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HomeMy WebLinkAboutpitkin.bldg.264127200030DOCUMENT LAYOUT Certificate of Occupancy or Letter of Completion (most recent project) Permits Final Inspections Any Supporting Documents Site Plans (no architectural plans) If there are previous projects they will follow in the same order. I IM PITKIN COUNTY COMMUNITY DEVELOPMENT September 25, 2009 Eric B Cohen Trust 11258 Hwy 133 Redstone, CO 81623 Parcel: 2641 - 272 -00 -030 To Whom It May Concern: An address correction has been completed for the above parcel. This is a life /safety issue for the Ambulance and Fire Department to be able to locate the address in a timely manner when a call is made. In accordance with the national standard for addressing, your address was changed from "8901 Woody Creek Rd" to "60 Larkspur Mountain Rd ", effective immediately. This number assignment is based on its position between existing addresses. As part of the address assignment process, an e-mail was sent to various city and county public service and safety departments. Emergency Services (911) asks that you notify your telephone service provider. US Postal Service asks that you to fill out an official change of address form if you receive your mail at this address. Sincerely, jitX& A 4a Debbie Weinant (970) 920 -5525 Pitkin County Community Development Brian Nichols (970) 925 -269 Aspen Fire District Ginny Bultman (970) 920 -5329 Communications - 911 �D 'yy V I -i O let 9 V PITKIN COUNTY BUILDING PERMIT APPLICATION 1305 GALENA ST ASPEN, CO 81611 OFFICE PHONE 970 - 920 -5526 FAX: 970- 920 -5439 ^'_ � CS r I - Z700 INSPECTION LINE: 970 - 920 -5532 htt0: / /www.asoenoitkin.com x Applicant to complete numbered spaces only. Permit Number (Office Use Only) Permit 1. 108 ADDRESS it (A out address form if none) Mullins sad— Phew co 2. OWNER m+anr Addle— vnnne -Tr s I I 14 W outdo l S'( FD 3.CONT CTIO M +anvneemr Phone f CWV' Y-I Z j YZ Ara yFJ. `i U C1�1IVn ��j�— Co I.�l.li NN FST 4. ARCHITECT ORE NGINEERO RECORD MawaAm2s ^\ _ (JJ CMS S. E MITCONTACT ehelsodrers Phennee — RF RF SN �j 6. Parcel ID R (call 920 5160) (� —� ZG 7. CLASS OF WORK NEW M ADDITION ALTERATION REPAIR ENERGYCODEFEE PIdUi OIECKFEE ZONING DEPOW GIS FEE 8. Use of Building Residential Commercial Agricultural M Other USET" FEE ZONING FEE RD IMPACT FEE �T pFIERMIT "'! S 9.Is LP Gas used? yes No Deed Restriction AH IMPACT FEE FEE OTHER IMPACT FEE R9d? Customer's Total 5R Footage 30. Valuation New Se, Footage Existing Sat Footage for this permit j Type of Total SF of Bldg Actual Valuation No. of Stories Construction 11. Description of work (include Main Bldg Permit K if this is a change order) TNo. of Bedrooms No. of Existing Added Dwelling Units Cemus Code Oa Group Occ lead lot Size Use Zone APPROVALS AUTHORIZED BY DATE Zen., Lana Use H.P.C. EH /NR Separate permits are required for Electrical, Plumbing, Heating, Ventilating or Air Conditioning. This permit becomes null and void K work or construction authorized is not commenced within 12 months or H construction or work is suspended or abandoned for a period of 190 days at any time after work is commenced. I hereby cenNy that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or Cancel the provisions of any other state or local law regulating construction or the performance of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that the structure and /or project is bulllt in compliance with all applicable codes. Engineering Fire Marshal FiM SprinLkr RepuirMi Y/N Nerm R¢puirtd? Y/N oty of Aspen water Aspen cons. San Dist Other PAYMENT OF PITKIN COUNTY USE TAX The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Firkin County (.5%) on the building Permit at time of issuance. All sub - permits pulled under a Wilding permit are paid by this deposit payment and should not pay Use Tax. Deposit .5% of 50% of project valuation. Exempt: Exempt Organization Property liens may be placed on the owners and /or the contractoi s property when Use Tax Is not Paid. NOTFTaNFO Ne en validated. Workrtaned wlthoma permn will the doubts Fee d. X Con ctor's Signature One X Signature of Owner (if Owner Builder) wa APPUUnoN APPROVED MR SUBMITTAL ACCEPTED PLWSCNECNED ISSUANCE e O / Dat Dae //& B 0 SubmRzat Fees Receipted: q .52' os Z6o S GOUZ DS —Z Fogy Code Fee Plan Check Fee Zoning Deposit GISFee WVan" Fits Reesipted: Rcr <(� fu C Poro tFee S,G �Sy o Impact Fee Remaining Zoning Fee Road Impact Fee REMP Fee r �'I tc0 713yH v,ot/0I ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY❑. COMMUNITY DEVELOPMENT DEPARTMENT CITY OF ASPEN 970 /920-5526 130 South Galena 970 1920-5090 9701 920 -5532 Inspection Line Aspen, CO 61611 970 / 920 -5448 Inspection Line roes a 9 , TIla. PERMIT NO. .era AOwESS odd, r£n t ' \ +Y\ 7 Lo- k s u r 65,0 m oween raroRe Branden Cohen QQr1aCJILCONTRAC.rOR AVYLNDApOR�35 ZhR eM�r3E COLA. UC e Sunsense Inc. PO Box 301 Carbondale CO 81623 963 -1420 C- 005700 BUILDING PERMIT' M OCCUPANCY GROUP S ELECTRICAL VALUATION nn 77 SQUARE FOOTAGE OCC , USE OF BUILDING COMMERCIAL Q RESIDENTIAL 0 CLASS OF WORK a0DIT ON []ALTERATION ❑NEW NSTRUCTION SERVICE MOTHER DESCRIBE WORK IN DETAIL ee%t Aoomons. ALTEPAm0.1s. w01GA1E 1YRE. NWINER AND Ur_An0N o- SWIFIO: of CIMUMM Installation of Roof Mounted PV Arra total area is approximately 190 square feet and solar charge controller to be integrated in to existing balance of systems. t Q F Paau q n*rT t_ IstilrTrenq RAox Moor /^j a O C 4rr L OWNEM/APPUCANF The undersigned appllom to personality perform electrical work on the described property or residence hereby certifla . as a condaton of Issuance of such pertNt that the above described property or residence is owned by ea Appricast thus ere applicant Is not er Wited N lye txaheas of construction or i .0 eahg and such property is not financed fo sale a resale. our or it rams) property foccucaed a to be occupied by tenants, whether exhalent a permanenq. nor ! wID it be generally open to the pubic. k is understood that comMiawe wnn these aaa3hQe5 is a coriftion of the Isarance of an 010C111 021 Permit to 4w applicant lac- I aem to the proNSi" or CRS. Section 12- 23.111 Q) (As amended), and that failure to comply herewith will be grounds for revoceton of the electrical pemtt or any certificate of occWarey hawed with respect to the property or residence described. Applicant Date: Payment of Pitkin County Use Tax USE 1Ax PMW FEE DtlllelE The General Contractor or Owner Budder is required to pay a Use Tax Deposit to Pitkin 1 �i County (.5 %) on the buiding permil at time of issuance. All sub - permits pulled under a $ $ I�GI building peril should be covered by this deposit payment. Stand- alone, permits are required to pay the Use Tax Deposit to Pitkin County (.5 %) at APPROM eYSMrnwts+aa-- O ^1E , time of permit issuance since they are not havered under a building peril �tj�/ W /T Stand -Alone Use Tax Payment: \/— r71 -I5TO-0 a AFp ° Q DEPOSIT- Pitkin County: %0150% valuation. .5 of project 7 Q EXEMPT • Exempt Organization and Number. NOTICE WU MG DEPARTMENT ACCEPTANCE ' For al work done under this permi4 the Wmittev accepa full asponsibday for compliance with the National Electric Code. tee City of Aspen ordinances, and all other county rasoW4om, CRY Ordl- for APPROVED ey 01rfE nanoes, state Laws, whitlreva applies. Pemde aub)ect to revocation or suspension violNien of any laws gowmig carte. An accepted final electrical Inspection Shall be obahed prior to using the electrical "gem. A teal elecl inspection shall be requested within 46 hours after complet- FFAivf ing an eneclrigal meta tbn WE FECEIRf e TOfAI '1 00 \. TJ\ axa:.awE a.wsarwr. eai Isaac PUT WE ) Prin is o a) / WHITE-4 _TAW �E -mail This Form Reset This Fo n 6 1 i n A A. vti n n 0 pWj Lyu V_ `w ,Lc y�v LA_. wv tNr v V / - it -, ,List.rot .2 8:00:45AM Inspection Check List PITKIN COUNTY Inspection Schedule for mitchm Scheduled for March 08, 2012 Permit No: 0009.2012.PELE Type: Notes: 226 FINAL ELECTRICAL Roof Mounted pv solar 970 - 903 -3892 Inspection Line:920.5532 Time: 12.00 Inspection Resul 1 -Accepted_ 2 - Accepted as Noted _ 3 - Rejected 4 - Partial /Not Complete Reinspection Fee $ Comments: /L�- 44No-,; �;, pe) C#A466- ea�- Page: 8 This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. Date Signature of Applicant Print Date I- 9- /;,7-Signature of Inspector Print Address 60 LARKSPUR MOUNTAIN Contractor: SUNSENSE, INC Contact Name: Stephen Owner: Contact # COHEN ERIC B TRUST (970) 963 -1420 Page:8 TABLE OF CONTENTS PAGE TITLE P -01 SITE PLAN P -02 MODULE LAYOUT P -03 ELEVATION DETAIL P -04 ELECTRICAL ONE LINE P -05 FASTENING LAYOUT P -06 STRING MAP ARRAY DETAILS ARRAY TILT ORIENTATION S -01 45 deg 1 185 deg DESCRIPTION: Installation of 3.15 kW Roof Mounted PV Array VICINITY MAP i ti 8901 Woody Creek Road l - r SITE PLAN 1/32" = 1 PROPOSED SOLARARRAY _. solar electric & renewable energy P. D. Box 301 P 970.963.1420 Carbondale, CO 81623 F 970.963.1496 51 CONDUIT RUN (UNDER EAVE) EXISTING RESIDENCE SOLAR CHARGE CONTROLLER AND BALANCE OF SYSTEMS (INTERIOR WALL) Cohen RESIDENCE 3.15 kW Photovoltaic System SITE ADDRESS: 8901 Woody Creek Road Lenado, CO — REVISION: A DATE: 2/2/12 AGE DRAWN BY: IJE P -01 15 EXPC��� I.. Imo. MODULE LAYOUT SCALE: /16" = 1'0" Drawing depicts array that consists of 14 modules. Total area equal to less than 200 square feet. solar electric 8 renewable energy P.O. Box 301 P 970.963.1420 Carbondale, CO 81623 F 970.963.1496 Cohen RESIDENCE 3.15 M Photovoltaic System SITE ADDRESS: 8901 Woody Creek Road Lenado, CO — REVISION: B DATE: 2/2/12 �AGE DRAWN BY: IJE P"02 ELEVATION DETAIL SCALE: 3/8" = 1'0" pi flJ I 1 1) Roof Structure: SIP 2) Roof Material:STANDING SEAM 3) Solar Modules mounted flush to roof using TRA/MAGE roof clamps and DP &W Aluminum Power -Rail racking system. I / I / / HEIGHT FROM PATIO SOLAR PV MODULES solar electric & renewable energy P. . Bax 301 P 970.963.1420 Carbondale, CO 81623 F 970.963.1496 RACKING SYSTEM 221-13 'r Cohen RESIDENCE 3.15 kW Photovoltaic System SITE ADDRESS: 8901 Woody Creek Road Lenado, CO — REVISION: A DATE: 2/2/12 IPAGE1 l DRAWN BY: IJE II P -0311 ELECTRICAL 1 -LINE DIAGRAM CONDUCTORS EXPOSED TO FREE AIR (2) 10 AWG RHW /USE -2 CONDUCTORS (1) a AWG BARE CU GROUND O 1 CONDUCTORS EXPOSED TO FREE AIR (2) 10 AWG RHW /USE -2 CONDUCTORS (1) a AWG BARE CU GROUND 3/4" EMT OR EQUIVALENT (2) 10 AWG THHN/THWN -2 CONDUCTORS (1) BAWG BARE CU GROUND GROUNDING METHOD PV Amy Grounding Megrod PV Module Manulacturer- Acceptable Grouncing MedgE -WEEaf WEEB Lug DATA MONITORING Data MonBOrirso 5"tam: NONE EQUIPMENT SCHEDULE OPV Mnaule Rating a STC W MoluM Manufacturer•Sunpo"r W Module Modal =SPR- 225E -BLK-0 Max Poorer Current (Imp) = 5.55 A Max Power Voltage (Vmp) - 40.5 V Dow Circus Voltage (Voc) =4s V Short Circus Current (I.) - 5 93 A Max Series Fuse (OCPD) = 20 A Max Power (Pmax, STC) •225 W Max System Voltage - 600 V Voc Tamp, Coefficient =-.1325 VIC ( NOTES: 1 All components are listed to applicable UL standards, will be installed and labeled in accordance with the 2011 NEC, and will pass state electrical inspection before being commissioned. A sign will be placed on the meter that reads: "Warning!! Photovoltaic System Connected ". To Battery 0 \\ 1" EMT OR EQUIVALENT (2) 3 AWG THHN/THWN -2 CONDUCTORS O (1) a AWG BARE CU GROUND PV Array information Number of Module. In Sense = Number of Modules In Parallel Rated MPP Cumnt =11.1 A Rale t MPP Voltage = 283 5 V Max System Voltage = 386 1 V Snort Circuit Current =11 66 A Passohms ale Box 7 2 ReadyiNaR =2 OCharge Comroll r Mamu nsr - SGrneldar Mods) a =XantmxXW MPPT 60 600 Max OC Voltage Rating = 800 V Nominal Saltarf Voltage 24 or 46 VDC Max DC Current =100 A solar electric & renewable energy P.O. Box 301 P 970.963.1420 Carbondale, CO 81623 F 970.963.1496 Ospear Dlstribulton Panel XanV Schneider Electric EXISTING COMPONENT 40A Solar Input Smoker .1 ODA Charge Controller Output Breaker Cohen RESIDENCE 3.15 kW Photovoltaic System SITE ADDRESS: 8901 Woody Creek Road Lenado, CO --- REVISION: A DATE: 2/2/12 rAGE P DRAWN BY: IJE ROOF — SURFACE FASTENING LAYOUT SCALE: 3/16" = 1'0" . _s.. 45 , _ _ 8 2' 2' 2' -- - 2' 2' 2' 2' - 2'_ 2' I I 1 1 1 111 111 1 1 1 111111111 1 1 1 1 1 1 11513 1111111' II 1111112 III 1111 (IIIIIIII IIIIIIIIIII I I I( IIIIIIIIII�IIIIIIIIIII 1 13, - � 3,J I I 181 II I12''111I111I11111111I1111II1I I I I 31111111111111111111111111 12s I •_6,J11111111111111111111111 8111111111111111111111111 14'1 2 I EP I I I I I I 1 1 1 1 1 1 1 1 1 1111 1 1 1 1 1 I I 1 1 II111 111 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I T I I I I I 1 1 IIIIIIII 1 1 1 1 1 2) Roof Material: STANDING SEAM 3) Solar Modules mounted flush to roof using TRA/MAGE roof clamps and DP &W Aluminum Power -Rail racking system. STANDING SEAM CLAMP LOCATION solar electric & renewable energy P.O. Box 301 P 970.963.1420 Carbondale, CO 81623 F 970.963.1496 ARRAY PERIMETER Cohen RESIDENCE 3.15 kW Photovoltaic System SITE ADDRESS: 8901 Woody Creek Road Lenado, CO — REVISION: A DATE: 2/2/12 PAGE DRAWN BY: IJE P -05 STRING MAP solar electric & renewable energy P.O. Box 301 P 970.963.1420 Carbondale, CO 81623 F 970.963.1496 Cohen RESIDENCE 3.15 M Photovoltaic System SITE ADDRESS: 8901 Woody Creek Road Lenado, CO — REVISION: A DATE: 2/2/12 IPAGE DRAWN BY: IJE P-06 BENEFITS Highest Efficiency SunPower TM Solar Panels are the most efficient photovoltaic panels on the market today. Attractive Design Unique design combines high efficiency and a sleek, black appearance to blend elegantly with the roof. More Power Our panels produce more power in the some amount of space —up to 50% more than conventional designs and 100% more than thin film solar panels. Reliable and Robust Design Proven materials, tempered front glass, and a sturdy anodized frame allow panel to operate reliably in multiple mounting configurations. SPR -225 E -BLK -D E ' • SERIES The SunPower"' 225 signature black"' solar panel provides a revolutionary combination of high efficiency and attractive, sleek appearance. Utilizing 72 back-contact solar cells and a black backsheet, the SunPower 225 blends elegantly with the roof and delivers a total panel conversion efficiency of 18.1 %. The panel's reduced voltage- temperature coefficient and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt 20% 15% 10% 5% 0% SunPower s High Efficiency Advantoge Thin Film Conventional SunPower SunPower E 18 Series E 19 Series C & us ;I Electrical Data Ms.daSrdodLrodbm Istq m8avd ImOaN /nor, AM IS. edit wvw.] r c Peak Power 1+5/3 %1 P.....,, 225 W Efficiency It 18.1 % Rated Voltage V, pp 40.5 V Rated Current I, pp 5.55 A Open Current voltage Voc 48.0 V 1 Shat Circuit Current le, 5.93 A Majorette System Voltage UL 600 V Temperature Coefficients power Voltage (V,cl -0.38 %/K .132.5mV / K 1 Current (W 3.5mA /K NOCT 2,0 AV C +/ -2° C Series Fuse Rating 1,0 20A j I -V Curve Mechanical Data Sitar Cells 72 SunPawer allback contod monocrystolline Front Glass High tralsmission tempered glass Junction Box IP65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 (mml Output Cables 1000mm length cables / MultiContocl (MC41 connectors Frame Anodized aluminum alloy type 6063 (black) Weight 33.1 lbs. 115.0 kgl I -V Curve Tested Operating Conditions Temperature •40° F to +185° F (d0° C to + 85° Cl Max load 113 psF 550kg /m2 (5400 Pal front — e.g. snow; 50 psf 245kg/m2 (2400 Pal from and back — e.g. wind Impact Resistance Hail 1 in 125 mm) at 52mph 123 m /s) i Warranties and Certifications Warranties 25 year limited power warranty 10 year limited product warranty Certifications Tested to UL 1703. doss C Fire Rating Dimensions 4a ,nit. 7,0 130 60 l000wi0 50'c �zx 147.241 1000w /nr+ 2X 200' I7 a51 5,0 - ''-_ I 4,0 - too" E 2X 30 J 2x Sn [ 1.191 —11 M.70] E 3,0 1 2,0 1,0 tow /r.+ 0,0 0 10 20 30 40 50 60 798 9 — Cumnt /vob p ,hader n , with dmpn d m. inudm. and module bmpe . Tested Operating Conditions Temperature •40° F to +185° F (d0° C to + 85° Cl Max load 113 psF 550kg /m2 (5400 Pal front — e.g. snow; 50 psf 245kg/m2 (2400 Pal from and back — e.g. wind Impact Resistance Hail 1 in 125 mm) at 52mph 123 m /s) i Warranties and Certifications Warranties 25 year limited power warranty 10 year limited product warranty Certifications Tested to UL 1703. doss C Fire Rating Dimensions 4a ,nit. 130 �zx 147.241 IMI 2X 200' I7 a51 121.261 4X I V 0 2X 30 J 2x Sn [ 1.191 —11 M.70] ,_ 8X I..1 ; �� I 0 [ 2.3 1 f 2X IIA 1,131 798 6X 754 131.421 2X '4.2 [29.69 _ 1.171 j 1559 46 I4X 322 2X 915 2X 199.5 161.391 U.sll [12.691 ` 136.021 M51 4X 12 _ 2x 1535 [,471 [60.45', CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Visit xmpowercorp.com for details s sunpowercorp.com »Id.w,y mlo s�oo,.., ,. .,�...a sp.�mranom mdd.dewdadwa. rubMedsry. wuwnm Wma4e0ollp1Y6 W ' / ay. [N D DPW SOLAR IMPREFORME LINE PRODUCTS 4000 -8 Vassar Drive NE Albuquerque, New Mexico 87107 USA Telephone: 800.260.3792 Fax: 505.889.3548 Web Site: www.DPWSolar.com E -mail: info ®power- tab.com 02MQeeemeau � am, h u.sA sLssioe2 11.te1M Power Rail' P8 Solar Mounting System PV module mounting system engineered to reduce installation costs and provide maximum strength for longer span, parallel -to -roof or tilt up mounting applications. The Power Rail P8 top - clamping mounting system is designed with the professional PV solar installer in mind. The high strength top - clamping system features an easy to slide carriage bolt or the revolutionary RADT Fastener for faster bolt placement. The unique shape of the RAD provides an anti - rotation feature, locking the bolt in the proper orientation when installed. The long Features High Strength, Reliable Design • Capable of longer span and cantilevered distances — less roof penetrations • Engineered profile for maximum strength -to- weight ratio • Structural Aluminum construction and corrosion resistant • High Strength stainless steel module clamps and hardware Reduced Installation Time and Costs • Longer spans — less mounting supports • Single Tool Assembly — all 5/16" hardware • PAD Fastener for quicker bolt placements • Top - Clamping design for easier access • Integral Wiring Channel for faster securing of cables • Standard lengths up to 27 feet eliminate costly rail splices • WEEB Integral module grounding option spanning P8 rail reduces the number of roof penetrations and also features an integral wiring channel for securing cables and providing a professional finish. The P8 mounting system features the same field proven mounting supports from the Power Rail family, designed for secure and watertight attachments to any style roof. Flexible Mounting Options • Top or bottom module clamping options • Height adjustable "L" mounting feet ■ Tilt Legs up to 25 degrees • Solid Aluminum Power PostTM stanchions • Easy FeetTm attachment anywhere on metal or composite roof decking ■ PV Flashing hardware Standard Rail Lengths Part #_. . E j PS -84 84" P8 -126 126" P8 -162 162" P8 -204 204" P8 -240 240" P8 -282 282" P8 -324 324" PS Rail — Span and Cantilever Distances (inches) Exposure C Category, please refer to design guidelines and ASCE requirements for more information. SPAN/ SNOW LOAD (PSF) C'VER 0 10 20 30 40 50 60 1 70 80 90 100 90C 96/48 92/46 80/40 72136 66/33 62/31 58/29 52/26 50/25 46/23 44/22 0 100C 88/44 86143 76/38 68/34 64/32 60/30 56/28 52/26 50/25 46/23 44/22 w W -.., 110C 80/40 80140 72/36 66/33 62/31 58/29 54/27 52/26 50/25 46/23 44/22 u) a 120C 74/37 74/37 66/34 64/32 60/30 56/28 52/26 50/25 48124 46123 44/22 z_ - 130C 68134 68134 66/33 60130 56/28 54/27 52/26 48/24 46/23 44122 44/22 140C 64/32 64/32 62/31 58129 54/27 52/26 50/25 46/24 4623 44/22 42/21 1500 60/30 60/30 60/30 56/28 52/26 50/25 48/24 46/23 44/22 42/21 42/21 Exposure C Category, please refer to design guidelines and ASCE requirements for more information. AN& TR.A -MACE ROOF ACCESSORY SYSTEMS CARRIAGE BOLT M8 THRU r Ile +} 718- j--- 1 1/4' RIB TYPES O O i SOLAR MOUNTING SYSTEMS OR SOLAR MODULES THIS PORTION OF CLAMP MUST BE INSTALLED BELOW SEAM HEM �QI NUT MUST BE TIGHTENED NTH TORQUE WRENCH TO M FT LB `Height vanes based on standing seam rib type and height. Clamps are manufactured to specific project conditions and seam profiles. SPECIFICATIONS TECHNICAL Part Number 77000524 -ST Material 3/16' Steel (ASTM A709 GR 36) Allowable Load Qbs) Uplift: 300 -600 (Dependent on the panel clip spacing) Finishes Mill finish steel Zinc plated steel (ASTM B633, Type 11, SC3) Powder coating available (RAL Standard Colors) Companion Parts Cross Connector KP01, 53mm, 8.2mm (74011001) Socket Head Cap Screw M8 x VAR (15100018, 19, 20, 21, 22, 23, 38, 58) Compatible Mounting Rails All TRA -MAGE rails (2245, 40x40, 40x60) as well as other major brands Vilarranty 10 Years (See warranty documentation for conditions) NOTE. Dimensions shovm are in inches unless otherwise noted CTRA- GE. Inc. 2011 TRA- MAGE,INC. 1657 SOUTH 580 EAST, AMERICAN FORK, UT, 84003 PH: (800) 606 -8980 1 sun.tra- mage.com Xantrex"I XW MPPT 80 600 Installation Guide M $chneider� pa. www. sch neider- electric. com Schneider Electric Use Classification: SFR Building Permit: 0032.2008.PRBK Building Address: 60 LARKSPUR MOUNTAIN ROAD WOODY CREEK C081656 Owner of Building: ERIC B COHEN TRUST Owner Address: 11256 HWY 133 CARBONDALE CO 81623 Group: IRC Type of Construction: VB Use Zone: RS -20, PUD Description: Parcel ID 264127200030 Lot 1, Silver Creek Subdivision. 