMMARON FAMILY LLLP 4915 HWY. 82 GLENWOOD SPRINGS, co 81601 TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO ( \ \ \ ', \ \\ I \ I WAREHOUSE INVESlMENT -\ PARNTERSHIP \ 1111 DUNN AVENUE \ CHEYENNE, WY 82001 \ \ E1 4 SECTION J5 FOUND STONE r----+-...,.----Tr-¥.--2a9.9 46.24' (BASIS OF BEARINGS) NB9"54'27'E /; J0.00' 254.79' // 30' UTILITY FOUR MILE CREEK / / / / ) ~ ··7sa9'54'2~- / // EASEMENT ~ // // I; // I _, S49'27'26'"W 1114.75' FOUND RFTA UM CAP CP;ING11 I I I I \ / I; I; I; I; I; I; I; I; I; I; // I; (( 11 11 /} II II II ~~ \ \ EASEMENT \ \ ~15.0' WAlERLJNE \ BOOK 664 PAGE J56 )) \ // y:/ /'\ ~ DITCH ICAL) FOUND NO. 5 REBAR & CAP LS NO. 19598 (T'IPICAL) PARCELi EASTBANK LOT SPLIT RECEPTION N0.770436 fJ. =12J"JJ'29" R =650.00' L =1401.72' T =1211.18' CB=S61 "54'29°E c =1145.47' LOT3 1 16.927± Ac. PROPOSED WELJL LOCATION LOT 3 SET NO. 5 REBAR & CAP LS NO. 19598 (T'IPICAL) fJ. =06"36' 40• R =650.00' L =75.00' T =37.54' CB=N53'00'2rE c =74.96' \ <?.,, ~ \~ /// \ " :::~:(!B!:l!'S!e;0~~~~:..... .... ~\'17j8'~1r7~' 49~::E.-.f!J ...-/ '£ 398 • .se· 22&.84' ...- \ PARCEL2B / \ ~O EASTBANK PARCEL 2 LOT SPLIT / ['--......_ ~k° RECEPTION NO. 813402 / "---. / PREHM RANCH --1?!!!..~J:? ...--/ -...----...-- FOUND RFTA ALUMINUM CAP . • 8401 15 REBAR & CAP LS NO. 9337 BEARS N2915'01 "W 2.42' 585,t22.w s87'46 22 w 351.38 30' NON EXCLUSIVE ACCESS EASEMENT FOR THE BENEFIT OF LOT 2, AND LOT 3 IRONBRIDGE GOLF COURSE WESTBANK FILING 1 O'IERHEAD POWERLJNE FOUND NO. 5 (NO RECORDED REBAR EASEMENl) FOUND NO. 5 REBAR & CAP LS NO. 9337 ~TNESSED 118.79' S3J14'4rw 381.32' (OEED=J37.42') ------- LOT J 30' ACCESS EASEMENT '6 ·o. ------ 9.51' (TIE) ______ ........ ------- \ ....-__ ....., ....-C11 ----o< PARCEL 28 EASTBANK PARCEL 2 LOT SPLIT REC. NO. 81 J402 -------__,..,---- ----OE OE LOT 2 -------- ROARING FORK RIVER _JL'-----1 POINT OF BEGINNING FOUND NO. 5 REBAR & CAP ILLEGIBLE TIE FROM SE CORNER SECTION 35 (A BLM BRASS CAP IN PLACE); N37'44'52"W 2075.65' DETAIL A SCALE: 1 • = JO' LINE L1 L2 L3 L4 L5 L6 L7 LB L9 L10 L11 L12 L13 L14 L15 L16 L17 L1B L19 L20 L21 L22 L23 L24 L25 L26 LINE TABLE BEARING LENGTH N5J'45'59"E J9.00' N oo·oo·oo·E 22.42' N71"38'40"E 82.76' N57'13'J4"E 178.94' S02"07'30"E 93.94' N06'5J'56"W 199.65' S16"2B'12"E 90.17' S07"31 '07"E 197.6J' S4B'20'56"W 7B.22' S27'54'09"W 156.25' soo·54•54"E 126.04' s20·2r21 ·w 133.39' s1 3"30' 2o·w B6.17' S3719'56"W 3.B2' N76'22'0B"W 149.11' S73"21 '25"EW 26.41' NB5'27'32"W 53.51' S69'25' 47"W 1 B.9B' NB5'50'07"W 1 B9.91' N32'02'32"W 194.63' N57'30'5B"W 12.59' S67'39'02"W B2.34' N7915'14"W 29.45 S5B17'21"W 323.41' SB4'42'25"E 64.53' 103.B?' S3914'19"E L27 S25'32' 45"E 127.21' ---SHANE & BRUCE'S LLC GRAPHIC SCALE 200 0 100 200 400 800 ----1-1--1----1 ( IN FEET ) 1 Inch = 200 ft. NOllCE: ACCORDl'tG 10 COl..ORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN lHIS SURVEY Wl111N THREE 'l'EARS AFTIR Y0J FIRST DISCOVER SUat DEFECT. IN NO EVENT MAY ANY ACTION BASED UPOt ANY DEFECT It lHIS SUR'VEV BE COMMENCED M~ THAN TEN YEARS FROM lHE DAlE OF CERTIFICATION 910Vfl HEREON. ' ' DETAILS SCALE: 1· = 30' ' ' ' ' I I I I L21 L39 ' ' ' 4185 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 CURVE C1 C2 CJ C4 C5 C6 Cl CB C9 C10 C11 C12 C13 C14 C15 C16 RADIUS DELTA 745.00' 14"25'06" 1517.00' 717'55" 6J6.00' B"J5'56" JOO.DO' 20'0B'57" 45.00' 6617'56" 200.00' J016'27" 600.00' 2111'0J" 250.00' 25'06'41" 250.00' 24'44'06" 700.00' 26'J4'46" 700.00' 1'2J'4B" 267.79' 28'41'44" 1BO.OO' 45'2B'06" 280.00' 1J'41'34" 125.00' JB'04'57" 169.00' JJ'05'43" L2B S63'33'53"W 12B.91' L29 N71 '45'24"W B4.95' L30 S73'43' 41 "W 277.B?' L31 N57'37'2J"W 149.B6' L32 N14'5B'36"W 142.B9' L33 N7915'14"W 29.84' L34 S62'39' 4B"W 37.96' L35 S49'00'11 "W 20.20' L36 S5B17'21"W 139.0B' L37 S49'42'07"W 175.57' L3B S40'59' 49"E 225.59' L39 S40'59' 49"E 4.63' L40 S5B17'21"W 323.41' CURVE TABLE LENGTH TANGENT CHORD BEARING CHORD 187.4B' 94.24' S64'26'07"W 186.98' 19J.24' 96.75' S05'46'21 "E 19J.11' 95.45' 47.82' N12'10'22"W 95.J6' 105.50' 5J.JO' N24'44'5J"W 104.96' 52.07' 29.J9' N70'28'54"E 49.21' 105.6B' 54.1 O' S8B'29'J9"W 104.45' 221.B4' 112.20' NBJ'56'57"E 220.5B' 109.57' 55.6B' SB1 '59'07"W 108.69' 107.93' 54.82' N81'47'50"E 107.09' J24.73' 165.34' S80'52'JO"W J21.8J' 17.06' 8.53' S66'53'1 J"W 17.06' 1J4.12' 6B.50' S60'21'04"E 1J2.72' 142.84' 75.42' S61 '5B'22"E 1J9.12' 66.92' JJ.62' SJ2'2J'32"E 66.76' BJ.OB' 4J.14' N81 '42'17"E B1 .56' 97.62' 50.21' N84'11'54"E 96.27' >-ca z 0 Ui ~ d z • 0 z - PROJECT NO. 2151005.00 F2 L & y JAM MAR~ F ~~IL y LLLP GLE4N9~~0~ SPRINGS, co 81601 I \ \ I \ \ \ I \ \ INVESlMENT WAREHP~~~~RSHIP AVENUE 1111 DUNEN WY 82001 CHEYENN ' ~ GOLF COURSE IRONBRIDGE LEGEND ·1· ".1· -I I I I II -7550 7550 @ lltll' lltll' @ v POSE D BUILDING PRO SURFACE ROAD GRAVEL EXISTING BUILDING TY BOUNDARY EXISTING PROPER R CONTOUR EXISTING MAJ~ CONTOUR EXISTING MIN OR CONTOUR PROPOSED MAJ CONTOUR PROPOSED MINORENT CONTROL FENCE >-ca PROPOSED SEDIM TRACKING CONTROL D VEHICLE z PROPOSE CONTROL LOG 0 POSE D EROSION (jj PRO ~ NOTES VIDEO BY AERIAL t.tAP AND EXISTING INFORMATION PRO 1. 0 -00.00 ~~~"'"" HIGH COUN 2. ELEVATION: 0900.0 - GRAPHIC SCALE ... L__r--'i T~~~I ( IN FEET ) -100 ft. 1 inch - 0 z PROJECT NO. 2151005.00 GR IO N I z 0 Ui ~ 0:: ..J ~..J I ;: ~ m 0:: ~ 10 --00 d. ~ 0.. w w !( -' " G: H+~,,,------,----------.---------.----------.-------------.----------,-----------.-----------,--------.-------------,----------r----------.------------,5980 t------r----------jr-----------r---------;----------r---------r--------r-----------;------------r-------:::===-::-=-:--::-----+---------;---------r-----:::-;=~~--i5940 0 XISTING ROAD -1 -&!l!l U TO REMAIN !l,g;~==~~:::::==t:=====---J - 1 ~OU-2 u . -5. 003 ..J f'.: ..J z -8 185 10. 60 . :J -5. 8 " CD 0 ti ..J <( !:':! w ]J.. 1 ~-----+---------l --------1~--------+--------l---------l--------~---------1~------~1--------1---------1 ---------l--------~15900 ~ 6+00 5+00 4+00 PROFILE VIEW HORZ. SCALE: 1" = 20' VERT. SCALE: 1 • = 20' "" -~~ "'1ll 3+00 2+00 1+00 5880 "',.... ... -. ,.... ~cl ~ ::i °' ... "'1ll "':1l o+oo PROJECT NO. 2151005.00 PP.1 C2 \J i'il i5 :;:o ''"'' 0 ;-IN "';,, ., 0(") -~~ r ~ .. rTJ --• • 11111< "' "' l'"T"1 qq_ I" I ~ 1 5897.2 1 r 1 1 · r · 1 · 1 · 1 · ~A rCH ~IN k. ST~ 12 ~ 5897.21 SE~REE C~ -~I s588::.;9 I I 11 I I I I I I I I 5895.9 5895.57 ~ 1-o "' ~ ~ "' "' "'=l '"'z >"' :z,, ~ -1 5894.8 I I I 8 5894.75 5893.4 5893.61 I -~1 5892.3 I I I I 8 5892 .. 16 I I I I I I I I 5891.3 5891.32 ~ 'I' I 5890.6 g I 5890.68 5890.7 5891.31 I -~ ~ ~I 5890.9 g I 5893.20 5895.8 5897.14 • ~ • :;'. I 5902.6 g I 5903.14 s5:o~3~ I I ! I I I I I I I I I ~ ~I~ MJ TCHLI J =T I 6+25 SEE HEET C2 .... 1 ..... 1 g g ~ ~ ~ g ~ ~ g ~ Ill "l] I EASTBANK, LLC Cjj ~ GARFIELD COUNTY, CO. 0 1"U-t.. w 'JI 8 }'i EASTBANK MINOR SUBDIVISION Ill !ll ;i EXISTING ROAD IMPORVEMENTS 8 9 STA6+25TO 12+50PLANANDPROFILE MATCHLINE STA: 12+50 SEE SHEET C4 -n ~= - -l I I r I ( I ) \Jj/////////////////l//////lll; . ~ I I \ \ 1 \ \ _///l/lllllllllllll/////llllll;,; 1 '" \ I 1 l l I \ \ I I 111111111111111111. ////Ill/;~ I \\ . i ~, L ___ / \ ~ "" 'J > ) / I 11 f ll//////////////////l// I I; j /I "" '--"" I I I ( ( )/j///////ll///////li v;111111; I I I I \ ~ \ I I I J J ) / 1/j////////////ll///)/!//j I!; I j /// \ \_~ Q:i \ 1 1 11 / f ; / ;11; I /////l///ll///////ll I /I! I; jj //// \ ~-\ z; I I I I I I I///////// I I I I I I I/ I 11/III1 /1 J /I I I I I \ t \ /) II ) ) J; J J ;1 111I////////11III11 f I! 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' I/ I~//) I I I I I 1 \ \ \ \ // // / / ////I I I I I I////////; j I I// I/// I I \ / ,I ·~//~ r!, J l 11 I I I )111111111/////J ///l///////;~/l!////f/j)/// I // gl I -~ ,\1· I I I I l I \ \ ( \ \ \ I I I I l I \ \ I I I 11///////// f ; / //////I I v / J ~!;~ 1 ,1/J I I\: 11 111 1 \liillllllllli///////////1~/j/%/~~//// I !'! 11 1v /I :--.· ·~ / -./ -1 ) I; / 111111;)) J 111111111111111111\1 r r > \") ~ 1; l;X-f ,.-,_ -. . / -/ /)) 1,j ;,/)//////// //) 111111111 II If /I/I ( (I////// - ::::::::::: ( '.f;;---'-'\"'----9' :. / \(I /, ~ ///////---dJ>_)) ;2 I .. Lt/-~ ~1\1ll ~t6 .·/t _--1 1fl;/(l/l/////////~/~~)/J11 r~~~ ~;--1 --v~ i 1;·~~\~~ \ ~. I . -_J//1!;jjjjj;;;;;;Jl///)/J/1Jjf 11///1;/jj1 11 f // !~!'/ \'v;:-?7~~ ~ ~ l '-~ ~ \ \ \ , (rr'~ --11;11 11111111111/llz /! 111111 //; < <_,/' /-.;.J 11 t%j ~ ~~,~\\ \ \ \ 1111 . -','l;; 111f$;111;;1111;1({~~1,111111111,;;1/; t. ~ --.-./ I " fr~~\l\ ))fllflfi -l /((i /, 1//;/////////;/;/'/ !//;; i'// I ------_/ I\ =!Jl~~~/~\111 1 i111!~1 -.. ~ 1111i,~!r(((~1(r(1111;1((~1~~~111111;(11r L----/---/ II \ ~ ~~'-;:<1 ~~:?/l ll!'//t~ //Al;;';;;/111:/j}))))ii;~o///i/~~~I//; /. -~JI / ...... »"»')/~ _/, ,,/r~~' .( i.J//jf/;jl f IJ.i.11i (( ( / ,1 1 J/ //I /I MATCHLINE STA: 6+25 SEE SHEET C2 DRAWN BY: HIGH COUNTRY ENGINEERING, INC. lcHEcKEo;_~ 1 !517 BLAKE A VENUE, STE 101, GLENWOODSPRINGS, CO 81601 PHONE (970) 9458676 ·FAX (970) 945-2555 WWW.HCENG.COM DATE: FILE: RON 6·23·15 PP·2 - I NO.I DATE I REVISION I BY I CALLVTIUlYNOTIFICATION CENTER OF COLORADO 1-800-922·1 987 OR 534 • 06700 IN METRO DENVER I I I I ICALL2.SUSINESSDAYSINADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES I . ill i5 "' "' I ) I / / "! ..... -~ ~ ~ ~ / I I / ~ I ......_, / / ! / :-'ROPOSE[' GRADING OF 1.9672"' I') "' . -o· 00 "'0 "'fll 15+00 I \ / / / -- NEW 12' RO 1D ~N "' . "' "' "' "' "'18 PLATFOR~.: ...... ·"' "' . "' "' "' "' "' :ll 14+00 PROFILE VIEW HORZ. SCALE: 1" = 20' VERT. SCALE: 1" = 20' -"' "~ "' ..... 18 :ll "' I I I / GRAVEL SURFACE ROAD /r~SilNG ROAD 0 REMAIN 110 p;;" r , "'"' . "' "' . "'" ., "' "':ll 13+00 ---- -............ ~ "-..._ "-..._ ;-""' GRAPHic lscALE ""' ( IN FEET ) 1 inch = 20 ft. -5980 LO + N -~ <Cr-f--U.J (/) U.J :i: ~v• 5960 z -U.J __J U.J ti(/) :;: ::;: 5940 5920 5900 5660 ... ,..: "' co "' ""' \ 0 "l t:l !l! ~ fll "' "' \ \ \ \ I') ~ "' .; ~ "' "' iO I I -~ '"' -' "' w > > a. a. • 1.99"' ' "" ., "' "' ... "' ol d 0 !(l ± ,., ~ II ~ "' > a. L • "'., . "' "' . ... 0 "' "' "' fll 3+00 I \ \ -1.56"' ' ll' '& ;.> ~ \ ~ I I I \ I I \ I \ \ I I \ I----\ \-- \ I \ \ \ \ \ I \ I \ ) I I I I I I , I I ' ' I I '-.... / CONS1RUCilON '-EASEMENT '', /TEMPORARY ---........ :---->,,,__-7" ..... ..... I J----x PLAN VIEW -LOT 1 & 2 DW ENTRY ACCESS ' 0 c;; ~ s! "' "' "' cii ~ ~ w -w ...,~ O• "'10 "' "' "' "' PVI STA = 1+60 PVI ELEV = 5952.16 A.O. = 3.42 K = 46.61 ·eo.oo· · - "' "' d~ "' "' "' "' "'fil 2+00 -" "l ~ 10 :;i fll "' "' ' co 0 ~ 0 + -"' "' ~ .;,; :;; !,,> "' /ROPOSf.D GRADE -~ \ \:f_XISTING GRADE ... ., r.i '": "' "' "' "' "'m 1+00 PROFILE VIEW HORZ. SCALE: 1 • = 30' VERT. SCALE: 1" = 1 O' -=-.-,,...,, PVI STA = 0+57 PVI ELEV = 5958.33 A.O. = -2.00 K = 15.00 'r--Qo.oo· vo-' ., il! "' ..... "' ... .; ..... + "' + " 0 "' "' "' 0 "' cii ., w cii ~ w ~ ~ ~ "' w "' w • -------c ------ ~ "' ~ ill "' "' I I I I I --3;00 ------ I ) I J S48i7j~3· I 01.13• I 3. " "' + 0 II ~ > a. co ., ~ ., II > w -' w > a. .. --- ... oi "' "' "' I 5960 5940 D.ATUJI ELEY 5935.00 0+00 ' I I I / ~ UJ z ~ Qo r.."' 50 OJ c -o~ O'l ~ IL -r i=_J I W 00 (\[ ::i zU (\[ z >-IL 0) -rO ,.1. o :i~ u 0 -w 0 ... t:;r-m ~ 5z -r . w _., u "' "' z 0 Ui ~ 0:: w ~ D 0 z • 0 z - 0 u u . ..J f'.: ..J z . :J ~o ~u CD 0 ti ..J <( !:':! w ]J.. ~ ~ PROJECT NO. 2151005.00 PP.3 C4 0 • 0 0 0 PROPOSED ELEClRIC ,..- EASEMENT FOR LOT 3 • • 0 LOT3 • 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 • 0 •• •• I I \ I I \ I \ \ I \ I I \ I I \ I EXISTING WELL' LOCATION TO BE DETERMINED 0 0 0 0 \ \ \ \ \ \_~ \ \ \ \ \ \ \ \ \ \ \____'.. \ \ \ \ \ \ ' ,, ' \ \ '\,\ \ \ PROPOSED HYDRANT HY-- llE_m:_ .. 0 0 0 0 --=~--· ·-· _ ... -. ROARING _llE __ _ 0 FORK IRONBRIDGE GOLF COURSE PROPOSED ELEClRIC POLE LOT2 LEGEND PROPOSED BUILDING PROPOSED PAVEMENT 11 I I I I EXISTING BUILDING -·--·--·--·--·--·- EXISTING PROPERTY BOUNDARY EXISTING EDGE OF ROAD EXISTING OVERHEAD ELECTRIC -0-ELEClRIC POLE NOTES 1. EXISTING INFORMATION PROVIDED BY AERIAL MAP AND HIGH COUNTRY ENGINEERING, INC. 2. CONTRACTOR SHALL FJELD VERIFY lliE LOCATION OF THE EXISTING UTILITIES FOR TIE IN LOCATIONS AND DEPlli. IF CONSTRUCTION ISSUES ARISE, THE CONlRACTOR SHALL NOTIFY lliE ENGINEER. GRAPHIC SCALE 100 0 ~ 100 120 2'40 I ••• 1-1-1--1----1 -0- ( IN FEET ) 1 inch = 100 tt. I STING I OVERHEAD ELEClRIC ( SERVICE ~ \ ......... c >-ca z 0 Ui ~ d z • 0 z - 0 u u . -1~ -1 z . :i ~o <( u ro D Iii -1 <( !!:! wl.l... 0:: <( (.9 z 0 z -(Q ~ -~ c a. m i1:: :J (Q -a::: .J 0 -z ... -::J ::E a: ~ Ill z ... D'i ~ t; ~ i:i PROJECT NO. 2151005.00 MU cs NOlE: SINGLE LANE t--------12' (VARIES)--------i I C£. NATIVE MAlERIAL SlRIP TOPSOIL TO GRUB LINE, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTl-1 OF 8" TO 95% PROCTOR DENSITY. PRIMITIVE ACCESS ROAD TO LOT 3 N.T.S. 1-1 /2n -3" ROCK 1/2" -3/4" FILTER LAYEP---___/ DEFINITION ~oKi1~~oc1T~~l~fTt~ PAD LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A PURPOSES TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. NOTE: ONLY APPLICABLE FOR SITES GREATER THAN 2 ACRES IN SIZE. VEHICLE TRACKING CONTROL N.T.S. A A WETlANDS OR FEAlURE D D THAT NEEDS PROTECTION D D D D D D D EROSION LOG USE 2 PINE STAKES 1 1/2" x 1 1/2" x 12" AT All. EROSION LOG ENDS OR JOINTS, OTHERWISE USE A STAKE E'IERY 24 IN. AND CONTINUE TO AIJCRNAIE ORIENTATION THROUGHOUT THE LENGTH OF THE EROSION LOG. PLAN VIEW N.T.S. ENTRENCH 3" SECIJQlll A-A r/) SEDIMENT REMOVAL SHALL BE PERFORMED CONTINUOUSLY FOR PROPER FUNCTION. TYPICAL STAKING PA TIERN AND EROSION LOG APPLICATION N.T.S. FLOW l D POIITT B D POIITT A POIITT A POINT A PLAN VIEW SECTION D-D EROSION LOG DETAIL DITCH INSTALLATION N.T.S. EROSION LOG POINT A SLOPE INSTALLATION A~~ifiblj_N GREEN OR EQUIVALENT ri=::;:::::i-2"-5" (Scm-12.Scm) ~ © • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• (30 om) 1. PREPARE SOIL BEFORE INSTAWNG BLANKETS, INCWDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CEUL-0-SEED DO NOT SEED PREPARED AREA. CEUL-0-SEED MUST BE INSTALLED WITH PAPffi SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH wm-l APPROXIMATELY 12• (30cm) Of BLANKET EXTENDED BEYOND TiiE UP-SLOPE PORTION OF' THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLEsjSTAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACl<FlUL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED To COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK O\IER SEED AND COMPACTED SOIL SECURE BLANKET O\IER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (JOcm) APART ACROSS THE WIOTH OF THE 81.HlKET. 3. RIJUL THE 81.HlKETS (A) DOWN OR (B.) HORIZONTALLY ACRIJSS THE SLOPE. BLANKETS WIUL UNRIJUL WITH APPRIJPRIATE SIDE AGAINST THE SOIL SURFACE. AUL 81.HlKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPRIJPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATIIRN GUIDE. WHEN USING OPllONAL DOT SYSTEM•, STAPLES/STAKES SHOULD BE PLACED THRIJUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTffiN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPRIJXIMATELY 2"-5" (5cm-12.5crn) O\IERLAP DEPENDING ON BLANKET lYPE. TO ENSURE PROPffi SEAM AUGNMENT..,PLACE THE EDGE OF THt OVERLAPPING 81.HlKET (BLANKET BEING INSTAULED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTll/E BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END O\IER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm) O\IERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: 'IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENITTHS GREATER THAN s• (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. POST 5 FEET 14649 HIGHWAY -1-1 NORTH, EVANS\11..LE, INDIANA 47725 USA 1-BD0-772-2040 CANADA 1-80D-44B-2040 www.nagreen.com 2.5' 2' ,___,__U SECURE TOP EDGE OF FILTER CLOTI-1 TO FENCE WIRE FENCE Fl L lER CLOTI-1 EXACT LOCATION OF SEDIMENT FENCE STAKED IN Tl-IE FIELD BY Tl-IE ENGINEER. BURY TRAILING EDGE OF FIL lER CLOTI-1 IN TRENCH A MINIMUM OF 6". Ii-.. ---10' (APPROX.) ----i POST FILTER CLOTl-1 u u MATERIALS FOR FILTER CLOTI-1 FENCE SHALL CONSIST OF STANDARD WOVEN LIVE-STOCK WIRE, A MINIMUM OF 36" IN HEIGHT, A MINIMUM OF 14-GAGE WIRE, WITI-1 A MAXIMUM MESH SPACING OF 6 "; POSTS SHALL BE EITI-IER WOOD OR STEEL, MINIMUM LENGTI-1 OF 5'. SEDIMENT CONTROL FENCE N.T.S. >-ca z 0 Ui ~ d z ..J ~..J ~ D • 0 z - 10 -~3 -ell t'- UJ D 0:: ~ 0 ~ ~ 5 I u D ii: PROJECT NO. 2151005.00 DET ca Eastbank Access Waiver Statement of Adequacy The existing south access road is classified as a Primitive/Driveway per Table 7‐107.  The  existing access has been adequate for the current uses at Eastbank Parcel 2 Lot Split ‐ Parcel 2A.    The existing uses have included Intermountain Waste and Gould Construction.   The proposed  Minor Subdivision breaks Parcel 2A into three lots.   Lot 1 will be the Fedex lot which will have  an improved shared access road with the new Lot 2 which is the Waste Facility.   Lot 3 was  created only to differentiate between the waste facility and future development of Lot 3.    Lot  2 will have the ability to continue to use the south access road as well as the north improved  access and road.       We have added a note on the Eastbank, LLC Minor Subdivision plat that states “ Any future land  use development application proposal with respect to lot 3 hereof shall be required to provide  adequate road access for such proposed uses sufficient to satisfy then applicable Garfield  County standards.”    No change in land use is proposed for the property.  Therefore, the  existing access will remain adequate for same continued uses on the south access.       We have contacted Mike Prehm with Garfield County road and bridge to discuss the continued  use of the current access point with CR 154 without making any additional improvements and  per our conversation we believe he is in agreement to allow the existing access to continue to  function in the current location and grades until future development occurs.         Geometry of the Road The existing access pre‐dated the required design currently defined by the County's Road  Standards in Table 7‐107.  The existing centerline grade is 12.6% at the County Road 154  existing edge of asphalt, and varies up to approximately 17.0% within 40‐feet of the County  Road 154 edge of asphalt.  See the Chart below that shows the existing road design values and  deviation from the standards:    Design Standard Table 7‐107: Roadway Standards Existing Value  Design Capacity (ADT) 0‐20 unknown  Minimum ROW Width (Feet) 15 to 301 25  Lane Width (Feet) Single Lane 12 Single Lane varies 9’ to 35’  Shoulder Width (Feet) 0 0  Ditch Width (Feet) 32 0  Cross Slope 2% varies 0% to 8%  Shoulder Slope n/a n/a  Design Speed n/a n/a  Minimum Radius (Feet) 40 75  Maximum Surface  1 As dete can be  2 If deter Below is ROW lin Photo o Safety/   Although accidents The last f     Structura Mainten The road be maint Travel The peak m % Grade  ermined ade dedicated a rmined nece s a picture o ne and for a of Intersec /Structura h the access  s that have o four years of al issues are  nance d is currently tained by tho Demand k travel dem quate in an  as either an e ssary for ade of the exisit aproximatel ction l Issues is steep it is occurred at t f accident da not applicab y maintained ose parties w and and typ 12%  Native Ma engineering easement or equate drain tng South a ly another 1  paved and  this location ata do not in ble to the ac d by Intermo while under  pe of traffic w aterial  g review.  Pri r ROW.  nage.  access to CR 100+ feet do has good ex n.    nclude any a ccess.    ountain and G lease  will not chan imitive road  R 154. The own the roa xposure and  accidents at  Gould Const nge.  17.0%  Asphalt/ shall be ded e access is p ad. we are not a this intersec truction and /Gravel/Nat dicated ROW paved to th aware of any ction.    