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Application-Permit
I Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co . 81601 Office :970·945·8212 Fax: 970-384-3470 Inspection Line : 970·384-5003 Building Permit No. 10960 Parcel No: 2395-134-06-030 Locality: Aspen Glen Fig #7, Lot H30 Job Address: 0038 spring loop , Carbondale Use of Building : s/f on crawl space w/cov patio & att garage ------------------~----~----~--~~---------- Owner: Virgili, John & Marianne Contractor : Crawford Design build LLC Fees : Plan Check: $ 1,508.62 Septic: Bldg Permit: $ 2,320.95 Other Fees : Total Fees: $ 3,829.57 Clerk: _jJci{lu Date : 5/29/2008 I GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8lh Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line : 970-384-5003 www . garfield-county.com Parcel No: (this information is avai lable at the assessors office 970-945-9134) 2 3 4 5 6 7 8 Use of Building: 9 Descri be Work: 10 Class of Work: New o Alteration o Addition I I Garage: Septic: o ISDS 12 Driveway Permit: Owners valuation of Work: $ I NOT ICE Alt Ph; ct4~ £(4-~ AltPh: <i?o q,)l Alt Ph: No. of F loors: ~ommunit Authori ty. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, mu st be provided with this Application. Legal Acce.~s. A Building Permit cannot be issued wi th out proof of le gal and adequate access to the propeny for purposes of in spections by the Building Department Other Permits. Mu ltiple separate permits may be required : (I ) State Electrical Permit, (2) County ISDS Permit. (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Aceess or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and voi d if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement CERTIFICATION I hereby certify that I have read this Application and that the informati on contained above is true and correct I un dersta nd that the Building Department occepts t11e AppUcation, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department In consideration of the issuance of the Building Permit. I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknow ledge that the Building Permit may be suspended or revoked, upon notlce from the County, if the location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant permi ssion to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the Building Offi cial from: (I) requiring the correction of errors in the submittals , if any, di scovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law . Review of this Application, inc luding submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies . As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulati ons rest with me and my authorized agents, including with out limitation my archi tect des igner, engineer and/ or bui lder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: S z)o<tJ DATE STAF F USE ONL Y Special Conditions: Adjusted Val uation: Plan C h eck Fee: Permit Fee: q ~ Manu h o m e Fee: M iscFees: 33b \~ 8' ~C) \$'0~~'1-')..-:> c?-0 ry rf ISDS Fee: Total Fees: 1 Fees Paid: Bal ance D ue: roq&J ate: ISDS No & Issu ed Date: 4 3~~q) I <5>c4 . 9. ?J J--3:i~ S"1 (bmmun~ Set backs: OCCGr ou p: ConstType: Zoning: :Jr2C ~\)b BLDG DEPT: PLNGDEPT: AYPR~ ~ ~-a~--o&-APP~ ~ S --~r .. ov-"·' DATE T\.4 ,....,...._ The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Pennanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road . 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls , ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all me and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE · ABOVE ITEMS HAVE BEEN COMPLETED . .. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. DATE VALUATION FEE DETERMINATION Applicant Address Date -:;V~ir~il'-:i --,;----------Subdivision 38 Spring Loop Lot/Block .:;:5';;/2:'::8':':/2:;,0";!0:C8 =X---------Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Covered Open Type of Construction: Occupancy: Valuation Total Valuation 2810 sf 1085 sf sf sf X $74.68 3895 sf sf X $41.00 sf X $33.68 950 sf X $18.00 2810 sf X $9.00 120 sf X $24.00 sf X $12.00 Commercial sf X sf X sf X sf X sf X sf X Aspen Glen H-30 Crawford Design 290,878.60 0.00 17,100.00 25,290.00 2,880.00 0.00 336,148.60 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. l'lillllle review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (1 0) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. · 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 3 6 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of ~e2ilding envelope as it is shown on the final plat with the proposed structure located within ~nvelope. Y esc__:_ __ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. • / · Yes _ ___::v __ 3. Does the site p~an inc! de when applicable the location of the I.S.D.S. (Individual Sew. age Disposal System) and distances to the property lines, wells (on subject property and adjacent properties)., ams or water courses? Yes ___ _ 4. Does the site plan)fidicate the location and direction of the County or private road accessing the property?/ Yes. ____ _ 2 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal govermnent or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agencies/ Yes 1bL_ 6. Do the plans in~lude a£ undation plan indicating the size, location and spacing of all reinforcing steel in accordance · the IRC or per stamped engineered design? Yes ----- 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances reqyir(cl between wood and earth? Yes ~ No _______ __ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? / Yes ~ No _______ __ 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds p7r s are foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes. __ __,'----- 10. Does the plan inclu~· building section drawing indicating foundation, wall, floor, and roof construction? V Yes. ______ _ 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joistS'or trusses? Yes·---,--"'v __ __ 12. Does the building sec · n drawing or other detail include the method of positive connection of all columns and b s? Yes. ___ ~-------- 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? uilding height measurement usually not to exceed 25 feet) Yes ---!7"---- 14. Does the plan include any stove or zero clearance fireplace planned for installation including make and model andflol'orado Phase II certifications or phase II EPA certification? Yes V No · 3 15. Does the plan include a masonry frreplace including a frreplace section indicating design to comply with the IRC?/ Yes !L_ No ______ _ 16. Does the plan includ a window schedule or other verification that egress/rescue windows from sleeping rooms d/or basements comply with the requirements of the IRC? Yes. __ __...,,__ __ 17. Does the plan in~clude a window schedule or other verification that windows provide natural light and ventilation for habitable rooms? Yes. __ _:_ __ _ 18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; slid~g j\lass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for ~e areas? Yes No ______ _ 19. Is the location of all ~al and liquid petroleum gas furnaces, boilers and water heaters indicated on theplan? ~ Yes. _____ _ 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision pro ss, are building plans in compliance with all plat notes and/or covenants? Yes. __ ~'--- 21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been revie ed by the Building Department prior to any action by the HOA that requires either revocation or bstantial modification of the plans. Yes'--""---- 22. Will this be the om{;esidential structure on the parcel? Yes v-·-No Ifno-Explain:. ______ _ 23. Have two (2) co ete sets of construction drawings been submitted with the application? Yes ---'-L--- 24. Do you unders•~at the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? y es _ _,\"--7-p.uu-"_ 4 25. Have you designed or had this plan designed while considering building and other construction code requiremeL Yes 1 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone districY' Yes \ 27. Does the plan accurately indicate what you intend to construct and what will receive a fmal inspection by the Garfiekis;ounty Building Department? Yes uL 28. Do you understand that approval for design and/or construction changes are required prior to the application wfuese changes? . Yes 