1,741 square foot one -story residence includes one attached 446 square foot heated two-car garage, one bedroom, one full bath, one 3/4 bath, and one kitchen. Sprinklered. One wood - burning fireplace. Comments 8 Restrictions: Hearing Officer Determination 24 -2006. Cohen 1041 Hazard Review recorded at Book 85, Page 25. Amm Final Plat Silver Creek Subdivision recorded at Book 84, Pages 76 and 77. Settlement Agreement recorded at 432561. Nobt )MM This certificate is issued pursuant to the requirements of the 2003 edition, section 110 of the Intemational Residential Code. This certificate is accepted with the understanding that the inspection and inspection report do not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure and its appurtenances. Additionally, neither the inspection nor inspection report are substitutes for any real estate transfer disclosures which may be required by law or a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems Signature of — ng Official Date Note: In all occupancies, except R,'this cartincate must be posted Ina conspicuous place near the main exit on the promises for which It Is Issued. Any alteration or use of these described premises or portion Hereof without the written approval of the Building Official shall negate this CO. and subject it to revocation. rr� n 6 / T 3e ASPEN* PITKIN COMMUNI DEVELOPMENT DEPARTMENT PERMI "? APPLICATION PITKIN CITY OF ASPEN ❑ 7 / o 3�- *eh 130 South Galena 970 / 920 -5526 970 920 -5090 Aspen, CO 81611 970/920-5532 Inspection Line 970 / 920 -5448 Inspection Line PERMIT NO. Applicant to complete numbered spaces only. ermit JOB PDDRESS 1. vot WOOD E- 0A� T CO (_0LtNTI( D LEGAL LOT NO, 2• TRA BLOCK CT OR SUBDMSION (0 ME ATTACHED SHEETI DEBD. DE OWNER. MAILADDRESS ZIP PHONE 11258 NwYI35 C.r�.w1q(� GC�4sItoZ 943.ii11N OW AUTHOFJZED AGENT NAIL ADDRESS PHONE LICENSE NO 4. P MH / MAIAD PHONE UCENSENO CpJTRr1CTOR L 9� .0O3; b'..� S Co S3� MS /t% /GS'Z�OCoIK. RF ARCHRECT OR ENGINEER OF RECORD MAIL ADDRESS PHONE LICENSE NO SN 6' (SEEN 'LINE AtRU-� 1T -r G5 N. H "- 5f• SH t�e 5 4b3. (oG�°i 2o32W $ SS OF WORK /• ❑ADDITION ❑ALTERATION ❑ REPAIR ❑ ENERGY CODE FEE IUSE TAX CENSUS CODE G�I.S. FEF x/.71. Q NEW r '�b � USE OF BUILDING SINGLE FAMILY ❑MULTI- FAMILY 8 . Pu OHECK FEE PEPMIT/F�EEq �J s ZONWG 0 ❑ COMMERCIAURESIDENTIAL El ❑ OTHER 4 ' 5 / / A VALU IpN OF WORK WBBNG 30. FOOTAGE TMgN�F00TAGE 1 ,26 1 Ty PlC my pe wcyon �E Occ upa'^ „" p LW A•w 9. $ Orb 10. 1.5 Q o V �/ /` � L // � C I { 11. Is there food service in this building ❑ YES No fi ` 5TD S.. .gam" J "f to oTr"'� Oco. wed = O m Vzs 12. Is LPG used? ❑ No Np.OF [imRO0AL5 U ®2rvR \l FR SMNbSPMIF. ❑Nd C -5 _ y gRi Nrm' +pkm R :yuirtdP ❑Yrs ❑Na ( \�' 13. Parcel IDk call 920 -5160 Z 6 I Z77-00030 Ew�D lJ ADD ,,/ 14. Description of Work CO/J,57 45 S D NUnit FSTREET PARKING SPATES �� V Ddr.reO Unco-i.red . ' V y n��M /� �S O SPECIALAPPROVALS RmlI tZ aY DATE d 4 Gtnrr C MAC PARK OEgCATIONi (� V r \ PRESUBMITTAL FCCE PLA HFC 0 APCROV F IESUANCE �• Ik PARKS sY 6Y BY E NATURAL SWRCES ('J NOTICE WATER TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENRIARNG ASPEN CONSOL SAN. DIST OR AIR CONDITIONING. OTHER THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 12 MONTHS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PAYMENT OF PITKIN COUNTY USE TAX f v I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ❑ MONTHLY OR QUARTERLY RETURN$ WILL BE SUBMITTED. G SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOV- HEREIN ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED OR TO N DEPOSIT METHOD.5 %OF 25% OF THE PERMIT VALUATION PAID T' NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- AT ISSUANCE A FINAL REPORT ON TOTAL ACTUAL COST MUST STRUCROH OR THE PERFORMANCE OF CONSTRUCTION. IT IS RESPONSIBILITY TO REVIEW THE APPROVED PLAN$ AND ANY OMMENTS THAT ARE E C CONTAINED THEREON BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/ OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY AND SEE THAT THE STRUCTURE AND JECT IS BUILT IN COMPLIANCE WITH ALL APPOCA CODES CO ❑ EXEMPT. EXEMPTORGANIZATION ! ❑ RESALE: STATE & PITKIN COUNTRY RESALE NO. ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN 7 1 1i sla of camucroR _ ID^Tfl l PITKIN COUNTY tS SUBJECT TO THE 5% USE TAX. PR,w NaME PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CON- U TRACTOR'S PROPERTY WHEN USE TAX !S NOT PAID SIGNATURE OF OWNER 0 OWNER WIILDEA) IW1E1 THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE C Energy Code Fee Plan Cheek F Zoning Fee GIS Fee Permit Fee Use Tax Deposit Fee Other Fees -C �/ 25D °° A2- D BFI -- WHITE -FILE COPY CANARY - APPLICANT �a ASPEN ♦ PITKIN COMMUNITY DEVELOPMENT DEPARTMENT PERMIT APPLICATION PITKIN COUNTY! CITY OF ASPEN 11 n 130 South Galena 970 / 920 -5526 �/ 970 / 920 -5090 C General Aspen, CO 81611 970 / 920 -5532 Inspection Line 970 / 920 -5448 Inspection Line PERMIT NO. permit Applicant to complete numbered spaces only. JOB ADDRESS BD r I-Epid. DES IPIION / _ DE 3 NER / / MAIL AD RES3 PHONE �(��y_w C�+�t�¢ ���z3 FN OWNER' AUTHORIZEDA ENT MAIL ADDRESS PHONE UCENGENO 4. Ce < N G��v� MH o -•�� crizi ' COT CTOR w DDR SS PHON LICENSE NOS 5. rthli r 1 �I �Y �fI to - 1* MS 0 RF AR CTORENGINEEJ OF RECORD MAILADDRESS PHONE LICENSE NO SN ? 6 O 'f 2.2— s CLASS OF WORK 7. ❑ NEW ❑ ADDITION ALTERATION ❑ REPAIR ❑ ENERGY ODE FEE A USE TA% CENSUS CODE G.I.S. FEE WA IT USE OF BUILDING 3 FAMILY ❑MULTI - FAMILY PLAN CHECK FEE PE FEE Z ZONING FEE r r 8 • ❑ COMMERCIAURESIDENTIAL ❑ COMMERCIAL ❑ OTHER I ~ Zy D I 2 VALUATION OF WORK EXISTING SQ. FOOTAGE SQUARE FOOTAGE H1 - Tylte of Constmctlon OCoupancy Group Lot Area C 9. $ �Jd O�UU 10. 1 ,:1 l `� b� m � 11. Is there food service in this building ❑ YES 1pr,� /+� • Size of Buildmo (Total Square ) ) No. of Stones ao. Lm o 12. Is LPG used? fd YES ❑ No W, OF BEDROOMS Use Zona F� BMIPNPa Requlretl4 0`0n; Oft 13. Parcel ID# call 920 -5160 Z 000 77 O IXISTING ADDED Alarm system Requiretli ❑vas ❑No 14. Description of Work No. of Zing Unfe OFFSTREET PARKING SPACES Y� ✓� Covered Uncovarea S IAL APPROVALS REOUIRED AUTHORIZED BY W1 o warranty given nor Impl a further H. . ' ft lipirf be i ssued OF approvals ' pa-im i ts • PARK DEDICATION ENVIRO. HEALTH APP I. TI NAOCE ED PL AN G EO APPRO F R ISSUANCE ENGINEERING BY aY BY PARKS &FRESUBM�� NATURAL RESOURCES DA DA pA FIRE MARSHAL NOTICE WATER TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING ASPEN CONSOL SAN. DIRT. OR AIR CONDITIONING. OTHER THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PAYMENT OF PITKIN COUNTY USE TAX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ❑ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOV- ERNING THIS TYPE OF WORK WILL BE COMPILED WITH WHETHER SPECIFIED HEREIN OR ❑ DEPOSIT METH00.5 %OF 25% OF THE PERMIT VALUATION PAID NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. R IS MY RESPONSIBILITY TO WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE CONTAINED THEREON AND SEE THAT THE STRUCTURE AND /OR PROJECT IS BUILT IN COMPUANCE WITH ALL ❑ EXEMPT EXEMPT ORGANIZATION APPLICABLE COO 4 E g O 11 RESALE: STATE & PITKIN COUNTRY RESALE NO. THE DEPOSIT METHOD WILL BE ASSUMED UNLESS OTHERWISE NOTED. sla o (DA El ' ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE .5% USE TAX. PRIM NAME PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID GIGNATURE OF OWNER (IF OWNER BUI PATE) THIS FORM IS A PERMIT ONLY WHEN VALIDATED Energy Code Fee Plan Check Fee Zoning Fee GIS Fee �r D a 0 I.Nt 1 0 . WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Permit Fee Use Tax Deposit Fee Other Fees 1169 ,25 / -c e rg o .. ACCESS DEVELOPMENT PERMIT APPLICATION 130 S Galena Street. - Aspen, CO • 81611 ry� �f 970 -920 -5524 Fax 970 -920 -5439 Perrnit # �I . / =E? 4 � www.asoenoitkin.corn , VALID PERMIT MUST BE KEPT ON SITE AT ALL TIMES Permit valid for one year unless otherwise specified. 1. Address of p to be accessed: 9oi W 2. Legal descrip' of property to be accessed: 4 5 1L.Ve.94 G4LPr.K oT I I , SOM1201VIS160A 3. Owner Name: Contact/Fax Number. Mailing Address: 's s TL-.&J 1 11 CAMM 4. Owners Authorized Agent: Contact/Fax Number. Mailing Adtlress: 5. Contractors Name: Contect/Fax Number. Mailing Address: a 6. or inear on Record: Contact/Fax Number. Mailing Address: gas tv. krk Sr FtNtV 7. I Parcel ID number of opa, to be accessed: 2 y Check hftp: /h~.aspenphkln.coMtlepts/34 or call the Pitkin County 6 • 12 • 0 • Assessors Office at 970 -920 -5160 for the parcel ID number. 8. Property also known as: (Provide a detailed map showing the location at legible scale) 9. Land use approval number(s): 10. Is there exisiting access? 11. For residences, list the number id type dwelling units. �_ w 12. For commercial building, list the number /sq. ft. of building(s). 13. Type of material to be excavated or placed on property: 138. Material will be brought from: 13b. Is the material possibly contaminated? Yes NOX 13c. Excavated material will be taken to: Kept om -so ft 14. Description of work: Total acreage or square footage of disturbance: Max cut depth: Total cubic yards of material moved: Max fill depth: 15. Will the project result in disturbance of 2 1 acre of land? Yes No 15a. If you answered "Yes ", submit a copy of your state Construction Stomsvater Permit or R- Factor waiver. Information on this permit is available at: http:ilwww.cdphe. state. co. usAvq/ PermitsUritistomywater /construction.htmi. 16. Is any portion of the project already complete? y1 ,Q_ If yes, give reason and date(s) of prior construction activity. 17. Will the project disturblresult in removal of any vegetation? Yes X No 17a, If you answered "Yes" submit a revegetation plan, including a plant list with scientific names of species, planting schedule and method of irrigation. The County's Revegetation Guidelines are available at: http: llwww. aspenpitkin .00mldeptsl6Mdeptmain.cfm. 17b. How will you prevent the establishment of noxious weeds at the project? 18. Will the project result in disturbance of any wetlands or riparian areas? Yes No A O V F 18a. If you answered "Yes ", submit a description of your revegetatbNmitigation plan, including a plant list i c names of species, planting schedule and method of irrigation. Also submit a copy of your U.S. Army Corps of Engineers Sec. 4 It��qg�p n with any disturbance of "Jurisdictional waters" of the U.S. Contact the U.S. Army Corps of Engineers in Grand oAJ(!Y/(1 '�,tYlp 199) for information on Sec. 404 permit requirements. rnmmunb elo m 19. Will the project involve work in the Pitkm County Right of Way? Yes No 19a. If you answered - Yes" a County Right of Way Work Perna must be obtained prior to commencing work. Information on this permit is available at: httpJ/www.aspenpitkin.00n or by calling Public Works at 970 - 920 -5390. Access Driveway Permit.xls 7rti' s � 1�• r i . .�s• ti 20. Will the project disturblinvcve work in the 100 -year flood plain? Yes No 20a. If you answered "Yes" a County Floodplain Development Permit must be obtained prior to commencing work. Information on this permit is available at: http:// www. aspenpitkin .wmldepts/12hvater_res.cfm or by calling the Natural Rescourse Specialist at 970 -429- 2033. Having carefully read the requirements, I (Applicant) hereby agree to the terms and conditions described within. This form Is a permit only when validated by County staff. Work started without a permit will be subject to Pitkin County enforcement action and charged double permit is". 21. Signature of Applicant: 21a. Date: 22. Sign s): 22a. Date: T 7��y u ` I OV J FOR STAFF USE ONLY DO NOT WRITE BELOW THIS LINE): 23. Additional Terms and Conditions of Permit (check all that apply): At the time of Issuance of this permit you are required to post $_ as financial security to ensure successful completion of your revegetation plan. These monies will be held for two growing seasons from the date of completion of the project and will only be released at that time it a site visit by Pitkin County Land Management confirms that successful revegetation has been accomplished. Applicant is obligated to contact Pitkin County Land Management (970 - 920 -5214) to schedule the required two -year site visit. The monies will be forfeited If successful revegetation is not confirmed after two growing seasons, or if Applicant fails to timely schedule the required site visit. A Fugitive Dust Control Plan approved by the Environmental Health and Natural Resources Department is required. Other: There is a $500.00 permit flat fee due at submittal of permit application. The following additional fees may be required to be paid prior to Issuance of this permit: County Engineer Referral Fee: Additional Flat Fee for Applications Involving Large Scale Undergrounding of Utilities & Earthmoving Projects: $22225 You will also be invoiced by the Land Manager, Planning Engineer and Natural Resource Specialist for any review and follow up inspection time exceeding 2 hours at a rate of $11 W/hr. Date Permit Permit Flat Fee (due at submittal): Check 8 Application Received: Additional Fees (due at Issuance): Check 0 TOTAL FEE (no refunds): Date Per- t Issued: 23. Staff Comments: A -TAKV6 1. paw co► r e u+J 9 a Pi s r' 1� tJ 11 b 1408 24. Approved 'n C Engineer. 24a. Date: 25. Approved by PitkirTCounty Land Manager: 25a. Date: 26. Appro n County Planni ngineer: 26a. Date: l'J Access Driveway Permitxls P&YZIYJ ASPEN 4 PRKIN COMMU" GIDEVELOPMENT DEPAR R APPLICATION PfTKIN COON >� CITY OF ASPEN ❑ p � 130 South Galena 970 192 6 970 / 920-5090 O Aspen, CO 81611 970 /920 -6632 Inspection Une 9701990-5W Inspection Line PERMIT NO. Permit 1 • $ 9D / h,"a Y Oet a CO 2. LMftvvKwdPnON a 3 . NVLAUDIM Co ff d s AJ 3 AP -SY /� FD ,Q,(fj FN pWralre Wr1E11�AfaNf e1E.ADOMB PH" umKee No MH 4. PNora UDENeENO - �MS 5. /LI o fJSY. CaN/E /) L$ tl/ t/ T -424p RF AFf WTECTORWWNEMOPFW= MALAO "HONE ENO SN 8 f, K4 did rxumr FEE OMUSETAX OOUNW2I + X coos sae. 7. O NEW ADDITION o ALTEWRION 0 REPAIR o N USEOFOULOM CI FAMILY OMULTI -"ILV ^WN /�,, ITT° Z� 0 Yr L S. 0 CONgA 8IDENnA- O COMMERCIAL 0 OTHER olaroEwNN'awlNHearON ACTNLWta wneatHawonvte Time WWm ygdaa+ewwn Omelnv/Oroup �N'^r ii L__ ^ 9.` 100 10. v a 2 JzG 11. Is there Ad service In this buik9rtg 0 YES O No ' 1) AV Nw asew Om t,w m 12. Is LPG used? 0 YES O No p,OP®pppyB u.law Pr. eprd„wyYMf w Elw 13. Penal ION call 920 -5160 E10AEa w ao dNneuta Nur�„ea.,Rq.ner 07u ow 14. Dewdptton of Work LbwM S Mcc- 7 A24Z encWUAPPEOVALS RdOwRt» IHAtE oo3a aooB • Y- AN.,ApTNS POwew, m a FAWDMKMMON H ®Pen. H EAUH P. � nAaN N.HworOnenNRrJ! 1r�aEO+o \ NwpE O,eE /YEUrraL fa9p /IOFB {� U OYeE PaEN MHR - NOTICE w/p0 w SEPARM PeANrfB ARE REQUIRED FOR E9.ECYRICAL- PUNOW, HEA71 M VENTLCM ASPEN OL WL OEM ORAWOONOnIO Na. OIfaR TM pMoBS OMIG NUJ.AND VOID F VARKOR OOHBrMMTIONAUTHOR® is NOT 0Ok M MW WITHIN LE MONM OR F CONSTRUCTION OR WORK IS SU PeDtD OR PAYMi NT Oq MY OF ASPEN AND PtT10N COUNTY USE TAX ANO ABO PMFORAPMWOFIEOOAYsArAwTINAFmRwO RIEOQEN+BIC®. ThEeawd or OrmEr BUIdKYw9H+�d to pD' EUwToc Cep w% boMOkofAgw (R•1 %)ad PIWOWA* 5 %)on ttebAMWPwmket*mol (� 6euwlm. AI ab•pvn+b Pro undere b Adkv pwn* n pEid by tw deposit W � tnmd wW Mould Tat pry UnTm. O ❑ OepmR; CRY of Aepem 21 %of 50 % of W*Ot vekedon (� P*=1OD.000I9ww 1q* pMdn Courdy..5 %of 50% of p *d voMHetbn ` ❑ ENmpt: BWNA wPmtWw pmp" Ban mey bW PNaod on the owners mWor the wntremoes property when ON tDt le nOt POK 0 T\ I F __.. WHrrE -FILE COPY CANARY- APPUCNdT G, ASPEN ♦ PMUN COMMUNITY DEVELOPII NT DEPARTMENT PERMIT APPLN:ATNa' ate,. ' PITKI COUNTY T DN TY OF A4PEN ❑ / ` 7 130 So6th Galena a ' 970 / 920 -5526 970 / 920 -5090 int J 7'-. Aspen, CO 81611 970 / 920 -5532 Inspection Line 970 / 920 -5448 Inspection Line PEWMTT 8 - ❑ CO MMERCIAURESIDII I ❑ COMMERCIAL ❑ OTHER '' YALWTWNDPYACIEt - DOBTBIG SO. FOOTARiE 1 9. g_ �� -1 309% b O 10 .2 1 10 U 11. Is there food service In this building ❑ YES 12. Is LPG Used ❑ YES 4(NO 13. PEUCe1 ID# call 920.5180 14. Description of Work T)e-,A r.I q lkjcl J _ K 1 w ► ; 7$ MI ,us velwi R T »dc.rm.um ND. 0,B[DRDd.6 Wo. Wllwlip lAAe O c . Taco ■u�rnowLLs 2DNM H.P.C. PARKDIS IIDW APgYJVB)R111 b41eA. MW WAIMMIKUS A IN MR" 910g1EeeN0 W PAFM w1E WPTURN.PEBDURL7 RPE MWBIW. A DDITION _ . - �® 8 - ❑ CO MMERCIAURESIDII I ❑ COMMERCIAL ❑ OTHER '' YALWTWNDPYACIEt - DOBTBIG SO. FOOTARiE 1 9. g_ �� -1 309% b O 10 .2 1 10 U 11. Is there food service In this building ❑ YES 12. Is LPG Used ❑ YES 4(NO 13. PEUCe1 ID# call 920.5180 14. Description of Work T)e-,A r.I q lkjcl J _ K 1 w ► ; 7$ MI ,us velwi R T »dc.rm.um ND. 0,B[DRDd.6 Wo. Wllwlip lAAe O c . Taco ■u�rnowLLs 2DNM H.P.C. PARKDIS IIDW APgYJVB)R111 b41eA. 80JR0. HEALTH 910g1EeeN0 W PAFM w1E WPTURN.PEBDURL7 RPE MWBIW. NOTICE SEPARATE PERMITS ARE REWIRED FOR ELECTRICAL PLUMBING, HEATING, V[MILATING OR AE OONDRIONING. THS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORRm IS NOF COAAHAHJCED HVTrHI N 12 MONTHS. OA F CONSTRUCTON OIT WOFOC Is SUSPENDED ORAB.NDOMDS APERIOD OF 1[q DAYSATANYTIME AFTER WORKIS OOMMENO®. I HEREBY CERTIFY THAT I HAVE READ AND E%AMINED THIS APPLICATIONAIND W40W THE SAME TO BE TRUE AND CORRECT ALL PRMRSDNS OF LAMB AND GAbNANOW GOV- �GRANTMIe OF A PI3GI�R DOES�NOT N CAMP ST CANCEL THE PRWBDNS OF ANY F CON SUTE OR LOCI. UWII AEGUTATINBN� REVIEW OR THE H PLAN O AND F (. COMM . COMMENTS THAT ARE B MV CO NTAINE D THEREON ON TO REVIEW THE AP THE STRUCTURE PLANS AND TOR PROJECT I T IS BUILT TT CO NTAINE D %MTH ALL AND SEE THAT THE STRl1CTlIRE AND/OR ECT S 01 UANCE WRIT IMPPLICABLE CODES. sl..aWlroPCaWm.cTOA PAM g �, Rl�nclt4.v PAM NMIE� ee General Permit so co- DE FD FN MH MS RF Std R.oi:.c� ❑Y0.. ❑Wo NwuntlY ❑Yw ❑w F'- WMBI7AP ABPe! CONBOL E MI. DIET. OTOW PAYMENT OF PITKIN COUNTY USE TAX �MO ITHLY,OR QUARTERLY RETURNS Wit BE SUBMITTED ❑ DEPOSD`METHOD.S% OP 25% OF THE FM AT ISSUIDE A FINAL FDW ON TOTAL ACTTJAL COST MIST BE FILED WITH IN 00 DAYS OF SUBSTANTIAL COMPLETION OF WORK AIND / OR ISSUANCE OFTHE CERTIFICATE OF OCCUPANCY. ❑ EKEMPI. DOI ORGANIZATION D RESA STATE i PITKIN COUNTRY REBALEND. ANYONE WHO USES AND /OR CONBUM m B110.DREG MATows AND RITURES IN PrIMC OUNITYISSUBECTTOTIEX%USETAL PROPERTY LIENS MAY BE PLACED ON THE OWplI AND ADR THE CON - TRACTOWS PROPERTY WHEN USE TAX 19 NOT PAD THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE IEI Cods Fee Plan Check Fee ZoMnp Fee GB Fes Perff Fa the Tec Depooft Fee MMr Fees -o Qo p _ WHTTE -FILE COPY CANARY -APPLI -- " _ ASPEN * Pmam ICONIMUNI7Y omLOPNIENT DePAnTme T PEaNI1T APOU10 ON PMN COUNTY 01 CITY OF ASPEN 0 136 South Oelens 970/ 920 -5526 9701920.5080 Aspen, CO 81511 970 / 920.5532_ Inspection Une 970 / 9203446 Inepactkm Une PERMR N pamdt 1. 8801 Woody Creek Road, Woody Crook, Colorado 81656 2. oac. 3. Branden Cohen 11258 Hwy. 133, Carbondale, CO 81623 AMMOOUMACt = I WAN@0*=D I �"WkWa6 4. Rubin Construction 96 Lone Pinon Lane, Silt, CO 81652 970/923 -5712 MH 5. Excel ad Fire Protection 834 21 1/2 Road, 4 d,, Grand Junction, CO 81505 4 970/434 - 803 09 -07 erhe 91 7 . p NEW E3 AMMON 0 ALTpMN 0 p&M 11 Change Order 6. laeordanarn O COMMSIOPM DENTIAL O CAMWRCLAL 0 011'M wMM0F*0W saTh,WW eeb w m w 9. $ 800. 10.2, 100 11. Is there food ssrvice in this Lxwndinp a YM 5N 12. Is LP® used? 0 vE9 9-No 13. Parcel ID# call 9205160 14. Deamon of Work Design and installation of automatic fire sprinkler system for change order "-I"- In Ir OWWOO&F" w � ssavcN®DWrArI .