d will continu ive Material W, driveway  he y  ue to  An Employee-Owned Company 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 Telephone (970) 945-8676 Fax (970) 945-2555 Land Surveying Civil Engineering June 12, 2015 Chris Hale, P.E. Mountain Cross Engineering, Inc. 826 ½ Grand Avenue Glenwood Springs, CO 81601 Phone 970-945-5544, Fax 970-945-5558 Re: Review of Minor Subdivision & Major Impact Applications: MISA 8259 & MIPA 8260 High Country Engineering, Inc. (HCE) has received your emailed comments dated May 19, 2015 for the Minor Subdivision Application and the Major Impact Application for Eastbank LLC and Federal Express. A point by point response to your email comments is located below. Your comments have are italicized and the HCE response is below the comment in bold text. We have revised the site plan as a result of school district requests to have a 60’ access corridor along the northeast side of the COMMENTS AND CORRECTIONS In order for the Engineering Department to approve the resubmitted plans for Eastbank LLC and Federal Express, the following issues need to be addressed. MINOR SUBDIVISION APPLICATION PLANS, MISA-8259, SHALL INCLUDE: 1. The water quality reports for the existing and the new wells did not have results for coliform. The Applicant should provide these result.  The results will be provided when available. 2. The proposed Lot 3 well has not been constructed or tested. The Applicant should provide results of the pump and water quality tests.  This well will be drilled upon final approval by the County, which has been indicated to be acceptable by County Planning. 3. The Traffic Study that was provided addresses the impacts from the Federal Express facility. Traffic from the proposed single-family house was not included. The Applicant should address if the increased traffic from this additional use would adversely change the results of the Traffic Study.  This lot has been proposed to require additional access review upon any new development and therefore will not generate any new traffic. Eastbank LLC & Federal Express Page 2 4. The application materials only address detention for the FedEx facility. The Applicant should discuss what is proposed for detention for the other Lots of the proposed subdivision.  We have added additional text to the drainage study which indicates that if single family development occurs on Lot 2 or Lot 3 it would likely be such that there would be a decrease in runoff due to the landscaping that would occur around the new development. Additionally the lots abut the roaring fork river and any peak flow would be released to the river well before any peak occurring on the Roaring Fork River. 5. The existing driveway access for Lot 2 is proposed to be used for Lot 3. This access does not meet County standards and has grades of 13.28% at the intersection. The Applicant should provide alternate design to comply with County Road Standards.  A revised design has been prepared for the existing driveway access for Lot 2 and Lot 3 will be asking for a waiver due to the limitation on development noted in the plat notes. 6. There appears to be existing irrigation ditches on site. The Applicant should address what is to be done with these ditches and the irrigation water.  The irrigation ditches and rights will remain in use on the property and will be managed and owned by Eastbank, LLC. See revision in Utility report. MAJOR IMPACT APPLICATION PLANS, MIPA-8260, SHALL INCLUDE: 7. The Applicant will need to provide a Driveway permit from Garfield County.  Acknowledged. 8. The proposed FedEx driveway intersection with CR154 is listed as 7.91%. Garfield County driveway permits required 3% for 30’. The Applicant should revise the design to comply with County standards.  The Fedex driveway has been revised to meet the County Driveway standards. 9. The Grates for some of the area inlets are below the proposed weir spillway elevation. This will create a situation where the piping and inlets will surcharge and create areas of ponding within the proposed site. The Applicant should verify the detention pond elevations with the proposed inlet elevations and revise as necessary.  The grading and drainage plan has been revised with the new layout and overflow elevations of the pond do not surcharge above any of the inlets piping may surcharge in larger storm events but will not surcharge above the inlets. 10. The RFSD site is proposed to access CR154 somewhere between the existing Lot 2/Lot 3 access and the proposed FedEx access. It is understood that some negotiations have already begun for providing an easement for this access. The Traffic Study for this application shows only small impacts to the existing road queueing and levels of service Eastbank LLC & Federal Express Page 2 from the FedEx facility. This is likely not the case with a third access for a large traffic generator, such as a proposed school. Provisions should be made to allow the proposed access to be combined to a future access to the south that would likely provide better sight distance, allow more room for turn lanes, and provide longer queue lengths.  County Road and Bridge has reviewed our access points and determined at this time that they are in the best location. If future development justifies access adjustments, they will occur at that time. Per our revised site plan we have made adjustments to facilitate the ability for the school district to keep several different access options open for future planning and development. We believe that the comments have been addressed and completed to the best of our knowledge and it is not anticipated that there will be further comments. Please let us know if you need any more information or have questions regarding Eastbank LLC and FedEx plans. Thank You, Roger Neal, P.E. Principal EASTBANK MINOR SUBDIVISION & MAJOR IMPACT REVIEW UTILITY REPORT PREPARED FOR: EASTBANK, LLC 710 East Durant Avenue, W-6 Aspen, CO 81611 KW GLENWOOD SPRINGS, LLC P.O. BOX 979 TELLURIDE, CO 81435 Prepared By: HIGH COUNTRY ENGINEERING, INC. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 (970) 945-8676 HCE Project No. 2151005.00 June 12, 2015 TABLE OF CONTENTS FIGURES Vicinity Map ………………………………………………………….…………………..2 INTRODUCTION ...............................................................................................................3 Location .....................................................................................................................3 Existing Land Use ......................................................................................................3 WASTEWATER SYSTEM .................................................................................................3 Sanitary Sewer System ..............................................................................................3 Local Sanitary Sewer System ....................................................................................3 WATER DISTRIBUTION ..................................................................................................4 Water Distribution ....................................................................................................4 System Demand .........................................................................................................4 System Requirements.................................................................................................5 Fire Demand...............................................................................................................5 RAW WATER IRRIGATION ............................................................................................6 DRY UTILITIES………..………………………………………………….………..……6 Electric/Gas ...............................................................................................................6 Cable ..........................................................................................................................7 Telecomunications .....................................................................................................7 CONCLUSION ....................................................................................................................8 Water and Sewer .......................................................................................................8 Dry Utilities ...............................................................................................................8 REFERENCES ....................................................................................................................8 APPENDICES Appendix A Diesel Pump Specifications Appendix B Water Tank Specifications Appendix C Will Serve Letters 2 3 INTRODUCTION Location The 38.2-acre Eastbank subdivision is a proposed development that consists of residential, and industrial use. The site is located in Section 35 of Township 6 South, Range 89 West of the 6th Principal Meridian, Garfield County Colorado. The project is bounded to the north by private properties, on the south by private property and the Roaring Fork River, on the east by RFTA right-of-way and County Road 154, and to the west by private property. State Highway 82 is located adjacent to County Road 154 to the east and access is approximately 800-ft on County Road 154 to Highway 82. Existing Land Use The project site consists of undeveloped land for Lots 1 and 3 and an existing trash waste bin storage facility (Intermountain Waste and Recycling Inc.) on Lot 2. Lots 1 and 3 are undeveloped land and currently have minimal use and are covered with grasses and sagebrush. WASTEWATER SYSTEM Sanitary Sewer System This area is located south of the city of Glenwood Springs and approximately 7200-ft to a city sewer line. South of this development, the closest sewer system would be Ironbridge which is across the river and approximately 6,000-ft away. With that in mind, it is not feasible to tie into an existing sewer system. Local Sanitary Sewer System The three lots proposed for the Eastbank Subdivision are proposed to be served with individual onsite wastewater treatment systems. The geotechnical engineer has indicated that the soils are sandy clays and the percolation tests indicate a typical system will be acceptable for typical onsite sewage flows. The existing and proposed development has and will have minimal system flows. The uses and system for each lot are: 4 1. Lot 1 3.848 will have a FedEx transport facility which will have 58 fixture units or an estimated 54 GPM peak flow and 650 GPD use. With these design parameters, the system will require a 1,500-gallon septic tank and 105 Quick 4 infiltrators in a trench configuration. The site has sufficient area for this system. 2. Lot 2 is currently a waste and recycling operation (InterMountain Waste & Recycling LLC) located at 3927 County Road 154. The lot is proposed to be 17.42 acres and currently has minimal wastewater usage. Estimated use 300-500 gallons per day, which is accommodated by an existing on-site wastewater treatment system, which is in good operation. 3. Lot 3 will be a new single-family lot. Effluent flows are estimated to be 1,000-2,000 gallons per day. This lot is 16.9+/- acres and will easily have the ability to construct a standard septic system within the lot. WATER DISTRIBUTION Water Distribution The proposed Eastbank Minor Subdivision will have three lots that will all be served by individual wells. There currently is one well that has been drilled and been in operation for many years on Lot 2. A new well has been drilled on Lot 1 and Lot 3 and will have a well drilled once subdivision approval has been completed. Both of the currently existing wells produce sufficient water and have sufficient water quality to meet the current county and state guidelines for public use. Attached to the submittal is a report prepared by Resource Engineering under “Water Supply Information”, discussing the proposed water wells both legal and physical. System Demand The single-family lots assuming the presence of 3.5 people per single-family unit with a per capita demand of 100-gallons per day (1 EQR=350 GPD) will require the average daily demand of 350 gallons per day. This includes Lot 2 and Lot 3. These lots will be served 5 from their own well. Lot 2 has a historic well that produces in excess of 20 GPM and meets all current state guidelines for water quality. A report from Resource Engineering under section Water Supply information includes specifics. The FedEx facility will have 28 fixture units and a peak flow of 41 GPM. Total average day usage will only be 750 GPD. Lot 1 the FedEx Facility has a newly drilled well that produces 12 GPM. System Requirements Each lot will regulate their own water system flows, pressure and storage requirements. Lot 1 The newly drilled well on Lot 1 that produces 12 GPM will be able to meet daily demands as well as provide storage for fire flows. This well flow will be pumped to the pump house treated with chlorine injection and pumped into a 120-gallon pressure tank for chlorine contact before entering the potable system. Lot 1 will include 6-inch and 10-inch diameter PVC C900 Class 250 pipe, a 120-gallon small pressure tank, a chlorine injection pump, a 200,000-gallon fire storage tank and a diesel fire pump. Lots 2 and 3 Each single-family unit shall connect to its own well and utilize the well based on the individual needs and building permit requirements. Lot 2 well is an existing well producing in excess of 20 GPM and historically has met the needs of this lot for many years. Lot 3 will be drilled upon plat approval. Fire Demand Fire demands will be provided by each lot and will be required to meet fire requirements at time of building permit with their own onsite storage system. Lot 1 fire demands, according to the 2009 International Fire Code (IFC), indicate the 6 proposed FedEx structure (which will be a Type IIB building that is 26,795 square feet and requires a fire flow of 3,500 GPM for 3 hours) can be reduced per the code up to 75%, if the building is provided with an internal sprinkler system. With a 75% reduction, the minimum flow would be 875 GPM. The sprinkler system demand, which is attached, indicates that 867.4 GPM in the most remote zone would be required for 90 minutes. We have assumed for storage purposes, two zones for 90 minutes plus a 500 GPM hose flow. This yields a flow of 867.4 GPM (1st zone), 755.8 GPM (2nd zone), and 500 GPM hose flow or 2123.2 GPM for 90 minutes. This totals 191,088 gallons. We are proposing a 200,000-gallon tank with a 2500 GPM diesel fire pump at 100psi. Code indicates that for up to 2250 GPM, two hydrants should be provided with a maximum distance of 225-feet from point on street to hydrant. All fire hydrants, valves and other appurtenances shall be constructed in accordance to the Garfield County and local fire district regulations. RAW WATER IRRIGATION No raw water irrigation is proposed for this subdivision. The domestic well for Lot 1 is approved for 15,450 sf of irrigation rights that is available for outside irrigation use. In general terms the Glenwood Ditch that runs off-site along the northeast side of the properties is owned by a formal, incorporated Ditch Company. Eastbank owns shares in that Ditch Company and has certain surface use water rights for irrigation and related activity. On site “ditches” are historic lateral conveyances and generally subject to relocation. This development and subdivision does not impact any active irrigation conveyances. DRY UTILITIES Electric/Gas The point of contact for electrical service is Sam Wakefield with Xcel Energy (970-244- 2622). There is a three-phase overhead electrical feeder that is currently on Lot 2 and is available to service the site. The feeder is located on the existing site as an overhead feed and currently 7 feeds Lot 2. We are proposing a new 3-phase overhead line to cross County Road 154 to the proposed lot 1 that will serve the new FedEx facility. This line will come onto the property overhead and then run underground to the FedEx building. Lot 3 will be served off of an underground line located northwest of the northern corner of the lot and will be connected with a 30-ft utility easement. The developer will be responsible for costs associated with extending the electric utility to Lot 1. Lot 3 will be responsible to provide electric utility service at the time of building permit since the location of the structure will be critical in extending the proper service to the building location. The proposed easements are shown on the utility plan. No gas service is currently adjacent to this property and no gas service is currently proposed. Any gas needs will be provided via propane tanks to be located on each lot, if required. Cable Currently Comcast Cable is located adjacent to Lot 2. The point of contact for Comcast Cable Television service is (800-266-2278). We are currently not anticipating extension of Comcast Cable. Cable television is currently available to the adjacent Lot 2, but is not proposed to be extended to Lots 1 and 3. Telecommunications The point of contact for Telecommunications service is Jason Sharpe with CenturyLink communications (970-309-2973). There is an existing pedestal located at the proposed lot line between Lots 1 and 2 at County Road 154. Jason Sharpe has indicated there is sufficient capacity for the proposed FedEx facility. A 25 pair line will be buried from this pedestal to Lot 1. Lot 2 currently has phone 8 service. It is not intended to extend service to lot three at this time, and if developed, will operate off of cellular service. The developer will be responsible for trenching and backfill to Lot 1. CenturyLink will provide and install the cable. The telephone lines will be laid in, as shown on the attached Master Utility plans. CONCLUSION Water and Sewer This utility report was prepared in compliance with the Garfield County standards and specifications. This report and the associated plans identifies the proposed water, sewer and dry utility layouts for the proposed three lots. The proposed onsite wastewater treatment systems will provide adequate capacity to serve the proposed residential and industrial development. The proposed well service for each lot will provide water service to meet the water demands and fire flows required when construction is anticipated on each lot. All lots will be required to meet building code requirements when constructing the final water system for each lot. Irrigation will also be provided via the well and each lot has been allocated square footage per the augmentation plan. Dry Utilities Dry utilities to service the site are already in place along County Road 154, and adjacent Lot 3 on the master utility plan. This includes electric to all lots, telephone to Lots 1 and 2, and cable TV to Lots 1 and 2. REFERENCES International Fire Code: International Code Council. International Conference of Building Officials, Whittier, CA, 2009. Uniform Building Code: International Conference of Building Officials. Whittier, CA, 2009. 