1L_ 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road lmnaet" or "Septic System" fees required, at the time you pick up your building permit? Yes._""V __ _ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to384-500~ Yes ,L_ No _____ __ 31. Are you aware~~~ ~esting inspections on work that is not ready or not accessible Will result in a $50.00 re-~non fee? Yes --------- 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? /. Yes 1 33. Are you aware~at the eimit Application must be signed by the Owner or a written authority being given for an A t and that the party responsible for the project must comply with the IRC? Yes · 5 34 . Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable insnecti.At( Yes V ---· ----------------- 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParceVSchedule Number for the lot you are applying for this permit on prior to submittal of a building permit apoli6l'tion? Your attention in this is appreciated. Yes V ---------------- 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? ~ Yes (please check with the building department about this requirement) 37. Do you under~tand th t if you are planning on doing any excavating or grading to the property prior to issuance of uilding permit that you will be required to obtain a grading permit? Yes · 38. Are you aware that if u will be connecting to a public water and/or sewer system, that the tap fe es have to be paid d the connections inspected by the service provider prior to the issuance of a ccupancy? I . hereby acknowledge that I have read, understand and answered these questions to the best of my ability. 5/ z/ ofJ Sign ture o Owner Date Phone: q7o 94-~ Cfltg I (days); q 70 q4% q 4-<3 1 (evenings) Project Name : V\ Ur \1-.\ fu \V LN Cl Project Address: OfJ 5WtnJG-t..oo P, As ow GLf.rJ 6 Notes: If any required information is missing delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqDec2007 7 PLAN REVIEW CHECKLIST Building ~gineered Foundation ~Driveway Permit £)(¥ _Jsurveyed Site Plan ~Septic Permit and Setbacks ~Grade/Topography 30% ~ __dAttach Residential Plan Review List _J Minimum Application Questionnaire ~Subdivision Plat Notes _V _Fire Department Review 2valuation Determination/Fees _j_Red Line Plans/Stamps/Sticker k Attach Conditions ~pplication Signed ~lan Reviewer To Sign Application .j"' Parcel/Schedule No . ~ 40# Snowload Letter-Manf. Hms. ~ Soils Report GENERAL NOTES: Date __ __.5'--r--":J:<--.:<...~---0_0 __ Planning/Zoning ~roperty Line Setbacks v{Oft Stream Setbacks ~Flood Plain /Building Height ~oning Sign-off ~~ad Impact Fees ~HOA/DRC Approval ~Grade/Topography 40% _J_Planning Issues ___}subdivision Plat Notes Division ofRegistrations VIew Permit 651495 Requastor Site Inspections Inspected Dale 02106/2009 l!1L1.5/200$ 1010912008 Division of Regi$trations Company Name:; GRIZZLY EL~CTRIC ' Fir51 Name: !CHAD Last NBm$; J EWELL I Address:; P, 0. eox ZZ91 ' Cky:! BASAL T State: ;co Zlpoode: i 8 1621 Phone:!< 970) 927·8006 f'ax:; ( ) · Email Add I.$$: 1 onz.zlyj@roiMI Uoonso Number:: 4893 Property Type:· PRIVATE Property OWner: ;.vi RGILE! Job Site Address: I 38 SPRING LOOP City: i CARBOND ALE State: ico ' Zipcode: :6 1623 County: iGARF15l D Power: jXCEL -CARBONDALE Building Type: i RESIDENTIAL Construction Typa: iNEW Mi•e Conslructon: : ReSIDENTIAL NEW Square Feet: ! a goo ' " Type ,. Shltu• ' FINAL ACCePTED FINAL ' ACCEPTED PA L ROUGH IN i ACCt;PTEO " i I ~ ~ I 'RTIAL ~ ~ ' Page I of2 I I ! ; ht!Ds://www.dora.state.co.uslpls/reill/ep weh petmit ~ui.show r,Lac?o tt~cr tvcc=EL.E~"'T.t. 719!2Q09 a,t'd 8U£9L8<l.Lb~:Ol £09!>!.260.1.6 ·::JO!lSI:j 30t;1J.L .L1SISi;j8:woi,J .£:0t 60~?'-6<1-ln£ " Division of Registrations Status/Actions Permit Number. 65 t 495 Type: ELECffiiCAL Status: CLOSED Openort:1 07/18/2008 Expiration Date:' 07/18/2009 Closed: 1 02/CISI<OOS Repl~ces: I NONe Replaced Sy: 1 NONE _._ __________ ,_ ............. -·--···· .. ··~"" ....... '!""<'--··"·"'-----·---,.· ' J..JLU i • Questions? Chock out the D.e.6aiii.OJJs.Page or!,Eteru~enlly.A•ked Qucstlons~FAO). • Please take our Survey to tell u.q ~1\0\;t your dxpenence with th~ online pe its site. ' : ! Page 2 of2 E..I.Homo Pag~ II .!!.llltJ:l a.l'age II QeP.artm~n!J:to.rj).eJ~age Plivacy_8.