^ 970/618-0039 FID I MOM w %" %"N 0t Ow room AWM**M VWW 0*1 Oft IW MA PWMrraNLY WHEN %OLNl M Pyn Cheek P« Zwft PN a�P« P.rinstM uMtllwop>MLIwI. eW�rlwk e ooae I«R le"" Iwn NOTICE 58%Pqe aea MKA W5000GM. PLUMet+% HEA7M V9MLG'Ma WOW OR t N r BW1AA61ny L k*cw"w oavutfalc OR F RAP 2 00PtID wvaATANrtseFAFrtPaCgltltl _ PLVM81N0 M MIT APPLICATION Z Pitkin County Community Development Department City of Aspen ❑ 970/920.5526 F 130 S. Galena 920/920 -5090 970/920.5532 Inspection Line Aspen, CO. 816111 970/920 -5448 Inspection Line � { o!. 2 a--j� PERMIT NO. JOB ADDRESS: 0 !9O _ ,: OWNERS MARLING ADDRESS ZIP PHONE r / �N N CONTRACTOR MAILING ADDRESS PHO CITY/STATE LICENSE NO 'i USE OF BUILDING CO IAL RESIDENTIAL BUILDING PERMIT NO. do 2 CLASS OF WORK: NEW .8 ADDITION Q ALTERATION 0 REPAIR Q IS THERE A RESTAURANT IN THIS BUILDING? YES O NO TYPE OF FUEL: OIL O NATURAL GAS 0 LPG 0 WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: YES O NO O DESCRIBEWORK: rZp M (i ✓It/Lr r✓ T N. neaw�m `wwUOr m WBRCIMNRToBalkwm :0.00 BaAmb $11.30 $0.00 f0.00 2- s f 1.30 $0.00 SPECIAL CONDITIONS: Kitchm Sb&&Dbp. $11.30 $0.00 M $0.00 Apph B1' D Plena Checked. BY Do, w mu: O� Ber, Lwfity N* $0.00 CI` s0 $0.00 NOTICE THIS PE BECOMES NULL AND VOID IF WORK OR CONSTRUCf10N AU- RMIT F S1°k $71.30 $0.00 M $11.30 LOO THORIZED IS NOT COMMENCED WITHIK IN DAYS, OR N CONSTRUCTION OR WORK M SUSPENDED OR ABANDONED FOR A PERIOD Of IN DAYS AT ANY TIME AFTER WORK IS COMMENCED. TED SANCrAMON BSUEDT PRO - ER WITSINTNB ASPEN CON80LmAT ®SANTATION DISTRUST PROP- ERTY OWNER IS RESPONSIBLE FOR ADDITIONAL SEWER USEFEES. WPyRyyr MIBTUea 7f14.�C $ 0.00 1 HEREBY CERTIFY THAT I HAVE BRAD AND EXAMINED TIES APPICATION AND KNOW THE SAME TO SE TRUE AND CORRECT. ALL PROVISIONS OF LAWS A IOLA CANCeLTFRIPROVI• 7 MO TP OTHISTTTe o ED NOT. THWYRPipiq 0 E GeL Pygp:t OuBa $0.00 ATmg B 5 50 i $0.00 0" $0.00 Plm Renexi C ROTA AGENT AT8 pie fMS $0.00 PRINTNAME Pm utS —1 5 1-1 ATE OF OWNER OFOWNER /BUILDER) DATE SIONNI SUBTOTALS $0.00 SELCCTTION OF METHOD FOR PAYMENT OF USE TAX UMTMS O MONTNLY OR QUARTERLY RETURNS WH.L BE SUBMITTED TOTAL DUES O DEPORT METHOD: M OF 1% OF THE MATMAI S VALUATION FAD NOW AT MRUANCK BNAL RR20RT ON TOTAL ACTUAL MATSIRAIJ COST MUST BR RnaaW M "YS A COMPLETION OFWORIL GSlRRAL cONSIf ACTOSS CHOOSING THIS METHOD MURT REFORT AND RSSDT TAX FOR ALL SUBCON'1'RACTORS TERM NOT OBTAIN TiE OWN PERMIT. MATER S VAUlT10N: O SXSMPO STATTl FITINiCT BFRAI2 N0. \y EXP,bWV ORGANISAT[ON: ;;;; -_Y PeIVR VnIMWen Vi of l%UeeTn ]•lumbmy /Mechnn:c:d Perm^ a bcinl no¢d nn them LL V] iMr I C A r MECI arc nn IM1e ERMI ed ARE I f n cM1nnne order /remn.al auhc npphr enh eaprnnc ALT. 1'LI�MDIN AtF.f,11AN1('AI. 1'Ti11M11'S ARE 11 '1 VIP IOI{KI1'1' 2� \_ 3 i nrg a ,'n - 3 z c`Qn .3 n�3 �n m9 K nE uB MECHANICAL PERMIT APPLICATION ASPEN* PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 4 PITKIN COUNTY ❑ CITY OF ASPEN ❑ 130 S. Galena 970/920 -5526 970/920-5090 Aspen. CO 81611 970 / 920 -5532 Inspection Una 970 / 920 -5449 Inspection Line P ERMIT N JOB ADDRESS E v ( w oevy 7 OWNER �� MAIL ADDRESS ZIP PHONE C) OWNER'S REPRESENTATIVE MAIL ADDRESS PHONE LICENSE NO. e MECHANICAL CONTRACTOR MAIL ADDRESS z5 'YLIM s• PHONE LICENSE NO. n uc F USE OF BUILDING GENERAL CONTRACTOR BUILDING PERMIT 4Fz A J �JST © 2- 008 C Q CLASS OF WORK: Q NEW ❑ ADDITION ❑ ALTERATION Q REPAIR Is there a restaurant in this building? Yes ❑ No n WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: ❑ Yes, will require a plan review. 4 Q No Does this building require HPC review? Yes ❑ No ❑ DESCRIBE WORK: �.. Type of Fuel: ON Q Nob" Gas ❑ LPG PERMIT FEES No. rAm at EWAm mt Fee ` rG y C N Faced Alr SysternrGravkY Sriterns-B.T.U. Wd, SwperMed or Urdt Heaters v ^,L Arf $ Dryer vent Appllence Vea ReMg., Coo ft. AtImptbn Unit ADDITIONAL MECHANICAL PERM MAV BE REOUI Repair, Alteration a Addition to Exiting Systen Rollers nndudee veal B.T.U. 3 40 AFUE% SPEC CONDITIONS: Mr Handling Unit- C.F. . Evaporative Coolers Ventilation Fan Rarge Hood APPLICA ACCE HPC: PLANS CHECKED: APPROVED FOR ISSUANCE: Gas'plpkW Gas Log a APPS other v2 tj a err BY w DOI c.r Plan Review $ NOTICE RIM" Fes $ Permit S , THISPERMRBECOMES NULLANDVOIDIFWORKORCONSIRUCTIONAUTHORIZED 6 NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. SUBTOTAL $ Use Tax S TOTAL FEE $ I HEREBYCERTIFYTHAT I HAVE READAND EXMIINEDTHISAPPLICATWNAND KNOWTHE PAYMENT OF PITKIN COUNTY USE TAX WE MONTHLY OR QUARTERLY RETURNS WILL BE 8l1BMTITED. ❑ DEPOSIT METHOD. 0A %OF 25% OF THE PERMIT LABOR AND MATERIALS VALUATION PAID AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST SAMETOBETRUEAND .ALLPROVISgN80FlAW8PNDOROINAN(SOOVEf7!- INSTMSTYPEOFWORK eECOMPUED SPECIFIEDHER THE O E A NOT M LL AUIYIORITY 70 TINO CON- P rta KX CON ON. BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WOTK AND/OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. VALUATION FT RE OF CONnWCrGR AGENT PAM ❑ EXEMPT: STATE 8 PITKIN COUNTY RESALE NO EXEMPT ORGANIZATION PRINT NAME ANYONE WHD USES AND/OR CONEUNES BUILDING MATERIALS AND FD(TURES IN PRgN COUNTY B SUBJECT TO THE 0.5% USE TAIL PROPERTY DENS MAY BE PLACED ON THE OWNER'S ANDOR THE CONTRAC PROPERY WHEN USE TM IS NOT PAID. SIONATUREa OWNER (IF OWNER BUILDER) PATE) Permk Validation 0.5 %Use TaXL Deposit Validation �Plumbing/Mechenical Pennk is being isaled on the Ibndttlon that NI kerns requested ere on the approved plarre. Arty devlatbn shell require a change order/ l removal at the applicant's expense. ALL PLUMBING AND MECHANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE. IF THE EQUIPMENT ELEVATIONS LS BEING INSTALLED ON AN HISTORIC PROPERTY OR WRHIN AN HISTORIC DESTRUCT, YOU MUST SUBMIT PLANS AND /OR INDICATING THE LOCATION OF THE EQUIPMENT, AS WELL AS THE EXACT DIMENSIONS OF THE UNIT BEING INSTALLED. C n 1 s � W N ♦if COPIES: WHITE RUE COPY YELLOW — APPLICANT R"as'°T Mere HIM Colmly UMU ORM • � `AnON 4 Co © ty kq mmt Depet4Dmt city f As 970/9 � 20.5526 130 & Ga1 920/920 590 970/920.5532 Inspection Line Aspen. CO. $1611 ,-p�..s�31 9 5448 Iwpeoeion Line 0 ba l O. rn9 c� PERMIT NO . •• r e • LYA M1,111, F r e' 1 1 e' Mrh •C Uhl\ P' tr. a • deu♦ e, Y I • t � . r. � J' ! � 5' 1' Y •• 11 I I NOTICE l 1 TMf PbIKfRROBIMNULA VOWNWORKORC0IKROCDOMAU. nw®ulvprn•oIAO�'InM 13110NPIb, 1I1l Afla WORILb Blloa VORICb •1i1 ORA 10ORK OPIr GA AT wt1Y OOMOM Ie®. Al0•IMrI® TIMAPPMMMOM UWATIIRE OP oMe®c " IN rWwwd KPIRRRce WUr To W.Ab TV 3rwd CMWrbt Blildb it laquM b PlY RUrTa bPnilb PY�iR Cnlmtl't.fx) m OIhIIMhIE PmR t Woe Kbbrr. AR r►p.411p1•dr4r P P+BdnBP� rRwldh de.ba! M RdedAOitPlErbl EW�IPRr PrlYb bonglWrn P9 •. Ur Tr OPPORa bE7Eb1 Cmsy (� p ors dP♦d ores wsee They w m1 oE.bd rds • blB•y Pb� Br UrTa P, D�'06R- M1RIl CbrO..f%dlMi KpojrA rllhl.b♦ 0 C%611QT - ¢wp Qsriuim lId NerRc W Z m a O r W. p $ 88 PWph1eE /MNhenbsl Perrh w helhl hmsd on Me en.didm 1hn .l luau «gw.ed 9 m The e0 r"W 01.4- Aey devl..ee ehWl "p;w e M..ee eNU /nMh 4 $i 1he n pherls ev0.oee. ALL PLVMBINC AND MECHANICAL. PERMITO ARE REQUIRED TO BE ON l'MC IOReITP kq 4YPRLU LM $0.00 II::Ii�Miar 8000 ' DwWVr Pass $0.00 "VAWM �' $0.00 A �r� 8000 . $...0 •T� �: $0.00 F+ Ai MrYB1(fMuFM WN�..Kw N RRif !�s io.W V-Bbd-hkn $0.00 K woe Mass $0.00 Maa $0.00 $0.00 Mass $0.o0 rh.Rpte.s b.wws 5211.75 P.rhs e Ir vv. AL$ U.T"s - TWALCURS Z m a O r W. p $ 88 PWph1eE /MNhenbsl Perrh w helhl hmsd on Me en.didm 1hn .l luau «gw.ed 9 m The e0 r"W 01.4- Aey devl..ee ehWl "p;w e M..ee eNU /nMh 4 $i 1he n pherls ev0.oee. ALL PLVMBINC AND MECHANICAL. PERMITO ARE REQUIRED TO BE ON l'MC IOReITP kq Oct. 8. 2008 1 : 1 3PM R & A ENTERPRISES No. 2659 P. 1 ELECTRICAL PERMIT APPLICATION 3 0 n PrMN Cpu=E] COMIVLJNfTY DEV�LOPMerr DrzPARTIVEIVT CITY OF ASPEN 9701920 6628 1 s0 South GeNne 970 / 920.6090 970 /920.11682 Inspection Line Aspen, CO 01611 9701020-MO Inspa tin � (p] 4 . 2� PERMIT NO. .we ADDRESS 0 AND arreEn 8901 Woody Creek Road Q� PHONE B Cohen wserwoALtxarMOm eAae+enoortses a hpNE coua U0.. rises 5317 County Rd. 154 SuRe gol. Glenwood s . CO §1601 RAM6110 3e 82 P®IMR a OCCUPANM MOW MR 2,008.TR l/ MLi07111CA1. VAL"MON IsOLMM POOTAa9 25,000 1500 USE OF BUILDING COMMERCIAL 0 R�IDENIIAL CLASS OF WORK RION OAI.TERATION EINBN NSTRUCnON SERVICE E30THER DESCRIBE WORK INDEMLm AOortaw, ALTOWCOWesdDeE , NasatAN111LGrmOFletwDE OF 0"OL th Electrical rots h and trim. OWWWAPKXANR Tae tsatw.tgAed appllomt to p•r nW paaarre deSStsd were on the dem pope b or ei wm hwaby Cwdl- e a OMANIOn d Issuance or SSdr • dvd tM above dmalbsd propwy w Ipldwee M OYead byde appdam: tlet the EOEIM.m li nw wq.e•d in el.lMgYMf.. d owswgllon a nnedelMa and such popargr Is not itsaded fw sia w raW., nor ts h asmil popery (oowwied or b be 000uplad by lassats, evader treniera w pamwalq, roar w%d be gerwaly OP.a to the PAft h e urtdere — tla COMPRI ea with MSS OPAVOK Is • wndluon d de IEarance Olin decries ties PWA to the sppsesm per Kant to de provisions of CAL section 1244-1110) In wounded), and dal fiin to oanpy herewith VIII he gmwrda for es+a,tion of the NsckW permit or any cerefae of oaawar" heed with respect to de popery or residence desolbod. Applims: Diller Payment of PMldn County Use Tax The General Contractor or Owner Builder is required to pay E Use Tax Deposit to PMdn County (.511) on the building permit at time of issuance. AM sub•pwmbs pulled under a building permit should be covered by this deposit payment. Standalone permits are required to pay the Use Tax Depose to Pekin County (.5 %) at time of pwmlt Issuance since they are not covered under a building permh Standaone Use Tax Payment: DEPOSIT • �a� Pekin County:.5% of 50% of project valuation. EXEMPT • Exempt Organization and Number: VK IAX Pmrr m _ _lgp Kn � AAFACYIII) BY ME MAPA AL 01dd .. Arrwv®ev MPC DAVE NOTICE For at weds done under this mml% to pwmhlSS accepts AA reepwaibip for compliance wM iM NwfelW l9ewrie Coda. tits CityctAeprto ,acdYedwDOUny eeoitrlore. Ely qdE rn awees. see Whklevw apples. Far"A MAO N evocation Or empenslon br vklMdn Of haw e I Atiwl IbYI ileE d esled E Nqu� be obbsred� to Left tiD>" Ort T � $ eesee n ACGW N M 114E AM VALeatdN < DACE IPTe )p pCllJ TtrtsL `W x Z M C Sri z 1 d� ELECTRICAL PERMIT APPLICATION. 3 PITKIN COUNTY©. COMMLNITY OEVEI—OPMEENT OEPARTMENT CITY OF ASPEN 9701920 -5526 130 South Galena 970 / 92D -5090 970 / 920 -5532 Inspection Line Aspen, CO 81611 970J 920 -5448 Irlspecti nit Ca I S L. —2.=. tL Lqr ' PERMIT NO. Cr >r dancx&) CO ° "�3cand e� tntaua 1 - t aa ,a O 0 3 nau� mn. uc.r C Ul c 0 OCCUPANCY GROUP /�I.WTION SQUARE FOOTAGE MMERCIAL Q RESIDENTIAL USE OF BUILDING MMERCIAL Q RESIDENTIAL CLASS OF WORK DDRION []ALTERATION EW NSTRUCTION SERVICE ©OTHER DESCRIBE WORK IN DETAIL mR ADwtaNa AtTOaTldus. NaIDATe 1vPS, msoomAND tACAnON DF $OL"m of cmwm' OWNBI/APPUCANE TM uAdenuenad aPPDDant to pwowelp parlors da mi we* m the deawibad property or nWdamw henebY condos., as a wndiAlat of Isnunoe at such pemyt. that are above described properly or ra kfurc e Is owned by per applbwa: Owt Na apperwm is nit engaged in der tKIShm Of construction ar au dealt: and such properly M rot Intended for aft or 11w0b, nor M it to" pncparty *WA)W or to be ocapMd by tenants, whether tranwam ar parmawng, nor VA It be generally open to the pubic It M UndenAOW Net sort PUt with flwea aaeraanoa is e condition of the leaumos of m elWWM' Perna, to aw appdwom pur- suerd b roe pm*j" of C. Fla. Section 12 -23-111 (2) (ae a n ndedd, and NM feass to omwly herewith wad be grounds for wunwdm of the electrical Perna or any owtd ode, of oacupa cy issued with respem b the pop" or rNWanw Appl icant: vicle Lib 08 i Payment of Pitldn County Us Tot The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Pi§dn County (.5 %) on the building permit at time of issuance. AN sub-permits pulled under a building permit should be covered by this deposit payment. Standalone permits are required to pay the Use Tax Deposit to Pitlln County (.5 %) at time of permit Issuance since they are not covered under a building permit. 124 tend -Alone Use Tax Payment: CEPOSIT- Pitkin Counry:.5 %o150%of project valuation. E%EMPT - Exempt Organization and Number: tesux Plaaar FEE C� oouetE /S i $ $ D APPROVED BY MAE NAasHAI °"� APPFK*MWHPC DM NOTICE for mptance with For N work done under, pemst, roe Wmfte so=" NI moponWNyry w der National Elewio me O3-' of Aspon twfirereas. and sit crew worry rWClnwn4 cxyardi- nercaa, stab laws, lvh applss. Permit subded m tawatlon mauapwwbn for MoMtm of any Iowa Oovertig AA awapbd Met aMCtrMU htepecllon OW W oMalwd lidbr to treg nln AB hours aft comp*- tM ereotr(oel system. I ereGtriral insPwclxxt alias W rWuested within w te anaxtM1ea�aloV II V eutowmovAmtanlT AeevrANCe MWOOVEDaV DIaE PERM VALaMTON DAM fie m1Al 1po l $ Zo acwwwoeA.n+ewrt oerz m wwrawe W X O Z M Z C r InsPCList.rpt 4/1612W 8:36:22AM Inspection Check List COUNTY OF PITKIN Inspection Line:820.5532 Pape: 1 Inspection Schedule for tomp Scheduled for April 16, 2010 Permit# 0032.2008.PRBK Type: 133 FINAL BUILDING INSPECTION Notes: Reinspect final. Time: 12:00 Bedrooms Full Bath 3/4 Baths 1/2 Baths Kitchen AL;L;tSSUKY UNIT:Living Kitchen Bath Bedroom Other: Fireplace: Maker. Gas Appliance:Maker: Gas Log: Comments: aym(� /ONS /y,'af/ 1 -Accepted > Reinspection Fee $ 2 - Accepted as Noted _ 3 - Rejected 4 - Partial /Not Complete _A{// ✓, // O Add Contact Name: Rick Contact 60 LARKSPUR MOUNTAIN Contractor: RUBIN CONSTRUCTION Owner: COHEN ERIC B TRUST Page: 1 InsoCList.rpt 4f+WM0 8:27:17AM 2 Permi 0032.2008.PRBK Type: 133 FINAL BUILDING INSPECTION Notes: 923 5712 UN Gas Inspection Check List COUNTY OF PITKIN Scheduled for April 13, Maker: Time: 12:00 Pape: 3 Comments: 1 - Accepted 2 - Accepted as Noted _ 3 - Rejected X— 4 - Partial /Not Complete Reinspection Fee $ s im en- o2. Av c g,.v ITLN ►2scOv i ►� fin- 6 �4*S - pme /f�� (ZWLMT ' i5 Nrr PiOCILN, "D - oc F e, pS - bt2�lpn- PmONtfir'i tU 0- le>kC144PO"n +ar26 • i.a C "Jt-.T r2�SQvl fLOfj C GI`d3l 13 /4p! A c 6 00Wh ta/STpLlA Fcox— Nvc>?`*% If, IA+J , 0 *,-A, Full 13410 Inspection Line:920 -5532 60 LARKSPUR MOUNTAIN Contractor: RUBIN CONSTRUCTION Owner: COHEN ERIC B TRUST Page: 3 ItFsp&Ist.rpt Inspection Check List Pape: 4 4/13%2010 8:27:17AM COUNTY OF PITKIN Inspection LIne:920 -5532 Inspection Schedule for brianpa Scheduled for April 13, 2010 PermI 0034.2010.PMEC Type: 428 FINAL MECHANICAL Notes: Time: 12:00 Comments: 1 - Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection 17ee $ 4 - Partial /Not Complete 60 LARKSPUR MOUNTAIN Contractor: MOUNTAIN RANGE HEATING AND A/C Owner: COHEN ERIC B TRUST Page: 4 loan, L ..rpt 3; 1/2010 8:25:33AM Penni 0274.2008.PELE Type: 226 Comments: Inspection Check List COUNTY OF PITKIN Inspection Line:920 -5532 Page: 4 Scheduled for March 31, FINAL ELECTRICAL Notes: No cell service at the job. Call site if you need to call Formerly 8901 Woody Creek Rd Time: 12:00 1 -Accepted X . 2 - Accepted as Noted _ 3 - Rejected 4 - Partial /Not Complete Reinspection Fee $ 30 i If o Address Contact Name: Jared Contact - 60 LARKSPUR MOUNTAIN Contractor: R & A ENTERPRISES Owner: COHEN ERIC B TRUST Page: 4 InsaCList.rpt 3ipt=1fa 8:25:33AM Notes: formerly 8901 woody creek rd 9631420 Inspection Llne:920 -5532 Page: 3 Inspection Schedule for tomp Scheduled for March 31, 2010 Permit# 0181.2009.PELE Type: 226 FINAL ELECTRICAL Comments: Inspection Check List COUNTY OF PITKIN u 1 - Accepted /! 2 - Accepted as Noted Reinspection F e $ 3 - Reected 3 3r io Time: 12:00 4 - Partial/Not Complete Add ress on c Name: Jess Contact 60 LARKSPUR MOUNTAIN Contractar: SUNSENSE, INC Owner: COHEN ERIC B TRUST Page: 3 e t.rpt Inspection Check List Page: 1 10 8:10:29AM COUNTY OF PITKIN Inspection LIne:920 -5532 Inspection Schedule for catherin Scheduled for April 02, 2010 Permi 0032.2008.PRBK Type: 502 PLANNING ENGINEER INSPECTION Notes: formerly 8901 Woody Creek address sl N t51 L Actc4�— Time: 12:00 Comments: 1 - Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ i40 L^-) lbl i s ` ko CIV NIe, I JI1G 4 - Partial /Not Complete L'�-s P m"L-' 4- - - v-e� 'fo pl �y>° Fvt2 0_ Cluj . G�k5 C � �lPrv►'h -e �IV(� %l� a ress Contact Name: Tom Contac 60 LARKSPUR MOUNTAIN Contractor: RUBIN CONSTRUCTION Owner: COHEN ERIC B TRUST Page: 1 z '�spL, t.rpt Inspection Check List Page: 2 41212010 8:10:29AM COUNTY OF PITKIN Inspection LIne:920 -5532 Inspection Schedule for joannas Scheduled for April 02, 2010 Permit# Nn 0032.2008.PRBK "Il r m 3 Type: 501 ZONING INSPECTION 11 � Time: 12:00 Notes: formerly 8901 Woody Creek address Comments: 1 - Accepted 2 - Accepted as Noted _ 3 - Rejected 4 - Partial /Not Complete Reinspection ee $ o ' d PnA � C am 60 LARKSPUR MOUNTAIN Contractor: RUBIN CONSTRUCTION G1E aos - 7 I?, Owner: COHEN ERIC B TRUST Page: 2 InsR-CLlst.rpt Inspection Check List Page: 5 7!2812008 8:25:57AM COUNTY OF PITKIN Inspection Llne:920.5448 Inspection Schedule for brianpa Scheduled for July 28, 2008 Permit# 0032.2008.PRBK Type: 120 INSPECT FOOTINGS Notes: Time: 12:00 Comments: IN 1-A 2 pled - Accepted as Noted _ 3 - Rejected 4 - Partial /Not Complete ReinspecUon ee $ 8901 WOODY CREEK RD Contractor: RUBIN CONSTRUCTION Owner: COHEN Page: 5 _ UdOGList.rpt Inspection Check List Page: 3 8/812008 8:25:40AM COUNTY OF PITKIN Inspection Llne:920 -5532 Inspection Schedule for brianpa Scheduled for August 06, 2008 Permit# 0032.2008.PRBK Type: 124 INSPECT WALL Time: 12:00 Notes: Woody Creek above Lenado, Pour is Thursday AM Comments: 1 - Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection ee $ V A,W - 1( , 0. (", m\j 8901 WOODY CREEK RD Contractor: RUBIN CONSTRUCTION 4 - Partial/Not Complete .F 0 I9 Owner: COHEN Page: 3 Fi e [!!JpcLiet.rPt Inspection Check List Page: 1 8/27/2008 8:41:21AM COUNTY OF PITKIN Inspection Llne:920.5532 Inspection Sch ule for brianpa Scheduled for August 27, 2008 Permit# 0101.2008.PPLM Type: 320 INSPECT PLUMBING - UND9ftGROUND Time: 12:00 Notes: Comments: 1 -Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection Fie $ / 1 0\ -1 , ( lle--P 4 - Partial/Not Complete Address Contact Name: Patrick Contact 8901 WOODY CREEK RD Contractor: SOLAR FLAIR THERMAL SYSTEMS Owner: COHEN Page: 1 �sPCL t.rpt Inspection Check List Pape: 2 8727/2 8:41:21AM COUNTY OF PITKIN Inspection Line:820 -5532 Inspection Schedule for brianpa Pennitq Scheduled for August 27, 2008 0101.2008.PPLM Type: 321 INSPECT ROUGH PLUMBING - WASTE & VENT Time: 12:00 Notes: Comments: 1 -Accepted) 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ Za tied 4 - Partial /Not Complete C�-- 4e--� rums Contact Name: Patrick Contact 8901 WOODY CREEK RD Contractor: SOLAR FLAIR THERMAL SYSTEMS Owner: COHEN Page: 2 InspCLisLrpt Inspectio8 Check List Page: 5 , 41312008 8:62:22AM COUNTY OF PITKIN Inspection Llne:920-5532 Inspection Schedule for brianpa Scheduled for September 03, 2008 Permit# 0032.2008.PRBK Type: 127 INSPECT STRUCTURAL SLABS Time: 12:00 Notes: 10:00 AM Pour Comments: 1 -Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspectio ee $ �Mt�e, 3/d 9 8901 WOODY CREEK RD Contractor: RUBIN CONSTRUCTION 4 - Partial /Not Complete I Z_ /ov 0" /0 Owner: f lllj_ � COHEN Page: 5 Ins0,CList.mt Inspection Check List Page: 4 ` "2b08 8:62:22AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa Scheduled for September 03, 2008 Permit# 4k, 0032.2008.PRBK Type: 923 INSPECT PIERS Time: 12:00 Notes: 10:00 AM Pour Comments: 1 -Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection ee $ V 8901 WOODY CREEK RD Contractor: RUBIN CONSTRUCTION Owner: COHEN 4 - Partial /Not Complete Page: 4 r -Ing Fetil6trpt Inspection Check List Page: 20 9/ 08 M40:25AM COUNTY OF PITKIN Inspection Llne:920 -5532 Inspection Schedule for brianpa Scheduled for September 04, 2008 Permit# 0199.2008.PMEC Type: 528 INSPECT IN -FLOOR HEAT Time: 12:00 Notes: Asked for "a mechanical inspection" / /Pour at 3:00 PM. Comments: 3 /da 1 -Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection e $ 914-16 8' 8901 WOODY CREEK RD L/ Contractor: SOLAR FLAIR THERMAL SYSTEMS Owner: 4 - Partial /Not Complete COHEN Page: 20 IRsI)CList.rot Inspection Check List Page: 13 OZOM 8:07:38AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for tomp Scheduled for June 24, 2009 Permit# 0274.2008.PELE Type: 222 INSPECT ROUGH ELECTRICAL Notes: House is at the very end of woody creek road through Lenado. The Drive way is the first left past the bridge at the end of the road. Comments: 1 - Accepted 2 - Accepted as Noted ! 3 - Rejected Reinspection Fee $_ Time: 12:00 4 - Partial /Not Complete 8901 WOODY CREEK RD JOB --A 9 r R & A ENTERPRISES � �� Owner: COHEN Page: 13 �pF•l 17 InspCList.mt 704909 8:38:37AM Inspection Check List COUNTY OF PITKIN Inspection Line:920 -5532 Page: 10 Inspection Schedule for brianpa Scheduled for July 07, 2009 Permit# 0101.2008.PPLM Type: 322 Comments: INSPECT PLUMBING -WATER PIPE Notes: Time: 12:00 e 1 - Accepted _ Reinspection Fee 2 - Accepted as Noted _ 3 - Rejected 4 - Partial/Not Complete " �y Y � Add ress Contact Name: Patrick Contact 8901 WOODY CREEK RD Contractor: SOLAR FLAIR THERMAL SYSTEMS Owner: COHEN Page: 10 Ap . 