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HomeMy WebLinkAboutLand Use Case.119 Neale Ave.A004-01v\/ 1 1 H L )Flt V., lul 119 Neale Ave. Stream Margin Revie 1 4, j/ -u/3-53-002 A004-01 - €24.d «13 34„ j 1 7 442...'-1.--'-1. C======, / 2737 079 5-brock- L- .lilli . 1 - I CASE NUMBER A004-01 PARCEL ID # 2737-073-53002 CASE NAME 119 Neale Ave. Stream Marain Review PROJECT ADDRESS 119 Neale Ave PLANNER Fred Jarman CASE TYPE Stream Marain Review OWNER/APPLICANT Jeffrev Shoaf REPRESENTATIVE, DATE OF FINAL ACTION 3/20/02 CITY COUNCIL ACTION PZ ACTION ADMIN ACTION ADolication Withdrawn BOA ACTION DATE CLOSED 3/25/02 BY J. Lindt PARCEL ID: |2737-073-53002 DATE RCVD: ] 1/4/01 # COPIES:~ CASE NO-~A004-01 CASE NAME:~ 119 Neale Ave. Stream Margin Review PLNR: 1 F-Pect 3-e,vi,44 4 PROJ ADDR:~ 119 Neale Ave CASE TYP:|Stream Margin Review STEPS:~ OWN/APP: Jeffrey Shoaf ADRi PO Box 3123 C/S/Z: ~Aspen/CO/81611 PHN:~925-4501 REP:| ADR~ C/S/z: i PHN1 FEES DUE:1500 D 170 E FEES RCVD:~670 (Put in Timeslips) STAT: F REFERRALS~ REF:| BY| DUE:1 MTG DATE REV BODY PH NOTICED DATE OF FINAL ACTION:] -3, ~ -2,D 1- 0-1...' CITY COUNCIL: REMARKS~ PZ: BOA: CLOSED:| 34¥2.B,r: 1 ~1 1 1-.1~q~~ DRAC: PLAT SUBI~ITD: | PLAT (BK,PG):1 ADMIN: 4pp . u,71' 1 !13¢aW 4 RESIDENTIAL DESIGN STANDARDS REVIEW CHECKLIST (To be filled out by case planner and kept in the file) SITE DESIGN BUILDING FORM Building Orientation: Secondary Mass: Build-to-Lines: Fence: PARKING, GARAGES & CARI'ORTS BUILDING ELEMENTS Access (i.e. alley): Windows: Garage width: Door: Garage location: Porch: Driveway cut: Principal window: Entrance width: One story element: Single stall doors? Lightwells: CONTEXT Materials: Inflection: APPLICATION MATERIALS Lighting Plan: Tree Removal Permit: ADDITIONAL NOTES: I I STREAM MARGIN REVIEW APPLICATION Attached is a Development Application Packet for submission of your application. Included in this packet are the following attachments: 1. Application Form 2. Minimum Submission Requirements 3. Specific Submission Contents 4. Review Standards 5. General Summary of Application Process To submit a complete application, fill out the application form (Attachment 1) and attach to it written and mapped in formation identified on Attachments 2 and 3. Please note that all applications require responses to the review standards for the particular development type (Attachment 4). Stream Margin Review applications are reviewed by the Planning Commission at a public meeting. Your application does not require public notice. A description of the review process for this application is summarized in Attachment 5. We strongly encourage all applicants to hold a pre-application conference with a Planner in the Community Development Department so that the requirements for submitting a complete application can be fully described to you. Please also recognize that review of these materials does not substitute for a complete review of the Aspen Land Use Regulations. While this application package attempts to summarize the key provisions ofthe Code as they apply to your type of development, it cannot possibly replicate the detail or the scope of the Code. If you have questions which are not answered by the materials in this package. we suggest that you contact the staff member assigned to your case or consult the applicable sections of the Aspen Land Use Regulations. LAND USE APPLICATION PliOJECT: Name: Location: I l q j~~~ 15 4 199\1StiNES©A (Indicate street address, lot *-block number, legal description where at*ropriate) APPLICANT: Name: .24- 5, 6-64 Address: 1. V 3 2-3 , /43 pA i Co c FfG // Phone #: q 15 115- 456 1 REPRESENTATIVE: Name: '54Pvt, G- Address: Phone #: TYPE OF APPLICATION: (please check all that apply): Conditional Use £ Conceptual PUD £ Conceptual Historic Dev. Special Review U Final PUD (& PUD Amendment) £ Final Historic Development Design Review Appeal El Conceptual SPA D Minor Historic Devt. GMQS Allotment m Final SPA (& SPA Amendment) g Historic Demolition GMQS Exemption D Subdivision m Historic Designation ESA - 8040 Greenline, Stream El Subdivision Exemption (includes gl Small Lodge Conversion/ Margin, Hallam Lake Bluff, condominiumization) Expansion Mountain View Plane El Lot Split D Temporary Use U Other: ~1 Lot Line Adj ustment C] Text/Map Amendment EXISTING CONDITIONS: (dpfriptige ofeNisting buildings, uses. previous approvals, etc.) <5-25(1 *mly'f Ar)4*42 w// Abu PROPOSAL: (description of proposed buildings. uses. modifications. etc.) (200 *a«_ 1(00 ¢ t~ F*K-- 1 422 Have you attached the following? FEES DUE: $ 0 Pre-Application Conference Summary 3 Attachment #1, Signed Fee Agreement El Response to Attachment #2, Dimensional Requirements Form m Response to Attachment #3, Minimum Submission Contents U Response to Attachment #4, Specific Submission Contents El Response to Attachment #5, Review Standards for Your Application C- Ammnom ATTACHMENT 1 ASPEN/PITKIN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen Development Application Fee Policy The City of Aspen, pursuant to Ordinance 45 (Series of 1999), has established a fee structure for the processing of land use applications. A flat fee or deposit is collected for land use applications based on the type of application submitted. Referral fees for other City departments reviewing the application will also be collected when necessary. One check including the deposit for Planning and referral agency fees must be submitted with each land use application. made payable to the Aspen/Pitkin Community Development Department. Applications will not be accepted for processing without the required application fee. A flat fee is collected by Community Development for Administrative Approvals which normally take a minimal and predictable amount of staff time to process. The fee is not refundable. A deposit is collected by Community Development when more extensive staff review is required. as hours are likely to vary substantially from one application to another. Actual staff time spent will be charged against the deposit. Several different staff members may charge their time spent on the case in addition to the case planner. Staff time is logged to the case and staff can provide a summary report of hours spent at the applicant's request. After the deposit has been expended. the applicant will be billed monthly based on actual staff hours. Applicants may accrue and be billed additional expenses for a planners time spent on the case following any hearing or approvals, up until the applicant applies for a building permit. Current billings must be paid within 30 days or processing o f the application will be suspended. If an applicant has previously failed to pay application fees as required, no new or additional applications will be accepted for processing until the outstanding fees are paid. In no case will Building Permits be issued until all costs associated with case processing have been paid. When the case planner determines that the case is completed (whether approved or not approved), the case is considered closed and any remaining balance from the deposit will be refunded to the applicant. Applications which require a deposit must include an Agreement for Payment of Development Application Fees. The Agreement establishes the applicant as being responsible for payment of all costs associated with processing the application. The Agreement must be signed by the party responsible for payment and submitted with the application and fee in order for a land use case to be opened. The current complete fee schedule for land use applications is listed on the reverse side. ASPEN/PITKIN COMMUNITY DEVELOPMENT . 