\Ql~•nt 1 Oiool~l.ro~ · Top f Pago hr;h'lji;;I.Aeimnta; e:-mill I lnfmnatlon~czcl1n.:trogy Ml',llnn I https://www.dora.state.co.us/pls/real/ep w~h.Jlernlit .Yui.show p~gc?p uuer type=ELECT... 7/9/2009 2/2. d 81.1.S91.811lL6': O.L -£11l8t>Z~01.6 ':SOSSI:j 30~~J. J.l~l:l8 ;LUOJ.:I t£: liH 6082-60-ln£ \ Mid Valley Metropolitan District 0031 Duroux Lane, Suite A • Basalt, CO 81621-9357 Phone: (970) 927-4077 • Fax (970) 927-1017 Business Hours: Monday-Friday, 9:00a.m.-3:00p.m. APPLICATION FOR WATER AND SEWER SERVICE AND TAP PERMIT-- SINGLE-FAMILY, RESIDENTIAL, SECONDARY RESIDENTIAL, DUPLEX AND SPECIAL CLASSIFICATIONS *Please complete and return to Mid Valley Metropolitan District* Name of Applicant: cM~~Vtsl~ 2v,i.._\) Address: ___ Y._,o'--~~.::..._:__)'2-=J=b--!.''--G=l\=~=Df\=' .=LL=-------- Phone: (H) 970 9b) 3'0)3 CW) CFax) q70 9b"S S\73 (Cell) Y7o ~o"\ q \ S I Service desired: Water V Sewer /' Owner of Property to be Served: J~1\jt frloJI(\f\(\.€_ y{(~j'l\ Address: \\07 11-J~\(hX:Qi) t.f\Nf Street Address of Property to be Served: _J_8----=cSi_(J{J;_,_rJG-"-';('--"'oo"""'-P _________ _ Subdivision or Development: _,_f-'5-""-'rt..,_N-=---->G-"-Lt...::__rJ _______ Block/L~ }\-'So Structures on Property (if there is more than one structure of the same type, give separate infonnation for each): SFD & Duplexes ADU Bedrooms: Kitchens: Square feet of Irrigated Green Space: Other water uses or structures (e.g. hot tubs, swimming pools, fountains) Number ofEQRs Required, per District EQR Schedule: ___ _ Number of Prepaid EQRs to be applied to this tap: ____ _ 4 Owner of Prepaid EQRs: -------------------- Address:------------------Phone: ______ _ NOTE: Attach a copy of the document which assigns the prepaid tap to you. Unless attached, no credit for the prepaid tap will be granted. Number of free EQRs to be applied to this tap: ____ _ OwneroffreeEQRs: __________________________________________ _ I, the applicant named above, as lawful owner of the property described above or on behalf of the lawful owner, hereby apply to Mid Valley Metropolitan District for the privilege of water and/or sewer service pursuant to §6.03 of the District's Rules and Regulations. I certifY that the above description of the property to be served, and the structures thereon, is accurate. I understand that I must have the new tap inspected by District representatives and hereby consent to an inspection of the premises at a reasonable time and in a reasonable manner for the purposes of approving the tap and verifYing the tap fee to be charged. I agree to give the District 24 hours notice before such an inspection is needed. I understand that service charges begin to accrue from the date of physical connection. I agree to abide by the Rules and Regulations of the District as set by the Board of Directors and amended from time to time, and to notifY the District of any changes in the structures :,:::"~· ~, ~U~ D .. , wz;or OFFICE USE ONLY Copy of water and sewer policy given? ___ Rules & Regulations offered? ____ EQRs __ Tap fee paid$ _____ Date __ Received by __ Water rights dedicated? ________ _ Line extension fee required? __ Paid $ ______ Date ____ Received by ____ _ Surcharge Paid$ __________ _ Date ______ Received by--------------- Deposit Paid $ ___________ __ Date _______ _ Received by _______________ _ Application approved (becomes a tap permit): Date ______ _ By ___________ __ Account number assigned __________ Inspection scheduled for---------- Comments ________________________________ _ COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone {970) 945-8212 Job located at ({? 0 ~ g S?f/(//~ G .t_@o~ Permit No. /0 Y6 C) I 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /-~ COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ~{)/,-::___· ~o:_:· ~=-=g=--~J:~~~'-~/.~JV<:......=G-:.___~L=CJ-=D:....:.P_ Permit No. _ __f_/.-=t)'-· -"-?_,.,6:.__" -'"={.'/ __________ _ I have this day inspected this structure and these premises and found the following corrections needed: &:'/1/G~/Itir£/C£.. 