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Home My WebLink AboutLIA ZNEIMER LOT 7 LEGAL.pdf.. ~ THIS AGREEMENT, made and entered into this£ day of D&C. 19!£ by and among a c. to/1-LL c_ (hereinafter called the "Developer"), and the TOWN OF VAIL (hereinafter called the "Town "). WHEREAS, the Developer, as a condition of approval of the ________ _ plans, dated , 19_, wishes to enter into a Developer Improvement Agreement; and WHEREAS, the Developer is obligated to provide security or collateral sufficient in the judgment of the Town to make reasonable provisions for completion of certain improvements set forth below; and WHEREAS, the Developer wishes to provide collateral to guarantee performance of this Agreement, including construction of the above-referenced improvements by means of the following: Devel(fer agrees to establish a cash deposit with the Town of Vail in a dollar amount of $ \ OG'U • ~ (125 % of the total cost of the work shown below) to provide security for the following: IMPROVEMENT · \ .:.) l ~ s '-'A-.? l:::-~ Jh.,~Li!=.. (2 \\ \ "1'1o () • NOW, THEREFORE, in consideration of the fo ll owing mutual covenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expenses, to furnish all equipment and material necessary to p erform and complete all improvements, on or before ~u,,.c :30, /9017 . The Developer shall complete, in a good workmanlike manner, all i provements as listed above, in accordance with all plans and specifications filed in the office of the Community Development Department, the Town of Vail, and to do all work incidental thereto according to and in compliance with the following: a. Such other designs, drawings, maps, specifications, sketches, and other matter submitted by the Developer to be approved by any of the above-referenced governmental entities. All said work shall be done under the inspection of, and to the satisfaction of, the Town Engineer, the Town Building Official, or other official from the Town of Vail, as affected by special districts or service districts, as their respective interest may appear, and shall not be deemed complete until approved and accepted as completed by the Town of Vail Community Development Department and Public Works Department. 2. To secure and guarantee performance of its obligations as set forth herein , the Developer agrees to provide security and collateral as follows: Page 1 of 3 STATE OF COLORADO COUNTY OF EAGLE ) ) ss. ) The foregoing Developer Improvement Agreement was acknowledged before me this 17TH day of December 1 ~~ by Ed Zne:ilner . PLANNER, COMMUNITY DEVELOPMENT STATE OF COLORADO ) ) ss. COUNTY OF EAGLE ) The foregoing Developer Improvement Agreement was acknowledged before me this __ day of , 19_ by-----------------· Witness my hand and official seal. My commission expires: ___ _ Notary Public updated 9/28/94 Page 3 of 3 Proposal The Avant-gardener, Inc. Landscape Installation & Maintenance Proposal Submitted To Zneimer P.O. Box 14ll Avon, Colorado 81620 (303) 926-1046 Proposal No. Sheet Na. Date 11 I 21 I 9 6 Work To Be Performed AI Lot 7, Tract A We hereby propose to furnish all the materials and perform all the labor necessary lor the completion of Installation of landscap~ according to pl3r•. This does not includ~ rock creek beds. 11 s 3 1 0 I r 45 five gal. shrubs 1 Ho a crab Perennials All material is guaranteed to one specifications submitted 3 8 I 1 3 61 $7733.00 $7287.00 $1225.15 508.75 1297.80 ance with the of ). AnY'l:rlto=+ielt-<,....tfl!'vlaltion from above specifications involving extra costs, will be executed only upon written orders, ond will bel:Otn-e--<>el-eiktra charge over and above the estimate. All agreements contingent upon accidents or delays beyond aur control. ry fire, tornado end other necessary insurance upon above work. Workmen's Compensation end Public Liability above work to be taken out by The Avant-gardener, Inc. -----------------------7~------------------ '"'""""' .. ,.m., ~tQ 9 .elL The Avant-gardener, Inc. Pe'---------------------------------------------------------------- Note --This proposal may days ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payme t will be made as outlined above. . ' 7he Avant Ga rd ene r , • P<{(' Bo x 1411 ~von , Color a d o 816 2 0 9 70 -926 -104 6 [ _ _B I LL ~~-: --------------~~---=-~] Zn e i m~r Compa nies 2 11 Ma i n S t re e t Mi n turn, Co l orado .. P .O . NU MB ER Inv oice I _ _ DA~~ . _]~vo i CE# 1 1 /2 1/9 6 9 112 TERM S PROJE CT Du e on re c eipt QUANTITY Th;m l· you ' DESC RIPTION I n stal l a t i o n o f 1 1 sp r uce and 2 1 a~pcn t rees at Lo t 7, Lia Zll eimer S u bdivis i o n. RATE AMOUN T 1 5 ,020 .00 1 5 ,02 0 .00 $1 5 ,020 .00 • CDI I i:ra~~ ~ I RECEIPT r;o. I I TOWN OF VAIL ------- I liz DEPARThlE.:'\"T OF CO~t!'>ltil\Tn' DEYELOP/\1£.,,7 ~ ~f1J lLC ! l'A.\rE DATE___jb£, ~~ I , n n ol'<:<: IS!~ ('NL/1 PRO.JECT -/}// CRECAS MADE PAY ABLE TO TOWN OF\'AIL ACCOD:\"T ~0 . -.. ..,. v . ··-. ·-' fiL'rf ":.-'·'-.. ~--..: .... -..... ··-:'NO:' .. ·--. .-·TAX-·~ C'QSTXA:;··--TOTAl. 01 0""' • < • ."' -;-. 1 I t-.f UF t lt=f I $5.00 I• . 01 0 $54.00 I• 01 0 I' i:=·-l 1 "<ftPi)' •:: (';:,cl-1 S39.00 I• 01 0 $37.00 I• __Ql__Q 1 < S36.00 • fl} 0 .. . ,..,_,. -... S37 .00 • --01 0 • 01 0 S7.00 • ~ ... ' S0.25 • ' t 1¢ ,, l i• I -' 01 O'v (' r • I T t-1 ' I i 0 S5 .00 ,• _Ql_()Q_ ,.., t 11T -• I I { 1 c -;:. 1 ~ 01 OO t --I • l ri .. { ~ OJ 001 RH,0 ,_r t pal.:1 ~ 01 ()()( 1 t e•(• r-aid :=: 0 I OOC 1 L 1 . r S20.00 ~ _()_1_90_(: \.:1 .. t u:-1' 1ff ,r.cl·-.. li ..-s -.. 12 01 OO G c.-.-1::: ~ OJ 000 ... ~_.. -:.r t,::..' l OJ 000 -· ~ 3J 000 'fi 01 00()1 THAt·-tl-< ·-.~c•'-' ;: .. 01 00( ~ ~ • 01 OOl ' . 1-; ~ ~ _Q 1 000( ) -; f'F l£ OI~I»JJ. -l &tC£0 ___, ~ -u -I ~ .t't;C A.t'l"LlCAHU~ tt;t;:S -. -· -~ --.. ·_ ---... ·- ~ _0 10000 4J 3;)0 !A DDITIONA L GR I-A "2 50 $200.00 ~ 01 0000 413 30 ICONDITJ ONA L USE PER.MJ T S200.00 ·~ _0_!_00()0 <1 J330 ,EXTER1()R A LTERA T1 0N [LESS T HAN 100SQ.rT] S200 .00 ~ 01 000 0 4 133 0 . EX TERlOR A L T ERA TI 0 :-.1 [MORE THAN 100 SQ .FT.) S500.00_ ~ 0 1 0000 41 33 0 SP ECIA L DEVE L OP~1 t N T DI STRIC I [NI::.WJ 51 ,500.00 l!::. ~ 0 1 0000 4 13 3 0 SPECIAL DE VELO PMEN T DISTRICT [MAJOR AMEND] SJ n m oo ~ ~ 01000 0 41330 SPECIAL DEVE LOPMEN T DI STR IC T [M INOR AMEND] S200.QQ_ .~ 01_QOQO 4 1330 SU B DI VI S ION 'f.. _()1 0000 41 33 0 V ARlA NCE S250.0_Q_ ~ _Ql_()()OO 413 3 0 ZON IN G C O DE AMENDM ENTS $250.00 j 01 0000 413 30 _R_E ZON!l\G $2 00.00 ~ OTHE R ~ lUTHER ~ (f)_~--TOTAL: /'>' t»v ) I ''"""'''~·..-. ...._ u / ~ ! I) i ~ CASH r ] CK .o [ to~h 11-I.O W REC.BY·Wl.~ j ~ I Rev.'..osed 5/1/92 .. Date Receiv •• the Community · Development tment : _______ _ APPLICATION FOR SINGLE FAMILY SUBDIVISION CHAPTER 17.25 VAIL MUNICIPAL CODE (PLEASE PRINT OR TYPE) A. APPLICANT Alp ine Engi neeri ng, Inc. MAILING ADDRESS~P~·~O~·~B~o~x~9~7~---------------------------------- ----------------~E~d~w~a~r~d~s~~c~o~~8~1~6~3~2~---------PHONE 970 926 -3373 B. C. LOCATION OF PROPOSAL: STREET ADDRESS 1726, 1730 Buffe hr Cree k Road LOT 6/7 BLOCK ____ SUBDIVISION Lia Zneimer FILING __ 2 __ _ D. APPLICATION FEE $100.00 PAID ___ _ CHECK# ___ _ E. MATERIALS TO BE SUBMITTED: '-t- o 1. Two mylar copies and one paper copy, of the subdivision plat shall be submitted to the Department of Community Development. The plat shall include the following: Jf . ,/ ...... g. The final plat shall be drawn by a registered surveyor in India ink, or other substantial solution, on a reproducible medium (preferably mylar) with dimension of twenty-four by thirty-six inches and shall be at a scale of one hundred feet to one inch ·or larger with margins of one and one -half to two inches on the left and one-half inch on ·all other sides. Accurate dimensions to the nearest one-hundredth of a foot for all lines, angles and curves used to describe boundaries, streets, setbacks, alleys, easements, structures, areas to be reserved or dedicated for public or common uses and other important features. All curves shall be circular arcs and shall be defined by the radius, central angle, are scored distances and bearing. All dimensions, both linear and angular, are to be determined by an accurate control survey in the field which must balance and close within a limit of one in ten thousand. North arrow and graphic scale. A systematic identification of all existing and proposed buildings, units, lots, blocks, and names for all streets. An identification of the streets, alleys, parks, and other public areas or facilities as showri on the plat, and a dedication thereof to the public use. An identification of the easements as shown on the plat and a grant thereof to t .hP. rmhl i r ll.~P ~r<:>~'3 !:"<:'~<:'!""i::?d fC'!" f'..!:_'..!!:"e 1=''..!:!:)li_~ acquis iti on shall also be shown on the plat. A written survey description of the area including the total acreage to the nearest appropriate significant figure. The acreage of each lot or parcel shall be shown in this manner as well. A description of all survey monuments, both found and set, which mark the boundaries of the subdivision, and a description of all monuments used in conducting the survey. Monument perimeter per Colorado statutes . Two p erimet e r monuments s hall be established as major control monuments, the mat erials which shall b e determined by the town engineer. 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 March 26, 1996 MikeDumage Alpine Engineering Fax# 926-3390 Dear Mike. Department of Community Development Here is the recommended text for the single family subdivision plat notes for lots 6 and 7. Check these out with Ed Zneimer to make sure he is ok with these notes. These notes summarize the restrictions pl ace d on the dcYclopmcnt of these lots by the Planning and Environmental Commission when they amended the Eagle County approved development plan for the property. Pl at Notes-Lia Zncimcr lots 6 and 7: 1. For zoning purposes, lots 6 and 7 created by this subdivision arc to be treated as separate lots, with no more than one single family dwelling unit and one attached employee dwelling unit (caretaker apartment) allowed on each lot. Each single family dwelling unit shall be allowed a maximum of 4.500 square feet ofG RFA. with an additional 800 square feet ofGRFA allowed for the construction of an attached employee dwelling unit. 2. All caves, decks , porches. patios , fences and accessory structures must be contained completely within)J;!e approved buildin g envelopes for ·cach lot as shown herein. If you have any questions please call me at 4 79-2150. Sincerely, 1?4~£, Randy Stouder Town Planner 0 Rl::Cl 'CLI:."D PAPER MAR -27 -96 14 •53 FRQM , LANO TITLE GUARANTEE VAIL 10 • 3 03 476 4534 --AND TITLE GUARANTEE COMP~ CUSTOMER D I S T R I B U T I 0 N March 27, 1996 Our Order No.: V252913 Property Address : ~INE ENGINEERING P .O . BOX 97 EDWARDS , CO 81632 Attn : MIKE DULMAGE FAX 926 -3390 Cop i es : 1 via US Postal Service MAR-27-1996 14:55 303 4764534 87% PAGE P.01 March 27, 1996 Buyer/Bo rro wer : Seller /Owner : Property Address: our Order No .: V252913 BUFFE HR CREEK PARTNERS, A COLORADO LI MITED PARTNERSH I P If you have any inqu1r1es or require further assistance, please contact o n e of the numbers listed below: For Closing Assistance : Phone : Fax : For Title Assistan ce : JILL WELLS 108 S. FRONTAGE RD W. VAIL, CO 81658 Phone : 970 476-2251 Fax: 970 476-4534 Note : once an original commitment has been issued, any subsequent changes will be emphasized by underlining . THANK YOU FOR YOUR ORDER! MAR-27-1996 14:55 3034764534 87% P .02 OLD REPUDL IC NAT I ON AL TITL E I NS tJR;.....'-,: C01"1P A."\Y ~LTA COMMITME .. -Ch a rges - ALTA Owner Policy --TOTAL SCHEDULE A our Order # V252913 For Information Only ••• THIS IS NOT AN INVOICE, BUT AN ESTIMATE OF FEES. WHEN REFERRING TO THIS ORDER, PLEASE REFERENCE OUR ORDER NO. V252913 ••• 1. Effectiv e Date : Ma rch 15, 1996 at 5:00 P.M . 2. Policy to be issued, and proposed Insured: "ALTA" Owner's Policy 10-17-92 Proposed Insured: BUFFEHR CREEK PARTNERS, A COLORADO LIMITED PARTNERSHIP 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A Fee Simple 4. Title to the estate or interest covered herein is at the effective date hereof vested in: BUFFEHR CREEK PARTNERS , A COLORADO LIMITED PARTNERSHIP 5. The land referred to in this Commitment is described as follows : TRACT A, FIRST AME~~MENT TO THE LIA ZNEIMER SUBDIVISION, ACCORDING TO TIIE PLAT RECORDED APRIL 1, 1994, IN BOOK 636 AT PAGE 431, COUNTY OF EAGLE, STATE OF COLORADO . ==· PAGE 1 . MAR-27-1996 14:56 3034764534 P.03 A L T A C 0 M M I T M E N T ~CHEDULE B-l .. (Requirements) our Order # V252913 The following are the requirements to be complied with : 1. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured . 2. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit: THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO . ... THE COUNTY CLERK AND RECORDERS OFFICE REQUIRES RETURN ADDRESSES ON DOCUMENTS SENT FOR RECORDING!! ••••••••••••••••••••••••• NOTE ••••••********************* RECORDING FEES HAVE INCREASED AS OF JULY 1, 1995 TO $6.00 FOR THE FIRST PAGE AND $5.00 FOR EACH ADDITIONAL PAGE. RELEASES P~VE INCREASED TO $14.00 FOR THE FIRST PAGE AND $5.00 FOR EACH ADDITIONAL PAGE. PAGE 2 MI=!R-27-1996 14:57 3034764534 P.04 A L T A C 0 M M I T M E N T ee SCHEDULE 8-2 .. (E x cepti o ns) Our Order # V252913 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction o f the Company: 1. Standard Exceptions 1 through 5 printed on the cover sheet. 6. Taxes and assessments not yet due or payable and special assessments not y~t certified to the Treasurer's office . 7. Any unpuid taxes or assessments against said land. 8. Liens for unpaid water and sewer charges, if any. 9. RIGHT OF PROPRIETOR OF A VEI~ OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERS~CT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED August 16, 1909, IN BOOK 48 AT PAGE 542. 10. RIGHT OF' WAY FOR DITCHES OR CANALS CONSTRUCTED EY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED August 16, 1909, !~BOOK 48 AT PAGE 542. 11. RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING RESTRICTIONS, IF ANY, BASED ON RACE, COLOR, RELIGION, OR NATIONAL ORIGIN, AS CONTAINED IN INSTRUMENT RECORDED September 20, 1972, IN BOOK 225 AT PAGE 443 AND AS AMENDED IN INSTRUMENT RECORDED September 29, 1972, IN BOOK 225 AT PAGE 565 Ah~ AS AMENDED IN INSTRUMENT RECORDED January 22, 1974, IN BOOK 233 AT PAGE 53 AND AS AMENDED 1N INSTRUMENT REC~RDED JULY 1, 1983 IN BOOK 362 AT PAGE 804. UTILITY EASEMENTS 20 FEET IN WIDTH, 10 FEET ON EACH SIDE OF ALL INTERIOR LOT LINES AND A 15 FOOT UTILITY EASEMENT ALONG AND ABUTTING ALL EXTERIOR LOT LINES AS RESERVED ON THE PLAT OF LION'S RIDGE SUBDIVISION, FILING NO. 2. 13. AGREEME~7 BETWEEN TAYVEL ENVIRONME~7AL LAND COMPANY AND MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY RECORDED SEPTEMBER 27, 1973 IN BOOK 231 AT PAGE 291. 14. TERMS, CONDITIONS AND PROVISIONS OF PLANNED UNIT DEVELOPMENT PLAN AND DECLARATION OF PROTECTIVE COVENANTS RECORDED March 27, 1980 IN HOOK 300 AT PAGE 758 AND RE-RECORDED APRIL 10, 1980 IN BOOK 301 AT PAGE 415. Jis. EASEMENT AS GRANTED TO LION'S RIDGE WATER DISTRICT AND VAIL VILLAGE WEST WATER Ah~ SANITATION DISTRICT IN INSTRUMENT RECORDED MAY 22, 1981 IN BOOK 323 AT PAGE 505, AND AS SHO~~ ON THE PLAT OF LIA ZNEIMER SUBDIVISION RECORDED AUGUST 30, 1991 IN BOOK 561 AT PAGE 208. PAGE 3 MAR-27-1996 14:57 3034764534 87'/. P.05 c 16. A L T A C 0 M M I T M E N T .. SCHEDULE B·2 .. (Exceptions) Our Order # V252913 EASEMENTS, RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE RECORDED PLAT OF LIONS RIDGE SUBDIVISION, FILING NO. 2 . ~17. EASEMENTS, RESERVATIONS AND RESTRICTIONS AS SHO~ OR RESERVED ON THE PLAT OF LIA ZNEIMER SUBDIVISION RECORDED August 30 , 1991 IN BOOK 561 AT PAGE 208. ROAD, UTILITY AND DRAINAGE EASEMENTS AS SHOWN Ah~ CREATED ON THE PLAT OF LIA ZNEIMER SUBDIVISION RECORDED AUGUST 30, 1991 IN BOOK 561 AT PAGE 208. UNDERGROUh~ RIGHT OF WAY EASEMENT AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC ., IN INSTRUMENT RECORDED AUGUST 8, 1991 IN BOOK 559 AT PAGE 506 AND IN INSTRUMENT RECORDED SEPTEMBER 5, 1991 IN BOOK 561 AT PAGE 501, AND AS SHOWN ON THE RECORDED PLAT. 20. TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED August 21, 1991 Hi BOOK 569 i"!F PAGE 497 . 21 . RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING RESTRICTIONS, IF ANY, BASED ON RACE, COLOR, RELIGION , OR NATIONAL ORIGIN, AS CONTAINED IN INSTRUMENT RECORDED October 05 , 1992, IN BOOK 590 AT PAGE 722, FIRST AMENDMENT AND SUPPLEMENT RECORDED JUNE 6, 1994 IN BOOK 642 AT PAGE 116, SECOND AMENDMENT AND SUPPLEMENT TTO RECORDED OCTOBER 6, 1995 IN BOOK 677 AT PAGE 744. 22. TERMS, CONDITIONS AND PROVISIONS OF EASEMENT DEED RECORDED October 05, 1992 IN BOOK 590 AT PAGE 723. 23. TERMS, CONDITIONS AND PROVISIONS OF CONTRACT MEMORANDUM RECORDED May 14, 1993 IN BOOK 608 AT PAGE 921. 24. UNDERGROUh~ RIGHT OF WAY EASEMENT AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC . IN INSTRUMENT RECORDED JULY 12, 1993 IN BOOK 613 AT PAGE 586, AND AS SHOWN ON TnE RECORDED PLAT. 25 . TERMS, CONDITIONS AND PROVISIONS OF TRENCH, COh"DUIT AND VAULT AGREEMENT RECORDED July 28, 1993 IN BOOK 614 AT PAGE 971. 26 . EASEMENTS, RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE PLAT OF FIRST AMENDMENT TO THE LIA ZNEIMER SUBDIVISION RECORDED April 01, 1994 IN BOOK 636 AT PAGE 431 . 27. DEED OF TRUST DATED November 27, 1995, FROM BUFFEHR CREEK PARTNERS, A COLORADO LIMITED PARTNERSHIP TO THE PUBLIC TRUSTEE OF EAGLE COUNTY FOR THE USE OF FIRSTBANK OF AVON TO SECURE THE SUM OF $885,000.00 RECORDED December 08, 1995, IN BOOK 683 AT PAGE 126 . PAGE 4 MAR-27-1996 14:58 3034764534 87% P.06 A L T A C 0 ~ M I T M E N T ~CHEDULE B-2 .. (Exceptions) our Order # V252913 DISBURSER'S NOTICE IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED December 08, 1995, IN BOOK 683 AT PAGE 127. PAGE 5 MAR-27-1996 14:59 3034764534 P.07 .. L A N L E G U A R A N T E E C 0 M P A N Y .. DISCLOSu~E STATEMENT Requ i red by Senate Bill 91 -14 A) The subject real property may be located in a special taxing district. B) A Certificate of Taxes Due listing each taxing jurisdiction may be obtained from the County Treasurer or the County Treasure r's authorized agent. C) ThP. 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 . Required by Senate Bill 92-143 A) A Certificate of Taxes Due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent . MAR-27-1996 14:59 3034764534 . 87/. P.08 • NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PROJECT TITLE: BUFFEHER CREEK CHALET 7 NEW (SFR,PjS,DUP) PERMIT Permit #: B95-0313 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 Department of Community Development /730 Job Address: Location ... : Parcel No .. : Project No. : ~ BUFFEHR CREEK RD BUFFEHER CREEK CHALET 7 2103-122-10-007 PRJ95-0194 Status ... : ISSUED Applied .. : 09/18/1995 Issued ... : 10/30/1995 Expires .. : 04/27/1996 APPLICANT ZEEB CONSTRUCTION CO Phone: 3039493292 P 0 BOX 1997, AVON CO 81620 CONTRACTOR ZEEB CONSTRUCTION CO Phone: 3039493292 P 0 BOX 1997, AVON CO 81620 OWNER BUFFEHR CREEK PARTNERS PO BOX 305, MINTURN CO 81645 Description:NEW SFR Occupancy Type Number of Dwelling Factor Sq. Feet Units: 001 Valuation 382,052.76 Dwellings Zone 2 V-N Private Garages Zone 2 V-N Masonry Table Date: 06/20/1995 Town of Vail 93.48 4,087 27.60 456 Subtotal: 4,543 Total Valuation: Adjusted Valuation: 12,585.60 394,638.36 394,638.36 454,000.000 Fireplace Information : Restricted: y #Of Gas Appliances : #Of Ga s Logs: 2 #O f Wood/Pal l et : *********************************************************** FEE SUMMARY ********************************************************** Building-----> 2,156.00 Restuarant Plan Review--> .00 Total Calculated Fees---> 4,941 .85 Plan Check---> 1,401 .40 ORB Fee-----------------> 200 .00 Additional Fees---------> .00 Investigation> .00 Re creation Fee----------> 681 .45 Total Permit Fee--------> 4,941 .85 Will Call----> 3 .00 Clean-Up Deposit--------> 500 .00 Payments----------------> 4,941.85 TOTAL FEES--------------> 4,941 .85 BALANCE DUE-------------> .00 ********************************************************************************************************************************** Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division: 09/19/1995 CHUCK Action: APPR Item: 05400 PLANNING DEPARTMENT Dept: PLANNING Division: 10/03/1995 RANDY Action: APPR see conditions Item: 05600 FIRE DEPARTMENT Dept: FIRE Division: 09/19/1995 CHUCK Action: APPR Item: 05500 PUBLIC WORKS Dept: PUB WORK Division: 10/19/1995 CHUCK Action: APPR ********************************************************************************************************************************** See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, co.pleted an accurate plot plan, and state that all the information provided as required is correct . I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws , and to build this structure j ording to the T codes, design review appro ved, Uniform Building Code and other ordinances of Send Clean-Up Deposit To: SIGNA 0 RECYCLEDPAPJ:.'R • 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 Department of Community Development PAGE 2 ******************************************************************************** Permit #: B95-0313 CONDITIONS OF APPROVAL as of 10/30/95 Status: ISSUED ******************************************************************************** Permit Type: NEW (SFR,PjS,DUP) PERMIT Applicant: ZEEB CONSTRUCTION CO Job Address: 1726 BUFFEHR CREEK RD Location: BUFFEHER CREEK CHALET 7 Parcel No: 2103-122-10-007 Applied: 09/18/1995 Issued: 10/30/1995 ******************************************************************************** CONDITIONS ******************************************************************************** 1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. 2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS, AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE ROOF DIRECTLY ABOVE. 3. The limits of disturbance shown on the site plan must be staked out by a surveyor prior to and site disturb activity. Snow fence must be installed along entire limits of disturb. and maintained up and in good condition at all times until construction is complete. 4. Exterior lights must meet the requirements of the lightling ordinance. use of recessed can lights is strogly encouraged 5. Culverts at driveway are NOT approved. A bridge will be substituted for the culverts as shown on DRB approved site plan for lot 6. Bridge plan to be engineered and submitted to public works for review and approval. 6. Final pond design (engineered) and landscape plan to be submitted for DRB review and approval prior to issuance of a TCO for this house. 7. Platting of property required before TCO. 0 RECI'CLEDPAPER • **************************************************************** TOWN OF VAIL, COLORADO Statemnt **************************************************************** Statemnt Number: REC-0092 Amount: 4,741~85 10/30/95 15:44 Init: JR Payment Method: CK Notation: 2215 Permit No: Parcel No: Site Address: Location: This Payment B95-0313 Type: B~BUILD 2103-122-10-007 1726 BUFFEHR CREEK RD BUFFEHER CREEK CHALET 7 Total 4,741.85 Total ALL NEW (SFR,P/S,DUP) PE Fees: Pmts: Balance: 4,941.85 4,941.85 .00 **************************************************************** Account Code Description Amount 01 0000 41310 BUILDING PERMIT FEES 1,956.00 01 0000 41331 DESIGN REVIEW FEES 200.00 01 0000 41332 PLAN CHECK FEES 1,401.40 01 0000 22002 CLEANUP DEPOSITS 500.00 30 0000 45032 RECREATION FEES 681.45 01 0000 41336 WILL CALL INSPECTION FEE 3.00 • CIIECK REQUEST PREPARED BY: DATE: VENDOR NAME. VENDOR NUMBER : DESCRIPTION OF EXPENSE: CLEAN UP DEPOSIT REFUND FOR BP #/8 9S-tJ3/ NAME oF JoB: 3 u r~;; /I~ c,eG£/c:. 171? r ,J 6;<?_ ACCOUNT NUMBER: 01 0000 22002 \ ~80 .. ,~ AMOUNT OF REFUND: u ()'-€./ DATE APPROVED : APPROVAL SIGNATURE: <1 t r r t i f t n t t r nf ®r r u p a u r y Wn m t t ®f ll n i l ll u i l b i n g il r p a r t m r n t TH I S CE R T I F I C A T E . IS S U E D PU R S U A N T TO T HE . RE Q U I R E M E N T S OF TH E UN IF O R M B U I L D I N G CODE CE RT I F Y I N G TH A T AT TH E T I M E OF IS S UA N C E TH I S ST R U CTU R E WA S I N CO M P I . I A N C E W I T H THE VA R IO U S OR D IN A N CE S OF TH E T O W N RE G U L A T I N G BU IL D I N G CO N S T R U C T I O N . A N D OR USE. TO TH E BE S T OF OU R KN O W I . E D G f . . 1\ : a m t : - BU F F E H R CR E E K PA R T N E R S - - - - -- - - - - - - - - - - - - - - --- - - - - - ll s l ' Cla~ ~ ifi c a r i o n Ne w SF R G r o u p R3 / M l _ _ _ _ _ _ _ _ Bu i l d i n g Pt : r m i r N o . B9 5 - 03 1 3 T y p l ' C o m r r u c r i o n V - N,_ , _ _ _ _ _ _ O w n e r o f Bu i l d i n g BU F F E H R CR E E K PA R T N E R S - P . 0 . Bo x 3 0 5 , M i n t u r n , CO 81 6 4 5 Bu i l d i n g A d d r e ss 17 3 0 B u f f e h r Cr e e k Ro a d w - l ~ tm~ Th e bu i l d i n g of f i c i a l ma y , in wr i t i n g , su s p e n d or re v o k e a Certificate of Oc c u p a n c y is s u e d un d e r th e pr o v i s i o n s o f th i s co d e whenever the ce r t i f i c a t e is is s u e d in er r o r , o r on tb e ba s i s of in c o r r e c t information su p p l i e d , or wh e n it is de t e r m i n e d tb a t th e bu i l d i n g or structure or po r t i o n th e r e o f is in vi o l a t i o n of an y or d i n a n c e or re g u l a t i o n of the To w n o f Va i l or an y of th e pr o v i s i o n s of th i s co d < : . Bu i l d o n l ( Of f i c i a l P O S T I N A C O N S P I C U O U S P L A C E • • . -· -· 11tWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM DATE: q .