2000 LAND USE APPLICATION FEES CATEGORY HOURS DEPOSIT FLAT FEE Major 12 2,310.00 Minor 6 1,155.00 Staff Approvals 480.00 Flat Fee 265.00 Exempt HPC 65.00 Minor HPC 480.00 Significant HPC <1000 sq. ft. 1155.00 Significant HPC >1000 sq. ft. 2310.00 Demolition, Partial Demolition, Relocation 2310.00 Referral Fees - Environmental Health Major 330.00 Minor 170.00 Referral Fees - Housing Major 330.00 Minor 170.00 Referral Fees - City Engineer Major 330.00 Minor 170.00 Hourly Rate 195.00 B/0 925 4501; Mar-20-02 1:31PM; Page 1/1 ----: k i- I . I v 1¥ r'.... 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' ' I.' ~ - -0.. .... ASPEN/PITKIN COMMUNITY DEVELOPMENT DEPARTMENT Agreement for Payment of City of Asperkpevelopment Applica~tiort Feei, CITY OF ASPEN (hereinafter CITY) and 32 47 5 - 25* 6 4- t (hereinafter APPLICANT) AGREE AS FOLLOWS: ABPLICANT has subrpitted to CITY aippplication #,r u q~ A_) Aldl Au¢ · i /\ 5 p#(~ 1« 9[A Q.apd 1 1/\. ,/1 RQ (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that City of Aspen Ordinance No. 45 (Series of 1999) establishes a fee structure for Land Use applications and the payment of all processing fees is a condition precedent to a determination of application completeness. 0. APPLICANT and CITY agree that because of the size. nature or scope of the proposed project. it is not possible at this time to ascertain the full extent of the costs involved in processing the application. APPLICANT and CITY further agree that it is in the interest of the parties that APPLICANT make payment of an initial deposit and to thereafter permit additional costs to be billed to APPLICANT on a monthly basis. APPLICANT agrees additional costs may accrue following their hearings and/or approvals. APPLICANT agrees he will be benefited by retaining greater cash liquidity and will make additional payments upon notification by the CITY when they are necessary as costs are incurred. CITY agrees it will be benefited through the greater certainty of recovering its full costs to process APPLICANT'S application. 4. CITY and APPLICANT further agree that it is impracticable for CITY Staff to complete processing or present sufficient information to the Planning Commission and/or City Council to enable the Planning Commission and/or City Council to make legally required findings for project consideration, unless current billings are paid in full prior to decision. 5. Therefore. APPLICANT agrees that in consideration of the CITY's waiver of its right to collect full fees prior to a determination of application completeness, APPLICANT shall pay an initial deposit in the amount of S which is for hours of Community Development staff time. and if actual recorded costs exceed the initial deposit, APPLICANT shall pay additional monthly billings to CITY to reimburse the CITY for the processing of the application mentioned above, including post approval review. Such periodic payments shall be made within 30 days of the billing date. APPLICANT further agrees that failure to pay such accrued costs shall be grounds for suspension of processing, and in no case will building permits be issued until all costs associated with case processing have been paid. CITY OF ASPEN APPLICANT Bv·. ALL d d -1--0- By: 44534 J:dle Ann Woods l. Lk) L ~mmunity Development Director Date: Mailing Address: 20-64 3/23 i|520(1 FIC U - g:\support\forms\agrpayas.doc 12/27/99 ATTACIIMENT 2 MINIMUM SUBMISSION REQUIREMENTS ALL DEVELOPMENT APPLICATIONS 1. Applicant's name, address and telephone number, contained within a letter signed by the applicant stating the name, address, and telephone number ofthe representative authorized to act on behalf of the applicant. 2. The street address and legal description of the parcel on which development is proposed to occur. 0 3 A disclosure of ownership o f the parcel on which development is proposed to occur, consisting of a current certificate from a title insurance company. or attorney licensed to practice in the State of ..1,Z~Q0~ Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens. easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the 2-+~ Development Application. 4. An 8 1/2" x 11" vicinity map locating the subject parcel within the City of Aspen. 5. A site improvement survey including topography and vegetation showing the current status of the parcel certified by a registered land sun'eyor, licensed in the State of Colorado. (This requirement, or any part thereof, may be waived by the Community Development Department if the project is determined not to warrant a survey document.) - ATTACHMENT 3 SPECIFIC SUBMISSION REQUIREMENTS STREAM MARGIN REVIEW A. A plan ofthe proposed development, which shall depict at a minimum the following information: 4-1. The boundary of the property for which development is requested. / 2. Existing and proposed improvements. 1 3, Significant natural features, including natural hazards and trees. B. The plan shall also depict: /1. the 100 year floodplain line and the high water line. /2. Existing and proposed grades as two foot contours. with five foot intervals for grades over ten (10) percent. / 3. When development is proposed in a special flood hazard area: Accurate elevations (in relation to mean sea level) of the lowest floor. including basement, ofall new or substantially improved structures; a verification and recordation of the actual elevation in relation to mean sea level to which any structure is constructed; a demonstration that all new construction or substantial improvements will be anchored to prevent flotation. collapse or lateral movement of any structure to be constructed or improved: a demonstration that the structure will have the lowest floor. including basement. elevated to at least two (2) feet above the base flood elevation, all as certified by a registered professional engineer or architect. (3 A description of proposed construction techniques to be used. ATTACHMENT 4 REVIEW STANDARDS: STREAM MARGIN REVIEW (26.68.040) A. No development shall be permitted within the floodway. with the exception of bridges or structures for irrigation, drainage, flood control or water diversion, which may be permitted by the City Engineer, provided plans and specifications are submitted to demonstrate that the structure is engineered to prevent blockage of drainage channels during peak flows and the Commission determines the proposed structure complies, to the extent practical, with all the standards set forth below. B. No development shall be permitted within one hundred (100) feet, measured horizontally, from the high water line of the Rearing Fork River and its tributary streams, or within the Special Flood Hazard Area where it extends beyond one hundred (100) feet from the high water line of the Roaring Fork River and its tributary streams. unless the Commission makes a determination that the proposed development complies with all the standards set forth below: 1/ 1. It can be demonstrated that any proposed development which is in the Special Flood Hazard Area will not increase the base flood elevation on the parcel proposed for development. This shall be demonstrated by an engineering study prepared by a professional engineer registered to practice in the State of Colorado which shows that the base flood elevation will not be raised, including, but not limited to, proposing mitigation techniques on or off-site which compensate for any base flood elevation increase caused by the development: and Any trail on the parcel designated on the Aspen Area Community Plan, Parks/Recreation/Open Space/Trails Plan map, or areas of historic public use or access are dedicated via a recorded easement for public use. Dedications are necessitated by ~ 4 v public fishing access; and development's increased impacts to the City's recreation and trail facilities including A AN /3. The recommendations of the Roaring Fork River Greenway Plan