9 APPENDIX A PORTLAND, OR. 503-688-1231 800-878-8055 / 503-688-1234 (fax) 2-24-2015 Quote # N/A DIESEL FIRE PUMP SYSTEM -Submittal- FED EX Garfield County ● PUMP LISTING: 2500 GPM @ 100 PSI BOOST DIESEL PACKAGE SUBMITTAL DATA SHEET ELECTRIC DRIVE QUOTE # N/A FED EX GARFIELD COUNTY DATE:2-24-2015 CONTRACTOR:TBD PUMP LISTED CONDITIONS:2500 GPM @ 100 PSI BOOST PUMP MODEL:AURORA 8-481-17B HORIZONTAL SPLIT CASE FLANGES:125 / 125 # DIESEL ENGINE:CLARKE JU6H-UFADW8 282HP, 1760RPM HOSE VALVE HEADER:N/A TANK DATA:320 GALLON - DOUBLE WALL MAIN CONTROLLER: METRON FD-4 120VAC/12VDC, 1PH JOCKEY PUMP:GOULDS G&L 2 SV 9 STAGE 3HP, 208V, 1PH JOCKEY CONTROLLER:METRON M15 DIGITAL 3HP, 208V, 1PH TEST METER:GERAND K 2500-8 GRV G P M @ P S I H P V P h a s e Pr o j e c t : Co n t r a c t o r : Da t e : P . O . : Fi r e P u m p : -A u r o r a 8 - 4 8 1 - 1 7 B Di e s e l E n g i n e : -C l a r k e J U 6 H - U F A D W 8 -2 8 2 H P , 1 7 6 0 R P M Co n t r o l s : -M e t r o n F D 4 Jo c k e y P u m p : -G o u l d s 2 S V - 9 S t a g e -3 H P , 2 0 8 V , 1 - P h a s e Jo c k e y C o n t r o l l e r : -M e t r o n M 1 5 D i g i t a l 25 0 0 10 0 28 2 1 2 0 1 Fe d E x G a r f i e l d C o u n t y Fe b 2 5 , 2 0 1 5 S u b m i t t a l De s i g n C o n d i t i o n s : Al l d i m e n s i o n s i n c h e s - N o t c e r t i f i e d f o r c o n s t r u c t i o n p u r p o s e s . Fe d E x G a r f i e l d C o u n t y TA L C O RE S I D E N T I A L & C O M M E R C I A L F I R E P U M P S P E C I A L I S T S 60 4 0 N E 1 1 2 T H A V E . P O R T L A N D , O R 9 7 2 2 0 PH O N E : 8 0 0 - 8 7 8 - 8 0 5 5 W W W . T A L C O F I R E . C O M FI R E SY S T E M S TB D 11 3 14 9 12 5 1 8 24 1 8 78 24 1 8 14 8 1 8 10 " S u c t i o n C o n n e c t i o n ( G r o o v e d ) 8" F l o w M e t e r R e t u r n ( G r o o v e d ) Fl o w M e t e r Di e s e l & J o c k e y C o n t r o l l e r S t a n d Di e s e l F i r e P u m p D r i v e r Sp l i t C a s e F i r e P u m p Mo n i t o r e d B u t t e r f l y V a l v e ( t y p i c a l ) Do u b l e W a l l D i e s e l F u e l T a n k 10 " D i s c h a r g e C o n n e c t i o n ( G r o o v e d ) Jo c k e y P u m p UL / FM DIESEL FIRE PUMP 2500 GPM AURORA PUMP FIRE PUMP LINE • UL Listed/FM Approved/NFPA-20 Design • Flows from 250 to 4500 GPM • Pressures from 75 to 387 PSI • For Commercial, Industrial and Marine Use • Special Materials for Seawater Applications • Diesel and Electric Driven • UL Listed/FM Approved/NFPA-20 Design • Flows from 250 to 5000 GPM • Pressures from 40 to 490 PSI • For Commercial and Industrial Use • Diesel and Electric Driven • UL Listed/FM approved Aurora fire pump • UL Listed/FM approved fire pump controller • ETL Listed packaged fire pump system • Aurora jockey pump • UL Listed jockey pump controller • Pressure sensing lines complete per NFPA 20 • Listed OS & Y gate & butterfly valves • Suction and discharge pressure gauges • Automatic casing air release valve • Casing pressure relief valve (electric packages) • Hose header with valves, caps & chains • Suction and discharge piping per NFPA 20 • All electrical components pre-wired at factory • Complete system hydrostatically tested Vertical Turbine Horizontal Split Case Packaged Fire Pump Systems • UL Listed/FM Approved/NFPA-20 Design • Flows from 50 to 750 GPM • Pressures from 40 to 205 PSI • For Commercial, Residential and Industrial Use • Space Saving Design • UL Listed/FM Approved/NFPA-20 Design • Flows from 250 to 2500 GPM • Pressures from 40 to 200 PSI • For Commercial and Industrial Use • Space Saving Design • UL Listed/FM Approved/NFPA-20 Design • Engines are Selected for the Customer’s Needs • Fuel Tank and Other Accessories are Available • For Commercial, Industrial and Marine Use Vertical Inline Vertical Split Case Diesel Engines Customer : Project name : Default Pump Performance Curve Encompass 2.0 - 15.0.0.0 0 80 160 240 320 Po w e r - h p 15.81 in 0 20 40 60 80 100 120 140 160 180 200 0 10 20 30 40 50 60 70 80 90 100 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 He a d - p s i Ef f i c i e n c y - % Flow - USgpm 15.81 in Efficiency Preferred operating region Item number : 010 Size : 8-491-18A Service :Stages : 1 Quantity : 1 Driver type : Engine Quote number : 243627 Frequency : 0 Hz Date last saved : 24 Feb 2015 5:19 PM Speed, rated : 1,760 rpm Flow, rated : 2,500.0 USgpm Based on curve number : 194-8X12X18A-1770 Differential head / pressure, rated : 100.0 psi Efficiency : 78.35 % : Shutoff head : 121.0 psi : Suction pressure, max : 0.00 psi.g Power, maximum : 221 hp Products C1 For Gauges/Thermometers: For Electronic Products: For Diaphragm Seals: U.S. GAUGE PMT PRODUCTS M&G PRODUCTS 820 Pennsylvania Blvd. 820 Pennsylvania Blvd. 8600 Somerset Drive Feasterville, PA 19053 U.S.A. Feasterville, PA 19053 U.S.A. Largo, FL 33773 U.S.A. Tel: (215) 355-6900 Tel: (215) 355-6900 Tel: (727) 536-7831 Fax: (215) 354-1802 Fax: (215) 354-1800 Fax: (727) 539-6882 www.ametekusg.com www.ametekusg.com www.ametek.com/tci Customer Service Tel: (863) 534-1504 Customer Service Fax: (863) 533-7465 © 2006, by AMETEK, Inc. All rights reserved. PDF606 (160126) Specifications are subject to change without notice. Visit our Web sites for the most up-to-date information. For Gauges/Thermometers: For Electronic Products: For Diaphragm Seals: U.S. GAUGE PMT PRODUCTS M&G PRODUCTS 820 Pennsylvania Blvd. 820 Pennsylvania Blvd. 8600 Somerset Drive Feasterville, PA 19053 U.S.A. Feasterville, PA 19053 U.S.A. Largo, FL 33773 U.S.A. Tel: (215) 355-6900 Tel: (215) 355-6900 Tel: (727) 536-7831 Fax: (215) 354-1802 Fax: (215) 354-1800 Fax: (727) 539-6882 www.ametekusg.com www.ametekusg.com www.ametek.com/tci Customer Service Tel: (863) 534-1504 Customer Service Fax: (863) 533-7465 C1 General Purpose Gauges Series P-500 Low Cost Utility Gauges DESCRIPTION U.S. Gauge Series P-500 utility gauges provide economical, reliable service in a wide variety of applications including pumps, compressors, and other equipment. Series P-500 utility gauges come in English and metric ranges with accuracy of either ±3-2-3% or ±1.6% full scale. Gauges are available in 1-1/2”, 2”, 2-1/2”, 3-1/2”, and 4-1/2” steel cases with a choice of English or metric connections in center-back and lower mount configurations. SPECIFICATIONS RANGES: 30” Hg VAC through 0-5000 psi ACCURACY: ±3-2-3% (Grade B) or ±1.6% of span BOURDON TUBE: Phosphor bronze DIAL: ABS (aluminum optional) POINTER: Aluminum CASE: Painted steel CONNECTION: Brass, 1/8-27 NPT for 1-1/2” and 2”; 1/4-18 NPT for 2” through 4-1/2”; G1/8B, G1/4B, R1/8, R1/4, center-back or lower mount MODEL DIAL UNIT A B C E1 E2 F L NUMBER SIZE P-500 1-1/2”inches 1.64 .92 .34 .62 – .44 .55 mm 41.66 23.37 8.66 15.75 – 11.18 13.97 P-500 2”inches 2.16 1.15 .40 .84 .90 .55 .87 mm 54.86 29.21 10.16 21.34 22.86 13.97 22.10 P-505 2-1/2” LM inches 2.73 1.15 .39 .48 .25 .82 – mm 69.34 29.21 9.91 12.19 6.35 20.83 – P-505 2-1/2” CBM inches 2.49 1.21 1.22 – .28 .84 – mm 63.25 30.73 30.99 – 7.11 21.34 – P-505 3-1/2” LM inches 3.53 1.17 .40 – .24 .83 – mm 89.66 29.72 10.16 – 6.10 21.08 – P-505 4-1/2” LM inches 4.80 1.12 .38 – .45 1.10 – mm 121.92 28.45 9.65 – 11.43 27.94 – * Length E1 refers to 1/8 NPT connections; E2 refers to 1/4 NPT connections ** The E dimension is the minimum length of the wrench square from the case bottom F SQUARE B A F SQUARE F SQUARE THREAD C L A THREAD A E1 E2 B A INCHES (MM) C1 SPEC NUMBER SELECTION GUIDE Series P-500 Connection Range*1-1/2" 2" 2-1/2" 3-1/2" 4-1/2" Spec No. Spec No. Spec No. Spec No. Spec No. 1/8-27 LM 15 psi 146000A 052420A – – – 30 psi 166327 163931 059306A – – 60 psi 146002A 164005 058129A – – 100 psi 166318 163271 049660A – – 160 psi 146004A 048302A 048536A – – 200 psi 166777 046645A 050852A – – 300 psi 146006A 048363A 046647A – – 600 psi 146007A –––– 1000 psi 146008A –––– 2000 psi 146009A –––– 1/8-27 CBM 15 psi 146010A –––– 30 psi 166320 163930 – – – 60 psi 166321 055155A – – – 100 psi 166322 046776A – – – 160 psi 166323 070791A – – – 200 psi 146015A 102673A – – – 300 psi 146016A 051805A – – – 600 psi 146017A –––– 1000 psi 146018A –––– 2000 psi 146019A –––– 1/4-18 LM 15 psi – 047615A 047102A 5502A 5546A 30 psi – 163149 163278 168536 5804A 60 psi – 163269 163279 168537 5551A 100 psi – 162988 163280 168538 5554A 160 psi – 163270 163281 168539 5559A 200 psi – 163147 163282 168540 5561A 300 psi – 163148 163283 168541 5563A 400 psi – 047492A 049611A 5515A 12265A 600 psi – 047493A 046648A 5516A 5337A 1000 psi – 047494A 047496A 5519A 12266A 2000 psi* – – 171398A – – 3000 psi* – – 171400A – – 5000 psi* – – 143072A – – 1/4-18 CBM 15 psi – 046987A 052827A – – 30 psi – 163949 165213 – – 60 psi – 163272 165214 – – 100 psi – 163273 163284 – – 160 psi – 163274 163285 – – 200 psi – 163275 163286 – – 300 psi – 163276 163287 – – 600 psi – 046991A 050851A – – 1000 psi – – 050870A – – 2000 psi* – – 171399A – – 3000 psi* – – 171401A – – 1/8-27 LM 30" - 15 psi – 66662A – – – 30" - 60 psi – 47925A – – – 30" - 150 psi – 49609A – – – 1/4-18 LM 30" - 15 psi – 47000A 47001A 5493A 63754A 30" - 30 psi – 167218 47105A 5495A 5549A 30" - 60 psi – 57548A 46646A 5496A 12290A 30" - 150 psi – 50517A 47411A 5499A 12292A 30" - 300 psi – – 58156A 15936A – 1/8-27 LM 30" 146020A 47225A – – – 1/8-27 CBM 30" 146021A –––– 1/4-18 LM 30" – 163712 171222A 171223A 5333A * Dual scale dials are available, please contact Customer Service at (863) 534-1504 U-clamp kit for 1-1/2" P-500, Spec #166732 ProductsC2 For Gauges/Thermometers: For Electronic Products: For Diaphragm Seals: U.S. GAUGE PMT PRODUCTS M&G PRODUCTS 820 Pennsylvania Blvd. 820 Pennsylvania Blvd. 8600 Somerset Drive Feasterville, PA 19053 U.S.A. Feasterville, PA 19053 U.S.A. Largo, FL 33773 U.S.A. Tel: (215) 355-6900 Tel: (215) 355-6900 Tel: (727) 536-7831 Fax: (215) 354-1802 Fax: (215) 354-1800 Fax: (727) 539-6882 www.ametekusg.com www.ametekusg.com www.ametek.com/tci Customer Service Tel: (863) 534-1504 Customer Service Fax: (863) 533-7465 © 2006, by AMETEK, Inc. All rights reserved. PDF606 (160126) Specifications are subject to change without notice. Visit our Web sites for the most up-to-date information. For Gauges/Thermometers: For Electronic Products: For Diaphragm Seals: U.S. GAUGE PMT PRODUCTS M&G PRODUCTS 820 Pennsylvania Blvd. 820 Pennsylvania Blvd. 8600 Somerset Drive Feasterville, PA 19053 U.S.A. Feasterville, PA 19053 U.S.A. Largo, FL 33773 U.S.A. Tel: (215) 355-6900 Tel: (215) 355-6900 Tel: (727) 536-7831 Fax: (215) 354-1802 Fax: (215) 354-1800 Fax: (727) 539-6882 www.ametekusg.com www.ametekusg.com www.ametek.com/tci Customer Service Tel: (863) 534-1504 Customer Service Fax: (863) 533-7465 General Purpose Gauges Series P-500 Low Cost Utility Gauges AURORA MODEL 481 & 485 DIESEL ENGINE DRIVEN FIRE PUMP COOLING WATER PIPING DATA Section 916 Page 301 Date July 2001 Supersedes Section 916 Page 301 Dated January 1997 This instructional data explains the installation and operation of the cooling system for UL listed, FM approved Fire Pump engines equipped with heat exchangers. Engines equipped with heat exchangers use an engine mounted water pump to circulate jacket water around the tubes of the heat exchanger to maintain proper jacket water temperatures. Cooling water, supplied by the Fire Pump, is piped through the tubes and dis- charged to waste. REQUIREMENTS The loop portion of the cooling water supply piping, shown above, incorporates all components required by NFPA and is sized to provide the required volume of water at the proper pressure for the heat exchangers of the engine models listed in Table A. Model 481 & 485 pumps are shipped from the plant with the loop piped between the pump and engine. The pipe and loop sizes are determined by the engine model. COMPONENTS 1. A flushing type strainer is used to protect the regula- tor valve, solenoid valve and the tubes of the heat exchanger from foreign material. 2. The regulator valve is used to control the volume and pressure of the cooling water. 3. The solenoid valve opens automatically when the engine is started and closes automatically on engine shut- down to prevent the waste of cooling water. (One red wire must be connected to terminal #1 of the engine junc- tion box, the other red wire to terminal #11 of the engine junction box, and the green wire grounded to the engine block. Refer to applicable wiring diagrams.) 4. The valves in the BYPASS Iine of the loop are nor- mally CLOSED. They should ONLY be opened to pro- vide cooling water to the engine if the regulator valve or solenoid valve require repair. 5. Valves "A" and "B" are normally OPEN. They should ONLY be closed if repair is required to the regulator valve or solenoid valve. 6. The gauge indicates back pressure on the cooling water discharge. The recommended back pressure to assure adequate flow is 15-20 PSI and should not exceed the allowable pressure shown in Table A. 7. Since cooling loop components are subject to bumps and movement during shipping. all compo- nents must be checked for pipe strain and leakage prior to initial startup. INSTALLATION -COOLING WATER OUTLET The cooling water outlet piping from the engine heat exchanger must be at least the size listed in Table A. The piping must be short, have no valves and dis- charge into an open waste cone. If deviations from the requirement of discharge to an open waste cone are permitted by the authority having jurisdiction, the proposed plumbing must be reviewed to assure that the back pressure created wiII not reduce the cooling water flow to below that required for the engine. VALVE "A" STRAINERS BY-PASS VALVES NORMALLY CLOSED GAUGE REGULATOR VALVES VALVE "B" SOLENOID VALVE FROM PUMP TO ENGINE AURORA MODEL 481 & 495 DIESEL ENGINE DRIVEN FIRE PUMP COOLING WATER PIPING DATA Section 916 Page 302 Date May 2004 Supersedes Section 916 Page 302 Dated July 2001 If the outlet piping from two or more engines is connected to a common manifold, the manifold piping should be sized such that the velocity resulting from the combined flow is the same as that in the outlet piping between the manifold and heat exchanger. Adequate pipe supports must be provided for the loop and outlet piping to minimize vibration and prevent excessive strain at the heat exchanger, pump and engine connec- tions. Engine coolant should be added in accordance with the engine manufacturer’s recommendations. OPERATION The regulator valve is adjusted during operational tests at the plant and set between 15 and 20 PSI back pressure. If additional adjusting is necessary, see the following procedure: With the pump operating at the rated duty, the adjustment is made after the engine block temperature has risen to the level required to open the engine thermostat. The thermo- stat opens at approximately 170°F. The temperature will stabilize and then decrease slightly. At this point, the regu- lator is adjusted between 15 and 20 PSI by turning the reg- ulator screw clockwise to increase the pressure and coun- terclockwise to reduce the pressure. The regulator screw is then locked into place with the locknut provided. MAINTENANCE 1. Strainers must be inspected frequently and kept clean. 2. If cooling water temperature changes, the regulator valve may require adjustment. FIRE PUMP ENGINES MODELS JU6H-UFADMG JU6H-UFADP0 JU6H-UFADR0 JU6H-UFADT0 JU6H-UFAD58 JU6H-UFADP8 JU6H-UFADR8 JU6H-UFADW8 JU6H-UFADNG JU6H-UFADQ0 JU6H-UFADS8 JU6H-UFADX8 JU6H-UFADM8 JU6H-UFADN0 JU6H-UFAD88 JU6H-UFADS0 JU6H-UFAD98 ® FM UL UL APPROVED RATINGS BHP/KW JU6H MODEL  RATED SPEED US-EPA (NSPS) Available Until  1760 2100 2350 2400 UFADM8 175 131 No Expiration UFADMG 175 131 175 131 No Expiration FM-UL-cUL APPROVED RATINGS BHP/KW UFAD58 183 137 No Expiration UFADNG 190 142 181 135 183 137 183 137 No Expiration UFADN0 197 147 197 147 200 149 200 149 No Expiration UFADP0 220 164 209 156 211 157 211 157 No Expiration UFADP8 220 164 No Expiration UFADQ0 224 167 226 169 226 169 No Expiration UFAD88 237 177 No Expiration UFADR0 238 177.5 240 179 240 179 No Expiration UFADR8 250 187 No Expiration UFADS8 260 194 No Expiration UFADS0 260 194 268 200 268 200 No Expiration UFADT0 229 171 274 204 275 205 275 205 No Expiration UFADW8 282 211 No Expiration UFADX8 305 227.5 No Expiration UFAD98 315 235 No Expiration SPECIFICATIONS USA EPA (NSPS) Tier 3 Emissions Certified Off-Road (40 CFR Part 89) and NSPS Stationary (40 CFR Part 60 Sub Part llll). Meet EU Stage IIIA emission levels. All Models available for Export ITEM JU6H MODELS M8 MG 58 NG N0 P8 88 P0 Q0 R0 S0 T0 R8 S8 W8 X8 98 Number of Cylinders 6 Aspiration TRWA Rotation*CW Weight – lb (kg) 1747 (791) SPECIFICATIONS Compression Ratio 19.0:1 17.0:1 Displacement – cu. in. (L) 415 (6.8) Engine Type 4 Stroke Cycle – Inline Construction Bore & Stroke – in. (mm) 4.19 x 5.00 (106 x 127) Installation Drawing D628 Wiring Diagram AC C07591 Wiring Diagram DC C071367, C071360, C071361 C071368, C071360, C071761 Engine Series John Deere 6068 Series Power Tech E John Deere 6068 Series Power Tech Plus Speed Interpolation N/A Abbreviations: CW – Clockwise TRWA – Turbocharged with Raw Water Aftercooling N/A - Not Available *Rotation viewed from Heat Exchanger / Front of engine CERTIFIED POWER RATING • Each engine is factory tested to verify power and performance. •FM-UL power ratings are shown at specific speeds Clarke engines can be ENGINE RATINGS BASELINES • Engines are to be used for stationary emergency standby fire pump service only. Engines are to be tested in accordance with NFPA 25. • Engines are rated at standard SAE conditions of 29.61 in. (752.1 mm) Hg barometer and 77°F (25°C) inlet air temperature [approximates 300 ft (91 4 m) above sea level] by the FM FM UL power ratings are shown at specific speeds, Clarke engines can be applied at a single rated RPM setting ± 50 RPM. 77 F (25 C) inlet air temperature [approximates 300 ft. (91.4 m) above sea level] by the testing laboratory (see SAE Standard J 1349). • A deduction of 3 percent from engine horsepower rating at standard SAE conditions shall be made for diesel engines for each 1000 ft. (305 m) altitude above 300 ft. (91.4 m) • A deduction of 1 percent from engine horsepower rating as corrected to standard SAE conditions shall be made for diesel engines for every 10°F (5.6°C) above 77°F (25°C) ambient temperature. Page 1 of 10 ENGINE EQUIPMENT FIRE PUMP ENGINES ®MODELS JU6H-UFADK0 JU6H-UFADP0 JU6H-UFADR0 JU6H-UFADT0 JU6H-UFAD58 JU6H-UFADP8 JU6H-UFADR8 JU6H-UFADW8 JU6H-UFADM8 JU6H-UFADNG JU6H-UFADQ0 JU6H-UFADS8 JU6H-UFADX8 JU6H-UFADMG JU6H-UFADN0 JU6H-UFAD88 JU6H-UFADS0 JU6H-UFAD98 EQUIPMENT STANDARD OPTIONAL Air Cleaner Direct Mounted, Washable, Indoor Service with Drip Shield Disposable, Drip Proof, Indoor Service Outdoor Type, Single or Two Stage Alternator 12V-DC, 42 Amps with Poly-Vee Belt and Guard 24V-DC, 40 Amps with Poly-Vee Belt and Guard Exhaust Protection Metal Guards on Manifolds and Turbocharger Coupling Bare Flywheel UL Listed Driveshaft and Guard, JU6H- UFAD58/NG/ADMG/ADM8/K0/N0/Q0/R0-CDS30-S1; JU6H- UFADP8/P0/T0/88/R8/S8/S0/W8/X8/98- CDS50-SC at 1760/2100 RPM onlyRPM only Electronic Control Module 12V-DC, Energized to Stop, Primary ECM always Powered on 24V-DC, Energized to Stop, Primary ECM always Powered on Exhaust Flex Connection*Stainless Steel Flex, 150# ANSI Flanged Connection, 5” for JU6H- UFAD58/M8/MG/K0/NG/N0/P8/88; Stainless Steel Flex, 150# ANSI Flanged Connection, 6” for JU6H- UFADP0/Q0/R0/S0/T0/R8/S8/W8/X8/98 Stainless Steel Flex, 150# ANSI Flanged Connection, 6” for JU6H- UFAD58/M8/MG/K0/NG/N0/P8/88; Stainless Steel Flex, 150# ANSI Flanged Connection, 8” for JU6H- UFADP0/Q0/R0/S0/T0/R8/S8/W8/X8/98 Flywheel Housing SAE #3 Flywheel Power Take Off 11.5” SAE Industrial Flywheel Connection Fuel Connections Fire Resistant, Flexible, USA Coast Guard Approved, Supply and Stainless Steel, Braided, cUL Listed, Supply and Return Lines Return Lines Fuel Filter Primary Filter with Priming Pump Fuel Injection System High Pressure Common Rail Engine Heater 120V-AC, 1500 Watt 240V-AC, 1500 Watt Governor, Speed Dual Electronic Control Modules Heat Exchanger Tube and Shell Type, 60 PSI (4 BAR), NPT(F) Connections – Sea/Salt Water Compatible Instrument Panel Multimeter to Display English and Metric, Tachometer, Hourmeter, Water Temperature Oil Pressure and One (1) Voltmeter with Water Temperature, Oil Pressure and One (1) Voltmeter with Toggle Switch, Front Opening Junction Box Integral with Instrument Panel; For DC Wiring Interconnection to Engine Controller Lube Oil Cooler Engine Water Cooled, Plate Type Lube Oil Filter Full Flow with By-Pass Valve Lube Oil Pump Gear Driven, Gear Type Manual Start Control On Instrument Panel with Control Position Warning Light Overspeed Control Electronic, Factory Set, Not Field Adjustablep,y , j Raw Water Solenoid Operation Automatic from Fire Pump Controller and from Engine Instrument Panel Run – Stop Control On Instrument Panel with Control Position Warning Light Starters Two (2) 12V-DC Two (2) 24V-DC Throttle Control Adjustable Speed Control by Increase/Decrease Button, Tamper Proof in Instrument Panel Water Pump Centrifugal Type, Poly-Vee Belt Drive with Guard Abbreviations : DC – Direct Current, AC – Alternating Current, SAE – Society of Automotive Engineers, NPT(F) – National Pipe Tapered Thread (Female), ANSI – American National St d d I tit t ® JU6H - UFADR0 John Deere Base Engine 350 Series 6 Cylinders Heat Exchanger Cooled Power Curve Number EPA Tier 3 Certified Built in USA FM Approved UL Listed MODEL NOMENCLATURE: (10 Digit Models) Standards Institute *JU6H-UFADP8/P0/Q0/R0/S0/T0/R8/S8/W8/X8/98 – All provided with orifice plate mounted in flex exhaust. Note: Engine Controller needs 2 additional signals: Injector Failure, Alternate ECM Selected C133421 revL 10APR12 Specifications