9P trot t171Zt) 8:38:37AM Inspection Check List COUNTY OF PITKIN Inspection Llne:920 -5532 Pape: 11 Inspection Schedule for brianpa Scheduled for July 07, 2009 Permit# 0101.2008.PPLM Type: 323 INSPECT PLUMBING - GAS PIPE Time: 12:00 Notes: Comments: 1 - Accepted # 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ 107 4 - PartiaVNot Complete Add Contact Name: Patrick Contact 8901 WOODY CREEK RD Contractor. SOLAR FLAIR THERMAL SYSTEMS Owner: COHEN Page: 11 ist� 8:38 Permit# 0101.2008.PPLM Type: 321 Inspection Check List COUNTY OF PITKIN Notes: Inspection Llne:920.5532 Page: 9 Scheduled for July 07, INSPECT ROUGH PLUMBING -WASTE & VENT Time: 12:00 Comments: 1 - Accepted 2 - Accepted as Noted -Z 3 - Rejected 4 - Partial /Not Complete Reinspection Fee $ 7 Q7 Address Contact Name: Patrick Contact 8901 WOODY CREEK RD Contractor: SOLAR FLAIR THERMAL SYSTEMS Owner: COHEN Page: 9 InsPCList.rPt '7=1009 8:12:49AM Inspection Check List COUNTY OF PITKIN Inspection Line:920 -5532 Page: 6 Inspection Schedule for brianpa Scheduled for July 28, 2009 Permit# 0032.2008.PRBK Type: 128 INSPECT ROUGH FRAMING Notes: Time: 12:00 Comments: 2 - Accepted as Noted _ 3 - Rejected _ 71; /0 I 4 - Partial/Not Complete Add Contact Name: K ICK Contac 8901 WOODY CREEK RD Contractor: RUBIN CONSTRUCTION Owner: COHEN Page: 6 1 - Acce t P InspCList.rpt IIM112009 8:22:45AM Inspection Check List COUNTY OF PITKIN Inspection Line:920 -5532 Page: 5 140" inspection scneaule for onanpa Scheduled for August 11, 2009 Permit!# 0032.2008.PRBK Type: 523 INSPECT INSULATION Time: 12:00 Plot, ��� ° °tes: Reinspection Fee $ Comments: 1 - Accepted 2 - Accepted as Noted Z�3 - Rejected 4 - Partial /Not Complete a* el Add ress Contact Name: lom Contact 8901 WOODY CREEK RD Contractor: RUBIN CONSTRUCTION Owner: COHEN Page: 5 lnspCLlet.rat 812012009 8:21:34AM Inspection Check List COUNTY OF PITKIN Inspection Line:920 -6632 Page: 1 Inspection Schedule for brianpa Scheduled for August 20, 2009 Permit# 0032.2008.PRBK Type: 130 INSPECT DRYWALL Comments: 1 -Accepted X 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ Time: 12:00 4 - Partial/Not Complete ,f Rl�q rase Contact ame: MICK Contact 8901 WOODY CREEK RD Contractor: RUBIN CONSTRUCTION Owner: COHEN Page: 1 b'd 6£0S026 :01 t L26 -0L6 N3N0113d :W0dJ bUV :80 6002 -T2 -MIi Anse lst.rpt * 919/2009 9:37:40AM Permit# 0199.2008.PMEC Type: 528 Notes: Comments: Inspection Check List COUNTY OF PITKIN Inspection Line:920 -5532 Page: 1 for September 09, INSPECT IN -FLOOR HEAT Time: 12:00 1 - Accepted 2 - Accepted as Noted X 3 - Rejected 4 - Partial /Not Complete Reinspection Fee $ 4 Add ress Contact Name: PatnCK ontact 8901 WOODY CREEK RD Contractor: SOLAR FLAIR THERMAL SYSTEMS Owner: COHEN Page: 1 Zoning Record Building Permit # Address: Planning Area Parcel ID# Zone District: 0032.2008.prbk 60 Larkspur Mountain Road Woody Creek 2641- 272-00 -030 RS -20 Approvals: Site Plan recorded at BK 85 PG 25 Silver Creek Subdivision Plat recorded at BK 84 PG 76 and 77 Hearing Officer Determination 24 -2006 Settlement Agreement 'f32 56 1 Impact Fees: Road Impact Fee: $0 (previous residence) Affordable Housing Impact Fee: $0 ( <5,750sf) Building Height: 100'= Floor Area: Settlement Agreement limits residence to 1,500 sf plus 500 sf garage Proposed: 1500 residence 500 garage Landscaping: No landscape plan required per planner, Mike Kraemer. Other: Final Zoning Inspection made on April 5, 2010. Garage does not appear to be a "garage ". Larkspur needs a road sign. Wildfire mitigation approved by wildfire expert, Eric Pettersen. 9/13/10 letter in file. Certificate of Occupancy signed off by Zoning staff on 9/23/10. Form No. GWS -25 APPLICAN OFFICE OF THE STATE ENGINEER 0 0 3 2 2 0 0 8 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 ' (303) 666 -3581 BRANDEN COHEN 11258 HIGHWAY 133 CARBONDALE, CO 81623- 1095 WELL PERMIT NUMBER 252761 A_ DIV. 5 WD 38 DES. BASIN MD Lot: 1 Block: Filing: Subdiv: SILVER CREEK APPROVED WELL LOCATION PITKIN COUNTY NW 1/4 NE 1/4 Section 27 Township 9 S Range 84 W Sixth P.M. DISTANCES FROM SECTION LINES Tr1•219R• r7MW i7r1E 1[- a raT 2340 Ft. from East Section Line (970) 618 -0039 UTM COORDINATES (Meters.Zone:13.NAD83) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402 -2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37- 92-602(3)(c) for the relocation of an existing well, permit no. 252761 -A (deepened existing well March 2, 2005). The old well must be plugged in accordance with Rule 16 of the Water Well Construction Rules within ninety (90) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was plugged. 4) Approved as the only well on a residential site of 6.47 acre(s) described as that portion of the NW 1/4 of the NE 1/4, Sec. 27, Twp. 9 South, Rng. 84 West, 6th P.M., (aka lot 1, Silver Creek Subdivision), Pitkin County, more particularly described on the attached exhibit A. Further identified as 8901 Woody Creek Road, Lenado, CO 81656. 5) The use of ground water from this well is limited to ordinary household purposes inside one single family dwelling. The ground water shall not be used for irrigation or other purposes. 6) The pumping rate of this well shall not exceed 15 GPM. 7) The return flow from the use of this well must be through an individual waste water disposal system of the non - evaporative type where the water is returned to the same stream system in which the well Is located. 8) This well shall be constructed not more than 200 teat from the location specified on this permit. NOTICE: This permit has been approved for the location as noted above. Footage distance from the North section line was amended identifying the proposed replacement location being 190 feet North of the existing well. The amended footage for the relocation being: 70 feat NOT 250 feet from the North section line as originally submitted. You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of Issuance, pursuant to the State Administrative Procedures Act. (See Section 24.4104 through 106, C.R.S.) NOTE: Permit no. 252761 (Issued September 5, 2003, censtmaed September 11, 2003 to a depth of 125 feet), - permit - no. - 252761,A (issued January 15, 2004, to deepen an existing well, deepened January 21, 2004 to a depth of 277 feet), and permit no. 252761 -A (Issued January 12, 2005, to deepen an existing well, deepened March 2, 2005 to a depth of 400 feet) were previously issued for this lot. NOTE: Parcel Identification Number (PIN): 49- 2641 - 272. 00-030 7ti NOTE: Assessor Tax Schedule Number. R016981 O ��/ yl 2 0D 6 Pitkin County MAY 07 2008 Community Development APPROVED DMW e f A • Stale Engineer f By ROCKY MOUNTAIN ECOLOGICAL SERVICES, INC. NEPA• •WILDLIFE••VEGETATION••WILDFIRE MITIGATION - WETLANDS - PLANNING September 13, 2010 Ginger Janssen Basalt Mountain Gardens PO Box 1506 Basalt, CO 81621 RE: Cohen Property- Wildfire Hazard Review Dear Ms. Janssen Please submit this letter to Pitkin County. I visited the Cohen property at 60 Larkspur Mountain Road in Pitkin County on September 9, 2010 with Ms. Ginger Janssen, the owner's representative. Ms. Janssen requested a wildfire hazard review in response to requests from Pitkin County Community Development staff due to the ongoing landscaping around the single family residence on the property. The proposed building envelope site is considered "Moderate Hazard ", due to relatively level topography, but continuous brushy fuels around the site. Immediately to the east of the building site, the bench slopes up to a dense brush - covered. While the site is considered Moderate Hazard, much of the vegetation around the homesite is comprised of mature aspen stands with grass & forb understories. The home itself has non - combustible stone and metal siding around the base, and a non - combustible roof. Therefore, the following Mitigations are recommended for any new construction: I. Defensible Space Re- planting of vegetation must adhere to the following: 2. Brush, debris and non - ornamental vegetation shall be removed within a minimum ten foot (10') perimeter around all structures. At this time this appears to have been achieved by Basalt Mountain Gardens. No additional conifers beyond the three that are currently installed shall be planted within 20' of the cabin. At this time this appears to have been achieved by Basalt Mountain Gardens. 3. Within 30 feet of the homesite, thin shrubby vegetation back to 60% of existing canopy cover. The exact pattern of thinned shrubs can be done in an aesthetically pleasing manner, as PO BOX 833 • GLENWOOD SPRINGS • COLORADO • 81602 PHONE /FAX: (970) 945 -9558 • CELL: (970) 309 -4454 EMAIL: F.PETTERSONQRMFS- INC.COM • WWW.RMES- INC.COM rahen Residence !Lild ire Ho and Review 911312010 determined by a landscape architect, etc. The spacing between clumps of brush and vegetation up to the thirty (30) foot perimeter shall be a minimum of two (2) times the height of the fuel. Maximum diameter of the clumps shall be equal to the height of the fuel. All measurements shall be from the edges of the crowns of the fuel. At this time this appears to have been achieved by Basalt Mountain Gardens. 4. All branches from trees and brush within the thirty (30) foot perimeter shall be pruned to a height of ten (10) feet above the ground with removal of ladder fuels from around trees and brush. At this time this appears to have been achieved by Basalt Mountain Gardens. 5. Within 50 feet of the homesite, thin shrubs to approximately 80% of current canopy cover, following the standards listed in items #3. 6. Remaining shrubby clumps should be separated, and not form a continuous line or profile of fuels around the homesite. No shrubs or clumps of shrubby vegetation should be left within 20' of the homesite, aside from no more than 3 "clumps', which should be limbed and kept well maintained with no ladder fuels. 7. Understory vegetation around the homesite should be kept to less than 6" within 30' of the structure, aside from irrigated forbs and grasses and remaining clumps of shrubby native vegetation. At this time this appears to have been achieved by Basalt Mountain Gardens. 8. Remove dead and down woody debris and prune dead branches from shrubs up to 6 feet within 100 feet of the homesite. 9. Installed or native landscaping within 20' of the house should not contain any brushy species- only grasses or (orbs are allowed. Flammable mulches (wood chips) are not allowed within 2' of the house. Aspen trees are allowed near the house, as long as they are not within 10' of the structure, and are kept limbed to 10' (unless the trees are less than 10' tall). At this time this appears to have been achieved by Basalt Mountain Gardens. 10. All branches that extend over the roof eaves shall be trimmed and all branches within fifteen (15) feet of chimneys shall be removed. At this time this appears to have been achieved by Basalt Mountain Gardens. 11. The property owner shall be responsible for the continued maintenance of the above listed vegetation requirements. H. Access 1. Thin back shrubby vegetation along the access road to 10% of existing canopy cover within 10 feet of either side of the road. At this time this appears to have been achieved by Basalt Mountain Gardens. 2. During drought periods, understory grasses and ROCKY MOUNTAIN ECOLOGICAL. SERVICES, INC Caber Residence- WaLIdfire H and Review 911312010 forbs should be trimmed back within 15' of the access road to reduce accumulation of ladder fuels and dead woody debris. III. Water Supply for Fire Safety 1. When access to a public or private pressurized water system is not available or if it is necessary to augment fire protection water systems, private ponds may be used if approved by the Community Development Department and the local fire district. 2. Any fire department recommendation for individual structure water supply and storage shall be accessible to fire department vehicles from the exterior of the structure through a fire department approved mechanism (such as a fire hydrant). The amount of storage capacity shall be determined by the fire protection district with a minimum of one thousand (1,000) gallon storage capacity per structure. IV. Maintenance and Miscellaneous Requirements a. Roofs and gutters shall be kept clear of debris. b. Yards shall be kept clear of all litter, slash and flammable debris. c. All flammable materials shall be stored on a parallel contour a minimum of fifteen (15) feet away from any structure. d. Weeds and grasses within the ten (10) foot perimeter shall be maintained to a height of not more than six (6) inches. e. Firewood /wood piles shall be stacked on a parallel contour a minimum of fifteen (15) feet away from the structure. f. Swimming pools and ponds shall be accessible by the local fire district. g. Fences shall be kept clear of brush and debris. In. Wood fences shall not connect to other structures. i. Fuel tanks shall be installed underground within an approved container. Propane tanks shall be buried, if possible, or installed according to NFPA 58 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any aboveground tank. Any wood enclosure around the tank shall be constructed with materials approved for two (2) hour fire - resistive construction on the exterior side of the walls. k. Each structure shall have a minimum of one ten (10) pound ABC fire extinguisher. I. Addresses shall be clearly marked with two (2) inch non- combustible letters and shall be visible at the primary point of access from the public or common access road and installed on a non - combustible surface. ROCKY MOUNTAIN ECOLOGICAL SERVICES, INC Co hen Residence- IFWR " Hazemd Review 91131201 The standards stated in 7 -20 -60 Wildfire Hazards, has been slightly modified for the conditions at this property. Thank you for this opportunity to comment on this property, and please feel free to email if you have any questions. Sincerely, Eric Petterson Rocky Mountain Ecological Services, Inc. ROCKY MOUNTAIN ECOLOGICAL. SERVICES, INC DETERMINATION OF THE HEARING OFFICER OF THE COMMUNITY DEVELOPMENT DEPARTMENT OF pMGN COUNTY, COLORADO, APPROVING TEE COHEN 1041 HAZARD REVIEW Determination No. q2006 RECITALS 1. Cohen ("Applicant'] has applied to the Pitkin County Hearing Officer C`Hearing Officeel for 1041 Hazard Review to establish a building envelope to redevelop a single family residence and accessory structures. 2. The parcel is located 8901 Woody Creek Road, PIA# 2641 - 272 -00 -030 (legal description Attachment A) 3. The parcel contains approximately 6.5 acres and is non- conforming in size as it is in the RS -20 PUD zone district. 4. The parcel was legally created by a District Court Stipulation Case No. 93 CV 2043. 5. The Hearing Officer considered this application at a duly noticed public hearing on May 16, 2006 at which time evidence and testimony were presented with respect to this application. 6. The Hearing Officer fords that proposed building and development envelopes do not encroach on slopes in excess of 30% and adhere to the 20' streamside setback from Woody and Silver Creeks. 7. The Hearing Officer further finds that the parcel is mapped within a moderate wildfire hazard area however standards can be implemented to mitigate the hazard. The parcel is mapped within a wildlife habitat area and that the proposed development will have minor impacts on wildlife. NOW THEREFORE BE IT RESOLVED by the Pitkin County Community Development Hearing Officer that he does hereby approve the Cohen 1041 Hazard Review, subject to the following conditions, which shall run with the land and be binding on all successors in interest. 1. Prior to submission of any earthmoving, access, or building permit applications, the Applicant shall submit a 1041 Hazard Review Site Plan to the Community Development Department for approval and recording. The mylar copy of the site plan must be signed by the owners prior to submittal for recording. The 1041 Hazard Review Site Plan shall adhere to all conditions outlined in section 5- 70-040 of the Land Use Code for proper 1041 site plan submittal. 2. Upon submittal for a building permit, the Applicant shall submit legal proof of when the structures in the conservation easement were built. If proof is not provided that the structures are legal, the Applicant will be required to remove the structures in the conservation easement. 3. It was evident upon the site visit that aesthetic spillways were constructed in Silver Creek near the confluence of Woody Creek. The Land Use Code is explicit that no development shall occur in a stream pursuant section 3- 80-080(G)(9). Any fixture work or development done in Silver or Woody Creeks or their floodplains is prohibited without Army Corps of Engineering and Pitkin County approval. 4. Prior to issuance of a building permit application for the residence, the Applicant shall: I lllin 11 � Page 46z8 a 02 :38r JANICE K VOS CRInILL PITKIN COUNTY CO R 0.00 V 0.00 Hearing Officer Determination No.QVI-2006 Page 2 A. Complete a frreplace/woodstove registration form with the Community Development Department, if necessary. B. Obtain a County access/driveway/turnaround permit acceptable to the Aspen Fire District and County Engineer to upgrade the driveway. X Submit a drainage and erosion control plan for review and approval by the County Engineer. (D;) Submit a detailed landscape pla if applicable. x Submit a construchon management plan for review and approval by the County Engineer showing the locations of staging, material storage and employee and construction trufiic parking. F. Pay the applicable road and employee housing impact fees. 5. Prior to submission of a building permit application, Applicant shall apply to the Board of Adjustment for any variances requited. Approval of this Determination does not insure approval of any required variances. X 6. Prior to commencement of any earthmoving or construction activity, the Applicant shall stake the comers of the building and development envelopes and install construction fencing around the perimeter of the envelopes. The fencing shall remain in place until a Certificate of Occupancy is issued for the residence. 7. The Applicant shall comply with the following landscaping and w ildfire defensible space mitiga standards: A. Within 15 fed of all structmes, only hardseape surfaces, low growing perennials, flowerbeds, cut grass and deciduous, well- trimmed and irrigation plants shall be installed Woody vegetation shall not be planted within this area. B. Beyond 15 and up to 35 feet (or to the property line), maintain natural and/or irrigated grass at less than 6 inches and thin existing trees and brush into individual or clusters. Limbs shall be pruned to one half the height of the tree or 10 feet, whichever is less. C. Clusters of bushes or shrubs shall be separated from each other and from those outside of the perimeters noted above by a distance of 2% times the height of the mature vegetation. The diameter of a cluster shall be limited to 2'f, times the height of the mature vegetation. D. All branches that extend over the roof eaves shall be trimmed and all branches within 15 fed of the chimneys shall be removed 1" All thinned brush and shrubs must be painted with Crandon or an equivalent herbicide to prevent aggressive re-sprouting. F. The Applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. O. All deadfall within 100 fed of the structure shall be removed. 8. The Applicant shall comply with the following additional wildfire mitigation measures: A Ro a shall be constructed with a Class A roof covering on a Class A roof assembly as defined in y t>>Elrrtemational Building Code (IBC) Section 1505.2. Wood shake/shingle roof coverings are prohibited. Roofs with less than a 3:12 pitch are not permitted unless they comply with the following: 1) All roof coverings shall be noncombustible materials or materials listed as Class A roof coverings and installed on a Class A roof assembly. 2) All roof coverings shall have a surface that shall facilitate the natural process of clearing the root i 1 I1111�11111 InA1111 NII�INIII11�111� NIA 524681 e2:aec p 2 Hearing officer Determination No.Q- 1006 Page 3 3) All roof designs shall facilitate the natural process of clearing roof debris. Protrusions above the roofline, such as parapets, shall be prohibited 4) Roofs shall be installed as required by the adopted building code and shall have a minimum slope of 1:48. the Fire 5) All roof designs, coverings, or equivalent assemblies shall be specifically approved by Marshal prior to submittal of a building permit application. 