are implemented in the proposed plan for development, to the greatest extent practicable; and dir -A& 4& There is no vegetation removed or damaged or slope grade changes (cut or fill) made outside of a specifically defined building envelope. A building envelope shall be designated by this review and said envelope shall be barricaded prior to issuance of any demolition, excavation or building permits. The barricades shall remain in place until the issuance of Certificates of Occupancy; and C 5. The proposed development does not pollute or interfere with the natural changes of the river, stream or other tributary, including erosion and/or sedimentation during construction. Increased on-site drainage shall be accommodated within the parcel to prevent entry into the river or onto its banks. Pools or hot tubs cannot be drained outside of the designated building envelope: and Written notice is given to the Colorado Water Conservation Board prior to any alteration 24? or relocation of a water course, and a copy o f said notice is submitted to the Federal Emergency Management Agency; and A guarantee is provided in the event a water course is altered or relocated, that applies to the developer and his heirs. successors and assigns that ensures that the flood carrying capacity on the parcel is not diminished; and 4 t 4 4 MA, 1 1 8. Copies are provide*dfall necessary federal and state permits relating to work within the 7-7 one-hundred-year floodplain; and 162 There is no development other than approved native vegetation planting taking place ~~~ * below the top of slope or within fifteen (15) feet of the top of slope or the high waterline, whichever is most restrictive. This is an effort to protect the existing riparian vegetation /Vvl \ 6 1.19 and bank stability. If any development is essential within this area, it may only be approved by special review pursuant to Section 26.64.040(D) (refer to Figure "A" below for illustrative purposes); and ~ 41 014 1,63 All development outside the fifteen (15) foot setback from the top of slope does not exceed a height delineated by a line drawn at a forty-five (45) degree angle from ground ibu/#> level at the top of slope. Height shall be measured and determined by the Zoning Officer utilizing that definition set forth at Section 26.04.100 (refer to Figure "A" below for illustrative purposes); and f 1 ,/11, A landscape plan is submitted with all development applications. Such plan shalllimit new plantings (including trees, shrubs, flowers, and grasses) outside of the designated building envelope on the river side to native riparian vegetation; and All exterior lighting is low and downcast with no light(s) directed toward the river or located down the slope; and ~ /13. Site sections drawn by a registered architect, landscape architect, or engineer are submitted showing all existing and proposed site elements. the top of slope, and pertinent elevations above sea level; and There has been accurate identification of wetlands and ripariatpzones. »f- r® 44% 0--00 d. 4 Flf, (4 f U ALU#L< 49 A-0//44 C- %9 3 ATTACHMENT 5 One Step Review by Planning Commission 1. Attend pre-application conference. During this one-on-one meeting, staff will determine the review process which applies to your development proposal and will identify the materials necessary to review your application. 2. Submit Development Application. Based on your pre-application meeting, you should respond to the application package and submit the requested number of copies of the complete application and the appropriate processing fee to the Community Development Department. 3. Determination of Completeness. Within five working days ofthe date of your submission, staff will review the application, and will notify you in writing whether the application is complete or if additional materials are required. Please be aware that the purpose of the completeness review is to determine whether or not the information you have submitted is adequate to review the request, and not whether the information is sufficient to obtain approval. 4. Staff Review of Development Application. Once your application is deemed complete. the review by the Commission will be scheduled on the first available agenda given the requirements for public notice. Staff will refer the application to other agencies for comments. The Planner assigned to your case or the agency may contact you if additional information is needed or if problems are identified. The Planner will prepare a review memo which addresses the proposal's compliance with the Land Use Code and incorporates the referral comments. The Planner will recommend approval, denial or tabling of the application and recommend appropriate conditions to this action. You will be called to pick up a copy of the memo and the agenda at the end of the week before your hearing, or we can mail it to you if you so request. 5. Planning Commission Review of Development Application. Your project will be presented to the Commission at a regularly scheduled meeting. The typical meeting includes a presentation by staff, a presentation by you or your representative, questions and comments by the review body and the public, and an action on the staff recommendation, unless additional information is requested by the review body. Final approval of any Development Application which amends a recorded document, such as a plat. agreement or deed restriction, will require the applicant to prepare an amended version of that document for review and approval by staff. Staff will provide the applicant with the applicable contents for the revised plat, while the City Attorney is normally in charge of the form for recorded agreements and deed restrictions. We suggest that you not go to the trouble or expense of preparing these documents until the staff has determined that your application is eligible for the requested amendment or exemption. Any document required to be recorded, such as a plat. deed restriction or agreement, will need to be reviewed and recorded before a Building Permit is submitted. 6. Receipt of Building Permit. Once you have received final approval of your development application, you may submit a building permit. Your project will be examined for its compliance with the Uniform Building Code and will be checked for compliance with applicable provisions ofthe Land Use Regulations which were not reviewed in detail during the one step review (this might include a check of floor area ratios, setbacks, parking, open space and the like). Fees for water, sewer, parks and employee housing will be collected if due. - , 49.M'*06 - 2,7 4 1 141 41' K i.1,~'.1,111/1 -11-1 1 1,1 -- '/7' P ' I. IM 1 8 .1,1, 1 - I i liu = - 1.0 C- Itt ASPEN 1· 1/ REALTY ~ EXCHANGE,~INdiA,~ 1. 4Jf:*«.= Il#£:i y#v-:(. .-./2~ AL, .1- 3-j·i};~.t-;-:159*4*41*2 1-El 1 11 1 * 1~ '*lqal"."limill:Ip.-* ..·42€33 : ;%%23»*3-9-- '---,~. lillill ~% ·j:Li-·2. *51>. ~·I S.-,i>·A· ·:.-:~ i-.-:{1···:·~;~~.CEG 'i~ + 'lly"C i 1-1 1- t . .4 '... .. . . --:........ : ..t-: 7-* 1-1 921 1 1 ·T41 -j-- 114 1 ·. -Vi411 -11 jiga= , 4-- p' i d·Cij- --1 1 -I!'-7 -31[ 7 1=#Fi Post Office Box 3123 1 ....6 ,ff-*687 ' 6-fiIi'' ;1~ Aspen, Colorado 81612 el:hi 1 110 . I''.4 i , . 1:11. A Unparalleled success since 1976 r . -142' 1 1- - 1 1 .P 11 11 , 1'.Mwaa' 'ils, *All'.i .4 ,-Ir- ¥ il.A 1 1 , 1/ htja l ·EL .... -11_r-~• · 1, r - '1 111 - 1- 1 1 0. :%'14, i #14 #ZAT 11 /11"/F ll,11, 1 Af - 4 5-:1/. . .~cr,L~---2- IT~~~0~~-,az-,1-~, ~- T '11.,1 . 111.1 .f.. -y?KleA ' ·t-r-r·-17,1-' ~ '4ri7'briti,2/,, -11 -- =C 1) , 1-,Fi-14'Mi , '- 1. - ' =,I, Ill - - IPA,i' 9 - -7/ ·. 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Iii·n•. in,i·.•, +1.p· 1,1,•ti,4 .1 11.1 1.,1 it, 10111 :1 1,1 i .,•1 "Irn, ..1 i.1 It 1,11 iII 11 :lt lil i· „11· I.1 - ii I ' 1,i, ®1' 'i, i.,1.