and information contained in this brochure subject to change without notice. Fire Protection Products, Inc. 3133 E. Kemper Rd., Cincinnati, Ohio 45241 United States of America Tel +1-513-475-FIRE(3473) Fax +1-513-771-0726 www.clarkefire.com UK, Ltd. Grange Works, Lomond Rd., Coatbridge, ML5-2NN United Kingdom Tel +44-1236-429946 Fax +44-1236-427274 www.clarkefire.com Page 2 of 10 NAMEPLATE BHP (MAXIMUM PUMP LOAD) 282 (211) 1758.5 1759 1759.5 1760 1760.5 1761 1761.5 280.5 281 281.5 282 282.5 283 283.5 Tier-3 Emissions Certification: Ref: Engine Emission Label CARB; EPA RESTRICTED: DATE CREATED DRAWING NO.REV A ENGINE MODEL JU6H-UFADW8 02/06/09 C132968 THIS DRAWING AND THE IN- FORMATION HEREIN ARE OUR PROPERTY AND MAY BE USED BY OTHER ONLY AS AUTHORIZED BY US. UNPUBLISHED -- ALL RIGHTS RESERVED UNDER THE COPYRIGHT LAWS.KEVIN KUNKLER 06FEB09 CREATED USE ONLY FOR STAND-BY FIRE PUMP APPLICATIONS FIRE PUMP MODEL: JU6H-UFADW8 Heat Exchanger Cooled Raw Water Charge Cooling Tier 3 Emissions Certified ENGINE SPEED - RPM STANDARD CONDITIONS: (SAE J1349, ISO 3046) 77°F (25°C) AIR INLET TEMPERATURE 29.61 IN. (751.1MM) HG BAROMETRIC PRESSURE #2 DIESEL FUEL (SEE C13940) ENGINE PERFORMANCE: Page 3 of 10 JU6H-UFADW8 USA Produced INSTALLATION & OPERATION DATA (I&O Data) Basic Engine Description Engine Manufacturer John Deere Co. Ignition Type Compression (Diesel) Number of Cylinders 6 Bore and Stroke - in (mm)4.19 (106) X 5 (127) Displacement - in³ (L)415 (6.8) Compression Ratio 17.0:1 Valves per cylinder Intake 2 Exhaust 2 Combustion System Direct Injection Engine Type In-Line, 4 Stroke Cycle Fuel Management Control Electronic, High Pressure Common Rail Firing Order (CW Rotation)1-5-3-6-2-4 Aspiration Turbocharged Charge Air Cooling Type Raw Water Rotation, viewed from front of engine, Clockwise (CW)Standard Engine Crankcase Vent System Open Installation Drawing D628 Weight - lb (kg)1747 (792) Power Rating 1760 Nameplate Power - HP (kW)282 (211) Cooling System - [C051386]1760 Engine Coolant Heat - Btu/sec (kW)133 (140) Engine Radiated Heat - Btu/sec (kW)64 (67.5) Heat Exchanger Minimum Flow 60°F (15°C) Raw H 20 - gal/min (L/min)28 (106) 95°F (35°C) Raw H 20 - gal/min (L/min)38 (144) Heat Exchanger Maximum Cooling Raw Water Inlet Pressure - psi (bar)60 (4.1) Flow - gal/min (L/min)40 (151) Typical Engine H20 Operating Temp - °F (°C)[1]180 (82.2) - 195 (90.6) Thermostat Start to Open - °F (°C)180 (82.2) Fully Opened - °F (°C)203 (95) Engine Coolant Capacity - qt (L)22.2 (21) Coolant Pressure Cap - lb/in² (kPa)15 (103) Maximum Engine Coolant Temperature - °F (°C)230 (110) Minimum Engine Coolant Temperature - °F (°C)160 (71.1) High Coolant Temp Alarm Switch - °F (°C)[2]235 (113) - 241 (116) Electric System - DC Standard Optional System Voltage (Nominal)12 24 Battery Capacity for Ambients Above 32°F (0°C) Voltage (Nominal)12 [C07633] 24 [C07633] Qty. Per Battery Bank 12 SAE size per J537 8D 8D CCA @ 0°F (-18°C)1400 1400 Reserve Capacity - Minutes 430 430 Battery Cable Circuit, Max Resistance - ohm 0.0012 0.0012 Battery Cable Minimum Size 0-120 in. Circuit Length [3]00 00 121-160 in. Circuit Length [3]000 000 161-200 in. Circuit Length [3]0000 0000 Charging Alternator Maximum Output - Amp, 40 [C071363] 55 [C071365] Starter Cranking Amps, Rolling - @60°F (15°C) 440 [RE69704/RE70404] 250 [C07819/C07820] NOTE: This engine is intended for indoor installation or in a weatherproof enclosure. 1Engine H2O temperature is dependent on raw water temperature and flow. 2High Coolant Switch threshold varies with engine load. 3Positive and Negative Cables Combined Length. Page 1 of 2 Page 4 of 10 JU6H-UFADW8 USA Produced INSTALLATION & OPERATION DATA (I&O Data) Exhaust System 1760 Exhaust Flow - ft.³/min (m³/min)1400 (39.6) Exhaust Temperature - °F (°C)961 (516) Maximum Allowable Back Pressure - in H 20 (kPa)30 (7.5) Minimum Exhaust Pipe Dia. - in (mm)[4]6 (152) Fuel System 1760 Fuel Consumption - gal/hr (L/hr)13.7 (51.9) Fuel Return - gal/hr (L/hr)21.3 (80.6) Fuel Supply - gal/hr (L/hr)35 (132) Fuel Pressure - lb/in² (kPa)3 (20.7) - 6 (41.4) Minimum Line Size - Supply - in..50 Schedule 40 Steel Pipe Pipe Outer Diameter - in (mm)0.848 (21.5) Minimum Line Size - Return - in..375 Schedule 40 Steel Pipe Pipe Outer Diameter - in (mm)0.675 (17.1) Maximum Allowable Fuel Pump Suction Lift with clean Filter - in H20 (mH20)80 (2) Maximum Allowable Fuel Head above Fuel pump, Supply or Return - ft (m)6.6 (2) Fuel Filter Micron Size 2 (Secondary) Heater System Standard Optional Engine Coolant Heater Wattage (Nominal)1360 1360 Voltage - AC, 1 Phase 115 (+5% -10%) 230 (+5%, -10%) Part Number [C123640] [C123644] Air System 1760 Combustion Air Flow - ft.³/min (m³/min)474 (13.4) Air Cleaner Standard Optional Part Number [C03244] [C03327] Type Indoor Service Only, Canister, with Shield Single-Stage Cleaning method Washable Disposable Air Intake Restriction Maximum Limit Dirty Air Cleaner - in H20 (kPa)14 (3.5) 10 (2.5) Clean Air Cleaner - in H20 (kPa)7 (1.7) 5 (1.2) Maximum Allowable Temperature (Air To Engine Inlet) - °F (°C)[5]130 (54.4) Lubrication System Oil Pressure - normal - lb/in² (kPa)40 (276) - 60 (414) Low Oil Pressure Alarm Switch - lb/in² (kPa)[6]30 (207) to 35 (241) In Pan Oil Temperature - °F (°C)220 (104) - 245 (118) Total Oil Capacity with Filter - qt (L)34.3 (32.5) Lube Oil Heater Optional Optional Wattage (Nominal)150 150 Voltage 120V (+5%, -10%) 240V (+5%, -10%) Part Number C04430 C04431 Performance 1760 BMEP - lb/in² (kPa)306 (2110) Piston Speed - ft/min (m/min)1467 (447) Mechanical Noise - dB(A) @ 1m C133379 Power Curve C132968 4Based on Nominal System. Back pressure flow analysis must be done to assure maximum allowable back pressure is not exceeded. (Note: minimum exhaust Pipe diameter is based on: 15 feet of pipe, one 90° elbow, and a silencer pressure drop no greater than one half of the maximum allowable back pressure.) 5Review for horsepower derate if ambient air entering engine exceeds 77°F (25°C). 6Low Oil Pressure Switch threshold varies w/engine speed. [ ] indicates component reference part number. Page 2 of 2 C133101 Rev D MD 12FEB12 Page 5 of 10 CLARKE Fire Protection Products Air Cleaner Valves Type…………..………….. ..Indoor Usage Only Type……..…………………Poppet Oiled Fabric Pleats Arrangement………………Overhead Valve Material……..…..…….…… Surgical Cotton Number/Cylinder…………1 intake Aluminum Mesh 1 exhaust Operating Mechanism……Mechanical Rocker Arm Air Cleaner - Optional Type of Lifter…………….. Large Head Type…………………………Canister Valve Seat Insert…………Replaceable Material………………………Pleated Paper Housing………………..……Enclosed Fuel Pump Type…………………………Diaphragm Camshaft Drive……………………… Cam Lobe Material………….………….Cast Iron Chill Hardened Heat Exchanger (USA) Location…………...….…….In Block Type…………………………Tube & Shell Drive……………….………..Gear, Spur Materials Type of Cam…………..…...Ground Tube& Headers……………Copper Shell…………………………Copper Electrode……………………Zinc Type………………….Raw Water Cooled Heat Exchanger (UK) Materials (in contact with raw water) Type…………………………Tube & Bundle Tubes……………………… 90/10 CU/NI Materials Headers ………………… 36500 Muntz Tube& Headers……………Copper Covers ………………… 83600 Red Brass Shell………………. Aluminum Plumbing ………………… 316 Stainless Steel/ Brass 90/10 Silicone Coolant Pump Injection Pump Type……….…………………Centrifugal Type……………………….Rotary Drive……………………………Poly Vee Belt Drive……………………… Gear Coolant Thermostat Lubrication Cooler Type…………………………Non Blocking Type…………………………Plate Qty……………………………1 Lubrication Pump Connecting Rod Type…………………………Gear Type…………………………I-Beam Taper Drive……………………… Gear Material………………………Forged Steel Alloy Crank Pin Bearings Main Bearings Type…………………………Precision Half Shell Type…………………………Precision Half Shells Number………………………1 Pair Per Cylinder Material……………………Steel Backed-Aluminum Lined Material………………………Wear-Guard Crankshaft Piston Material………………………Forged Steel Type and Material…………Aluminum Alloy with Reinforced Type of Balance……………Dynamic Top Ring Groove Cooling…………………… Oil Jet Spray Cylinder Block Type…………………………One Piece with Piston Pin Non-Siamese Cylinders Type…………………………Full Floating - Offset Material………………………Annealed Gray Iron Cylinder Head Piston Rings Type……..………………… Slab 2 Valve Number/Piston……………3 Material……………………. Annealed Gray Iron Top…………………………Keystone Barrel Faced - Plasma Coated Cylinder Liners Second…………………… Tapered Cast Iron Type……..………………… Centrifugal Cast, Wet Liner Third…………………………Double Rail Type Material………………..….…Alloy Iron Plateau, Honed w/Expander Spring JU4H & JU6H ENGINE MODELS ENGINE MATERIALS AND CONSTRUCTION Charge Air Cooler (JU6H-60,62,68,74,84, ADK0, AD58, ADNG, ADN0, ADQ0, ADR0, AAQ8, AARG, ADP8, ADP0, ADT0, AD88, ADR8, AD98, ADS0, ADW8, ADX8, AD98 only) C13615 19 NOV 09 DSP Page 6 of 10 Page 7 of 10 H G F E D c B A 8 7 6 DA T U M S : 5 CA U T I O N : AL L PL U M B I N G MU S T BE SU P P O R T E D AN D / O R IS O L A T E D SO TH A T NO WE I G H T 4 3 AT T E N T I O N ( B - MO U N T I N G FA C E OF FL Y W H E E L OR ST R E S S IS AP P L I E D TO AN Y EN G I N E CO M P O N E N T RE F E R TO TH E SP E C I F I C MO D E L 'I N S T A L L A T I O N AN D OP E R A T I O N DA T A ' FO R IN S T A L L A T I O N GU I D E L I N E S G! : ] - EN G I N E CR A N K S H A F T HO R I Z O N T A L CE N T E R L I N E ~ - EN G I N E CR A N K S H A F T VE R T I C A L CE N T E R L I N E + -CE N T E R OF GR A V I T Y OF EN G I N E ~ - CL O C K W I S E RO T A T I O N WH E N V l ~ D FR O M FR O N T OF EN G I N E ~ E:' Si l ' ! : m • 0 : i ~i ~ lii"~ti j e.~ !i ~1 0 "T R W A ' (T U R B O C H A R G E D wl RA W WA T E R AF T E R C O O L I N G ) MO D E L S .. ~ s CO O L A N T Fi l l . JU 8 ~ U F A D 5 8 , -U F A D 8 8 JU 6 H - U F A D K O , -U F A D N G JU 8 ~ U F A D P 8 , -U F A D N O JU 6 H - U F A D M 6 , -U F A D M G JU l 5 H - U F A D P 8 (M O D E L S SH O W N ) JU 6 ~ U F A D 9 8 -U F A D P O JU 6 H -U F A D Q O , -U F A D R O JU 6 ~ U F A D R I ! , -U F J JU l 5 H - U F A D S 6 , -U F J JU 6 H - U F A D W l l , - I i ~ - . : " : : t k n I I - $ J> C r 11 1 i 1· ~ fa I I DR A W I N G SU B J E C T T O CH A N G E WI T H O U T NO T I C E 11 1 1 • . 1 1 RA W ~ : , . I N L . E T ~ ~ ~ I 10 1 [ 8 . 1 1 RE V DE . 9 C R I P ' T 1 0 N NO T E S : 1. FU E L SU P P L Y PI P I N G FR O M TA N K TO EN G I N E SH O U L D BE 11 2 " M I N I M U M PI P E DI A M E T E R . 2. FU E L RE T U R N PI P I N G FR O M EN G I N E TO TA N K SH O U L D BE 3 / 8 ' MI N I M U M PI P E DI A M E T E R . ., , . . . DW N A I IS S U E D DE N O I N E E H N O CR A W N 3 I &7 2 I li l W L a I AD D E D P E # T I E R : S E M G I N E M O O B . 8 I 18 4 5 I l< . . N AD D E D JU M i - U F A I P I EN G I N E MO l : E I . I 11 M 5 I MM . D RE V I S E D E> C H Fl . E X CO N N E C T I O N DA . T A 19 4 6 Ol i P E= RE V I S E D E> C M Fl E X CO N N E C T I O N DA . T A 11 1 7 JC A . Vl ~ F R O M T O P OF EN G I N E iU i 2 if ... ~ DO NOT SCALE 111D[45.I] i' 1&CWIFLANOE F1.D: ElCHAIJST .IUllH-UF~-UF....,._ -uFACtlG, -UFACHO, ·LFADll. -UFADP8,-UFADMI, -UFADMO OR I' wl1SCMI Fl.ANGE wlm!FICE F1.D: EXHAUST .......,FADQll, ·UFADPD. -UFADTD. -UFIDRD. -uFADRI, -UFADS&, ·LFAD6D, ..UFADWI. ..UFADXI . ..U:ADI& 111(4.1] BATTERY"1 ~ POBITIVE OONNECT10N IT\JDM121:1.7fi -"""1±1 lltlffj ii 11114-11 z -~~ ~ ~h i rl i i ; , ! ~- J~N ;;~~~ ... ~~!:i ~ ~;," ~ Fin Protection INSTALLATION DRAWING, FIRE PUMP ENGINE JU6H TIER 3 MODELS F RE I M B J E N G I N E F O O ' T M O U N T I N G H O l . E L O C A T I O N B - P A G E Z 19 0 1 JC A JW ; : . Z& I U L 1 D ~ - " ' ' G AO O B > D I W : N B I C N B F R O N T V I E W Z O N E D I P G 1 21 1 1 1 °" " ao c n o ~ ., . . :: : ; , _ , . """ H AD D E D E N B I E MC X J E L . 8 : JI J I K . U F A D M I &. l . J m i - U ' A D M G 2f 7 3 JC A . Dl l D E C 1 0 - " ' " " ' 8 7 6 5 4 3 2 H G F E D c B Page 8 of 10 HI ~ F l E l D c B A 8 I .. . . :A ... . . I FL Y W H E E L H O U B I N G M1 t l X 1. I W M 12 X DR A W I N G S U B J E C T T O CH A N G E W I T H O U T NO T I C E 8 \ I , I , 7 I 6 I 5 * FO R EN G I N E SP E C I F I C OP T I O N S SE E ww w . C L A R K E F I R E . c o m DE T A I L DA T U M -A - BA R E FL Y W H E E L ~r ... . . ~ 3o'l'-1~1.0 1 . , . . , , l1 ±- = F ~: ~ ~~ 41 ll l U I 1 .. . . 1 OJ O , O J ... . ~ + "" " ' J l l l 1 0 . 1 1 B. C . !S J I - - - i : ± r " " " - 7 6 5 4 3 2 DO NOT SCALE r I I I OJ O , O J I US E 3 1 < ' MI N I M U M MO U N T I N G HA R D W A R E @:] i R: A D E B, CL A S S 1 0 9 R' E C D M M E N D E D > ~x ~ 1 e c 8 . 3 J es 4 c m a 58 . 6 t 10. 18l 3 0 0 . 9 [ l l . 8 33 7 (1 3 . 3 35 [ 1 . 4J 94 [ 11. 6] x • 2 0 r n . B J _ .. . , SL D T 4 X ~ ~ R : I- " ~ ~ ~ :; : ~ ~ -~ ~ . . - ~ ~ " ' CJ' \ r" ~ co - ... . cu .,, . . . . ~ . . . I FU E i . P i . M P I Im °" " ' " " " " " 12 ( 2 . ~ MT T E < Y ' 2 P0 6 I T 1 V E CO N N E C l l O N - . . . . 81 \ I D M1 2 X 1. 7 5 OJO , O J [ f l 24 7 [ 1 U ] AC CO N ' < E C T I O N I- E A T E R 15 0 0 W A T T 8 ST O . -1 1 & V A C + U i / - 1 0 % O P T . - Z I J V / C + d J - 1 ° " ' ., . e l ! i ! ~!I ! ... "" ! ef t i "'~~ "° i i ' ~~ ENGWE CRl\l«SliAFT CEJrilTERUNE CLARKE Fire ProUctiars Protbu:ta. lrsc. INSTALLATION DRAWING, FIRE PUMP ENGINE JUBH ~ • R I TIER 3 MODELS :.= - · : : · - ~ i" " T E I O I H . 1-·-os2s I :i i . • . : : . , . : t l l - • - I-I A _., I-~ n I Nr8 I MM[INCHJ 4 3 2 H G F E D c B A Rating Specific Emissions Data - John Deere Power Systems Rating Data Rating Certified Power (kW) Rated Speed Vehicle Model Number 6068HFC48A 235 1760 Clarke Fire Pump * The emission data listed is measured from a laboratory test engine according to the test procedures of 40 CFR 89 or 40 CFR 1039, as applicable. The test engine is intended to represent nominal production hardware, and we do not guarantee that every production engine will have identical test results. The family parent data represents multiple ratings and this data may have been collected at a different engine speed and load. Emission results may vary due to engine manufacturing tolerances, engine operating conditions, fuels used, or other conditions beyond our control. This information is property of Deere & Company. It is provided solely for the purpose of obtaining certification or permits of Deere powered equipment. Unauthorized distribution of this information is prohibited Units CO Pm NOx HC NOx + HC g/kW-hr 0.6 0.07 3.6 0.1 3.7 g/hp-hr 0.4 0.06 2.7 0.1 2.8 Certificate Data Engine Model Year EPA Family Name EPA JD Name EPA Certificate Number 2011 BJDXL06.8131 350HAL JDX-NRCI-11-30 CARB Executive Order Not Applicable Parent of Family 6068HFG85A g/kW-hr 0.7 0.10 3.7 0.1 3.8 Units CO Pm NOx HC NOx + HC JDPS 2/16/2011 Page 9 of 10 CLARKE www.clarkefire.com RPM BHP OVERALL 31.5 Hz 63 Hz 125 Hz 250 Hz 500 Hz 1k Hz 2k Hz 4k Hz 8k Hz 16k Hz dB(A) dB(A) dB(A) dB(A) dB(A) dB(A) dB(A) dB(A) dB(A) dB(A) dB(A) 1760 282 109.2 66.5 68.5 83.7 89.4 96.8 99.6 104.7 102.6 100.8 100.6 RPM BHP OVERALL 31.5 Hz 63 Hz 125 Hz 250 Hz 500 Hz 1k Hz 2k Hz 4k Hz 8k Hz 16k Hz dB(A)dB(A)dB(A)dB(A)dB(A)dB(A)dB(A)dB(A)dB(A)dB(A)dB(A) 1760 282 * Values above are provided at 3.3ft (1m) from engine block and do not include the raw exhaust noise. The above data reflects values for a typical engine of this model, speed and power in a free-field environment. Fire Protection Products JU6H-UFADW8 FIRE PUMP DRIVER NOISE DATA Mechanical Engine Noise * Installation specifics such as background noise level and amplification of noise levels from reflecting off of surrounding objects, will affect the overall noise levels observed. As a result of this, Clarke makes no guarantees to the above levels in an actual installation. ** Values above are provided at 3.3ft (1m), 90 o horizontal, from a vertical exhaust outlet and does not include noise created mechanically by the engine Raw Exhaust Engine Noise ** Octave Band Octave Band To be provided later C133379_revA 22Feb10 dsp Page 10 of 10 REQUIRED COMPONENTS (1) BATTERY RACK (2) BATTERIES (2) POSITIVE CABLES (2) NEGATIVE CABLES AURORA MODEL 481 & 485 PUMPS DIESEL BATTERY CABLE DIAGRAMS Section 916 Page 252 Date October 2006 Supersedes Section 916 Page 252 Dated June 2002 Pentair Water 12V 12V NEG NEG POS POS 24V NEG POS POS POS POS NEG NEG NEG 24V REQUIRED COMPONENTS (2) BATTERY RACKS (4) BATTERIES (2) POSITIVE CABLES (2) NEGATIVE CABLES (2) INTERCONNECTING CABLES 12 VOLT SYSTEM 24 VOLT SYSTEM NOTES: 1. Clarke “VMFP,” “JU4H” & “JU6H” Engines require cable sets of different lengths. On these engine models, a 2/0 guage postive and negative cable set 60” (1524 mm) long, and a 3/0 guage positive and negativecable set 80” (2032 mm) long are furnished. 2. Refer to Section 916, Page 251 for details of batteries, racks and cables. ENGINE APPLICABILITY CUMMINS: ALL “CFP” MODELS CLARKE: ALL “JU4H” MODELS ALL “JU64” MODELS ALL “JW6H” MODELS EDWARDS: ALL MODELS ENGINE APPLICABILITY CLARKE: ALL “JX6H” MODELS CATERPILLAR: ALL MODELS AURORA MODEL 481 & 485 PUMPS DIESEL BATTERIES, RACKS, & CABLES Section 916 Page 251 Date June 2002 Supersedes Section 916 Page 251 Dated July 2001 Pentair Water 11 (279) 20.75 (527) 20.5 (521) 16.25 (419) 23.5 (597) 5.5 (140) BATTERY BATTERY RACK 60" or 80" (1524 or 2032) 60" or 80" (1524 or 2032) 17/32 DIA. HOLE (TYPICAL) POSITIVE CABLE NEGATIVE CABLE 12" (305)INTERCONNECTING CABLE POS POS NEG NEG 11 (279) NOTES: 1. Dimensions are in inches (mm) and may vary ± 1/4" (6). 2. Batteries are 12 volt, lead-acid type D-8D, approximately 95 Ibs. each, dry. 3. Batteries are shipped dry. Electrolyte (approx.19 quarts per battery) must be procured locally. 4. Refer to Section 916 page 252 for exact number of batteries & cables to be furnished based on the diesel engine manufacturer and model used. 5. Battery racks are fabricated steel, approximately 20 Ibs. each. 6. Each rack holds 2 batteries. Racks are not to be stacked. NOTES: 1. All cables are SAE J55BA type SGT with tensile attachment of 700-800 lbs. 2. Positive & negative cables 60" (1524) long are 2/0 gauge; positive & negative cables 80" (2032) long are 3/0 gauge. 3. Terminal clamps have steel reinforced inserts. 