6) Vents shall be screened with corrosive resistant wire mesh with mesh 'A inch maximum. B. Roofs and gutters shall be kept clear of debris. C. yards shall be kept clear of all litter, slash, and flammable debris. D. All flammable materials and firewoodhvood piles shall be stored on a parallel contour a minimum of 15 feet away from any structure. E Weeds and grasses within a 10 foot perimeter of all structures shall be maintained to a height of not more than 6 inches. F. Swimming pools or ponds shall be accessible to Fire Department vehicles. G. Fences shall be kept clear of brush and debris. H. Wood fences shall not connect to the structure. 1. Fuel tanks shall be installed underground with an approved container. J. Propane tanks shall b installed according to NFF A 48 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any above -ground tank. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire - resistive construction on the exterior side of the walls. IC. Each structure shall have a minimum of one 10 pound approved ABC fire extinguisher placed in a visible and accessible location. I, Addresses shall be clearly marked with 2 inch non - combustible letters and shall be visible and installed on a non - combustible post. /N& New utility lines shall be buried within the driveway. I A 10,000 gallon fire suppression water tank with a hydrant shall be contained on site accessible ( to the Fire Department. O. The residence shall have a sprinkler system that meets standards of the Aspen Fire District. 9. The Applicant shall comply with the following measures to mitigate impacts to wildlife: A. Native vegetation shall be maintained outside of the building envelope; specifically riparian habitat along Silver and Woody Creeks. B. Install and use beer proof trash containers, as required by the County Code. C. Bird feeders, including h ummin gbird feeders, should be hung away from any deck or window, be least 101rom the ground, and suspended between 2 trees or posts. Any seal feeders should include a seed catchment pan to catch discarded seed; D. Avoid fruit- bearing trees and shrubs in any landscaping. E. if horses are kept, all hay should be fenced with 8' mesh game proof fencing in order to minimize game damage problems. Any horse grains, cookies, pellets, should be kept in bear resistant containers. �d 10. No development, including grading, excavation, fill placement, driveway, turnaround, berms, landscaping, vegetation removal or disturbance, entry or ranch gates shall occur outside of the approved building and development envelopes, with the exception of access and utilities, measures to comply with the wildfire mitigation required herein. II 1 �'0�taltl{' 0 t0tpMtt�tta�0,7 1 &51a �e0 2:38� ,.,1�` T�(tN CWNTY CO R 0.00 Hearing Queer Determination NooW, -2006 Page 4 11. Areas disturbed by construction shall be mvegetated to limit water consumption and additional runoff within one growing season after completion of construction 12. Failure to comply with these conditions of approval may result in revocation of this permit or any subsequent permits related to this property or vested rights associated with this property. 13. The Applicant shall adhere to all material representations made in the current or prior applications or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 14. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 4-140 and C.R.S., § 24-68 -105. The statutory vested rights granted herein shall expire on May 16th, 2009. NOTICE OF PUBLIC HEARIN PUBLISHED IN TIRE ASPEN TIMES WEEKLY on the 16th day of April 2006. APPROVED AND ADOPTED this 16" day of May, 2006. PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTY RIGHTS in the Aspen Times Weekly on the day of .T rn / , 2006. � .f6 , Tn vi APPROVED AS TO FORM: John Ely, County PO49-06; PIDO&J- 272-00 430 COMMUNITY DEVELOPMENT DEPARTMENT DARING OFFICER OF PTTKIN COUNTY, COLORADO B James R True, Hearing Officer •• p 1". kelme III�III�IIII111MIJ 24681 z.asc FROM:BRANDEN COFEN 1970963>§i14 TO:9630265 P.1/1 00322008 Regarding Branden Cohen's property: 8901 Woody Creek Rd., Lenado, CO In Pitkin County. The 125 square foot Sauna building, next to Woody Creek, in the conserva- tion easement, on Brendan Cohen's property, was in place and built by Jack Hoge before the legal agreement of 1999 between Hoge and Pitkin County. After purchasing the property, Branden Cohen refurbished the building but did not change the location, foot print or size. Daniel Delano and or Fr Petere Received Time Apr.23• 9:19PM Date: ylzz /o g Date: A , z7 , w p7 2000 Community Development Pitkin County Appendix C: Proof Of Ownership, Legal Description of Site, Legal Settlement Creating Parcel Parcel ID# 264127200030 t\ 7 r CY tt� pow s<zeez 2 sz:tszP SIWIN VMS VITM CaaHIT Co R 11.08 O W7.00 SNOW ALL BY ME= MMSF2dfS, lbot t Sack Ebp add& Jack P. Hogs vibow a kbm is F.O. Box 322, Wombr Creek CD 91656. Cbadyof gda aed State o f Cdmaft rMum - X for ft cmideatim of mDollsss ( OAD) md- - -- other plod and vahoble considemommUmodpa4 heaeby aft) eodeoway(s) to R J ED om r::wrr� B. cdwkwhise ko address is P.O. Bps 488, Pbrarvli&6 CD 81430, in the Cody of Sma bFip d and Slave of Colombo C`Gnn w"x the following real p us—ry simemd inft Corny of Min and State of Cobod% to wit: See F -%bft A adaehed hem0a andumbapuh meofbythisre8 - - alwlmombyl landmmbaas8901W000Cn *Po4TgaWa,CO81656 with an its RVAUUMM S*Ced thi dhfg of Nwambm 2002. FUl. 71 .. r STATEOFCOLORADO ) as. Comogof ) � . MktfowgftinammentwasadmovAWpdbefow=Nff day of Nmember _, 2MZ by Jack HW akk JwkP. Hoge. .V: 08 o r t f/, Na 99L avv. +9LRMWADY AND SAMDUD (lgel.rr) Parcel IN '264127200030 : 474911 REC FJV;r 11/15ize i u:5V ar�vu pnvrc PITCrN COLWY a A HA c e7.ee JN 113 EXHIBIT W ,. LEGAL DESCMPTION See- L p� PARCEL I A pence d lead bang coffPja9d d Wnarat S'wey No. 6788 Mw Alpine Low, "be Lade, to Boaz Lode, the Brooklet Lode, and a part d t Brookside Lode), bap deacdhed Sa toAoMrs Considerk►g the North fine Ow 10-1T) o f the Ai Me Lode to bear N69'" and at bewinp card hafeitr to be remiFre thereto; Beykwft st comer nod the Brookside Lode; tlreace NSV- SM434.98 feetabrg fans 20-19 MS 6783 the Brookside lade, theme N1lt1°605M W&W teetto the iniltmotion wflh Im 16-17 at tto Brookside Lode; Ow S'89°38WE 393.33 feed aW4 line 18-17 of" Brookside Lode talkie kderaectiotwM #e callilldine of Saver Creek thsnea'aorp t centedins d Sher Creek t sfolor ft ten f101 comes and d istances: 1. N04'Ot'k5'W 48.021sat 2. N90 44.75 feet 3. NWjSMW782bteet 4. N97 W'W1728fsd 5 id14°6M8'E 23.88met 6.. WV47%1 W 20 89 feet i. N05'tMW 4&Wfsed 8.• N28'SSCkt W l &401661 9. N31'SS wE 40.18 teat % No4 38 82 feet to to k4stsscis vAh in 14-13 d the Btcmd Lade M.S. 8783 ttdmw SM'9g00'E 263.73fedio eomw No. 13 of the Brooitket Lode; tlrarrce 8 '19'5'f'09'W 6001101ed dwq tires 13-16 and 17-20 of the amokbt Lode and Brociskte Lode to the Poled Of Bspttadrg. PARCEL 6 A parcel d bM in Seelfat 27, OVOSW 9 Sotdh, RWrge 84 West d the ilhPA deacaed as fo&hm BepkainD at Comer 13 dote Brooket Lode �D Ciebn WS. 678; ' thence S 19'St' W along fina•13 -16 300.00led b Comer 18 of saki BeooltNt Laft thence S 19 W alonii ®ne 17 20 of the iooksids Lade a*ft CWm WS. 6783) 300.00 teat to Comer 20 d sold Brookside Lade; thence N 89 W W abnp lkae 2od9 d saki Broototide Lode 2.9E feet io a pokd on fkre 3.4 of the Sterd ibe West Lode' dliig Ownt WS. 168607; #m"S 18 W aimV fkte 3-k 0tuo Slay of the west Lode 76.57 kwtto a point oa fine 14-15 at tie kast Chmm Lade K*ftClam W.S-67W; brooms S 6,5°40' E stoop Ins 14-16 d said Last am= Lode 162.12testio Corner 28 a the tsmofdn lode khmal C9am tlrorae ON 7EW W 703M led to Corner 13 Of tae Brooklet Lode CM.S:SM. 6111 point of` h 191 j 9 PARCEL kil A portion of the Star of the Weal Lode MWM C2airn W-& LWroral SfsvW MD. IN" foe� is the Woody Creek g8nkg District, Section 27, Tovemtdp 9 Soulk Rwga 84 Wast of the 8th PAL dealstb a as tal i m ate poled on line 34 at said Star ctfts West Lode from wtich Kmiec 20 of fhb Brookside Lode WS. 6783) bears S 89'96`2.91; thence S 19°49' W aotg.wM lirw 3.4 75:57 feet thence N 664V W along be 14-15 of ftTad Cltanos Lode W.S. 5768) 90438 feet to Comer 14 of sad Last Chance Lode; thence N.65.40' W aonp tine 21-22 of On River Low M.& 6750 2Ct1.92 feet la a point on Wve 19,28 of to &0da ids Lode CIM 6783; thence S 69'35' E WMV lne 18-Md sad Brookside Lode 1102.93 feet b tpe PCh* f beaitaig. Together with sad including all of Grantor's rights in and to the eat conveyed to Grantor under that certain Easemmt Agreement recorded May 6, 1999 as Reception Bo. 430742. Parcel ID# 264127200030 r)MmCT COURT, -PYT JN COUNTY, COLORADO Case No. 93 CH 204-3 your .iis��a L71JI i�! ► s• 1 a [ wg Ro) a 1^ Plate V . JACK HOGS, and aff unlmown pcmm my boucst iu or oe lac p mpcdg that is the subject Matta of this action, BOARD OF COUNTY COMt.11SMONERS OF PrMIN COUNTY, COLORADO, ..� .. - ,. 2 ByOwderdawd Much 20,1997,thepmti s0*=d ataaStipalaWn for semlement of this action, based upontbc makdonof caI is lames specified iha m I II 1 2w M TTLg Wt a d Parcel ID# 264127200030 DISTRICT COURT, PITKIN COUNTY, COLORADO Case No. 93 CV 204-3 391 a LEM&NT AGREEMENT AND SWULATION 3. On Match 27,1997, the Board of County Commissions were given notice pursuant to CRS. § 30.29- 10l(10)(c)(II), for the purpose of detatmbdng if the settlement proposed by the parties is intended to evade the Comity s subdivision regulations. 4. By Order data! May 12,1997. the Board was joined in this action for the purpose specified above. 5. The parties have reached the agtoementa embodied in this Stipulation, pursuant to witich the Board finds that, subject to full compliance with the setme specified hembs, teem is to intcttto evade Pitldn Comity subdivision regulations by thtproposed dispositiiatt ofihe property tb tt is the sabjeet of this action, and that the regaa of C.R.S. § 30 29 101(IOxe)(11) are satisfied. Baste thereon the Phdntiff and the Defmdont sate into ibis Stipulation for tba diamlud of ell claims subject to the t®s of this Agreement. NOW, TEmUORB, in consideration of the mutual prnmiaa contahmd bards, the parties agree as follows: I . The real property, alegal descipaon of which is atacl>ed hereto as Batn'brt A. then be divided into two r parcels in accordance with the survey aemohed bseto AS Faffihh B. Parod One wall consist of 435 aces sod Pared Two shall consist of 4729 area as shown, on F.tddbit B. I��� so 2 of 0 R a." 0 !.N N 8.0 FrnczN cow" Co -2 - Parcel ID# . 264127200030 5� D ISTRICT PM COUNTY COLORAD Ca se 0. ' FY Ili • I <. 1] 1 Y.Yi :. .:3'l':.4 -!: G � ��: !:: .f a. of Golden hale Rem, Inc-, abngtbt bisUic driveway alignment, #or due bewfit of Hoge, his Jack Hoge shalt quitclaim to E4w w Lode, I=,. my and 95 iasetrs be saay have is and to Parcel Two. Hoge shell grant to Alpine Lode, Inc., a perpetual noo- e�cizmve easement for access and udh ies across Paced One fur fm of Paced Two. is a location to be mumaily agreed to by the patiespdwtoftisswafabmldingpmdtfArP aaeefTwm Svehapecawntsball not be ®reasonably widi cld 4. Alpme I n&, lwc and JadcHW ewriewad and W=iaR teFappoaeaslr application each may maim wdhtbeWaterCocattaa* odicxftdwadgbttomevmwfardaaeesi andmigation purposes only fiam Woody Cowie and/or Silver Cam, is tie amounts and for the purposes reasonably necessary fir such uses. Alpgse Ink h m sawaliaLmaysochappbcatimit Maiges shall H rt .. a �1u.4 I <u r-.t -.urr ir! 9 ,r . •N t.,- I As anallowedusq, the Board S dwuffiAes maybe c m®dedto Pared One and dwthe Owner 4 CADMCFACOLOOMETMEOMMU30 -3- 43255 2w M-210 SEMEM own.6mr 3 of is R a.w B •.$a a a•aa Plum aumff CD Parcel ID# 26412720003,0 lot • t'�T a t, t • • \I - �•\ liY. nl l X511! �t'.iC9 ,..� Y wLr f:. IOIL'I 1 wla wl 4 1 .raSwl } 1 11 I \ •'-1 u ,r. as . _�:; 1.1 - I f n � a • :1 1. rv: / 1 \ 1 . � 1 Ylr: I w•r; :r -a ws .:.In• �ua.v t.}i =. +n +.a.: w 1 Ylri 1 :'1,1 ff" r- a 1 6. ThcBowdapmstbatl?atalTwr► may bci w oatca a reaedmcx not to c=cd 3,000 xpms feet in size and a garage not to cxcced 500 square fed in size. No additional floor area whafsoever sba+ti be pem imed. Swh 3 k q O O 4 m wjy readeaee shall be permitted, O=pt from the CoOWS Cv vvth Management Qwta System, but any additional developmentsbefibesabedtDt =ComaWsCsov # Qoof SYS$= ogrrCmCML TIM single -fm* =ddene permitted by this S*da ion sboll be subject to the County's 1041 regulations as to the location of do baeldmg envelope =dotberrmsoambk cm iiflow pursuant to the 1041 ragdatimL 7. The parties agree due access to Parcel TWo mcludiulg underground utilities shall be along the existing ddvevwyand gawas PuaodOw_ n&cat>mysbmRn*boalsfigated for a ofthc Couzdy Rbadto flee davmW, W ftBowd agrees dmAlp w Lode and Hoge may msimamaxd unprovethe CawW Road as necessary topmrtideyar- MMducesata Parcels One andTwo, subject to raffle and improremmR std which may be . • 11 4325K Ob/WI M MUP GEM MW Zfpn SIM 4 of 15 E OM 0 a.ee N $. ea P"M COLWY CO Parcel ID# 264127200030 DISTRICT COURT, PT[KIN COUNTY, COLORADO Cast No. 93 CV 204-3 SEPI ITMENT AGREM"W AND MVISLATION B. Tln pwtks shell prepare and record a vAxEvWm pled to be apprwad by the Hoard and recorded In the records of Piddn County, bourporating the terms of this Stipulation, at the solo wq mse of Alpine Lode, Inc. 9. This Stipulation shall dilly sad* the Interest of die Bond ofCounW Como>a mnm is this acdm. 10. This Stipulation alias supersede and replace the rums of the bUreh 20, 1997. Stipulation, to the mum= inconsistent herewith. 11. ThisStipul ationshall fuliy resolve all alai mstharthePlaind$aodtheDd have agaimt one another, including all claims in this action, as wall as all odw claims which they may presently have agaimt am another, whether immu or tuda n. Each party shall hear ds own oom and fees. 12. This StIpuladcon shall be submitted to the Cow for approval in this action and shall be boorpormind In The Cotnt'sdee=m. TbisStipalatiam shall beofmfma and etFact null approved by the Court Upon approval, no relief may be sought by my party which is incousieomt wlththe um ofIlds Stiputsdoa. 13: The pardas.agrm to cooperate in the exmatim of any and all doeoments necessary to offeeumte this stipulation. 14. TLisStipulatioais binding Uf maod shall inaaro the bmeftat the heims , ameigns and personal representatives of thepartlesLemm. airs -5- i� +jai trvu/,.,i u :Ur awu snn . a d Is a 1. 0 9.01 11 8.0 Prnatl CM, V en Parcel IM 264127200030 FROM : FAX M7. : May. 29 2806 05:04RI P3 1 DISTRICT COURT, PmUN COUNTY. COLORADO Cam No. 93 CV 204-3 bb;, L dEmT AGREXMZNT AND STIPULATION 15. Nomodi6eationorwaiverofwyofthepmvi *mofthisStipulationsWbeb6adiag Wouorwhro Meagai= eaypaytttI =mlmedtoawztm8signedbyall Partiesan3approved by the Cant. ' .aobmittedthis(Z day of reeu/.W . 1998. ,/� l HO &HART, LLP. AUSTIN PEQt P.C. Hwy #15432 Thomas F&m Smith, 116463 600 E. Mau Steed 600 E. Hopkins Avenue, Suite 205 Aspen, CO 8161 It Aspen. CO 81611 9701925 -3476 9MI925 -2600 ATTORNEYS FOR TACK HOOE ATTORNEYS FOR ALPINE LODE, INC. Jahn K Ely, #14 Pwin Cou*ltsmay 530 E. Mok Saeet Aapem, CO 81611 970/92M190 Parcel ID# 264127200030 YhLRt : t.HR H1. : rwy. C � lm•�l rl Exhibi A RCLP 2 1 pond o7 Aand soh eeolptrrod of Amwd 31x++7 Ma .67W ((No A4%ho Loft tho Ado Led., the e Bo Ledo, 1M &a~ eZtd a pout of the h vk,/a Loaf bah# aWlmd a toieoe P ..e....,. tw. Me.1h me (Me 10-11) of fhr A&h Loa le sear /{Q#'MW bM_N. bowh#r oanE!MOd_ai7Y! tO br ha Rhsr Ladse,.• NmN N,tr aW me ewnr trtn n fl w )1 . SW 'k 100..72 hot dot# (Iho 22 - 2f la SM Me Rh a Pa d"Jur JICJ. foot doe# (rho is -2 .Oda.' NMCO Ing m 7100.00 toot to cwnw /70 AfS 6703 tho 'est eelary the 16-11 XS 6767 thr APho Lout to 1144 Pohl of .7 No avow, Loa) to sw"w e (a r16+o a eswfl ms4r E contehh# SL fJ Aerro w doe 7 of 15 1 B.lB C C.M N B.N r'T= CBtartr m Parcel ID# 264127200030 Parcel ID# 264127200039 ' .. LECEW t NOTES ` • FMM SEAMY MONW MTS SET BY T I • "'• •" QTNM , d o SET Na 5 RE -8M W /CAP LS f64ft � ALWL CAP SET BY FOREST SERW LS 72T5 /1 V ■ FOUND OMMAL ROCK SET FOR CLAM OORNER l;r R POMER POLE •. SET SPMTE (CONTRA. POWT) g + P n . SIKtYET' ORTEi/TED W777, FOvNp MQYUE/EIV75 r .. . 0MA -YED BUAANO NON -OCa PED BUWVG I IL LBNE -PaR rAL / \ ! .r - N 432MI 35126/2099 121 15P INTTLM f tau Ro.MDO.MMB.NhI, COURT to Parcel ID# 264127200039 ' .. -. ..... �9n• c� cwa w.mrn r.� wl fq I aC 0 0 4 1 \h Ak IM®II MIMPI, 1NION an 43=1 evzu 12%� ORM stLvt G .r 15 R a. " 0 !.M N S.d Prfm can" Co Parcel ID# 2641272000310 • . . - i .... an• ra cw✓ w. awn r. PAR= ONE . A Pered of Aea1 bNa canp76w of 'Ibis . Lode, and a Port or a Broakdde L000 lea • + Cowhi M Ole North Abe (One 1 t1) t 1 rdatha theratat_ 8egi et e0mor 00 as ni�q I HS 0763 the svaitawe Lo* fhenee N1DYi { ! mmov 9a6Ip9n'p ON vmw*e B att s w [Yeah I :.�•. 1. MNV173'W 4&02 het 2 Or- f. M= W 17.29 het a Nf4: . 7. tAM2W 4106 het a Nm' I i Ia MWV 217 0 W 3992 het to the bferae 26173 hat to Corner No tJ of the !Crooke araowst Ledo and Brvakow Lode to Ne Po 11 I !I � . I • PAR= 1110 �i A Porod of J and bab O A Ce+nPi W t el 4 Lod b, k and s Por d Mtroairdde ode� M Ca WWWb6 the North am Oka 10 rdathv am to; � at Cemor /11 e ! I �thenw NMWT 6.rf h i teen 1 s PW-V feet dwg (a* 22• A MwIm la Ledo thwlae 56976'E flaX f 1 I I Lode: Ymm N1931£ 7600.00 hef to earn het efoe9 ANa 10^11 A7S 6763 So AWW L EWCf n%W THOW U IM MILL 0016 DES 1 A plod or lend bmkg Cenlerbed d Abem l j Lada and a Port Of 00 &eellatto LoM3 b I ` 8 11 1 1 V Canddrrby Oa NAr: Ole 1 idle raw" th , .P ar atq �pkelyg at S7mw /2 a "i A1S 6761 OM 6FOOkek. Lades fhenca Nt9': thowe 569'J6S7't .71x33 test along O1a theca d aen1gp the aeoteNbe of S/eor Creak 1. •No49773'W 4&02 feet Z NS 4. N67'J z" 17.29 het a MY• 7. N1167rVV 4.180 het a NA I e 10. N04'4277 W Ja62 1*0 to the btey .�I Brooklet Loda md WwkxW Lade to bee PP s>n,xA Lw u1>R a6ntae oleres 2LLYi L of 0 R 6.06 9 0.00 N 0 -M ►S. tA7MM Y CO Parcel 1D# 264127200030 FFM : FWt HILL : M'j. tfv tam eA:� M ve Mi \�. t .�r \.t : YnA• r.e: a•.'�. .. • ,�-, =�:?: - . � f� � Lraot Lode. ON FAOO1dtt w er s ' of tai 87QJ h % >� y Ate -n awfog ed hw*h to be na ()he 10-11) of -tin AO** Lade go bwr•Na9.7a'M sfd ed bamhR feet step Urns Yo -19 ! some' 120 a the 81,08101164 81,08101164 Lode; thence Je68�6'6' 4ERM • Mena. N21 1 1 5O'T 3=00 feat to the htaraearfan :Rh lile 10-17 el m Bt f s LedLads: SO Let along fine 10 -17 of the Brootoide Lade to Me hlroeetbn With me aenfwlh o of SMr pe4k poor the hgathg ten (f0) actress and dlttanaan Z NJO'44J4'N' 44.73 het J. f4ims 78.75 !Wt t 5. 711421776'E 2 feet L NQVS7JS'E 4&fd go, t a nZ655b 1140 het to the htsreeemen With the 14 -1J of the Broallot Lode MA OM thweat Sa9'J6'00'E 1 o f the arookfet Lads; thence S7 951 Now Net alma Ones 13-16 and 17 -20 of the Lode to the Point of a 9 oonrohhg s.JS Aar" as deswimag- >rJsed as Lreerd SLn4Y No. a70J the AIpM LodR the Ida Lode the boas tads the tlrook+tt t mkside Lode] being deeerhad ae contained hwah N be the (a/a t0-If) of the A Aw Lode to bow )VWJ OW Net to nr �g of me B/aalrelde mmww of comes /II of the' Lode ma7ee to tint htweeetlan of (IM 22-23 Lt5 0758 79 N okeep (Ikea r9-20 NS a70J the &ooMWt L.ede) of LS 5738 the Rho Lode; 56'f &106 Mt dung (&+s 23-22 US 5758 Me RMf lode) to Corner [12 . t dtong tae 22-n Ms 5758 the Rhx LodsJ to Bea htwaea8aa �( eemr �0 tin . 9'-16'15 1101104 Net dmeg (the 19-20 US a78.T the a-so ile Lode) 783 the AWw t fin t o r 145 6703 Mt Mahe Ladeca Oeop•ftYA de w IMMOD Lod. to s lent of beginning, dr•MJ 1FOLLOKHO. oES09f W PAR= t1F•LANO: . 1prhed of LOaarw SHSe7 No. 67W (rM AIPhd Lock tin Ids Lade the Boor Lo" 1hi 51101" 'aoksida Lodt being dewedt to (ear N68 Sa9Y and ag Oaarilge eonfd+ed her'ohl to be ' Me (line 1f�11) of the Alths ' at ew,, Of20 of the li W0, Lads thongs AWWW 43495 foot afmlg ( the 20-I8 N t mane fne�o'so'E 30400 Net to ms htwssaaan .4m ae 15-17 of the tbookelde Lade mt Wong UH fe -17 of the rkaokslds Lode N rind htmsaorlotl rM ma cvdwrre of 57rer *Wok r of S#w desk the W.w tan (10) 00wove and Cbtonoo: Ht 2 NJO 4475 Net 3 N0813 7&73 Net 'Pat N14V776'E 1138 Nat & N46 2408 Joel S yet a N2B$S CI'W M40 JrI 8. NJI"l17S'E 410f6 Net thence 56976G0'E yet to the bhrsocttaa e16h tin 14-13 of the &a~ Lode N.S. 87 TO and 17-20.01 the . 1J of the Sroddat Lode theme SI931COV 6oadu het Wong A Lode fo the PWrt of aphnh¢ oentatiming 435 Acres as diw*&%. . . .. ': .. r ..::'.' ^ Fk''� - : mss `- M.