\'2.·9.'2 • t S£P 1 3 1995 AP P LICAT ION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT r DE~ DEP\ )(••*************************** PERMIT INFORMA~ION .*********************;****:** ~-Bui ldin g ( )-Plumbing ( )-Electrical [ )-Me chanical ( )-Other ______ __ ~ Cfff'f-CHALET tr ,~ 1.---J? Job Nam e: Job Address: ·\1'2.;0 ~ ~ f'Oi"cc Legal De script i on: Lot t ~t A Filing SUBDIVISION: L \A Wt\Mt:=:t:z- Own e rs Nam e: w~ ZN~Me=F-Address: f.'O. ~ ~~~ MIN1VfN Ph.ro-1-11o\ ~~\..}J\ ~~ Arc hi teet: A\..M bizc+t tl'fi:--1?. 1\•Jc;.. Address: f?O. ~ '?'.J-\ \ . VAl\.., Ph .&"":t.qlP;O . 1 I Gene ral De scription: 7~N~ ~\l)j fZ-e"':::A~ <,' Work Class: ~-New ( )-Alteration ( )-Additional [ )-Repair [ )-Other ________ _ Number of Dwelling Units: Number of Accommodation Units: ~ ~mber a nd Type of Fireplaces: Ga s Ap p liance s ____ Gas Logs Wood/Pellet ~********************************* VA LUATIONS ********************************* BUI LDING: $ Q-1-B, ~ ELECTR I CAL:$ OTHER:$ P LUMBING : $ MECHANICAL: $ TOTAL: $:--""-,-f -r-"5...,..?;:--r/--)2--.-CJ...,...,--- ·**************e~·g/i::t?J ?*Y CONTRACTOR INFORMATION *************************** e n e ral Contractor: ~ cLlH~T\~, lNC. Town of Va il Reg. NO. 3Jjj 0 Ad dress: P.o.~ \~:t 1 AvoN. C...O BI!R~ ~hone Numb e r: ~:1;]-9'20e! -·--Lf'1 •:) "'\ '1 d- Electric al Contractor: aB ~ 695-01\:?:> Town of Vail R g. NO.-. Ad dress: ~ Phone Number: Plumbing Contractor: Address: · Town of Vail Re g. NO. ______ _ Pho ne Number: --------------------------------------- Mechani ca l Contractor: Addres s : . ******************************** ' BPILDING PERMIT FEE: P LUMBING PERMIT FEE: MECHANI CA L PERMIT FEE: ELECTRICAL FEE: OTHER TYPE OF FEE: DRB FEE: TYP E GRO UP SQ. FT. VALUATION ~ T own of Va il Reg. NO. ______ _ P hone Numb e r : FOR OFFICE USE ******************************* BUILDING PLAN CH ECK FEE: PLUMBING PLAN CHECK FEE: MECHANICAL P LA N CHECK FE E : RECREATION FEE: /2.£ ~ (. CLEAN -UP DEPOSIT: TOTA L PERMIT FEE ~ BUILDING: 0 ~ SIGNATURE: ;~~~~~~RE: t2?J 1Z" ;:v<Z::::: - comme nts: ---.-p&o::;__~-z-r.~F--· ....,....:. ·~1J~:,.,n~/~-;nq-==-)-r-~~=:---~£;....--p~YI~zr-7<:-------- 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 • Lh -Q. I VI V\ p '--" \3UF'FCIL ~t"ICK cS.~TS -"rc., -41; NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E95-0270 Department of Community Development Job Address: Location ... : Parcel No .. : Project No.: 1726 BUFFEHR CREEK RD ZNEINNNER RESIDENCE 2103-122-10-007 PRJ95-0194 Status ... : ISSUED Applied .. : 11/13/199: Issued ... : 11/13/199: Expires .. : 05/11/199f APPLICANT WAGNER ELECTRIC INC Phone: 3039496161 P.O BOX 4995, VAIL CO 81658 CONTRACTOR WAGNER ELECTRIC INC Phone: 3039496161 P.O BOX 4995, VAIL CO 81658 OWNER BUFFEHR CREEK PARTNERS PO BOX 305, MINTURN CO 81645 I 1 ·~ 6 Descr i ption: TEMPORARY POWER Valuation: 500.00 *********************************************************** FEE SUMMARY ********************************************************** Electrical---> ORB Fee ---> Investigation> Will Call----> TOTAL FEES---> 50.00 .00 .00 3.00 53.00 Total Cal culated Fees---> Additional Fees---------> Total Permit Fee--------> Payments----------------> BALANCE DUE-------------> 53 .00 .00 53 .00 53.00 .00 ********************************************************************************************************************************** Item: 06000 ELECTRICAL DEPARTMENT 11/13/1995 DAN Action: APPR Dept: BUILDING Division: ********************************************************************************************************************************** CONDITION OF APPROVAL ********************************************************************************************************************************** DECLARATIONS I hereby acknowledge that I ha ve read this application, filled out in full the inf ormation required, completed an accurate plot plan, and s tate that all the information provided as required is correct. 1 a gree to comply with ·the information and plot plan, to comply with all Town ordinances and s tate Laws, and to build this structure ac cording to the Town's zoning and s ubdiv i sion codes, design review approved, Unifo r m Building Code and other ordinances of the Town applicable thereto . REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5 :00 PM 0 RECYCLEDPAPER • •• **************************************************************** TOWN OF VAIL, COLORADO Staternnt **************************************************~************* Statemnt Number: REC-0099 Amount: 53.00 11/13/95 12:56 Init: LRD Payment Method: CHECK Notation: #11635 Permit No: Parcel No: Site Address: Location: This Payment E95-0270 Type: B-ELEC 2103-122-10-007 ELECTRICAL PERMIT 1726 BUFFEHR CREEK RD ZNEINNNER RESIDENCE Total Fees: 53.00 Total ALL Pmts: Balance: 53.00 53.00 .00 **************************************************************** Account Code 01 0000 41313 01 0000 41336 Description ELECTRICAL PERMIT FEES WILL CALL INSPECTION FEE Amount 50.00 3.00 ~ > \g -C-\~-03~1 A 'l'OWN OF VAIL CONSTRUCT ~~ fi PEIUII T I! 1 J'A p.r:;··~· .:~:·_~1 9.~ ~~-=J~.J PERMI T l;.PPLICATION FO ~ ~ ~ ., ~ lif 171 -ffl - t.i ... # oATE : \\ \-'\~ 'l lrj-:t_ ~ \vf 1 I ArP L lCA'r iON MUS'l ' BE f J.LtED OUT COMPLETELY OR IT MJ} ~ OT BE ACCEPTED 1 •• N 0 V 0 8 1995 ·~nd•**idr <lf ********11 "~<w .;,**w*w ***** PERMIT INFORMA 'f iON *'~~**** *** * * ~-f \ . [ ) -nui h1ing ( ) -Pl u mb .i.ng DQ-Elact rical [ J -Meehan! 1 Jub NawH : -;~n Ji rLL{)-l.G._ ___ Job ~€k:.tf7 . .ali~-b~uoo.k. ~ Legal IJcscription : Lot______ a loc k~··--Filing _..s.l.lWYl.S~-~~~ OWllCl:'6 l lilme : 2.n ~..LI'fY\.lYX'--~·----Act tlress: l:L2L~-"t::>.~-~h ._-:----- 1\d d raes: -----·--·------Ph .·--·-- Gen•·r.al u~~:-;criptio n: .~L~!IlP-.----J2.9...~_E...__{}n L ~l ---· ~ .. ----·--- HorJ.. Cl nc:.;: [XJ ··Now ( ]-Alte r at ion ( )-Additional [ )-Repair [ )-Other __ ...._ ... Ntm·l)er of Dwelli ng Uni t.fi: _L_ Number of Ac commodation Un5.ts: ~ ' 1 Jl i,tlCl: and rl'y pa of Fh.-e p l lv ;es : Gas Appliances~ Gas Loge:_~~-Wood/Pellet_ A ~ J.w .;., * "'~= >~o ***** *** * * *~ * w.Jt -~tw * **** n ~ •• * VALUJ\.TIONS ••*********** ************** ****r f . .., . --- BU I Uil NG: $ l LECTRICAL: $ 5 00 :....._ PLUN OING: $ ]'II~C HANICAL: $ OTHER: $ TO TAL: r-· ~ ----------~~!~~~~~~ •• ~~***·*~~~~~ ••• ~**** 1 • """""~ ft " """"w " co TRACTOR INFORMATION***'~~*********************~ • 1 1::on o ral c o n t ractor: -·-------__ Town of Vail Reg. NO. __ _ 1\d uress: ____ I'honG Number: -· .. -----·-- J::le:ct r h ·~l c o n tractor: I q~f -~}?0! Jl.ddrcss: =:¥~ -~~ ~~ :C~I~.J ~q5=-b27D i'l u nt b~n g c ontractor! __ _ __ . ------- 1\dcl t'f.'~.s s: Town of Vail Reg. No .~~3 -~ Phone Nun\ber: ,Qld 9 -I 'OI."lR..L Town of Vail Reg. NO. ____ _ Phone Number: Jl ec h~n ica l Co ntract o r : +.**w~*~**~***•********w*******~.;, UUILDING PERMIT FEE: PLUi·:lHNG PERMIT FEE: HECHANICAL PERMIT FEE: .F'LECTR!CAL FE E: OTHER l'YPE OF FEE: DHB FEE: j 'l' 1 1)E ,.G R.ouj-s~. :FT./VALUATION 1----. ! -.. ---- Town of Vail Reg . NO. ____ _ Phc;m e Number: ~---·-- fOR OFFICE USE *****************~**********~* BUILDING PLAN CHECK FEE: PLUMBING PLAN CHECK FEE : MECHANICAL PLAN CHECK FEE: .RECREATION FEE : CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: ::.£~ L/·:o,~S:-= BU I LDING: SIGNATURE: ZONING: SIGNATURE: ~o m m Cl J t s:_~--~-~~-~~-~~~~~-~~-~w~~~-~~~~~~~~ -------··~·--------- 'j, ----··-------------· , .; .~._r:U!AN UP l>KP OS I T RE FUND TO : ~\·-··---- -----·-------··---------· TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 • • DEPARTMENT OF COMMU NITY DEVELOPMENT NOTE: THIS PERM IT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E96-0135 Job Address: Location ... : Parcel No .. : Project No.: 1726 BUFFEHR CREEK RD BUFFER CREEK CHALETS # 7 2103-122-10-007 PRJ95-0194 Status ... : Applied .. : Issued ... : Expires .. : ISSUED 06/26/1996 06/26/1996 12/23/1996. APPLICANT WAG NER ELECTRIC INC Phone: 3039496161 P.O BOX 4995, VAIL CO 81658 CONTRACTOR WAGNER ELECTRIC INC Phone: 3039496161 P.O BOX 4995, VAIL CO 81658 OWNER BUFF~HR CR EEK PARTNERS PO BOX 305, MINTURN CO 81645 Description: COMPLETE ELECTRICAL FOR NEW RESIDENCE Valuation: 20 ,000.00 *********************************************************** FEE SUMM ARY ********************************************************** Electri cal---> 193.00 Total Calculated Fees---> 196 .00 ORB Fee ---> .OJ Addi~ional Fees---------> .00 Invest isa t i.J .l> .00 Total Permit Fee--------> 196.00 \Jill Call----> 3 .00 Payments----------------> 196.00 TOTAL FEES---> 196 .00 BALANCE DUE-------------> .00 *************"***************rl:oc**** ******H'********************* *************************************** * * * * * * * * ***************** Item: 06000 ELECTRICAL DEPARTMENT Dept: BUILDING Division: 06 /26/~996 CnARLIE Action : APPR FOR ERNST G CONDITION OF APPROVAL 1. FIELD INS?ECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE 2. ALL \'i ORK MUST ABIDE BY THE 19 9 6 NEC *****************************~*************************************************************************************************** DECLARATIONS I hereby acknowledge that 1 ha ve read :his application, filled out in full the information required, completed an accurate plot plan, and state that all t he informa·;ion provided as required is correct . I agree to comply with the information and plot plan, to comply .1iti1 al, Tu.1:1 o ,·j ,'h:liiC~s o:'ld s•a·\e laws , and to build thi s s tructure according to the Town 's zoning and subdivision codes, design review approved, Uniform Building Code and ot1er ordinances of the Town applicable thereto. REQUESTS FOR lll '3 PE:TIO~ S:-.A_L 3E MA~: TIJ.:NT Y-FO UR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFIC E FROM 8:00AM 5:00 PH ._fkiuv&~ SIGNATURE OF OIJNER OR CONTRACTOR FOR HIMSELF AND OIJNER .. . • & *******************************************************~****** TOWN OF VAIL, COLORADO Statemnt ***********************'***************************************** Statemnt Number: REC-0161 Amount: 196.00 06/26/96 14 :31 Init: CD Payment Method: CK Notation: #12577 Permit No : Parcel No: Site Address: Location: This Payment ~96 -0135 Type: B-ELEC 2103-122-10-007 ELECTRICAL PERMIT 1726 BUFFEHR CREEK RD BUFFER CREEK CHALETS # 7 Total Fees: 196.00 Total ALL Pmts: Balance: 196.00 196_.00 .00 **************************************************************** Account Code 01 0000 41313 01 0000 41336 Description ELECTRICAL PERMIT FEES WILL CALL INSPECTION FEE Amount 193.00 3.00 AJ Al"Pl.l 1;'1\'l'IUN HU~'J.' BE f J.LLED OUT CQMPLE'l'ELY OR 1'1' MAY NO 'l' t::·~•'lr*.,.*ir'**"'~~*Hrtttt'llidr #-trn•llfr+rH.,_ l'EIU>U 'l' INFORMl\TION *,_iliff ' ;·, . l J -nui ldin9 l ) -Pl\mb .l n q IJX)-Eletctrical [ )-Mach 11i ---~- ,rol.> N l.u 1•1:l.: ~#!!:.C-.#.J:.L./.Hfer..":7 Job Adth:e rt.e : /J."' .tJ,tlEf.C'~ .. a~.~.f&u~---- l.i~9 n J.. l)cr:H..:~· Jp \: lon: L o t:.. __ ~···· . Ul ocr._ •. _...,._ F i li ll'J ___ ...... ~U.lrl/.1 'US BJ.!j_; _____ .... _ --·-- '··-~lH'J:r> ~~~1 n o: &LulJ&.CLt.ee~-~~IVJ.u:r.t:r;s: .&r~~-.. ~~~~/"Y'~_ .. __ Fh.~-~~ -3z_tz 1\J.:c:d .l:c ·.;t: ___ ........... --....... _._ ...... , ..• ~ ..... ------· J\u ctrosa: ........ ~.~~----.. ----·· ... -···--····--------Ph.·-----.. r..;-g n.-~x:n J. Ll'!f;C l •. t.pU on: .. -~···~ .. ··~·~-------~-.:!_.~~~-~~-·--· l .urK l:l cu a;: f)(,J··Uow ( )-1\l t .cn·atiml )-1\ddith>n~l. [ )-Repair [ J-Othe t·--~···-·· l lr.utll.'e r oc vweJ.J .tllC.J un J.tr.: __ j __ H ~llrJ;H~r of J\cconun¢dation Untta : • a .. l]llil l.;C l: CJ1n.i ·ry pe 01 l .. ir·'=lpl n •.!l:t!:'l: GaG J\J;.•pl!Ance s ___ Gus Loge: Wood/P ellet ., ~ -pei'qs -c 19'( -· 11' ~ ~. i'"' ~ ,, 4,-~. * ",,"',:, *.~f.~.,..,,.,,*~~ 1>c "'* * * '' "•"'"' VAJ,'UA'riONS "' ... "' • .a. • •" * * w •" "'• •-~< -~t 11 * • ..rr •In\ *., * ••• • ,. "1 E.9Ul-Or?>S . ~UJ LJJ H iG : -~-P.:J..l:ECTRI CAL ; '·.k.e 4?t2 .~ OTJIER: $ l)JJll~U,lN~: 1 l1EC 11hNlCAL! $ TOTA L : ~ .. ~_. ~., .. __________ ... .-~ ... --.. ··--· ···--·-·---·- j./(.;, M ~. ff"' i.,., ...... .;, ** * *~ tf #r ~ "'~ * ... ''" * w td GONTMC'l'O R ltl .FORMJ\'l'ION • *"' lir'lt'lt* *""****"'. ,.. ...... tt•'itttl'l ~ ~r~mn·t\ l C:\.m i.T <:,c l:(J r: l!:~liiJ _(tr.j_~f:N<..·"b.~t:J. ___ 'l'own of Vail ne9. NO. i\tl ,JroaFl: --~_iM2 .. BJuJ/L'I ._C:L . _________ ,M ·-l'huno N'Ulnl>o rt -l..'IL:...li:i:i.-__ _ Elr:·d:di.'lll cmaVt:tH.:t <.H:I tJ(g_4t!'JiX . ..£/aw~. #k '!'own of vail :R ag. lw .z;Z3·--F r.cJ<i ~c s s t _,tlfJ1...i.Ja,Q.;.~e1 ~tL---------~---·-l'hon~ Nunlber: :~££..~L- l'l11 111l> :II HJ l~(Jilt'.U\Ctor. t l>.cl<l r o::.s: ----------------··---· ·- J·le L:hn ni t~Hl <..:(.:mtt:a ct.ot·: hrt d re o t~: ....... --···-----··" .... ___ . ____ ......._ 'rown of' Vail Ra9 . No . __ _ Phone Numbe r: ___ ------- ··~,1 ~h*~~•~~~·~~~~~**••~~***~*~~ fUR OFFICE USE *•***"~~~•••••~****'~~**~•••••**~•- L'U !LI'>IJW Pt:RJHT FBF.: __ ·---·--nur!.DIN G PLT\N Cl tJ~CK FP:E ~ I'U ~f.Wl2JG PEIU.H'l' l<~ln:! -·~-----... __ ~ PJ..l.Jt10IHO VIJ\~1 CHECK F£F.: J.lF.:CJIANl CI\L P E1HH 'J.' Flm : ···----MECIIhN'I<:M .. l'Lltt~ CIIY.C I< F'Rir.: FLt:C'l'RlC''JH .. J~r.E: ltE<:ltEA'riON .F EE: ...... ,...~ ... -- OT HER 'l'YPE OF FEE: CLl!AN-UP DEPOSIT: r·~~:~~~;~~~[::J:--.. ~~~~~:~-~-~ ~giiii~::R~~ pj --l~~ CultllltOt'l if;: .............. 4 __ ....... , .... ~ .-·--··· -·-------.. ------·4 ...... _. ___ .. ____ " ______ ., .. ___ ... __ --...,_, .. -· ----·-- , ___ . . .. ·-·--·--·· .. ·-·------·----------·· ... ---......----·--· -~----- ... 4: ··-·· ~-·-... ···--· .. ·-· -..J .. ~ ... -..,--_ ... _.._,. .. ,_ ... ...._ ..... _.. ...... --...... ·~··.,._ ... _ ··-------··--· ... -·, ---···.--,.-,.~·----f _ .... ___ _ f\.;1.11,!' tj _ UP H&PU~H:.ltY.Jfill!Q. J.~..!. TOWN OF V ~DEPARTMENT OF COMMUNITY D~LOPMENT ~irfu~ 97 - 75 South Frontage Road Departm ent of Community Development NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 PLUMBING PERMIT Permit #: P96-0032 APPLICANT CONTRACTOR OWNER Job Address: Location ... : Parcel No .. : Project No.: 1726 BUFFEHR CREEK RD BUFFER CREEK CHALETS # 7 2103-122-10-007 PRJ95-0194 Status ... : Applied .. : Issued ... : Expires .. : ISSUED 04/23/1996 04/23/1996 10/20/1996 SNOW COUNTRY SERVICES Phone: 3039267575 P 0 BOX 157, AVON CO 81620 SNOW COUNTRY SERVICES Phone: 3039267575 P 0 BOX 157, AVON CO 81620 BUFFEHR CREEK PARTNERS PO BOX 305 1 MINTURN CO 81645 Description: PLUMBING FOR NEW SFR Valuation: 21,200.00 ***************************~************************* FEE SUMMAR Y ********************************************************** Plumbing -----> 330.00 Restuarant Plan Re v iew--> .00 Total Calculated Fee s---> 415.50 Plan Check---> 82.50 TOTAL FEES--------------> 415.50 Additional Fees---------> .00 Investigation> .00 Total Permit Fee --------> 415.50 Will Call ----> 3 .00 Pa yments----------------> 415.50 BALA NC E DUE----------> .00 **********************'*********************************************************************************************************** Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division: 04/23/1996 CHARLIE Action:-APPR CHARLIE DAVIS ********************************************************************************************************************************** CONDITION OF APPROVAL U A A A AU A***** AlUlA H AHA A A A A A A******************* H A A A A A************* A A A AHA U A AHA A UA A******** HA A A AU A AU************* AU AU A DECLARATIONS I hereby acknowledge that I ha ve read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as requ i red is correct. I agree to compl y with the information and plot plan , to co mply with all Town ordinances and state laws, and to build this s tructure acco rdi ng to the Town's zoning and subdivision code s , design ·review approved, Uniform Building Code and other ordinances of the Town appli cable thereto . REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM c-:zA::;;?oTiNER OR CO NTRACTOR FOR~EC'f'"'iiN~ 0 REC YCL ED PAPER to comply w codes, desi di ences and stJIIIIlws, and to build this structure according ~e Town's zoning and subdivision ov , Uniform Building Code and other ordinances of the Town ap ~le thereto . --........,;::~'/i,ll ~ L BE HADE T\IENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FR OM 8 :00 AH 5:00 PM SIGNATURE OF 0\INER OR CONTRACTOR FOR HIMSELF AND O....,...,_~~-.-...~::::=:::;------""T"r;...-;:;-;:-r.=MT=I'-r-:=w. 75 South Frontage Road ommunity Developme nt Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 0 RECYCLEDPAPER • • DEPARTMENT OF COMMUNITY DEVELOPMENT Department of Community Development NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M96-0027 Job Address ... : 1726 BUFFEHR CREEK RD Location ...... : BUFFER CREEK CHALETS# 7 Parcel No ..... : 2103-122-10-007 Project Number: PRJ95-0194 Status ... : ISSUED Applied .. : 04/23/1996 Issued ... : 04/23/1996 Expires .. : 10/20/1996 APPLICANT SNOW COUNTRY SERVICES Phone: 3039267575 P 0 BOX 157, AVON CO 81620 CONTRACTOR SNOW COUNTRY SERVICES Phone: 3039267575 P 0 BOX 157, AVON CO 81620 OWNER BUFFEHR CREEK PARTNERS PO BOX 305, MINTURN CO 81645 Description: Valuation: 23,400.00 MECH. FOR NEW RESIDENTIAL Fireplace Information : Restricted: Y #Of Gas Appliances : #Of Gas Logs: 2 #Of Wood/Pallet: *********************************************************** FEE SUMMARY ********************************************************** Mechanical---> 480 .00 Restuarant Plan Review--> .00 Total Calculated Fees---> 603.00 Plan Check---> 120.00 ORB Fee-----------------> .00 Additional Fees---------> .00 Investigation> .00 TOTAL FEES--------------> 603.00 Total Permit Fee--------> 603.00 Will Call----> 3 .00 Payments----------------> 603.00 BALANCE DUE-------------> . 00 ********************************************************************************************************************************** Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division: 04/23/1996 CHARLIE Action: APPR CHARLIE DAVIS CONDITION OF APPROVAL 1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 2. COMBUSTION AIR IS REQUIRED PER SEC. 607 OF THE 1991 UMC. 3. INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO APPENDIX CHAPTER 21 OF THE 1991 UMC. 4. GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND SHALL TERMINATE AS SPECIFIED IN SEC.906 OF THE 1991 UMC. 5. ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC.505 AND 703 OF THE 1991 UMC. 6. BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. 7. PERMITLPLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL ROOM PKIOR TO AN INSPECTION RE8UEST. 8. DRAINAGE OF MECHANICAL ROOMS C NTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 2119 OF THE 1991 UMC. ******************************************************************************** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct . I agree to comply with the infor~tion and plot plan, 0 R ECYCLEDPAPER . *~C o n ta c t Eag l e County As se ss ~f fice • <..t 9 70-3 2 8-8640 f.Q t.__F ~<j~!. ~ TOWN OF VAIL CONSTRUCT! t B 9 .5 --a s I ~ PER}liT II PARCE L #: 2-(a •s-!'-. ·( c..o 1> PERMIT APP{tCATION FORM DATE: -Zz -f~ 'PeD-<1' 5-Q I ~ cj -- tl APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ~***************************** PERMIT INFORMATION ***************************** [ J -Building I><J -Plumbing ( -Electrical [?1.:-Mechanfcal [ ] -Other ___ _ Job Name: ~Jv-(j(. cYy _ _k_l Job Address: /72C:. -~· \-P ...... .a.....;...v-____,.(_· ....... ('--;;......_ ___ _ Legal Description: Lot~ Block Filing _____ ~S~U~BD~I~V~I~S~I~O~N~: ______________ _ nM !J --~(~:P-/-1 Owners Name: prgv-CY<-, (J~v tvvv/ Address: -------------------------Ph. _______ _ Architect: Address: -----------------------Ph. ________ _ Gener"il Oeser iption: ______,2-. ·> (' <Q,_ ex t <I e ('~~9-.ltL...-..s...l-i....~..-.-______________________________ _ ~/ Work Class: )-New ( )-Alteration ( )-Additional [ )-Repair [ )-Other _____ _ Number of Dwelling Units: Number of Accommodation Units: * mber and Type of Fireplaces: Gas Appliances ___ Gas Logs ~ Wood/Pellet ******************{************* VALUATIONS ********************************* P'frb-o o ~+-fV\ q C:>-e o;;.... 7 BUILDING: $ ELECTRICAL:$ OTHER:$ PLUMBING: $ Z / ~-· MECHANICAL:$ Z 3 $ L TOTAL:$,..---------· 'tl* * * * * * *** *** **~ *****.* * * * * ** CONTpC!:.OR INFORMATION *** ** ** ******** *** *** ****** /t~neral Contractor : ~_c., G.n.at. :...L~-Town of Vail Reg. NO. P ·. Address: Phone Number: ..:....------ Electrical Contr actor : Town of Vail Reg. NO. _____ _ Address: Phone Number: --·---------- P lumbing Con ractor: -~-u_~, _L,rs.z,.J,., ~ ..._~ Address : _> l<. /2 "7 -~ (£_) ~i./.£7,.,.,_ Town of Vail Reg. NO.~_L_ Phone Number: -~-=-2i..2 ~ Mechanical Contractor: 5c ~r C~) Address: v ~---Town of Va i l Reg. NO. Phone Number: ----- ******************************** BUILDING PERMIT FEE : PLUMBING PERM I T FEE: MECHANICAL PERMIT FEE: ELECTRICAL FEE: OTHER TYPE OF FEE: DRB FEE: TYPE GROUP SQ. FT. VALUATION --------- FOR OFFICE USE ******************************* BUILDING PLAN CHECK FEE: PLUMBING PLAN CHECK YEE: MECHANICAL PLAN CHECK FEE: RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: BUILDING: SIGNATURE: ZONING: ·-SIGNATURE: Comments: ________________________________________________________________________ _ XCLEAB UP DEPOSIT REFIJND TO: BUFFEHR CREEK LOT 7 SNOW COUNTRY SERVICES HEATLOSS SUMMARY-WIRSB O IN G Y P C R E T E ZONE ROOM S Q BT U BT U NO . o. c . TU B E S / L O O P T O T A L SU P P L Y G P M F f F L O O R CO V E R I N G F T H E A T P E R LO O P S (I N ) J O I S T LG T H S F T O F W A T E R HE A D T Y P E US E D LO S S S Q F T SP A C E (F T ) TU B E T E M P 1 BUNK ROOM 35 7 95 6 0 27 --- - - 10 SL A B -- - - - 0 14 9 -- - -- - - HE A V Y CA R P E T / P A D 1 STUDY/STAIRS 31 2 77 7 0 25 4 10 SL A B 25 0 10 0 0 14 9 2 .7 4. 6 HE A V Y CA R P E T / P A D 2 SITTING 25 6 10 3 0 Q 40 -- - 6 GY P -- - - - 0 15 0 - ·-- -- - - HE A V Y CA R P E T / P A D 2 DINING/KITCHEN 41 1 82 4 0 20 5 10 GY P 25 0 12 5 0 15 0 2 .7 3 . 1 WO O D • 3 LIVING 34 8 17 0 0 0 49 -- - 6 GY P - ·-- - 0 15 0 -- - -- - WO O D 3 FOYER/HALL 31 3 12 1 0 0 39 -- - - 8 GY P - -- 0 15 0 -- - -- - - ST O N E 3 POWDER 25 29 3 12 -- - --·- 12 GY P -- ·-- - - 0 15 0 -- - - -- - - ST O N E 3 MUDROOM 65 86 2 13 5 12 GY P 25 0 12 5 0 15 0 3 .5 4 .8 ST O N E 4 GARAGE 46 1 94 1 0 20 2 12 SL A B 25 0 50 0 10 9 1. 3 4 .4 SL A B 5 MSTRBEDROOM 25 5 10 0 0 0 39 3 6 GY P 20 0 60 0 15 0 0 .9 0 .8 HE A V Y CA R P E T / P A D 6 MSTRBATII 13 4 44 5 0 33 -- - - 12 GY P ···- - - ·- 0 13 6 -- - - - - - TI L E 6 MSTRCLOSET 58 61 5 11 1 12 GY P 25 0 25 0 13 6 0 .6 3. 8 HE A V Y CA R P E T / P A D 7 BEDROOM304 17 0 32 0 0 19 ····- - 12 GY P -- - --·-- 0 13 9 -- - - - ···- - - HE A V Y CA R P E T / P A D 7 BATII305 47 16 4 0 35 -- - - - 12 GY P .. . . . . . . . . ... ... 0 13 9 -- - - -- - - TI L E 7 UPPER HALL 21 2 24 3 0 11 -·-- - 12 GY P -- - - - 0 13 9 -- - -- HE A V Y CA R P E T / P A D 7 LAUNDRY 47 53 8 l l 2 12 GY P 25 0 50 0 13 9 1. 2 3. 9 TI L E 8 BEDROOM307 23 8 56 6 0 24 - ~ 12 GY P -- - - -- ~~ 14 8 -- - - -- - - HE A V Y CA R P E T / P A D 8 BATII308 44 93 8 21 12 GY P 2 0 0 14 8 0 .8 1. 5 TI L E 9% BATII312 44 71 5 16 - --- 12 GY P -- - - - 0 14 5 ··--- -- - - - TI L E 9 1(" BEDROOM 310 24 4 60 5 0 25 2 10 GY P 20 0 40 0 14 5 0 .8 1. 6 HE A V Y CA R P E T / P A D TOTALS 40 4 1 11 1 7 7 1 28 ~ TO T A L -M 5 6 ' 15 0 14 . 5 4. 8 ~ ' Z - ( o h i SO 1. GAS OR WOOD FIREPLACES WI T I I O U T SE A L E D DO O R S MA Y AD V E R S E L Y AF F E C T TH E PE R F O R M A N C E O F RA D I A N T FL O O R SY S T E M S . 2. IF TWO DIMENSIONS APPEAR IN TH E "O C (I N ) " CO L U M N , IN S T A L L 50 % OF FL O O R AR E A O N ON E DI M E N S I O N AN D TH E OT H E R 50 % ON TH E OTHER DIMENSION. THE CLO S E R TU B E SP A C I N G SH O U L D BE DO N E CL O S E S T TO EX T E R I O R GL A Z E D WA L L S . SUPPLEMENTAL HEAT TO TA L L I N G 30 0 0 BT U H IS RE Q U I R E D IN TH E MA S T E R BE DRO O M. l ow no f Va U ~F I C E C OP Y • BUFFEHR. CREEK LOT 7 FLOOR COVERING TYPES. RA D I A N T CO N S T R U C T I O N TY P E AN D " R " VA L I J E S HA V E BE E N AS S U M E D IF NO T SH O W N ON TH E PR I N T S . PLEASE USE TWS SHEET TO CO R R E C T AN Y AS S U M P T I O N S MA D E TB A T AR E IN C O R R E C T . ZONE ROOM FL O O R CO V E R I N G CH A N G E F L O O R C O V E R I N G SO U R C E O F R " V A L U E C H A N G E " R " T C TY P E US E D TY P E TO : (L I S T CH A N G E S ) HE A T L O S S US E D {L I S T CH A N G E S ) 1 BUNK ROOM HE A V Y CA R P E T / P A D WA L L S 20 1 STUDY/STAIRS HE A V Y CA R P E T / P A D ... . . CE U . . I N G 40 2 SITTING HE A V Y CA R P E T / P A D GL A S S 2 2 DINING/KITCHEN WO O D SK Y L I G H T S NA 3 LIVING WO O D DO O R S 3. 5 3 FOYER/HALL ST O N E FL O O R S 19 3 POWDER ST O N E UN D E R SL A B 0 3 MUDROOM ST O N E SL A B ED G E 0 4 GARAGE SL A B FO U N D A T I O N WA L L 0 5 MSTR BEDROOM HE A V Y CA R P E T / P A D AI R CH A N G E I H R 0. 5 6 MSTRBATII TI L E % G L Y C O L 0 6 MSTRCLOSET HE A V Y CA R P E T / P A D IN S I D E DE S I G N TE M P 68 7 BEDROOM304 HE A V Y CA R P E T / P A D OU T S I D E DE S I G N TE M P -2 5 7 BATI-1305 TI L E 7 UPPER HALL HE A V Y CA R P E T / P A D 7 LAUNDRY TI L E 8 BEDROOM307 HE A V Y CA R P E T / P A D 8 BATH308 TI L E 8 BATI-1312 TI L E 8 BEDROOM310 HE A V Y CA R P E T / P A D .BE RADIANT FLOOR INSTAL L A T I O N TY P E IS AC T U A L L Y (C I R C L E ON E ) : 1 TUBING STAPLED UNDER SU B F L O O R 2 TUBING IN CONCRETE SL A B 3 TUBING IN GYPCRETE WI T I I FI N I S H E D FL O O R DI R E C T L Y OV E R GY P C R E T E 4 TUBING IN GYPCRETE WI T I I _ " SU B F L O O R DI R E C T L Y OV E R GY P C R E T E IS mERE ANY PLANS TO INST A L L AN AI R - T O - A I R HE A T EX C H A N G E R ? ? Y N IS THERE ANY PLANS TO INST A L L AN Y EX H A U S T SY S T E M OT H E R TH A N BA T H R O O M FA N S O R RA N G E HO O D ? ? Y N ' • ' ;S (\ h N ~ x-~ ~ ~ (\J ~ ~ ~ " V> \..]