4. Not all cable types are required for every engine. Refer to Section 916 page 252 for cable applicability. AURORA FIRE PUMPS DIESEL ENGINE MUFFLERS Section 916 Page 261 Date July 2012 Supersedes Section 916 Page 261 Dated August 2011 © 2012 Pentair Pump Group, Inc. MUFFLER INLET & OUTLET SIZE – 150# ANSI FLANGE A DIA. B ENGINE MODEL MUFFLER INLET & OUTLET COMMERCIAL GRADE RESIDENTIAL GRADE CRITICAL GRADE A B WGT A B WGT A B WGT CATERPILLAR 3406C 6" FLANGED 12 42 35 12 54 43 16 73 131 3412C*, 3508C, C18*8" FLANGED 18 49 110 18 61 124 20 75 220 CLARKE FIRE PROTECTION JU4H-UF10, -UF12, -UF14, -UF20, -UF22, -UF24, -UFAB26, -UFAEA0, -UFAEE8, -UFAEF2, -UFADJ2, -UFADJ8 3" NPT 8 36 19 8 42 21 10 42 42 JU4R-UF09, -UF11, -UF13, -UF19, -UF21, -UF23, -UFAEA9, -UFAEE7, -UFAEF1 JU4H-UF30, -UF32, -UF34, -UF40, -UF42, -UF 50, -UF52, -UF54, -UF58, -UFADJG, -UFADP0, -UFADR0, -UFADW8, -UFADY8, -UFAD5G 4" FLANGED 10 36 24 10 46 29 12 55 68 JU4R-UF40, -UF49, UF51 -UF53 JU6H-UF30, -UF32, -UF34, -UF 50, -UF52, -UF54, -UF58, -UF60, -UF62, -UF62, -UF68, -UF84, -UFAAPG, -UFAAQ8, -UFAARG, -UFAAS0,-UFAB76, -UFABL0, -UFABL8, -UFD0, -UFD2, -UFG8, -UFM0, -UFM2, -UFM8, -UFAD58, -UFAD88, -UFADM0, -UFADM8, -UFADN0, -UFADNG, -UFADP8 5" FLANGED 10 42 27 10 54 34 14 61 92 DP6H SERIES JW6H-UF30, -UF40, UF48 DS0H SERIES*5" FLANGED 10 42 27 10 54 34 14 61 92DR8H SERIES* JW6H-UF50, -UF58, -UF60, -UF8, -UFAAM8, -UFAA80, -UFADD0, -UFADB0, -UFADF0, -UFADJO, -FAD70, -UFAD80 6" FLANGED 12 42 35 12 54 43 16 73 131JU6H-UFAD98, -UFADP0, -UFADQ0, -UFADR0, -UFADR8, -UFADS0, -UFADS8, -FADT0, -UFADW8 -UFADX8 DQ6H SERIES DT2H SERIES* JX6H SERIES 8" FLANGED 18 49 110 18 61 124 20 75 220 CUMMINS CFP5E, CFP59, CFP7E Series 4" NPT, FLANGED 10 36 24 10 46 29 12 55 68 CFP83 Series 4" NPT, FLANGED 10 36 24 10 46 29 12 55 68 CFP9E Series 5" NPT, FLANGED 10 42 27 10 54 34 14 61 92 CFP11E Series 5" NPT, FLANGED 10 42 27 10 54 34 14 61 92 CFP15E Series 6" FLANGED 12 42 35 12 54 43 16 73 131 CFP23E Series 8" NPT, FLANGED 18 49 110 18 61 124 20 75 220 CFP30E Series 10" NPT, FLANGED 22 64 205 22 75 220 28 99 360 DEUTZ DFP4-2011 Series 3" NPT 8 36 19 8 42 21 10 42 42 DFP4-2012 Series 4" FLANGED 10 36 24 10 46 29 12 55 68 DFP6 Series 6" FLANGED 12 42 35 12 54 43 16 73 131 © 2012 Pentair Pump Group, Inc. *FLANGED FLEX CONNECTOR PROVIDED BY DIESEL ENGINE MANUFACTURER. NO ADDITIONAL FLEX CONNECTOR OR ADAPTOR FITTING IS REQUIRED OR PROVIDED BY AURORA. AURORA FIRE PUMPS EXHAUST FLEX CONNECTORS Section 916 Page 262 Date July 2012 Supersedes Section 916 Page 262 Dated August 2011 ANSI FLANGEBY AURORA FLEX CONNECTORBY DIESEL ENGINEMANUFACTURER FLANGE TO FITDIESEL ENGINEEXHAUST OUTLET FLARED TO FITDIESEL ENGINEEXHAUST OUTLET 18" NPT THREAD TOFIT DIESEL ENGINEEXHAUST OUTLET 18" STYLE "E" 27.5" STYLE "D" STYLE "C" STYLE B* STYLE A ENGINE MODEL MUFFLER CONNECTION SIZE FLEX CONNECTOR STYLE CATERPILLAR 3406C 6" FLANGED B 3412C*, 3508C, C18*8" FLANGED B CLARKE FIRE PROTECTION JU4H-UF10, -UF12, -UF14, -UF20, -UF22, -UF24, -UFAB26, -UFAEA0, -UFAEE8, -UFAEF2, -UFADJ2, -UFADJ8 3" NPT A JU4R-UF09, -UF11, -UF13, -UF19, -UF21, -UF23, -UFAEA9, -UFAEE7, -UFAEF1 JU4H-UF30, -UF32, -UF34, -UF40, -UF42, -UF 50, -UF52, -UF54, -UF58, -UFADJG, -UFADP0, -UFADR0, -UFADW8, -UFADY8, -UFAD5G 4” FLANGED A JU4R-UF40, -UF49, UF51 -UF53 JU6H-UF30, -UF32, -UF34, -UF 50, -UF52, -UF54, -UF58, -UF60, -UF62, -UF62, -UF68, -UF84, -UFAAPG, -UFAAQ8, -UFAARG, -UFAAS0,-UFAB76, -UFABL0, -UFABL8, -UFD0, -UFD2, -UFG8, -UFM0, -UFM2, -UFM8, -UFAD58, -UFAD88, -UFADM0, -UFADM8, -UFADN0, -UFADNG, -UFADP8 5” FLANGED B DP6H SERIES JW6H-UF30, -UF40, UF48 DS0H SERIES*5" FLANGE BDR8H SERIES* JW6H-UF50, -UF58, -UF60, -UF8, -UFAAM8, -UFAA80, -UFADD0, -UFADB0, -UFADF0, -UFADJO, -FAD70, -UFAD80 6" FLANGED BJU6H-UFAD98, -UFADP0, -UFADQ0, -UFADR0, -UFADR8, -UFADS0, -UFADS8, -FADT0, -UFADW8 -UFADX8 DQ6H SERIES DT2H SERIES* JX6H SERIES 8" FLANGED B CUMMINS CFP5E, CFP59, CFP7E Series 3" NPT, FLANGED, CUFF A, B CFP83 Series 4" NPT, FLANGED, CUFF A, B CFP9E Series 4" NPT, FLANGED, CUFF A, B CFP11E Series 5" NPT, FLANGED, CUFF A,B CFP15E Series 6" FLANGED B CFP23E Series 6" FLANGED B CFP30E Series 6" FLANGED B DEUTZ DFP4-2011 Series 3" NPT A DFP4-2012 Series 4" FLANGED B DFP6 Series 6" FLANGED B AurorA® Fire PumPs double Wall Fuel Tanks WiTh FiTTings section 916 Page 258 date september 2014 supersedes section 916 Page 258 dated october 2011 NOTES 1. All dimensions are in inches (mm) and may vary ± 1/4”. 2. Components shown are shipped loose for field assembly. 3. Illustration is for component identification only. Actual installation must meet local codes and all applicable standards. 4. Item 10 may consist of a combination of fittings. 5. Refer to Section 916 page 259 for details of Aurora-furnished components. 6. Items 11 & 17 not required for 515 gallon tanks. NOMINAL USABLE TANK SIZE VOLUME A B C D E F G H L Z IN GALLONS IN GALLONS 119 105 24.5 (622) 73 (1853) 6 (152) 6 (152) 6 (152) 19 (482) 44 (1118) 14 (355) 3 (76) 4 187 165 31 (787) 73 (1853) 6 (152) 6 (152) 6 (152) 19 (482) 44 (1118) 16 (406) 3 (76) 4 300 270 39 (990) 73 (1853) 6 (152) 6 (152) 6 (152) 19 (482) 44 (1118) 22-7/8 (581) 3-3/4 (95) 4 359 320 41 (1041) 73 (1853) 6 (152) 6 (152) 6 (152) 31 (787) 44 (1118) 22-7/8 (581) 4 (102) 4 572 515 51 (1294) 73 (1853) 6 (152) 6 (152) 6 (152) 31 (787) 44 (1118) 30 (761) 5 (127) 4 849 766 65 (1651) 72 (1829) 6 (152) 6 (152) 6 (152) 19 (482) 44 (1118) 30 (761) 4-3/4 (121) 4 1100 993 65 (1651) 84 (2134) 6 (152) 6 (152) 6 (152) 37 (940) 44 (1118) 30 (761) 4-3/4 (121) 6 COMPONENTS FURNISHED BY OTHERS* ITEM NO. QTY. REQ’D DESCRIPTION 20 2 “Z” Diameter Piping for Vent 21 1 1/2” Black Pipe 22 1 3/4” Black Pipe 2" NPT CPLGS. FOR CUST. FURN. LEGS 14 12 14FUEL RETURN FUEL SUPPLY 4 22 10 20 217 19 15 11 16 18 19 17 11 20 18 15 2 16 21 13 7 21 5 8 3 9 1 5 CDEF H "A" DIA. G B L 6"6" 10" DIESEL FUEL TANKS: 1. Tanks are constructed and labeled in accordance with UL-142. 2. Fittings shown are consistent with N.F.P.A. 30 and UL-142. 3. Tank to be pitched toward drain 1/4” per foot with outlet on the same elevation as engine fuel pump. Means of elevating tank (by others) may be required. 4. Usable tank volume is total capacity less 5% for sump and 5% for expansion. COMPONENTS FURNISHED BY AURORA PUMP ITEM NO. QTY. REQ’D DESCRIPTION 1 1 2” NPT Lockable Fuel Cap 2 2 2” Screened Tank Vent 3 1 Fuel Gauge 1-1/2” NPT 4 2 1” NPT Drain Plug 5 2 2” NPT Pipe Plug 7 1 1/2” Tee 8 1 1/2” Close Nipple 9 1 2” Fuel Fill Pipe 10 1 “Z” x “Z” x 2” Tee 11 2 “Z” Coupling 12 1 3/4” NPT Lockable Fuel Valve 13 1 3/4” Close Nipple 14 2 Fuel Hoses for Supply & Return (Furnished by Engine Mfr.) 15 2 2” Street Elbow 16 2 “Z” x “Z” x 2” Tee 17 2 “Z” Close Nipple 18 2 2” Nipple 19 2 “Z” Emergency Vent *Included with fire pump package systems. MAIN FIRE PUMP CONTROLLER DATA Metron FD 4 Fire Pump Controller For Diesel Driven Fire Pumps FD4 Fire Pump Controller Series FD4 The Metron Model FD4 controller is designed to specifically meet the latest NFPA 20 and UL 218 standards for Diesel Engine Fire Pump Controllers. This controller implements the latest component and microprocessor logic technology available. It incorporates years of experience in the design and manufacture of fire pump control systems. The components are installed in a NEMA 2 dust and drip proof enclosure with optional NEMA 3R, 4, 4X, or 12 ratings available. The Operator Interface Device (OlD), manual start pushbuttons, stop push button and Auto-Off-Manual selector switch are located on the exterior door for easy access. The battery disconnect switches are located on the main mounting panel inside the enclosure. The controller’s logic is based on discrete components using the latest technology with high quality, highly reliable printed circuit boards (PCBs) and PCB mounted relays. The controller uses a microprocessor to control automatic engine and alternation between batteries during cranking. It also monitors and records system alarms and pressure, battery voltage and engine functions. This controller is suitable for all engine types with either ‘energized to run’ or ‘energize to stop’ fuel solenoids. Inside the controller are two independent fully automatic microprocessor controlled battery chargers rated at 10 Amps each. The battery chargers operate in such a manner as to ensure that the engine batteries are fully charged within 24 hours. PCB mounted LED’s are provided for indication of AC Power On, and Battery Power On. The controller is supplied with wall mounting brackets as standard. It may be supplied with optional 24” (609.6 mm) legs for free standing floor or skid mounting. Standard and Optional Features All photographs and graphics are typical and may not represent actual product supplied Standard Features Operator Interface Device (OID) with LED Annunciator and Digital Display: General Controller Description The Fire Pump Controller conforms to all requirements of the latest edition of NFPA 20, NFPA 70 and is Listed by Underwriters Laboratories (UL) and Approved by Factory Mutual (FM). The controller is available for either 12VDC or 24VDC operation. Included as standard, the controller is suitable for 120VAC or 208/240VAC input power at no additional cost. Controller Standard Features • The controller includes two 10 Amp battery chargers that are temperature compensated and includes integral LED’s for indication of charge AC Failure, and Battery Power On. • Two outer door mounted manual crank pushbuttons and two battery on/off switches located on the interior back panel. • Outer door mounted AUTO, OFF, MANUAL selector switch with mode condition illuminated on OID with colored LED's • Operator Interface Device (OlD) with 4 lines by 20 character display with large character backlit LCD capable of being read in both direct sunlight or dark lighting conditions. English or Spanish languages are standard and selectable through the OlD. Additional languages available upon request. • The OlD includes 12 pushbuttons for easy screen navigation, system mode changes, alarm reset, horn silencing, and lamp test. • The built in annunciator includes multicolored LED’s for alarm and mode indications. The annunciation LED’s have removable labels that allow the user to easily make changes, if additional alarms and/or language changes are needed. • All controller settings are programmable through the OlD. Programming changes are protected by two levels of passwords to prevent unauthorized modification. • All features are enabled or disabled through the OlD, so no jumpers or external wires are needed, making control logic field modification very easy. • The OlD displays System Pressure, Start Pressure, Battery 1 Voltage, Battery 2 Voltage, Battery 1 Charger Amps, and Battery 2 Charger Amps providing the operator instant system status, Status of Automatic Stop Setting. LED indication of Loss of DC Power. A detailed Battery Voltage and Charging Current screen is also supplied. Current time and date, Number of starts, Total engine run hours, Displayed countdown timers for: Sequential engine start and engine stop, and Time until AC Power fail start. • The state of the art microprocessor based logic includes a real time/date clock that can operate for a minimum of 14 days without DC power connected to controller. • An SD Memory card is used to record pressure log, event log, and auxiliary user programs. The pressure log is stored in separate comma delimited ASCII text files with each file containing data for one day. The SD card is removable and can be read by any PC equipped with an SD card reader. • One RS485 data port is included as standard. • MODBUS Communication Protocol via RS485 port • If there is ever a need to change the internal components all wiring to the internal board is removable without the use of any special tools or soldering. Auxiliary alarms and contacts As standard the controller includes 6 discrete auxiliary inputs, 8 form ‘C’ auxiliary relay outputs. These auxiliary inputs and outputs are in addition to those mandated by NFPA 20. All auxiliary inputs, outputs, and OlD LED’s are field programmable making it very easy to make changes to the controller in the field. Through the OlD the operator can select any 8 of the following auxiliary alarms which will be recorded in the event/alarm logs and annunciated with an LED and/or output relay contact: ENGINE QUIT FAULT HIGH ENGINE OIL TEMP PRESSURE TRANSDUCER FAULT LOW JACKET WATER FLOW PUMP ON DEMAND LOW JACKET WATER LEVEL LOW DISCHARGE PRESSURE LOW HYDRAULIC PRESSURE HIGH DISCHARGE PRESSURE GAS DETECTION REMOTE START SIGNAL LOW FIREWATER PRESSURE DELUGE VALVE START AIR DAMPER CLOSED HIGH FUEL LEVEL AIR DAMPER OPEN FUEL SPILL LOW PURGE PRESSURE FUEL TANK RUPTURE LOW GEAR OIL PRESSURE LOW PUMP ROOM TEMP LOW COOLANT LEVEL RESERVOIR LOW HIGH GEAR OIL TEMP RESERVOIR EMPTY HIGH VIBRATION RESERVOIR HIGH LOW FUEL PRESSURE FLOW METER ON HIGH EXHAUST TEMP RELIEF VALVE OPEN HIGH FUEL TEMP LOW SUCTION PRESSURE PUMP ON DEMAND Data logging: Pressure Log: The Pressure log provides a continuous pressure recording for one month of data. Each time the pressure log records a pressure it includes the time and date of the reading and is stored on the SD memory card. The data recorded in the pressure log can be searched by each sample, by minute, or by hour allowing for easy access to specific data. Event Log: The event log is also stored on the SD memory card. It will hold a maximum of 3000 events. These events include any of the following events/alarms: BATTERY 1 FAULT SYSTEM AUTO MODE BATTERY 2 FAULT ENGINE LOCKOUT SIGNAL BATTERY 1 LOW VOLTAGE SYSTEM AUTO MODE BATTERY 2 LOW VOLTAGE SYSTEM MANUAL MODE CHARGER 1 FAULT SYSTEM OFF MODE CHARGER 2 FAULT SYSTEM TEST RUN AC POWER FAIL ALARM RESET ENGINE OVERSPEED LOW PRESSURE CONDITION ENGINE FAILED TO START LOW PRESSURE START ENGINE QUIT DELUGE START ENGINE LOW OIL PRESSURE REMOTE START ENGINE HIGH WATER TEMP AC POWER FAIL START PRESSURE DROP HORN SILENCED STOP PUSHBUTTON PRESSED PRESSURE TRANSDUCER FAULT SPEED SWITCH FAILURE CONTACTOR COIL FAILURE Plus any of the 8 programmable auxiliary alarms listed above Every event or alarm that is recorded includes the following data with the recorded event or alarm: • Time and Date of Event or Alarm • System Pressure • Descriptive Text Message of the Event/Alarm • System Auto Mode Status • Engine Running Status • Charger 1 Status • Charger 2 Status • Battery 1 Status • Battery 2 Status Controller Operation Automatic Mode: Starting conditions such as pressure drop, and deluge valve start, will cause the user adjustable sequential start delay timer to begin operation. After start delay is completed the engine will start and the operation will be recorded in the event log. In addition to the sequential start timer the Automatic Weekly Test Start, AC Power Fail Start are programmable by the user through the OlD. All system statistics are continuously monitored and changes are logged into the internal logs. System statistics include, but are not limited to, battery charger volts/amps, battery voltage, and system pressure are continuously monitored and changes are logged. Stopping conditions: Auto engine stop delay, engine lockout, low suction shutdown, automatic stop during automatic weekly test for low oil pressure and high water temperature are all OlD user programmable features. Manual Mode: If a control logic failure occurs, two crank pushbuttons are provided that will bypass all internal logic and allow manual operation of the engine. Options Option H: Space Heater If the ambient atmosphere is especially damp or humid, a space heater rated at 100 watts may be supplied to reduce moisture in the cabinet. A thermostat is supplied as standard with this option. A humidistat may be substituted at no additional charge. Option N: Step-down Transformer When AC voltage exceeds 240 VAC single phase, an integral transformer may be provided for operation from 380 to 600 VAC 50/60 Hz input. Exact voltage and frequency must be specified when ordering. Option W: 24 Inch (609.6 mm) Legs Provided for free standing installations when wall mounting is not practical. If specified, lifting eyes may also be supplied. Enclosure The following NEMA type enclosures are also available: 3R, 4, 4X (Painted Cold Rolled Steel), 4X (304 or 316 Stainless Steel), and 12. Fire Pump Controller For Diesel Driven Fire Pumps _____________________________________________________________________________________________________________ Metron, Inc. • 1505 West 3rd Ave., • Denver, Colorado 80223 • (303) 592-1903 • EMAIL: sales@metroninc.com • FAX (303) 534-1947 Bulletin FD4 04/09 v1 Specifications General Controller Description The Fire Pump Controller shall be factory assembled, wired and tested as a unit and shall conform to all requirements of the latest edition of NFPA 20, NFPA 70 and be Third Party Listed by Underwriters Laboratories (UL) and Approved by Factory Mutual (FM). The controller shall be available for either 12VDC or 24VDC systems. Controller Equipment Features The controller shall include the following standard features: • NEMA Type 2 drip proof metal wall mount enclosure • Dual Battery chargers, 10 amp microprocessor temperature compensated with integral volt/amp digital display and integral LEDs for indication of AC Power On and Battery Power On • Two outer door mounted crank pushbuttons and two inner panel mounted battery on/off switches • Outer door mounted key operated AUTO, OFF, MANUAL, mode selector switch • Operator Interface Device (OID) with 4 lines by 20 character display with large character backlit LCD capable of being read in both direct sunlight or dark lighting conditions • 12 pushbuttons for easy screen navigation, alarm reset, and horn silencing • Multicolored LED’s for alarm and mode annunciation • LEDs shall be labeled with removable labels to allow for easy field modification if additional alarms and/or language changes • All controller settings shall be programmable through the OlD and shall be protected by two password levels • All features shall be enabled or disabled through the OlD, no jumpers or external wires shall be needed or allowed to activate or de- activate a feature • The system status data shall be displayed on the OlD. The displayed items shall include: Speed Switch Failure, Contactor Coil Failure, System pressure, Battery 1 Voltage, Battery 2 Voltage, Battery 1 Charger Amps, Battery 2 Charger Amps, Current time and date, Number of starts, Total engine run hours, Displayed countdown timers for: Sequential engine start and engine stop, and Time until AC Power fail start, Status of Automatic Stop Setting. LED indication of Loss of DC Power. • Audible horn with horn silence feature for silenceable alarms • Lamp test feature • English or Spanish languages selectable through the OlD • Microprocessor based logic with real time/date clock capable of running a minimum of 14 days without DC power connected to controller and non-volatile flash memory to permanently store the continuous pressure log, event log, alarm log and all user changeable set points and system data. Battery backup of any kind not allowed. • Input and output status LED’s to provide visual indication of each discrete input’s or output’s on/off status • One RS485 Serial Port • MODBUS Communication Protocol via RS485 port • All wiring terminals on PCB’s shall be removable type Auxiliary alarms: As standard the controller shall include 6 discrete auxiliary inputs, 8 form ‘C’ auxiliary relay outputs. These auxiliary inputs and outputs are in addition to those mandated by NFPA 20. All auxiliary inputs, outputs, and OlD LED’s shall be field programmable through the OlD. This permits a multitude of customizable controller configurations to meet each installations unique needs without adding cost to the controller. The use of jumpers, soldering, or other external components is not allowed. The user can select any 8 of the following auxiliary alarms that can be programmed and recorded in the event/alarm logs and annunciated with an LED and output relay contact: ENGINE QUIT FAULT HIGH ENGINE OIL TEMPERATURE PRESSURE TRANSDUCER FAULT LOW JACKET WATER FLOW PUMP ON DEMAND LOW JACKET WATER LEVEL LOW DISCHARGE PRESSURE LOW HYDRAULIC PRESSURE HIGH DISCHARGE PRESSURE GAS DETECTION REMOTE START SIGNAL LOW FIREWATER PRESSURE DELUGE VALVE START AIR DAMPER CLOSED HIGH FUEL LEVEL AIR DAMPER OPEN FUEL SPILL LOW PURGE PRESSURE FUEL TANK RUPTURE LOW GEAR OIL PRESSURE LOW PUMP ROOM TEMPERATURE LOW COOLANT LEVEL RESERVOIR LOW HIGH GEAR OIL TEMPERATURE RESERVOIR EMPTY HIGH VIBRATION RESERVOIR HIGH LOW FUEL PRESSURE FLOW METER ON HIGH EXHAUST TEMPERATURE RELIEF VALVE OPEN HIGH FUEL TEMPERATURE LOW SUCTION PRESSURE PUMP ON DEMAND Data logging: The controller shall have separate data logs for storing system event and pressure data that is readable through the OlD or printable on the internal printer. The data logs shall be stored on a removable SD memory card. The file format shall be standard ASCII text. These logs shall be as follows: Pressure Log: The controller shall have a Pressure log with continuous pressure recording one month of data. Each day’s data shall be in a separate file. The pressure log samples shall be time and date stamped and stored in permanent non-volatile flash memory. The pressure log shall be searchable by each sample, by minute, or by hour. Event Log: The event log shall be capable of storing no less than 3000 events. These events shall include any of the following events/alarms: BATTERY 1 FAULT SYSTEM AUTO MODE BATTERY 2 FAULT ENGINE LOCKOUT SIGNAL BATTERY 1 LOW VOLTAGE SYSTEM AUTO MODE BATTERY 2 LOW VOLTAGE SYSTEM MANUAL MODE CHARGER 1 FAULT SYSTEM OFF MODE CHARGER 2 FAULT SYSTEM TEST RUN AC POWER FAIL ALARM RESET ENGINE OVERSPEED LOW PRESSURE CONDITION ENGINE FAILED TO START LOW PRESSURE START ENGINE QUIT DELUGE START ENGINE LOW OIL PRESSURE REMOTE START ENGINE HIGH WATER TEMP AC POWER FAIL START PRESSURE TRANSDUCER FAULT HORN SILENCED STOP PUSHBUTTON PRESSED PRESSURE DROP SPEED SWITCH FAILURE CONTACTOR COIL FAILURE (PLUS ANY OF THE 8 PROGRAMMABLE AUXILIARY ALARMS LISTED ABOVE) Each event or alarm recorded in the either event log or alarm logs shall have the following data recorded with the event/alarm: • Time and Date of Event or Alarm • System Pressure • Descriptive Text Message of the Event/Alarm • System Auto Mode Status • Engine Running Status • Charger 1 Status • Charger 2 Status • Battery 1 Status • Battery 2 Status The internal logic of the controller shall be capable of operation in a temperature range of 4.4°C to 40°C and high, non-condensing, humidity levels. The controller shall be manufactured by Metron Inc. NOlES: eo!ITACl'ORCOILFAILUIE ~ •i ~ §J§J8EJ§J GEJG~~ ~ DETAIL A ALL DIMENSIONS IN INCHES AND CEN11ME1ERS ([]) 0 ~ 3.0 3 [9 6.5 2.7] 28.0d [71.1] • ~ [I ~ 11111110 SEE DETAIL A O= ~· -u 35. [88. 