� %��' 1 - .. .. .• L 1 halt Ole eOH rre eeM �r �.......- _..__ _- f..._ Ewa •. 11 Parcel M# 264127200030 FROM FRX y. &P GW , W:Iltm M Parcel ID# 264127200030 FAX NO. 2A a .4ft ev 'Sow 70- Parcel IDN 264127200030 FAX NO. Mg. G'i ZMZ 1b: UM fM I L I . :sisr TIETTIkIit save :..; T: r 1S d m N cm 0 N.M N 1.N PflIRN oo11NTY M:0 ! „s nY S ' CERTXTCATION � �'\ G MAX E: AM CE$AFY THAT TT XS PLATE PREPARED FRO1M FMW !\. ` NDTES OF XV NDVE✓ m" Inn a SEPTEit#ER pRdr ? Y LS 18473 ..4 \ LMT SURVEY DEPOSIIS - • • ' 1 Film CO NTY SLWKN RS OFFICE ♦' RECEPTION HUMBER Nom. f BOUNDARY SURPBY .. SITUATED IN SWWNS RT t X IMM U& 199 P." �. FM mm SMN1N Q St1NV sY: SO EC'' r _ " SURVEYING: alArMi. sin ' +QE MaNMP: N , SYSTEMt Inc: M Twd CaCA- AID so"' 'GRAND JUAMCTION �'� , 1 oaEa4AOO m r iio . `' �- • IMl 1i S iN:.t,' `�i V/tT.1 /J!y'. .IiG... •,� }�_ • ' .. \7*•Sw t mil.- Y Parce11D# 264127200030 REScheck Software Version 4.1 .3 0032200- IS( ci Compliance Certificate n Report Date: 0421/08 Data filename: oohen2.rck Energy Code: Location: Construction Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 2006 IECC Aspen, Colorado Single Family 1500 tt2 2D% 9922 7 Owner /Agent: Designer /Contractor: Ceiling 1: Cathedral Ceiling (no attic) 2006 50.0 0.0 42 Wall 1: Structural insulated Panels 2155 30.0 62 Window 1: Other 426 0.080 34 SHGC: 0.44 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1500 30.0 0.0 5o Crawl 1: Solid Concrete or Masonry 880 14.0 0.0 44 Wall height: 6.0' Depth below grade: 4.0' Insulation depth: 5.0' Inside below -grade depth: 0.0' (a) This component fails a mandatory U- factor requirement (components that fail are primed in stalks). Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2006 IECC requirements in R ersion 4.1.3 and to p th ly mandatory requireme check Inspection Checklist. QV S, 7 Name - T a ,/J Signature Date p'tw"' COUTM 01 01 2006 Co �notim QeveloP nt Project Title: Page 1 of 3 Data filename: oohen2.rck Report date: 0421/08 Compliance: 40.2% Better Than Code Maximum UA: 388 Your UA: 232 1Z REScheck Software Version 4.1.3 Inspection Checklist Date: 04/21/08 Ceilings: ❑ Ceiling 1: Cathedral Ceiling (no attic), R -50.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Structural Insulated Panels, R -30.0 assembly Fl-value Comments: Windows: ❑ Window 1: Other, U- factor: 0.080 For windows without labeled U- factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes — No Comments: Note: Up to 15 sq.tt. of glazed fenestration per dwelling is exempt from U -factor and SHGC requirements. Floors: ❑ Floor 1: All -Wood JoistlTruss:Over Unconditioned Space, R -30.0 cavity insulation Comments: Floor insulation is Installed in permanent contact with the underside of the subfloor deciding. Crawl Space Walls: ❑ Crawl 1: Solid Concrete or Masonry, 6.0' ht / 4.0'1)4 / 5.0' ext Insul / 0.0' inside bg depth, R -14.0 cavity insulation Comments: Exposed earth in unvented crawl space foundations is covered with a continuous vapor retarder. All Joints of the valor retarder are overlapped by 6 Inches and are sealed or taped with edges extending at least 6 inches up the stem wall and securely attached. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1) Type IC rated with enclosures sealed/gasketed against leaks to the calling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed Inside an air -fight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non- vented framed ceilings, walls, and floors; or it has been determined that moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. .❑ Insulation R- values and gle Ling U -factors are dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Duct Insulation: L] - Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Duds in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6_. _ Project Title: Page 2 of 3 Data filename: cohen2.rck Report date: 04121108 Duct Construction: Air handlers, fitter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181 A or UL 181 B. C) Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the Intematlohal Mechanical Code. Temperature Controls: El Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: O Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: Circulating hot water pipes are insulated to R -2. Circulating tot water systems include an automatic or accessible manual switch to turn oft the Circulating pump when the system is not in use. Heating and Cooling Piping Insulation: L3 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -2. Certificate: 0 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Titie: Page 3 of 3 Data filename: cohen2.rck Report date: 04/21/08 2006 IEC.0 Energy Efficiency Certificate Calling / Root 50.00 Wall 30.00 Floor / Foundation 30.00 Glass & Door Rating U- Factor SHGC W,'i F7 F7111111111111 Heating & Cooiing Equipment Efficiency Comments: 00322uu8 ( -- N GLty of Aspen / Pitkin County Efficient Building Progiram OWNER: 094A lENCOHEN PROJECTADDRESS: 8901 Woody Creek RW4 Lenado PARCEL lD #.' 264127200030 CONTACT NAME: STEVE NOVY- GREEN LINEARCH?ECTS CONTACT NUMBER:• 970 - 963 -6689 CONTACT E-"L ADDRESS: SNOVY�GREENLINEARCH/TECTS COM PERMIT P (drde a0 mat apply) TYPE OF PROJECT." NEW SCRAPE-OFF REMODEL AMMON New constructlion sqpm footage. 1500 Points 50 Mtedor remodel swAm fbobw Points 0 Addition Square Points required, 0 Detached garage square fboltage Points required 0 50 TOTAL POINTS REQUIRED I ITOTAL POINTS ACHIEVED City of Aspen/Pitkfn County Efficient Building Program Checldist �a Please read the ES Guidelines prior to completing the Checklist The ES 0 3 Guidelines serve as the official code document for this program. a 0 LEGEND $ .Shaded box Indicates mandatory compliance for all projects (14 for new houses/21 for additionslramodels) 70 = Dark autfine Indicates mandatory measures for publidy -funded a0 rdable housing projects (PFAH) e1 O S = Self- cerefsd (Applicants signature on this dwid/st serves es owbAcetion.) 15 = Inspected (PC: Plan Check; 1: Foundation; 2: Framing; 3: Insulation; 4: Rougrr -in; 5: Final) o� P = Prerequisite (These measures must be achieved forfhe subsequerdpdnfs to be owned.) — Quantity Levels = QL 1 = 10% - 25 %; QL 2 = 26% - 50 %; QL 3 = 51 % - 75 %; QL 4 = 76% -100% 2.0 DECONSTRUCTION / DEMOLITION & CONSTRUCTION DEBRIS RECYCLING PC 3 21 Deo mstruc0on Plan submitted with permit application remodels andfor scra pe - offs 22 Demoldw debris reduced 4 points regund of remodels andfor 'select from 2.2.1 - 2.2.6 1 3 2.2.1 Wood ncycled / 2 75% of all 1 3 22.2 Metal clad a 90% of all metals 1 3 22.3 Ccncn to dad ( of all concrete 1 2 2.2.4 Carpet pad recycled 90% Well CwPfft Pad) 1 2 2.2.5 Compaction crushing, etc. 1 6 624 22.6 Material salvaged for reuse IS pcints per level S 3 3 2.3 DeomnVudion materials donated to a nwproft mpnizffbw projects 24 Construction debris 4 points regWred of all now construction & PFAH 'select from 2.4.1 - 2.4.3 S 1 14 241 Wood acre / DDm ted 1 point r Q Level S 2 2.4.2 Metal dad x 90% of all unused metals A t CA 2.4.3 Cardboard recycled (1 point per Quantity Level_ 11.1%11 . 2" Edition 9/03 City of Aspen / Min County Efficient Building Page 1 S 1-4 27 R ed- content carpet 1 point per Quantity L evel) 4.0 FRAMINO �S 14 2.8 R dedcontentindecidn materiels 1 point per Quart' Level 4.7.4 FSC certified cabinets 4 points per Quantity Level 14 2.9 gecydeacorytent sheathin 1 M ' Quantity Level 4.7.5 3 14 2.1 R bled- content or fiber cement sidin 1 'M Q Level 4.7.6 3 14 211 RecyckKicontart ceramic file 1 point per Qua Level 4.8 SFI certified material S 1 14 2.12 bled - content rooTi 1 'M Quart' Level SFI certified smtWnab4y harvested lumber 3 points per S 2-0 213 Rapidly renewable content flooring used (2 points per Quantity Level) S 2 2 214 Built-in kitchen recycling center to include two or more bins 19 Sub Total 3.0 LAND USE AND WATER CONSERVATION 73 3.1 Simple Footprint 1 3 3.1.1 s 4 exterior comers (no points for 3.1.2 or 3.1.3 1 2 3.1.2 s 6 exterior comers (co points for 3.1.1 or 3.1.3 1 1 3.1.3 5 exterior comers (co pants or .1. ) 1-0 3.2 Xedscape Landscaping (2 points required of all PFAH projects; select from 3.2.1-3.2.5)) 8 1 3.2.1 Addition of organic material to and aeration of soil S 1 1 3.2.2 Reduction of turf areas 5 25% of landscaped area or 3000 . t wNdhever is smaller S 1 3.2.3 All planfing beds mulched with wood chips at least 2" des S 1 3.2.4 Appropriate use of km- water - demand plants S 1 3.2.5 Zoned irrigation system 143 3.3 Water conservation by performance (2 points required of all PFAH projects; select from 3.31 -3.34) 5 1 3.3.1 One each for ea albs minute savings over code requirements 5 2 14 3.3.2 Dual -flush toilet 1 point for each toil no credit for toilet under 3.3.1 5 2-0 3.3.3 tolled 2 'nts for each toilet no credit for toilet under 3.3. 1 5 1 1 one stxxreead in all showers 3.3.4 O rh 5 5 5 3.4 Dri I' a no ift ation 5 14 3.5 swales to fiber stommater runoff 1 M ' r Quart' Level of filtered ru n - Om b 1 1-1013.6 Planting trees beyond required bees (11 point for every bee over requirement 3-0 13.7 Save and reuse all topsoil andfor excavated fill on site 1 3 ' 3 1 3.71 Topsoil reused on site (Indicate storage location on alts an. 1 5 5 1 3.7.2 10D% of excavated All reused on site Indicate storage location on site n. S B 2-0 13.8 Site -rock reclaimed on site 2 points for per level; Indicate storage location on site an 3 4 13.9 Non-Dotable water used for irrigation S 6 2-0 13.1 Pervious materials in'hardsca " areas 2 po par Quantity Le 31 I S UbTotall 4 0 FRAMING & MATERIALS 242 4.1 Incorporate optimal value engineering (OVE) Naming techniques (6 points required of all PFAH projects) 2 3.12 4.1.1 24" O.C. studs 3 points per Quantity Level for all frem' 2 2.8 4.1.2 Two -sad comers 2 points per Quantity Level for all frami 2 2.8 4.1.3 Effi headers courts Der Quantity Level for 80 tami 2 2-0 4.1.4 SWddng 'oistsfstida - eliminati double 2 points per Quantity Leval 2 3 4.1.5 Building with 7 increments a 75% of footprint PC 3 4.1.6 All framino members shown on drawings N plan and elevation 2 14 4.2 Oriented Strand Board in subfloors 1 point Per Quantity Leval 2 4 14 4.3 Oriented Strand Board in wall sheathing 1 point per Quantity Level 2 2.8 4.4 La*4D)dc Oriented Strand Board OSB 2 points per Q uantity 2 4 2-0 4.5 FuKlar studs or engineered studs for wall framing 1 point per Quantity Level S 14 4.6 Firgier inderior brim 1 point per Quantity Levi 2-36 4.7 FSC certified material 2 4.16 4.7.1 FSC carded sLstainaUy harvested lumber 4 points par Quanti ty Level 5 416 i 4.7.2 FSC certified oedar shakes andlar shingles 4 points per Quanb 3 4-161 4.7.3 FSC certified trtm and flooring 4 Qua Level FRAMING 8 MATERIALS continued on next D800 5 4.16 5 4.16 5 2-6 2-08 2 3 -12 2A Edition 9/03 City of Aspen / Pitkin' County Efficient Building Program Page 2 4.0 FRAMINO ut continu 4.7.4 FSC certified cabinets 4 points per Quantity Level 4.7.5 FSC certified windows andfor doors 4 points per Quantity Levi 4.7.6 FSC certified outdoor structures, f and landscaping firms 2 points per Quantity Level 4.8 SFI certified material 48.1 SFI certified smtWnab4y harvested lumber 3 points per Quanti ty Level 2A Edition 9/03 City of Aspen / Pitkin' County Efficient Building Program Page 2 5 3-12 3 4 8.2 SFI certified cedar shakes and/or shingles 3 points par Quantity Level)' 8.1 well Insulation is 70% material z 75% of all wall insulation 5 3 3.12 8.2 Roof insulation is 70% recycled material z 75% of all roof insulation 4.8.3 SFI certified trim and flooring 3 points per Quantity Level 3 4 $3 8.3 Blown / sprayed insulation z 50% of all insulation 3A2 3 5 4.8.4 SFI certified cabinets 3 points per Quantity Level 8.4. F tree or low -toxic insulation z 50%of all insulation 8.5 Sin ne windows upgraded additions and remodels onl 8.5.1 no points for 8.5.2 a 8.5.3 5 5 3.12 8.5.2 Dou lazed with lave c no inns for 8.5.1 or 8.5.3 4.8.5 SFI certified windows and/or doors 3 points per Quantity Level 0.6 6 2-0 7 48.6 SFI certified outdoor structures, decking and landscaping forms (2 points per Quantity Level) 2 4 1-4 4.9 Engineered Lumber used in floors and roofs (1 point per Quantity Level) (3 points required of all PFAH projects) 2 2 2 4.1 Engineered lumber used to replace 2x10s or 2xl2s for structural applications (z 75% structural material) 2 6-20 4.11 Structural alternatives to wood -frame construction 5 points per Quantity Level 2 6 1 2-0 1412 Structural Insulated Panels SIP'S used for exterior walls and/or roof 2 points per Quantity L evel) 2 1 1-4 14.13 Factory-built or penalized construction 1 point per Quanti 1 1 2 14.14 R kded- wrhtent Insulated Concrete Forms ICES used z 75% of all insulated concrete forms 1 1 Li 14.15 Insulated Concrete Forms ICPs 1 point Per Q uantity S 1 1 2 4.16 NorfWvent based foundation 100% of foundation wall 1 3-1214.17 Frost-protected shallow foundation 3 po per Quantity Level 1 1• 4.18 20 %amore #yeah ardent 1 point per Quantity Level PC 1 20 11-1015.1 JSub Total S.0 ENERGY MEASURES Performance exceeding the Model Energy Code 98.2 standard for APECC (1 pt for every 5% better) (4 pts for PFAH) S 1 1 15.2 Window quilue or insulated window shades installed z 75% of an exterior windows PC 1 1 1 15.3 Mechanical equipment centrally located 5 1 5 16.4 Energy Star® house ( 5 star rating on an E- Stark) PC 3 3 3 3 1 7 3 1 3 11111111111111111115.6 111111111111111111115.7 1 3 15.5 15.8 Energy 10 analysis All ductwork sealed with mastic Insulate all hot water pipes to all locations to R -2.5 Unvemed crewlSPace (conditioned, insulated walls, continuous vapor barrier, no vents, etc.) 5 2 1 2 15.9 Side -arm hot water healer 5 5 5-1015.1 5 Energy-efficient boiler or furnace 5.10.1 87% min. efficient boiler or 94% min. efficient furnace 5 5 5 5.10.2 Modulating or sequentially staged boilers 5 3 3 5.11 Outdoor reset thermostat control 5 4 5.12 s hot water heater stand stone units on PC 3 3 5.13 Manual J calculabons used for sizing mechanical equipment 5 1 27 2 Sub Total 6.0 PLUMBING 16.1 Tarddess water heater 5 3 16.2 'on- demand hot water system o lSub Total 7.0 ELECTRICAL 5 5 1 -10 7.1 Energy Star® appliances (1 point for each appliance) (2 points required of all PFAH projects) S 1 1 7.2 Clot indoor or outdoor 5 3 3 7.3 Ensrgyelficent clothes washer (selected from list on www.oeal.org -Tier 2 or higher) 5 10 1 -10 7.4 Compact fluorescent bulbs (1 point for every 4 bulbs) (i point required of all PFAH projects) 5 2 7.5 Efficient light controls z 2 interior spaces conbol 1s Sub Total 2' Edition 8/03 City of Aspen / PitkimCounty Efficient Building Program Page 3 8.0 INSULATION 3 2 8.1 well Insulation is 70% material z 75% of all wall insulation 3 2 8.2 Roof insulation is 70% recycled material z 75% of all roof insulation 3 4 4 8.3 Blown / sprayed insulation z 50% of all insulation 3 5 2 140 OS 8.4. F tree or low -toxic insulation z 50%of all insulation 8.5 Sin ne windows upgraded additions and remodels onl 8.5.1 no points for 8.5.2 a 8.5.3 5 1 8.5.2 Dou lazed with lave c no inns for 8.5.1 or 8.5.3 5 0.6 8.5.3 II - sebcb" film to historic windows ro points for 8.5.1 or 8.5.2 3 7 186 Existing ceilino insulated to R -38 or to additions 8 remodels on 2' Edition 8/03 City of Aspen / PitkimCounty Efficient Building Program Page 3 3 5 18.7 11.0 Existing walls insulated to capacity or rigid insulation added to exterior addfiahs & remodels oni S 5 5 s 1.4 5.10 Sub Total Low toxic floor coverings 1 point per Quantity Level Ceram mon ode detector Non- abnosphedealy vented (sealed combustion) gas furnace, boiler, or water heater (5 pis required for PFAH) 3 S S 9.0 HEATING NTILATING AND AIR CONDITIONING HVAC 5 5 Sealed mechancal room Exhaust fan in attached parade or no attached garage FJiminallon of aft Particleboard inside envelope of house 1 1.5 1 9.1 9.2 Air deatratification system Natural coding (1 point required of all PFAH projects) 9.2.1 Vertical shading devices for east and west-fiecing glass 3 5 Elimination of all mdf made with urea-lonnaldehyde, used inside envelope of house 1 S 1 9.2.2 Reflective films on east and west-lacing glass or use windows with a SHGC of less than 0 45 1 2 3 All exposed 1 9.2.3 Radiant heat - reflective barriers installed on roof applications S 111.15 1 Lung Association - Heall h House' 9.2.4 Landscaping that shades east and west facing glazing during the summer season (June-August 5 111.16 1 9.2.5 Property sized overhangs for south facing glazing area 5 5 5 9.3 No mechanical air conditioning INNOVATION POINTS 5 5 1 714 4 9.4 9.5 Evaporative cooling (no points for 9.3 m 9.6) Air infiltration rate below specified levels (Blower Door Test required) (4 points required of all PFAH projects) 9.5.1 0.40 MACH Natural Air Changes par Hour 5 14 6-14 9.5.2 5 0.35 NACH 2 additional points for every.05 NACH reduction 5 2 9.6 Whole -House Fan cook no points for 9.3 or 9.4 5 10 9.7 Convert electric resistance heat to gas additions & remodels oni 5 4 9.8 Replace elechc water heater with a gas water heater additions & remodels on E 3 3 9.9 dronic heat z 50% of heating stem; no 'Ms for 9. 5 a 9.1 Air to air heat exch 22 Sub Total PC 10.0 1420 10.1 P SOLAR Passive solar heatino 10.1.1 South fad glazing is oriented within 30 degrees of seat or west of true south. ' PC P 10.1.2 Pro sized ova Section Seon 9.25 for sizing calculation). PC P reeents 10.1.3 Solar access is unimpeded under easernents covenants or other private m PC 10 10.1.4 Su n PC 20 20 10.1.5 Passive solar design 5 10 10.2 Solar heating system for domestic ha water ro points for 10.3 or 10.4 5 2 10.3 Active solar pre-plumbing no points for 10.2 or 10.4 5 5 15 15 10.4 10-00 10.5 10 Acfiw solar spew heating combined with solar domestic ha water systern no points for 10.2 or 10.3 solargenangled electrici 10.5.1 System sae of 1 I(W 5 20 15-80 10.5.2 Systern size of 2:1.5 kW 5 additional points for eve .5 M supplied, with a 8 kW m®®num 55 Sub Total 11.0 INDOOR AIR QUALITY S 4 1-4 11.1 Low VOC andfor low -toxic interior paint (1 point per Quantity Level) (2 points required of all PFAH projects) S 5 1 1 2-5 2 11.2 11.3 Solvent-free arxVor low-toxic construction adhesives High efficiency air filter 11.3.1 High effickincy plested (electrostaticeHy-charged) air fitter 5 5 11.3.2 High Efficiency Particulate Air (HEPA) filter 5 3 3 11.4 Rough-in for radon rn m points for 11.5 5 5 11.5 Radon mitigation Wstern no points for 11.4 S 4 1-4 11.6 Sdverd-free andlor low4oxic wood finishes 1 r Quan' Level N - L - INDOOR AIR QUALITY continued on next page 2n Edition 9/03 City of Aspen / Pdkin County Efficient Building Program Page 4 11.0 INDOOR AIR QUALITY continued S 5 5 4 3 5 1.4 5.10 11.7 11.8 11.9 Low toxic floor coverings 1 point per Quantity Level Ceram mon ode detector Non- abnosphedealy vented (sealed combustion) gas furnace, boiler, or water heater (5 pis required for PFAH) 3 S S 5 2 5 11.1 11.11 11.12 Sealed mechancal room Exhaust fan in attached parade or no attached garage FJiminallon of aft Particleboard inside envelope of house S 3 11.13 Elimination of all mdf made with urea-lonnaldehyde, used inside envelope of house S 1 1 2 111.14 All exposed particleboard sealed. 5 1 5 111.15 fvnedeal Lung Association - Heall h House' 5 1 4 111.16 Mechanical Ventilation 29 Sub Total 12.0 INNOVATION POINTS 2n Edition 9/03 City of Aspen / Pdkin County Efficient Building Program Page 4 PC 1 11-20 112.1 Inrwvafive product or design po 5 5 112.2 Alternative fuel iMrastructure for vehicle use gC 1 1 3 112.3 Locationafident project 5 1 15 12.4 Ground source heat pyM - wiry power fee 0 Sub Total APPLICANTS SIGNATURE: PRINT NAME: TITLE: NOTE: Signature indicates the applicant will comply with stated requirements. r< R r< FOR OFFICIAL USE ONLY » » » PC Plan Check approval by: Date: 1 Foundation Inspection Approval by: Date: 2 Framing Inspection Approval by: Date: 3 L I nsulation Inspection Approval by: Date: 4 Rough -in Inspection Approval by: Date: 5 Final Inspection Approval by: Date: Efficient Building Program Deconstruction Plan ® Required for additions, remodels, or scrape -offs only. Project Address: Submittal Date: Contractor. Phone: Property Owner: Date of Demo: Project Description: Project Sits (sci ft Deconstruction Contact: Phone: DECONSTRUCTION PLAN continued on next page 1. Is the.project a partial or complete demolition/deconstruction? Partial _X Complete 2. How much of the structure will be demolished/deconstructed? 