78 co#r-f·I(&J / /2tJo;::" L&qvss;C_s /liZ ;c:. f?~>'!alJ;cl) .n-/IA.dm;t: .soLA~ Ym/t::L,"- 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /0·-/6 20 0 g- Building Inspector :S:2~~ ~ J ~ Phone (970) 945-8212 · COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone(970)945~212 Job located at OoJ 8 S~!/1!6-L&?CJr Permit No. /&?9 tl?& I have this day inspected this structure and these premises and found the following corrections needed: coAl r:7/(f.; Ms/.5 ~1&/p££. oZCc<- !&z;A~s ;pJ?Ap-1->7<3/7 11ti c·~A<~/ c'/IAsLs ;;:'~ ~ w~ ;£/Uc. ·call for Re-lnspection Se,A L t/'/&£ ']2~ 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date //.) --/ S.--20 0 ~ Building Inspector (__.,.-~ az.z ... Phone (970) 945-8212 1/ No. ___________ 1~0~9~60~---Assessor's Parcel No. 2395-134-06-030 Date 5/29/2008 BUILDING PERMIT CARD Job Address __ ....!0LLJ0.L:3u:8us:i.Jp;urJJi n:qgJ_U;Iou;o~J,;p!,.., .!.oC!.l:lal[JrbLLJO"-JO!lld.l.iaule~_(~,.tA~siJ.plliewnuG.;z;l~.t:et1Jnc...~f.L\Ig""#t.LZ.,.., .J..L.I.lot.LOH.>l.30!.l,)I-------------- Owner Vjrgili. John & Marianne Address 107 Parkwood ln. GWS Phone# 945-1931 Contractor ___ ....:C~r'-=a'-"wf'-'=o'""rd"-=D-""es~i,.,.gL.:..:nc...:b::..:u::.i!-"ld,_,L,L""C=---Address box 1236, Carbondale Phone # 963-3833 Setbacks: Front ______ Rear _______ RH ________ LH __________ Zoning ________ __ s/f on crawls space w/cov patios & att garage So i Is Test --;>'"_....,,..,.--,:-:;;---;rr-:-,---~+-...n- INSPECTIONS Footing 3--30-~glf.h.it ri( Foundation 6-S-oR ~ Grout ______________ __ Underground Plumbin Rough PI u m bing ~"""----~":f:-·~~~?-.::;z:.;~ Framing /CJ-~, ·---c>$ t._, Insulation /C·-Z.. z -o Y y Roofing _ Drywall /0 ~ _70 --t.73' ~ • ~;ino~~~~b\cit~ • p \an~ 'f./ spec1ct reGU\rt \N\trt\-S. NOTES Weatherproofing _____________ _ Mechanicai ______ .,---::-::--::-;::,----- Eiectrical Rough (State) /t?--9-c?/j Electrical Fjnal (State) _______ -=-------~- Final )-v<.f--d/ /Checklist ComR,~e~d?·~-= Certificate Occupancy# . .,.. -~::m:::V·~· <:::U~--='-~<P-,------ Date l~'SonL::£1)o-c:so, Septic System # C\".l \'v\ V'"j · ' Date ----------------- Final _________________ _ Other _________________ _ (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued S'-JH-0 y/ INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Permit No. __ __,[_-.\J.__fi"'-.(1:) _______ _ AGREEMENT In consideration of the issuance oft he permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Use :jf tP#J P#&-v/ ~ £v/CLlV j?aG:' f {)fb j@l!jC Address or legal Description 0038' ?b19k~P,. f?etJ?/.J1!7/!tl'LT /:: Owner Jltrg1Lf, ,bfHJ f No£mi!Ht: Contractor6.Ke/ &sitWI 17~. ~ Building Permit Type _,ta:Z>{=='i::'tl,.en=)_../_,tr_.u"---~~~~~~~~~~~~~~~~~~~~~~~~- This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD I Footing I Driveway I 5-?D-o'\S !B-rA U'f~1R, 0\<_ AIU ~ Foundation I Grouting Insulation /O-Z-L--62' '7-<U! Underground Plumbing Drywall /"' _"5'0 os -;r:u.; ;; -S-o? Rough Plumbing / <? -/b .--o.!S 7' ' Electric Final (by State Inspector) (Prior to Final) <JJZi- ~//.7;::.,( Rough Mechanical Septic Final /1&1- Gas Piping /c.l-/-> 8' g;---7-"<.// FINAL 7-::V~o? ~fo:/~ Electric Rough (by State Inspector) (tl ... r-o3 (You Must Call For Final Inspection) (Prior to Framing) Framing /??-/6-OS ru--, Notes /lfo + hteJC s?Sr' (to include Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD APPROVED Date ___ _,.,S'-"-}'-'q'---c.O-''b'------By 1datwCU1 Py· di= PROTECT PERMIT FROM WEATHER DAMAGE (DO NOT LAMINATE) Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Propeny_.S_earch I Assessor Subset Query: I Assessor Sale_s Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Conunercial Inmrovement Detail Land Detail I Photognmhs I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 082 II R005464 II 239513406030 II 64.976 I Owner Name and Mailing Address !m[{GI~(M:ARr.ANNE &-JO HN ~ 1406 HYLAND PARK DRIVE !GLENWOOD, CO 81601 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:13-7-89 SUB:ASPEN GLEN IFLG #7 LOT:H30 PRE:R100091 BK:1196 IPG:785 RECPT:566075 RECPT:741 072 IBK:1158 PG:609 RECPT:554773 BK:0921 IPG:0661 BK:0921 PG:0661 BK:0918 IPG:0408 BK:0911 PG:0791 BK:0908 IPG :0449 BK:0908 