\ c N ....,) ,'( f ~ ~ ~ ~ ,... w N N :! ,\J". /. ~ N .... " ~ ' V'V w 1 -... ~ .. r s- t i : ~ r --r~ -~--~---~-~A -~--~-~ r--~~~tl"::r -~ I I I . L-- • • Heat Loss Analysis Report WIRSBO Radiant Panel Heating System Project#: 004 Date: 7110196 Prepared By COLORADO PLUMBING SERVICE , INC 45705 HWY. 6 & 24 GLENWOOD SPRINGS, COLORADO 81601 Project Information Name: BUFFEHR CK. LOT 7 Location: VAIL Closing Date : Project Summary Total Heat Loss: Upward : Downward: Supplemental : Net: Detailed Heat Loss Data Room: BATH 1 Gross Area : Unheated Area: Net Heated Area: Ceiling Height: Volume: Air Changes: Room Temp: 66,969 Btu/Hr 6 ,830 Btu/Hr 0 Btu/Hr 73,799 Btu/Hr 40 ft 2 0 ft 2 40 ft 2 8ft 320 ft3 0 .50 per Hour 65 OF Floor Component Floor Type: Slab On Grade Temp Below: Floor Cover Rv: Under Slab Rv: Edge Rv: Perimeter Rv: Ceiling Component Space Above Heated : Net Ceiling Area: Rv: Room Components 40 °F 0 .00 5 .00 5 .00 5.00 No 40 ft2 35.00 Phone #: (970) 945-9809 Fax#: (970) 945-0723 By : JACK SILLS Owner: ZEEB CONST. Engineer: Total Area : Outdoor Temp: Room Infiltration: Total Heat Loss: Upward: Downward: Supplemental : Net: Unit/Net: Slab Depth : Water Table Present: Space Below Heated : Downward Heat Loss: Unit Heat Loss: Floor Surface Temp: Heat Loss : (less sub components if any) Component I Length I I Height (ft) I Area (ft2) I Width (ft) Rv Wall1 L 8 I 8 , ~ _j 20.00 Page 1 290 Btu/hr 703 Btulhr 459 Btu/hr 0 Btu/hr 1,162 Btu/hr 29 Btu/hr/ft2 4inches No N/A 459 Btu/hr 11 Btu/hr/ft2 73 °F 109 Btu/hr I Heat Loss (Btu/hr) I 304 - • Room: BATHS 2 & 3 Gross Area : Unheated Area: Net Heated Area : Ceiling Height: Volume: Air Changes: Room Temp: Floor Component Floor Type: Temp Below: Floor Cover Rv: Floor Insulation Rv: Edge Rv: Peri meter Rv: Ceiling Component Space Above Heated: Net Cei li ng Area : Rv: 80 ft2 0 ft2 80 ft2 8ft 640 ft3 0 .50 per Hour 65 °F Suspended 65 OF 0.50 5.00 N/A N/A Yes 80 ft2 35.00 • WIRSBO Radiant Panel Heating System Room Infiltration: Total Heat Loss: Upward: Downward: Supplemental : Net: UniUNet: Slab Depth : Water Table Present: Space Below Heated: Downward Heat Loss: Unit Heat Loss : Floor Surface Temp: Heat Loss: Project #: 004 Date: 7110196 581 Btu/hr 885 Btu/hr 147 Btu/hr 0 Btu/hr 1 ,032 Btu/hr 13 Btu/hr/ft2 N/A N/A Same Source 147 Btu/hr 1 Btu/hr/ft2 70 OF 0 Btu/hr (less sub components if any) Room Components Component Length I I Height (ft) I Area (ft2 ) 1 Width (ft) Rv Heat Loss (Btulhr) Wall1 Room: BED#1 Gross Area : Unheated Area: Net Heated Area: Ceili ng Height: Volume: Air Changes: Room Temp: Floor Component Floor Type: Temp Below: Floor Cover Rv: Floor Insulation Rv : Edge Rv: Peri meter Rv: Ceiling Component Space Above Heated : Net Ceiling Area : Rv: Room Components Component Wall1 8 .J 8 I 64 l 20.00 225fF 0 ft2 225 ft2 8ft 1,800 ft3 0 .50 per Hour 65 °F Suspended 65 °F 0 .50 5 .00 N/A N/A Room Infiltration: Total Heat Loss: Upward : Downward: Supplemental: Net: UniUNet: Slab Depth: Water T able Present: Space Below Heated : Downward Heat Loss : Unit Heat Loss : Floor Surface Temp: Heat Loss: 304 1,633 Btu/hr 4 ,597 Btu/hr 750 Btu/hr 0 Btu/hr 5 ,347 Btu/hr 24 Btu/hr/ft2 N/A N/A Same Source 750 Btu/hr 3 Btu/hr/ft2 75 OF 0 Btu/hr Yes 225 ft2 35.00 (less sub components if any) Length I Width (ft) 15 Height (ft) 8 Page 2 Area (ft2) Rv 120 20.00 Heat Loss (Btulhr) 304 • • WIRSBO Radiant Panel Heating System Project #: 004 Date: 7110196 I_ Window_1_---'-__ 1_4 _ __,_ __ 4 __ ...__ _ _:_56-'----L... 2.00 2 ,660 Room: BED#2 Gross Area: Unheated Area : Net Heated Area : Ceiling Height: Volume: A ir Changes: Room Temp: Floor Component Floor Type: Temp Below: Floor Cover Rv: Floor Insulation Rv: Edge Rv: Perimeter Rv: Ceiling Component Space Above Heated : Net Ceiling Area : Rv: Room Components Component Wall1 210 ft2 0 ft2 210 ft2 8ft 1,680 w 0 .50 per Hour 65 °F Suspended 65 °F 0 .50 5 .00 N/A N/A Room Infiltration: Total Heat Loss: Upward : Downward: Supplemental : Net: UniUNet: Slab Depth: Water Table Present: Space Below Heated : Downward Heat Loss: Unit Heat Loss: Floor Surface Temp: Heat Loss : 1 ,524 Btu/hr 5,581 Btu/hr 945 Btu/hr 0 Btu/hr 6 ,526 Btu/hr 31 Btu/hr/ft2 N/A N/A Same Source 945 Btu/hr 4 Btulhr/ft2 78 °F 0 Btu/hr Yes 210 ft2 35 .00 (less sub components if any) Length I Height (ft) Area (ft2 ) J Width (ft) Rv Heat Loss (Btu/hr) Window1 20 .00 732 2_.0_0_ ~.._~--_~3,325 - 2a L a 22£____J_ __L_ 14 _1_ --=s=-----1'------10 __L Room : DINING & KIT. Gross Area: Unheated Area : Net Heated Area : Ceiling Height: Volume: Air Changes : Room Temp: Floor Component Floor Type: Temp Below: Floor Cover Rv: Floor Insulation Rv: Edge Rv: Perimeter Rv: Ceiling Component Space Above Heated : Net Ceiling Area: Rv: Room Components 680 ft2 Oft2 680 ft2 10ft 6 ,800 ft3 0 .50 per Hour 65 °F Suspended 65 OF 0 .50 5 .00 N/A N/A Yes 680 ft2 35 .00 Page 3 Room Infiltration : Total Heat Loss: Upward: Downward : Supplemental : Net: UniVNet: Slab Depth : Water Table Present: Space Below Heated: Downward Heat Loss: Un it Heat Loss: Floor Surface Temp: Heat Loss: 6,169 Btu/hr 11 , 133 Btu/hr 1,813 Btu/hr 0 Btu/hr 12 ,946 Btu/hr 19 Btu/hr/ft2 N/A N/A Same Source 1 ,813 Btu/hr 2 Btu/hr/ft2 73 OF 0 Btu/hr (less sub components if any) • Component Length I I Height (ft) Width (ft) • WIRSBO Radiant Panel Heating System Area (ft2 ) Rv Project #: 004 Date: 7110196 Heat Loss (Btu/hr) f-Wall1 50 tl 400 _ 20.00 1,449 Door1 _5 _ 7 -1--~ 5.00 665 Window1 -1--10 ___ 6 __ c.__ 60 l-,_2 .QQ_ __ 2 ,850 Room : GARAGE Gross Area: Unheated Area: Net Heated Area : Ceiling Height: Volume: Air Changes: Room Temp: 596 fF 0 ft2 596 ft2 8ft 4 ,768 ft3 0 .50 per Hour 55 OF Floor Component Floor Type: Slab On Grade Temp Below: Floor Cover Rv: Under Slab Rv: Edge Rv: Perimeter Rv : Ceiling Component Space Above Heated : Net Ceiling A rea: Rv: Room Components Component Wall1 40 °F 0 .00 5 .00 5 .00 5.00 Yes 596 ft2 35.00 Length I I Height (ft) Width (ft) 44 t-~ -I- Door1 12 Room : LIVING Gross Area : Unheated Area : Net Heated Area: Ceiling Height: Volume: Air Changes: Room Temp: Floor Component Floor Type: Temp Below: Floor Cover Rv : Floor Insulation Rv: Edge Rv: Perimeter Rv: Ceiling Component Space Above Heated : 340 ft2 0 ft2 340 ft2 10ft 3,400 ft3 0 .50 per Hour 70 °F Suspended 65 °F 0 .50 5 .00 N/A NIA Yes Page4 Room Infiltration: Total Heat Loss: Upward : Downward: Supplemental: Net: Unit/Net: Slab Depth : Water Table Present: Space Below Heated : Downward Heat Loss : Unit Heat Loss : Floor Surface Temp: Heat Loss : 3,870 Btu/hr 6,590 Btu/hr 3,335 Btu/hr 0 Btu/hr 9,925 Btu/hr 17 Btulhr/ft2 4inches No N/A 3,335 Btu/hr 5 Btu/hr/ft2 60 °F 0 Btulhr (less sub components if any) Area (ft2 ) 1 Rv 352 + 20.00 96 5 .00 --~ Room Infiltration: Total Heat Loss : Upward : Downward : Supplemental: Net: Unit/Net: Slab Depth : Water Table Present: Space Below Heated: Downward Heat Loss: Unit Heat Loss : Floor Surface Temp: Heat Loss : I I Heat Loss (Btu/hr) 1,088 1,632 3,247 Btu/hr 7,212 Btu/hr 1,473 Btu/hr 0 Btu/hr 8,685 Btu/hr 26 Btu/hr/ft2 N/A N/A Same Source 1,473 Btu/hr 4 Btu/hr/ft2 80 OF 0 Btulhr • • WIRSBO Radiant Panel Heating System Net Ceiling Area : Rv: Room Components Component 340 ft2 35 .00 Length I 1 Height (ft) I Width (ft) (less sub components if any) Area (ft2 ) Rv Wall1 ~1 j 8 l 328 20.00 -- Door1 7 5 .00 -35 - Window1 5 40 2.00 --- Room : LOWER HALL Gross Area: Unheated Area : Net Heated Area : Ceiling Height: Volume: Air Changes: Room Temp: 128 ft2 0 ft2 128 ft2 8ft 1,024 ft3 0 .50 per Hour 65 °F Floor Component Floor Type: Slab On Grade Temp Below: Floor Cover Rv: Under Slab Rv: Edge Rv : Perimeter Rv: Ceiling Component Space Above Heated: Net Ceiling Area: Rv: Room Components 40 OF 0 .00 5 .00 5 .00 5 .00 No 128 ft2 35.00 Component Length I I Height (ft) I Width (ft) N/A 0 0 Room : LOWER LIV. Gross Area: Unheated Area : Net Heated Area : Ceiling Height: Volume : Air Changes: Room Temp: Floor Component Floor Type: Temp Below: Floor Cover Rv: Under Slab Rv: Edge Rv: Perimeter Rv: 320 ft2 0 ft2 320 ft2 8ft 2 ,560 ft3 0 .50 per Hour 65 °F Slab On Grade 40 OF 0 .00 5.00 5.00 5 .00 Page 5 : Room Infiltration: Total Heat Loss : Upwa rd : Downward : Supplemental: Net: UniUNet: Slab Depth: Water Table Present: Space Below Heated: Downward Heat Loss: Un it Heat Loss: Floor Surface Temp: Heat Loss: (less sub components if any) Area (ft2 ) I Rv 0 I 0.00 Room Infiltration: Total Heat Loss : Upward : Downward : Supplemental: Net: UniUNet: Slab Depth : Water Table Present: Space Below Heated : Downward Heat Loss: Unit Heat Loss : Floor Surface Temp : I I I Project #: 004 Date: 7110196 Heat Loss (Btu/hr) 1,265 700 2 ,000 929 Btu/hr 1,276 Btu/hr 640 Btu/hr 0 Btu/hr 1,916 Btu/hr 15 Btu/hr/ft2 4 inches No N/A 640 Btu/hr 5 Btu/hr/ft2 69 OF 347 Btu/hr Heat Loss (Btu/hr) 0 2 ,323 Btu/hr 5 ,890 Btu/hr 2 ,396 Btu/hr 0 Btu/hr 8 ,286 Btu/hr 26 Btu/hr/ft2 4inches No N/A 2 ,396 Btu/hr 7 Btu/hr/ft2 74 OF • Ceiling Component Space Above Heated : Net Ceiling Area : Rv: Room Components No 320 ft2 35 .00 • WIRSBO Radiant Panel Heating System Heat Loss : (less sub components if any) Project #: 004 Date: 7110196 869 Btulhr Component Length I I Height (ft) I Area (ft2) Rv I Heat Loss Width (ft) (Btulhr) Wall1 1-20 C +-t-~o2o 20.00 I 228 Window1 13 _L_ 2 .00 2,470 ---'- Room : MASTER BATH Gross Area: Unheated Area: Net Heated Area: Ceiling Height: Volume: Air Changes : Room Temp: Floor Component Floor Type : Temp Below: Floor Cover Rv: Floor Insulation Rv: Edge Rv : Perimeter Rv : Ceiling Component Space Above Heated : Net Ceiling Area : Rv: Room Components Component 1 225 ft2 0 ft2 225 ft2 8ft 1,800 ft3 0.50 per Hour 72 °F Suspended 72 OF 0.50 5.00 N/A N/A No 225 ft2 35 .00 Length I Width (ft) Height (ft) I 8 Wall1 Window1 -'------'-- 25 7 5 Room : MASTER BED Gross Area : Unheated Area : Net Heated Area : Ceiling Height: Volume : Air Changes : Room Temp : Floor Component Floor Type : Temp Below : 225 f\2 0 ft2 225 ft2 9ft 2 ,025 ft3 0.50 per Hour 65 °F Suspended 65 OF Page6 Room Infiltration: Total Heat Loss: Upward : Downward: Supplemental : Net: Unit/Net: Slab Depth : Water Table Present: Space Below Heated : Downward Heat Loss : Unit Heat Loss: Floor Surface Temp: Heat Loss : 1 , 753 Btu/hr 5,036 Btu/hr 825 Btu/hr 0 Btu/hr 5,861 Btu/hr 26 Btu/hr/ft2 N/A N/A Same Source 825 Btu/hr 3 Btu/hrlft2 83 OF 656 Btu/hr (less sub components if any) Area {ft2 ) 200 35 Room Infiltration : Total Heat Loss : Upward : Downward: Supplemental : Net: Unit/Net: Slab Depth : Rv 20.00 2 .00 Water Table Present: Heat Loss (Btulhr) 842 1,785 1 ,837 Btu/hr 5,920 Btulhr 975 Btu/hr 0 Btu/hr 6,895 Btu/hr 31 Btu/hr/ft2 N/A N/A • Floor Cover Rv: Floor Insulation Rv: Edge Rv : Perimeter Rv: Ceiling Component Space Above Heated : Net Ceiling Area: Rv: Room Components Component 0.50 5 .00 N/A N/A No 225 ft2 35 .00 Length I j Height (ft) Width (ft) Wall1 hl_ 31 8 Door1 5 -t--7 Window1 6 ·-f-7 Room : UPPER HALL Gross Area: Unheated Area : Net Heated Area: Ceiling Height: Volume: Air Changes: Room Temp: Floor Component Floor Type: Temp Below: Floor Cover Rv: Floor Insulation Rv: Edge Rv : Perimeter Rv: Ceiling Component Space Above Heated: Net Ceiling Area: Rv: Room Components 128 ft2 0 ft2 128 ft2 8ft 1,024 ft3 0 .50 per Hour 65 OF Suspended 65 °F 0 .50 5 .00 N/A N/A No 128 ft2 35 .00 • WIRSBO Radiant Panel Heating System Space Below Heated: Downward Heat Loss: Unit Heat Loss: Floor Surface Temp: Heat Loss: Same Source Project #: 004 Date: 7110196 975 Btu/hr 4 Btulhr/ft2 78 OF 611 Btu/hr (less sub components if any) Area (ft2) j Rv 248 j_ 20.00 35 5 .00 42 2 .00 Room Infiltration: Total Heat Loss : Upward : Downward : Supplemental: Net: Unit/Net: Slab Depth : Water Table Present: Space Below Heated: Downward Heat Loss: Unit Heat Loss: Floor Surface Temp: Heat Loss: Heat Loss (Btulhr) 812 665 1,995 929 Btu/hr 3 ,822 Btu/hr 640 Btu/hr 0 Btu/hr 4,462 Btu/hr 35 Btu/hr/ft2 N/A N/A Same Source 640 Btu/hr 5 Btu/hr/ft2 79 °F 347 Btu/hr (less sub components if any) Component I Length I Height (ft) I Area (ft2) Rv Heat Loss Width (ft) (Btulhr) c--Wall1 _j_ _ Window1 Room : UPPER STUDY Gross Area : Unheated Area: Net Heated Area : Ceiling Height: Volume: Air Changes: Room Temp: 22 8 - 10 4 --~ 196 ft2 0 ft2 196 ft2 8ft 1,568 ft3 0.50 per Hour 65 °F r 76 40 -- Room Infiltration : Total Heat Loss : Upward: Downward: Supplemental: Net: Unit/Net: Page 7 20.00 2 .00 646 1 ,900 - 1 ,423 Btu/hr 8,324 Btu/hr 1 ,372 Btu/hr 0 Btu/hr 9 ,696 Btu/hr 49 Btu/hr/ft2 • Floor Component Floor Type: Temp Below: Floor Cover Rv: Floor Insulation Rv: Edge Rv: Perimet er Rv: Ceiling Component Space Above Heated: Net Ceiling Area : Rv: Room Components Component Wall1 Door1 -Window1 Suspended 65 "F 0 .50 5 .00 N/A N/A No 196 ft2 35.00 Length I Width (ft) I 45 6 Height (ft) 8 - 7 c-· 5 ·-19 -- • WIRSBO Radiant Panel Heating System Slab Depth : Water Table Present: Space Below Heated: Downward Heat Loss: Unit Heat Loss: Floor Surface Temp: Heat Loss: N/A N/A Same Source Project #: 004 Date: 7110196 1,372 Btu/hr 7 Btu/hr/ft2 86 "F 532 Btu/hr (less sub components if any) Area (ft2 ) I Rv Heat Loss (Btu/hr) 360 20 .00 1,05_9 _ r-~-1--5.00 - 798 1--2 .00 4 ,512 95 Notes: The intended use of this program is to provide accurate heat loss and design data for Wirsbo Radiant Systems. The heat loss and design data generated by the program will only be as accurate as the information supplied. Wirsbo Company is not responsible for the misuse of this program. Page8 in c. P .01 FIELD RfPO~T ATTENTION: SENT A~ PROJl:CT: t1 LJ FFeHs, f-PE e '<= 1...() T (t OAf£: ARRIVE: Wf.ATHER: .. WAlt.~ I :2PN N'i JO.NUMIIEA: 1SO+·O! TtQ WN 1 fiMI hmlng ~on fQr du. ptoject. The follow,g twrN .,. nottd: 1. WMre 1he triple LVL high ridGe roor beam burl nut to the upper floor atalra, f4J·2x4'• ww• UMd wt.• .-.:ata.ct out C4r2x6'•· An •dd'llonel .2xA ne.d• to b4t edded to thle ttucf P•*- 2. At 1M lklt of window b~ow lbt bridge, wh•t tht VIIJII L VL WDII flOOf' bNin bttrf, ~ J 2x8 INd. 3. To add u• x 48" ·~in the toot abo"-~droom 209 ~ 1nt rnefttf bedroom, add • 1-314• x .f..112.lVL to lhe 2x12 rafter tnhtt aldtl of the •~t ~. 4. SaUd Wocldng needa 10 be added in 1he Jolst tpKe abov. lhe ~~~ waN at the caiWMYIIt d4tdl on 1ht notlh Ufe, and below lh• ~mmera for tha &.rge window opMinu on 1t11 •••t 1ld1. 5. "' ~ eo .. noot eta1t o~. a.. .raort hMder acroaa ~· enc1 o.f a., o'*""u thould be •n.dted ton c:"''dltWf end of 1t1e ~ble LVl bum wtd\ • exex1"' qr• wilh (2..,.314- ......, ttvvugh boltll Ndt ftO. Tht a-~ bmvMn lhe two bl.u 1hould be filled In wtdt loUd bloddnQ. 6. Where lht bt.,. ~ below tho lowtr floor •talrw ¥¥ .. omfn.cf end I L VL ledQef ~ ~ 10 the c:oncrtte well, ~d 2x4 fun1no IN4a btiiOw 1M and 'fJf tht beam 10 adaqu•• tu~Jport lt. 7. Tht stMI bMm ovtr 1111 gar.oe doea not Ill Of'l the aw-l g1rage door header u orJain~Uy pllnntd. Tht wtidtd ft-.Md beem connection IJ accep~. f'fl'm .· 1, ZEEb CLJ)JJ~ · &vf~clt(u_ ()}M_fL ~~ -------------------~----------·--------~~"--------~·~- June 13 , 1996 Town ofVail • ZEEB CONSTRUCTION, INC. PO. Box 1997 A von, Colorado 81620 303 -949-3292 Dept of Community Development 75 South Frontage Road Vail , CO 81 6 57 Dear Sirs: • Re: Bueffehr Creek -Lot 6 and Lot 7 Please be advised of a change in subcontractors for the abo ve-mentioned jobs. We have terminated Snow Country Services, Inc. and hired Colorado Plumbing Service in their place. Since the permits for these projects were issued to Snow Country Services, we request these permits be cancelled and new ones issued to reflect Colorado Plumbing Service as the plumbing and heating contractor of record . T hank you for your cooperation . Sam Yantzer SY:sw FEB-05-96 MON 1219:46 AM Zeeb cons~, inc. 970 479 0588 P.El2 • • • 1 ~nter-Mo.-ntaln ~ EngiP.eeringLt.t. January 30, 1996 Zeeb Cons t:t:ucLiuu PO Box 1997 RE: Foundation Inspection Lot 7, Track A, Lia zniemer Vail, Colorado Project No. 95-0659~ Gentlemen: The unders igned visited the site on January 13 1 1996 to observe the soils exposed in the foundation excavation. The exposed soils consisted of weathered SHAI)E and SILTSTONE BEDRO CK, except for a portion of exposed soils at the southwestern corner of the proposed residence. 'l'he exposed soils a t the southwestern corner of the proposed residence consisted of sandy CLAY containing shal e and siltstone fragments. The exposed soils/SILTS'l'ONE and SHALE rock encountered in the footinq excavations were found to be suitable for a bearing pressure of 3000 psf. Should you have any quest ions regarding the information C.::ontaiaed i n tii is .ceport, please contact tl1e undersigned. Engineer 77 Metca lf Road, ##20 1 • Box 978 • Avon, Colorad o 61620 • Pno ne : 970-949 -5072 • From Den ver D1re ct: 893 -1531 14 20 van ce Stre8t • Lakewood, Culu1 auu 8021 s • Pl1 one: 303 -2 32 ·0 150 , 75 South Frontage Road Van Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 • VaU OFFICE COPY T o wn of Va i l 75 South Frontage Road Vail, Colorado 81657 (30 3 ) 479-2138 Plan analysis based on Department of Community De ve lopment the 1991 Uniform Building Code Name: BUFFEHR CREEK CHALET #7 Date : SEPTEMBER 18 , 1995 Occupancy: R3,M1 Address: 1730 BUFFEHR CREEK RD. Contractor: ZEEB CONST. Architect: BRENT ALM Type of Const : V-N Engineer : KRM Plans Examiner: CHUCK FELDMANN NOTE :The code items l i sted in t h is report are not intended to b e a complete listing of all possible code requirements in the 1991 UBC. It is a guide to selected sections of the code. FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS ------------------------------------------------------------------------ 2 Master bedroom 245 24 .50 12.25 1 Yes 2 Master bath 131 0.00 6.55 1 No 2 Bedroom #1 154 15.4 0 7 .70 1 Yes 2 Bath room#1 45 0.00 2.25 1 No 2 Bedroom #2 216 21.60 10 .80 1 Yes 2 Bath room#2 41 0.00 2 .05 1 No 2 Bedroom #3 184 18.40 9.20 1 Yes 2 Bath room#3 41 0.00 2.05 1 No 2 Halls, closets, etc . 603 0.00 0.00 1 No TOTAL FOR FLOOR 1660 1 1 Sitting room 252 25 .20 12.60 1 No 1 Dining room 188 18.80 9.40 1 No 1 Living room 306 30.60 15 .30 1 No 1 Kitchen 242 24 .20 1 2 .10 1 No 1 Garage 456 0 .00 0.00 1 No 1 Halls , closets, etc. 760 0.00 0.00 1 No TOTAL FOR FLOOR 2204 1 B Bedroom 355 35 .50 17.75 1 Yes B Office 200 20.00 10.00 1 No B Halls , closets, etc. 124 0.00 0.00 1 No TOTAL FOR FLOOR 679 1 Yes BUILDING TOTAL 3864 2 0 R E"CYCLt"VPA.PER 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 FOOTNOTES : • • Department of Community Development 1) EGRESS -An operable wi ndow or door that o pens directly to the exterior is r e quired from this r oom. The minimum c l e ar openabl e area must meet the following . --Sec . 1204. 1) The minimum c l e ar h eight i s 24 inches 2) The minimum clear width is 20 inches 3) The minimum c l e ar area is 5 .7 square f eet 4) The maximum si ll h e ight is 44 inches 2) The numb e r of exits is bas e d on Tabl e 33-A (Dw e llings) 3 ) A mechani c a l ventilation system ma y b e used in in li e u of exterior openings for ventilation. --Sec. 1 205. (c) 4) Th e requirement for an egress window in t h e bas e me nt is based on Sec. 120 4 . ROOM DIMENSIONS: Habitabl e space shall have a c e iling height o f not less than 7 f ee t 6 i nches. Ki t chens , halls , ba t hrooms and toi l et compartme nt s may have a ceiling height of 7 feet meas ure d Lo the l o west projection. If t h e ceiling i s sloping, then the minimum h e igh t i s requir e d in only 1 /2 of the area. --sec . 1207 . (a) Every dwelling unit shall have a t l east o n e room which ha s n ot l e ss than 1 20 square feet of floor area . Other habitabl e ro oms except kitc h e n s shall have an area of not less than 70 square feet . --Sec . 120 7 . (b) Habitabl e rooms oth er than a kitchen s h all not be less than 7 feet in any dimension. --Sec. 1207 . (c) GLAZING REQUIREMENTS : All glazing in hazardous l ocat i o n s is requir e d to be o f safety gla zing material. --Sec. 5406 . (d) 1) Glazing in ingres s and egress doors except jalousies. 2) Glazing in fixe d and sliding panels of sliding d oo r assemblies and panels in swinging doors other than wardrobe d oo rs . 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tub s , whirlpoo ls, saunas , steam r ooms , b ath t ub s a nd showers. Glazing in any port i o n of a building wall e n clos ing these compartme nts where the bott om exposed e dge of the glazing i s l ess t han 60 inc hes above a standing s urface and drain inlet. 6 ) Glazing in fix e d or operable panels adjacent t o a door wh ere the nearest exposed e dg e of t h e glazxing is within a 24 -inch arc of eith e r vertical edge of the door in a clos e d position a nd where the bottom exposed edge of the glazing is less than 60 inches above the walking s urf ace . 0 RECYCL I:.'Df'Al'ER 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 • • Department of Community De velopment 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings r egardles s of height above a walking surface . Included are structural baluster panels and nonstructural in-fill panels. See exceptions. SMOKE DETECTOR REQUIREMENTS: A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving a c cess to each sleeping area. --sec . 1210 . (a) 4 . A smoke detector is required on the ceiling or wall in each sleeping area.--Sec. 1210.(a) 4. A smoke detector is required in the baseme nt. --Sec. 1210 . (a) 4. A smoke detector is r e quir e d on all stori e s. --Se c. 1210. (a) 4. If the upper l eve l contains sleeping room(s), a smoke detector is requir e d in the ceiling of the upper l evel close to the stairway . --Sec. 1210. (a) 4 Smoke d e tectors are required to be wired to the building's power source and shall be equipped with a battery backup. Sec. 1210. (a) 3 . Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. --Sec. 1210. (a) 4. FIREPLACE REQUIREMENTS: FACTORY BUILT FIREPLACE: 1) Unit must be an approved unit. --S e c. 3705. (a) 2) Clearances and hearth size must be p e r manufactur e s approval . --sec . 3 7 0 5 . (a) & (b) 3) Chimney height must be per manufacturer's approval and Tabl e 37 -B OCCUPANCY SEPARATION: Between the garage and the residence, materials approved for 1hr fire construction are required on the garage side only and any doors between the garage and the residence are to be a self -closing 1 3/8 inch solid core door or a 20 minute fire door. --Table 5 -B & Sec. 503. (d) exc . #3 0 RE'CYCLJ::DPAPE::R 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 STAIR REQUIREMENTS: • • Departme nt of Community Development A stairway in a dwelling must be at least 36 inches wide . --Sec. 3306 . (b) The maximum rise of a step is 8 inches and the minimum run is 9 inches. --Sec . 3 3 0 6 . (c) exc . # 1 Provide a handrail on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers. --Sec. 3306 . (i) Provide a guard rail where drop off is greater than 3 0 inches. Minimum height = 36 inches, maximum opening size= 4 inches . --Sec. 1712. (a) exc . #1 The minimum headroom is 6f t.-8 inches. --Sec. 3306. (o) Enclosed usable space under the stairs is required to b e protect e d as required for 1hr fire -resistive construction. --Sec. 3306. (l) SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not mor e t han 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self-closing solid wood door 1 3/8 inches t hick or equivalent. --Sec . 1706. (f) 2) Gas vents and noncombustible piping installed in walls passing through 3 fl oo rs o r less do not need to be in 1 hour shafts. --Sec. 1706. (c) 3 ) Shafts for gas vents, fact ory -built chimneys, piping, or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts. --Sec. 1706. (c) 4) All other shafts are requir e d to be enclosed in a 1 hour assembly . --sec . 17 0 6 . (a) ADDITIONAL REQUIREMENTS: For R3 occupancy This project will require a site improvement survey . Such survey shall be submitted and approved prior to request for frame inspection. All crawl spaces within the Town Of Vail are limited to a earth to structural floor ceiling height of 5', be earth floor only, b e ventilated as per UBC 2516(C)6 with minimum access as per UBC 2516(C)2 and maximum access of 9 sq . ft . 0 RE:CYCLEDPAPF:R 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 • • Department of Community Development Any building site with a slope of 30 degrees or mor e shall require an engineer design. Such design shall address drainage, soil retainage and structural design. Excavation below slabs on grade shall not be permitted without prior approval. Address numbers shall b e posted plainly visible and l e gible from the street. For Ml occupancy Slope garage floor to allow for drainage to outside to provide a floor drain with sand and oil intercept or to dry well or to sewer. Any garage floor drain connected to sewer must be approved by Upper Eagle Vall ey Water & Sanitation District. In garages with living area above , the walls of the garage wiich are bearing the area above shall be protected with one hour fire resistive construction. UBC 503(B). 