0 9] [7.6]~ ~ 4.0 [10.1] 28.0 [71.1] BOTIOM VIEW pl! OT pfV!Cf I EGENp R1. CID-OPERATOR INTERFACE DEVICE R2. AUTO-OFF-MANUAL SWITCH R3. MANUAL CRANK 1 PUSH BUTTON R4. MANUAL CRANK 2 PUSH BUTTON R5. STOP PUSH BUTTON RS. ALARM HORN ENCLCSURE1 NEMA 2 PAINTED STEEL IWMN 1-12-04 i.;a:;;;om;;::''"°':e."i'IF.,._~2-;;.;0:;;B-;;.;O"I~ METRON, INC. ""° m.Jt. 2-06-0 tEMIEI\ co. OUTLINE DIMENSIONS MODEL FD4 -MICROPROCESSOR ENGINE DRIVEN FIRE PUMP CONlROLLER ...,_ CD336258 40 60 70 80 110 FU-20 BATIERY """"'"" BATIERY 1 1--~'""'1-t<'~ (~+~):"":::::;::::i f--+"t"-------t-"'"'I • t---.----t.j1l1--=-, I I I " ~: ~: ~+;---~-., I I ENBI£ : I L...f4L-TERNA'RJR I : ~-e--1 I I I I I I : I BATIERY 2 : ·---+---t.j111--=-., " .. ,, "'""' """ I I I I I I I I rt-~~~~-+-~--Hf---~~~~~~~~~~~~"t-111 ____________ ., .. .. BAT2 SYfTOt ""' " .. .. .. .. " BATTl1 atANK 80 -1..!!71 71 • • BATTf2 CRANK 91 -1..!!72 72 • • • m ... BATIERY~ II "1E•::J"'!i:~.,f-''"'"'----(S)--ff--<i,_ ____ __,,,~ " COM NC BATIERY~ f2 IN 04 '""'i ,!l oe f{l]f--"100~----500 04-----~"'"" ~ ENGKLDCl«lfr ~----if----- DELUGE VALVE ~-----:lf------ AEllOlE START ~----11------ AUX IN fl/PREnllE SW. ~--------o-r---I AUX IN 1'l/U111 INTAICE SW. : ~ ~ _,. AUX fl I _,___ I ~----o o---~ MIX INPUT 14 I ~----o---1..,_o----+ AUX INPUT f5 I ~--------o--1..,_o----~ AUX INPUT fa I _,___ I ~--------0 o----...J l£GENO: [I] -MB = FD4 MOlHERBOARD 1/0 lERMINAL (JI] -DB = FD4 DAUGHlERBOARO 1/0 lERMINAL (NOTE 1)-TO REDUCE lHE RISK Of ARE, REPLACE ONLY \\llH -we • D7 • DB 100 ... "' 0 oi ~ §) §) El El §] GBGG~ ~ amc ..... SCHEMATIC DIAGRAM FD4 DIESEL ENGINE -SAME TIPE AND RATING Of FUSE AS ORIGINALLY INSTALLED. FIRE PUMP CONTROLLER 71 • 72 1D , ... B STAR'IER CONTACTCR I SCI I -------0---., STAR'IER CONTACTOR : SC2 I -------0----. I +we 9.IPPLEDI GINE RUhNNG BY opus I --I~----• I I I I I I I ~----' : I OI. PRESSllRE I ---<>;ro---+ I .. ,.. .... l ----~-,. SYS1DI ENGINE 04ASSIS -'t'DC 11¥11 GAOUN> -WC ("1) Ml 02-02-04 u 02-00-04 ~M~ INC. mJt 02-08-04 DENVB\ CXl CS33613E --N1S ..... 1CF2 HORN200 """" -WC ""' ( ... ) B ... ENGINE otASBIS GROINJ-WC ~ I I I I I I I FUEL IWNOI) : -------&---t ir:::-~~~~~~~~~_J!!!..~~~~~~--l~~~~~~~--f ENCINESTOPSOlENOml 'I " -------§---4 I I I I I I I I I I I I I I I I I I I I I I I -MOlHERBOARD DAUGHlERBOARD lllm< .AJMPER SETTINGS ' JUMPER SETTINGS GND I AINOI J17,Jl8 0-1llNIFS CJfARGER .... mA OR (OPTION J) SCHEMATIC DIAGRAM 1..,1...,. °<~~ FD4 DIESEL ENGINE FIRE PUMP CONTROLLER .. 02-02-04 u. 02-06-04 ,,.,,. 02-06-04 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I & ENCIME otASSIS .......,_""' ~ MEl'ROIC, INC. DENVEl\00 CS33613E --.,. _,. 2 CF 2 REVISIONS SYM DESCRIPTION DATE APPROVED 620881 ASSEMBLY NOTES: E MOD. NOTES & DIM ECO 2995 CONDULET, 1/2"', LB19 (1290) CONDULET GASKET (1663) CONDULET COVER (1430) BRASS NIPPLE, 1/2"' CLOSE (1856) REDUCER 2"' PIPE THREAD (1838) UNION, #68C-6-8 3/8"" TUBING TO 1/2"" MALE PIPE (4048) BRASS TUBING 3/8"'X L (3119) UNION, #66C-6-2 3/8"' TUBING TO 1 /8"' PIPE (1844) LIQUID LEVEL SW. DELAVAL #LS-1800 (1075) 1. AA10519-1 REFERS TO DOC. 348 & 349 TO DETERMINE LENGTH PLUS 4.8"'. THIS SWITCH CLOSES ON FALLING LIQUID LEVEL. 2. AA10519-2 REFERS TO LENGTH OF ASSEMBLY WHICH SHOULD BE A TOTAL OF 24.0"' WHERE DIM IS SHOWN. THIS SWITCH CLOSES ON RISING LIQUID LEVEL. DRAWN J.V. (REDWN) 9-24-96 8-19-97 L + 4.8 (SEE NOTE 1) OR 24.0 (SEE NOTE 2) X.lo. TOLERANCES ARE: . x ± .030 .xx ± .015 .XXX ± .005 ANGLES ± O' 30' CHECK JSW 10-8-96 C-meffeuo METRON, INC . DENVER, CO REMOVE BURRS & SHARP CORNERS APPD X.lo. 10-14-96 ASSEMBLY, LIQUID LEVEL SWITCH ENGINE FIRE PUMP CONTROLLER AA10519E SCALE N. T.S. SHEET 1 OF 1 JOCKEY PUMP DATA 20 Dimensions and Weights 2SV Series 3500 RPM Stage Frame (1-Phase) Frame (3-Phase) L2 D1 (max.) Weights (lb) ODP TEFC ODP TEFC HP L1 ODP TEFC L3 L4 L5 M1 (ref.) M2 (ref.) ODP TEFC Liquid End ODP TEFC 2 ¾ 12.69 10.75 9.94 11.69 11.69 5.06 5.19 6.19 21 24 28 3 1 13.63 10.63 11.19 12.69 12.69 6.19 22 32 40 4 1½ 14.63 10.69 13.63 13.63 5.75 24 40 43 5 56C 56C 2 15.63 11.19 12.06 8.88 14.63 14.63 25 43 51 6 16.63 9.88 15.63 15.63 5.56 7.19 26 7 17.56 10.81 16.63 16.63 7.19 28 8 3 18.56 11.56 13.88 11.81 17.56 17.56 5.50 30 51 56 9 19.56 12.81 18.56 18.56 31 11 21.50 14.75 20.56 20.56 33 13 182-4TC 182-4TC 5 23.50 16.75 22.50 35 75 85 15 25.44 18.69 24.44 39 16 26.44 13.94 15.44 26.44 6.88 6.63 8.50 8.50 40 18 28.44 28.44 42 20 184TC 184TC 7½ 30.44 30.44 44 101 124 22 32.44 32.44 46 L1 L1 +L2 L2 D1 FILL 3/8 BSP DRAIN3/8 BSP 9.84(250)1.77 (45) 2.95(75) M1REF M2REF L1 L1 +L2 L2 FILL 3/8 BSP DRAIN3/8 BSP 4.92(125)1.77(45) 2.95(75) L3 Ø 3.94 B.C.(100)Ø .71 (18)4 HOLES 5.51(140) 1¼" CLASS 300 6.30 (160).79(20) 1.97(50) 1¼ NPT 1¼" NPT L4 + L2(overall) L4 (liquid end) L5 + L2(overall) L5 (liquid end) 12.60(320)8.27(210) 1.97 (50)1.64 (41.7) SVC FLANGE SVA SVB SVD VICTAULIC All dimensions are in inches (mm). 7.09 (180) 3.94 (100)Ø .51 (13) 21 2SV Curve 3500 RPM 0 100 200 300 400 500 600 700 0 10 15 45 US GPM FEET TO T A L D Y N A M I C H E A D CAPACITY 40 50 60 EF F % 2SV 60 Hz3500 RPM 0 0.5 HP / S T AG E 0 5 m3/h 0 50 100 150 200 250 300METERS 800 900 0 8 14 30 4321 10 6 kW / S T AG E 0 .30 .20 .10 5 4 2 0.25 40352520 12 275 225 125 175 75 25 NP S H r 0 2 4 1 3 (m)(ft) * For vertical shaft installation only. 16 – 22 STAGES* 2 – 15 STAGES 22 STAGE 20 STAGE 18 STAGE 13 STAGE 11 STAGE 9 STAGE 8 STAGE 6 STAGE 5 STAGE 4 STAGE 3 STAGE 2 STAGE 7 STAGE Eff. BHP 16 STAGE 15 STAGE JOCKEY PUMP CONTROLLER DATA Metron M-15 A DIVISION OF HUBBELL Bulletin MP15 V12   Series MP15 Micro Processor Full Voltage, Across the Line MP15 Jockey Pump Controller Metron’s Model MP15 Jockey Pump is small, lightweight, technologically advanced microprocessor based controller intended for across-the-line starting of squirrel cage motors. MP15 controllers are for fire protection system applications where it is desirable to maintain uniform system water pressure by the use of an automatic pressure maintenance pump. The MP15 Jockey Pump Controller serves over-all system efficiency by detecting minor fire protection water system leakage. By bringing jockey or make-up pumps on line, they maintain pressure within set point limits without unnecessary cycling of the main fire pump. A DIVISION OF HUBBELL Bulletin MP15 V12 Standard and Optional Features  Solid State contactor drive for increased reliability  Field updatable via USB  Multilingual  System pressure readout without opening the door  Combination motor protector through door disconnect provides overload and short circuit protection without fuses  Horsepower rated motor starter  HAND-OFF-AUTO selector switch  Minimum Run timer  Pump Start Delay timer  Power Available LED  Pump Running LED  Event history Data log  Door mounted backlit LCD display/user interface with adjustable back lighting.  Control transformer  Diagnostic LED’s  0-600 PSI Transducer Standard Features Options  USB enhanced data logging capability  Power and communications, eight channel I/O expansion board with Form C contacts  Space heater with thermostat  Consult factory for additional options.  Suitable for use as Service Equipment  600 PSI  Type 4 & 4X enclosures  Tropicalization  CE approved (standard on Eledyne models)  Four user programmable output relays A DIVISION OF HUBBELL Bulletin MP15 V12 Specifications Features The Fire Jockey Pump Controller shall be factory assembled, wired and tested as a unit and shall conform to all requirements of the latest edition of NFPA 20, NFPA 70 and be Third Party Listed by Underwriters Laboratories (UL) 508A standards for industrial controls. The controller shall be available for 208, 230, 380-415, or 480 volt three phases and 115,208,240 single phase.  Settings shall be programmable through the OID display.  3 pushbuttons for easy screen navigation  All features shall be enabled or disabled through the OID  The system status data shall be displayed on the OID. The displayed items shall include: System pressure, System Events and Notifications, Current time and date  Short circuit rating 100KA @ 115-240VVAC, 50KA @380-480 VAC, 25KA @ 575-600 VAC  The controller shall have separate data logs for storing system data that is readable through the OID  The event log shall be capable of storing no less than 3000 events  The internal logic of the controller shall be capable of operation in a temperature range of 5oC – 50oC and high, non-condensing, humidity levels. Approvals Listed by Underwriters Laboratories in accordance with UL508A, Standard for Industrial Controls.  CE – Optional  EMC Tested Ratings  120V-600V, 50/60Hz, single phase or 3 phase  Short circuit rating 100KA @ 115-240VVAC, 50KA @380-480 VAC, 25KA @ 575-600 VAC  Type 3R enclosure  Operational temperature 42o F -122oF (5oC – 50oC)  0-600 psi pressure transducer Features  System pressure readout without opening the door  Combination motor protector through the door disconnect provides fuseless overload and short circuit protection  Horsepower rated motor starter  HAND-OFF-AUTO selector switch  Minimum Run timer  Pump Start Delay timer  Power Available LED  Pump Running LED  Event history Data log  Door mounted backlit LCD display/user interface with adjustable back lighting.  Control transformer  Diagnostic LED’s  Solid State contactor drive for increased reliability  Field updatable via USB  Multilingual NEMA Type3 Rd r ip proof metal freesstanding enclosure 4 I 3 ----4.o-.o: .OC>-- j-3.0D--j ISCONNECT II\ Ol SWITCH "" B . . I L ·~·1~ 13.00 .O~A. E!ll!ll!I • n: 12 22 SWITCH DIGITAL DISPLAY . v u • /nAlElCONNECTION n / .I ~/ f "I~ {s -·- SINGLE PHASE HP VAC . 25 -0.5 115 .25 - 1 200 .25 - 1 240 A THREE PHASE HP VAC .25 - 2 200 .25 - 2 208 .25 - 3 240 .25 - 5 380/415 .25 - 5 460/480 .25 -7.5 575/600 4 I 3 • 2 I 1 REVISIONS REV. DATE DESCRIPTION BY -8.00-12.:: [ I ..... ..... - -7.00-~.QC>-- -ro 0 . 1156 ] 13 00 1200 . I Q;;l:I + ==i-0 0 NOTES: 1. FIELD TERMINAL WILL ACCEPT COPPER WIRE ONLY. 2. MOTOR TERMINALS VARY WIDELY BETWEEN MANUFACTURERS. PLEASE REFER TO MOTOR CONNECTION DIAGRAM ON THE MOTOR FOR VERIFICATION . 3. PROPER PHASE SEQUENCE {A,B,C) SHOULD BE OBSERVED, TO MAINTAIN PROPER MOTOR ROTATION. 4. INCOMING CABLE SIZE TO BE 125% OF MOTOR FULL LOAD CURRENT. REFER TO WIRE SIZE TABLES IN NFPA 70. HCJW801000 SMALL STANDARD ENCLOSURE . o.x ± .050 I I ± .002 DIMEN. ~ o.xx -± .020 I " .~ -± ,. ~eli o.xxx -± .005 ~~ -UNDIM. -/!'.:::. DATA & OUTLINE DRAWING MP15 MICRO JOCKEY FIRE PUMP CONTROLLER NEMo\ 3R SIW.L ENCLOSURE 90'±T R.M.S. IAlE: B/212013 DR.S. JUDD I CK. I APPR. (<fi{il>] Division of1~~1ub~ll !CD, Inc. DRG. NO. 4301 Cheyenne Drtve Ardldale, N.C. 27263 l OF' 1 HCMPlSD-801-•2 I 1 B ~ A r----------1 COMPONENTS FUNCTION LOCATION CONTACTS L 1 I OLR I 1MC 1 0--+-0 -.rY .ri T1 I --~ ' 0 1MC MOTOR CONTACTOR I I 12 2 I I 1PS PRESSURE TRANSDUCER 18 L3 I I I I 3 0--+-0 ---T3 --0 L __________ J HOA HAND/OFF /AUTO SELECTOR SW. 1.) 4 MCP MCP MOTOR CIRCUIT PROTECTOR 5 I 6 7 8 1 3 g 1 3 -10 J4 " 0 I Jl + 4 u ·B 12VDC 5 51 J 11 s B I 1 12 000000 SPD1 -+ '--SPD2 2 1 HAND OfF AU TO 13 0 v Al MC A2 ~"i/ POWER ~r: :__ NOTES FOR FIELD WIRING: METRON -HUBBELL SUPPLY • 1) USE COPPER WIRING ONLY EXCEPT 14 MICRO-JOCKEY I J2 AT TERMINALS MARKED CU-AL, HC90771002 HOA 3 1sw-1 4 15 N-:):- 60'C FOR TERMINALS RA TED L H-0-A LESS THAN 100 AMPS IJ3 4-20mA f----1 TRANSDUCER I 3 -:!:-SWITCH SENSOR 1 16 17 18 1 ~ ., '. dl\lr~I 1-......... "i.1r'-' ·-OIMEN . ~ STANDARD SCHEMATIC DIAGRAM OPTIONS UST -OPTIONS MARKED Ga·•-... ·tttt? . .. MP15 MICRO JOCKEY PUMP CONTROU.ER >.'in ·l'fl'I)! WITH AN "X" ARE INCLUDED ..... ~ .... UNOIM. SINGLE PHASE C H l M S U V X Y CUSTOM CADD NO.: H~P15S1P 90··· I I I I I I I I I x IU4.S. DATE :10/17/2013 DR. DAMA I CK. I APPR. Cii~ ~Im METRON DRG. NO. DMIDI d HlbbeNCD, Inc. '4301 0111','emB DrlYe Ata!dale, N.C. 27263 1 OF 1 HCMP15S1P FLOW METER DATA PUMP GPM 25 50 100 150 200 50 3 50 500 750 1000 1250 0 2000 2500 3000 3500 4000 4500 5000 Optional to Pump Inlet VENTURI SYSTEM MODEL NO . K-2 5-1'/• 616 K-50-2 685 K100-2 ''2 746 K-150-3 766 K-200 -3 766 K-250 -4 K-300-4 K-450 -4 -500-5 K-750-6 743 K-1000-6 K-1250-6 K-1500-8 K-2000-8 K-2500 -8 K-3000-8 750 K-3500-10 755 K-4000-10 755 K-4500-10 755) K-5000-12 (750 I I I 11>1 Supply from City Main or Reservoir PIPE SIZE 1 '//' 2" 2 ''2" 3" 3" 4" 4" 4" 5" 6" 6" 6" 8" 8" 8" 8" 1 O" 1 O" 1 O" 12" -RATING 500 PSI - (BUTT WELD , GROOVED ENDS & 300 # FLANGED) -RATING 275 PSI - (FOR 150 #FLANGED UNITS ONLY) A CA LIBRATED VENTURI AND ATTACHED GPM METER INSTALLED O N THE DISCHARGE OF A FIRE PUMP TO ACCURATELY DETERMINE PUMP PERFORMANCE. 4 '//' DIAL METER IS SHIPPED FOR MOUNTING ON VENTURI BRACKET. IF M ET ER IS TO BE REMOTE MOUNTED, CONSULT FAC T ORY ON SPEC IA L HOSE L ENGTHS. LISTED BELOW ARE THE MOST COMMON MODEL "K " FM APPROVED PUMP GPM/LINE SIZE COMBINATIONS OF FIRE PUMP TEST METERS. DUAL LPM/GPM SCALES AVAILABLE. METER RANGE WELDED or GROOVED *FLANGED VENTURI LENGTH MIN . & MAX. GPM VENTURI LENGTH 150# RF 300# RF 12.5-50 Threaded onl 3 3//' 25-100 Threaded on l 4 '//' 50 -200 3" W ELD 4 " 9 ''2" 10" 75-300 3 ''2 " WELD 4 3/s" 9" 10 '//' 100-400 3 ''2 " WEL D 4 3/s" 9" 1 O'//' 125-500 3 ''2 " WELD 3 3//' 9 ''2" 10 3//' 150-600 3 1/2 11 WE L D 3 3//' 9 ''2" 10 3//' 225-900 3 '/,'' WELD 3 3//' 9 ''2" 10 3//' 250-1000 5" 12 " 13 '//' 37 5-1500 6" 13 " 14 '//' 500 -2000 6" 13" 14 '/4' 625-2500 6" 13" 14 '/4' 750-3000 7" 15" 16 '/4' 1000-4000 7" 15" 16 '/4' 1250-5000 7" 15" 16 '//' 1500-6000 7" 15" 16 '/.'' 1750-7000 8" 16" 17 3/4' 2000-8000 8" 16" 17 3//' 2250-9000 8" 16" 173//' 2500-10000 12" 21 " 22 3/4' GERAND GPM METER -VENTURI PACKAGE *SPECIFY RAISED OR FLAT FACE OSY or Indicating Butterf ly By -Pass Valve \. -'4-._F_lo_w_ F low ... SUGG ESTED PIPING DIAGRAM "A " OSY Valve / To System OPERATING INSTRUCTIONS FOR GERAND FIRE PUMP TEST METER 1. Close System OSY Valve "A". 2. Open OSY By -Pass Valve and "B" Butterfly Throttle Valve . 3. Purge meter located on Venturi as follows: Open station shut-off valves (below meter) and vent valves (above meter). When a steady stream of water is passing through each plastic hose, meter is purged of air. Close vent valves after air purging . 4. Start Fire Pump and read meter in GPM . 5. Refer to pump GPM requirement and adjust throttle valve for this requiremen t. 6. After test. open OSY Valve "A" and close By-Pass and "B" Valves . GERAND ENGINEERING CO. 11504 K-TEL DRIVE• M I NNETONKA, MN 55343 •PHONE: 952-374-1320 • FAX: 952-374-1758 VALVE & FITTING DATA PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: MUELLER® Description Material Material Standard G-1 Cap Nut Bronze ASTM B62 G-3 Hand Wheel Cast Iron ASTM A126 CL.B G-4 Washer Brass G-5 Bush Nut Bronze ASTM B584 G-7 Gland Nut Bronze ASTM B21 Alloy 464 G-8 Packing Gland Ductile Iron ASTM A536 Grade 65-45-12 G-10 Gland Bolt Stainless Steel Type 304 G-11††Yo ke Bolt & Nut Stainless Steel Type 304 G-16 Bonnet Bolts & Nuts Stainless Steel Type 304 G-23 Stem Packing Lubricated Flax G-206 Guide Cap Bearings Celcon G-209 Wedge, Rubber Encapsulated Cast Iron**ASTM A126 CL.B G-211 Bonnet Gasket Rubber ASTM D2000 G-212 Body Cast Iron ASTM A126 CL.B G-213 Stem Bronze ASTM B138 G-214†Bonnet & Yo ke w/Bushing Cast Iron ASTM A126 CL.B G-215††Bonnet Cast Iron ASTM A126 CL.B G-216††Yo ke Cast Iron ASTM A126 CL.B G-217 O-ring Nitrile ASTM D2000 G-218 Disc Nut Bronze ASTM B62 G-219 Stem Nut Pin Stainless Steel Type 304 Catalog Part No. Mueller ul/FM - 9.05 O.S.&Y. Resilient Wedge Gate Valve • 2-1/2", 3", 4", 6", 8", 10" and 12" SIZES • MEETS OR EXCEEdS aLL aPPLICaBLE REQUIREMEnTS OF UL 262 and FM 120/1130 SPECIFICaTIOnS and COMPLIES WITH nSF-61 • IROn BOdY WITH MUELLER® PRO-GaRd™ FUSIOn EPOXY COaTEd InTERIOR & EXTERIOR SURFaCES • OUTSIdE SCREW and YOKE (O.S.&Y.) • FLanGEd End dIMEnSIOnS and dRILLInG • RUBBER EnCaPSULaTEd IROn WEdGE • adJUSTaBLE PaCKInG • HandWHEEL – OPEn LEFT OR OPEn RIGHT • 200 PSIG (1379KPa) MaXIMUM WORKInG PRESSURE - 400 PSIG (2758 KPa) STaTIC TEST • EPOXY COaTInG MEETS OR EXCEEdS anSI/aWWa C550 and COMPLIES WITH nSF-61 See page B-1-22 for ordering insturctions. *All dimensions are in inches. All weights are in pounds and are approximate. ** Fully encapsulated in molded rubber with no iron exposed. † 2-1/2" - 6" sizes have a one-piece bonnet & yoke. ††8" - 12" sizes have a two-piece bonnet & yoke. q R-2360-6: O.S.&Y. RESILIEnT WEdGE GaTE VaLVE WITH FLanGE EndS PARTS LIST DIMENSIONS Dimension*2-1/2"3"4"6"8"10"12" A 19.50"19.25"23.68"31.38"38.50"47.00"53.50" AA 15.75"15.50"19.00"24.50"29.50"35.75"40.50" E 7.00"7.00"10.00"12.00"14.00"16.00"16.00" R 7.00"7.50"9.00"11.00"13.50"16.00"19.00" FF 7.50"8.00"9.00"10.50"11.50"13.00"14.00" UU 5.50"6.00"7.50"9.50"11.75"14.25"17.00" FFF (number and size of holes)4--.75"4--.75"8--.75"8--.88"8--.88"12--1"12--1" Turns to open 11 11 14 20.5 27 33.5 39 Weight (lbs.)*68 72 130 194 289 448 596 Size FF Options • StainleSS Steel faStenerS: type 304 or 316 • aStM B98-C66100/H02 SteM DIMENSIONS C A B TYPICAL 2 1/2 – 3”/65 – 80 MM R A 3 C ED 1J 2 B K P 2 1 3 ½" NPT Upstream Drain ½" NPT Downstream Drain 2" NPT (Drain Optional) TYPICAL 4 – 8”/100 – 200 MM A C ED J 2 1 P B K 1 2 ½" NPT Upstream Drain ½" NPT Downstream Drain TYPICAL 10 – 12”/250 – 300 MM Size Dimensions- Inches/millimeters Approx. Wgt. Ea. Nominal Size Inches mm Actual Outside Diameter Inches mm E to E A B C D E J K P R Lbs. kg 2 1/2 2.875 3.88 4.26 3.57 ——————3.6 65 73.0 99 108 91 1.6 76.1 mm 3.000 3.88 4.26 3.57 ——————3.6 76.1 99 108 91 1.6 3 3.500 4.25 5.06 4.17 ——————4.5 80 88.9 108 129 106 2.0 4 †4.500 9.63 6.00 3.88 2.75 3.50 2.00 4.50 3.50 3.35 20.0 100 114.3 245 152 99 70 89 51 114 89 85 9.1 5 †5.563 10.50 6.80 4.50 —4.17 2.15 5.88 4.08 3.98 27.0 125 141.3 267 173 114 106 55 149 104 101 12.3 139.7 mm †5.500 10.50 6.80 4.50 —4.17 2.15 5.88 4.08 3.98 27.0 139.7 267 173 114 106 55 149 104 101 12.3 6 †6.625 11.50 8.00 5.00 —4.50 2.38 6.67 4.73 3.89 38.0 150 168.3 292 203 127 114 61 169 120 99 17.2 165.1 mm 6.500 11.50 8.00 5.00 —4.50 2.38 6.67 4.73 3.89 38.0 165.1 292 203 127 114 61 169 120 99 17.2 8 †8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64.0 200 219.1 356 251 154 128 144 55 225 144 146 29.0 10 10.750 17.00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 —100.0 250 273.0 432 305 180 151 170 55 277 171 45.4 12 12.750 19.50 14.00 8.06 6.91 7.64 2.51 12.81 7.73 —140.0 300 323.9 495 356 205 176 194 64 925 196 63.5 † VdS Approved Series 717 FireLock check valve is a CAD-developed design that is hydrodynamically efficient. A totally rubber encapsulated disc on 4 – 12"/100 – 300 mm sizes provides superior corrosion resistance. This single disc design incorporates a spring assisted feature for non-slamming operation. For systems requiring a Riser Check option refer to section 10.09. The 4"/100 mm and larger sizes are provided with upstream and downstream drains and a welded-in nickel seat design. All sizes of Series 717 can be installed in the vertical or horizontal position to provide leak-free sealing under conditions as low as five feet of head. Each valve is factory tested to 500 psi/3440 kPa. The 2 1/2 and 3"/65 and 80 mm sizes are UL/ ULC Listed and 4"/100 mm sizes and larger are UL/ULC Listed and FM Approved for services up to 250 psi/1725 kPa. Sizes 4 – 8"/100 – 200 mm (except 165.1 mm size) are VdS approved. Grooved ends allow fast, easy installation with just two Victaulic couplings or the valve may be mounted to flanged (ANSI CL.150) equipment using either to Victaulic Style 741 Vic-Flange® or Style 744 FireLock flange adapters on either end. 10.08_1 FireLock® Check Valves SERIES 717 10.08IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES JOB/OWNER CONTRACTOR ENGINEER System No. __________________________Submitted By ________________________Spec Sect ____________ Para __________ Location ____________________________Date ________________________________Approved ___________________________ Date ________________________________ WWW.VICTAULIC.COM VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. 