PG:0447 BK:0908 IPG :0445 BK:0908 PG:0443 BK:0908 IPG :0441 BK:0908 PG:0439 BK:0894 ~G:0995 BK:0894 PG:0702 Location Physical Address: 1138 SPRING LOOP CARBONDALE! Subdivision: IIASP EN GLEN FLG #7 I ~==========~II I http://www. garcoact.com/assessor/parcel.asp ?ParcelN umber=23 9 513 40603 0 I I I 5/5/2008 Parcel Detail Page 2 of3 I Land Acres: llo.502 I I Land Sq Ft: llo I Section II Township II Range I I 13 II 7 II 89 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 95,25oll 27,6201 I lml!rovements: Oil 0 I Total: 95,25011 27,6201 Sale Date: 111/10/2008 Sale Price: 11240,000 Basic Building Characteristics Number of Residential lo I Buildings: Number ofCommllnd lo I Buildings: No Building Records Found Tax Information Tax Year Transaction Type II Amount I 2007 Tax Payment: Whole II ($1,699.12)1 2007 Tax Amount II $1,699.121 2006 Tax Payment: Second Half I ($847.02)1 2006 Tax Payment: First Half ($847.02)1 2006 Tax Amount $1,694.041 2005 Tax Payment: Second Half ($850.74)1 2005 Tax Payment: First Half ($850.74)1 I 2005 Tax Amount $1,701.481 2004 Tax Payment: Second Half ($873.74)1 2004 Tax Payment: First Half I ($873.74)1 2004 Tax Amount II $1,747.481 2003 Tax Payment: Second Half II ($706.79)1 I 2003 Tax Payment: First Half II ($706.79)1 " http://www .garcoact. com/assessor /parcel.asp ?ParcelN umber=23 9 51340603 0 5/5/2008 Parcel Detail I 2003 II Tax Amount II $1,413.581 2002 II Interest Charge $22.191 2002 II Tax Payment: Second Half ($1,109.26)1 2002 I Interest Payment ($22.19)1 2002 Tax Payment: First Half ($1,109.26)1 2002 Tax Amount II $2,218.521 2001 Tax Payment: Second Half I ($1,065.61)1 2001 Tax Payment: First Half ($1 ,o65.61 )I 2001 II Tax Amount $2,131.221 2000 I Tax Payment: Second Half ($1,208.81)1 I 2000 Tax Payment: First Half ($1,208.81)1 I 2000 Tax Amount $2,417.621 I 1999 Tax Payment: Whole ($183.80)1 I 1999 Tax Amount $183.801 Top ofPagl'! Assessor Database Search Qptjqp~ I Tl'\'!<lsllierJ2ill<ih&£e_Search Options Clerk &!;_Recqn!_er DaJabase S~arch QJ:>tions -----·---·-----··-----·---· Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Tum.s_S.ofl:w_~r\'!. http://www .garcoact.corn/assessor/parcel.asp ?ParcelN umber=23 9 513 40603 0 5/5/2008 ~ech HEPWORTH -PAWLAK GEOTEC HN ICAL April 17, 2008 Cra wford Des ig n Bu il d, LLC Attn: Brad Crawford P.O . Bo x 1236 Ca rbondale , Co lorado 8 1623 l l q •ll•>flh 1'1\d 1~ l "•·l<d 111 ,,1 In· '"~~ ... ' ~ , Hllll \ J\, ~o.l I "'·I l ;;,.11\\o lo .1'1' I ~-. l 'I. r '""ill ,II J'l,, lh ·•7,' <).j> ,.},, 1.1\ •)(,'<l-~.; "·1'-l ~ 111.11 1 It)!_.!(', :tt fq '.:• &tin I J.ltllfl Jo b No .I08 13 I A Subject: Su bso il Stud y for Foundation Des ig n, Proposed Residence, Lot H-30, The Homestead at As pen G len, 38 Spring Loop, Ga rti e ld County, Co lorado. Dear Mr. Crawford : As requ este d , Hepwo rth-Pa wlak Geoteclmical, Inc. perfonned a s ub so il stud y fo r des ign o f to undati ons a t th e subje ct sit e. The s tudy was co ndu cted in accordance with our agree me nt fo r geotechnical eng ine eri ng se rvices to Jordan Architecture dated April 1, 2 008. Th e data obtained and o ur recomm endations ba se d on t he propos ed constru ction and sub surfa ce conditions e nc o unt ere d are presented in t hi s rep ort. Chen-North ern, In c . previou s ly conducted a preliminary geotechnical engineerin g study for deve lopment of Aspen G len and geotechnical e ngineering stud y for prelim inary plat design (Chen- No tthem , 199 1 and 199 3 ). Proposed Construction : The proposed residen ce will be a two story wood frame s tructure with an att ach ed ga rage loc ated on th e s ite as shown on Figure I . Ground t1oor wi ll be structural over a craw lsp ac e for th e res id ence and s lab-o n-grad e in the ga rage. Cut depths are exp ec ted to range betw een ab ou t 3 to 4 fe et. Fo und ati on load in gs fo r thi s type of co nstruction are as sum ed to be re lative ly li ght and typi ca l of the propo sed typ e of cons tru cti on. If building co nditions or foundati o n loadings are s igniticantly different tl·om th ose described above, we should be no tifi ed t o re-eva luate the recommendations prese nt ed in this repott. -2- Site Conditions: The site was vacant at the time of our field exploration. The ground surface is relatively flat. There is about 2 to 3 feet of elevation difference across the lot. There could be some fill on the lot from overlot grading as part ofthe subdivision development. Vegetation consists of grass and weeds. Scattered cobbles were exposed on the ground surface. Subsidence Potential: Aspen Glen is underlain by Pennsylvania Age Eagle Valley Evaporite bedrock. The evaporite contains gypsum deposits. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. During previous studies in the area by Chen-Northem (1991 and 1993), several broad subsidence areas and smaller size sinkholes were mapped scattered throughout the Aspen Glen development. These sinkholes were primarily located on the east side of the Roming Fork River and appear similar to others associated with the Eagle Valley Evaporite in areas of the Roaring Fork River valley. Sinkholes were not observed in the immediate area of the subject lot. The nearest mapped sinkhole was approximately 1,500 teet to the southeast of the lot. The exploratory pits were relatively shallow, for foundation design only. Based on our present knowledge of the site, it cannot be said for certain that sinkholes will not develop. In our opinion, the risk of ground subsidence at Lot H-30 throughout the service life ofthe residence is low and similar to other lots in the area but the owner should be aware of the potential for sinkhole development. Subsurface Conditions: The subsurface conditions at the site were evaluated by observing two exploratory pits at the approximate locations shown on Figure I. The pits had been excavated prior to our aiTival on-site. The logs of the pits are presented on Figure 2. The subsoils encountered, below about I Y, to 2 feet oftopsoil and I foot of medium stiff, sandy silty clay consist of relatively dense, slightly silty sandy gravel with cobbles and boulders. Results of swell-consolidation testing performed on a relatively undisturbed sample of the clay soils, presented on Figure 3, indicate low to moderate compressibility under conditions ofloading and wetting. Results of a gradation analysis performed on a sample oft he gravels (minus 5-utch ti"action) obtained from the site are presented on Figure 4. No ti"ee water was observed in the pits at the time of excavation and the soils were slightly moist. Job No.1 08 131 A - 3 - Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed constmction, we recommend spread footings placed on the undisturbed natural gravel soil designed for an allowable soil bearing pressure of3,000 psffor suppo1t of the proposed residence. The clay soils tend to compress after wetting and should be removed from beneath footing areas. Footings should be a minimum width of 16 inches tor continuous walls and 2 feet for columns. Topsoil, clay and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravel soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least I 0 feet. Foundation walls acting as retaining stmctures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil, excluding vegetation, topsoil and oversized rock, as backfill. A perimeter drain should not be needed for the proposed shallow crawlspace foundation. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to suppmt lightly loaded slab-on-grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained ve1tical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of sand and gravel, such as road base, should be placed beneath interior slabs-on-grade for subgrade supp01t. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 12% passing the No. 200 sieve. All till materials for supp01t of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required till can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Job No.l08 131A -4- Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: I) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free-draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface sun-ounding the exterior of the building should be sloped to drain away fi·om the foundation in all directions. We recommend a minimum slope of 6 inches in the first I 0 teet in unpaved areas and a minimum slope of 3 inches in the first I 0 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include detennining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this repmt, we should be notified at once so re-evaluation of the recommendations may be made. Job No. lOS 131 A -5- This repmt has been prepared tor the exclusive use by our client for design purposes. We are not responsible for teclmical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verifY that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural till by a representative of the geotechnical engmeer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Jordy Z. Adamson, Jr., P.E. Reviewed by: Daniel E. Hardin, P.E. JZNvad attachments Figure 1 -Location ofExplorato1y Pits Figure 2-Logs ofExploratmy Pits Job No.I OR 131A Figure 3 -Swell-Consolidation Test Results Figure 4 -Gradation Test Results Table I -Summary ofLaboratoty Test Results -6- REFERENCES Chen-Northern, Inc., I 99 I, Preliminary Geotechnical Engineering Study, Proposed Aspen Glen Development, Gwjie/d County, Colorado, prepared for Aspen Glen Company, dated December 20, 1991, Job No.4 112 92. Chen-Northem, Inc., 1993, Geotechnical Engineering Study jiJr Pre/iminmy Plat Design, Aspen Glen Development, Gmjield County, Colorado, prepared for Aspen Glen Company, dated May 28, I 993, Job No. 4 112 92. Job No.I OS 131A ~tech 108 131A APPROXIMATE SCALE 1' = 30' I I I I I I \ \ / / / / I I I I I I I I \ / I \ \ ~ H worth-Pawlok Geotechnical PROPOSED RESIDENCE ---/ "'"' ' ----/ SPRING LOOP LOCATION OF EXPLORATORY PITS Figure 1 1D "" lL .c: 5. "" 0 0 5 10 LEGEND: PIT 1 ELEV.= 99' +4=56 -200=2 PIT2 ELEV.= 99' WC=10.4 00=96 ~ TOPSOIL; sandy silty clay, organics, roots, firm, slightly moist, brown. D CLAY (CL); silty, sandy, medium stiff, slightly moist, brown, low plasticity. 0 5 10 GRAVEL (GM); slightly silty, sandy, wijh cobbles and boulders up to about 2 feet in size, dense, slightly moist, brown, subrounded rock. ~ 2" Diameter hand driven liner sample. ~ ~ J Disturbed bulk sample. NOTES: 1 . Exploratory pits were obseNed on April 4, 2008. The pits had been excavated prior to our arrival on-site. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pet) +4 = Percent retained on the No.4 sieve -200 = Percent passing No. 200 sieve 1D "" lL £ Q. "' 0 108 131A ~ LOGS OF EXPLORATORY PITS Figure 2 He worth-Pawlok Geotechnical Moisture Content = 10.4 percent Dry Density = 96 pel Sample of: Sandy Silty Clay From: Pit 2 at 2 Feet 0 ?fl. t---.... c 1 0 ~ 'iii "'-, <n @ 0. 2 " E 0 \ 0 1\ 3 No movement upon wetting . 0.1 1.0 10 100 APPLIED PRESSURE-ksf 108131A ~ SWELL-CONSOLIDATION TEST RESULTS Figure 3 HeoWorth Pawlak Geotechnical 0 w z <( 1-w "' 1-z w 0 "' w "- I HYDROMETER ANALYSIS I SIEVE ANALYSIS ,I, TIME READINGS I U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS I 24 HR. 7 HR 0 45 MIN. 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8' 3/4' 11/2. 3' 5"6' 8' 100 10 20 30 40 50 60 70 80 90 100 .001 .002 005 .009 .019 037 .074 .150 300 .600 1.18 2.36 4.75 9.5 19.0 37.5 12.5 76.2 152 203 127 DIAMETER OF PARTICLES IN MILLIMEfEAS ClAY TO SilT I""'""' I I OOBaES GRAVEL 56 % SAND 42 % SILT AND CLAY 2 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Sandy Gravel with Cobbles FROM: Pit 1 at 5 to 5 ~Feet 90 80 70 60 50 40 30 20 10 0 (!) z iii (I) < "- 1-z w 0 "' w "- 108 131A ~ GRADATION TEST RESULTS Figure 4 HepWorth Pawlak Geotechnlcol I , • • Administrator A Ob!2-ES 5 iV\A v.l_J<:...t=; 12__ {2.'-G" x '2 1"".Jb 11 >t ::S)-o 0 '7'Toi'J~ Cot.-VJ/l•1.fJ-... ST.Q1N6 jo ,VJA-tG7), V2t;< JDYE.f'JC.l~ .) ~-----Auto Court (See architects plans for specifications.) 3'-0" Berm (slope@ 4: I max.) Site Info: Lot Size: +1-1/2 Acre Landscape Criteria (1/2 Acre): Max. H.I.P. (high intensity planting)= 9,000 sq.ft. Min. H.l.P. = 6,000 sq.ft. Min. N.P.(Natural Planting)= N/A Minimum Tree and Shrub Requirements 12 18 Evergreen Trees Deciduous Trees Proposed Landscape: H.l.P. = 7,000 sq,ft. N.P. = 8,000 sq.ft. Proposed Plantings 12 19 Evergreen Trees Deciduous Trees 1 ':td. .<::hrn h<::