5 1000 sq It _ X 5 2000 sq ft 5 3000 sq It 2 3000 sq it 3. Lumber, metal, doors, windows, concrete, cabinets and some appliances can be recycled or donated for re -use. Do you intend to deconstruct project for materials recovery? Yes _ X No (If No, go to question 5) Refer to the Efficient Building Program Resource Guide for a list of local deconstruction resources or for a list of deconstruction materials accepted locally. 4. If you intend to deconstruct, who will be performing the work? Contractor Name & Phone Number. Method of disposition: Donatation? Recipient: S. Will demolition waste be recycled? V Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 5 Yes X No b.' What types and amounts of reusable or recyclable materials will this project generate? (Please complete table.) Deconstruction Material Table Material Estimated volume (sq yd) Reuse by contractor Available to others Recycled Landfill* (compacted) Other (Explain) Dirt Debis Lumber Structural Members Wood Trim Misc. Wood Maui Drywall Concrete Asphalt Brick Other Masonry Cabinets Appliances Tile Windows boons Carpet Carpet Pad If you choose not to deconstruct or recycle your demolition debris, it must be compacted prior to leaving the site. The city of Aspen and Pitkin County are interested in increasing reuse of deconstruction waste and reducing the amount of all construction and demolition waste sent to the landfill. By completing this form you provide useful information and qualify for this program. 2n Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 6 G Citv�of_AVen / Pitkin County fj ctent Building Program Deconstruction Plan (2.1 - Required for additions, remodels, or scrape -offs only.) Project Address: 89 IJAa Ce"e PbAh Date: Y_ / _ Contractor: d."i Phone: /8 -c2os Property Owner: eo�rs T 3SrE1�CrA LK SE�s .ts Project description: eN HerlQil[ AS AL 5S A)5 j ( ft) : ' jS"C6 Project Size Phone: -,2a S Deconstruction contact: Is project partial or complete demolition /deconstruction? Partial Complete,( &r'7,8'- PUX1141 oR aus ,t *1AJ6 bsrCe 14=� A..444- CeHf,Cln OF A.u63Q !fM"c Tple& 2. How much of the structure will be demolished/deconstructed? > 500 h >1000 ft >1500 ft' - X - >2000 fi 3. Lumber, metal, doors, windows, concrete, cabinets and some appliances can be recycled or donated for re Do you intend to deconstruct project for materials recovery? Yes _X_ No _ (If No, go to question 5). Refer to the City of Aspen / Pitkin County Efficient Building Program Resource Guide for a list of local deconstruction companies or for a list of deconstruction materials accepted locally. 4. If you intend to deconstruct, vko will be performing the work? Contractor & Phone number X2441A) 16A4- &1 b - aK".7 / Method of disposition: Donate Recipient: 3,01Z /.y P.�pa,e a0 Mete %Caw/sWasll aW Tumor.«/ Onsite auction /Sale Date and time of sale: 5. Will demolition waste be recycled? Yes )( No 6. What types and amounts of reusable or recyclable materials will this project generate? {.J /AJ &* J 5 ) 60c3k 5 1) s /BA-'JGCAJaab '4. 0 114r1W) 4y - Sow l�-Ci 6fiCE Material Estimated Volume (yd) Reuse by Contractor Available to others Recycled Landfill* (Compacted) Other (Explain) Din Debris y& Urf Lumber 30 � ,VA i s F eE�iO stnicmnl Members �16n1� Wood trim H.4 P,PeA&A Wood scrap �j s Metal O� O a 3 ° s QlP,aPivtT,�L lrur Drywall �l6Nd Concrete (PB 136 p Asphalt Brick AJ61J Cabinets AA0A1 Appliances PP 3 X C w A. e 714A) Tile a Yeh Windows x Tea+./ Doors CbAJ -,Vu �/cTlat/ Carpet Ak.W4z * If you choose not to deconstruct or recycle your demolition debris, it must be compacted prior to leaving the site. M The city of Aspen and Pitkin County are interested in increasing reuse of deconstruction waste and reducing the amount of all construction and demolition waste sent to the landfill. By completing this form you provide useful information and qualify for this program. Bill 0 SOILS AND FOUNDATION INVESTIGATION COHEN RESIDENCE 8901 WOODY CREEK ROAD PITKIN COUNTY, COLORADO Prepared For: MR. BRANDEN COHEN P.O. Box 443 Woody Creek, CO 81656 POW0 Coun May o7 T%%% commo"A D6v60,Pme t Project No. G July 7, 2006 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 T TABLE OF CONTENTS SCOPE t SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 3 SITE EARTHWORK 3 Excavations 3 Structural Fill 4 Backfill 4 FOUNDATIONS 5 FLOOR SLAB AND SLAB -ON -GRADE 5 BELOW -GRADE CONSTRUCTION 5 SUBSURFACE DRAINAGE 7 SURFACE DRAINAGE B LIMITATIONS 8 FIGURE 1 - APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 — SUMMARY LOGS OF EXPLORATORY BORINGS FIGURE 3 — GRADATION TEST RESULTS FIGURE 4— EXTERIOR FOUNDATION WALL DRAIN TABLE 1— SUMMARY OF LABORATORY TEST RESULTS MR. BRANDEN COHEN COHEN RESIDENCE PROJECT N0. GSO4777420 SAGSO4777.004112U12 RapoftXGW4777120 R1.d. T SCOPE This report presents the results of our soils and foundation investigation for the Cohen Residence proposed at 8901 Woody Creek Road in Pitkin County, Colorado. The purpose of this investigation was to evaluate subsurface conditions at the site and provide geotechnical engineering recommendations for the planned construction. Our report was prepared from data developed from our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions observed in exploratory borings and our opinions and recommendations for design and construction of foundations, floor systems, below -grade walls, subsurface drain systems, and details influenced by the subsoils. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsurface conditions exposed in our exploratory borings at the site consisted of about 1 to 3 feet of sandy clay "topsoil' and nil to 3 feet of clayey sand underlain by silty gravel with cobbles and boulders to the maximum explored depth of 16 feet below existing ground surface. Free ground water was not observed in the exploratory borings. 2. We recommend constructing the Cohen Residence on footing foundations that are supported by the undisturbed, natural sand or gravel. Design and construction criteria for footings are presented in the report 3. We judge potential differential movement of slabs -on -grade supported by the undisturbed, natural sand, gravel, or densely compacted structural fill will below. Additional discussion is in the report 4. Surface drainage should be designed to provide for rapid removal of surface water away from the residence. A foundation drain should be installed around below -grade areas in the building. MR. BRANDEN COHEN COHEN RESIDENCE PROJECT NO. G304TT7 -120 S;0SWTf7.0=I20v. Rep ftAGSW777120 RIAM IF SITE CONDITIONS The site is within Pitkin County, located below Woody Creek Road near the national forest boundary and the confluence of Silver Creek and Woody Creek. The property is located on a low ridge between Silver Creek and Woody Creek. Silver Creek trends down to the south to the west of the building envelope (see Figure 1). Woody creek trends down to the southwest on the southeast side of the property. Silver Creek is incised several feet into the existing ground. The slope down to Woody Creek is approximately 2 to 1 (horizontal to vertical) at its steepest and drops about 20 feet The slope is wooded and a flood channel that is about 50 feet wide is between the toe of the slope and Woody Creek. The flood channel was dry at the time of our investigation. Grades in the building envelope are about 15 percent down to the south. Several structures are currently on the property. One two -story house and landscaping will remain. Two cabins and a wood fenced storage area are to be deconstructed. Vegetation on the site consists predominantly of native grasses and evergreen and aspen trees. PROPOSED CONSTRUCTION Building plans were not provided to us. We understand that the Cohen Residence will be a two -story, wood -frame structure with a garage attached to the north side. The lower level will be constructed below -grade as a walkout basement. We expect that floors in the lower level and garage will be slabs -on- grade. Maximum foundation excavation depths will likely be on the order of 8 to 10 feet Foundation loads are expected to vary between 1,000 and 3,000 pounds per lineal foot of foundation wall with maximum interior column loads of 30 kips. If construction will differ significantly from the descriptions above, we should be informed so that we can adjust our recommendations and design criteria, if necessary. MR. BRANDEN COHEN 2 COHEN RESIDENCE PROJECT NO. GSO4777 -120 S:1G304777.0 0 0 11 2 012 RepprMWSO4777120 RiAM SUBSURFACE CONDITIONS Subsurface conditions at the site were investigated by drilling three exploratory borings (TH -1 through TH -3). The approximate locations of the exploratory borings are shown on Figure 1. Exploratory operations were directed by our laboratorylfield manager who logged subsurface conditions exposed in the borings and obtained samples of the soils. Graphic logs of the soils encountered in our exploratory borings are shown on Figure 2. Subsurface conditions exposed in our exploratory borings at the site consisted of about 1 to 3 feet of sandy clay "topsoil' and nil to 3 feet of clayey sand underlain by silty gravel with cobbles and boulders to the maximum explored depth of 16 feet below existing ground surface. Our observations during drilling indicated the clayey sand was medium dense and the silty gravel was dense. Free ground water was not observed in our exploratory borings at the time of the investigation. The borings were backfilled immediately after drilling operations were completed. Samples of the soils obtained from our borings were returned to our laboratory for pertinent testing. A sample of clayey sand tested contained 40 percent fines (passing the No. 200 sieve). A sample of the gravel selected for gradation analysis contained 67 percent gravel, 20 percent sand, and 13 percent silt and clay size particles. Gradation test results are shown on Figure 3. Laboratory test results are summarized on Table I. SITE EARTHWORK Excavations We anticipate excavations for the residence foundation and utilities can be accomplished using conventional, heavy -duty excavation equipment. Excavation sides will need to be sloped or braced to meet local, state and federal safety MR. BRANDEN COHEN 3 COHEN RESIDENCE PROJECT NO. G504777.120 S:WSO4M.000112om R�po,taXGSO4777120 Ri.doc regulations. The gravel soil will classify as a Type C soil based on OSHA standards governing excavations. Temporary slopes deeper than 4 feet should be no steeper than 1.6 to 1(horizontal to vertical) in Type C soils. Contractors should identify the soils encountered in the excavations and refer to OSHA standards to determine appropriate slopes. Soils removed from the excavation should not be stockpiled at the edge of the excavation. Excavated soils should be placed at a distance from the top of the excavation equal to at least the depth of the excavation. Free ground water was not observed in our exploratory borings. We do not anticipate excavations for foundations or utilities will penetrate ground water. However, excavations should be sloped to gravity discharges or to temporary sumps where water from precipitation can be removed by pumping. The ground surrounding the excavations should be sloped as much as practical to direct runoff away from the excavations. Structural Fill Structural fill may be required to obtain subgrade elevations for parts of the garage and lower level floors. The on -site gravel soil free of organic matter, debris and rocks larger than 3 inches in diameter can be used as structural fill. Structural fill should be placed in loose lifts of 10 inches thick or less, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 100 percent of standard Proctor (ASTM D 698) maximum dry density. Moisture content and density of structural fill should be checked by a representative of our firm during placement. Backfill Proper placement and compaction of backfll adjacent to foundation walls is important to reduce infiltration of surface water and settlement Backfill adjacent to MR. BRANDEN COHEN 4 COHEN RESIDENCE PROJECT NO. GSO4777.120 S:WSO4777.000112012. R."MXGSO4777120 R1.d= foundation walls and retaining walls should be free of organic matter, debris and rocks larger than 4 inches in diameter. Backfill should be moisture - conditioned to within 2 percent of optimum moisture content placed in maximum 10 -inch thick lifts and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. We recommend that density and moisture content of backfill be checked during placement. FOUNDATIONS We recommend constructing the Cohen Residence on footing foundations that are supported by the undisturbed, sand or gravel soil. The completed foundation excavation should be observed by a representative of our firm, prior to placing forms, to confirm that the exposed soils are suitable for support of the footings as designed. For footings that are designed and constructed as recommended, we expect maximum total settlement of about 1 inch. Recommended design and construction criteria for footings are presented below. Footing foundations should be supported by the undisturbed gravel. Soils loosened during excavation or the forming process for the footings should be removed or the soils can be re- compacted prior to placing concrete. 2. Footings supported by the sand or gravel can be designed for a maximum allowable soil bearing pressure of 3,000 psf. 3. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 4. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficient to span an unsupported distance of at least 10 feet. Reinforcement should be designed by the structural engineer. 5. The soils beneath exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at MR. BRANDEN COHEN COHEN RESIDENCE PROJECT NO. GSO4777 -720 S:1G504777.WM12012. RspoMWSO4777120 Ri.dx least 42 inches below finished exterior grades for frost protection. The Pitkin County building department should be consulted regarding required frost protection depths. FLOOR SYSTEM AND SLABS -ON -GRADE We expect floors in garage and lower level areas will be slabs -on- grade. Based on our field and laboratory test data, we judge slabs -on -grade can be supported by the undisturbed, natural sand or gravel soils or densely compacted structural fill at this site with low potential for differential movement and associated damage. Structural fill required to attain subgrade elevations for interior floor slabs should be placed in accordance with the recommendations outlined in the Structural Fill section. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movement of the slabs. Underslab plumbing should be pressure tested for leaks before the slabs are constructed. Plumbing and utilities which pass through slabs should be isolated from the slabs with sleeves and provided with flexible coupling to slab supported appliances. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well - reinforced to function as independent units. Frequent control joints should be provided, in accordance with American Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. BELOW -GRADE CONSTRUCTION Foundation walls which extend below -grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflection. For a very rigid MR. BRANDEN COVEN 6 COVEN RESIDENCE PROJECT NO. GSO4777.120 S:R.SN777.0M12ML R.Po ft %GSN777120 R1.do RNA wall where negligible or very little deflection will occur, an "at -rest' lateral earth pressure should be used in design. For walls which can deflect or rotate 0.5 to 1 percent of wall height (depending upon the backfill types), lower "active" lateral earth pressures are appropriate. Our experience indicates that typical basement walls deflect or rotate slightly under normal design loads, and that this deflection results in satisfactory wall performance. Thus, the earth pressures on the walls will likely be between the "active" and "at -rest' conditions. If the on -site soils are used as backfill, we recommend design of below -grade walls using an equivalent fluid density of at least 50 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The recommended equivalent density assumes deflection; some minor cracking of walls may occur. If very little wall deflection is desired, a higher equivalent fluid density may be appropriate for design. Backfill should be placed and compacted as outlined in the Backfill section. SUBSURFACE DRAINAGE Water from rain, snow melt and surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a residence and collects on the surface of relatively undisturbed soils at the bottom of the excavation. This can cause wetting of foundation soils, hydrostatic pressure on below -grade walls, and wet or moist conditions in below -grade areas after construction. We recommend provision of a foundation drain around below -grade areas in the building. The drain should consist of a 4 -inch diameter, slotted PVC pipe encased in free draining gravel. A prefabricated drainage composite should be placed adjacent to foundation walls. The drain should lead to a positive gravity outfall, or to a sump pit where water can be removed by pumping. A typical foundation drain detail is presented on Figure 4. MR. BRANDEN COHEN 7 COHEN RESIDENCE PROJECT NO. GSO4777 -120 ...XL 4777.0001130Q Repoft%GSO4777130 R1Aoe SURFACE DRAINAGE Surface drainage is critical to the performance of foundations, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: The ground surface surrounding the exterior of the residence should be graded to convey surface water away from the residence. We recommend providing a slope of at least 6 inches in the first 5 feet around the residence in landscaped areas. 2. Backfill around the exterior of foundation walls should be placed as recommended in the Backfill section. 3. The residence should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. 4. Landscaping should be carefully designed to reduce irrigation near foundation walls. Irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of the foundation and should be directed away from the building. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the residence. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. LIMITATIONS Our exploratory borings were located to provide a reasonably accurate picture of subsurface conditions at the site. Variations in the subsurface conditions not indicated by the borings will occur. A representative of our firm should be called to observe conditions in the completed foundation excavation and confine that the exposed soils are suitable for support of the footings as designed. MR. BRANDEN COHEN 6 COHEN RESIDENCE PROJECT NO. GSO4777 -120 S ;%G$04777.000N2M2. RapoN1G504777120 R1AOe IF This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or implied, is made. If we can be of further service in discussing the contents of this report, please call. CTL I THOMPSON, INC. Craig A. Burger,, P.E. (5 copies sent) MR. BRANDEN COHEN 9 COHEN RESIDENCE PROJECT NO. GSO4777 -120 8;1G30p77.0W12OM RspmblG804777120 R1AW rJ y) Bmden Cohen Project No. GSO4777 -120 Exploratory Borings ii 'A \Q Fig. 1 Approximate Locations of 8660 8655 � F— 8650 c c 0 8645 W ":ME 8635 TH -1 EL =8652 TH -2 EL =8657 Estimated Footing Elevation TH -3 LEGEND: EL =8650 ® Very sandy cla "topsoil ", medium stiff, 8660 slightly moist, rown. Sand, clayey, medium dense, moist, brown. (SC) 8655 Grovel, silty, cobbles and boulders, dense, moist, brown. (GW —GP) Drive sample. JJThe symbol 12/12 L9 indicates that 12 blows of a 140 8650 W pound hammer's falling 30 inches were required 10 drive a 2.0 inch 12 O.D. standard #am pler 12 inches. 12/12 3645 °e Bulk sample f m auger cuttings. Drive sample. The symbol 12/12 indicates that 12 blows ppf a 140 pound hammer 8640 falling 30 inches were required to drive a 2.5 inch O.D. alifornia sampler 12 inches. T Indicates pro cal auger refusal. 8635 NOTES: 1. Exploratory bori gs were drilled on June 19, 2006 with 4 —in h diameter, solid —stem auger and a track —m unted drill rig. Exploratory borings were b Willed immediately after drilling operations were completed. 2. Locations and ovations of exploratory borings are approximate. 3. No free ground water was found in our exploratory borings at the time of drilling. 