2 1/2 – 3"/65 – 80 mm sizes PPS coated. 4 – 12"/100 – 300 mm sizes painted black enamel. Body Seat: 21/2 – 3"/65 – 80 mm sizes PPS coated. 4 – 12"/100 – 300 mm integrally welded on nickel alloy. Disc Seal or Coating: • Grade “E” EPDM EPDM (Green color code). Temperature range –30°F to +230°F/–34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Discs: • 2 1/2 – 3"/65 – 80 mm Aluminum bronze conforming to ASTM B-148 with Grade “E” Seal. • 4 – 12"/100 – 300 mm ductile iron conforming to ASTM A-536, grade 65-45-12, fully encapsulated in Grade “E” elastomer. Shaft: 2 1/2 – 3"/65 – 80 mm Type 416 stainless steel. 4 – 12"/100 – 300 mm Type 316 stainless steel. Spring: All sizes Type 302/304 stainless steel. Shaft Plug: 2 1/2 – 3"/65 – 80 mm only; SAE Hex Socket Type conforming to ASTM A-576, cadmium plated to military specifications QQ-P-416A, class 3 type 2. 4 – 12"/100 – 300 mm only; carbon steel zinc plated to ASTM B-633. Pipe Plug: 4 – 12"/100 – 300 mm only; carbon steel zinc plated to ASTM B-633. 10.08_2 FireLock® Check Valves SERIES 717 10.08IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H FLOW CHARACTERISTICS The chart below expresses the flow of water at 65ºF/18ºC through a full open valve. 800 3,000 8,000 6.05.0 4.0 3.0 2.0 1.00.90.80.7 0.6 0.5 0.4 0.3 0.2 0.1 10 20 30 40 50 60 80 100 200 300 400 600 1,000 2,000 4,000 6,000 10,000 20,000 2 ½" & 7 6 . 1 m m 5" & 1 3 9 . 7 m m 3"4"8"6" & 1 6 5 . 1 m m 10"12" P R E S S U R E D R O P – p s i FLOW RATE – G.P.M. 10.08_3 FireLock® Check Valves SERIES 717 10.08IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H WARRANTY This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. NOTE Refer to the Warranty section of the current Price List or contact Victaulic for details. Reference should always be made to the I-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. INSTALLATION 10.08 FireLock® Check Valves SERIES 717 10.08IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES WCAS-77LKQ6 For complete contact information, visit www.victaulic.com 10.08 1479 REV H UPDATED 10/2007 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. MATERIAL SPECIFICATIONS The Series 705W butterfly valve features an approved weatherproof actuator housing approved for indoor or outdoor use. It has a ductile iron body and disc with EPDM disc coating. The body is coated with a heat fused polyphenylene sulfide blend to meet FM requirements. Designed for fire protection services only. Series 705W valve is UL Listed and FM Approved for 300 psi/2065 kPa service. Contact Victaulic for details of agency approvals. WEATHERPROOF ACTUATOR Supervisory switches that monitor the valve in the fully open position for valves are available 2 1/2 – 12"/65 – 300 mm pre-wired (PW). OPTIONAL SUPPLY-SIDE TAP Series 705W valves are available with a 1/2" NPT supply side tap designed to allow direct water supply connection to Victaulic FireLock actuated fire protection valves. See separate drawings below. This is an optional feature and must be clearly noted on all orders. Body: Ductile iron conforming to ASTM A-536, coated with polyphenylene sulfide blend. Disc: Ductile iron conforming to ASTM A-536, various grades, EPDM coated. Disc Coating: • Grade “E” EPDM EPDM (Green color code). Temperature range –30°F to +230°F/–34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Stem Bearings: Teflon impregnated fiberglass with stainless steel backing. Stem Bearing Nuts: Type 416 Stainless Steel. Tap Plug: Carbon steel, plated. O-Ring: EPDM Bracket: Carbon steel, painted. Actuator: • 21/2 – 8"/65 – 200 mm: Bronze traveling nut on a steel lead screw, in a ductile iron housing. • 10 – 12"/250 – 300 mm: Steel worm and cast iron quadrant gear, in a cast iron housing. 10.18_1 FireLock® Butterfly Valve SERIES 705W WITH WEATHERPROOF ACTUATOR 10.18IPS CARBON STEEL PIPE – FIRE PROTECTION VALVES JOB/OWNER CONTRACTOR ENGINEER System No. __________________________Submitted By ________________________Spec Sect ____________ Para __________ Location ____________________________Date ________________________________Approved ___________________________ Date ________________________________ www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_G MEA: 276-99-E CSFM: 7770-0531:113 0026 MATERIAL SPECIFICATIONS Handwheel: Size Version Inches mm cULus, LPCB, FM Black Inches mm VdS * Red mm 2 1/2 – 4 3.0 12565 – 100 76.2 5 – 6 4.5 200125 – 150 114.3 8 160 mm 250200 10 – 12 9 250 – 300 225 *VdS version not UL Listed, FM Approved or LPCB Approved. 10.18_2 FireLock® Butterfly Valve SERIES 705W WITH WEATHERPROOF ACTUATOR 10.18IPS CARBON STEEL PIPE – FIRE PROTECTION VALVES www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA.. REV_G DIMENSIONS – Size Dimensions – inches/millimeters Aprx. Wgt. Each Nominal Size inches mm Actual Outside Diameter inches mm End to End “A” Hgt. “B”“E”“F”“J”“O”“N” ‡“P” ‡lbs/kg 2 1/2 2.875 3.77 8.76 —4.21 6.08 3.00 0.00 *0.75 8.3 65 73.0 95.6 222.5 106.9 154.4 76.2 0.0 *19.1 3.8 76.1 mm 3.000 3.77 8.76 —4.21 6.08 3.00 0.00 *0.75 8.3 76.1 95.6 222.5 106.9 154.4 76.2 0.0 *19.1 3.8 3 3.500 3.77 9.40 0.08 4.21 6.08 3.00 0.00 *0.75 8.9 80 88.9 95.6 238.8 2.0 106.9 154.4 76.2 0.0 *19.1 4.0 4 4.500 4.63 10.84 0.07 6.01 6.98 3.00 0.73 1.13 14.9 100 114.3 117.6 275.3 1.8 152.7 177.3 76.2 18.5 28.7 6.8 139.7 mm 5.500 5.88 12.38 0.43 6.01 8.57 4.50 ——21.0 139.7 149.4 314.5 10.9 152.7 217.7 114.3 9.5 5 5.563 5.88 12.38 0.43 6.01 8.57 4.50 ——21.0 125 141.3 149.4 314.5 10.9 152.7 217.7 114.3 9.5 165.1 mm 6.500 5.88 13.41 1.00 7.51 9.32 4.50 1.60 1.88 26.5 165.1 149.4 340.6 25.4 190.8 236.7 114.3 40.6 47.8 12.0 6 6.625 5.88 13.41 1.00 7.51 9.32 4.50 1.60 1.88 26.5 150 168.3 149.4 340.6 25.4 190.8 236.7 114.3 40.6 47.8 12.0 8 8.625 5.33 16.50 1.27 9.65 10.98 6.30 0.00 *0.68 43.0 200 219.1 135.4 419.1 32.3 245.1 278.9 160.0 0.0 *17.3 19.5 10 10.750 6.40 19.14 1.72 12.20 16.19 9.00 ——80.0 250 273.0 162.6 486.2 43.7 309.9 411.2 228.6 36.3 12 12.750 6.50 21.54 2.66 14.25 17.22 9.00 ——102.0 300 323.9 165.1 547.1 67.6 362.0 437.4 228.6 46.3 * On Centerline ‡ These dimensions apply only to a Series 705W Butterfly Valve with a 1/2-inch NPT, supply-side tap 1. To prevent rotation of valves. it is recommended that Series 705W be installed with Victaulic Style 07 Zero-Flex®, Style 005 FireLock, Style 009/009V FireLock  EZ, or Style HP-70 Rigid Couplings. If Victaulic flexible couplings are used. additional support may be required. 2. Valve must not be installed with disc in full open position. Disc must be partly closed so that no part is protruding beyond end of valve body. 3. Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IPS) only. Not permitted for use with plain end (IPS) pipe. 4. Series 705W valves are designed for ambient weather conditions as opposed to submersible service.  B J F A O E ½" NPTSupply Tap N P F J B P N ½" NPTSupply Tap A E O 2 1/2 – 4-INCH/65 – 100-MM SIZES 5 – 12-INCH/125 – 300-MM SIZES 10.18_3 FireLock® Butterfly Valve SERIES 705W WITH WEATHERPROOF ACTUATOR 10.18IPS CARBON STEEL PIPE – FIRE PROTECTION VALVES www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_G DIMENSIONS – Size Dimensions – inches/millimeters Aprx. Wgt. Each Nominal Size inches mm Actual Outside Diameter inches mm End to End “A” Hgt. “B”“E”“F”“J”“O”“N” ‡“P” ‡lbs/kg 2 1/2 2.875 3.77 8.76 —4.21 6.08 4.92 0.00 *0.75 8.3 65 73.0 95.6 222.5 106.9 154.4 125 0.0 *19.1 3.8 76.1 mm 3.000 3.77 8.76 —4.21 6.08 4.92 0.00 *0.75 8.3 76.1 95.6 222.5 106.9 154.4 125 0.0 *19.1 3.8 3 3.500 3.77 9.40 0.08 4.21 6.08 4.92 0.00 *0.75 8.9 80 88.9 95.6 238.8 2.0 106.9 154.4 125 0.0 *19.1 4.0 4 4.500 4.63 10.84 0.07 6.01 6.98 4.92 0.73 1.13 14.9 100 114.3 117.6 275.3 1.8 152.7 177.3 125 18.5 28.7 6.8 139.7 mm 5.500 5.88 12.38 0.43 6.01 8.57 7.87 ——21.0 139.7 149.4 314.5 10.9 152.7 217.7 200 9.5 5 5.563 5.88 12.38 0.43 6.01 8.57 7.87 ——21.0 125 141.3 149.4 314.5 10.9 152.7 217.7 200 9.5 165.1 mm 6.500 5.88 13.41 1.00 7.51 9.32 7.87 1.60 1.88 26.5 165.1 149.4 340.6 25.4 190.8 236.7 200 40.6 47.8 12.0 6 6.625 5.88 13.41 1.00 7.51 9.32 7.87 1.60 1.88 26.5 150 168.3 149.4 340.6 25.4 190.8 236.7 200 40.6 47.8 12.0 8 8.625 5.33 16.50 1.27 9.65 10.98 9.84 0.00 *0.68 43.0 200 219.1 135.4 419.1 32.3 245.1 278.9 250 0.0 *17.3 19.5 10 10.750 6.40 19.14 1.72 12.20 16.19 9.84 ——80.0 250 273.0 162.6 486.2 43.7 309.9 411.2 250 36.3 12 12.750 6.50 21.54 2.66 14.25 17.22 9.84 ——102.0 300 323.9 165.1 547.1 67.6 362.0 437.4 250 46.3 * On Centerline ‡ These dimensions apply only to a Series 705W Butterfly Valve with a 1/2-inch NPT, supply-side tap 1. To prevent rotation of valves. it is recommended that Series 705W be installed with Victaulic Style 07 Zero-Flex®. Style 005 FireLock, Style 009/009V FireLock  EZ, or Style HP-70 Rigid Couplings. If Victaulic flexible couplings are used. additional support may be required. 2. Valve must not be installed with disc in full open position. Disc must be partly closed so that no part is protruding beyond end of valve body. 3. Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IPS) only. Not permitted for use with plain end (IPS) pipe. 4. Series 705W valves are designed for ambient weather conditions as opposed to submersible service.  B J F A O E ½" NPTSupply Tap N P F J B P N ½" NPTSupply Tap A E O 2 1/2 – 4-INCH/65 – 100-MM SIZES 5 – 12-INCH/125 – 300-MM SIZES 10.18_4 FireLock® Butterfly Valve SERIES 705W WITH WEATHERPROOF ACTUATOR 10.18IPS CARBON STEEL PIPE – FIRE PROTECTION VALVES www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA.. REV_G 0026 PERFORMANCE The chart expresses the frictional resistance of Victaulic Series 705W in equivalent feet/meters of straight pipe. Size Size Nominal Size Inches mm Actual Outside Diameter Inches mm Equiv. Feet/m of Pipe Nominal Size Inches mm Actual Outside Diameter Inches mm Equiv. Feet/m of Pipe 2 1/2 2.875 5 165.1 mm 6.500 8 65 73.0 1.6 165.1 2.5 76.1 mm 3.000 5 6 6.625 8 76.1 1.6 150 168.3 2.5 3 3.500 5 8 8.625 11 80 88.9 1.6 200 219.1 3.4 4 4.500 12 10 10.750 12 100 114.3 3.7 250 273.0 3.7 139.7 mm 5.500 12 12 12.750 14 139.7 3.7 300 323.9 4.3 5 5.563 12   125 141.3 3.7 10.18_5 FireLock® Butterfly Valve SERIES 705W WITH WEATHERPROOF ACTUATOR 10.18IPS CARBON STEEL PIPE – FIRE PROTECTION VALVES www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_G MAXIMUM WORKINGS PRESSURE RATINGS Size Size Size Nominal Size Inches mm Actual Outside Diameter Inches mm cULus PSI FM PSI LPCB BAR Vos BAR 2 1/265 2.87573.0 300 300 20 16 76.1 mm 3.00076.1 300 300 20 16 380 3.50088.9 300 300 20 16 4100 4.500114.3 300 300 20 16 139.7 mm 5.500139.7 300 300 20 16 5 125 5.563 300 300    20 16141.3 165.1 6.500 165.1 300 300 20 16 6 150 6.625 168.3 300 300 20 16 8 200 8.625 219.1 300 300 20 16 10 250 10.750 273.0 300 300 20 16 12 300 12.750 323.9 300 300 20 16 Maximum Working Pressure by Agency PERFORMANCE CV values for flow of water at +60°F/+16°C with a fully open valve are shown in the table below. For additional details, contact Victaulic. Formulas for CV Values: ∆P = Q2 Cv 2 Where: Q = Flow (GPM) ∆P = Pressure Drop (psi) Cv = Flow CoefficientQ = Cv x ∆P Size CV Size CV Size CV Nominal Size Inches mm Actual Outside Diameter Inches mm (Full Open) Nominal Size Inches mm Actual Outside Diameter Inches mm (Full Open) Nominal Size Inches mm Actual Outside Diameter Inches mm (Full Open) 2 1/2 2.875 325 139.7 mm 5.500 1150 8 8.625 34006573.0 139.7 200 219.1 76.1 mm 3.000 325 5 5.563 1150 10 10.750 575076.1 125 141.3 250 273.0 3 3.500 482 165.1 mm 6.500 1850 12 12.750 83008088.9 165.1 300 323.9 4 4.500 600 6 6.625 1850100114.3 150 168.3 Formulas for KV Values: ∆P = Q2 Kv Where: Q = Flow ( ) ∆P = Pressure (bar) Kv = Flow FactorQ = Kv x ∆P m3 hr. Size KV Size KV Size KV Nominal Size Inches mm Actual Outside Diameter Inches mm (Full Open) Nominal Size Inches mm Actual Outside Diameter Inches mm (Full Open) Nominal Size Inches mm Actual Outside Diameter Inches mm (Full Open) 2 1/2 2.875 280 139.7 mm 5.500 995 8 8.625 29406573.0 139.7 200 219.1 76.1 mm 3.000 280 5 5.563 995 10 10.750 497576.1 125 141.3 250 273.0 3 3.500 415 165.1 mm 6.500 1600 12 12.750 71808088.9 165.1 300 323.9 4 4.500 520 6 6.625 1600100114.3 150 168.3 10.18_6 FireLock® Butterfly Valve SERIES 705W WITH WEATHERPROOF ACTUATOR 10.18IPS CARBON STEEL PIPE – FIRE PROTECTION VALVES www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA.. REV_G SWITCH AND WIRING 1. The supervisory switch contains two, single pole, double throw, pre-wired switches. 2. Switches are rated: 10 amps @ 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps @ 250 VDC 3. Switches supervise the valve in the “open” position. 4. One switch has two #18 MTW wires per terminal, which permit complete supervision of leads (refer to diagrams and notes below). The second switch has one #18 MTW wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations, such as an indicating light and an audible alarm, in the area that the valve is installed. 5. A #14 MTW ground lead (green) is provided. Switch #1 = S1 For connection to the supervisory circuit of a UL Listed alarm control panel Switch #2 = S2 Auxiliary switch that may be connected to auxiliary devices, per the authority having jurisdiction S1 {Normally Closed: (2) Blue Common: (2) Yellow S2 {Normally Closed: Blue with Orange Stripe Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe CONDUIT ½" NPT CONDUIT CONNECTORS UL LISTEDJUNCTION BOX WIRE NUTS FIRE ALARM CONTROL PANEL SUPERVISORY CIRCUIT N.C.NO.COM. TO END-OF-LINE RESISTOR, OR NEXT INDICATOR BELL OR HORNVOLTAGE SOURCE Switch 1: 2 leads per terminal Switch 2: 1 lead per terminal SWITCH CONTACT RATING: 10A AT 125 AND 250VAC, 0.5A AT 125 VDC, 0.25 AT 250 VDC S1 S2 NOTE: The above diagram shows a connection between the common terminal (yellow – S1 and yellow-with-orange stripe – S2) and the normally closed terminal (blue – S1 and blue-with-orange stripe – S2). In this example, the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open, the indicator light and alarm will go out. Cap off any unused wires (e.g. brown with orange stripe). Only S1 (two leads per terminal) may be connected to the fire alarm control panel. The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFPA 70 (NEC). 10.18_7 FireLock® Butterfly Valve SERIES 705W WITH WEATHERPROOF ACTUATOR 10.18IPS CARBON STEEL PIPE – FIRE PROTECTION VALVES www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_G WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications. designs and standard equipment without notice and without incurring obligations. NOTE Reference should always be made to the installation sheet included with the valve. Verify you have the latest revision by visiting our website at www.victaulic.com. Further reference can be found in the I-100 Victaulic Field Installation Handbook. INSTALLATION 10.18 FireLock® Butterfly Valve SERIES 705W WITH WEATHERPROOF ACTUATOR 10.18IPS CARBON STEEL PIPE – FIRE PROTECTION VALVES For complete contact information, visit www.victaulic.com 10.18 2466 REV G UPDATED 7/2007 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. WCAS-6ZAQT8 PAGE 1 OF 3PRINTED IN USA OSYSU-1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH MKT. #8820004 - REV R MFG# 5400979 - 2/08 UL, ULC, and CSFM Listed, FM Approved, NYMEA Accepted, CE Marked Dimensions: 6.19"L X 2.25"W X 5.88"H 1 5 , 7 c m L X 5 , 7 c m W X 1 4 , 6 c m H Weight: 2 lbs. (0,9 kg.) Enclosure: C o v e r - D i e - C a s t F i n i s h - R e d S p a t t e r E n a m e l B a s e - D i e C a s t Z i n c  A l l   p a r t s   h a v e   c o r r o s i o n   r e s i s t a n t   fi   n i s h e s . Cover Tamper: Tamper resistant screws, O p t i o n a l c o v e r t a m p e r k i t a v a i l a b l e . Contact Ratings: O S Y S U - 1 : O n e s e t o f S P D T ( F o r m C ) O S Y S U - 2 : T w o s e t s o f S P D T ( F o r m C ) 1 5 . 0 0 A m p s a t 1 2 5 / 2 5 0 V A C 2 . 5 0 A m p s a t 3 0 V D C r e s i s t i v e Environmental Limitations: • NEMA 4 and NEMA 6P Enclosure (IP67) when used with appropriate watertight conduit fi  ttings. •  Indoor or Outdoor use (Not for use in hazardous     locations. See bulletin no. 5400705 OSYS-U-EX for hazardous locations.) •  Temperature Range: ­40°F to 140°F (­40°C to 60°C) Conduit Entrances: 2 k n o c k o u t s f o r 1 / 2 " c o n d u i t p r o v i d e d Service Use: A u t o m a t i c S p r i n k l e r N F P A - 1 3 O n e o r t w o f a m i l y d w e l l i n g N F P A - 1 3 D R e s i d e n t i a l o c c u p a n c y u p t o f o u r s t o r i e s N F P A - 1 3 R N a t i o n a l F i r e A l a r m C o d e N F P A - 7 2 General Information The OSYSU is used to monitor the open position of an OS&Y (outside screw and yoke) type gate valve. This device is available in two models;  the OSYSU-1, containing one set of SPDT (Form C) contacts and the OSYSU-2, containing two sets of SPDT (Form C) contacts. These switches mount conveniently to most OS&Y valves ranging in size from 2" to 12" (50mm to 300mm). They will mount on some valves as small as ½" (12,5mm). The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and should be left with the building owner or responsible party. Replacement or additional cover screws and hex keys are available. See Ordering Information. Optional Cover Tamper Switch A fi  eld installable cover tamper switch is available as an option which may  be used to indicate removal of the cover. See Ordering Information. Testing The OSYSU and its associated protective monitoring system should be inspected and tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com Ordering Information Model Description Stock No. OSYSU-1 Outside Screw & Yoke-Supervisory Switch 1010106 ( S i n g l e s w i t c h ) OSYSU-2 Outside Screw & Yoke-Supervisory Switch 1010206 ( D o u b l e s w i t c h ) -- Cover Screw 5490424 -- Hex Key for Cover Screws and Installation 5250062 A d j u s t m e n t s -- Optional Cover Tamper Switch Kit 0090131 For pressure reducer type valve installation kits (if required) contact valve manufacturer. PAGE 2 OF 3MKT. #8820004 - REV R MFG# 5400979 - 2/08 PRINTED IN USA OSYSU-1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH Large Valve Installation 1. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve stem. 2. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. Note: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one 1" (25mm) long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. 4. Mark the valve stem at the center of the trip rod. 5. Remove the OSYSU. File a 1/8" (3,2mm) deep groove centered on the mark of the valve stem utilizing a 3/8" (9,5mm) round, non­tapered fi  le.  Round and smooth the edges of the groove to  prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 6. Mount the OSYSU loosely with the trip rod centered in groove. 7. Final adjustment is made by loosening 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. 8. Tighten the adjustment screws and mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. N o t e : close the valve fully to determine that the stem threads do not activate the switch. The switch being activated by the stem threads could result in a false valve open indication. Small Valve Installation 1. Remove and discard "C" washer and roller from the trip rod. 2. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve stem. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. Note: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the 1" (25mm) long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. 4. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. On valves with limited clearance use J-hooks supplied instead of the carriage bolts and clamp bar to mount the OSYSU. 5. Mark the valve stem at the center of the trip rod. 6. Remove the OSYSU. File a 1/8" (3,2mm) deep groove centered on the mark on the valve stem utilizing a 3/16" (4,8mm) round, non­tapered fi  le.  