0 RECYCL E!) PA PF:R 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 • Town of Vail 75 South Frontage Road Vail , Colorado 81657 (303) 479 -2138 Plan review based on •TownofVaU {)FFICE COPY Department of Community Dev e lopment the 1991 Uniform Building Code Name: BUFFEHR CREEK CHALET #7 Date: SEPTEMBER 18, 1995 Occupancy : R3 ,M1 Address : 1730 BU F FEHR CREEK RD. Contractor: ZEEB CONST. Archit e ct: BRENT ALM Type of Const: V-N Engine er: KRM Plans Examiner: CHUCK FELDMANN ============================================================================= 1 2 3 4 This project wi l l requir e a site improvement survey. This survey shall be submitted and staff approved prior to a requesL for a frame inspection . Under no circumstances will a frame inspection be done without an approved site improvement survey . All new construction within the Town of Va i l will be required to have an initial inspection by TOV Public Works Dept. to approve site drainage and culvert installation. This approval must be complete pr i or to any inspecti o n by the Building Department. This project is restricted from the burning of wood in fireplaces . Unless the loL is a restrict e d lot in size , thr ee gas logs fireplaces and thre e gas appliances are permitted per unit allowed . Gas log chimneys enclosures shall be one hr . protecte d. In bathrooms wi th a tub o r shower and in laundry rooms a mechanical ventilation system connected directly to the outside shall be provided . Bathrms which contain only a water closet or lav . may be v e ntilated with a recirculating fan. UBC 1205(c). A \.I REC YCLED PAPER 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 5 6 7 8 9 10 11 12 1 3 • • Department of Community Development Domestic clothes dryer exhaust ducts shall be installed as per UMC 1104 and 1903. Flexible duct connectors may not exceed 6' in length and shall not be concealed within construction . Ducts shall terminate outside the building and not exceed 14 ' l ength . No domestic dishwashing machine shall be directly connected to a drainage system without the use of an approved dishwasher air-gap fitting. UPC 608 . Cross connection control devices shall be installed to protect pollution of potable water supply by use o f approved backflow prevention devices. UPC 1003. Plumbing fixtures with mechanical apparatus shall be supplied with an access panel for inspection and r epai r of equipment. UPC 904 . Domestic ranges shall have a vertical clearance above the cooking surface of not less than 30" to unprotected combustible material . UMC 1901 . Heating and cooling equipment located in the garage shall be installed with the pilots and burners or heating elements and switches at least 18" above the floor level of the garage . UMC 508. A chimney enclosure for a wood burning fireplace fl u e shall be protected by a one-hour fire resistive construction. UBC 1706. Thi s involves lining the in side of such chase with 5/8 " Type X sheetrock and fire-taping joints. Approved gas logs may be installed in solid-fuel burning fireplaces provided the installation is accordi ng to the listing instructions, any damper shall be removed or permanently blocked, and a safety shutoff valve is provided . UMC 803. Supply a mechanical drawing indicating design of system , size (BTU and volume) of equipment, vent location and termination, and combustion air to be supplied p rior to any i n stallation. 0 HEC YCU'n PA PF.R • 75 South Frontage Road Vail, Colorado 81657 970-479-2138/479-2139 FAX 970-479-2452 14 15 16 17 18 19 20 • • Department of Community Development Due to Colorado State Statut es , all sink fauc etts and shower heads are r equ ired to utiliz e flow r estriction d evices . Also, the maximum water closet flu s h usage is limited to a maximum of 3.5 gallons p er flush. At eave s and valleys an adequate underlayment shall be provided to protect a structure from ice buildup and water damage. Two layers of f elt solid mopped to sheathing and b etween layers or a commercial water & ice shield may b e us e d as per Tabl e 32B1 . In addition to a minimum reinforcement, not l ess than two #5 bars s hall be provided around all window and door openings . Such bars shall be extended b eyond the corners of the openings not les s than 24". UBC 2614(d)7 . Any building site with a slope greater than 30 degrees shall require engineer designed drawings. Avalanche areas shall require such engineered drawings also. Drainage and structural integrity shall be addressed by such drawings. Because of this project's location, the foundation is required to be dampproofed to prevent damage to areas below finished grade . UBC 1707(d). The structure is required to be anchored to the foundataion with 1 /2 inch anchor bolts. The bolts must be into the concrete or masonry 7 inches and spaced a maximum of 6 feet apart. See code for additional requirements . --Sec . 2907. (f) Include a copy of the soils report for the site to b e built on . --Sec. 2905 . 0 HJ::CYCL t 'DI'APER • • HocHSTADT, STRAw ·& STRAuss, P.C. JORDAN HOCHSTADT GEORGE M . STRAW RICHARD S . STRAUSS Dr. Edward Zneimer P.O . Box 305 Minturn , co 81645 ATTORNE Y S AND C OU N SELLORS A T L A W 2 0 43 YO RK ST REET DENVER, C OLORADO 8020S T E L E PH O NE : (303) 329 -9 22 2 TELEF'A X : (303) 333 -7 127 October 24, 1994 RE: Lot 7, Lia Z n eimer Subdivision H O N . C HARLES A. F RIEDMAN OF' COUNSEL Dea~ Ed· {rl ~ Enc sed please find the revised Second Amendment and a red-lined cop as compared to first versio n dated October 13, 1994 . As per our telephone conversation, the f o llo wing changes were made : 1. I understand Lot 7 ha s no caretaker unit. Therefore, that language was eliminated and an affirma t ive state me nt was added reflecting that no caretaker un i t was being constructed . 2 . I added language wh i c h mak e s it ev e n c l e are r that Buffehr Creek Partn'ers alway s r e tain the right to lo c ate utilities in the Open Space of any Lot_ T he Open Space is all of the real estate (including the Drainage Ease me nt) exce pt the Building Envelope. Thi s definition i s the s am e as i n the other Declarations that also reserved the right to locate uti l ities in the Open Space as opposed to the located roads. I gather that the various utilities servicing all seven Lots are now being extende d from a number of points in the subdivision so the generic utility easements meet these requirements so long as they do not encroach on a Building Envelope . ~ I recommend that you deliver this version to the Town of Vail for r eview as it addresses Vail's conc e r ns vis a vis the Ordinance we are working under, the new Drai nage Easement and the Pond. It also ties together all seven Lots on the east side of the Buffehr Creek Road . The only significant d if f e r e nce between what we started with and ended up with is the fa ct that five Lots are paying for the first private driveway and two lots are paying for the second private driveway whi c h is both r e asonable and fair. Kindly advise me as to any comm ent s and j or requested revisions the Town of Vail may have. GMSjsaj Enclosu re Very trul y yo urs, HOC HS TADT, ST RAW & STRAUSS, P .C. N :\ ... \~EI M EJI\I.OT7\ZN E IME R1 Ll R • TO: MIKE McGEE ' TODD OPPENHEIMER ,RANDY STOUDER Return to ----''------ Town Pl~nncr INTER-DEPARTMENTAL REVIEW .PROJECT: LJ1 ~·vU ~ (Ar{] . . DATE SUBMITTED: f52 DATE OF P_UBLJC HEA~~G ------ t.p~ ~ ~'7~ yr $a COMMENTSNEEDEDBY:_-+~~~~. ------------ BRIEF DESCRIPTION OF THE PROPOSAL: 1?1' /,; ~7 /IW( )>w ~ ;11M?/ ~ ~ ;t--/ Engineering: Reviewed by:_\e_er_n_· ___ Date: a.1q /q4 Landscaping: Reviewed by: _____ Date: ___ _ Comments: Fire Dept.: Reviewed by:-----Date: ___ _ Comments : Distributed to the Fire Department, Public Works, and Land scaping on.--6?~,_._3_( ____ . ' ' SECOND AMENDMENT AND SUPPLEMENT TO DECLARATION OF PROTECTIVE COVENANTS AND EASEMENT DEED COVENANTS FOR PRIVATE ROAD AND UTILITIES ANNEXATION OF .. ' LOT 7 AN D TRACT C, LIA ZNEIMER SUBDIVISION, EAGLE COUNTY, COLORADO TO WHOM IT MAY CONCERN A. HISTORY 1. Buffehr Creek Partners, a Colorado Limited Partnership, (hereinafter referred to as "Buffehr Creek Partners") was the subdivider, via the Single Lot Subdivision ordinances of the Town of Vail, Colorado of the three Lots legally described as Lots 1, 2 and 3, Lia Zneimer Subdivision, Eagle County, Colorado. 2. Lots 1 and 2 were purchased and developed by LindseyjNilsson Development, Inc.; Lot 3 was purchased, owned and developed by BC Lot·3 Limited Liability Company. Three homes were constructed upon Lots 1, 2 and 3. 3. Pursuant to the Single Family Lot Subdivision Ordinance of the Town of Vail, Colorado, Chapter 17.25, Lots 1, 2, and 3 were each, severally, subdivided, platted and conveyed and, as required by the Town of Vail, a Declaration of Protective Covenants (hereinafter referred to as the "D e claration") was imposed against the three Lots and the Decla ration was recorded November 5, 199 2 in Book 590 at Page 722 (Rec eption Number 486821) of the records of the Clerk and Recorder of Eagle County, Colorado. 4. Lots 1, 2 and 3 were constructed upon a private Road (hereinafter the "Road" or the "Easement" or the "First Easement") connecting with the public Buffehr Creek Road and an Easement Deed Covenants for Private Road and Utilities (hereinafter referred to as the "Covenants") was recorded November 5, 1992 in Book 590 at Page 723 (Reception Number 486822) of the records of the Clerk and Recorder of Eagle County, Colorado. The Road was planned to also service proposed Lots 4, 5, 6 and 7. 5. Subsequent to the platting of Lot 5, a determination was made by Buffehr Creek Partners and the Town of Vail that the Road would only service Lots 1, 2, 3, 4 and 5 . Lot 5 was subsequently conveyed to BC Lot 5 Limited Liability Company and a home was subsequently constructed upon Lot 5 by BC Lot 5 Limited Liability Company. When Lot 5 was platted, Lo t 4 was designated on the Plat as "Tract B." .. 6. To evidence the Plat of Lot 5 and Lot 4/Tract B together with the extension of the Road to Tract B and Lot 5, the First Amendment and Supplement to the Declaration of Protective Covenants and Easement Deed Covenants for Private Road and Utilities was recorded with the Clerk and Recorder of Eagle County, Colorado on June 6, 1994 in Book 642 at Page 116 (Reception Number 538163). 7. To evidence the termination of the private Road (not the Utility Easement) at and including Lot 6 , a Vacation Instrument was recorded with the Clerk and Recorder of Eagle Cou nty, Colorado on July 7, 1994 in Book 644 at Page 685 (Reception Number 540730). 8. Summary: Lots 1, 2 , 3 , 4/Tract B and 5, Lia Zneimer Subdivisio n are subject to the Declaration and the Easement Deed Covenants for Private Road and Utilities which define the uses and occupations of the Dwellings constructed upon the Lots and the First Road and including the cost sharing arrangement between the seven Lots. B. CURRENT DEVELOPMENT 1. Buffehr Creek Partners has poured a foundation on Lot 7 and Lot 7 can, and has been, platted. The Lot 7 Plat is attached hereto and incorporated herein by reference as Exhibit 1 and which Exhibit 1 is a further Single Lot Subdivision of Tract A. 2. Exhibit 1, the Lot 7 Plat, was prepared by Alpine Engineering, Inc., Job Numbe~ , dated and executed by Kendrick E. Neubecker, Colorado Land Surveyor No. 24325 . Note 1: The planned, but yet not resubdivided fr om Tract A, Lot 6 is described on Exhibit 1 as "Tract C." Pursuant to Vail Ordinance 17.25.010, Tract C cannot be resubdivided as Lot 6 until such time as a foundation has been constructed upon Tract C. If, and when, a foundation is so constructed, Tract C may be conveyed from Buffehr Creek Partners if a Single Family Subdivision has been approved by the Town of Vail. 3. Lot 6/Tract C and Lot 7 are the last two Lots to be developed and subdivided from Tract A east and south of Buffehr Creek Road. The Declaration of Protective Covenants and Easement Deed Covenants for Private Road and Utilities for Lot 6/Tract C and Lot 7 are set forth below . -2- ' C. SECOND DECLARATION OF PROTECTIVE COVENANTS COVENANTS, CONDITIONS AND RESTRICTIONS FOR LOTS 6 (Tract C until legally subdivided) and 7, LIA ZNEIMER SUBDIVISION EAGLE COUNTY, COLORADO INCORPORATED INTO THE PLAT OF LOTS 6 (Tract C) and 7 LIA ZNEIMER SUBDIVISION EXHIBIT 1 PLAT PREPARED BY EAGLE VALLEY SURVEYING, INC., STAN HOGFELDT,COLORADO P.L.S. 26598 PURSUANT TO C.R.S. 38-51-100.3 ET. SEQ. (MINIMUM STANDARDS FOR LAND SURVEYS AND PLATS) RECORDED PURSUANT TO C.R.S. 38-35-109 ·~ (INSTRUMENTS AFFECTING TITLE TO REAL PROPERTY TO BE RECORDED) THE OWNER HOLDING TITLE TO THE TWO LOTS: Buffehr Creek Partners Limited Partnership TO WHOM IT MAY CONCERN Buffehr Creek Partners (hereinafter "Owner" or the "Declarant") of the real estate (hereinafter sometimes ref erred to as the "Two Lots") depicted and legally des cribed on the Plat ("the Plat") of Lots 6/Tract C and 7, Lia Zneimer Subdivision, Eagle County, Colorado and whi ch is attached hereto and incorporated herein by reference as Exhibit 1. The Declarant does hereby subject the aforesaid two Lots and being Exhibit 1 to the following Covenants which shall run with the land and be binding upon the heirs and assigns of the Owners. ARTICLE 1 GENERAL PROVISIONS The Declarant is the Owner of the real estate described on the Plat. The Exhibit 1 Plat is a port ion of the real estate (the u.subdivision") commonly know as "The Valley, Phase VI" and which has been approved by the Town of Vail, Department of Community Development, Planning and Environmental Commission on October 22, 1990, for subdivision into thirteen (13) Lots pursuant to Vail Ordinance 17.25.010 et. ~(Single Family Subdivisions). The Lia Zneimer Subdivision was r equi red by the Town of Vail to be subdivided into thirteen (13) Lots via three Phases. The two Lots subjected to this Declaration are the last two Lots located south of Buffehr Creek Road . -3- ' .. Appurtenant to each of the two Lots, each person or entity taking 'titl e to a Lot from the Owner is also granted an undivided one-half (1/2) interest, as a tenant in common, in and to the Private Road and Utility Easement (hereinafter referred to as the "Second Road") which shall provide access to the Owners of Lots 6 and 7 from their Lot to the public way on Buffehr Creek Road. The undivided and non-exclusive tenant in common interest in the Second Road shall be appurtenant to e ach Lot, shall be inseparable from each Lot and, the Easement crossing an Owner 's Lot shall not cause a merger of the Easement into the Lot Owner's fee estate. Any severance or further subdiv ision of th e Second Road Easement from a Lot shall be null and void . The provisions governing the Second Road and the Utility Easement are set forth below. ARTICLE 2 DEFINITIONS 1. "Owner" means any person, corporation, partnership, joint venture, limited partnership, limited liability company or any other entity holding record title to a Lot. 2. "Plat" means the Improvement Survey Plat as defined by C.R.S. 38-51-100.3 and Ordinance 17.08.130 and recorded with the Eagle County Clerk and Recorder and referenced above as Exhibit 1. 3. "Lots" mean Tract C (Lot 6 when it is platted) and Lot 7 legally described on the Plat together with the undivided one-half (1/2) interest as tenants in common ownership of the Second Road and Utility Easement as defined as a "Privat e Street" in Ordinance 17.08.120 and as shown and defined on the Exhibit 1 Plat. 4. "Building Envelope" means on the Plat of Lot 7 and being Envelope of Lot 6 will be defined in the time as it is platted. th e area shown and defined square feet. The Building Third Amendment at such 5. "Road or Second Road" means the Private Road and Utility Easement servicing Lots 6 and 7 to the public way on Buffehr Creek Road and as defined by Ordinance 17.08.170. The Private Road and Utility Easement legal description is shown on the Plat. · The rights and obligations of the two Lot Owners and Buffehr Creek Partners with respect to the Road and Utility Easement is set forth on the Easement Deed Covenants for Private Road and Utilities set forth below. 6. "Primary;secondary Residential Dwelling" means any Dwelling constructed pursuant to Vail Ordinance 18.13.010. The Lot 7 Residential Dwelling does not have a Secondary Residential Dwelling as a portion of its construction. -4- ' 7. "Building" shall mean any structure having a roof supported by columns or walls, or any other enclosed structure for the housing or enclosure of persons, animals or property (Ordinance 17.08.055). 8. "Ordinance" means the Ordinances of the Town of Vail, Colorado, as enacted on the date of this Declaration and as thereafter amended. All definitions co ntained within the Ordinances are incorporated into this Declaration by reference. 9. "Open Space" means all of the real estate located within Lots 1, 2, 3, 4 (Tract B), 5 , 6 (Tract C) and 7 except the real estate located within a Building Envelope. Declarant reserves the right to locate utilities in the Open Space. 10. "Project" shall mean the Subdivision, the thirteen (13) Lots created from the Subdivision and the Dwellings constructed , or to be constructed, upon the Lots within the Subdivision. 11 . "Homeowner's Association " means Buffehr Creek Homeowner's Association, a Colorado not for profit corporation, that may be formed by Buffehr Creek Partners or the Lot Owner's to perform the Owners ' duties and obligations under the Declaration, First Amendment or this Second Amendment and to enforce the same. 12 . "Pond " means the reflecting pool constructed and located upon, and appurtenant . t o, Lo t 7 . . < 13. "Existing Drainage Easement" means the present Drainage Easement upon Lot 7 and Tract C. The Existing Drainage Easement is merged by this instrument into the Drainage Easements shown on the Exhibit 1 Plat of Lot 7/Tract C. 14. "Drainage Easement" means the Existing Drainage Easements on Lots 1, 2, 3, 4 (Tract B) and 5 together with the "Additional Drainage Easement" as shown on the Exhibi t 1 Plat of Lot 7 and Tract C and which Easement shall be a burden and a benefit to Lot 7 and Tract C. ARTICLE 3 PRIMARY/SECONDARY RESIDENTIAL DWELLINGS 1 . A Primary Residential Dwelling (Unit) is, or has been, constructed within the Building Envelope upon Lot 7. No Secondary (Caretaker) Unit has been constru cted. -5 - ' ARTICLE ·4 BUILDING ENVELOPE ' 1. All Buildings on Lot 7 shall be constructed and located within the Building Envelope and shall not encroach upon the Open Space and within which is l oc at e d th e Drainage Easement. 2. A Building Envelope may be modified with the approval of the Vail Design Review Board ba sed upon detailed review of an individual architectural and site plan for a Dwelling Unit . The Design Review Board shall find that the modification to any Building Envelope does not substantially result in any negative impacts upon the Lot, adjoining Lots or have any adverse impact upon required geologic hazard considerations. 3. If an association of homeowners within the Project is formed, any modification of a Building Envelope shall also conform to the rules and regulations adopted by the Association. 4. Any modification of the Building Envelope shall not exceed fifteen (15) feet in length andjor width and, in no case, shall any Building be built in the twenty (20) foot setbacks shown on the approved development plan. ARTICLE 5 OPEN SPACE/LOT 7 POND 1 . No fences or d q rnesti c style landscaping shall be constructed or permitted in the Open Space. 2 . Open Space shall be preserved in its natural state. 3. Real estate within the Building Envelope and immediately contiguous to the Building Envelope may be "improved" with sod lawns and fences, but Buildings, inc luding fencing and sheds, may not be erected outside of the Building Envelope. The Pond on Lot 7 is specifically approved. 4. Declarant and for its heirs, assign and designees, RESERVES the right, at any time and from time to time, to designate and create Utility Easements and install Utilities within the Open Space (·including the Drainage Easements) for the use and enjoyment of the Owners of the Buffehr Creek Subdivision . The liability of the Declarant for exercising of this reserved right shall not exceed the cost of returning the Open Space t o its natural condition as required by this Declarati o n. T his r eserved right may be assigned by Declarant to the Buffehr Creek Homeowner's Association or all of the Owner's of the Project. 5. The Owner of Lot 7 shall, at its sol e cost and expense, keep, preserve, maintain, r e pair, r estore and replace the Pond located upon Lot 7 including, but n o t l i mited to, the physical -6- construction, specifications and configuration of the Pond, plantings associated with the Pond, filtration and circulation of the water to keep it clean and clear and maintain the Pond water level at its maximum high water mark via the domestic water supply servicing the Dwelling and the Pond. The Owner shall periodically drain the Pond as needed to clean, repair and otherwise prevent the P ond from leaking and refill the Pond. The Owner shall permit without co st or charge, if requested by the Town of Vail, the Town's use of the water in the Pond for firefighting purposes so long as the Town agrees to reimburse the Owner for any reasonable damage done to the Pond, i ts plantings and to replace the water used by the Town for firefighting purposes. The Owner shall, at all times, not obstruct the Drainage Easement and shall at all times keep the Pond inlet, drain, riser and spillway free and clear of obstructions and debris that inhibit the natural flow of upstream runoff. ARTICLE 6 HOMEOWNER'S ASSOCIATION AND GENERAL MATTERS 1. Declarant reserves the right to assign and convey any duty or obligation of Declarant hereunder to the Buffehr Creek Homeowner's Association, a C9lorado not for profit corporation that is, or may be formed, by Declarant or the Owners, as provided for herein . 2. The Owner's may, upon a majority vo te of the Lot Owners subject to the Declaration and First and Second Amendments to the Declaration, assign and convey the enforcement of any duty and obligation of the Owners set forth in this Second Amendment to Declaration to the Buffehr Creek Homeowner's Association. 3. This Second Amendment to the Declaration may be enforced by any Owner of a Lot or interested party, or, at its option, the Town of Vail, Colorado. 4. These Protective Covenants, with the exception of those defining the Secondary Dwellings, Building Envelope and Open Space, s hall expire on December 31, 2021, unless renewed by a majority of the Lot owner's then s u bject to these Covenants recording with the Eagle County Clerk and Recorder , Colorado, an instrument executed by them extending such Covenant s for a period of time, to not exceed fifty (50) years. A majority of the Owners of platted Lots may amend, modify, revoke or supplement these Covenants so long as they adhere to the restrictions on Declarant set forth below in Paragraph S(a). -7 - 5. Decl a rant reserves the right to amend, modify, revoke or supplement these Covenants, without the permission of any Lot Owner or those claiming by, through or under him; (a) so long as the Building Envelope and Open Space and Dwelling is not affected; or, (b) until the year 2000 or (c) such time as Buffehr Creek Partners, a Colorado Limited Partnership has conveyed all of its interest in the Subdivision, whichever event occurs first. 6. Notwithstanding Paragraph 5, no person or entity, may amend or terminate these Covenants without the written approval, in recordable form, of the Town of Vail. D. EASEMENT DEED COVENANTS FOR PRIVATE ROAD AND UTILITIES (as described on Exhibit 1 attached hereto) RECITALS Buffehr Creek Partners is the owner of Lot 6/Tract C and Lot 7, Lia Zneimer Subdivision, Eagle County, Colorado being described on Exhibit 1. The Declarant and Town of Vail originally intended that the seven Lots to be platted and located on the south side of Buffehr Creek Road a n d all seven Lots to be serviced by a single private Road which also included a Utility Easement. Subsequently, the Road (now referenced as the First Road) has been modified to only service Lots 1, 2, 3, 4, .and 5 . Lots 6 and 7 will be serviced by a Road (the Second Road) ~lso which adjoins and is adjacent to Buffehr Creek Road approximately 300 feet s o uth of the First Road . The Plat of Tract CjLot 6 and Lot 7 including the physical dimensions of the Road and Utility Easement are shown and described on the Exhibit 1 Plat . At the time of recordation of these Covenants further defining the Easement, Lot 6/Tract C and Lot 7 are owned by Buffehr Creek Partners. The physical Second Road Easement, Exhibit 1, will eventually be constructed into the shape of a "T". Presently the physical construction of the Easement is in the form of only the west arm of the "T" and the vertical, north jsouth portion of the "T" that services Lot 7 to the public way upon Buffehr Creek Road. The east (and longer) arm of the "T" will service Lot 6\Tract C when platted and that portion of the Second Road located and constructed . Each Owner of Lot 6 or Lot 7 , when a Lot is conveyed by Buffehr Creek Partners to such Owner, shall ow n an undivided and non-exclusive o ne -half (1/2) interest, as tenants in commo n with the other Owner, in and to the Road and Utility Easement legally -8 - described on the Plat. The Easements created herein are for the benefit of, and appurtenant to Lots 6 and 7. The covenants set forth below shall run with the two Plat ted Lots and the Easement shall be binding upon the aforesaid two parties, their grantees and their heirs, personal representatives and assigns. ARTICLE 1 THE SECOND ROAD EASEMENT Specific Definitions for the Road and Utility Easement: 1. "Road " (in addition to the Plat legal description of the Easement) means the physical structure constructed by Buffehr Creek Partners upon the Easement to provide access from Buffehr Creek road to Lots 6 and 7 and under the t erms and provisions set forth herein. 