•;Ii w.mu·,t iii,·11„,·- i,i t Iii· •,in•·1 11·11 1,·:,i r.,1,1,· 1,!,- ·i·~in,1.1 thi· aid pal !> • 1 I hi• •,i Ii,1,1 1,1·L liu.• 111·11. 1,11,1.1.-4!11- C.„11.t ·III.„,1......, f pl·,-,•t- ·•, pr,.„„.,..„till;1. 1.1.1,1,1,1.,111,1.1:11,11,111.,Illi,!i- „1 1,111· palittli•.1.·,ir. thi· ..„.1 i.ilt.·...1,1„ iii.t p.1,1 -h,ill.inil ull U \|'11.\.\1 \Nt' 1(11:1211.1: |0:11.XII. TI.1 -Ing|.i, 1,u„il„·i· •11.,11 ii,•M,1,-0,• p).u.,1.111,·„lili..11)1. -*4··11.,1...i.4 tb• 'r,···1.1,11 1-11,·JI·J ·IJ,41) Ij•·.,ppl...14•·Il•:ill NI·;1•1•-0. 1% #111\1"Sll/12121:0/,11.,· -:imp.,1,> ilt lili Ili·! pilt h.1. Iii,i·•Ii,b,-i·' Ill THE WATERFALL 0*#*'Ag'...11 t,1.11:,~ i,1,¢1 >'...1 11'.t 62,1 55{,»1 INE./1.1 Ne*t)4*Sl. Shoaf, Goderal Partner \ (\L c:,1 C L- 1411/1.1 RA,·kgr.Quillen.-General Partner N 'n.,1 ..7.. 4,04.40 1//: *LI . 1 \1111:111.-1 1,11 1:1\ 111, Jojn F. Qui'lien, General Partner 9,1,1,1,,Id 1.44 6- 3.0/ 1:,7 8-1 : -,#li:etj ·i-.. s ko„·f. ra.ik,- A~;lic,6 / ...]24.1 7..Du;'~)4'Ljj'>¥''f....6 t} 4121'll,lf-J„,jIL,RAp M l .2 0 4 ..1.1 H. h , 111, 'll; 1,lili 2:0%464/4 1 . ~~_ t STREAM MARGIN REVIEW for 119 Neal Avenue, Aspen, Co. RE: Attachment 4, REVIEW STANDARDS In responce to the above referenced Attachment 4, I submit the following: A. No developement proposed will be within the floodway. B. As developement proposed shall be within 100 feet measured horizontally from the high water line of the Roaring Fork River I hereby submit that the proposed development complies with all the standards set forth below: 1. No proposed development shall be proposed in the Special Flood Hazard Area. 2. This standard is not applicable. 3. This standard is not applicable. 4. The proposed addition does NOT remove vegitation outside the defined building envelope. Barricades shall be in place until the C.0. is issued for assurance. 5. The proposed development does not pollute or interfere with the natural changes of the river which is 75 feet +- away. 6. this standard is not applicable. 7. I hereby agree to offer a guarantee as requested herein ensuring that fhe flood carrying capacity on the parcel is NOT diminished at any time. 8. No work shall be comenced within the 100 year floooplain. 9. Please reference the attached survey demonstrating that there is no development exceeding the 45 degree angle outlined at Section 26.64.040(D). 10. Same as above #9. See section 26.04.100. 11. All plantings, if any, shall be native riparian vegetation 12. All exterior lighting, if any, shall be low and downcast and fully conply with this section. 13. Please reference the survey of the subject property submitted herewith for all these issues with which we comply. 14. There are no wetlands or riparian zones on this lot as the river is almost 80 feet away and 50 feet below the contem- plated construction. , 2001. Respecfully submitt~thil 3rl fa by Jeff ey 11~3.~'~~oar, owner for 21 yea ' 49 4 1 1 ch Fo *04 -231 -13 «F-0,7 61 8-1/6/f ........ 141• 4. 1- . PROPERTY DESCRIPTION LOT 2. AMENDED SHOAF S WATERFALL SUBDIVISION. 0.-0 IMPROVEMENT AND TOPOGRAPHIC SURVEY TOGETHER WITH THE PROPERTY DESCRIBED ON THE DEED RECORDED IN BOOK 799 AT PAGE INI 660 AND DESCRIBED AS FOLLOWS: -,01-0 SECTION 7. TOWNSHIP 10 SOUTH. RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDIAN Z Lz5ZE A TRACT OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 7. TOWNSHIP !0 SOUTI-. RANGE 84 WEST OF THE St*TH PRINCIPAL MERIDIAN, FOUND 1/2- STEEL ROD WITH %32& \ SHOAF S NEALE STREET BEGINNING AT THE NORTHEAST CORNER OF LOT 2. SHOAF'S WATERFALL SUBDIVISION AS 1 AN ORIGINAL PLAT IMAP) PRINT PREPARED AS A PICTORIAL REPORT OF SURVEY BEARS MORE PARTICULARLY DESCRIBED AS FOLLOWS ;NOTES RED PLASTIC CAP MARKED ASEI 29.;=, 4,9 16129 N 75° 59 24 - W 4.06 AMENDED. CITY OF ASPEN. WHENCE THE SOUTH QUARTER CORNER OF SAID SECTION 7. A AN ORIGINAL (INK) SIGNATURE AND SURVEYOR S SEAL REPRODUCTION COPIES OF A OF TIHI S SURVEYOR S CORNER * BRASS CAP BEARS S 03° 14 31- E 597 38 FEET. PLAT (MAP) PRINT SHOWING SURVEYOR S SIGNATURE AND SEAL MAY CONTAIN POSITION A, 41: PROPERTY DISTANCES SUCH REPRODUCTION COPIES AND THE USE OF THE INFORMATION THEREON IS THENCE ALONG THE NORTHERLY BOUNDARY OF SAID LOT 2 THE FOLLOWING COURSES AND FRAUDULENT. INCORRECT ERRONEOUS. OR MISLEADING INFORMATION. POSSESSION OF 94 $ d> . N 63'42 00- W 109 14 FEET. UNAUTHORIZED BY SURVEYOR DOCUMENTS PREPARED BY SURVEYOR AND WITHOUT A S 31*05-00- W 4.48 FEET. 4 SIGNATURE AND SEAL ARE TO BE VIEWED AS PRELIMINARY WITH ALL INFORMATION 119 NEALE STREET N 63°42-00- W 3.55 FEET. SHOWN SUBJECT TO CHANGE ASPEN. COLORADO N 37° 32 00 - W 36.67 FEET TO THE NORTHERNMOST CORNER OF SAID LOT 2 FOUND 5/8- STEEL ROD WITH THENCE N 20*55 '18- E 10.41 FEET ALONG THE NORTHEASTERLY EXTENSION OF THE 2 THE BASIS OF BEARINGS AND LOCATION FOR THIS IMPROVEMENT SURVEY WAS THE 1279 . V. < ~'&1% 'p.jA~T | i 110 5%~11ED w 1~~ \ \ 4/02 + /0. WESTERLY LINE OF SAID LOT ·2 TO THE INTERSECTION WITH A WOOD FENCE . cOUND MONUMENTATION AT THE EASTERLY CORNER AND THE ANGLE POINT ON THE S 8.47 OF THIS SURVEYOR S S 39°51 59- E 50.10 FEET. THESE MONUMENTS ARE MARKED AND DESCRIBED HEREON AS CONTROL POINTS THE 1 «40.fot \ g 40% THENCE ALONG SAID WOOD FENCE THE FOLLOWING COURSES AND DISTANCES EASTERLY BOUNDARY OF THE ORIGINAL LOT 2. SHOAF S WATERFALL SUBDIVISION CORNER POSITION 1 4 = 60 9 ¢ S 52'27-22- E 6.55 FEET. BASIS FOR THE ELEVATION CONTOURS SHOWN HEREON 'S AN ELEVATION OF 7923.44 ON 0,1>' 066 99 S 64'28-39- E 25.62 FEET. TOP OF THE FOUND ORIGINAL EASTERLY LOT 2 CORNER MONUMENT SHOWN HEREON AS A A1 1#~ u I- +* ,bf.2%,14%/r.\*0 1 4. THENCE S 70* 15'14- E 17 26 FEET ALONG THE SOUTHEASTERLY EXTENSION OF SAID CONTROL MONUMENT 0 159 LOCATED IN THE SOUTHWESTERLY CORNER OF THE PITKIN 0* S 700 15-14- E 51.09 FEET TO THE END OF SAID WOOD FENCE, CONTROL POINT THIS ELEVATION WAS BASED ON THE COAST AND GEODETIC VERTICAL Fec « \9/0 FENCE TO THE INTERSECTION WITH THE NORTHEASTERLY EXTENSION OF THE EASTERLY LINE COUNTY COURTHOUSE YARD O, SAID LOT 2 e THENCE S 18°34'54- W 8.77 FEET ALONG SAID NORTHEASTERLY EXTENSION TO THE POINT 3 THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SURVEYOR TO DETERMINE 0, os BEGINNING TITLE OR EA5EMENTS OF RECORD. RESEARCH FOR THIS SURVEY WAS PERFORMED IN <%-0 PROCEDURE AND ACCORDANCE WITH COLORADO REVISED STATUTES 38-51 -106 AND THE RULES OF \ 6 BOARD POLICY STATEMENTS OF THE STATE BOARD OF PROFESSIONAL ~ 4 ENGINEERS AND PROFESSIONAL LAND SURVEYORS. SPECIFICALLY 4% 41 DEPICTION OF EASEMENTS AND RIGHT-OF-WAY ON SURVEY PLATS THOSE BOARD RULES AND POLICY STATEMENTS RELATING TO THE \ 2% R X \ 1 4 \14 9702-79402. DATED JULY 21. 1998 AT Il 06 A.M WAS RELIED THE TITLE POLICY FROM STEWART TITLE OF ASPEN. POLICY NO M- UPON FOR ALL INFORMATION REGARDING EASEMENTS. RIGHTS-OF-WAY 4 THIS PROPERTY IS LOCATED ON THE PITKIN COUNTY COLORADO AND TITLE. AND CIVIL COURT ACTIONS OF RECORD s INCORPORATED AREAS NATIONAL FLOOD INSURANCE PROGRAM FLOOD -64. URBAN BLIGHT CONDOMINIUM INSURANCE RATE MAP DATED JUNE 4 1987 COMMUNITY-PANEL -0028 39 NUMBER 08097 CO 204 C. THE PROPERTY IS WITHIN THE ZONE -X P - OR IN THE AREA OUTSIDE THE 500-YEAR FLOOD PLAIN THE 100 \ -%. 2¢ YEAR FLOOD LINE SHOWN HEREON WAS SCALED FROM THE ABOVE \ O 7 ,~~ PLAIN STUDY. < 0<> 4 COMMUNITY-PANEL MAP AND THE PROFILE DRAWING FOR SAID FLOOD Ct \ 41 4 70 s ' al 000...C po. A ",0 5 A p .04040 T . IT IS SURVEYOR S UNDERSTANDING OF PROPERTY BOUNDARY LAW THAT - THE FENCE AS DESCRIBED IN THE DEED. {BOOK 799 AT PAGE 660). 4901 PO 400 0~5./4. 601 *02·J· IS THE PROPERTY BOUNDARY AND MONUMENT THERETO. THE WRITTEN 4 90 a vUND 5/8 .STE LRD *Ulti i C 71*L 4 2 . -- 0/ 09 O#-·3' eq·*1:'·' c T 0/4 67 1; E x BEARINGS AND DISTANCES IN THE DESCRIPTION MAY CONTROL WITH 4,4 3 THE TERMINATION OF EXISTENCE OF SAID FENCE ~ ~ INTH WILLO PL T IC CAP ~ TABFUE. 