Round and smooth the edges of the groove to  prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 7. Mount the OSYSU with the trip rod centered in groove. 8. Final adjustment is made by loosening 2 screws (see Fig. 1) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate when the trip rod moves out of the groove. 9. Tighten the adjustment screws and all mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. Note: Close the valve fully to determine that the stem threads do not activate the switch. The switch being activated by the stem threads could result in a false valve open indication. Fig. 2 Large Valve Installation 3" thru 12" (76mm thru 300mm) Sizes Fig. 1 Small Valve Installation ½" thru 2½" (12,5mm thru 63,5mm) Sizes These switches mount conveniently to most 2" to 12" OS&Y valves. They will mount on some valves as small as ½" (12,5mm). J-hooks may be required on valves with limited clearance. PAGE 3 OF 3PRINTED IN USA OSYSU-1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH MKT. #8820004 - REV R MFG# 5400979 - 2/08 Contacts shown in normal (valve open) condition. Switch Terminal Connections Clamping Plate Terminal Fig. 3 Dimensions Fig. 4 Parts Fig. 5 Breaking Excessive Rod Length An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. Typical Electrical Connections Typical Switch Action 10 APPENDIX B 614 N. 2nd Street, Ste A Rogers, AR 72756 Tel: 620-423-3010 Fax: 479-636-1656 ISO 9001:2008 certified QMS. Certificate Number: 45729 ISO 9001:2008 03/02/2014 TC Quote #: QL19769-1 Roger Neal High Country Engineering Tel.: 970-945-8676 E-mail: rneal@hceng.com Reference: Glenwood Springs, CO Dear Roger: At the Tank Connection, we have a unique perspective on potable water, wastewater, fire protection and industrial liquid applications. We are the only tank supplier worldwide that designs, manufactures and installs all four types of steel storage tanks in cluding bolted RTP, field-weld, shop-weld and hybrid tank designs. We know the merits of each type of construction, which allows us to objectively propose the right type of storage for your application. In bolted tank fabrication, TC commands the top product line worldwide. We offer:  Our precision RTP (rolled, tapered panel) construction is the #1 bolted tank design selected worldwide.  TC’s proprietary LIQ Fusion 7000 FBE™ powder coat system is the #1 performance interior tank lining available for water and wastewater storage applications worldwide.  TC’s proprietary EXT Fusion 5000 FBE & SDP (powder on powder) system provides unmatched performance compared to ALL exterior bolted tank coatings.  TC’s Quality Management System is ISO 9001:2008 certified.  TC’s synchronized hydraulic jacking process is reviewed as the top field construction process based on field safety and installed quality.  The TC support team profiles with over 2100 years of combined sto rage tank experience. In bolted tank fabrication, the Tank Connection Affiliate Group is unrivaled worldwide. Get all the facts on liquid storage at one of our websites. Download our “quick specs” at www.liquidtanks.com for ground reservoirs, elevated water tanks and all types of steel tank construction. TC Quote #: QL19769-1 www.tankconnection.com Page 2 of 7 We are pleased to offer the following proposal for your review: GEOMETRY / DESCRIPTION Tank Quantity: 1 Construction Method: TC Rolled Tapered Panel (RTP) Bolted Design – For more information please review the following TCAG brochures “Liquid Containment Solutions” & “RTP Design vs. API-12B” Materials of Construction: Carbon steel Nominal Inside Diameter: 38.62 feet Nominal Eave Height: 24.55 feet Note: Nominal eave height is measured as follows:  Steel Floor Applications – bottom of base angle to top of eave angle  Concrete Floor Applications – top of finished concrete floor to top of eave angle Bottom Style: Flat Steel Floor - Floor materials supplied by Tank Connection. Tank Supported By: Reinforced concrete foundation designed by TC & supplied / installed by others meeting the requirements of AWWA D103-09 Roof Style: Steel cone with 2” rise to 12” run (9.46o) slope Roof Support Style: Self-supported with internal rafters Usable Capacity: 202,019 US gallons based on 12” of freeboard plus 6” at tank bottom DESIGN CRITERIA Design Specifications: NFPA-22 Seismic Design: Per AWWA D103-09: SS=43.2%g, S1=13.4%g, Site Class=D, Use Group=3, I=1.50 Wind Design: Per AWWA D103-09: 90mph, Exp. C, I=1.15 Deck Live / Snow Load: 40 pounds per square foot Product Stored: Fire protection water Specific Gravity: 1.0 Product pH Range: 4 to 9 assumed Design Pressure / Vacuum: +2.0 / -0.5 ounces per square inch Operating Pressure / Vacuum: Atmospheric Design Temperature: Ambient Operating Temperature: Ambient Corrosion Allowance: Not applicable Tank Empty Weight: 47,011 pounds Jobsite Location: Glenwood Springs, CO SEALANTS / GASKETS / HARDWARE Roof Gasket: White EPDM strip gasket – 3/32” thick Sidewall Sealant: High performance moisture-cured elastomeric sealant – White Bottom Sealant: High performance moisture-cured elastomeric sealant – White Hardware: Plastic encapsulated JS1000 coated grade 8 minimum bolts with JS1000 coated flat washers & hex nuts. Tank bottom hardware includes plastic encapsulated nuts. TC Quote #: QL19769-1 www.tankconnection.com Page 3 of 7 COATINGS Interior Coating: LIQ Fusion 7000 FBE TM 6 mils nominal DFT Range 5 - 9 mils average DFT Exterior Primer: EXT Fusion 5000 FBE TM 3 mils nominal DFT Range 3 - 5 mils average DFT Exterior Finish Coat: EXT Fusion SDP TM 3 mils nominal DFT Range 3 - 5 mils average DFT Exterior Color: Customer to specify from TC standard colors (white, tan, light gray, light green & light blue). See note #9 below for more information regarding premium and custom colors. Notes: 1. All coatings are baked-on formulation, applied over an SP10 surface preparation 2. Touch-up coating kits for interior and exterior are provided for field application as required. 3. LIQ Fusion 7000 FBE - A proprietary system unmatched in performance compared to ALL bolted tank linings 4. EXT Fusion 5000 FBE & SDP – A proprietary exterior system that profiles as “powder fused on powder” system 5. DFT = dry film thickness 6. FBE = fusion bonded epoxy powder coating 7. SDP = super durable polyester powder coating 8. TC performs in-house holiday testing to ensure interior coating in liquid zone is 100% holiday free. 9. Premium colors (forest green & cobalt blue) and specially formulated colors are available for an additional fee. 10. Coating is NSF 61 approved For more information please review the following TCAG brochures “Unmatched Liquid Coating Performance!” & “LIQ-Fusion 7000 FBETM…A Stronger System than Glass” Note: All nozzles 5” diameter and less - coated exterior / pipe is stainless steel TANK COMPONENTS / ACCESSORIES Mark: Qty: Description: -------- 1 Tank Connection logo (installed on top ring) -------- 1 Liquid tank nameplate -------- --- Anchor bolts are not required per design -------- 1 20” Diameter manway / free-air ventilator with aluminum insect screen mounted on 20” diameter collar located in the center of the tank roof -------- 1 24” Square manway with lockable hinged cover located in tank roof -------- 1 24” Diameter shell manway with bolt-on hinged cover -------- 1 24” x 46” Flush cleanout with bolt-on cover plate -------- 1 10” Diameter 150# RFSO single flanged exterior nozzle w/ internal 90 degree elbow & vortex breaker for suction (elbow & anti-vortex are coated exterior / uncoated on interior) -------- 1 2” Diameter 150# RFSO single flanged nozzle located in tank sidewall for drain -------- 1 4” Diameter 150# RFSO single flanged nozzle located in tank sidewall for inlet -------- 1 10” Diameter 150# RFSO single flanged nozzle located in tank sidewall for return -------- 1 6” Diameter internal 90 degree weir elbow w/ external 6” diameter standard weight downcomer pipe, pipe support brackets & flap valve for overflow – Includes stainless steel insect screen (coated exterior, interior pipe is uncoated -------- 1 6” Diameter 150# RFSO single flanged nozzle located in tank sidewall for heater -------- 1 Internal heater support stand -------- 1 Liquid level indicator with gauge board and high visibility target – Full travel (mechanical, float type) -------- 1 Partial deck perimeter guardrail assembly – 10’ either side of ladder – OSHA – HDG -------- 1 Outside caged ladder with lockable hoop and intermediate rest platform(s) (if required) – OSHA – HDG – Includes safety chain at tank deck location & all platform(s). -------- 1 Inside wall ladder – NON-OSHA – Coated with LIQ Fusion 7000 FBE -------- 1 Saf-T-Climb system for interior ladder – HDG – Includes (1) Saf-T-Belt & (1) Saf-T-Harness -------- --- ½” thick asphalt impregnated fiberboard located under steel bottom of tank -------- --- 4 mil polyethylene sheeting located between tank foundation & fiberboard -------- --- Final drawings and engineering calculations to include a OR P.E. stamp TC Quote #: QL19769-1 www.tankconnection.com Page 4 of 7 INSTALLATION SERVICES Mark: Qty: Description: -------- Incl Hydrostatic Leak Test -------- Incl Insulation IMMERSION HEATER Indeeco Model #781-140871  15 kW  15’ long probe  480 volt  3 phase  Mounting kit Pricing includes material, freight & mechanical installation only. Electrical / control wiring by others. TANK INSULATION Materials, freight & non-union, non-prevailing wages installation to insulate tank(s) as described above. Includes the following:  Vertical standing seam panel insulation system  Sidewalls to be stucco embossed 0.025 aluminum. Panels will be laminated to 2” polyisocyanurate with a non- flammable adhesive  Roof to be 0.025 stucco embossed aluminum. Panels will be laminated to a 2” polyisocyanurate with a non- flammable adhesive.  Quote based on color to be selected from standard colors: Fawn, White or Clear  Strapping to be 0.015 stainless steel.  Panels to be attached by ¼” stainless steel cables. FOUNDATION DESIGN Qty: Description: 1 FOUNDATION DESIGN DISCLAIMER: Ringwall, turned down slab, structural mat, or base setting ring foundation design drawings and engineering calculations to include an OR P.E. stamp based on geotechnical report supplied by others. NOTE: Additional charges will apply if piers, pilings, etc. are required due to unsuitable soil conditions. PRICING SUMMARY $76,878.00 TANK MATERIALS & ACCESSORIES (includes all applicable discounts) $34,412.00 TANK INSTALLATION (utilizing non-union, non-prevailing wage labor rates) $5,854.00 ESTIMATED FREIGHT (FCA destination, 1 truckload(s), pricing excludes unloading at jobsite) $4,940.00 IMMERSION HEATER $54,056.00 TANK INSULATION (includes material, freight & installation) $2,500.00 FOUNDATION DESIGN (see foundation disclaimer above) TC Quote #: QL19769-1 www.tankconnection.com Page 5 of 7 PRICING VALIDITY AND STEEL COSTS: Due to current volatility in the carbon steel market, material escalation (if any) will be based on AMM (American Metals Market) published price index for hot rolled carbon steel. Pricing included in this proposal is based on today’s published index. Any increase in steel costs between date of proposal and material procurement above this benchmark will be to customer’s account. (Example: If steel increases $.03/per pound, this would increase the cost of a 30,000 lb. tank as follows: 30,000 lbs. x 3¢ = $900). Note: Steel is typically procured anywhere from 2 weeks after returned approval drawings to approx. 6 weeks prior to shipment). EXCEPTIONS & CLARIFICATIONS: GENERAL  All exceptions & clarifications listed below apply unless specifically noted otherwise within the scope of supply.  Please refer to attached document TC-2 005 – Terms & Conditions of Sale for additional clarifications  Any items or specifications not specifically mentioned in this quotation are not a part of this quotation. This quotation represents our complete offering.  All quoted materials conform to the Buy American Act with the exception of the JS 1000 coated hardware. This specialized hardware is not manufactured in the US; therefore, TC sources it from a manufacturer located in Canada. Federal Register, Volume 74, #104 – Notices, dated 6/2/09 allows an exception to the Buy American Act when non-domestic materials make up less than 5% of the total material costs incorporated into a project. For more information please visit the EPA website or click on the following link http://www.epa.gov/water/eparecovery/docs/BA_De_Minimus_Waiver.pdf  Bid bonds, performance & payment bonds, permits, sales and/or use taxes are not included.  Foundation loading calculations are supplied by TC; however, foundation excavation, foundation materials, and foundation installation are the responsibility of others.  Piping, valves, mixers, lighting, electrical wiring, control wiring, control systems, and other auxiliary equipment are supplied and installed by others.  Insulation clips / brackets, insulation materials, insulation installation, and tank heaters are the responsibility of others, unless otherwise noted above.  Disinfection of tank interior is the responsibility of others.  Engineering calculations are available with submittal drawings for an additional charge.  Three sets of drawings are provided for each size tank. Specific Professional Engineer’s Seal on final drawings will be furnished.  Customer is responsible for proper tank ventilation. Tank Connection standard 20” diameter mushroom vent with insect screen is not considered a frost-free vent. If a frost-free vent is required for the application, an emergency pressure/vacuum relief valve must be added.  Please refer to attached document TC-3 009 – Preventing Galvanic Corrosion for clarification on the use/need of cathodic protection systems with TC factory applied coatings.  TC standard pipe brackets support only lateral loads and are intended to be used as guides only. Pipe supports stands / brackets must be supplied by others.  TC’s standard bolted tanks comply with API 650 welding requirements as applicable to bolted tank fabrication.  Indemnification – TC will be responsible for their negligence only. MATERIALS  Anchor bolts, nuts, and saddles are supplied by TC only if required by final tank design.  Unless otherwise noted, TC has quoted our standard design, fabrication, accessories (perimeter handrails, ladders, etc.) and coatings to aid in cost efficiency. INSTALLATION  Installation price quoted includes a water leak test. Customer to provide sufficient water to fill the tan k within 24 hours. Sufficient water supply, piping, blind flanges, and other equipment necessary to hydrostat (leak) test must be supplied and installed by customer prior to erector leaving the jobsite or additional costs will be incurred. Disposal of te st water (if necessary) is the responsibility of the customer.  Installation price quoted is based on summer weather conditions (April through October). Increased costs may apply during winter weather conditions (November through March).  Field installation of cast-in-place or epoxy style anchor bolts is the responsibility of others.  Installation pricing is based on free and clear access all around the foundation with no overhead obstruc tions. TC Quote #: QL19769-1 www.tankconnection.com Page 6 of 7  Adequate area for material staging adjacent to foundation is required. Typical 100’ minimum lay-down area is required, with 360 degree clear access provided. See TC document TC-2 001 Field Clarifications.  We have based our installation bid on open work hours, utilizing all daylight hours, 7 days/week. Continuous operation of installation is required, eliminating the need for lost time.  Sanitary facilities and trash dumpster to be provided by customer.  Buyer must obtain insurance against loss by fire, lightning, removal, and all extended coverage perils, theft, vandalism, and malicious mischief, earthquake, negligence, and any other insurance which Buyer deems necessary (generally covered in Buyer’s Risk policies). Buyer need not cover tools owned by workers or tools and equipment owned or rented by installer. Buyer is required to provide protection to prevent theft of material from jobsite. FREIGHT  Customer is responsible for material off-loading of trucks as they arrive at the jobsite. TC suggests the use of an all-terrain reach forklift for assistance as all pallets & crates weigh 6,000# or less. Materials to be staged adjacent to jobsite.  Freight prices quoted are FCA destination and do not include any permits, duty, sales and/or use taxes. TERMS OF PAYMENT:  30% of material due upon order placement – due on receipt  30% of material due upon customer notification to proceed with manufacturing – due on receipt  40% of material due upon shipment (or upon manufacture of tank(s), if shipment is delayed by customer) – Net 15  Installation is billed progressively every 14 days based on percentage of completion – due on receipt  Freight is Prepaid & Add – due on receipt  No retainage is applicable unless previously agreed upon.  All terms of payment are subject to approval by our credit department.  Past due invoices will be charged a service charge of 1.5% per month.  We reserve the right to delay tank erection if payment on tank invoice is not paid in accordance with stated terms.  In the event that water is not available at the time of tank erection completion, return trip charges may be applicable. SCHEDULE: o Approval drawings: 2 to 3 weeks after order placement o Final drawings: 2 to 3 weeks prior to shipment of tank o Tank Delivery: 10 to 12 weeks after receipt of all approved drawings and details. o If this schedule is not satisfactory, every effort will be made to meet your requirements Tank Connection appreciates the opportunity to provide this proposal for your application. We are committed to providing the highest quality products and services available. It is our goal to provide your company with excellent customer service at every stage of project review. If you have any questions concerning the scope of this quotation, we are available to meet with you in your office, over th e phone, or via email exchange. Please advise us at you earliest convenience on our proposal and how we can assist you with your other requirements. Best Regards, Chasnie Vinson Liquid Division Tank Connection Ph: 620-423-3010 x 234 Email: Chasnie@tankconnection.com Web: www.tankconnection.com TC Quote #: QL19769-1 www.tankconnection.com Page 7 of 7 TO PLACE AN ORDER: SIMPLY FILL OUT THE INFORMATION BELOW, SIGN & RETURN The undersigned is authorized to purchase products on behalf of the company they represent. __________________________________________ _____________________________________________ PRINTED NAME: SIGNATURE __________________________________________ _____________________________________________ TITLE: DATE: __________________________________________ _____________________________________________ PURCHASE ORDER #: REQUESTED DELIVERY DATE: 11 APPENDIX C February 11, 2015 High Country Engineering Attn Roger Neal 1517 Blake Ave Ste 101 Glenwood Springs, CO 81601 Re: Will serve letter for Residential & commercial property off County Rd 154, Macgregor property Dear Mr. Neal , In accordance with our tariffs filed with and approved by the Colorado Public Utilities Commission, Electric facilities can be made available to serve your project at the property/properties off County Rd 154 . Service will be provided after engineering is completed, payment is received, any easements are signed and construction can be completed. We will have better information available after design has been completed as to a scheduled in- service date. If I can be of further assistance, please contact me at 970-244-2622 . Sincerely, Sam Wakefield Planner, Rifle 02/11/2015 Attn: Roger Neal High Country Engineering, Inc. 1517 Blake Ave, Suite 100 Glenwood Springs, CO. 81601 Re: FedEx Facility (County Rd 154) Qwest Corporation d/b/a CenturyLink QC will provide telephone facilities to FedEx Facility (County Rd 154) as defined by the current PUC Tariffs. Jason Sharpe Engineer II (Field Operations) 970-328-8290