2. "Utilities" mean the electrical, water, gas, telephone, cable and any other such items now, or in the future, generally considered to be a "utility " necessary for the use and occupation of Lots 6 and 7 and either buried in the ground under the surface of the Road, Open Space or Drainage Easement, in the surface of the Road or affixed above the surface of the Road or Open Space. 3. "Tenant in Common" or "Co-Tenant" means one of the two Owners of a Lot served by the Easement. Two (2) Lots wi ll be served by this Second Road E~sement and each Lot Owner will own a one-half (1/2) undivided interest in the Second Road Easement and the Utility Easement. The description of the Easement serving Lot 6 will be set forth on a future plat of Lot 6. ARTICLE 2 UTILITY EASEMENT 1. Each of the two (2) Lot Owners and their successors and assigns is granted a non-exclusive perpetual Utility Easement over, across, above, upon and under the Road Easement and Open Space, including the Drainage Easement, for ingress and egress and utility services to his Lot. The Second Roadway and the Utility Easement is for the benefit of, and appurtenant to, each Lot and may not be subdivided or severed fr om the L ot . 2 . Each Lot Owner may use the Utility Easement for the use and benefit of the Lot for the installation, repair, removal, or restoration of utilities, including cable television and any further inventions or devices that become utilities to service the Lot. -9- ' ARTICLE 3 PURPOSE OF ROADWAY AND THE UTILITY EASEMENT The purpose of the perpetual Second Roadway Easement and the Utility Easement is for a non-exclusive access drive and roadway and general utility easement (in addition to the Utility Easements across, over and under the Open Space) to exist from the public way at Buffehr Creek Road (the "Public Way") to provide non- exclusive private access to the two (2) Lots and for the use and benefit of the Owners thereof. "Driveway purposes" as used in this Second Amendment to Declaration means use thereof by vehicles, persons on foot, horseback or other types of wheeled vehicles or any other conveyance now or in the future used for the movement of persons and property. Emergency vehicles such as fire trucks and very heavy vehicles such as moving vans, trash haulers and construction equipment may use the Road for: (1) ordinary course of business movement; (2) so long as their use of the Easement does not damage the Road; or, (3) so long as the Owner who benefitted from such use pays for the damage to the Road surface caused by such equipment. In the event that steel tracked equipment and vehicles with load limits in excess of 50,000 GVW's are permitted by an Owner of a Lot to use the Road, all damages and subsequent costs of repair caused to the Road by the use of such equipment shall be the sole cost and expense of the Owner permitting such use. The Utility Easement is for the installation of any needed utilities, both before and after construction of the Second Road, to the two Lots and as determined or required by any owner of a tenant in common interest in the Easement. Any Owner may, by further conveyancing, grant from time to time, interests in his interest in the Utility Easement to utility companies to service a Lot or Lots and it is agreed pursuant to this Second Amendment to Declaration and by the tenant in common Owners that a general quit claim of the Utility Easement in favor of utility providers and for servicing the two Lots is granted hereby without further conveyancing. Subject to the rules and regulations of the utility providers, no Owner may deny any other Owner the right to "tap into" or "tie into" existing utilities serving a Lot or the two Lots, so long as such Owner does not impair the service to the existing Owner or increase the costs to such Owner. ARTICLE 4 COVENANT THAT OPERATION OF EASEMENT NOT INTERFERE WITH TWO LOTS The Owner's of the two Lots shall use and operate the Easement and Road in such a manner that the operation thereof will in no way hinder or prevent the proper and reasonable use and enjoyment of both of the two Owners of the Lots. -10- ' No Co-Tenant shall place ·fences, obstructions, barricades or other structures on or across any portion of the Easement or Second Road, including parking, which will prevent or impede the flow of pedestrian and vehicular traffic as intended, except for temporary periods required for maintenance or initial construction of the Second Road, utilities, reconstruction, utility maintenance or to prevent the Easement and Second Road from becoming a public way. Both Owners subject to and as provided for in this Second Amendment to Declaration shall maintain any portions of the Road such as access points, parking areas and driveways located upon their Lots in good, useable and attractive condition at all times and at least to the standards of the Road. ARTICLE 5 EXPENSES TO BE SHARED Except as otherwise set forth herein, all costs and expenses of the Easement shall be shared as follows: the Owner of each of the two Platted Lots shall contribute one-half (1/2) of the cost. Until Lot 6 has been Platted, the Owner of Lot 7 shall each pay 100% of the costs. In the event that (1) any owner thereafter completion of first construction of the Second Road determines to install in the Uti~ity Easement underground or overhead utility services or takes any other action that damages or destroys the surface or support of the Second Road and which action is undertaken for the sole benefit of such Owner, in such case all costs and expense of such work, including restoration of the Second Road surface, shall be at the benefitted party's sole cost and expense; and, (2) if any Owner exceeds the load limits on the Second Road as set forth above and such activities cause unreasonable wear and tear to the surface of the Second Road, such party shall be responsible for the cost attributable to the deterioration to the Second Road caused by s u c h activities in excess of reasonable wear and tear. ARTICLE 6 MAINTENANCE AND REPAIRS OF ROAD EASEMENT DEFINED The repairs and maintenance to b e undertaken and performed under this Second Amendment to Declaration by the Owners with respect to the Second Road Easement shall include the following which listing is not to be exclusive: 1 . The Easement shall b e repaire d, maintained and replaced to the same standard, and in conformity with, the standards established and used to create and surface the Second Road pursuant to Town of Vail, Colorado required standards for Private Street supporting the then current traffic load. The expense of such work shall be apportioned equally between the two Lot Owners as set forth above. -11- ' ' 2. Repairs, maintenance.and restoration of the Second Road shall include filling of chuckholes, snow removal, salt replacement, regrading, resurfacing with blacktop or concrete and such other necessary work as is reasonably required to maintain the Second Road in a safe, attractive manner and in conformance with any governmental regulations or requirements governing the Easement. ARTICLE 7 LIMITS OF LIABILITY The Owners of each Lot, proportionately hereto agree, as set forth above, to bear the costs and expenses of repairs, restoration and maintenance of the Second Road authorized by them or as needed and as follows: 1. Such costs and expenses shall not exceed, in the aggregate, the sum of Eight Thousand Dollars ($8,000 .00) the first year subsequent to construction of th e Second Road to both Lots unless a greater sum is authorized in writing by the Owners of the Lots required to bear the costs by this Second Amendment to Declaration. The aforesaid sum is to increase each year by ten percent (10%), not compounded, and assessments may exceed such number so long as they are spread out over the number of years necessary to meet the maximum sum test. 2 . Resurfacing, blacktop and other capital improvements required to maintain the Second Road in a first class condition for its intended purposes shall not be subject to the limitation set forth above. However, capital improvements determined to be performed shall be set forth in a formal budget, bids and otherwise documented and which shall be presented to the Owners at least one (1) month prior to the commencement of any capita l improvement. Any Owner required to co ntribute to the cost of a capital improvement may contest in Eagle District Court the need for the capital improvement and the cost of the capital improvement . The party adjudicated to have acted in good faith and consistent with the purposes and intent of this Second Amendment to Declaration shall be awarded all of its costs and attorney fees for such a hearing. ARTICLE 8 DESIGNATION OF BUFFEHR CREEK PARTNERS AS INITIAL MANAGER Buffehr Creek Partners is hereby irrevocably designated as the agent for the Owner(s) of the Easement to contract for and oversee the repairs, maintenance, restoration and improvements authorized under this Second Amendment to Declaration with respect to the Second Road. Buffehr Creek Partners may, in writing and without the permission of any Owner, assign, in whole or in part; (1) the aforesaid rights and duties to the Town of Vail ; (2) the aforesaid rights and duties to one or both Owner(s) of the Lot(s); -1 2 - ' (3) a Manager authorized by Colorado Real Estate law to manage real estate (a Broker) engaged to manage the Road and the Easement; or, (4) the Homeowner's Association permitted to be created pursuant to the Declaration. Such an assignment shall relieve Buffehr Creek Partners of liability so long as the assigned party assumes and agrees to perform the duties set forth herein . The assignment and acceptance of the assignment shall be evidenced by a written agreement executed by the parties with reference to this Article and recorded with the Clerk and Recorder of Eagle County, Colorado. All utilities shall be placed in the Utility Easement (including the Open Space) by the providers thereof acting for the Owner to be benefitted thereby. Such Owner shall promptly pay for all costs and charges of such utility providers and indemnify and hold harmless the other Owner therefrom. No Owner is authorized or granted any right to act as an agent of any other Owner and subject such other Owner's interest in the Easement or his Lot to any claims. ARTICLE 9 COMPENSATION OF BUFFEHR CREEK PARTNERS Buffehr Creek Partners shall not be compensated for acting as a Manager for the Second Road, but it may engage a Manager to perform ~ts duties hereunder and the Manager's total yearly compensation for acting as the Agent for the Owners shall not exceed the greater of Five Hundred Dollars ($500.00) or ten percent (10%) of the yearly gross or budgeted assessments or such other amount as mutually agreed upon between the Owners of the two Lots. Such compensation is not to be included in the Owners' liability specified in Section 7 hereof . No bond shall be required of the Agent. ARTICLE 10 ADVANCEMENT OF COSTS AND EXPENSES The Manager may require the Owners of the two Lots to advance their percentage share for the Second Road of reasonably expected expenses or to create a sinking fund and hold the funds in a segregated trust account for use by the Manager in paying the costs and expenses authorized and incurred under this Second Amendment to Declaration. As the Manager requires additional funds from time to time to pay the costs and expenses authorized and incurred under this Second Amendment to Declaration for the Second Road, each Owner shall deposit his percentage share of the sums required , subject to the limits of liability under this Second Amendment to Declaration, in the Manager's Trust Account wi thin one (1) month of receipt of notice from the Manager that such funds are required. -13- • In the event that any Owner fails to pay the required amount within one (1) month of the Manager requesting the same in writing, such amounts shall become thereafter due and payable, bearing interest at the rate of 24% per annum, include a late fee of One Hundred Dollars ($100.00), and may be collected by suit against the defaulting party by the other Owner , the Homeowner's Association or the Manager for the Owners and which suit damages shall incl ude costs and reasonable attorney fees for collection of the Assessments. The interest earned and late fee shall be paid over by the Manager to the non-defaulting Owner as liquidated damages and not as a penalty. In addition, any Co-Tenant against whom a judgment has been obtained pursuant to this Article may b e denied by the other Owner , via the obtaining of an injunction, the right of use of the Second Road until the judgment has been satisfied. This right may be enforced by obtaining an injunction against the judgment debtor Owner and thos e taking through or under him '(the judgment debtor Owner expressly waiving any requirement of the other Owner to obtain a bond if required by such a proceeding) from the Eagle County District Court, Colorado and all costs and expenses, including reasonable attorney fees, shall be added to the exist ing judgment against the Owner for obtaining and enforcing such an order. The other Owner is expressly released from any liability whatsoever to the debtor Owner and those taking through or under him with respect t o the denial of such Owner's use of the Second Road. Such debtorjCq~TenantjOwner shall indemnify and hold harmless the other Co-TenantjOwne r from an y c laim of damage from any party asserting a right to use the Second Road on account of such parties legal relationships with the debtorjCo-TenantjOwner. ARTICLE 11 ACCOUNTING BY MANAGER The Manager shall furnish to the Owners of the Lots written reports of maintenance and repairs undertaken, costs and expenses incurred and receipts for the payment of costs and expenses at least once p e r year. ARTICLE 12 NOTICES Any notice or report required under this Second Amendment to Declaration shall be sent to the parties and the Manager at their last known address, at the address they have directed or at the address listed for such Owner of a Lot in the office of the Treasurer of Eagle County, Colorado. Any required Notice shall be made by regular mail, properly addressed with postage prepaid. From time to time, but at not more than five (5) year intervals, the Owners, the Manager or the Homeowner's Association, -14- \ • shall file with the Clerk and Recorder of Eagle County, Colorado a general Notice executed and acknowledged by all of the Owners an Estoppel Notice advising at least the following and such other information as the Owners may desire to make public: (1) the names, addresses of the Owners; (2) any outstanding amounts owed by any Owner on account of this Second Amendment to Declaration; and, (3) the current Managers name, address and telephone number. The Manager shall provide such information, in writing, to any Owner or interested party, within ten (10) days, upon the request of an Owner, for a fee to be determined by the Owners. ARTICLE 13 PERSONAL INJURY AND PROPERTY DAMAGE LIABILITY Any liability of the Manager or Owners for personal injury to any workmen employed to construct the Second Road or make repairs to the Second Road under this Second Amendment to Declaration, or to third persons, as well as any liability of the Owners for damage to the property of the Manager, or any such workmen, or of any third person, as a result of or arising out of construction, repairs, maintenance and restoration to the Second Road under this Second Amendment to Declaration shall be borne as between the Owners in the same fractions as they bear the costs and expenses of such repairs, maintenance ~nd restoration. The Manager shall have the affirmative duty to provide, or have provided, workman's compensation insurance, builder risk insurance and other like insurance to insure to the Owners reasonably adequate insurance proceeds and the defense of any claims. The premiums for such insurance shall be apportioned between the Owners equally. Any liability for the installation and repair of utilities shall be the sole responsibility o f the Owner being benefitted and it shall indemnify and hold harmless the other Owner from any tort or contractual claims, including mechanic's liens, as a result of such activiti e s. The Owner's shall each keep and maintain general liability insurance upon their respective Lo ts, including the Easement as an appurtenance, in an amount and terms to be agreed upon from time to time by the two Owners, but not less than One Million Dollars ($1,000,000.00) for a single occurrence and each Owner shall pay their own premium for such liability protection. Each Owner shall cause his insurance company to agree to not subrogate to any claims made under the policy against the other Owner. -15- • ' ARTICLE ·14 INDEMNITY Eac h Owner agrees to indemnify and hold harmless the other Owner against all liability for injury to himself or damage to his Lot when such injury or damage shall result from, arise out of, or be attributable to any maintenance, repair or restoration of utilities or to the Second Road undertaken pursuant t o this Second Amendment to Declaration. ARTICLE 15 REAL PROPERTY TAXATION Any real property tax es assessed against the Easement shall be divided between both of th e Lo t Owners as per their prorata fractional ownership of the Easement . If Eagle County does not assess the Easement as a separate taxation parcel, each Owner shall timely pay all real estate taxes assessed against his Lot. ARTICLE 16 EASEMENT TO RUN WITH EACH PLATTED LOT The Easement shall run with each platted Lot being Lots 6/Tract C (when platted) and 7 , and shall be appurtenant thereto, a burden and benefit ~o the platted Lot 7 and subsequently platted Lot 6 serviced by the Easement, and shall be binding on and s hall inure to the benefit of the Declarant, the Owners and their heirs, successors or assigns. Unless agreed to by all of the Owners or as otherwise set forth herein, n o Co-Tenant Owner may; (1) sever or convey his interest in the Easement separate and apart from the conveyance of his Lot; (2) or s ubdivide his interest in the Easement; (3) or subdivide the Utility Easement from the Second Road Easement; and, (4) any lien or encumbrance against a Lot shall also automatically include the Owne rs undivided t en ant-in-common interest in the Easement. It is understood and agreed that the Easement purposes, objectives and intents are: (1) the Second Road is to be used and occupied to the maximum extent possible and consistent with good traffic planning and traffic flow; (2) unl ess consented t o by both Owners of the Easeme nt, the costs of the Easement are to be divided equally among the two (2) platted Lot Owners; and (3) that utilities shall be generally placed in the Utility Easement and Open Space which is dedicated to the use and enjoyment of the utility providers who shall be responsible and liable for their actions within the Utility Easement and pursuant to th e common and statutory laws of contract and tort . ARTICLE 17 NO PARTNERSHIP OR JOINT VENTURE -16- • • This Easement for the Owners of Lot 6 (when platted) and Lot 7 as tenants-in-common and does not create, and is not intended to create, a partnership or other joint venture between the Owners of the two Lots and no third party beneficiary relationship with any party has been created or intended unless specifically set forth herein. ARTICLE 18 LITIGATION In th e e v e nt of any litigatio n wi th respect to this Second Amendment to Declaration, all such l i tigation shall be held exclusively in Eagle County, Colorado, District Court and the Court shall award to the prevailing Lot Owner or Owners all costs and reasonable attorney fees incurred. ARTICLE 19 HOMEOWNER'S ASSOCIATION AND GENERAL MATTERS 1. Buffehr Creek Partners reserves the right to assign and convey any duty or obligation of the Lot Owners set forth in this Declaration to the Buffehr Creek Homeowner's Association, a Colorado not for profit corporation that may be formed, by Buffehr Creek Partners or the Owners of all o f th e Lo ts in the Lia Zneimer Subdivision. 2. The Owners may, upon a majority vote of the Lot Owners, assign and convey any -duty and obligation of the Owners set forth in this Easement to the Buffehr Creek Homeowner's Association so long as the Owner's remain liable for the ir prorata fractional share of the Road costs. However, and notwithstanding any other provision of this Second Amendment to Declaration t o the contrary, in the event the Hom e owner's Association is c reated and empowered by a majority of the seven (7) Lot Owners to be assigned and undertake the aforesaid duties, all costs and expenses for the First Road and the Second Road shall be kept separate and divided and paid for by the Lot Owners serviced by the Road and without contribution from the Lot Owners of the other Road. 3. The obligations created by this Second Amendment to Declaration may be enforced by any of the parties hereto, any Owner of a Lot or interested party, or, at its option, the Town of Vail, Colorado. 4. Buffehr Creek Partners reserves the right to amend, modify, revoke or supplement this Second Amendment to Declaration with the written permission of the Town of Vail but, without the permission of any Lot Owner or those claiming by, through or under such Owner: (1) so long as the Second Road Easement right of access and cost sharing fraction is not affected and the Utility Easement -17- ' • right of access is not affected; and; (2) until Buffehr Creek Partners has conveyed both of its 50/100 fractional interests in the Easement via platting and sale of Lots 6 and 7. Thereafter , these Easement Covenants may be modified or amended with the written approval of the Town of Vail and the written agreement of the two Lot Owners. This Second Amendment to Declaration is to be liberally construed to carry out the intents and purposes of the Road and the Utility Easement as set forth herein . 5. The liability of Buffehr Creek Partners hereunder is limited to the construction of the Second Road and Utilities to the Lots as per the requirements of the Town of Vail. Buffehr Creek Partners or other entities may construct Dwellings upon Lots 6 and 7 as subdivided from Tract A and that their construction activities will involve the movement of heavy machinery and equipment over the Road. Such parties use of the Road for dwelling construction shall not be subject to the Use Restrictions of this Easement or such parties liable for wear and tear of the Road, unle ss such Use is grossly negligent or intentionally damaging to the Second Road and, in such event, such party shall be responsible to repair the Second Road to the standard if such damage had not occurred. 6. The P~at of Lot 7 will contain a portion of the Easement that will also service the planned Lot 6 (Tract C). It is the intent and purpose of this Second Amendm e nt to Declaration that Buffehr Creek Partners, when ~ots 6 and 7 are platted, shall, concurrent and automatically with such platt i ng and wi thout additional separate Easement Deeds convey one-half (1/2) undivided tenant-in-common interest in this Easeme nt t o each of the Owner's of the two Lots. It is the intent of Buffehr Creek Partners that the total Second Road and Utility Easement, in the shape of a "T" with the north end of the "T" abutting the public way at Buffehr Creek Road, shall be treated as a single Easement servicing the two Lots and both Lots subject to these Covenants. NEWLY CREATED LEGAL DESCRIPTION (CRS 38-35-106.5) Lot 7 is a newly created legal description created by Buffehr Creek Partners, a Colorado Limited Partnership and its address is P.O . Box 305, Minturn, Colorado 81645 . -18- • • Witness the hand of the DBclarant this ____ day of October, 1994. BUFFEHR CREEK PARTNERS, a Colorado Limited Partnership By: Zneimer Company, Inc., Gen eral Partner By: ____________________________________ _ Edward J. Zneimer, President STATE OF COLORADO ss. COUNTY OF EAGLE ACKNOWLEDGED BEFORE ME, this day of October, 1994 by Buffehr Creek Partners, a Colorado Limited Partnership, by Zneimer Company, Inc., General Partner, by Edward J. Zneimer, its Pres'ident. My commission expires: May 15, 1998 WITNESS my hand and seal this day of October, 1994. George M. Straw, Notary Public N:\ ... \ZNEIME R\LOT7\AMENDMEN .2ND Octobor 24 , 1994 -19- f I I I I f I I I I f ~ r \ I - Qt. ~ • • · ll!'~r-Mountain .. Engineeringud. Town of Vail OFFICE COPY ,. ' SOILS AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT 7, TRACT A, LIA ZNEIMER SUBDIVISION TOWN OF VAIL EAGLE COUNTY, COLORADO PREPARED FOR: MR. BRENT ALM PROJECT NO. 94501G JULY 6, 1994 Box No. 978 • Avon, Colorado 81620 • 94~5072 Denver 893-1531 1420 Vance Street • Lakewood, Colorado 80215 • Phone: 232-Q158 ' I . J I I I J I I I li ~ I • ~ I I i \ I \ "' . . ., ,- \ ... \ . . .. ..... . • • TABLE OF CONTENTS CONCLUSIONS 2 SCOPE 2 SITE LOCATION AND DESCRIPTION 3 SITE INVESTIGATION 3 SUBSURFACE AND GROUNDWATER CONDITIONS 4 PROPOSED CONSTRUCTION EXCAVATION DIFFICULTIES FOUNDATION RECOMMENDATIONS SLAB CONSTRUCTION GROUNDWATER AND DRAIN SYSTEM REINFORCING CRAWL SPACE COVER BACKFILL AND SURFACE DRAINAGE LAWN IRRIGATION MISCELLANEOUS LOCATION OF TEST PITS SUMMARY OF TEST BORINGS SUMMARY OF TEST PITS SWELL-CONSOLIDATION 5 5 5 7 8 8 8 9 9 10 DRAWING NO. l FIGURES NO. l FIGURE NOS. 2-3 FIGURE NO. 4 DETAIL OF PERIPHERAL DRAIN SYSTEM FIGURE No.