7 j 3 4 6 THE ROARING FORK RIVER WHICH 15 LOCATED BELOW THIS PROPERTY 14\ 1 <09 04>02 (00-0 NORTHERLY SIDEOF THE STREAM THIS CONDITION EX;STS IN 1 \ MA~KED PLPI £ 9.84 ; < il A oio ,' 1 T. 4( 00'0 ~G~PD 09 4400 2,4 0 \ NUO- 0 81. 0 A-9,90 FORMS A RIVER BEND WITH NO NOTICEABLE RIVER BANK ON THE O~RN ISP~~~1 ~R - \ 34 \ . tr/UN.ir - i * .090 00.~ r94, , Pes SURVEYORS OPINION DUE TO THE RIVER CONTINUING TO CUT THE 5 24'Qu.2 LINE WAS USED FOR A TOP OF BANK LOCATION FOR THE DEVELOPMENT --... VQ.47 .* AL EARTH ON THt S SIDE OF THE RIVER. THE 100-YEAR FLOOD PLAIN S Poe 022$2 HEIGHT DELINEATED LINE p0 --*-FW ~~ %. 15 /4. L,Ch:£162 0 9 4 2 2 \\ 3 52.27 26 E 17 / 22 E 6. Ss \~ 4 1 \ ?Sf\LE DR I VEWAY p FOUND 5/8- STEEL ROD WITH YELLOW PLAST'C CAP WARKED 0. 20 > PESMAN 2376 ORIGINAL PROPERTY CORNER FOR SUBDIVISION HOUSE CONTROL POINT . SURVEYOR'S CERTIFICATE \ \ 4 2.3 f \ p I 1 LOUIS H BUETTNER A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO. DO 0, \ 494£40 HEREBY CONFIRM THAT THIS IMPROVERENT AND TOPOGRAPHIC SURVEY PLAT WAS MADE FROM FIELD NOTES OF SURVEYS OF THE ABOVE DESCRIBED PROPERTY MADE BY MYSELF OR UNDER \ MY DIRECT RESPONSIBILIT. SUPERVISION AND CHECKING THE WONUMENTAT ION SHOWN -- HEREON'FOR THE PROPERTY ''·NERS WAS FOUND OR SET DURING ONE OR MORE OF THESE UN--- ''NOUS€ r,< rn SURVEYS ALL P'MEN51-,Al**40 r'ETAILS SHOWN HEREON ARE CORRECT TO THE BEST OF MY 36.9 , h NOWL E D'- 1 - ,dP>77~'--14.1 roj V *--7.6/,R+159#ided/#Act 1 < f 1 \ 12 , .a///m ./8// v + . 'i * 67r -0,9,7.2'.-7.le< 44 i t 1 :.9 - 44,. 11 -V<,ti.34% 1 3 , ew 9 0 /-:. 4 13103 : 9 4 50 1\ 1 :41 el- 9 . 0 0 -..07.... 67 f U .1 ... 1. .0, 5 NU LA / 0 POSSIBLE ROOF LINE 0 4 & // tr - 0/ ¥?9990 e. 3 11 ./ 4 5 Lu 2 . 0 -1/ 44 -J - -I . 00*04 - ·A 1 1 41 1% 2.4 4 - 4 POSSIBLE ADDITION 3 --- k e LU r LU ,1 93 -1 0- N h 100 i FE 31 0--.-- U-1 0 ~~ FOUND NAIL AND WASHER 9/ Ir 0/ IN CONCRETE WALK MARKED , 9/ Ul X.- 9\ di/ < CONTROL PO.NT PROP COR 27613 -0 9't/" l3 \\ POSSIBLE FLOOk ELEVATION 7914.44 0 .436,- \ 1 - 9 - 99,30 \. D / / A b- ·· i 0 4 (7. Fp 01.. 99>/ .... P efb...... 5. 0 A r-q f 1 + - 6 I , 4 1// 2 : 6 0. 9- P Il PAT I O ~ 4 . + 4. 00 ../ » / 0 4, 4-3 9 I ....41 / . ... 0 1 \ , .·- 4 0 U .2 7, ,~ 2 CABIN 7 . e » 00 A 4 e ee . 22 - :,9 & C el) 6 le . 4 xey - itt 54. - A : . 0 e ALPINE 4 065... 4703 1.04 47664 ' P . iv»« EVERGREEN TREI 100 YEAR 6 ... 'VESS ~OO~~ 294#OD <c' 3 FLOOD PLAJV 424 <442 4 ..4 76.4 - LINE 0 ·00 2 2 48/4 HIGH WATER/" i 4 63. r. . . . - t 65.2/ D 00 00 0 © 1·\ 1 CO to . 0 < # - 2 ~ f M . T· m to to ro r.0 10 F) re, .., fo re 09 N c N A R F) N 1 1 - HOUSE ADDITION SETBACK ON PROF 1 LE L I NE- _ D- __~ * 4 - 36 NONE PEDFcy. 62: TELE; /9· 70 ~ ep g 4.25 1 LIN COTTONWOOD TREE WITH LOT I ORA/eR «»14 6%00. esp («5 *9· i -02~ / €9· 5 9 10\1 10 PROPERTY PROFILE i FENCE | 00&85 0405 POWER Q NOTICE ACCORDING TO COLORADO LAW YOU NUST COMA€NCE ANY LEGAL POLE WITH OUS K BUETTNER SURVEYINO ACTION BASED UPON ANY DEFECT N THIS SURVEY WITHI; T+REE YEARS WETER5 0040 IEST SOPRIS CREEK FOA[. AFTER YOU FIRST DISCOVERED SUCH DEFECT 41 NO EVENT WAY ANY 3*BALT COLORADO 8162t ACTION BASED UPON ANY DEFECT IN TES 9.*VEY BE COMMENCED WORE THAN TEN YEARS FROW TI€ DATE OF THE CERTIFICATION SHOWN kEREON 0 . 0 0 . . 0 flt©4- 91« *M 4%7/1621 j RO A RING FORK RIVER PRINT NO. U.1, PROPERTY DESCRIPTION a.k . I' W 0 05 LOT 2. AMENDED SHOAF'S WATERFALL SUBDIVISION. 219<00 IMPROVEMENT AND TOPOGRAPHIC SURVEY TOGETHER WITH THE PROPERTY DESCRIBED ON THE DEED RECORDED IN BOOK 799 AT PAGE @LE° 660. AND DESCRIBED AS FOLLOWS. SECTION 7. TOWNSHIP 10 SOUTH RANGE 84 WEST OF THE StxTH PRINCIPAL MERIDIAN Z Lz339 A TRACT OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 7 TOWNSHIP 10 SOUTH. RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDIAN. FOUND 1/2- STEEL ROD WITH gusts SHOAF S NEALE STREET BEGINNING AT THE NORTHEAST CORNER OF LOT 2. SHOAF S WATERFALL SUBDIVISION AS 1 AN ORIGINAL PLAT (MAP) PRINT PREPARED AS A PICTORIAL REPORT OF SURVEY BEARS 04 W- MORE PARTICULARLY DESCRIBED AS FOLLOWS NOTES RED PLASTIC CAP MARKED ASEI 2941- + 16129 N 75° 59 24 - W 4 06 - 2 AMENDED CITY OF ASPEN WHENCE THE SOUTH QUARTER CORNER OF SAID SECTION 7 A AN ORIGINAL f INK) SIGNATURE AND SURVEYOR S SEAL REPRODUCTION COPIES OF A o.\ BRASS CAP BEARS S 03'14 31 E 597 38 FEET. PLAT (MAP) PRINT SHOWING SURVEYOR'S SIGNATURE AND SEAL MAY CONTAIN OF THIS SURVE OR S CORNER POSITION .4. 4 . PROPERTY THENCE ALONG THE NORTHERLY BOUNDARY OF SAID LOT 2 THE FOLLOWING C0URSE5 AND FRAUDULENT INCORRECT ERRONEOUS. OR MISLEADING INFORMATION. POSSESSION OF DISTANCES SUCH REPRODUCTION COPIES AND THE USE OF THE INFORMATION THEREON IS N 63'42 00- w 109 14 FEET. UNAUTHORIZED BY SURVEYOR, DOCUMENTS PREPARED BY SURVEYOR AND WITHOUT A $ 31*05'00- w 4.48 FEET. SIGNATURE AND SEAL ARE TO BE VIEWED AS PRELIMINARY WITH ALL INFORMATION FOUND 5/8- STEEL ROD WITH 1 \:55*it~'-32$ft» 0 -liTE 119 NEALE STREET N 63°42 00- W 3.55 FEET. SHOWN SUBJECT TO CHANGE ASPEN. COLORADO N 37°32'00- W 36 67 FEET TO THE NORTHERNMOST CORNER OF SAID LOT 2. YELLOW PLASTIC CAP MARKED * 944 THENCE N 20°55'18- E 10 41 FEET ALONG THE NORTHEASTERLY EXTENSION OF THE 2 THE BASIS OF BEARINGS AND LOCATION FOR THIS IMPROvEMENT SURVEY WAS THE PESMAN 2376 5 41°59 47 8 1 WESTERLY LINE OF SAID LOT 2 TO THE INTERSECTION WITH A WOOD FENCE. FOUND MONUMENTATION AT THE EASTERLY CORNER AND THE ANGLE POINT ON THE 8.47 OF THIS SURVEYOR 1 1 \ THENCE ALONG SAID WOOD FENCE THE FOLLOWING COURSES AND DISTANCES EASTERLY BOUNDARY OF IHE ORIGINAL LOT 2. SHOAF S WATERFALL SUBDIVISION CORNER POSITION . \ \\ ,<>,»La, *09% f 5 39'51 59 - E 50 10 FEET. THESE MONUMENTS ARE MARKED AND DESCRIBED HEREON AS CONTROL POINTS THE te B S 52* 27 22 - E 6.55 FEET. BASIS FOR THE ELEVATION CONTOURS SHOWN HEREON IS AN ELEVATION OF 7923 44 ON r /0 C'X> + 199 S 64'28 39- E 25.62 FEET TOP OF THE FOUND ORIGINAL EASTERLY LOT 2 CORNER MONUMENT SHOWN HEREON AS A '06% 5 70'15.14- E 51 09 FEET TO THE END OF SAID WOOD FENCE. CONTROL POINT THIS ELEVATION WAS BASED ON THE COAST AND GEODETIC VERTICAL 0 THENCE S 70° I 5' I 4" E 17.26 FEET ALONG THE SOUTHEASTERLY EXTENSION OF SAID CONTROL MONUMENT 0 159 LOCATED IN THE SOUTHWESTERLY CORNER OF THE PITKIN FENCE TO THE INTERSECTION WITH THE NORTHEASTERLY EXTENSION Of THE EASTERLY LINE COUNTY COURTHOUSE YARD \-0 » \ f» OF SAID LOT 2 11\ i.11/ts ~660 THENCE S 18'34 - 54 - W 8.77 FEET ALONG SAID NORTHEASTERLY EXTENSION TO THE POINT I THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SURVEYOR TO DETERMINE 42 OF BEGINNING TITLE OR EASEMENTS OF RECORD RESEARCH FOR THIS SURVEY WAS PERFORMED IN 1~\ 6+ ACCORDANCE WITH COLORADO REVISED STATUTES 38-5 I - I 06 AND THE RULES OF cy \ %* 6 PROCEDURE AND \\ BOARD POLICY STATEMENTS OF THE STATE BOARD OF PROFESSIONAL 1 ENGINEERS AND PROFESSIONAL LAND SURVEYORS. SPECIFICALLY 1 THOSE BOARD RULES AND POLICY STATEMENTS RELATING To THE ort DEPICTION OF EASEMENTS AND RIGHT-OF-WAY ON SURVEY PLATS \ 41 THE TITLE POLICY FROM STEWART TITLE OF ASPEN POLICY NO+M- 9702-79402. DATED JULY 21. 1998. AT 11 06 A.M WAS RELIED UPON FOR ALL INFORMATION REGARDING EASEMENTS. RIGHTS-OF-WAY , 1 < 4 THIS PROPERTY IS LOCATED ON THE PITAIN COUNTY. COLORADO AN[) TITLE AND CIVIL COURT ACTIONS OF RECORD 5 INCORPORATED AREAS NATIONAL FLOOD INSURANCE PROGRAM. FLOOD 64.. URBAN BLIGHT CONDOMINIUM NUMBER 08097 CO 204 C. THE PROPERTY IS WITHIN THE ZONE -X INSURANCE RATE MAP DATED JUNE 4. 1987. COMMUNITY-PANEL NE YEAR FLOOD L INE SHOWN HEREON WAS SCALED FROM THE ABOVE OR IN THE AREA OUTSIDE THE 500-YEAR FLOOD PLAIN .HE 100 \ 2. \ \ 0 <5- I COMMUNITY-PANEL MAP AND THE PROFILE DRAWING FOR SAID FLOOD h i \UL \ F --q - \ 4 \ \\ \\ 1 1 91 PLAIN STUDY. \ \\\\\ \ 1 K /1 -be~ i po s,0 -00:1 2.0 3,42 .0 000 THE FENCE AS DESCRIBED IN THE DEED. (BOOK 799 AT PAGE 6601. 