4. These exploratory borings are subject to the explanations, limitations and conclusions as contained in this report. SUMMARY LOGS OF EXPLORATORY BORINGS Fig. 2 Project No. GSO4777 -120 - - - - -- �... '6 S� F �5 A .rnFmwn cvr coot a e.nP ouP l / I I I mru/aP �0 p f .uanP F OGMAD.. PKf [ .rnFmwn cvr coot a e.nP ouP l / I I I nn ggnnp ARCHITECTURAL ABBREVIATIONS AF.F, ABOVE FINISHED FLOOR E,W EACH WAY LT. LIGHT SECT. SECTION ACOLI& ACOUSTICAL BLED. ELECTRICAL MFR MANUFACTURER SEW SEWER ADD, ADDENDA E.C. ELEC. CONTRACTOR MAIL. MATERIAL SHT SHEET AOJ, ADJACENT EL, ELEVATION M.O. MASONRY OPENING SVF. SHEET VINYL FLOORING AGGR. AGGREGATE ENG. ENGINEER MTL. METAL SHLV. SHELVING ALT ALTERNATE EQ. EQUAL MAX. MAXIMUM Sim, SIMILAR ALUM. ALUMINUM (EXGJ EXISTING MECH.MECHANICAL SL SLIDING APPROXAPPROXIMATE E.J. EXPANSION JOINT M.C. MECH CONTRACTOR SHI P. SOLAR HOT WATER PANELS ARCH. ARCHITECT EXP. EXPOSED MEO. MEDICINE STC SOUND TRANSMISSION A.SA. P. AS SOON AS POSSIBLE EXT EXTERIOR MIN. MINIMUM SPEC. SPECIFICATION BM. BEAM F.O. FACE OF MISC. MISCELLANEOUS SQ. SQUARE BRG. BEARING FIN. FINISH NOM. NOMINAL S.F. SQUAREFEET B.F.F. BELOW FINISHED FLOOR F.P, FIREPROOF N LC. NOT IN CONTRACT B.S. STAINLESS STEEL BET. BETWEEN F.P. FIREPLACE N/A NOTAPPLICABLE STD. STANDARD SILK. BLOCK FIXT. FIXTURE NTS. NOT TO SCALE STL. STEEL BSMT BASEMENT FLR. FLOOR O C. ON CENTERS STRUCTSTRUCTURAL B.T.U. BRITISH THERMAL UNIT F.D. FLOOR GRAIN OPNG. OPENING SUB. SUBSTITUTE BD. BOARD FT. FOOT, FEET OPP. OPPOSITE SUPPL. SUPPLEMENT RO, BOTTOM OF FTG. FOOTING ORN. ORNAMENTAL S45 SURFACED 4 SIDES BLDG, BUILDING PON' FOUNDATION OPP.H. OPPOSITE HAND SUER SUSPENDED CAB. CABINET FURN. FURNISH O D. OUTSIDE DIAMETER T.B.R. TO BE REMOVED C.L. CENTERLINE GAL. GALLON PTN. PARTITION TEL. TELEPHONE OLD. CEILING GA GAUGE D PENNY T.V. TELEVISION DER. CERAMIC GALV GALVANIZED PERF PERFORATED TEMP. TEMPERED CUR. CLEAR G.C. GENERAL CONTRACTOR PIAST.PLASTER TIN. THICK COO. CLOSET GL. GLASS PL-AS. PLASTIC TLT TOILET D. DRYER GFL GRADE PL PLATE TPH TOILET PAPER HOLDER W. WASHER GYP, W6. GYPSUM WALLBOARD FLEX. PLEXIGLASS T &G TONGUE & GROOVE COL. COLUMN HDWFI HARDWARE PLMB. PLUMBING T &B TOP AND BOTTOM LONG, CONCRETE HD. HEAD PLY. PLYWOOD T.O. TOP OF C.J. CONTROL JOINT HVAC HEATING, VENT &AC PROJ PROJECT TO.F.F. TOP OF FINISH FLOOR CONT CONTINUOUS HORSE. HORIZONTAL PROP. PROPERTY T TREAD COORD. COORDINATE HE HORSEPOWER Q,T, QUARRY TILE TYP. TYPICAL CTR. COUNTER HWH HOT WATER HEATER Ow. QUANTITY UG. UNDERGROUND CIS COUNTER SINK HT. HEIGHT R RADIUS UNGL, UNGLAZED C.F. CUBIC FEET MICE. INCLUDE R.D, ROOF DRAIN UNPIN. UNFINISHED D.P. DAMPROOFING INFO. INFORMATION RM ROOM U.N.O. UNLESS NOTED OTHERWISE DEPT DEPARTMENT INSP INSPECTOR R.S. ROUGH SAWN U.B.C, UNIFORM BUILDING CODE On' DETAIL I.D. INSIDE DIAMETER RCP REFLECTED CEILING PLAN V.I.F. VERIFY IN FIELD O,DIA. DIAMETER INSUL. INSULATION R.W. RETAINING WALL VERT. VERTICAL DIM. DIMENSION INT. INTERIOR PER REFER VAT. VINYLASBESTOSTILE D W DISHWASHER JT JOINT FIBER. REFRIGERATOR V VOLT ON DOWN JCT, JUNCTION Fi REINFORCE W.M. WALL HYDRANT OR. DRAIN KIM KILOWATT HOUR REBA REINFORCING BAR WIC WATER CLOSET DWG, DRAWING LAB_ LABORATORY RESIL. RESILIENT WP. WATERPROOF EA EACH LAM. LAMINATE READ REQUIRED WT. WEIGHT LAM LAVATORY R RISER WWF WELDED WIRE FABRIC RO. ROUGH OPENING WDW. WINDOW SAN. SANITARY VV/ WITH W/O WITHOUT WD- WOOD Vii WORKING GENERAL NOTES 1. The AIA document A201 'General Conditions of the Compact fa Consbuci on". latest edition or other contraU between Owner and General Commaoq are hereby made a pan of these Contraq documents, e:rept as amended herein. One Copy to be forwarded to ardtTecl. 2. The conbad dorments consist of Ble Contact for Consbucuon, the general notes, the spedfirations, and me drawings, ka lCh are cooperative and Continuous. Work indiosted or reasonably Impare in any one of the documents shall he supplied as though fully covered in all Any discrepant., between We different pads should be reported to the architect immediately. 3. All work shall comply with all state and local codes and ordinances and shall be performed to Ire highest Standards of craftsmanship by journeyman b! the appropriate trades. 4. These documents are intended to include all labor materials, equipment and services required to complete on is turnkey basis all work descrbed or implied herein. R is lore responsibility of the contractor to bring to the attention er the architect any conditions, "led will not permit constnomon cording to Ire intentions of these documents, It is the maponslblli y of the ammteet to provide details anNor directions regarding design intent where it Is required for constmdian. 5. Any materials proposed for substtution W Nose specfied or called out by trade name in these documents shall be presented to the arohnel for review, The contragor shall submit samples when required by the arcbiteU and all Suds samples shall be reviewed by the architeq before the work is Renonned. NAM must conform 1. the reviewed samples. Any vok whi h does not come. shah be removed and replaced with work wNch wnfomis, at the con ragors expense. SuRcontractom shall submit requests and samples for review through the general conhagor when work islet through him or her. Required venfica400s and submidals are to be made .n adequate Mme as not to delay work in progress, 6 All requests for substitutions of items specified shall be submitted in Writing to the archileq and will be Considered only if better service fadlitates more advantageous Mi isery date or a lesser Free with pretlit to the Client will be provided without saol8dng quality, appearance, and/or function. Under no dmumstanes will We arhitea be required to prove that a produU proposed for substitution is or is not W equal quality to We product spedfied. 7- All work shall be erected plumb and hue to line in accwdante with best Practices of the bade and marefaUurers' recommendations for the ponialar item. 8, Shop drawings shall be Submitted to the amhiteU for his or her review curare called fa anywhere in Wese documents, Review snail be made by Me architect before work Is begun. and work stall mnfonn to We reviewed shop drawings sub)eot to replacement as required for samples in Paragraph 5, above. 9. The building mspeUor shall be nobfied by We contractor when the, is need If Inspection as required by We uniform building apple or by any local C'ned or ordinance, t u. The contractor shall be responsible for the safely and rare of adjacent oropenies during Construction for compliance with federal and Rate OSHA regulations, and for We protection W all work unfit it Is delivered completed to the owner. ARCHITECTURAL SYMBOLS SYMBOLLEGEND rL TO PLY TOP OF ELEVATION 100' -0' - - —QA —- I XXX O EXISTING CONTOUR NEWCONTOUR BUILDING ENVELOPE PROPERTY LINE CENTER LINE HIDDEN LINE BREAK LINE DETAIL NO. SHEET NO BUILDING SECTION WEET NO. ELEVATON SHIM NO ROOM NAME ROOM NUMBER DOOR MARK WNDOW MARK NUMBERED REVISION MATERIALINDICATONS EARM COMPACTED FILL POROUS FILL ® UNDISTURBED SOIL CONCRETE D CAST O GROUT MASONRY CONCRETE BLOCK ® BRICK STONE METAL ® METAL ROOFING STEEL INSU ({]ly 6ATT RIGID FINISHES O GYP BO O CARPET ® CERAMICTRE ® STONETILE �di�dddtlddl ACOUSTICALTILE ELEVATION MATERIAL INDICATIONS O PLASTER /STUCCO EXTERIOR STONE VENEER TILE SHINGLES ® RIVER ROCK AS SOD ® FINISH ® ROUGH ® BLOCKING GLU -LAM PLYWOOD r i dimensons noted lake precedence over sGdled dimensions, Detailed drawings take precedence aver Smaller scale drawings, 12. ConFeCtor shall verify and coordinate all openings through floors, ceilings and walls with design drawings, and struqural, nrorhanical. plumbing and Ne Cheat systems. 13 Commactore ill assume respa lbllily for Items sequin ig coordination and msowrron during the bidding process. 14. Contractor shall vent' ail space dimensions as shown with adstmg job '_'Onditions before starting CpnsWUion, Conlregor shall, when work is Installed orexins ing finishes are disturbed, refinish Such as to math .,Song. 16 The Contactor shall check and veMy Contra documents and field ^ndibrms for accuracy confirming that all work is buildable as shown before proceeding wiW consWdion_ K Mere are any questions regarding Mesa or other coordination questions, the Contra dor is responsible for obtaining darif2tien with We architect before proceeding with work or related question. '7. Any questions regarding rudiment ofhe drawings or sperNestars a re to be danfed with the arhdad before ordering materials or proceeding witbthe work in question or related work. 18. All items are new unless called out as - existing ". 1g. Any disompaodes i n dimensions or conditions to be Immediately brought to the attention M the architect, Cc- hen Residence West Entry View _ DRAWING LIST A 1.1 INFO SHEET A 1,2 SCHEDULES A 1.3 F.A.R. PLANS SURVEY A 2.1 SITE & CONSTRUCTION MANAGEMENT PLAN A 2.2 GRAOING. DRAINAGE & EROSION CONTROL PLAN A SA CRAWL SPACE PLAN A 32 MAIN LEVEL FLOOR PLAN A 3,3 ROOFPL4N A 4.1 EXTERIOR ELEVATIONS A 4.2 EXTERIOR ELEVATIONS A 5.1 BUILDING SECTIONS A 6.1 TYP. WALL SECTION A 62 HYDRANT DETAILS S 10 GENERAL NOTES S IA FOUNDATION PLAN S1.2 MAIN FLOOR FRAMING PLAN S1.3 ROOF FRAMING PLAN S2.1 DETAILS PROJECT DATA PROJECT LOCATION 8901 WOODY CREEK ROAD, PITKIN COUNTY, COLORADO OWNER BRANDEN COHEN 11258 HIM 133 CARBONDALE CO 81623 T 970618.0039 E: brandencohanillhughes.nat ARCHITECT GREEN LINE ARCHITECTS 65 NORTH 4TH STREET, SUITE 5 CARBONDALE. CO 81623 T. 970.963.6689 F: 970.963.0265 E: snovy�grcenlinearchitectscom STRUCTU & MECHANICAL ENGINEER RESOURCE ENGINEERING GROUP. INC. PO BOX 3725 CRESTED BUTTE, CO 81224 T. 970349.2119 F: 970.3491218 E: hasz®reginc.com E: dodson (Mraginc.com GENERAL CONTRACTOR RUSIN CONSTRUCTION TOM RUBIN T. 970.6182057 ACOUSTICAL ENGINEER D.L. ADAMS ASSOCIATES. INC. 1101 BOULDER STREET DENVER, COLORADO 80211 T: 303.455.1900 F: 303855 91.87 SEPTIC DESIGN ALL SERVICE SEPTIC, LLC P.O. BOX 2844 GLENWOOD SPRINGS. COLORADO 81601 T: 970.618.5033 F: 3032162796 LIGHTING DESIGNER RISING SUN LIGHTING 40 SUNSET DR. Al BASALT, COLORADO 81621 M 97Q927.8051 F: 970.927.3635 65 N. 4th Street Carbondale, Colorado 81623 970.963.6689 p 970.963.02651 W U oo Z oQ W Wo Q Y 0 LU O LU vJ W C) F � fr O z o o W Z I �2 O C U GO a 'A �pf ya i1HM_ HUM County MA Y 07NM &HEET r ITIL fie^ IoBme�nt O SHEET 1 y . All � ienwaod Springs i EM ` u / / / / / m / h n y 5' t a7arDl_ a - -lT r `v Q / / / / j / / i / / LOT I SAVER CREEk SUbdIVISION SITE SURVEY SEATED IN THE WOODY MINING DISTRICT - MIN COUNTY- COLORADO B D 0 A' Cel M s'. s ;, 9 3 T2 2 I A ` y A LEGEND 6 NOTES LINE TABLE % / S g • FOWID Still MONUMENTS SET BY N +., '� WHITE. L2 N30'44'34'V 44.75 O.ED. SURVEYING SYSTEMS LS 16413 Sno6mzs, SCALE IIN -50R y ALUM. CAP SET BY FOREST SERVICE LS 7235 L5 rv1:70116'E 23.38 0 50 100 150 • FOUND CRYSTAL ROCK SET FOR CUTN CORNER 5 \ Lneal Units used' an this plat ore US Surny feet. e Poil POLE six LB N28 55101'V 1940 / \\ SiOrWY ORENIED WIN FOUND MONUMENTS m' +.c L9 01'5F35'E 40,18 / xoM.e DENOTES BUItOING UNE DENOTES BOUNDARY LINE 7P DENOTES MINING CLAIM LINE M s'. s ;, 9 3 T2 2 I A ` y A e R 0 \ 0 X C T s \� � I a CL h° II a � r Is '8s l // LOT 1 361537 4 S0. R. 6.47 ACRES r ✓65. GSM _ � / ro xe sp e � - t 9sr SURVEYOR'S CERTIFICATE 4 Dated N Morel; bang a Reglatmed Lane Surxeym 291 • — • — DENOTES OVERHEAD POWERUNE n The State o Cobrado, a hereby certify that No 1 / '� N6670'2 mop of existing canditlans was prepared by me and hj 8 966 uhdm my suprMsim M1am surrey made by me and undx my wps r ya 1 ^ision ' July 2007 and that W A Sroea >' both the whey and mop are Il and Raou a 1%41 F I, to the beet of my knowledge and belief. d Swno 30111` / DESCRIPTION. LOT I Do SLYER CREEK SUED ITSION Doted M. Mari; as J0111 / M bl ant PIMIN COUNTY. LIX ORADO Bel s me based on the North She (line 10 -11) of the Alpine Lode / \ / (JAS No. 678 3) bean N69'36'W IF r3 i 87 i 7 / / / / / b / / j t / / / occeea rood _ -/ / / i 2 / mw� � / / o R e — / V 1u / 2 / I / i / / I CONSERVATION / EASEMENT \ LOT I SLYER CREEk SUbdIVISION ! SITE SURVEY x41 % 1e SITUATED IN THE WOODY MINING DISTRICT - PnMN COUNTY COLORADO SITUATED w SECTIONS 23 ! 24 IBS R84W. 61Y P.N. FOR: Q SURVEYED BY: RY SO Lee! LTa1te NMtnb•' A, nc LMmeo Sir SURVEYING DRANK BY: MEN „ SYSTEMS Inc. ACAD Ip: L.rra.arra. SCALE: t01B COLD APE. !.RAND .NNCROI I IN - ^ SO IF COLORADO 81501 SHEET NO. 464 -868 DATE: 3/113006 (970)341-2370 FII 201 - �" xaoey'` LINE TABLE % / S g LI N04 4602 / { +., '� WHITE. L2 N30'44'34'V 44.75 1 Sno6mzs, L3 NOB'15'31'V 7625 L4 N67 32'59'V 17.29 / L5 rv1:70116'E 23.38 ' 1 ; Al ZONAL L6 N46 47'31'V 2089 5 \ L7 N05'12'29'E 43.96 1 / six LB N28 55101'V 1940 / \\ C vw m' +.c L9 01'5F35'E 40,18 / llll- L10 NO4 3862 e R 0 \ 0 X C T s \� � I a CL h° II a � r Is '8s l // LOT 1 361537 4 S0. R. 6.47 ACRES r ✓65. GSM _ � / ro xe sp e � - t 9sr SURVEYOR'S CERTIFICATE 4 Dated N Morel; bang a Reglatmed Lane Surxeym 291 • — • — DENOTES OVERHEAD POWERUNE n The State o Cobrado, a hereby certify that No 1 / '� N6670'2 mop of existing canditlans was prepared by me and hj 8 966 uhdm my suprMsim M1am surrey made by me and undx my wps r ya 1 ^ision ' July 2007 and that W A Sroea >' both the whey and mop are Il and Raou a 1%41 F I, to the beet of my knowledge and belief. d Swno 30111` / DESCRIPTION. LOT I Do SLYER CREEK SUED ITSION Doted M. Mari; as J0111 / M bl ant PIMIN COUNTY. LIX ORADO Bel s me based on the North She (line 10 -11) of the Alpine Lode / \ / (JAS No. 678 3) bean N69'36'W IF r3 i 87 i 7 / / / / / b / / j t / / / occeea rood _ -/ / / i 2 / mw� � / / o R e — / V 1u / 2 / I / i / / I CONSERVATION / EASEMENT \ LOT I SLYER CREEk SUbdIVISION ! SITE SURVEY x41 % 1e SITUATED IN THE WOODY MINING DISTRICT - PnMN COUNTY COLORADO SITUATED w SECTIONS 23 ! 24 IBS R84W. 61Y P.N. FOR: Q SURVEYED BY: RY SO Lee! LTa1te NMtnb•' A, nc LMmeo Sir SURVEYING DRANK BY: MEN „ SYSTEMS Inc. ACAD Ip: L.rra.arra. SCALE: t01B COLD APE. !.RAND .NNCROI I IN - ^ SO IF COLORADO 81501 SHEET NO. 464 -868 DATE: 3/113006 (970)341-2370 FII 201 - �" xaoey'` C It S g v ZZ- { +., '� WHITE. > tot Peak Sno6mzs, Pill &F1 M E R ' 1 ; Al ZONAL ToRE�:fi viu.in %1.1h 1 4_... -� - - -- -------- . - ._. _ n line 9ree i - �8 - - _i • /i/ //�1� -'� / �'``\ /' /' //' /// //' / 1 I �/ /' \ \ 1 \ I \ I 1 1 1 I ' 1 1 I I 1 II 11 I I I I 1 \ \ \\ I II I I 1 \ \\ \ \ 11 \ \ \ 1 65 N. 4th Street CPD _"?o ,_ 1 \\ \ \\ \ \ 11 \ \ I \ Carbondale. Colorado 81623 R.{CdL- TO EMA& — �_. / / / / / // / I ` \ \\ \ \\ \ \ \ \ \ \ ♦♦ 970.963.6689p , IM f / / / / / / I 1 \ \ \ \ \ ♦ \ ♦\ ` ♦ ♦ ♦ 970.963.0265 f BOULDER -' /, tF�• __ �� — _- - LNG / / 11' I 1 1 \\ \ ♦♦ ` \ JQ ♦♦` \\ .(MAX 4�HI�L'' /' BUILDING /' / ' / / I 1 I \ \\ ♦\ `\ \\ `\ \\ �\ i 1 \ f : ./' / _ _ _ ' / ENVELOP �.�.�.��2/ �.._. >.� -�. ' .�. / / - \-- -�, ♦\ \ ♦ ♦♦ ♦ ` `` / -�- 10 'BOULDER _____ _ ' , . ♦ M1 ♦ ♦ \ ��/ ..�' / — /// —_ _' 0 _• RETAINN WALL 1 lom UL — i' � /' / — —. 1: STRUC WITERTANL �' 1.� ���.�.`�. / r �� /� - - - PROPOSED CONTOUR LINE .- r - - -- -; -__ - -'4 I \\ `.\ _\ •��•`` -\ - ___ -__ ' - _r - -_ __ 4.182008 RUZENG PERMIT SET ' , - I - -� / 1 ` •` 7 . ` r :J_, —. �� Il'' ' <_ x $(10]00 &DG PERMIT RESU9MTTAL �1 GRADING DRAINAGE & EROSION CONTROL PLAN - -__ / �: 0 - - - �-3 -' - - EROSION AND SEDWEMATION CONTROL NOTES 1. GRADINODRIWNG, CLEARING, BACKFLLING, SOL STRAPPING OR PNY OTHER FORM OF EARTH MOVING SHALLNOT COMMENCE UNTILPRKIN COUNTY GRADINGIEXCAVATION FERMI HAS BEEN ISSUED 10. THE CONTRACTOR 6HALLSE RESPONSIBLE FOR CORRECTING ANY ADVERSE IMPACTS THAT OCCUR TO NEIGHBORING PROPERTIES THE CONTRACTOR MUST OBTAIN PERMISSION FROM LAND OWNERS PRIOR TO ENTERING THEIR PROPERTY Z THE C ONTRACTOR SHALL RENEE OR MODIFY THE EROSION MV SEDIMENT CONTROL MEASURES AS REQUIRED TO ELIMINATE SEDIMENT DISCHARGE, OR OTENTUL SEDIMENT OSCHggGE FROM THE SITE 14 AWAEROBCE SHrLLL BE AVAILABLE ON5ITE DURING CONSTRUCTION ACTIVITIES, AND UTI42EO TO MINIMIZEFBRIVE DUST PLTEgNATIVEBMPb MAYBE REQUIRED IF INITII�LATTEMPT9 MARK DATE DESCRIPTION ME 3. A COPY OF THE GRAOING� CAVATION PERMIT, APPROVED CONSTRUCTION BMP PLAN INSPECTION REPORTS AND SWMP LL . ASAPPUCABLE, SHASE KEPT ONSM ATALLTIME6. UQ=CM5FUL TO SUPPRESS DUST 4 ACOPTOFTHEGg tNCJEXCAVATIONPERMIT APPROVEDCONST MTIMWPP.S,lN PECTI.NRE RTSPNDb AP.AS PLICMU.$HALLBEKEPTON ATPLLnMES 15 SURSPACE WATER, ALL CHEMICAL OR HAZARDOUS MATERIAL SPILLS. INCLUDING CONCRETE WASHOUT WATER WHICH MAY ENTER WATERS OF THE STATE OF COLOR WHICH INCLUDES SLIME NOT UMMID TO ENVIRONMENT(CO HEUPER G 1.. AND PYBN COUNTY RELEASES IF M PRODUCTS AND CERTAIN M HAZARDOUS SUBSTANCES LISTED UNDER TH ALLAREAb RE FEDERAL CLEAN WATER ACT Bl OFF PART GRADING, 5. ILAM NDMENTS MAY I SEED ING SMALLBE PROPERLY AMENDED WITH THE SPECIFIED AMOUNT NATIVE TOPSOIL FROM THE SITE PNATIVE TCP601LFOMTHE SITE I6 NOTgVNUBLE, 116) MUST BE REFORTEDTOTMNATIONALRESON6ECENTERMOTHECO E SPILLS THAT POSE AN IMMEDIATE bAFTY HAZARp SHALLBE REPORTED TO SIT. TOP601LANDAR 901LAMENOMENTS MAYBE IMPoRTEO. DRAINAGE & M' ONSITE 6. 9OLTHAT I GTO TECOIL HALLBE UIREME EOWITH SILT FENCE AiTHE DISCRETION OFTHECOVNTYS INSPECTOR . IFTHE bOILISTO REMAIN EXPOSED FOR MORETHEN 300AYB. IT SHALL BE SEEDED 16. ANING T AND EQUI PMENT RES MAY TE WASHOUT LOCATION ON THE JOB SITE, THE DISCHARGE OF CONCRETE CONCRETE EROSION CONTROL 0 MULCHED A CCORDI N G TO THE COUNTT6 REOUWEMEMb. CONCRETE CRETE W WATER ON ANY OTHER WATER ON ANY OTHER ER BUILDING MATERI NATERIALTHA THAT MAY N IMPACT NEGATIVELY IMPACT WATER ATER GUALITT IS STRICTLY PROHIBITED 7. ALL INRIALSTAGE BMPS MUST BEINSTNJPD ON SITE PRIOR TO ANY GRADING, GRILLING CLEARING EXCAVATING. BACKFIWNG, TOPSOIL STRIPPING OR ANY OTHER FORM OF EARTH MOVING. DESIGNATION CF 1T. VEHICLEAND EOUMMENTWASHINGiD EGREASING I6 STRICTLY PROHIBITED ON THE JOB SITE PLAN INRIALSTAGEEMP6MI BEIOEMIFIMATTHEPRE -0ONSTRUCTIONMEETING. 1B ALLCONSTRUCTION BMPS SHALLREMNN IN PLACEAND PROPERTY MAINTAINED UNTILALL LANDSCAPING HAS BEEN INSTAUFD AND THE DESIRAB VEGETATION HAS REACHEDAPoIM IN WHICH 8 ANY LAND DISTURBANCE THAT REMgIN61NACTIVE FOR MORE THAN I4 CONSECUTIVE DAYS MUSTRECIVE SURFACE ROUGHENING. EROSION AND SEDIMENTATION IS NO LONGER ACONCERNAS DETERMINED BY THE COUNT'S INSPECTOR. 9. My LAND DISTURBANCE THAT REMAINS INACTIVE FOR MORE THAN ONSECUTryE DAYS MUST RECNE SURFACE ROUGHENING. SEEDING. MULCHING, AND CRIMPING. 19. SEEDEDAREASSHALLBEEVN. JAMICAFTER ONE GROWING 6EAWNTO MTERMINEVMETHERADOITIONALMAINTENM' CENJWOR WEEDCONTROLWILLBE REQUIRED. ACCEPTANCE OFSSEMI) E MEMS ERMESECONOGROWINGSEA6 pNSHALLBPENDUPONWHETHERASATMFACTOWSTMDCFOQEASSISDERNEGASADENSEMIFORMSBFACEOFGRA66WRNNOMR GREATERTHMJ o A 2.2 10 ANY EROSION M ON D SEDIMENT CTROL BMPS THAT ARE FOUND TO BE DAMAGED OR IN NEED OF MAINTENANCE OR REPLACEMENT DURING INSPECTION PERFORMED BY THE CONTRACTOR SHALL BE REPAIRED THEN ONE SQUARE FOOT THAT IS BARREN OF DEARA VEGETATION. MSIRMM VEGETATION DEFINED TO MEAD PREDOMINATELY WEED FREE p O EC IMMEDIATELY 20 NATURAL VEGETATION SHAL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. POSURE GF SOIL TO EROSION BY REMOVAL M OR DS1rURSCE OF VEGETATION SMALL BE LIMITED TO THE AREA r 11 ALL CONSTRUCTION TRMTIC MUST EWER AND IXI THE SITE THOUGH THE APPROVED ACCES PoINT ISI OEUNEATED ON THE ME CONTROL FLAN A VEHICLE TRACKING CONTROL PM I6 REQUIRED AT ALL REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS � MPROYFD ACCESS PoINTS TO THE SITE. 21 MY SETTLEMENT OR SO IL ACCOMUUTION6 BEYOND THE UNITS OF CONSTRUCT ION DB TO GRADING OR EROSION SHALL BE REPNRED IMMEDUTELY BY THE CONTRACTOR. THE CONTRACTOR 12 NO PERMANENT EARTH SLOPES GREATER THAN 31 ME M10WEO SHALL BE HEID RESPONSIBLE FOR OBTAINING ACCESS RIGHTS TO ADJACENT PROPERTY IF NEEDED, MD REMEDIATIM MY MVERBE IMPACTS TO ADJACENT WATERWAY S. WENDS, PROPERTIES, ETC RESULTING FROM WORK COME M PART OF THIS PROJECT TU RE SHEETS M AP � 9 SHEET 6 SHEET 7 SHEET _ I�I llpl�llllq�� 611ppIII�IIII NIIIN111111111191111ppIIRIIIIRIIppIIIIIIIIIIpIIIIIIIIIIpIIIIIIIiIIIIIIIIpppIIIpIIIIpIIIIIIppppllllppllllllllllllllplllllillll i lllllllpplN111011119111AI�pIpIIIIIIIIIIIIpIIIIIIIIIIIIIIIIIIIIIIdIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIpIIIIIIIII IpIIIIIIINIIIIIIIIIIIIpllpllll u IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I l — _.. � I i lmWl © InIDI �nlnlllllll � �►^ � - .. .. _ „ R I � 19h�� ��II llii II I�III , I � �ii'i IV�IIIq E mi � III: � -�- � �����I��I, �� �� ,.,��,_.�.__�_,_ _ ► `�� ♦y�O O"`�fle ` `J "` a`+ �. v J`�� �y`�� ♦� aJ�_�♦ V` `J` S O ` ` ��. "` ``J OJT\. ` "� `� `' ♦ `' v v �� /CTr•LA��� • .J .. �. � � m � .� A . aRL .J � J` a`��i.�5v / / /.S "�� �`��`���H /a �iisw�io..o..._;���1: \4 I — iT EXTERIOR ELEVATION 1. = 1. -- - - vvdv to - - - rti Fib — Z6"STONEO — — ro3rze C�MEC tEO canoe �wu EXTERIOR a m U 65 N. 4th Street Carbondale, Colorado 61623 970.963.6689 p 970.963.0265 f w Uoo Z oa W 'o Q Y J _ W � (n w U W U F > cr � z W � Z = o Y F O 0 d 00 ( 9 :.TSET EXTERIOR ELEVATIONS A 4.1 SHEEr9 - �r A 6.1 SHEET 12 r _ ' > ° ... /