· .5 PIER DRAIN SYSTEM FIGURE NO. l ·---···---· ' ~ ·!··· · .. 0 . ;· .. :··· I \ CONCLUSIONS ·SCOPE • • 1. Subsoil conditions are non- uniform over the site. Borinq No. 1 had 2 feet of topsoil over 14 feet of clayey-qravelly SAND with SANDSTONE rock fragments over 4 feet ot SANOSTO~E bed:t'lock. Test Pit No. 1 s 1 & 2 had 1 to 2 feet of topsoil over 1 . foot of weathered bedrock over more firm bedrock with re~usal at 2.5 feet. 2 o The proposed residence should be founded on undisturbed clayey- qravelly SAND, or on undisturbed SANDSTONE or SILTSTONE BEDROCK o SEE FOUNDATION RECOMMENDATIONS S~CTION. 3. According to Ordinance No. 5 the Official Maps for the Town of Vail were reviewed. Based on those maps, Lot 7 is not classified as a Geologically Sensitive Area. This report presents the results of a Soils and Foundation Investigation for the proposed residence to be constructed on Lot 7, Tract A, Lia Zneimer Subdivision, Town of Vail, Eagle County, ,- Colorado. The investigation was prepared by means of test boring, test pits and laboratory testing of samples obtained from the pits and the borinq. The purpose of this foundation exploration was to determine the various soil profile components and the enqineering characteristics of the foundation materials, and to provide criteria from a geotechnical point of view 1 for use by the structural engineers in preparing the foundation design, and the .. ······ ·..:.~·r .. ""~·-'·-·-·-_ .. -·· ·.,,.., ~··· . '•. .. .... ' .. :· .. •,t •• --· • • 3 d~sign engineers and architects in preparing grading and drainage plans. SITE LOCATION AND DESCRIPTION The building site is located just south from the abandoned old pond near the southwest corner of the Lia Zneimer Subdivision in the Town of Vail, Eagle County Colorado. The topography of the lot is fairly steep. The vegetation consisted of aspens and grass south from the bank of the abandoned old pond with p~ne forest continuing on the steep slope. Bedrock outcroppings were visible throughout the site. Drainage is to the north and northwest. The lot is vacant. : SITE INYESTIGATION The field investigation performed on June 29 and July 5, 1994 consisted of drilling 1 test boring and excavating, logging and sampling 2 test pits. The locations of the test boring and test pits are shown on Drawing No. 1. ,. The test pits were excavated a conventional backhoe. The test boring was drilled with a 4 inch diameter continuous flight power auger. Summaries of the test pits and boring logs are detailed on Figures No. 1 -3. Laboratory samples from the boring were obtained at selected intervals by advancing a California sampler into undisturbed soil, :, by a 140 pound hammer falling 30 inches. These samples were returned to our laboratory, inspected and . ... i • ..... , .,. ':' 7·.' ........ ... ,,, ..... --· • • classified in accordance with the unified Soil Classification system and the boring and test pit logs were edited as necessary. To aid in classifying the soils encountered, and to determine general soil characteristics, selected laboratory tests (moisture content, unit weight, swell/consolidation), were per formed on representative soil samples. Summaries of the test results are shown on Figure No. 4 SUBSUBPACB AND GBOUNQW)TEB CONpiTIONQ Refer to the summary of test boring and the test pits, Figures No. 1 -3. Subsurface condi tiona are somewhat erratic. Boring No. 1 had 2 feet of topsoil over 14 feet of clayey-gravelly SAND with · SANDSTONE rock fragments over 4 feet of SANDSTONE bedrock. Test ·Pit No.•s 1 & 2 had 1 to 2 feet of topsoil over 1 foot weathered ·bedrock over more firm bedrock with refusal at 2.5 feet. We understand that no overlot grading has been done prior to this investigation. ,. No Groundwater was encountered in any of the test pits or the boring at the time of drilling and excavation. According to Ordinance No. 5, Section 5, Chapter 18.69 of the Vail Municipal Code the following Town of Vail Official Maps were reviewed: 1.) The debris flow and debris avalanche hazard analysis map prepared by Arthur I. Mears, P.E., Inc. and dated November 1984 . 2.) The rockfall map prepared by Schmueser and Associates, Inc. and dated November 29, 1984 • _. ___ _:. ............. ~. . . .. . ... I I· I . I I. • •• Lot 7, Lia Zneimer Subdivision is not classified as Geologically Sensitive Area based upon above maps. PROPOSED CONSTRUCTIOU No specific design data has been provided, but for the purpose of this analysis, it has been presumed that the proposed residence will consist of 2 floors without a basement, and that loads will be light. If the proposed project differs significantly from this understanding, a review should be made after the plans are more complete. '. EXCAVATIOU DIFFICULTIES ,. Hard SANDSTONE bedrock was encountered during our · investigation. Often times blasting is necessary during excavation in this rock. lOONpATION RECOKMENQATIONS Clayey-gravelly SAND with SANDSTONE rock fragments and weathered to firm SILTSTONE and SANDSTONE bedrock will be encountered in the foundation excavation. Due to the different engineering properties of the clayey-gravelly SAND and 'the firm bedrock it is not recommended to place the footings on both soils. In order to reduce the potential for differential settlement the :· following two alternatives for foundation are recommended: I I · f ' • • .§. 1.) Place all the footings on bedrock, meaning on the hillside where the bedrock is very close to the ground surface spread footings or wall on rock designed for a maximum allowable soil bearing pressure of s, 000 psf can be used; while on the moderate slope near the abandoned old pond where the depth to bedrock is greater, straight shaft piers designed for end bearing pressure of 10,000 psf and ski n friction of 1000 psf can be used. 2 .) As a second, less desirable, alternative the proposed residence can be founded on spread footings designed for a maximum allowable soil bearing pressure of 3,000 psf. The footings should be founded on the undisturbed clayey-gravelly SAND with angular rock fragments. Where shallow bedrock is encountered, the rock I should be overexcavated a minimum of 3 feet and replaced with : structural fill consisting of clayey-gravelly SAND. ............ The footing excavations should be relatively smooth, free of debris, organics, loose soil, frost, and standing water. Any over- excavations should be backfilled· and compacted to . 100 percent with ~n 2 percent of optimum moisture as determined by a Standard Proctor Test (ASTM D-698). A representative of this office should be contacted to inspect the foundation excavation and the drilled pier construction to verify that the soi l conditions are the same as those anticipated in this report. Afte r all of the final grading is completed, the bottom of the footings should be covered with a minimum of 48 inches of backfill for frost protection. Voids left by the removal of cobbles in the bottom of the ----...;....~"-. .- • • 2 footing excavation should be filled with lean concrete or a granular soil with a maximum particle size of 3 inches compacted to 100 percent of Standard Proctor Density (ASTM D-698), within 2 percent of optimum moisture. SLAB CONSTRUCTION All excavations made for the foundations under proposed slab- on-grade areas must be properly backfilled with suitable material compacted to a minimum of 95 percent of the maximum Standard Proctor Density (ASTM D-698). The on-site soils, exclusive of topsoil and organics are suitable for use as backfill. Before the backfill is placed, all water and loose debris should be removed !rom these excavations. Prior to the construction of concrete floors, the undisturbed subgrade, free from topsoil and organics, should be proof compacted with a loaded rubber-tired loader to a uniform high density. Special care should be taken in areas where underground utilities have;been installed. The floor slabs should be reinforced, and joints should be provided at the junctions of the slab and the foundation walls, so that a small amount of independent movement can occur without causing damage. The slabs should be scored in accordance with the American Concrete Institute's recommendations to control cracking. A granular mat (-3/4 inch gravel, with less than 5 percent ~-passing No. 200 sieve), should be provided below the floor slabs. This should be a ·minimum of four inches in thickness. The purpose ..... ' ---.~ .. _ .. __ • • • of this granular mat is to provide a capillary break between the subgrade and the slab. GROUNDJATEB AND PBAIH §XQTEK While no ground water was encountered at the time the field investigation was conducted, it is possible that seasonal variations will cause fluctuations, or for a water table to be present in the upper soils during the spring months, or after prolonged periods of rain. A foundation perimeter drain for spread footings as detailed on Figure No. 5 and for drilled piers as detailed on Figure No. 6 is recommended to reduce the risk of surface water infiltrating the footing subsoil~. . REiliJOBCING The foundation should be well reinforced and rigid enough to withstand differential se~tlements. Foundation walls retaining earth should be designed to resist an equivalent fluid pressure of 45 P,Cf for an "active" case assuming a level drained backfill condition. CBAJL SPACE COYER When moist soils are encountered in the excavation, the ground surface in crawl space areas should be covered with an impervious moisture barrier sealed against the footings. This will help to 11 :· reduce humidity in the crawl space area. The crawl space should be vented. -~·-· ' . • • BACKFILL AHD SQRlACB DBAitiAGB The backfill placed around the foundation walls should not settle excessively after completion of construction and the top one foot of the backfill material must be relatively impervious. The on-site soils exclusive of topsoil and organics are suitable for use as backfill. Backfill should be moistened or dried to near its optimum moisture content and compacted to at least 90 percent of the maximum standard Proctor Density. Structural backfill should be compacted to at least 95 percent of the maximum Standard Proctor Density. Surface water running toward the structure from upslope areas ' should be diverted around and away from the building by means of drainage swales or other similar measures. The final grade should have a positive slope away from the foundation walls on all sides. A minimum of 12 inches in the first 10 feet is recommended. Downspouts and sill cocks should discharge into,splash blocks that extend beyond the limits of the backfill. The use of long downspout extensions in place of splash blocks is advisable. LAIN IRBIGATION Do not install sprinkler systems next to foundation walls, porches or patio slabs. If sprinkler systems are installed, the sprinkler heads should be placed so that the spray from the heads, under full pressure, does not fall within five feet of foundation ... '.t • .. ' • • walls, porches or patio slabs. Lawn irrigation must be controlled. If the future owners desire to plant next to foundation walls, porches or patio slabs, and are willing to assume the risk of structural damage, etc., then it is advisable to plant only flowers and shrubbery (no lawn) of varieties that require very little moisture. These flowers and shrubs should be hand watered only. MISCELLMEOtlS The recommendations provided herein are based on experience in the area and from the on-site field exploration. The information obtained form the field exploration and laboratory testing reflects subsurface conditions only at the specific locations at the · particular times designated. Subsurface conditions at other locations and times may differ from the conditions at these locations. The extent of any variations between the test pits and borings may not appear evident until excavation is performed. However, only minor variations are expected. If during cons~ruction conditions appear to be different, this office should be advised so re-evaluation of the recommendations may be made • -----~·--::.. . · . .:~..:.. . ··. -·-· ·. ,·, r ..... -·:t."',"-"-;:· ,. ' • • ll This report has been prepared for the exclusive use of Mr. Brent Alm tor the specific application to the proposed residence structure to be located on Lot 7, Tract A, Lia Zneimer Subdivision, Town ot Vail, Eagle County, Colorado. The findings and recommendations of this report have been prepared in accordance with locally accepted professional engineering standards for similar conditions at this time. There is no other warranty, either expressed or implied. Sincerely, INTER-MOUNTAIN ENGINEERING, LTD. Luiza Petrovska, P.E. Project Engineer Reviewed by: ---___ . _ _:·..:.: " ' ,. ORA'M-4 BY: __ ._,_\ ·--·---·-·· ; - ·Pit #2 81 LOT 7 @ LO CATION OF TEST PITS PROPOSED RE9DENCE Lot i: Troct A. Lio Zneimer Subdivision To wn of Va il, £ogle County, Colorado Prepared for: Mr. Brent Aim Pit #1 • 1\ NO.: 94501G L.P. SCALE: AJ 1 H = 20' DATE : 7-6-94 ORAWINC NO.: 1 . . . .... --~.-·• '-·' • .. :_ .. : I' .. t ''"'' :•1;,;, ••, . .;,..• -- 5 10 15 26 • BORING NO. 1 •• DATE DRILLED: June 29, 1994 ELEVATION: Iopaoil Brown to reddish brown, t.:~~({j~~l~~~ clayey-gravelly SAND 20112 ~ with SANDSTONE rock fraaments SANDSTONE Bedrock Bottom of Borin& No Groundwater Encountered It Relatively undi5turbed 5ample SUMMARY OF TEST BORINGS PROPOSED RESIDENCE Lot 7, Troct A, Lio Zneirner Subdivis ion Town of Vo1Y IJ' -10. 9,. !o\ • 120.3 pcf Lit" -15.5,. '( ~ -119.5 pcf • k ,AOJECT NO .: 9450lG £ogl e County. Colorado Prepored for: Mr. Brent Aim ----,-----------------~--------------------FtCURE NO .: l ____ ._ .. :,_r ·..;_· --·-', ...... ······ .. ~-··· .... . . • ·-·- •••• 0 ' - -.A -----. - 5 --.... ------- 10 -----,' ----- ,15· • Lot • PIT NQ 1 • Li&ht brown, weathered SILXSl'ONE and SANDSl'ONE " ... II SILISl'ONE Bedrock Refuaal at 2.5 feet on Bedrock 0,. W.t.T(IIIIAI. I Bedding parallel to slope No Groundwater Encountered ' I I Bulk aample SUMMARY OF TEST PITS ·- PROPOSED R£5/0ENC£ 7. Troc t A, Lio Zneirner Subdivis i on To wn of Vo1l • .J&_ P'IIIO.Itt'T liO..a 9450lG £ogl e County, Col orado Prep ared for: Mr . Brent Aim ,_ _____ .......;;.._--r ___ ._;_~....;;.;,.;~:....:..:.:...:...:..-.. - 1 I ! : fiGUIIIt liO.' 2 ... · .. ;'. ·-· ... , .. ,. :~-........ ·.· PIT NO. 2 • ... -. . ···-·· .. . !, . ..;_ . ··· .. . .. ' --. --- . - 5 --..... --. ---- 10 • -----·---- 15 • SILTSTONE Bedrock • -Refulal at 2 '.5 feet on Bedrock . - ·,- • Bulk sample Lot SUMMARY OF TEST PITS ····- PROPOSED R£SID£NC£ /, Troct A, Lio Znei'mer Subdivision Town of Vot'l [ogle County, Colorado t-------.:r...:,r.epored for: Mr . Brent Aim , .. I I '='. · •. ·. :··:~ ...... ~ ... · . . .. :~·.: ...... . ... ~' ........ .. . .. . -- IUT[IIIAI. T I Rock beddin& parallel to llQpe No Groundw.ter Encountered r r P'JIO.I[CT 110.1 94501G "GUilt NO.• 3 • .:. .. :;...:..".. l " ' • r'l':. !\0. 1 DEPTH 5 , -~ 0 ..J ..J .• LLJ s: ·l V) I z -2 0 I~ !'-.... r- ~ ~ ~ 0 ..J 0 V) z 0 u 0.1 1.0 LO.C.D IKSFI SAMPLE OF cllyey·gnvelly SAND NAT. \IOISTURE CONTENT · 10.9 '\ % SWELL/CONSOL.. S.t.lo'.PLE fLOODED AT~KSF NAT. DRY DENSITY 120.3 PCF ?it 1\o. l DEPTH 10' 0 ~ -l - ..J ..J LLJ -2 3: V) I z ~ "--...... ..:.._ r-f-"i~ '-....... 1'--. 0 ~ 0 " _, . ..J 0 V) z 0 u o. 1 1 .0 LO.C.D IKSFI 10 100 SAMPLE OF clayey·aravelly SAND NAT. MOISTURE CONTENT._..-1-s ..... s ___ 'IO % SWELL/CONSOL. ______ S.t.MPLE fLOODED AT.2..:.£_KSF NAT. DRY DENSITY_l1_9_._s ___ PCF SWELL -CONSOLIDATION TEST RESULTS --···------· PROPOSED RESIDENCE Lot 7, Troct A, Lio Zneimer StJbdivision Town of Vat~ £agl~ County, Colorado t--------Prepored for: Mr. Brent Aim • .L rt~OJ t CT ~O 94501G l ·:..... ;·'j:.·· .... ' ·:: ., •• 0 :\=·:~ <'.~ .• : : . . .. ~-~· . •, . . . !:,\.. · .. : • I I I \ •• I · .. , ... ::·-. · .. :- • • TOP ONE FOOT OF BACKFILL SHOULD BE RELATIVELY IMPERVIOUS FILL. SLOPE AWAY FROM BUILDING. POLYETHELENE MOISTURE BARRIER GLUED TO FOUNDATION WALL. MINUMUM OF 6 11 OF 314 INCH. GRAVEL 4"·DIAMETER PERFORATEO RIGID " ·PIPE SLOPED A MINI MUM OF 1/8 PER FOOT TO SEWER LATERAL SUBDRAIN SUMP PUMP OR 04YLIGHTEO. DETAIL OF PERIPHERAL DRAIN SYSTEM FOR FOOTING TYPE FOUNDATION Figure : __ s ___ _ ----PROPOSED RESIDENCE Lot 7, Troct A, Lio Zneimer Subdivision Town of Vo1~ · ... ·. £ogle County , Colorodo Prepored for: Mr. Brent Aim Project No. 94501 '· I ., ,. '. I, I FOUNDA TION WALL -BACKFILL -- Co : "' ~~ ....... t;;~ l:S'l. -...J~ f.....~ "'a :--J -~ STRAIGHT SHAFT Lot ORA'M-1 BY: L.P. L - POL Y£TH£L£N£ MOISTURE BARRIER CLUED TO FOUNOA TION WALL PIER DRAIN SYSTEM PROPOSED RESIDENCE 7, Troct A, Lio Zneimer Subdivision Town of Vat~ [ogle County, Colorado Prepared for: Mr. Brent Aim SCAt.(: ""' 1" = 100' OAT£: 7-6-94 MIN OF 8" CLEAN, WELL GRADED SAND AND GRAVEL 4 II PERFORATED PIP[ SLOPED TO A SUMP OR OTHER SUITABLE OUTLET • k PROJECT NO .: 9450JG FIGURE: NO .: 1 i----~--------~--~----------~-·' .ign Review Action Ftltn TOWN OF VAIL Category Number ltfl, .A/.tw ~e (SfK) . o ·I Project Name: Zn e 1t11er )\ ~fttl(J/1(("_ Date -~r:,=---___..:1~~:.___-~If+---------- Building Name : ---'-"/J--'-/-'-,1--------:--------------------- Project Description : tti/./W ~ lr11f\ / P /:t j.4t 1 /'t ./ I Owne r, Address and Phone : llt&W i. y f' y pf k .thr ~ er <"-EJ hfei #~ !r ri. • fro y ~()~ IF/In 7-C! r/!1 , r 7fJ R/6Lf.( .:11 327-1//0 I , , , r 1 Architect/Contact , Address and Phone : ?f;=p~f l!l11t & .tbv ~II t/:n/ ((; X /~s-8 -::# J"'J7-tNt~ 0 / I / I fi7Jrf 11 I / 1 Legal Description : Lot 7 -Biook-fT Subdivision Ltor ?t1f I t11 f V' Zone District ~ Proje ctStreetAddress : /7;u !"trJbiJDJ'>tA!'Ffl) '?u{{I'J~" ~otJJ fcf / " - 1 ;! Board I Staff Action Motion by: h~f.L//1 'eoJ.JJA/'~ vote: 4(_ 11 Seconded by:_f+JkT:;-'--', .'-'-:;-'?-:S;:'"""':L:.;:c:~~/;w"--"L!c."--'-/!.="' ___ _ _ ____o___:_;__ ________ _ , v ~Approval 0 Disapproval 0 Staff Approval Condition s: ---;-=--/---~;-----:;------;7-~""'-:---------:-----:7-:---;-;----------- / 'i c~k/ /t5rl d (J, Fllrn/foff" Town Planner Date: / e-/0 ,-9t; r 1 () ORB Fee Pre -paid _-=t2:....:.'1!..=....:71~~-~-------r G-- • • June 15 , 1994 DRB Conditions of approval for Lot 7, Lia Zneimer Subdivision: 1. 2 . 3 . 4 . Hydrologic and hydraulic study to be submitted to Community Development by a qualified engineer to address vacation of a portion of the drainage easement where it overlaps the building envelope on Lot 7 and realignment of drainage easement to include culvert pipes under the common driveway to Lots 6 and 7 . . /ac_ q r i) Commonlctriv~Way cross slope to be reduced and culvert pipe extended up-valley to lessen steepness of fill slopes .----;(af<J ~ a~ .2'::!( Pond to be engineered to pass one hundred year frequency flood. Engineer design and landscaping plan to be subm itted for ORB review and approval prior to issuance of a Temporary Certificate of Occupancy for residence. Limits of disturbance to be surveyed and snow fence to be installed on limits prior to issuance of building permit. Fencing to remain up until final site grading and house construction is complete. 5. Exterior lighting plan and fixture details to be submitted for Community Development review and approval prior to building permit issuance. 6 . 7. Prior to recordation of the single family subdivision that will define Lot 7 as a separate parcel , the applicant shall complete the necessary procedures for amending o~ vacating the recorded access and drainage easements for the Lia Zneimer Subdivision to reflect current access and drai nage conditions . Single family subdivision for Lot 7 to be platted and recorded once foundation poured. (!rt of' ~ r&J) .. <.,<.OW ·. IJ {1> !J' -j... • .evised 9/4/91 ~' . t,~ DRB APPLICATION -TOWN OF VAIL, COLORADO / -;:?! ( ;i\Q_ cJ"' ()'> ( DATE APPLICATION RECEIVED: ~"'( 2~' \4"14-- r J" t . ~ ~. DATE oF DRB MEETING: JuNE' ~tf"f94 'YJ!WI ) £~jn' ********** ,U b ~ \~}JL THIS APPLICATION WILL NOT BE ACCEPTED ~-.\' -\" UNTIL ALL REQUIRED INFORMATION IS SUBMITTED MAY 2 3 1994 I. ********** PROJECT INFORMATION: .,=--]lV_:£,U.vW1. DEV. DEPI A. DESCRIPTION·: "51 N4Lt= 'PAH \L'\ ,-"\..~\~L""'- B. TYPE OF REVIEW: ~New Constr~ction ($200. 00) __ Minor Alteration ($20. 00) ___ Addition ($50.00) C. · ADDRESS: __ Conceptual Review ($0) D. LEGAL DESCRIPTION: Lot T -Bloc~ ~T ~ E. Subdivision \..\~ Z"-\l?i~61e. ~\V'l~DN If property is described by a meets and bounds legal description, please provide on a separate sheet and attach to this application. ZONING: F. LOT AREA: If required,. applicant must provide a current stamped survey showing lot area. --·-~--~~---·----------- G. NAME OF APPLICANT: ~0 'Z+...I1T lMe=-12- Mailing Address: toO}( "30~, MI~-J'D/1Z.N , CO· .~1~4-S ----------------------------Phone ~'2-r -4 101 H. NAME OF APPLICANT'S REPRE SEN TATIVE: ~~ }:.Ll-1, All\ I. J. K. Mailing Address: P·O· &ox~ 1\ . V~\1... 2:>\liSB -------------------------------Phone ~'l. 't · q "'c;,a Condominium Approval if applicable. DRB FEE: DRB fees, as shown above, are to be paid at D 1 the time of submitt al of DRB application. Later, when ~d' · applying for a building permit, please identify the ~~~ accurate valuation of t he proposal. The Town of Vail U l v~l will adjust the fee according to the table below, to J1 1~d ensure the correct fee i s paid. $ ~~~ i1@Ju}\l I FEE PAID: -v; I FEE SCHEDULE: VALUATION FEE · $ 0-$ 10,000 $ 20.00 $ 10,001 -$ 50,000 $ 50.00 $ 50,001-$ 150,000 $100.00 $150,001 .-$ 500,000 $200.00 $500,001-$1 ,000,000 $400.00 $ Over $1,000,000 $5 00.00 · * DESIGN REVIEW BOARD APPROVRL EXPIRES ONE YEAR AFTER FINAL APPROVAL UNLESS .. A A_BUL-LO.ING -·PERMIT -IS-· ISSUED AND -CONSTRUCTION IS STARTED. **NO APPLICATION WILL BE PROCESSED WITHOUT OWNER'S SIGNATURE ~--· 1 II. PRE-APPLICAT, MEETING: • A pre-application meeting with a member of the planning staff is strongly encouraged to determine if any additional application information is needed. It is the applicant's responsibility to make an appointment with the staff to determine if there are additional submittal requirements. Please note. that a COMPLETE application will streamline the approval process for your project. III. IMPORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB: A. In addition to meeting submittal requirements, the applicant must stake and tape the project site to indicate property lines, building lines and building corners. All trees to be removed must be taped. All site tapings and staking must be completed prior to the DRB site visit. The applicant must ensure that staking done during the winter is not buried by snow. B. The review process for NEW BUILDINGS normally requires two separate meetings of the Design Review Board: a conceptual approval and a final approval. Applicants should plan on presenting their development proposal at a minimum of two meetings before obtaining final approval. C. Applicants who fail to appear before the Design Review Board on their scheduled meeting date and who have not asked in advance that discussion on their item be postponed, will have their items removed from the DRB docket until such time as the item has been republished. D. The following items may, at the discretion of the zoning administrator, be approved by the Community Development Department staff (i.e. a formal hearing before the DRB may not be required) : a. Windows, skylights and similar exterior changes which do not alter the existing plane of the building; and b. Building addition proposals not visible from any other lot or public space. At the time such a proposal is submitted, applicants must include letters from adjacent property owners and/or from the agent for or manager of any adjacent condominium association stating the association approves of the addition. E. If a property is located in a mapped hazard area (i.e. snow avalanche, rockfall, flood plain, debris flow, wetland, etc), a hazard study must be submitted and the owner must sign an affidavit recognizing the hazard report prior to the issuance of a building permit. Applicants are encouraged to check with a Town Planner prior to DRB application to determine the relationship of the property to all mapped hazards. F, For all residential construction: a, Clearly indicate on the floor plans the inside face of the exterior structural walls of the building; and b. Indicate with a dashed line on the site plan a four foot distance from the exterior face of the building walls or supporting columns. G. If.,DRB .appl:o~es.~ths-app.licat.io.n~.with-coo<iitions or modifications, all conditions of approval must be resolved prior to Town issuance of a building permit. 2 • .. / LI§T OF lfAIIjRIMcS ,··,NAMB.OF PROJECT: .f'fet}~· ~C~-.. ' LEGAL .DESCRIPTION: LOT...1_ B~T.!f!9:1rSUBDIVISION l..olh 'Z+Jf1M~ ,/ STREET ADDRESS: --------------------- l DESCRIPTION OF PROJECT: ~\~tr.4 ~~ l.\( !fl \Yi?ft:JZ..f The following information is required for submittal to the Design Review Board before a final approval can be given: A. B. . . ' . BUILDING MATERIALS: TYPB,. OF MATERIAL COLOR Roof $t"""\.e' C.lo\oMILC.O '-" ~~ Siding ~\.l.\..e" PPflt'-~ Other Wall Materials '!:I"TQJeo \l'eto.lel! L ~ ... P«-e- Fascia Ill'& c.e'Ofe: 011" ~~ Soffits l'tC.. TiO C~l. ~"(' Windows c:.~ ~·~toft> Window Trim ~u.-f-& eE=Qte Pf!'* diRt=CN Doors C:.l.l\'0 ~" 'ttiSCPIN ~ Door, Trim ND"-\e" Hand or Deck Raila Flues c:Dffle Flashings (;,Df,., ... Chimneys ~'lft.lfl'fL. Vt\OK fl«,.F Trash Enclosures '· · Greenhouses Other LANDSCAPING: Name·ot Designer: PLANT MATERIALS: PROPOSED TREES ~~ ~ "D..s Phone: Botanical Name Common Name Quantity Sizt* PINy'!:» l'ttJP!Intr Bwol'l!otiA-f\t:Jf WliC# I#·&' Plwll'!. ~ · -'!JIJ.I'cj.!N!