32.2 3 43 15 THE PROPERTY BOUNDARY AND MONUMENT THERETO THE WRITTEN L IT IS SURVEYOR S UNDERSTANDING OF PROPERTY BOUNDARY LAW THAT -01\ \\ 1 '4*U C,400/ 21-- .Ple@ 024 g BEARINGS AND DISTANCES IN THE DESCRIPTION MAY CONTROL WITH <t i ~OUND\5/8 \ STEEL RhD \ .20 PVBLIC TR E S , 0 - 0 \ MARKED¥LPINE 9\84 ~ ' ~~ THE ROARING FORK RIVER WHICH IS LOCATED BELOW THt S PROPERTY wl\TH .ll-O% PLASTIC\CAP' , IA5Eut'N~ N '4:12. 24 A,- 2 e 'ock- 0.1. THE TERMINATION OF EXISTENCE OF SAID FENCE (540 4 12P \ s 2%'4810- W 0\81 : \~ \ \1 1\ /~ "0 ~ ~ N 1 . 4- D~_~~~ .:0~e #4" 2 FORMS A RIVER BEND WITH NO NOTICEABLE RIVER BANK ON THE \OF 14,1 S 1URVB)'OR W # \1\\10.>. \ NORTHERLY SIDEOF THE STREAM THIS CONDITION EXISTS IN '17* . 4 N EARTH ON THIS SIDE OF THE RIVER THE 100-YEAR FLOOD PLAIN 1 - . 0 SURVEYORS OPINION DUE TO THE RIVER CONTINUING TO CUT THE =299 LINE WAS USED FOR A TOP OF BANK LOCATION FOR THE DEVELOPMENT ' HEIGHT DELINEATED LINE ,<5 / /5 /q . 4 24,#90 S Po. d 9 9 \ f -402 4 1 4 ht 1 9 £ „ * h 26 , 22 '22- C¥ -1 l li \ L/1 2695 , / FOLING 5,8- STEEL ROD *ITH 39 - 1 , 1 PESMAN 2376 ORIGINAL PROPERTY \ \ , $ YELLOW PLASTIC CAP MARKED HOUSE CONTROL POINT CORNER FOR SUBDIVISION f ji) r j . -- <VE¥OR S CE 1 6 pok LOUIS H E SURVEYOR IN THE STATE OF COLORADO b, l4 1 1 'EBr 'ONFI-· 4 TOPOGRAPHIC SURVEY PLAT 'NA'S MADE FROM 44'40 1 iii 0 jl j 21--- 7 p f. /E DESCR IBED PROPERTY MADE B k MYSELF OR UNDER I .'SlON AND CHECKING THE MON'UVENTAT ION SHOWN -3..,..~ 1 (HOUS£ tr i NAS FOUND OR SET DURING ONE OR MORE OF THESE r i AILS SHOWN HEREON ARE CORRECT TO THE BEST OF MY .»- \ - f- 1 /5/ 0 / 339, 1 ir i 1,- 3 0 I %4ju , 1~j~ / 4/ f C -- V . rm ---- -n>r /-~·3=fa-~:•0«le»0~.~MGI#2L ; / / 11 1 1 - 1,2. 1 I ~1 7 /7/ip¥,af¥(55 ..114 4, ¢,8,2 0 0 1 i .* Un.,il ~....,4., 3 W.*4*241 vt *&.*»PAD' 1 U« 1 L<--- 2 i 1 9. 11 J 1~ - POSSIBLE ROOF LINE i 09904or 426+ 1 111 f /2 3 y 1 + %03~·st DECK Z -1 e 2 4%94 Lu / -1 L J 4/ r ) POSSIBLE ADD ITION 1 0 1 y <1 W u. )7 J LU 4 33 Ck- 100 m N -- %0 U.1 0 ./ Dr -Ne -I.--- Xy 2 5 X.- C UJ U) 0 FOUND NAIL AND WASHER - 002 / 3 L IN CONCRETE WALK MARKED ~» 4 9/ PROP COR 27613 \P '*41 2)1 1 '4 CONTROL POINT , Qr .... POSSIBLE FLOOR ELEVATION 7914.44 1 4 4 / 1 UN tu El A ... 1 /3/ /\ N 11 ,f -- - -- 4 4\4 9 / 1 ~ / 4,0 9,4 \\0 V 60 04 '~ 49 9 6~' 4 09 k ~ft ~ p~ *f % i 9 % 69. 2 2 5 0, PATIO . / 2 SCALE 4 3 / \ .1 44 / i .. A .· » 6 \ / r ' A.4 ... CABIN O 1,:c .. \ I 4 , , ty r I % - 4 0 .... ...1 4 I Ch 2 d Y 4 0 -0... 4 )5004 ¢ 1, - 2 . ~io#5/8 - 8 ... 0 EVERGREEN TREE WITH SIZE 2 /4/6 ~8 p~~C v . 4*41 24 *0 ¥4%/4 4 , F I OO YEAR 4 · f FLOOD PLAUY- 42'44* 4 1 HIGH WATER< ' 4 0 , 22 3/ .. COURSE - LINE O•00 2 2 3% . 21. · 5 2 -Q B w 0 ,4 - N h . r - 00 0 9 0 FO CO ,.. 4 4.32 TLril '9 e ro fo 4 * 4 4 ~ 4 . .n A N Al N 0,1 OIN N A N S~ ' 36 - TE» 2 te 1 - HOUSE ADDITION SEiBACK ON PROFILE LINE 73 8 - '9 JA.~t~NESS ,4 4(Q~515< HONE PEDESTAL Lof COTTONWOOD TREE WITH 5 LOT I 004€» 1 1 % 28 , 2.06 44:4 A l FENCE v ~ 4?441~ h 1 69.Es PROPERTY PROFILE 9 NOTICE: ACCORD.G TO COLORADO LAW YOU MUST COMENCE ANY LEGAL POLE WIFH LOUIS H BUETTNER SURVEYNG POWER ~ LCIA 0040 WEST SOPRIS CREEK ROAD ACTION BASED UPON ANY DEFECT N THS SURVEY WITHIN THREE YEARS METERS Z BASAL T. COLORADO 81621 AF TER YOU FIRST DR;COVERED SUCH DEFECT IN NO EVENT. MAY ANY 05 ACTION BASED UPON ANY DEFECT N THIS SURVE' BE COMMENCED WORE 970-927·3611 a. THAN TEN YEARS FROM THE DATE OF TE CERTIFICATION SHOWN HEREON Ot ..(r. 1,17/5.,0.1 . ....... ........ f f r * WI .N < 1 2~ W 0 k IMPROVEMENT AND TOPOGRAPHIC SURVEY Z,9.0 SECTION 7. TOWNSHIP 10 SOUTH. RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDIAN ·Z ZU-10 -o-092 0<-1. W- SHOAF S NEALE STREET Z U Ul> UD FOUND 1/2- STEEL ROD WITH 3 0-0 . RED PLASTIC CAP MARKED ASE ' 29,02°- 4 16129 N 75° 59 24 - W 4 06 414 PROPERTY OF THIS SURVEYOR'S CORNER POSITION 4 . 119 NEALE STREET '-09 4'Q Z \ e ASPEN COLORADO FOUND 5/8- STEEL ROD WITH .. 9> U /917 <kpi, '0 ~ YELLOW PLASTIC CAP MARKED ~ *4~e 'PAy PESMAN 2376 5 41°59 47 W ' ,, , 00 (4 8.47 OF THI 5 SURVEYOR E CORNER POSITION 7 \/0 PROPERTY DESCRIPTION *i© 79 , Ift .t-\\I\\2 zirrill*rii .231514< \024\Y/01 1 TOGETHER WITH THE PROPERTY DESCRIBED ON THE DEED RECORDED IN BOOK 799 AT PAGE LOT 2 AMENDED SHOAF S WATERFALL SUBDIVISION. ,9 660 AND DESCRIBED AS FOLLOWS 6 660 SECTION 7. TOWNSHIP 10 SOUTH RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDIAN. A TRACT OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF AGE 9 MORE PARTICULARLY DESCRIBED AS FOLLOWS 40. BEGINNING AT THE NORTHEAST CORNER OF LOT 2 SHOAF 5 WATERFALL SUBDIVISION AS \ , %/ AMENDED CITY OF ASPEN WHENCE THE SOUTH QUARTER CORNER OF SAID SECTION 7. A \ BRASS CAP BEARS S 03°14 31- E 597 38 FEET. \ ~ 91 THENCE ALONG THE NORTHERLY BOUNDARY OF SAID LOT 2 THE FOLLOWING COURSES AND 11 4 #&' 4 DISTANCES \1 4 V : N 63°42 00 W 109 14 FEET. 0 \%41 4 48 FEET N 63'42 00- W 3 55 FEET. N 37*32 00 - w 36 67 FEET TO THE NORTHERNMOST CORNER OF SAID LOT 2 THENCE N 20'55 18- E 10.41 FEET ALONG THE NORTHEASTERLY EXTENSION OF THE WESTERLF LINE OF SAID LOT 2 TO THE INTER5ECTI0N WITH A WOOD FENCE. THENCE ALONG SAID WOOD FENCE THE FOLLOWING COURSES AND DISTANCES. S 70° 15 14- E 51 09 FEET TO THE END OF SAID WOOD FENCE URBAN BLIGHT CONDOMINIUM 6 52°27 22 - E 6 55 FEET. S 39* 51 59 - E 50 10 FEET 28.39 S 64°28 39 - E 25 62 FEET ll14\«\« \© /4- ODINg THENCE 5 70'15 14- E 17.26 FEET ALONG THE SOUTHEASTERLY EXTENSION OF SAID 44\ \\Al- <:f 8- 7 k FENCE TO THE INTERSECTION WITH THE NORTHEASTERLY EXTENSION OF THE EASTERLY LINE '245,4 3 90 THENCE S 18'34 54 W 8 77 FEET ALONG SAID NORTHEASTERLY EXTENSION TO THE POINT \ 000 0 402 2-9 OF SAi D LOT 2· ve.e :0.20 OF BEGINNING \11 \\ rf \\ f 6,(7(92)' P- \ P OF 1 L~ 1- 4~~*--< i <fv F»ID\5/81 STE'EL R® ~ '~SE~#C Ih.lk\ \\\ \ 29 2 (7% S el•22' ,. E I O% tx 09 ~ INTH ·r'£110* PLASTIC\~CAP' ' MARKED 4LF INE 9\84 1 : 1% \\- 11 60\\\\\,3. 00 ~~ND or. ,<SA- # 44. 0 \ 5 24° 48~50 - W 0\81 \ .04,2 jy,T# 0 --L.1 ~4« yce<*u 000 *221%' 43%0 FORNER F* ITIGN ~ 1#ill L 1 - \ 02,0 - 0 . neakg 1.1 %\ , \ \ \ \ /1,~ /1.-,4\ 1 2 6 7- 004-~- 0 /.. 1% , 3,+ - 10 2:fey /S \ /4 \\ 26 \ \\ 1 4, -/ . 52.27 22 € 6 55 PORC,1 DRIVEWAY 7 9 YELLOW PLASTIC CAP MARKED FOUND 5/8- STEEL ROD WITH 4 20 7 PESMAN 2376 ORIGINAL PROPERTY HOUSEi CONTROL POINT \ , \ , ~ ~ CORNER FOR SUBDIVCSION ., ORIGINAL PLAT , MAP j PRINT PREPARED AS A PICTORIAL REPORT OF SURVEY BEARS \\ 7 7 AN ORIGINAL (INK ) SIGNATURE AND SURVEYOR S SEAL. REPRODUCTION COPIES OF A FRAUDULENT INCORRECT ERRONEOUS OR MISLEADING INFORMATION POSSESSION OF \ / t PLAT (MAP) PRINT SHOWING SURVEYOR S SIGNATURE AND SEAL MAY CONTAIN ' I. POR:N UNAUTHORIZED BY SURVEYOR DOCUMENTS PREPARED BY SURVEYOR AND WITHOUT A \ 11 1 ~ :UCH REF®DDIJCTION COPIES AND THE USE OF THE INFORMATION THEREON IS \ 06-04 . ----- SIGNATURE AND SEAL ARE TO BE VIEWED AS PRELIMINARY WITH ALL INFORMATION OVERHEAD SHOWN SUBJECT TO CHANGE 4 -- (HOUSE \4_ "E I. TrHE 6$31.. oF BEARINGS AND LOCATION FOR THIS IMPROVEMENT SbRVEY WAS THE f /7 /L 4 9 X.STERLY BOUNDARY OF THE ORIGINAL LOT 2. SHO)AF S WATERFALL SUBDIVISION \ )1 1 \ 1 / iESE MONUMENTS ARE MARKED AND DESCRIBED HEReEON AS CONTROL POINTS i HE I / 1 LI #-- 2 1%15 FOR THE ELEVATION CONTOURS SHOWN HEREO)N 15 AN ELEVATION OF 7923 44 ON UND UCNUMENTATION AT THE EASTERLY CORNER AND THE ANGLE POINT ON TWE \ 4% 1 4 lili 'N[ ORIGINAL EASTERLY LOT 2 COR,NER MONUMENT SHOWN HEREON AS A THIS ELEVATION WAS BASED ON THE COAST AND GEODETIC VERTICAL 0 . V / 1 it 111 i F-'.