=M' ~ Y-c!»' f!NL'! fOtJT'!t!tc\..ft> fcgfy MltJ,flfdt l"-:z.•Q.&.. AC.fe !JfiGuNF!O lrqu a Meef f 0 '2.•c,-~. EXISTIN~S TO BE OVED . c;~ .,!ChEf» CWN!cAJWMW• #\'2 5"-'L.. PPu~ Gti'JfM'Ir -~klf1!'F' f l'Z. SGA~ • -~~"'f9&vs 'SMMI'IJ\' ~ JutJm 4t2-~. *Indicate caliper for deciduous trees. Minimum caliper for deciduous trees is 2 inches. Indicate height for coniferous trees. Minimum height for coniferous trees is 6 feet. ' ,. ·,. . •0' -·· ..... ' .... I,., ....... ,, .. , .... iMaoll~r'· .. ~ .. , '•;,.,. ... ~-.. _,...·~··f ............. ofo ,; , , .. , •,' .... . '. 7 . . ' ·-• .. -· --· '' '~··· ··I r., .. '·. ·:..;..,.;.· c. D,· ______ ... rx-="=xr= ... ""l¥ xununuu ~x-n'W yuanx~'t.Y , EXISTING SHRUBS · TO BE REMOVED ;·,,: -·t--~.' t ... '. *Indicate size of proposed· shrUbs. 5 gallon. Minimum size of shrubs is GROUND COVUS SOD ' SEED TYPE OF IRRIGATION ..r··~ . ' .-·. ' ·" W\.~~/~s ~ t~tze.\W0f1)) Square Footage TYPE OR ~THOD OF _H'_·V_Ifi_VJ.......,/_W_l_W)_~ _ _.....-../~--.;.;,;;.;-..S -~._,._ __ EROSION CONTROL ti'<OU _. $~6'0 ., LANDSCAPE LIGHTING: If ·exterior lighting ia· proposed; please show the number of fixtures and locat~ons on a separate lighting plan. 'Identify each fixture from the lighting plan on the list below and provide the wattage, height above grade ~nd ~ype _of light pro.p.~_s,,_~ •. ,, .... ... ,: ' ' . . .. t'0'!if": Pfef0Sf2 . ~ ~-·. OTHER LANpSCAPE FEATURES (retaining walla, fences, swimming pools, etc.) Please specify. Indicate heights of retaining walls. Maximum height of walls within the front setback is 3 feet. Maximum height of wal~s elsewhere on the·property ia 6 feet. .. · · · 'l' ~ 4' e®~ !fO':t!~INc.. .. m. PkAtd •.•• 0 8 ' . ·------·----·-· SUBDIVISION ~ITY LOCATION VERIFICATi dllt L.\,1>-"2.-W€-IM~ ~DI~ JOB NAME LOT 1--:r 13LOCK ~ ~ ADDRESS The location and availability of utilities, whether they be main trunk lines or proposed lines, must be approved and verified by the following utilities for the accompanying site plan. Authorized Signature U.S. West Communications 1-800-922-1987 468-6860 or 949-4530 Public Service Company 949-5781 Gary Hall Holy Cross Electric Assoc. 949-5892 Ted Husky/Michael Laverty Heritage Cablevision T.V. 949-5530 Steve Hiatt Upper Eagle Valley Water & Sanitation District * 476-7480 Fred Haslee NOTE: 1. This form is to verify service availability and location . This should be used in conjunction with preparing your .utility plan and scheduling install ati ons . 2. For any new construction propo sal, the applicant must provide a completed utility verification form. 3. If a utility company has concerns with the proposed construction , the utility representative should not directly on the utility verification for m that there is a problem which needs to be resolved. The issue should then be spelled out in detail in an attached letter to the Town of Vail. However , please keep in mind that it is the responsibility of the utility company to resolve identified problems . 4. If the utility verification form has signatures from each of the utility companies, and no comments are made directly on the form , the Town will presume that there are no problems and that the development can proceed. 5. These verifications do not relieve the contractor of his responsibility to obtain a street cut permit from the Town of Va il , Department of Public Works and to obtain utility locations before digging in any public right-of-way or easement in the Town of Vail. A building permit is not a street cut permit. A street cut permit must be obtained separately. * Please bring a site plan, floor plan, and elevations when obtaining Up.per--Eagla-.N"aJ..l.ey , Watec .&r-Sa.nita:t.ion--.signat.ures. Fire flow needs must be addressed. 9 • ZONE CHECK • FOR SFR, R, R P/S ZONE DISTRICTS DATE: LEGAL DESCRIPTION: Lot 'f_I __ ~_A_ Filing L\.IAt 'ZNE=-tM~~. ADDRESS: OWNER (;"0 · ~M<Yt ARCHITECT ~1'2-EN\ f.LM / Al A PHONE _eJ2_'f_. _E#-_4_l O_I __ _ PHONE _e_?.._r_--~-[I)_Sc> ___ _ ZONE DISTRICT ~l0tw11~ CLVSre:e PROPOSED USE **LOT SIZE Height Total GRFA Setbacks ~I t-J?o \.. e:-"F~ l \.)-( ~ . .'80~. Allowed (30) (33) + 425 = ___ _ -----+ 425 = ___ _ Front Sides Rear 20' 15' 15' E x isting Total Proposed ~-l.o\1 _4~ Water Course Setback (30) (50) Site Coverage Landscaping Retaining Wall Heights Parking · Garage Drive: View Corridor Encroachme n t: 3' I 6' d,s Re q rd ~~ (3 0 0) ~ (900 ) (120 0 yG cm (r~ uJel) ~-~~Q Permitted Slope 8 % Actual Slope Date approved by Town Engineer : Yes No ~ ??? Flood Plain «/A-- 2) Percent Slope ~.riA- 3) Geologic Hazards a) Snow Avalanche ________ _ b) Rockfall c) Debris Flow 4) Wetlands 1(1~!~---------------------- P r e viou s conditions of approval (check property file) : ~-------- Does this req~est involve a 250 Addition? How much of the allowed 250 Addition is used with this request? ---- **Note : Under Sections 18.12.090(B) and 18 .13.080(B) of the Municipa l Code, lots zoned Two Family and Primary/Secondary which are less than 15,000 sq. ft. in area may not construct a second dwelling unit. The Co mm unity Development Departme n t may grant an exception to this restriction provided the applicant meets the criteria set forth unde r Sections 18.12.090(B) and 18.13.080(B) of the Municipal Code including permanently .restri..ct.in~ t.he. unit _as .... a ... .Long.::t.erm .. .r:.ental .. unit for full- time employees of the Upper Eagle Valley. 10 1. PHASE :IZ[ 1701 FILING NO.2 TOWN OF VAIL BO U N D A R Y TRACT A PHASE :11: LION'S RIDGE FI L I N G NO . 3 A RESUBDIVISION OF PA R C E L S B, C , E , 8 PART OF D, LION ' S RI D G E FI L I N G 2 CO L O ST R E A M 53 40 12 0 0 • T R u c T u R [ A R C M T t C T U R r l A N N G 1 9 June. 1 '1 '14 To: Randy Stouder Town Planner. Town of Vall TO V · CU1v jvi. DE V. DEPT. RE: Re-submittal of plans for DRB Lot •1, Lia Zneimer Subdivision Dear Randy : I wanted to highlight the changes I have made In response to the DR6 meeting June 1 and to your letter dated June 9. 1 '1 '14. Y'le have made the following changes: 1. Y'le have changed the shingle clad exterior wall to a board 4 batten siding ( 1 x 1 O's with 1 x 2 battens) . .2. Y'le have changed the large scale eyebrow dormer to a dormer that matches the other gabled dormers. 9 . Y'le have changed the smaller 'accent' eyebrows to flat-arch dormers which match the other flat-arch windows. The use of the gabled dormers in those locations made them to much of a 'feature' on the roof. 4 . I have reviewed the Fire department Issue of reaching all around the building with a 1 50 foot hose and feel this can be done from the driveway area In front of the garage. 5. The 1 oo year flood Issue wfll be addressed prior to submittal for a permit. • • BRtr'fT M.M.I\l/\ •• ~.&27.9650 P.I?.B9X5211 VAIL. C91.. 9MD9 &1(,5& • C.hanges. c.ontlnued 6. The site plan has be done on a survey 1 rec.elved from Alpine Engineering. Many of the notes and grading lines are the remains of there driveway plan. 1 have done the grading around the house and have tied It Into there driveway plan. though many of the notes do not apply. 1 am working with them on c.omblnlng and c.oordinating my grading with there grading to ac.hleve a more legible grading plan that will be part of the Permit set. 1. As mentioned in Item 5 above. Alpine Engineering will be addressing the driveway grading as well as the area around the c.ulvert. Y'{e plan on re-working those areas to ac.hleve more gentle grades. e . All of the grading 1 have done around the house is less than 2 : 1 with areas of greater than 2: 1 c.learly showing boulder retaining. 'l. The Limit of Dlsturbanc.e line has been staked on the site for review Tuesday afternoon. 10. You have suggested providing some landsc.aping along the west side of the c.ommon driveway. Y'{e would like to disc.uss leaving the meadow 'open' and putting some planting on the west side of the pond area. Of c.ourse, the area of the driveway as well as all disturbed areas will be re-vegitated with wildflower and grass seed mix. 1 1. I have obtained slgn-offs from c.able and phone c.ompanies. 1 2. Ed zneimer will have a Title Report on Y'{ednesday. In addition to the c.hanges that have been made I have produc.ed a new c.olor board with spec.lflc. c.olor numbers as well as dec.k. balc.ony and eve details. Please let me know If 1 have missed anything or If you have any questions. 51nc.erely. -erent Aim, AlA &TRUGTURI:& arc.hltec.ture 4 planning 1111 1111 • project: date: scale: drawing title: ~Fft&rtft <"'" Ee¥-~.,. A&NOTI:D ~~ ~-----ceo,a.R SH,A.t<e ROOP" ROOF R,A.FTeRS RE::STRUGTURAL.PL.,A.HS eXTERIOR t"'AL.L. t"'/ SIDING 1 >< 4 N,A.IL.eRS 2 >< 4'S ON 'eDGe' e 24" OG ~-301 FeL. T, TYP. rV SHOt"! 4 ICe SHieL.O e eves, V ,A.L.L.eYS 4 RIDGe PeRGOOe ROOF SHe ,a. THING ON ROOF JOISTS Re: STRUCTUR,A.L. PL.,A.NS 2 >< 1 O'S t"'ITH CURVE:O eoGe oeT ,a.11.. ( 2.., · ocJ 1'-b" TYPICAL ROOF EAVE DETAIL 9/4"•1'-0" P.O. Box 521 1 Vall. Golorado 81658 BRI:NT AL.M, AlA e,a.ve OVeRH,A.HG (M,A.XIMUM 1'-b") BL.OGI<IHG ,A.S RE:GUIRE:O BTt"'N. CURVeD R,A.FTE:RS / STRI,A.TEOSH,A.KE P,A.TTE:RH e CURVED EVE . HOL..O BACK PL.t"'O. FOR COL.D ROOF VeNTil-ATION 1 >< b T4G SOFFIT t"'/ SOFFIT VeNTS PI:RGOOE: telephone 909.821.~650 STRUCTURES arc.hltec.ture 4 planning 1111 1111 2X DEC.I<ING • ........ t > ..._ :r, r (n ll ~ • 't :.- BRENT ALM. A lA projec.t: bvA-~fl. Gf!eE\C· ~.,. date: sc.ale : AS NOTED drawing title: ~ P....\\..1 ~ • • • C.OPPER C.AP 9/4"DADO C.ONT. 1 /2" STAINLESS STEEL C.ABLES YV TURN-BUC.I<EI..S EA. END 1 2" -1 4 " ROUND LOG C.Ol..UMNS 1X6R5 TRIM 5/ e· RND. THRU SOL TS (REC.ESSED) -------2X 1 2 RS TRIM LET BEAM INTO 1..06 A5 REG!. TO C.ENTER TRIM DEC.!< FRAMIN6 RE: STRUC.TURALS SECTION @ DECK RAILING 9 I 4 ·~ • 1' -0 .. P.O. Box 521 1 Vall. C.olorado e 1 6 5 e telephone 909.e>21.CI650 STRUCTURES arc.hltec.ture 4 planning • BRENT ALM. AlA 1111 •• projec.t: &J~\fl ~ -4tr JsK-date: scale: AS NOTED drawing title: ~ ~\..'~ -, o: I I) I I I I) : --- CENTER 1 /4" X e· STI.._ PLATE RECESSED INTO TOP Y"'OOD RAII..IN6 Y"'/ (.2) 9/8" RND.I..A6 BOI.. TS EACH I..E6 C.ENTER1/4"X61/.2"X 11 " STI.._ PLATE Y'V 1 /.2" RND. THRU BOI.. TS DATO TRIM AS REG. TO C.OYER CONNECTION . r- 1 (n 6 " • 2 X 6 CEDAR TOP RAII..IN6 EASE EDGES CONT. 1 /2 " STAINLESS STEEL. CABLES Y"'/ TURN-BUCI<.EI..S EA-END 1 /2 " STI... PLATE BAI..ASTRADE • CORNERS TO BE MADE Y"'ITH TY"'O BAI..ASTRADES TOGETHER, CONNECTED Y"'/ THE TOP 4 BOTTOM SUPPORT PLATES CONT. 1X6RS TRIM 2X 1 .2 RS TRIM DECK FRAMING RE: STRUCTURAI..S ELEVATION I SECTION® BALCONY RAILING 9 I 4 II -1' -0 11 P.O. Box 521 1 Vall. colorado e 1 o5e telephone 909.fJ21.qb50 • projec.t: date: &c. ale : drawing title: 6uffehr c.reek Chalet **1 I June 15. 1 C1C14 5K 1 1 I 4" • 1 ' -0" - c.olor Board for DR6 EXTERIOR MATERIALS GEDAR SHAKE ROOF ~ith Gopper Flashing Go lor: Ghar coal Gray (BM-1 44 2) FASGIA I SOFFIT I DEGK TRIM Rough sawn Gedar (Fascia) 2 Piece. 2 X 1 2 4 1 X 6 1 X 6 T 4 G (Soffit) Go lor: Olympic Solid Golor stain. Goffee Golor SIDING Rough sawn Board 4 Batton Go lor: Forest Green (BM-441) FRENGH DOORS I ~INDO~S ~ood Frame. Glad Exterior Go lor: Eagle ~indows. Ginnamon Toast DEGK SUPPORTS 12·-14· Round Logs~~ Gopper Gap Go lor: Olympic Solid Golor Stain. Goffee Golor DEGK RAILING Steel Gable STONE VENEER MOSS ROCK ~INDO~ GLAD SIDING FASGIA telephone 303.821.q650 SUJDIVISION JOB NAME LOT ADDRESS The location and availability of utilities, whether they be main trunk lines or proposed lines, must be approved and verified by the following utilities for the accompanying site plan. Authorized Signature U.S. West Communications 1-800-922-1987 . 468-6860 or 949-4530 Public Service Company 949-5781 Gary Hall Holy C~oss Electric Assoc. 949-5892 Ted Husky/Michael Laverty ·•Heritage Cablevision T.V. 949-5530 t V1<~o.{J/ {Je--/h4n<-<&-l C ~/ 'J -J L( Steve Hiatt Upper Eagle Valley Water & Sanitation District * 476-7480 Fred Haslee NOTE: 1. This form is to verify service availability and location . This should be used in conjunction with preparing a utility plan and scheduling installations . 2. For any new construction proposal, the applicant must provide a completed utility verification form. 3. If a utility company has concerns with the proposed construction, the utility representative should note directly on the utility verification form that there is a problem which needs to be resolved. If the issue is relatively complicated, it should be spelled out in detail in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and owner to resolve identified problems. 4. If the utility verification form has signatures from each of the utility comp~nies: ~nd no comments are made directly on the form, the Town will presume that there are no problems and that the development can proceed. 5. These veri fic ations do not relieve the contractor of his responsibility to obtain a street cut permit from the Town of Vail, Department of Public Works and to obtain utility locations before digging in any public right-of-way or easement in the Town of Vail. A building permit is not a street cut permit. A street cut permit must be obtained separately. * Please bring a site plan, floor plan, and elevations when obtaining Upper Eagle Valley Water & Sanitation signatures. Fire flow needs must be addressed. 9 STRUCTURES architecture 4 p1ann ln9 1111 1111 GEDAR SHAKf ~OOF project: date: scale: drawing title: GL. 1'-6" .2 X 4 '5 ON 'EDGE' • .24" OG ~001" SHEATHING ON ~0~ JOISTS ~P!: ST~GTU~AL. PL.ANS !30• FEL. T , TYP. rv SNO~ C IGE SHIEL.D • EVES, V AL.L.EYS C ~DGE PP!~ GODP! ~OOF ~AFTE~S ~E: ST~UGTU~AL. PL.ANS 6UFFEHR CREEK •1 06.14.q4 AS NOTED RIDGE DET All.. BRENT AI...M, AlA lst<- ST~IATED SHAKE PATTE~N AS ~EG. FO~ GU~VED ~DGE GU~VED ~I DGE DETAIL. MADE F~OM .2 X 1 .2'5 (VFY) GONT. BUG SG~EEN PE~GODE ----GONT. GOPPE~ D~PEDGE TYPICAL ROOF RIDGE DETAIL 9/4"•1'-0" P.O. Box 521 1 Vall, c-olorado e 1 ose telephone 505.821.c:tb50 ... .. I STRUCTURES arGhlteGture 4 21annln~ 1111 projeGt: date: sGale: •• drawing title: C,ENTER 1/4" X e· STL PLATE REC,ESSED INTO TOP Y"tOOD RAILING Y'V (2) S/8" RND. LAG 60L TS EAC,H LEG C,ENTER 1 /4" X 61 /2" X 1 1" STL_ PLATE Y'V 1 /2" RND. THRU 60L TS DATO TRIM AS REG. TO C,OVER C,ONNEC,TION = r- 1 in e BRENT AL.M, AlA 6,)~ Ci\ft ~ .,.. lsK-AS NOTED ~~\..1~ 4 " • • 2 X 6 C.EDAR TOP RAILING EASE EDGES C,ONT. 1 /2" STAINLESS STEEL C.ABJ...ES YV TURN-6UC,I<ELS EA-END 1 /2" STJ... PLATE BALAS TRADE. C,ORNERS TO BE MADE ~ITH TY"tO 6ALASTRADES TOGETHER, C,ONNEC,TED Y"t/ THE TOP 4 BOTTOM SUPPORT PLATES C,ONT. 1X6RS TRIM 2XDECKIN6~ !-----=----'lir---.......... --l-.n. l l1 1/2" 1 1 2X12 RSTRIM DEC,K FRAMING RE: STfWC,TURAJ...S ELEVATION I SECTION® BALCONY RAILING 9 I 4 II -1 I -0" P.O . Box 521 1 Vall, C,olorado e 1 658 telephone S03.821,q650 I !:>TRUCTURES arc.hftec.ture 4 planning 1111 II :2X DECKING . lO ....... ( > "" . .l) I (n lL ~ . 't -=.t BRENT ALM, A lA projec.t: ~ffET\fl. ~ ,...,. date: sc.ale : AS NOTED drawing title: ~ ~\\..1 ~ • • • COPPER CAP 9/4"DADO CONT. 1 /:2" STAINLESS STEEL CABLES Y'V TURN-BUCKELS EA. END 1:2"-14" ROUND LOG COLUMNS ---1X6RS TRIM 5/8" RND. THRU BOLTS (RECESSED) -----:2X 1 :2 RS TRIM LET BEAM INTO LOG AS REG. TO CENTER TRIM _1___.(¥---=>-:::::::::::_ ___ DECK FRAMING RE: STRUCTURALS SECTION ® DECK RAILING 9 I 4 II -,. -0 11 P.O. Box 5:21 1 Vall, colorado 81658 telephone 909.8.21.q650 -------- STRUCTURES architecture 4 p lanning II II P"LASHIN6 projec.t: date: sc.ale: drawing t itle: BRENT ALM, AlA BUFFEHR GREEK **1 06.14.Cl4 lsK-AS NOTED ~OOD BAND DETAIL BOARD • BATTEN 51DIN6 eXTERIOR 2 X 6 ~ALL FURR OUT BAND AS REGUIRED TO BE BeYOND TRIM O~S~E~C_T~IO_N~®-~_O __ O_D __ B_A_N_D ____________ __ 9 I 4 II -1 I -0 11 P.O . B ox 521 1 Va ll , C-olorado e 1658 telephone 303.821.q650 STRUCTURES architecture 4 plann lnsa 1111 • STONE CAP (P"L.A6STON!:) DCCI< JOIST R!:: STRUCTURAL. PL.ANS project: date: scale: drawing title: BRENT AL..M, AlA BUFFEHR CREEK •1 06.14.q4 lst<-AS NOTED STONE VENEER SEC. BOARD t BATTEN SIDIN6 ~---!:XT!:RIOR 2 X 6 ro!AL.L. ~--STONE VENEER we-S tt/f-Sw.t (MOSS ROc.!<) CONT. ANGL.E IRON ~t1'cF- SUPPORT FOR STONE ~(.tjl$. ~-- ~--TOP OF L. T. ro!T. C.ONC.. P"L.OOR FL.OOR JOIST R!:: STRUCTURAL. PL.ANS TIMBERSTRAND RIM JOIST CONT. L-EDGER BL.OCI< OUT AS REG. BEYOND STONE VENEER O~S=E=C~T~IO~N~®~S~T~O~N~E~Y~E~N~E~E~R~---------- 9 I 4 11 • 1• -0 11 P.O. Box 521 1 Vall, Colorado e165e telephone sos.e21.qoso 75 South Frontage Road Vail, Colorado 81657 303 -479-2138/479-2139 FAX 303-479-2452 June 3 , 1994 D ep a rtm ent of Com munity Developm ent Brent Aim P.O. Box 5211 11of:plef~ Vail, CO 81658 1 ..~~, 'J i\lilv 1l 1 I ~ b a.r/ t ha.rrl!J-'\ t'ti{;(c"' Jt ·freA. Dear Brent: cwv"'f (/ I ~(lei ~oll-1~~{ ;~pttfrft.~e. 4 I S"t"#-+' tfi ·-1.!~1 ~·'~j At their meeting on June 1 , 1994, the Design Retfe.w Board (ORB) requested at you alterW/ · the design for the Zneimer residence by removing the shingles and going · a more conventional siding. The ORB also requested that the eyebrow dormers be changed to match the more conventional dormers that were utilized elsewhere on the house. Other than these two changes, the ORB felt that the materials and colors were generally acceptable, and had no additional comments on the landscaping or site planning. I have received comments from the Fire Department and Public Works regarding this application. The Fire Department had no major issues . One thing you should watch for is the Fire Department need for a staging area from which they can reach around the entire house, to the farthest corner in the back, with a 150 foot hose. If you have an uestions regarding . ~ this issue, please contact Mike McGee at 479-2250. cltect Jl r'Vff!6ee.. t.(JGC~~~ Greg Hall and Terri Martinez, engineers with Public Works, had the following comments . TheyJ ~~~ felt that some of the notes on the site plan were hard to read and want you to clarify them by moving labels to a more visible location on the plan.[They also stated that the pond needs to be designed to pass a 1 00 year frequency flood, which would require a hydrological and hydraulic analysis by a qualified engineer. In relation to this issue, we have discussed the (J ~,/r·it~~, 6 vacation of a portion of a drainage easement that conflicts with the current house location . A :.,!'!. f. r . qualified engineer should look at the drainage easement requirements on and above this f'-...!,:.-t:-f7lrir.1'f.JM. property and make a determination as to whether a portion of this easement could be vacated. Written documentation from an engineer should be submitted in regards to this issue_] ~~t.S'£11 ur engineers noted steep cross slopes on the common driveway. Especially, at the entrance UL a.: · where a 6% cross slope occurs right as you come off of Buffehr Creek Road onto the ~ VJ\o driveway. If this cross slope can be reduced it is advisable as this excessive slope may . r-tf create problems in t he winter. Terri and Greg also noted that the fill slope on the up-valley? ~ side of the common driveway was very steep, unsafe, and requested that a guardrail be ...J provided . Another solution to this problem would be to extend the culvert pipe to allow for a more gentle grade out from the road down to the swale. The maximum unretai ned slope allowed by the Town is 2 :1. If this slope is greater than 2:1, it should be reduced in steepness. Terri and Greg also felt that site disturbance would be greater than indicated on /f' the site plan . Would you please address this issue by taking a hard look at your limits of 1 disturbance to determine if they are realistic and if not, modify them. c,e 11-f' Pul: --)I!J~rf;iJI:~ ~~ ~u~ Mr. Aim June 3 , 1994 Page 2 As we discussed after the DRB meeting, it would be advisable to meet on si t e once the house location is staked to assess the impacts to vegetation. Th is should be done before the next DRB meeting which could be as soon as the 15t h of June depending on how quickly you address the comments of the DRB and Town staff included in this letter. Please call me at 479 -2138 and make an appointment for the site vis it. Please submit rev ised plans and a color board to me no later than Friday, June 10 , 1994 of you wish to go for f inal DRB approval at t he DRB meeting on the 15th. I w i ll also need the following information prior to that meeting : Cable and phone company sign offs ; • Titl e....H~rr:- Sincerely , !~dp Town Planner P.S . Please provide some landscaping along the down valley side of the common driveway. Th is fill slope should be revegetated with shrubs and trees as appropriate . Thanks , talk to you soon . • • TO: MIKE McG E E TODD OP P e NH EI M ER R.t\:JD Y STOlJDER Return to ------~------------T ovm Planne r INTER-DEPARTMENTAL REVI EW C OMMENTSNEEDEDBY: ___ ~~/~J ________________________ __ BRIEF DESCR IP TION OF TH E PROPOSAL: Akw ~/-" ~i ~ ~ Lor 7 1 7/i~. En gi neering: '" Landscaping: Reviewed by: _____________ Date: _____ _ C omments : Fire Dept.: Reviewed by: _________ Date: _____ _ Commen ts: Di s tributed to the Fire Department , Public Wo rk s, and La nd scapin ~ on ________ , • • -TO:~GEE GREG HALL TODD OPPeNH E IM E R RANDY STOL"J 2~ Ret u rn to ------~---------T ow n Planner INTER-DEP AR TME NTAL REVIEVv PROJECT: Zr1e.~ -ks1k . DATE SUBMITTED:5ji:f DATE OF PUBLIC HEARING _-..~€'-~<ft,.:;oC.___ __ COM MENTS NEEDED BY: -----~:L......I--~~_,_1 ___________ _ BRIEF DESCRI PTION OF THE PROPOSAL: A/e-J ~~ ~ ffV'-_brf7 ;{Aaqrlt ;;__ ~~ 4. · ~ss;JJ s~ /fclc/~~1 Engineeri ng: Rev iewed by: _____ __.:_ ____ Date: _____ _ Comments : Landscaping: Rev iewed by: ______ Dat e: ____ _ Comments: Di s trib ut ed to the Fi re Departme nt, Public Wcrks , and Landscaping on ______________ _ I I I I I I I I I I I' I· I I I I I I I • DRAINAGE REPORT FOR ZNEIMER POND (Tract A, Lia Zneimer Subdivision) Prepared for: Mr. Ed Zneimer P.O. Box 305 Minturn, CO 81645 Town of Vail Eagle County, Colorado August 1994 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 • I I I I I I I I I • TABLE OF CONTENTS I. SITE VICINITY MAP II. INTRODUCTION ill. DESIGN METHODOLOGY IV. SUMMARY V. TABLE AND FIGURES Table 1 -Pond Summary Table 2 -U.S. Soil Conservation Soils Summary Table 3 -U.S. Forest Service Soils Summary Figure 1 -Offsite Drainage Map Figure 2 -U.S. Soil Conservation Soils Map Figure 3 -U.S. Forest Service Soils Map VI. APPENDICES I Appendix A -Drainage Calculations ·I ·I I I I I I I I VII. MAPS • I I MILE •:::6000::::::=7:JOOO=::::;:FE:;:E:;:l =::::3 I KILOMCTER r IICURACY STANDARDS 122092 LABLE ON REQUEST ROAD CLASSIFICATION QUADRANGLE LOCATION Primary highway, hard surface Secondary h ighway, hard surlace __ . .· In terstate Route Revisions shown in purple and woodland compiled from aerial photographs taken 1984 and other sou rce data. Partial fiel d check by U . S . Forest Service. Map edited 1987 Light-duty road . hard or improved surlace ___ ==~~ Unimproved road _ ====~=== ,-) ---L ·u ~s . Route L ·State Route VAIL WEST, COLO. NW t • MINTURN 15 ' OUAORANOLE 39106-F4 -TF-024 1970 PHOTOREVISED 1987 DMA 4763 Ill NW-SERJES V877 I I I I I I I I I I I I I I I I I I I II. INTRODUCTION Tract A, Lia Zneimer Subdivision is located in the Town of Vail, Eagle County, Colorado. The project is located on Buffehr Creek Road above Lions Ridge Loop . The purpose of this drainage study is to evaluate and redesign the existing pond to convert it into a reflecting pond with a permanent pool. Also evaluated was an addition to the existing drainage easement to encompass the actual location of the drainage swale through Tract A. III. DESIGN METHODOLOGY The site was previously evaluated by RBD Engineering Consultants of Fort Collins, Colorado on May 13, 1991. The drainage basin consists of a sloping valley with slopes from 8 to 20 percent. The vegetation consists of wild meadow g rasses, scrub brush and pine and aspen trees. Peak flows were calculated u sing TR55, "Urban Hydrology for Small Watershed", June 1986 and TR20, "Computer Program for Project Formulation Hydrology", May 1992, as prepared by the U.S . Soil Conservation Service. TR55 was used to calculate Runoff Curve Numbers (RCN) and the Time of Concentration (Tc). Flow Rates (Q) were calculated using TR20. The 24 hour precipitation (P) values were taken from "Procedures for Determining Peak Flows in Colorado" (F igure S-7) and were found to be 2.4 inches for the 100 year storm. Flows were calculated usin g the actual so il types I I I I I I I I I I I I I I I I I I I as obtained from the U.S. Soil Conservation Service in the Soil Survey of Aspen- Gypsum area, Colorado, parts of Eagle, Garfield and Pitkin Counties, and from the U.S. Forest Service. The drainage basins from RBD report were combined into one basin and the Time of Concentration was calculated for the whole basin. The detention pond was modeled with TR20 using the proposed grades in the pond which reflect a 1.5 feet deep pond with a permanent pool. The available storage in the proposed pond was calculated at different elevations and plotted on the Elevation- Storage Data Chart. The storage in the reservoir used by TR20 begins at the top of the riser at elevation 8190.75 as indicated on RESVOR card. The flow rate out of the pond spillway was evaluated at different elevations using the Design Data for Earth Spillways Chart as prepared by the U.S. Soil Conservation Service. Flows were evaluated for vegetated spillways and bare earth spillways to determine if the spillway would be adequate regardless of the ground cover. The spillway used was 18 feet wide with 2 :1 side slopes. The storage volume and flow rate out of the pond at different elevations were then plugged into the TR20 computer program with the developed 100 year storm flows as the flow rate into the pond. TR20 uses the inflow, storage volume, and outflow rate at different elevations to generate the maximum outflow rate and a maximum water surface elevation in the pond. I I I I I I I I I I I I I I I I I I I IV. SUMMARY The existing Zneimer Pond was evaluated to become a 1.5 foot deep reflecting pond. An outfall for the pond was designed to safel y pass the I 00 year storm. The outfall consists of a riser structure and an earth spillway . The riser structure is a 4 foot diameter manhole which was evaluated for both weir and orifice flow. A 24 inch diameter CMP barrel is the riser (manhole) outfall and became the restrictive device as flows increased into the riser. The spillway was evaluated for both vegetated and bare earth conditions. Flows into the riser and the spillway combined to provide the discharge from the pond. The TR20 output shows that the maximum water surface elevation during the 1 00 year storm event is just below elevation 8192. The pond embankment top is set at 8193 thus providing 1 foot of freeboard . Riprap is provided on the downhill side of the spillway to prevent erosion. The pond will safely pass the 100 year storm. The drainage swale leading to the pond was evaluated based upon actual field topo. Calculations provided at the end of the drainage calculations show that the flow will be under one foot deep and an additional easement line has been show on Sheet 2 of 2 in the maps. This line will be incorporated into the final plat. I I I I I I I I I I I I I I I I I I I TABLE I POND SUMMARY SPILLWAY TYPE 100 YEAR WATER POND EMBANKMENT SURF ACE ELEVATION TOP ELEVATION Vegetated 8191.97 8193 .00 Bare Earth 8191.99 8193 .00 TABLE II U.S. FOREST SERVICE SOILS SUMMARY MAP SYMBOL SOIL NAME HYDROLOGIC SOIL GROUP 11 Anvik, Skylick, Slighting B 47 Forsey B TABLE III U.S. SCS SOILS SUMMARY MAP SYMBOL SOIL NAME HYDROLOGIC SOIL GROUP 346C Gateview, Handrau, Eyre c 348C Tellura, Eyre c 467B Leadville B 6000 1000 r£n ::::=tl-=====:=:=:31 KI LOM£ 1 TER F EET 1M I 1929 )NAL MAP ACCURACY STANDARDS OFFSITE DRAINAGE MAP ROAD CLASSIFICATION QUADRANGLE LOCATION Primary highway, ha rd surfa ce Sec ondary highway, hard surface Intersta te Route Light-duty road, hard or improved surface .. Unimproved road _____ ======== U .S. Route State Route VAIL WEST, COLO. NW /4 M INTURN 15' QUADRANGLE S H E E T NO . 