- . .iNI 0 159 LOCATED tN THE SOUTHWESTERLY CORNER Of- THE F I TAI N 111 1 1. OURTHOUSE YARD C -fr 2 1 ~12' ~--- ~ ~ - RvITY DOES NOT CONSTITUTE A TITLE SEARCH BY SURVEYOR TO DETERMINE 1 !O CO <1 0 1 1 6 4 EASEMENTS OF RECORD RESEARCH FOR THIS SURVEY WAS PERFORMED IN a l f ' --1 1--4 -t-It-9 \ \ 4- RE AND NOE WITH COLORADO REVISED STATUTES 38-51-106 AND THE RULES CF L ICY STATEMENTS OF THE STATE BOARD OF PROFESSIONAL AND PROFESSIONAL LAND SURVEYORS SPECIFICALLY ARC RULES AND POLICY STATEMENTS RELATING TO THE Q IHE TITLE POLICY FROM STEWART TITLE OF ASPEN POLICY NO M- r 1 /- Utrit_i,ON OF EASEMENTS AND RIGHT-OF-WAY ON SURVEY PLATS «.--9 / UPON FOR ALL INFORMATION REGARDING EASEMENTS RIGHTS-OF-WAY 1 02£€U k 9702-79402 DATED JULY 21 1998 AT 11 06 A M. WAS RELIED 4/ TITLE AN[ C.{VIL COURT ACTIONS OF RECORD 7 INCORPORATED AREAS NATIONAL FLOOD INSURANCE PROGRAM FLOOD THIS PROPERTY IS LOCATED ON THE PITKIN COUNTY COLORADO AND INSURANCE RATE MAP DATED JUNE 4 I 987 COMMUNITY-PANEL 1 NUMBER 08097 CO 204 C THE PROPERTY IS WITHIN THE ZONE -X 4/ 2 1 1 4 OR IN THE AREA OUTSIDE THE 500-YEAR FLOOD PLAIN THE 100 '00, L_ YEAR FLOOD LINE SHOWN HEREON WAS SCALED FROM THE ABOVE .Ay --- 14 1 1~ 1 9 4 COMMUNITY -PANEL MAP AND THE PROFILE DRAWING FOR SAID FLOOD 4 1 1 PLAIN STUDY / 11 C URVEr OR b UNDERSTANDING OF PROPERTY BOUNDARY LAW THAT L \ 1 100 CE AS DESCRIBED IN THE DEED. (BOOK 799 AT PAGE 660) 1 PROPERTY BOUNDARY AND MONUMENT THERETO THE WRITTEN i 4 ! .5 AND D I STANCES IN THE DESCRIPTION MAY CONTROL WITH * J 1 r,E E R M 1 NAT I ON OF EXISTENCE OF SAID FENCE I 10 ~11 FORMS A RIVER BEND WITH NO NOTICEABLE RIVER BANK ON THE 1 FOUND NAIL AND WASHER ~ ~ IN CONCRETE WALK MARKED THE ROARING FORK RIVER WHICH 15 LOCATED BELOW THIS PROPERTY i.u 1 1 CON~ROLRPilt.[3 NORTHERLY SIDEOF THE STREAM TH15 CONDITION EXISTS IN 11 EARTH ON THIS SIDE OF THE RIVER THE 100-YEAR FLOOD PLAIN \ .ARVEYORS OPINION DUE TO THE RIVER CONTINUING TO CUT THE 1- F 49 3>~ LINE WAS USED FOR A TOP OF BANK LOCATION FOR THE DEVELOPMENT e C f I GHT DEL I NEATED LINE cr 1 1 A ~\\42/N 1 ~ //v 2 t \ PAT I O i r /ix 'CALE 4. X.* 0, CABIN 4 4 r \ N. ~ 0%El 1 2 9 L. \\% \\-/ 1 REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO DO d : 4 ,~,PROVEMENT AND TOROGRAPHIC SURVEY PLAT WAS MADE FROM 1 C A#10~--44*~.L~ ABOVE DESCRIBEF'PROPERTY MADE BY MYSELF. OR UNDER . 0, 4/NO 4 - '%ERVISION AND CHECKING THE MONUMENTATION SHOWN /4 7-1. B O j~f+&$~;4~2,1 WAS FOUND 00 SET DURING ONE OR MORE OF THESE 4 »<04 Pe 3 9 0.®fi~*TAILS SHOWN HEREON ARE CORRECT TO THE BEST OF Mr /14 4/49 7/74 EVERGREEN */ -,Rfa/O A,- 4 6 0.04 864,(4,GOD - /19 -44 -OR Op 44"14 44 A 4 2 "£~R *600*~ **60 ,0 ~ JOUR·.r EDEST•t 69° 1, ' -1 /-€449,16~ .44.f:,Sh~ 3 . t;j':45,~121·4*:l /4. & w 52 : 54 36 NO/VE P TELEP 4, / g ro E 04.47 ERAL:NESS ~" 4.40 9,:2, ~5 60) 4. « theo COITON* LOT 1 £; *,6 9949* 6%69 4- 1 4 0«C,903\309 104 J FENCE (~905\ t € 63% POWER ~ 119# NOTICE ACCORDIAG TO COLORADO LAW YOU WUM COUMENCE ANY LEGAL ~~R~'TH AFTER YOU FIST DISCOVERED SUCH DEFECT N NO EVENT MAY ANY ACTION BASED UPON ANY DECEC T IN THIS SLRIEr WITHIN THREE YEARS r ":.1 WL,1 :, Ki>i Z - BAble o'-24'. ACTION BASED UPON ANY DEFECT N THIS SURVE' BE CO-ENCED WORE SHEET , OF 9 97+97 3611 THAN TEN YEAPS FROM THE DATE OF THE CERTIFICATION SHOWN HERE 32. ........ 4 . OVERH /9 7 i i :•PROVEMENT AND TOPOGRAPHIC SURVEY SECTION 7 TOWNSHIP 10 SOUTH. RANGE 84 WEST OF -HE SIXTH PRINCIPAL MERIDIAN 4 POSSIBLE ROOF LINE 054 1 SHOAF S NEALE STREET '99«~-**or PROPERTY 46 1 119 NEALE STREET I ASPEN. COLORADO POSSIBLE ADDITION ~ UU 9 5 4 f»/ 46 ,- U I U,0 1 e / 4 -= €0 w M * 1- 0/ S ' 4 00. 1 PpSSIBLE FLOOR ELEVATION 7914 44 4 j > '0 14 1. ' 0/ dor e 06 -10. 0, ..1 + ,\5 -1 0 D 40 7 e A 90 I 0 4 9 7 A 092 0 HIGH WATER~- LINE 0•00~ 0 ' 1 - N 9- 0 ) ,0 10 '0 :9 00~ 0 O 0 OCO MO W --0 CO 00 7 0 O 9 10 0 7 ·I N fo rn (hi $ 0.1 .J .J C'J rite g .1 N el N (J % to PROFILE LINE -A + t . 7 6 .... 2. I. + POSSIBLE ROOF LINE .2 .... '9¢/ POSSIBLE ROOF LINE \ \,%14 , ev ult·*F 946 . 333254& -01+0¥ %23+ / ¢12, .. BU, LJ Z I J . J POSS I BLE.-iDD ITION - ~ POSSIBLE ADDITION . 02 2 D LU % -I J : 95 21 %~ G £13 -- S % XE ./ N LUCI O X i- 7 0,0 & W I D '4/ O% '19 00 POSSIBLE FLOOR ELE vATION_Zal•••-- 7916 »g ..7/ POSSIBLE FLOOR ELEVATION 79 I 4.44 --Il- I. Ill-- 9 12 /1/, --4 1 *095 -5 09 -> 0 /4 1,\%0 -1 % 4 % 6 J 0. . € > to)9 <630 ~25 -b 02 2 00 9 '096 , <495 4 1// 5 6- tb ,> 19.7 -1 ,) / 4% 59 Gee i -r,~- . SW , 496 ..3/ > 449 / m Bes ./ > 6621 7\1 1 100 YEAR & // io FLOOD PLLA 3 3/ te 0 HIGH WATER/ HIGH WATER--'~ LINE 0•00 2 ;£ . LINE 0•00 8 9 O 0 N I r. i N h .- h - co) 0 r re © 01 0 0 - Al /J 0, 90 r~ 1~ A cON A 00 - '10 0 ro A- . . 0' ro ro re ·4 M, . 14 r.0 r.3 I tin g 4 6, R Ne, 04 IV N '4 2 0 4) 00 00 ID Ln tn I7 4 ™ M N N N N N N PO '9 19 0, HOUSE ADDITION SETBACK ON PROFILE LINE 73 8' ~ PROFILE LINE -C' PROFILE LINE -B NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL- 4 -OUG H BUETTER SURVEYNG ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHN THREE YEARS 0040 WEST SOPRIS CREEK ROAD AFTER YOU FRST DISCOVERED SUCH DEFECT IN NO EVENT wAY ANY BASAL T COLORADO 8162 ACTION BASED VON ANY DEFECT IN THS SIVEY BE COMMENCED MORE 970·927·3# THAN TEN YEARS FROM Tf DATE OF THE CERTFICATION SHOWN BEREON SHEET 2 OF 2 ~ ...... ~N 4 f POSSIBLE WALL LINE ...0 eL OPE ~311*28 //,e POSSIBLE WALL LINE ZE©Z 0 0 9 8 7 6 5 4 321 ~ATE:-31-34-31 -NOTE:_NOTIREEME-2!1-22€PERATION 1~OWNER:-JEFFE--1 L___3!EL__.1 / RELEASE OF THESE PLANS CONTEMPLATES FURTHER COOPERATION ~ PRAPIN BY: JO/SP AMONe THE ORNER, HIS CONTRACTOR, AND THE DESIGNER. DESIeN / AND CONSTRUCTION ARE COMPLEX. ALTHOUeH THE DESIGNER AND HIS CONSULTANTS HAVE PERFORMED THEIR SERVICES MITH DUE SCALE: 1/4"=1'-O" CARE AND DILIeENCE, THEY CANNOT GUARANTEE PERFECTION. FILE NAMENUMBER / COMMUNICATION 19 IMPERFECT AND EVERY CONTINGENCY CANNOT 1 MELEVATIONS / BE ANTICIPATED. ANY AMBIeUITY OR DISCREPANCY DIMOVERED TOP OF RIDGE H B¥ THE USE OF THESE PLANS SHALL BE REPORTED IMMEDIATELY HREVISOIV5-EXTE TO THE DESIeNER. IN REGOeNITION OF THE CONTRACTORS EL. 121'-6" / SOPHISTICATION, CONSTRUCTION WILL REQUIRE THAT THE CONTRACTOR r---1 ADAPT THE PLANS TO THE FIELD CONDITIONS ENCOUNTERED, AND ~ 12 12 ~ / MAKE LOGICAL ADJUSTMENTS IN FIT, FORM, DIMENSIONS, AND QUANTITY lo io i t~ THAT ARE TREATED ON eENERALL¥ BY THE PLANS. IN THE EVENT 6 - ADDITIONAL DETAILS OR GUIDANCE IS NEEDED B¥ THE CONTRACTOR ~ OR OWNER FOR CONSTRUCTION OF AN¥ ASPECT OF THE PROJECT, HE _ SHALL IMMEDIATELY NOTIF¥ THE DESIeNER. FAILURE TO eIVE A SIMPLE NOTICE SHALL RELIEVE THE DESIeNER OF RESPONSIBILITY FOR / THE CONSEQUENCES. 12 2u 0 g UPPER. LEVEL FFL. G -CQi G EL. 109'-do" O Lt-1 / 00 --1 a)=* Mmo S.goT 000 ~I09 ry .1 0 0 1 F r - \\Alne -1 -&1% g a - _ MAIN LEVEL FFL. 19 1, = EL.joi'-e• -65mS F 1 09 . p '0 2- T.O. GARAGE SLAB EL. 100'-0" t10 -,EAST ELEVATION 43 E-/ (2 - 610 \u./ SCALE: 1/4" = GO" =38 0 9,09 M *i. 2 2 9LM 22.4 E ,~REE M .?§ q 1 Ul TOP OF RIDGE TOP OF RIDE EL. 125'-O" i r-!L EL. 123'-0" ma 38&2.6 12 1 1 PERMIT IO 1.12 12 li li 12 12 11-~i 10 10 10 to 1 6 12 + 10 D I ~ Urj urj D 1 12 UPPER LEVEL FFL. FF]Fril 6-3 1-3 UPPER LEVEL FFL. 0 ~ EL. 111 '-4" EL. 111'-4,1 .~ 8 1 - 1 Un - 1 0 1 1 4 % 9 Me M 00 1 Elgl 0 - 0- C 0 0 ..1 n - MAIN LEVEL FFL. MAIN LEVEL FFL. EL. 101'-6" EL. 101'-6" m 0 1 - 16 1 b 9 9, C , 0 LITJ 0 0 B B Iii ------- 6% Lot€R LEVEL FFL. LOFNER LEVEL rFL. EL. Gil'-5" EL. 42'-11" m A~-3 SOUTH ELEVATION ~ - SCALE: 1/4" = I'-O" NORTH A Al 1 sheet number A2.0 EXTERIOR ELEVATIONS 9 8 7 6 5 4 3 2 1 2-1 .. ........ leulle,eUPI~;109 2909~ V anuakV MeaN[ 6II 9 8 7 6 5 4 3 2 1 ~BATE:-31.3*31 1 OMNER: JEFFREY I DRAP+1 BY: TOP OF RIDGE TOP OF RIDSE JOBP ~ ~~~~~~"~ EL. 129'-0" i EL. 123'-0. SCALE: 1/4"= 1'-0" FILE NAME/NUMBER: IllELEVATIONS 12 12.11 H 1 10 H ~GRERE---DATE. 1- 8 - 1 I.---------1 EILIP--2] UPPER LEVEL FFL. _ ~ _ UPPER LEVEL FFL. Ed i EL. lili-4,1 EL. 111 '-4" a) a 1 G G -CDC OW 0 0 00 I V 0 0 54 1 MAIN LEVEL FFL. MAIN LEVEL FFL. 71 3 EL. toll-6" EL. 101'4" N E-X M A ·M' bOR P 9 9 ~~ t~1 2 2=28 T F 7 iD 0 40 •r-1 LOWER LEVEL FFL. 42 E-/ LOFNER LEVEL FFL. EL. 41'-5" EL. 42'-11" LON Q 48 E roo -4-'CORIN rh FNEST ELEVATION Le .¤ co __ 8 Z¢ r-4 00 1 1 I i2 - - SCALE: 1/4" = 1'-O" - C - U] 01 £ 6 14,4 85 E (1) C-(If i &&28 a TOP OF RIDE 1-YI___1 12 1 EL. 123'-0" 11 1 11 11 1 12 12 12 12 D i,i 6 D 1 12 2 1 10 - 0 1 12 UPPER LEVEL FFL EL. 111'-4" 33 8 ~ C C 00 1 0 1 1 . 0 0 .. MAIN LEVEL FFL. -% - in /52 EL. 101'-6" B - NORTH ELEVATION NOTE: NOTICE DUTY OF COOPERATION \._00/ SCALE: 1/4" = 1'-O" MI- - RELEASE OF THESE PLANS CONTEMPLATES FURTHER COOPERATION AMONe THE OWNER, HIS CONTRACTOR, AND THE DESIeNER. DESIGN i AND CONSTRUCTION ARE COMPLEX. ALTHOUeH THE DESIeNER AND · HIS CONSULTANTS HAVE PERFORMED THEIR SERVICES MITH DUE CARE AND DILIGENCE, THEY CANNOT SUARANTEE PERFECTION. COMMUNICATION IS IMPERFECT AND EVERY CONTINGENCY CANNOT 1 BE ANTICIPATED. AN¥ AMBIeUIT¥ OR DISCREPANCY DISCOVERED NORTH ~ B¥ THE USE OF THESE PLANS SHALL BE REPORTED IMMEDIATELY A TO THE DESIGNER. IN RECOGNITION OF THE CONTRACTORS Al I SOPHISTICATION, CONSTRUCTION MILL REQUIRE THAT THE CONTRACTOR sheet number ADAPT THE PLANS TO THE FIELD CONDITIONS ENCOUNTERED, AND 1 MAKE LoeIGAL ADJUS™ENTS IN FIT, FORM, DIMENSIONS, AND QUANTIT¥ THAT ARE TREATED ON eENERALLY BY THE PLANS. IN THE EVENT A2.1 ADDITIONAL DETAILS OR eUIPANCE 15 NEEDED BY THE CONTRACTOR OR OMNER FOR CONSTRUCTION OF AN¥ ASPECT OF THE PROJECT, HE SHALL IMMEDIATELY NOTIFY THE DESIeNER. FAILURE TO GIVE A SIMPLE NOTICE SHALL RELIEVE THE DESISNER OF RESPONSIBILITY FOR EXTERIOR THE CONSEQUENCES. ELEVATIONS 9 8 7 6 5 4 3 2 1 0 . 0 . . . . less@H -ung 3111 leu 719 19~~adogeUTIPAI . opeJoloo uadsv 'anuaAV alIeaNT 6II 311ll 103rOWd . 9 8 7 6 5 4 3 2 1 ~ATE-81-34-01 | ORNER: JEFFREY I i PRAMN BY: Jotap SCALE: 1/4"= 1'-0" IllELEVATIONS FILE NAME/NUMBER: H H ~REVISIONS:-BriFE~ i 1 Ed 0 E *0 G G -CDC OW 0O -J C) 5 4 TOP OF RIDE TOP OF RIDGE .008 - EL. 123'-0" bo,o I I 22_ EL. 123'-0" -~IO!£1 1 Gy 12 12 1 10 r -110 ' FAMILY RM LOFT c -M 3- ·3' bOR 12 3 100 - 2 =221 = 421 uvi RM. LOFT F F 1 - 12 t10 -75 C UPPER LEVEL FFL. UPPER LEVEL FFL. 42 N EL. 111'-4" EL. Ill'-4" $-I ON mi 0 - N NEW PORGH M.Coag ¤ 0 CO A A m -0 -o 4, 2 099 1 E o LIVING ROOM E 53 9 v FAMIL¥ ROOM 13 4, af 28 2 8.,8 4 .. 1 MAIN LEVEL FFL. /O/0 0 lot; 1 EL. 101'-6" MAIN LEVEL FFL. - - &gag&,16 EL. 101'-6" .... 4.1 I 1-1 l 1-11 211 911 211 PERMIT CRAINL SPACE 1 5 0 EXIST. B M CLO .4 i i le i lEill-1 : 1.--1112111-111 I liT' 0 0 D LOINER LEVEL FFL. Aff' 1191 H-I H-H 1 EN IE 111111211 - D -4-7111-11 El 11- Na l« tal E EL. 42'-11" LOWER LEVEL FFL. EL. 41'-5" .1 '. 4 -:: .... - 1.-- :.---, )....... .. - '-1 '1 ~~·; - - ~~~ --- - - - - 19 1 El I BIE ~-F El I Ill I El l lei I El I Ill I Ill I lul I Ill I M I S I B IEl I lut I I«I I URI lEi lie 11911- © i -' 4-I l l«I I lei ..1*.:.. I-1 I El 1 IEI I lal I El I lei I lei I El I 121 I Ill I El l IEI I I-I I lEi I 1211 lei H-E N-11'- 1-) H-I H-1 H-l Nkl I 19' l lal I .i~... 1 8-11 'El I lei l l«111*111*11 lEi 112111371 , NE-I 11-11 Uct' 11-111-11 lamE| 11111 |-| i 1-| j 1-1 1 12111-| I 1-I I I=i i I=H I-111 -111-I T Er' I t- m i iwi I Ill I Ill 1 1- 1 1.i#:~ I I lal I 1.....}..0...4.. 1 11«1119111«111«1112111211121 I 17 -111-111-Ill-111-111-11'Elll-Ill-111-11121-111-1 ''l-" '9111411 '-)-i)k= 11ilaili-iii-Iii-iii-iii-iii«- 111=It 10]91--44 1-1- r:glism 1 = 11*Illal 11-Ill-11121 I 111 1 12111-I ll«4111- -1112111»I 112111211 11111«111«1117 . 1-9191-1-1441*UE' 11=111- e C C - BUILPINe SECTION - BUILDINe SECTION I (B- (A- \._/ SCALE: 1/4" = 1'-O" - SCALE: 1/4" = l'-O" 6 8 8 NOTE: NOTICE DUTY OF COOPERATION RELEASE OF THESE PLANS CONTEMPLATE FURTHER COOPERATION AMONe THE ORNER, HIS CONTRACTOR, AND THE DESIeNER. DESIeN AND CONSTRUCTION ARE COMPLEX. ALTHOUGH THE DESIGNER AND HIS CONSULTANTS HAVE PERFORMED THEIR SERVICES MITH DUE CARE AND DILIeENCE, THEY CANNOT eUARANTEE PERFECTION. COMMUNICATION 15 IMPERFECT AND EVERY CONTINGENCY CANNOT BE ANTICIPATED. ANY AMBISUIrf OR DISCREPANCY DISCOVERED BY THE USE OF THESE PLANS SHALL BE REPORTED IMMEDIATELY 1---I TO THE DESIGNER. IN RECOGNITION OF THE GONEACTORS A SOPHISTICATION, CONSTRUCTION WILL REQUIRE THAT THE CONTRACTOR sheet number ADAPT THE PLANS TO THE FIELD CONDITIONS ENCOUNTERED, AND MAKE LOGICAL ADJUSTMENTS IN FIT, FORM, DIMENSIONS, AND QUANTITY THAT ARE TREATED ON eENERALLY B¥ THE PLANS. IN THE EVENT ADDITIONAL DETAILS OR eUIPANCE 15 NEEDED BY THE CONTRAGTOR A3.0 OR OWNER FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, HE SHALL IMMEDIATELY NOTIFY THE DESIGNER. FAILURE TO eIVE A SIMPLE NOTICE eHALL RELIEVE THE DESIGNER OF RESPONSIBILITY FOR THE CONSEQUENCES. BUILDING Iff' SECTIONS 9 8 7 6 5 4 3 2 1 0 . 0 . 0 0 0 lau 1191.UPIJOIL. 00 uadsv 'anuakv aleaNI 6II :JOJ P~OUI31 V :alill 103rOkld ..... 9 8 | 7 6 | 5 4 | 3 2 1 1 DATE: 01-24-01 OWNER: JEFFREY SHOAF DRAWN BY: JO/'ep - LINE OF NEW LOFT BELOW SCALE: 1/4"=1'-O" ~ ~ IMPLANS FILE NAME/NUMBER: /ZZZI - LINE OF NE»1 PORMER H REVISIONS: PATE: ~F---rl-~--1- T T T -T -1--r -1-1-1-r- 1--·--~--u- /--- - - ------------ --1- -1]/ MALL ABOVE GARAGE lilill'Ill lilli 11/1 10 11 ~ 1 111111111111 \ H /' | 1-EXIST. 1 12 \£-Li Ill'll''Ill *1 I -/11 1 --- ..n=-==.falfEETEFEg -af£2-2,3 14 1 IO ~ le g '\\ 10 10 11 11 1 1- . 11 1 111 - \ 12 12 / 11 1 & < 10~12 ~ 2-_-- 111 2 d \ 10112 10112 a) g B 0 \ h E- 1 1 11 3. G -*Ix _ G= ~-33 -1- 4--- 29 LINE OF EXISTING BLDS OW BELOIN 1 1-- - ------ ----7----9-----------]A C)54 / 11 11 11 63===11 1 10~12 11 11 0 00 0 10112 11 0 0 11 11 a>O I Iom 0 0 11 11 117~ V' 11 11 11 10 10 M i ~ E=ZE=»12 I 3 ~p~ 10 ~ 12 082 11 2 12 11 11 EX]577. *MA || || 5112 11 11 11 // 1111 \ 1 1 =ms 11 11 / lili 1 \\ 11 1 10~12 F --------Tr-------r--------- --Id f 11 11 11 ' ~ 11 1IL_~L-=---24~_~~ EXIST. 1 -1 1 10 12 tl,0 11 ./ \- 11 1 512 1 -____ C 1 0-1 $-ION 1 -----31\\ L 42 E-4 1 lan--1-1 lili F------1--0-9 21'i -11 1 9.©80*~ 1 10.12 10 10 - EXIST. EXIST. - 1| 12 12 12 12 - 4 1 1 /00 -9(0 N 5 1 6 0 0 { 11 11 1 2'0 9 11 11 ~0 12 1 rn 03 00 ® 11 4 ~12 E 11 1 *222- a) ¤ F- - 2,2. 2 Il E 4 #-' L Ill I~ |i lili 134 0 0 1 11 ma 240 A. AM ---27_»f-+7_ 2 ~ i 2----- 31 1 ' Mill 1 - 11 / \ 11--1 4 ' SET PERMIT 11 ./ % 11 D"1 1 1 Al L========-.i-.r.====,4 ~ 1 1 1 1 1 1 1 100 12 I lIli 1 1 1 \ -1 1 1 D 0 1 1 CIr- 1 11 --11 1 ' 41---- 01 11 1 .-dk 111----75 1 [IL----111 1 \4 L__- -Ill I 111 1 4 00 11 44 1 11 11 f/ 1 . C g/ 5 1 C 12 1 f - \ .Ph 111 /1 11 « 01 4- 111 C I Ilu 11 \ / i 111 A 4 -1.'.-1----,J L j 1 1 ~ 4~ Jalk L 11 1 3 'A1 10 10 -li- 1 ' \29/ - C.LIJ 12 12 11 111 / 1 1 Ill / 1 1 8 111 rr / 1-1 11\\ //11 / 1 8 111 1 Jil 11 / 11 1 1 11 11 "/ 11 'il~ FEE *EE m Ezy ~_ __ _-__- -11 13 NOTE: NOTICE DUTY OF COOPERATION -- RELEASE OF THEE PLANS CONTEMPLATE FURTHER COOPERATION - AMONe THE OWNER, HIS CONTRACTOR, AND THE DESSNER. DESIGN AND CONSTRUCTION ARE COMPLEX. ALTHOUGH THE DESISNER AND HIS CONSULTANTS HAVE PERFORMED THEIR SERVICES ~ITH DUE CARE AND DILIGENCE, THEY CANNOT eUARANTEE PERFECTION. 4 COMMUNICATION IS IMPERFECT AND EVERY CONTINGENCY CANNOT BE ANTICIPATED. AN¥ AMBIeUITY OR DISCREPANCY DISCOVERED NORTH BY THE USE OF THESE PLANS SHALL BE REPORTED IMMEDIATELY A TO THE DESIeNER. IN RECOSNITION OF THE CONTRACTORS A SOPHISTICATION, CONSTRUCTION MILL REQUIRE THAT THE CONTRACTOR sheet number ADAPT THE PLANS TO THE FIELD CONDITIONS ENCOUNTERED, AND MAKE LoeIGAL ADJUSTMENTS IN FIT, FORM, DIMENSIONS, AND QUANTITY THAT ARE TREATED ON eENERALLY BY THE PLANS. IN THE EVENT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED B¥ THE CONTRACTOR ROOF PLAN Al.3 OR ORNER FOR CONSTRUCTION OF AN¥ ASPECT OF THE PROJECT, HE SHALL IMMEDIATELY NOTIFY THE DESIGNER. FAILURE TO eIVE A SCALE: 1/4" = 1'-0" SIMPLE NOTICE SHALL RELIEVE THE DESIGNER OF RESPONSIBILITY FOR THE CONSEQUENCES. ROOF PLAN 9 1 8 1 7 6 5 4 3 2 1 e. .0 0. 0. Kq eu6!sep :31#1103rOad etattnet OpEJOIOE) uadsv 'anuakv alleaN 6