13 SO I L SU H V E Y OF AS P E N - G Y P S U M AH E A , CO L O R A D O , P A R T S OF EA G L E, GA R F I E L D , AN D P I T K I N C O U N T I E S (E D W A _ f W S QU A D H A N G I . E l R. 8 2 W. l R . 8 1 W. 10 6 >, q · , ·· ----------------------------------------- - - - - - - - - - - - - - - - - - - - - - -- - - -- ~ -- - - -- - - -1 ~- - - - ~ ~ ~- - - - - - -- - - - - - - - - - - -- ~ - - - - - - - - - - - - - - - - -- -- - - - - , J• J ~: ·~· - Q. < ~ {/ ) .. . . J ·- I I 0 {/ ) w u > a: w { / ) z 0 .. . . < > a: w {/ ) z 0 u .. . . J 0 { / ) ~~·7·· ·\~·· ."'r'.f r-: ~T.·Y"·=-~ . ' i ' ·~·· r , . ·'A " ··· .. , . . . . l~'' ' · ·· . :· .-· .-- -·~;·::,: · · . ·;:-,;' ( > £ ~ ··.-: '· '· · •· ' · . ' •:·: : : .- .' t'Q •. ~g:~ .. ~:;.~:,, ~·; .. ~ ... 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PIPE CULVERTS WITH INL'ET CONTROL 5-25 - - - - - - - - - - - - - - - - - - - £_ ; 5 < ? / :~: : 3. 1 ( - r ) ( ; ) A '¥ - z : 3 € .q~ h -;r~ j ~,. o. ~c '11'~< f ) ~ O < : . v . < l fh: uo .1>1if1: Ve7 ~ /a f. o c / · ( I 8 ~.o i I/ . . _ \ - : > . : ; '\ . I " ' - Co t m : t . . R I " ' e ~ \N 4b E EL E Y . S T o ~ G ~ { . . ) e , I R. O V . . I F " I C G. .. ' J, Q h IN ' V \ O e i . ( N ' i L . ) (A C . · ~ ) (r r T ) KC F ) ) a. h Q , ' l ( F T ) (( . V . . ) '- . J : " - r ) lc . c : : . tl : . ' '! : o e ~ - ·- · - - · · · - - -- - - · - - - - - e - · - · ·- - - · - · - -· ~; · · ; o 7 § t ' ) . j( a _ (_ .. . . . . . . 0 Q 0 .. . . Q _ _ _ c __ - - - · - - - ' P. ! C J o e- : : . o . ; 7 " 3 Co 0 tf ) . I / . 2 o. I Lq · l . . - - - - - · - - · · .B L - < f l ~ o . ; q { c c~ 6 . 2 5 ~ ;;, - ~ - , 0 . 2 ' 5 30 . " 3 8 L q l s- o C' . zw s Q_ , "5 ' tl f . o. r s 2' 5 ' . 3 o. 7 " 5 ~z t / ?3 ; q z ~ 6 . ' 3 3 / . 0 43 / . 2 5 'f ; ' - / . 1 /. 2 " 5 (e 7 . 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I 3 .1 3 .1 3 .1 3 I 3.1 3 .1 3.1 3 .1 3 I 31 3 I X 48 48 48 48 48 48 48 48 48 48 49 49 21 7 I 35 58 4 48 5 , 56 6 64 69 I 1.0 v 3 .9 4 .0 4 .0 40 4 .0 4 .0 40 40 4 0 40 40 4 0 5 3 .0 3 .0 3 .0 3 .0 3 .0 30 3 0 3.0 3 .0 3 .0 3 .0 3 .0 X >2 >Z >Z >Z >Z 2 z 2 25 31 34 4 0 45 48 5 4 60 65 70 7 4 79 1.1 v 4 I 4 I 42 42 4 .2 4 .2 4 .2 4 ,2 4.2 4 .2 4 .2 4 3 s 2 .9 2 .9 2 .9 2 .9 2 .9 2 .9 2 .9 2 .9 2 .9 2 .8 2 .8 2.8 I X 5 5 55 56 56 56 56 56 56 56 56 56 56 42 47 52 59 65 71 76 82 88 92 1.2 v 4 .3 4 .3 4 .4 4 .4 4 ,4 4 ,4 4 .4 44 4 ,4 4 .5 4.5 4 .5 5 2 .9 2 .9 2.8 2.8 2 .8 2 .8 2 .8 2 .8 2 .8 2.8 2.8 2 .8 X 59 59 60 6 0 60 60 60 60 60 60 60 60 0 35 42 48 55 6< 6R 75 : 82 89 95 101 109 1.3 v 4 .5 4 .5 4 .6 4 6 4 6 4 .6 4 .6 4 .6 4 .6 4 .6 4 .6 4 .6 5 2 .8 2.8 2 .8 2 .7 2 .7 2.7 2 .7 2 .7 2.7 2 . 7 2.7 2 .7 X 63 63 64 6 4 64 64 6 4 6 4 64 64 64 64 4 48 ~6 64 7 78 86_ -'3 3 100 10 8 1.4 v 47 47 47 48 4 8 4 .8 48 4 ,8 4.8 4 _8 -4.8 48 5 2.7 2 .7 2 . 7 2.7 2 . 7 2 .7 2 .7 26 2 6 2 6 2 .6 2 .6 I X 67 67 67 I 68 68 6 8 68 68 68 68 68 68 0 46 5 4 63 7 1 82 88 96 106 13 121 IZ8 136 1.5 v 4 .8 4 .9 4 .9 49 4 9 49 5 50 5 .0 5 . 5 . 5 .0 s 2 7 2 7 2 6 2 6 2 .6 26 26 2 .6 2 .6 2 .6 2 .6 2 .6 X 72 72 72 7 2 7Z 72 72 72 72 72 I 72 72 u ~2 6 0 70 I 81 90 100 1 10 118 12 9 137 145 155 I 1.6 v 49 5 0 5 . I 5 I 5 .I 5 .1 ~ I 5 . 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DEPARTMENT OF AGRICULnJRE I SOIL CONSERVATION SERVICE tNGIN((IIHG & WATUSHID ,LANNING UNIT IIOOMALL, rtHNSYl V ANIA I S I DE SLO PE 4: I •; 2 : I VEGETATED n=0 .0 40 32 34 36 3 8 4 0 22 24 2~ 7 ~ 2 7 2 7 z 7 2 7 38 38 8 3 8 33 33 3J 33 33 _;)~ 16 38 30 30 3 0 30 30 3 .6 3 6 3 6 3 6 3 .6 37 37 37 37 37 4 1 4 3 4 ~ 4 8 •9 3 3 3 3 3 3 3 3 33 34 3 4 3 4 3 4 4 4 1 ( 41 4 1 4 1 4 1 50 52 55 58 60 3 .6 36 36 36 3 6 32 3 2 3 2 3 z 3 2 45 4 5 45 45 45 63 66 68 73 7_§_ 3.8 38 3 8 3 8 3 .8 3 .1 3 .1 3 I 3 I I 3 I 49 49 49 4 9 49 74 '9 R2 R6 qo 4 .0 40 4 0 40 4 0 3 .0 3 .0 3 .0 30 3 0 ~z. 2 52_ 52 84 90 95 I 0 105 4 .3 4 .3 4 3 4 .3 43 2 .8 28 2 8 2 8 2 8 56 56 56 56 56 99 I 110 1 lo 12 2 4 .5 4 .5 4 .5 45 4 .5 2 .8 2 .8 2 . B 2.8 2.8 60 60 60 60 60 116 122 127 I 4 14 4 .7 4 .7 4 ,7 4 .7 4 .7 2 .7 2 7 2 7 2 . 2.7 64 64 6 4 6 4 6 4 46 15 . 159 4.8 4 .9 4 .9 4 .9 4 .9 2.6 2 .6 26 2 .6 2 .6 68 68 68 68 68 144 154 164 17 180 5 .0 5 50 5 .0 . ~I 26 2.6 2 5 25 2 5 72 72 72 72 72 162 I 2 182 192 20 I ~2 ~2 ~ 2 52 52 2.5 2 .5 2 .5 2 .5 • 2 .5 76 76 76 76 7 6 179 19 0 201 2 12 222 5 .3 5 .4 · 54 54 54 2~ 2 5 2 5 2 5 25 eo 80 81 81 81 l~b Jlj z Z4 5~ 55 5 ~ 5 5 5~ 2 .4 • 2 4 2 4 2 4 24 8 4 84 84 84 85 21 8 _n2 .24 0 25 3 266 57 5 7 5 7 5 7 57 2 4 2 4 2 4 24 2 4 89 89 89 89 89 2 6 I !52 265 2 76 288 58 58 58 58 58 2 3 2 3 23 2 3 2 3 9 2 9 3 93 93 93 255 2 I 286 jQ j l 6 .0 6 .0 60 6 0 60 2 3 2 3 2 3 2 3 2 3 97 97 97 97 97 280 297 313 328 340 61 6 I 61 6 .1 61 2.3 2 .3 2 .3 2 . 2 3 102 102 102 102 102 299 ;1 19 336 354 367 62 6 2 6 .3 6 3 6 3 2 .2 2 2 2 2 2 2 2 .2 106 106 106 106 106 321 34 0 359 378 39 2 63 64 6 4 6 4 64 22 2 2 2 2 2 2 2 2 I 10 110 Ill Ill Ill TSC·NE· ENG . I I I 0 SHUT I II ---0' --- :!o ' - - - - - - - - - - - - - - - - - - - E L E Y . ST O R . A G t .. \ ( N t; L . ) (A C . - P r ) (J / C f o 7:? o . ; ( o " r u tJ o e- s £ 2 . ! 7 3 ,~; q ; ~ o . ; q r ( e ; q ; s v .o . za , s e ; q z ~ 6 . 3 3 B iet Z -s o O . I / 6 D . . . . . £;5 2 / . · ~ = 3. 1 ( 7 ! } ( 4 ) A '¥ z : -: ? 8 . ,q t , ; , h ~~ ~ ~ z o. ~l-? 1 ' ( ( / ) ~ QG.V. cf /T) : uO. '>I OJ; :S a ~ G": : , _ .~-I A · ' I I / 8 ~n i I /u : o . . : J '" " ' C. o ~ · R l ~ e ~ 'v . J ~ f : l . J e i R . O P ' - I F ' I C c:. t, q h J N ' O \ O E . (, ~ ) (c ~ ~ ) Q n Q ( r T ' ) (c . . " ' ) (. . F . . . - ) (< . c : ' ! > .. . . . { l ' . . ' ~e Q: . . - - ·-· ·-- ~ ·-- - ·-- - - ·- - ... .. - ·- ·- · .. . __ _ - - · - · 0 0 _ Q _ _ 0 _ Q _ _ _Q _ _ _ -- - -- - - C> 0 tf J . I / . 2 o, I Lq · l . . - -· ;{ 1 _ - - - - · - - ·· · - 0 0 6 . 2 £ ~. 2 '5 :, ? 0 ." 3 0. ~ 1 3 o , 7 5 2 5 ' ." 3 o . 7 5 ' >z . t / / . 0 t. / . 2 /. 2 '5 GL / .1_ /. 2 " 5 t> 7. { o _ - - ! . - £ 6 5 : ) . 7 5 m: z _ j , { t ; ; ~ .D . - - - - · . - - - - - - - - - 1 - · - - -- - · -- - · .. e. ~ R . ~ ~ L I 1- . 1 L E ; \ O U " " l l . e. T a .., a 0 (~ T ) ( (. ~ ~ ) ( F T ) (< P:S. ~ ···· · .. . -- -- - - - ·- - - - · ·- - · . . . 0 0 - - - - r - - .: L . L 2/ . P - - - - .J / . z 5 ' 2 6 I~ - - 3D 5. 2 ~ 3 2 ? .- - 6 3. 5 _ - - - - - - - · -- - - - - - -· - - - - O U T F A L L 01 ~\\"((("," WSE. (T•-.1..\.. 0) (c ;:">) ·- - - - /. 2 ;jq ·-'38. 3 --;t/.o /20.0 i )> G> rr1 I U'l -f 0 ;o )> (j) rn I -(/) n I )> ::0 G> rr1 I I I I I I I I I I I I I I I I I I I CURVZ NUMBZR COMPUTATION Vera -2 .00 Date: 08-08-!14 Date: Proj•ct County ZNZINZR SUBDIVISION ZACLJl Stat•: CO Subtitle: DEVJlLOPJlD TO POND -ZND.55 8 -8-!14 COVER DESCRIPTION FULLY DEVELOPED URBAN AREAS (Vog EtJtab .) Imperv1ou• Area• Paved parking lots, roofa, driveways Street• &ad road• Paved ; op•n ditch•s (~/rigbt-of-~ay) OTHER A GRICULTURAL LANDS Brush -bruab, weed, grass mix fair fair Total Ar•a (by Hydrologic Soil Croup} Uaer : HN Checked : Hydrologic Soil Group A B c AcrtJtJ (CN) 1.1(!18) 2 .0(8!1) 1!1(5&) 112(70) 8(&0) !12(73) 30.1 204 D TOTAL DRAINAGE AREA: 234.1 Acr•• WEIGHTED CURVE NUNIJF:R: 70• • -Cenerat•d for uae by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TINZ Version 2.00 Date: 08-08-!14 Project County ZNEIMER SUBDIVISION EAGLE State: CO Subtitle: DEVELOPED TO POND -ZND .55 8-8-!14 Flow Typo Sbo•t 2 year rain 2 .4 Sballo~ Concont'd Open Cboru:uol Open Channel Length Slope Surface (tt) (ft /ft) code 300 700 2!100 2100 0.25 0.40 F u ---Sbeet .P"low Surface Codes --- A Smooth Surface , Crass, Denae UtJer: HN Checked: Date: n Ar•a Wp Velocity Time (sq/ft) (tt) (ft /sec) (br) l5 12 0 .241 0. 01!1 0.054 0. 04!1 Time of Concentration • 0 .36• Shallow Concentrated B Pallo., (No Rea .) c Craas, Burmuda Surface Code a c Cul tivoted < 20 ' Rea. H Jtioods, Ligbt p Paved D Cul tivat•d > 20 ' Re•. I H'oodtJ, D~Ul8fJ u Onpav•d E Cr•••-Range, Sbort J Range, Natural Can era ted for uae by GRAPHIC method I e ···············•••80-80 LIST OF INPUT DATA FOR TR-20 HYDROLOGY****************** Is TR -20 FULL PRINT SUMMARY 100 TITLE 001 ZNEIMER POND w/ VEGETATED 18' SPILLWAY .r. 24" CHP llO I TLE DEVELOPED SITE -(ZV18 .DATI 8/11/94 120 STRUCT 2 130 8 8189.25 0.0 0.0 lSO i 8190.75 0.0 0.16 160 8190 .85 l.2 0.173 165 8191.00 4 .9 0 .194 170 8 8191.50 39.3 0. 265 180 I 8192 .00 75.0 0 .330 180 8192.50 123 . 0.400 190 9 ENDTBL 220 I RUNOFF 1 1 5 . 3658 70. 0 .36 1 0 0 0 1 230 RESVOR 2 2 5 6 8190.75 1 0 0 0 0 1 240 ENDATA 250 7 INCREH 6 0.10 260 I COM PUT 7 01 02 0.0 2 .4 1 .0 2 2 01 01 310 ENDCMP l 320 ENDJOB 2 330 llr *****************************END OF 80-80 LIST******************************** XEQ 08-23-94 13:55 REV PC 09/83( .2) ZNEIMER POND w/ VEGETATED 18' SPILLWAY .G 24* CMP DEVELOPED SITE -(ZV18 .DAT) 8/1 1 /9 4 I llrECUTIVE CONTROL OPERATION INCREM MAIN TINE INCREMENT • .10 HOURS ~CUTIVE CONTROL OPERATION COHPUT FROM STRUCTURE 1 + TO STRUCTURE 2 I STARTING TINE • .00 RAIN DEPTH • STORM NO. • 1 2.40 RAIN DURATION• 1.00 RAIN TABLE NO.• 2 ALTERNATE NO. • l MAIN TINE INCREMENT • .10 HOURS IIFERATION RUNOFF STRUCTURE 1 OUTPUT HYDROGRAPH• 5 AREA • . 37 SQ HI INPUT RUNOFF CURVE• 70 . I INTERNAL HYDROGRAPH TIME INCREMENT• .0480 HOURS I I RUNOFF PEAIC TIHE(HRS ) 1 2.16 23.67 ~·OLUNB ABOVE BASEFLOW • OPERATION RESVOR STRUCTURE 2 INPUT HYDROGRAPH• 5 PEAX DISCHARGE(CFS) 72.42 3.10 .41 WATERSHED INCHES, OUTPUT HYDROGRAPH• 6 I SURFACE ELEVATION• 8190 .75 I PEAIC TINB(HRS) PRAX DISCHARGB(Cl"S) TINE OF CONCENTRATION• . 36 HOURS PEAX ELEVATION(FEET) (RUNOFF) (RUNOFF) 96.41 Cl"S-HRS, 7.97 ACRE -FEET; PEA1C ELBVATION(l"EET) 110 120 JOB 1 RECORD ID RECORD ID ANT. HOIST. COND• 2 BASEPLOPf • .00 CPS PASS PAGE 1 1 260 310 I 12.19 23.65 II RUNOFF VO LUME ABOVE BASEFLOW • IIJECUTIVE CONTROL OPERATION ENDCMP + I IIJECUTIVE CONTROL OPERATION ENDJOB .3.17 3 .10 8191.97 8190 .53 . 41 WATERSHED INCIIES , 56.25 CFS -HRS, COMPUTATIONS COMPLETED FOR PASS 1 XEO 08 -23-54 13 :55 REV PC 05/83(.2) ZNEINER POND w/ VEGETATED 18' SPILLWAY & 2 4• CMP DEVELOPED SITE -(ZV18.DAT) 8/11/54 I 7 .55 ACRE-FEET; BASEFLOW • 110 120 SUMMARY TABLE 1 -SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED I (A STAR(*) AFTER THE PEAJC DISCHARGE TINE AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION HARJC(?) INDICATES A HYDROGRAPH WITH PEAJC AS LAST POINT.) . DO CFS RECORD I D RECORD ID JOB 1 STANDARD RAIN ANTEC HAIN PRECIPITATION PEAJC DISCHARGE 320 330 SUMMARY PAGE 2 I CTION/ RUCTURE CONTROL DRAINAGE TABLE HOIST TINE -------------------------RUNOFF -------------------------------------- ID OPERATION AREA (SO HI) I ALTERNATE I ·RUCTURE STRUCTURE I 1 2 1 STORM RUNOFF RESVOR TR20 XEO 08-23-.94 13 :55 I REV PC 0.9/83(.2) .37 .37 l II 2 2 COND 2 2 INCREN (HR) .10 .10 BEGIN (HR) .0 • 0 AMOUNT (IN) 2 .40 2.40 DURATION (HR) 24.00 24 .00 ZNEINER POND w/ VEGETATED 18' SPILLWAY t. 24" CMP DEVELOPED SITE -(ZV18 .DAT) 8/11/54 AMOUNT (IN) .41 .41 ELEVATION (FTJ 8191..97 110 120 ~RY TABLE 3 -DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTION/ I RUCTURE ID I TRUCTURE ALTERNATE W TRUCTURE ALTERNATE 2 1 1 1 DRAINAGE AREA (SQ HI) .37 .37 lEND OF 1 JOBS IN THIS RUN I I STORM NUMBERS ......... . 1 73.17 72.42 TINE (HR) 12 .16 12.19 RATE (CFS) 72.42 73.17 JOB 1 RATE (CSN) 198.0 200 .0 SUMMARY PAGE 3 I I I I I I I I I I I I I I I I I I 11-54.9 DESIGN DATA FOR EARTH SPILLWAYS STAG! $PtU.WA'f 1 ... 1 VIIRW!LE.! 8 10 12 IN •f_(T 6 8 v 2 7 2 7 2.7 0 .5 s 15 :5 1 5 X 84 84 84 I 12 0 .6 " 30 3 0 30 5 14 14 I 41 X 92 92 92 <J II I lb 0 .7 v · 32 32 3 .3 5 1.4 14 13 X lUI IOZ 102 0 lj 16 19 OB " 3 5 3.5 3 5 s 1.3 L3 I 3 X 113 II) 113 17 2 · 24 0 .9 v 3 .7 38 3 8 s 1.2 12 I 2 X 120 120 123 z 24 29 1.0 v 40 40 4 .0 s 1.2 1.2 I .2 X 13 I 131 13 I :3 28 34 1.1 v 4 .2 42 4.2 s I. I I I I . I X 141 141 141 4 1.2 v 44 44 4 .4 s I . I 1.1 I . I X 148 148 lSI u 32 38 46 1.3 v 4 .5 4.6 46 s 1.1 1.1 I I X 159 159 159 }_. 44 51 1.4 v 4 .7 48 4 .8 s I I 1.1 I I X 166 169 169 4 1 5• 58 1.5 v 4 .8 49 4 .9 s 1.1 II 10 X 177 177 17'9 4!i ~6 6: 1.6 v 5 .0 5 .1 !I I s 1.0 1.0 10 X 184 189 189 0 52 62 72 1.7 v 52 52 5 .2 s 10 10 10 X 195 200 202 _u 58 69 I 1.8 v 5 .3 5 .4 5 .4 s 1.0 10 1.0 X 205 210 I 212 64 '6 88 1.9 v 5 .5 55 55 s 10 10 10 X 215 218 220 I 8 9 2 .0 v 56 5 .7 5 . 7 s 10 09 09 X 225 2. oj 7 91 10 2.1 v 57 58 5 .9 s 09 09 09 X 236 238 2 43 84 IOC 116 2.2 v 59 59 60 s ·.9 19 0 9 X 2 4 6 ~I 253 9• 108 I 4 2 .3 v 60 61 61 s 09 09 09 X 256 261 261 u 99 I If> I )6 2 .4 v 6 I 62 62 s 09 09 09 X 269 269 12 I REFERENCE: BOTTOM WIOTH (b) IN FEET 14 16 18 20 22 24 26 28 '0 I II I 14 I I I I 2_7 2 . 7 2 .7 2 .7 2 7 2.7 2 7 27 2 .7 I 5 I 5 I 5 15 I 5 I 5 I 5 I~ I 5 8 4 84 84 84 84 84 84 84 84 14 I 16 18 Z• 22 24 2.§ 28 3 .0 .3 0 30 3 .0 3 .0 30 J.O 30 30 1 4 14 1.4 14 1.4 14 14 14 14 92 92 95 95 95 95 95 95 95 18 25 2 8 .3• jj .35 3 .3 3 .3 3 3 3 .3 3 3 33 3 3 33 33 13 13 1.3 13 13 13 13 13 13 102 105 105 105 105 105 105 I 105 105 22 26 ~9 H 35 ~-8 42 4 46 3 .6 3 .6 3 .6 3 .6 36 3 .6 3_6 3 6 3 .6 I 2 I 2 12 I 2 I 2 I 2 12 I 2 I 2 113 liS 115 II 115 115 II I 15 115 28 32 35 39 43 4 7 I 53 5 7 3.8 3 8 3 .8 38 3 .8 38 38 3.8 3 .8 12 I 2 I 2 1 2 12 1.2 1 2 1.2 1.2 123 123 12 3 123 123 12 3 12 3 125 125 33 I 38 42 4 5§ _2_1 ~--65 40 4 .0 40 4.0 4.0 4.0 4 .0 4.0 4 .0 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1 .2 131 133 133 133 133 33 133 3 13 39 44 49 54 6C 65 70 74 79 43 4 .3 4 .3 43 4 .3 43 43 43 43 1.1 1.1 1.1 I I 1.1 1.1 I. I 1.1 I. I 141 141 141 14 I 143 143 143 1 43 143 4 I 58 64 69 '6 80 86 92 44 4 4 4 . 45 4 .5 4!1 4 .5 4 .5 4!1 I. I I I II 1.1 1.1 1.1 1.1 1.1 I I 15 I 15 I 151 lSI 15 I 154 154 154 154 53 58 65 73 80 86 91 99 106 46 4 6 46 -4 7 4 4 4 .7 47 47 I I 1.1 II I I 1.1 1.1 I I 1.1 1.1 161 161 161 161 161 16 1 161 161 164 9 _bb '4 82 90 96 I 13 I 119 4.8 4 .8 48 4 .8 48 4 .8 4 .9 4 .9 4 .9 1.1 1.1 I I 1.1 1.0 1.0 10 1.0 1.0 169 169 I '2_ 1 •2 I 2 I '2 I 2 I 2 I r4 66 '5 85 92 10 1 I )8 I 16 I :5 1,3 '10 50 5 .0 5 .0 5 .0 5 .0 5 .0 5.0 5 .0 1.0 10 1.0 1.0 I . I I. 1.0 1.0 1.0 179 182 182 182 182 182 182 182 18 4 '5 84 94 I 4 II I 13: 142 149 5. I 5 .1 5 .2 5 .2 5 .2 5.2 5 .2 5 .2 5 .2 10 10 1.0 1.0 10 10 10 10 1.0 192 192 195 195 195 195 195 195 195 83 94 105 11 5 12o:i 135 145 156 167 !U 5 3 53 53 5 .4 5'1 5 .4 5 .4 5 .4 1.0 1 0 10 10 10 10 10 1.0 10 205 205 205 205 205 205 205 205 205 93 I 104 I I lb I 138 15C 16 I I 182 55 5 .5 55 5 .5 55 5.5 5 .5 5 .5 5 .6 10 09 09 09 0 .9 09 0 .9 09 09 21 5 215 I 2 I 5 215 215 215 215 215 215 102 11 4 127 14 152 164 I 188 z, I 5 6 1 56 56 57 5 .7 57 57 57 57 09 09 09 09 09 09 0 9 09 0 .9 22 3 225 225 2 25 225 225 225 225 225 Ill 125 I 138 I ·3 164 I 8 19 4 IH 57 5 .8 09 09 2 zj I !2 I 15 59 59 09 09 243 I 24 I 3 I 14!> 60 6 0 09 0 .9 253 253 14 158 61 6 2 09 0 9 264 264 I I 0 6 3 6 3 09 09 2 74 2 74 58 5 .8 58 56 58 58 59 09 09 09 09 09 0 .9 09 z It> ~ lb :Jb z 6 £ )b z 149 162 I 192 207 z l' 234 59 59 60 6 .0 6 0 60 60 09 09 09 09 09 09 09 243 243 24 243 246 246 246 16. I 194 21 22 4 238 25 61 6 I 6 I 6 . I 6 I 6 .1 6 .1 09 09 09 0 .9 09 09 09 25 3 2!13 256 256 256 256 256 175 l'lc 18 226 2 43 '58 275 6 6 .2 62 6_1_ 63 6 3 63 o_ 09 L9. 09 09 0~ 09 264 266 266 266 269 269 269 189 206 2 4 241 260 275 294 6 64 6 4 64 6 .4 6'1 64 09 09 09 09 09 09 09 27_6 276 2'6 76 2 '9 2 r9 2'9 Exhibit 11-3.1 U.S. DEPAATWENTOF AGRICULTURE SOIL CONSERVATION SERVICE (NGINU.ING I WATUSHIO PlANNING UNIT I•OOMAll, P ENNSYLVANIA '" ... SIDE SLOPE 2:f BARE EARTH ns0.025 H 34 36 38 40 _Z 4 :~ :8 2 .7 27 2 7 2! ___g_ 15 15 15 15 15 84 84 84 84 84 ·2 34 35 I 30 30 30 30 30 1 4 14 14 14 14 95 95 I 9 5 95 95 ql 4 4q 4b 4t! 3 .3 3 3 33 33 3 3 I 3 I 3 I 3 1.3 13 105 105 lOS 105 105 48 51 54 57 60 36 36 •6 36 '6 12 12 I 2 12 1 2 II II 115 115 ll_!j_ 60 64 68 71 75 3 .8 3 .8 38 38 38 I 2 12 12 I 2 1 2 125 125 125 125 125 7<: 81 86 9C 4 .0 . 40 40 4 0 40 12 1.2 1.2 I 2 12 13 13 133 133 13 84 89-95 100 105 43 4 .3 43 43 43 1.1 1.1 I I 1.1 1.1 14 3 14, 1 43 143 143 98 I 4 110 116 12 2 4 .5 45 45 4.5 4 .5 1.1 1.1 II I I 1.1 ~~-· I 4 154 154 15 4 I 12 119 125 133 140 4 47 47 4 .7 4.7 1.1 1.1 1.1 1.1 I I 164 164 164 164 16 4 12 134 14 2 I I 4 .9 4 .9 49 4 .9 49 10 I . I. 10 1.0. 174 I '4 I 4 I 4 174 142 150 16C 169 I 8 5 .0 5 .0 51 5. I 5. I 1.0 1.0 1.0 10 1.0 184 18 4 184 184 18 4 - 1!18 168 78 I 7 I !I 2 5 .2 5 .2 52 5.2 1 0 1.0 10 1 0 10 195 195 19_5 195 195 175 187 196 206 217 5 .4 5 .4 5 .4 54 54 10 10 10 10 10 205 205 205 205 205 194 0 4 2 14 56 5 .6 5 .6 56 56 0 .9 0 .9 09 09 09 215 215 215 215 215 21j 22 2 3~ 48 261 5 .7 5. 7 57 57 5 7 09 9 19 9 09 225 225 22!1 22!1 225 l3; ~4 2 ~6 269 83 59 59 59 59 59 09 0 .9 09 0 .9 09 6 2 6 z )t) I ~ >6 6 250 267 2 76 291 J05 60 6D 60 60 60 09 09 09 09 )9 2 46 246 246 246 246 2 69 288 301 314 330 61 6 .2 62 62 6 09 09 09 09 >9 256 2!16 256 256 256 29 31 6 12 41 ll4 6 3 6 . 6 .3 6 .6_ 19 09 I 'I 0'1 O_q 269 26 9 269 269 269 312 327 346 364 378 64 6.4 6.4 64 64 0 .9 0 .9 09 0 .9 09 2 '9 _ c_~ Zf9 _ zrg 2'9 TSC-NE-ENG. I I I 0 IH!:lT • II I • ******************80-80 LIST OF INPUT DATA FOR TR-20 HYDROLOGY****************** I. TR-20 FULLPRINT TITL.E 00~ ZNBIJID POND w/ BARB' BARTH 18' SPILLWAY a 24 • CMP I TLB DBVBLOPBD STRUCT 2 8 i 8 I 9 BNDTBL I RUNOFF 1 RB'SVOR 2 BNDATA 1 2 5 7 INCRSN 6 I COIIPUT 7 IlNDCNP 1 01 RNDJOB 2 SITS -(Z1B.DAT) 8/11/94 8189.25 8190.75 BUD. 85 8191.00 8191.50 8192.00 Bl92.5D 5 . 3658 6 8190.75 0.10 02 o.o 0.0 0.0 1.2 4.9 38.3 74.0 120. 70. 2.4 llr*****************************RND 0.0 0.16 0.173 0.194 0.265 0.330 0.400 0.36 1.0 1 0 0 1 0 0 0 2 2 01 0 1 0 1 01 100 110 120 130 150 160 165 170 180 180 190 220 230 240 250 260 310 320 330 ZBO 08-11-94 16,23 RSV PC 09/83{.2) ZNBIJillR POND w/ BARB' EARTH 18' SPILLWAY & 24• CJIP D~LOPSD SI7.8 -(Z18.DAT) 8/11/94 I BZBCUTIVB CONTROL OPERATION INCRBX I , JIAIN T'DIB INCRZJIBNT • .10 HOURS CONTROL OPERATION CONPUT FROII ST'RUCTURB 1 TO STRUCTIIRB 2 • STARTING TINB • ALTBRNATB NO. • l .00 RAIN DEPTH • 2.40 RAIN DURATION• 1.00 RAIN TABLB NO. • 2 I STORN NO. • 1 MAIN TINB INCRJlKBNT • .H HOURS I BRATION RUNOFF STRUCTURB 1 OUTPUT BY.DROGRAPB• 5 AR.IA• • 31 SQ JIZ INPU'r RUNOFF CURVB'• 70. I I I I Ilr.I'DNAL HYDROGRAPH TID INCRBJDlN'r• • 0480 HOURS PJWI: TIJIB{HRS} 12,U 23.67 RUNOPP VOLVXB ABOVB BTRUC~ 2 IHPUT BrDROQRAPH• 5 PSAK DISCHARQS(C,S} 72.42 3.10 OUTPUT HliDROQRAPR• 6 SUR,ACS SLBVATION• 8190,75 PJWr TIJIB{HRS) 12.19 P&AX DISCRARQS(C,B} 73.15 TID OP CONCB'N'Z'RATIOJI• .36 HOURS PBAX SLBVATION(,SST} (RUNO,,} (RUNO,n 96.41 CTS-BRS, PBAX SLBVATION(,SZT} 8191.!1!1 110 120 JOB 1 RECORD ID R.BCORD ID ANT. NOIS'l'. COND• 2 . 00 c,s PASS PAGX 1 1 260 310 I 23.69 • 3.10 8190.93 .IIRUNDFF VOLUHB ABOVB BASBFLOW • . 41 PIATDSHBD INC'IIBS, 96.26 CFS·HRS, rCUTIVB CON'l'ROL OPBRATION BNDCMP COMPUTATIONS COMPLBTBD FOR PASS 1 I BXBCUTIVB CONTROL OPBRATION BNDJOB I T.R20 XBQ 08·11·94 16:23 I RBV PC 09/83(.2) ZNBINER POND w/ BARB BARTH 18' SPILLWAY a 24• CMP DBVBLOPBD SITB -(Z18.DAT) 8/11/94 7.!16 ACRil·FBrr; BABBFLOW • 110 120 ~lf TABLB 1 BBLBCTBD RESULTS OF STAMDARD AND KXBCUTIVK CONTROL INSTRUCTIONS IN THZ ORDBR PBRPOR«Ka (A STAR(•) Al'TBR 'l'HB PltU' DISCHARGB TiliB AND RA2"B (CFS} VALUBS INDICATBS A FLAT TOP HYDROQRAPH A QUBSTION JIARIC(?} INDICATES A HYDROGRAPH 'NI'!'Il PBAIC AS LAST POINT. ) • 00 CFS RECORD ID RECORD ID JOB 1 ICTION/ STANDARD RAIN ANTBC MAIN PRBCIPITATION PDX DISCHARGB STRUC1'!1RB CONTROL DRAINAGB TABLB HOIST TIIIB ·---------·--------------RUNOFF ID OPERATION ARBA II (SO NI) 1 BTORN I ALTBRMATB STRUCTURB 1 RUNOFF RESVOR uo 08-11-94 16:23 RBV PC 09/83( .2) I .37 .37 1 • COND INCRBJI BEGIN AJIOUNT DURATION AMOUNT 2 2 2 2 (HR) .10 .10 (HR) .o .o (IN) 2.40 2.40 (HR) 24.00 24.00 ZNBiliBR POND w/ BARB BARTH 18" SPILLPIAY a .24• CliP DBVBLOPBD SITB -(Z18.DAT) 8/11/94 (IN) .41 .41 BLBVATION TIHB (FT) 8191.99 110 120 (HRJ 12.16 12.19 rr TABLB3 lzc:rxos; -DISCHARGB ( CFS) A :I' 1CSBC2'IONS AND BTJIUCTURBS FOR ALL STORNS AND ALRRMATBS 0 BT.RUC1'!1RB 2 I ALnRMATB 0 STRUC1'!1RJr 1 1 Dl!AINAGB AND (SO III) .37 .37 lAL2'.RNAT~ l OF 1 JOBS IN TIIIS RUN II II STORN NUNBDS ..••• , • , •• 1 73.15 72.42 RATJr (CFS) 72.42 73.15 JOB 1 320 330 SUNNARY PAGJr 2 (CSIII) 198.0 200.0 SUJINARlf PAGJr 3 I I I I I I I I I I I I I I I I I I I • Open Channel -Un1tor. tlow Worksheet Name: ZN Comment: ZNEIMifR Solve For Depth Given Input Date: Left Side Slope •. Right Side Slope. Hanning's n .•...• Channel Slope ••.. Discharge ....•.•• Computed Results: Depth ........•.•• Velocity •....•.•• Flow Area ....•. ,. Flow Top Width .•• Wetted Perimeter. Critical Depth ... Critical Slope .•. Froude Number .... 15.00:1 (H:V} 15.00:1 (H:V} 0.050 0.0950 ft/ft 72.42 cts 0.94 ft 5.51 tps 13.14 st 28.07 ft 28.l4 tt 1. 08 tt 0.0449 ft/tt 1.42 (tlow is Supercritical} Open Cbannel Flow Nodule, Version 3.41 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 ' ao 0 0 0 ru ZNEIUER SUBDIVISION DRAINAGE EASEMENT REVISION TRACT A, UA ZNEIU£R SUBDIVISION TOWN OF VAIL. EAGI F COUNTY, COLORADO I N OI'J:;'~· E J8.5r' -8180 -;-~ I I ' I I E:XIST. EDGE: OF ASPHAL ±8206.05 (EXISTING} I I ( I ·~ I t I I I • / / / "' / ':! / 0 / / / / / / / / / /-- / / / I:\OWG\Z\INE1W20.0WG I SCALE 1" -20' ENGINEERING INC. EDWARDS BUSINESS CENTER • P.O. BOX 97 EDWARDS, COLORADO 81632 • 30.3 926-3373 • FAX 926-3390 • SHEET 2 OF 2 JOB# 98024 .D c EXIST EDGE OF ASPHALT----... ZNEIMER SUBDIVISION POND MOD/FICA TION :±8206.05 (EXISTING) TRACT A, UA ZNEIMER SUBDIVISION TOWN OF VAIL. EAGLE COUNTY, COlORADO EXIS1l NG EAR1lHEN DA M PROVI DE 4' TOP SOIL WITH REVEG ET ATION 4.0' 18.0' 4.0' EXISTING EAR THEN DAM SPILLWAY SECTION N 71'01'39" E :JO.!U' N 01'35'59" E 38.51' N.T.S I / / SEWER MANHOLE (TYPI CAL) / / / / / ,..- / --- I I I I ~ 1 P'<O~JE L D I A. "'C'-ID "'SE"i:. (SE::: DE -t.I L ' -oP =9 o.-s N\=86 .-5 D"QVIDE 2 ' X 2'/X 2 ' CONCREt: 1Nt£'T w I GRA t:. (POt>~{) DRA ,N) (SEE !JtT AIL )I 89 .25 I I J ;;· I -+- N 21 "50'26" W 20.91' I I / TOP =89.25 ~ · ll'o.Y=8 7 .25 0 ROVIDE A GEOSYNTHE~C WA ITR 0 ROOF L NER SUCH AS 60 MIL VLDPE OR EQU I V. UP -o ELEVATION 8191.0 . + PROVIDE 8' VAL YE AT END 8' DIP INSIDE MH RISER. (NORMALLY CLOSED ) 100 YEAR STORM WATER SURFAC E ELEVATION=81 9 2. / 89.2 5 / + ~ ./ ./ / r , / /~~/ / / / / / / ___ ...,., ·' .. 89.2) + 'I J I I I I I I I I I I v I I • I I I / ! ;' ;' I I I I I I I I ! 2 4 ' CMP 6' WIN PRn'IIOE NON-SHRINK GROOT .._T "PE--"' m t.IAN-iot..E c::ot.tfEC'TlONS / (MIN. F. OF 2 -.36u CM MIN. SLOPE. / PROVI I COVER OVER PI FLARED END SECTI -- TO PROVIDE s• OPENING. FHAtr.I E AND CO'vf:R D & L A104J OR EQUA L TO BE C "ST IN UO. S EACH SIDE. ./ / ). / / / ~ / c; ./ ./ / / / / SQUARE INLET FRAME & GRATE INSTALL 1' IDI.4METER RUS'R-NEK (OR EQUAL) JOINT GASKET AND GROUT JaNTS INSID>£ AND OUTSIDE, GROUT UFT HO\.£S ON I~"''TERIOR, INSTALl 1 1/2' DIA!.IETER RWB'R-NEK 00 MANHOLES \riii\NHOl£S LARGER TI-IAN 48' t • i I • / FRAME & GRATE POl PI...I.N,L:;jlf==~=~s;- NON-SHRINK GROUT SfCTION A WJER AI NOTf 1. ,6,U. CONCffiElE WORK SHALL COMPLY 'MTI-! LATEST ACh 518 SfPECIFICA110NS 2' SQUARE INSIDE Dll.iEN. Z SQUARE PRECAST BOX DETAIL AREA INLET / / SCALE 1" -10' SHEET 1 OF 2 NTS ENGINEERING INC. POND RISER TOP EDWARDS BUSINESS CENTER • P.O. BOX 97 EDWARDS, COLORADO 81632 NTS • 303 926-3373 • FAX 92&-3390 • JOB# 98024