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Home My WebLink AboutLand Use Case.311 Park Ave.A056-982737-181-00049 A56-98 311 Park Avenue - SMR Approval 1 & 200Â«01 01 ji)- < i ~//~ S' .r' -1 1 M 1 1 1. 1 i....511 fhtÂ¢..7Â£6. M. R. 6<E M P -rio M I~ CITY OF ASPEN PLANNING CASELOAD INDEX 1 1.: 1. lilli: A . ... I. A - - A .:. :..... .. A. - , 0 - .:. .0 0 ... .0 .0 D. 0 ... 1 â€¢---1 MEMORANDUM TO: Stan Clauson, Community Development Dire FROM: Mitch Haas, Plannerdk \\*0%1159 Ah APPROVED 1, RE: Phelps Residence (311 Park Avenue) Stream Margin Review F.Â¥l. - n. Parcel I.D. No. 2737-181-00049. 00#\*25% DATE: July 16,1998 SUMMARY: The applicant is requesting a Stream Margin Review exemption to add a second-story deck to the rear of the existing residence at 311 Park Avenue. The proposed deck is on the side of the structure adjacent to the river. The building is used as a single- family residence, and the property is zoned R-6, Medium Density Residential. Community Development staff recommends approval of the requested stream margin review exemption for the Phelps Residence at 311 Park Avenue with conditions. APPLICANT: Edwin Phelps, represented by Bill Campbell, architect. STAFF COMMENTS: Section 26.68.040, Stream Margin Review Because development is proposed within one hundred (100) feet of the high water line of the Roaring Fork River, the proposal is subject to stream margin review. Ordinance 38 of 1996 amended the stream margin review provisions of the Municipal Code (codified as Section 26.68.040(C)) to include an exemption for "expansion, remodeling, or reconstruction of an existing development...if the following standards are met." As 311 Park Avenue is a privately-owned, existing development, and the proposed addition is of such minimal magnitude, Community Development staff finds that the proposal would be eligible for an exemption, provided the following five (5) standards are met: 1. The development does not add more than ten (10) percent to the floor area of the existing structure or increase the amount of building area exempt from Jloor area calculations by more than twenty-five (25) percent; and RESPONSE: The proposal would not add more than ten (10) percent to the existing floor area, nor would it increase the amount of building area exempt from floor area calculations by more than twenty-five (25) percent. The deck addition would be exempt from FAR calculations. The existing area exempt from FAR calculations includes 685 square feet (368 for the deck structure(s), and 317 for the garage). Twenty-five percent of 685 square feet is 171 square feet, and the proposed deck is 120 square feet in area (17.5%). All Far calculations shall be subject to verification by the City Zoning Officer during building permit application review. 2. The development does not require the removal of any tree for which a permit would be requiredpursuant to Section 15.04.450. 1 F R Z,Able] RESPONSE: The proposed development would not require the removal of any trees. 3. The development is located such that no portion of the expansion, remodeling or reconstruction will be any closer to the high water line than is the existing development; and RESPONSE: The proposed deck would be located above an existing flagstone patio and would be no closer to the high water line than is the existing development. 4. The development does not fall outside Of an approved building envelope if one has been designated through a prior review; and RESPONSE: The plat for 311 Park Avenue does not have a designated building envelope; therefore, this standard is not applicable. Nonetheless, the proposed development falls within and would comply with all setback requirements associated with the property. 5. The development is located outside of the special flood area and more than one hundred (100) feet measured horizontally from the mean high water line of the Roaring Fork River and its tributary streams, or the expansion, remodeling or reconstruction will cause no increase to the amount of ground coverage of structures within the special flood hazard area. RESPONSE: The development will cause no increase to the amount of ground coverage of structures within the special flood hazard area. Moreover, the proposed development would be located outside of the 100-year flood plain. RECOMMENDATION: Staff recommends approval of the requested stream margin review exemption for the Phelps Residence at 311 Park Avenue with the following condition: 1. The applicant shall protect the stream bank during construction by erecting a silt fence barricade along the westerly edge of the existing flagstone patio prior to demolition or excavation. No earth can be disturbed to the west of the barricade fence, and all existing vegetation to the west of the barricade shall be preserved. The barricade fencing shall not be removed until after the issuance ofa Certificate of Occupancy. APPROVED BY: c -9-le_- 1-irk,4 lits Stan Clauson, Community Development Director 2 RE C; 7 JUL 2 9 1998 Edwin L. Phelps A.#-cit /1 1, Al,% Linda McFarlin Phelps AUN'\TY D'EVELOPMENT 1009 Basil Road McLean, VA 22101 703/893-1973, fax 703/506-9878 July 21, 1998 Community Development Aspen/Pitkin Planning Office 180 S. Galena Street Aspen, CO 81611 To Whom It May Concern: Mr. William Campbell of 175 Big Hat Road, Basalt, CO, 18621 (927-4425) is authorized to act on our behalf in any Planning Office matters regarding our residence at 311 Park Avenue. If you have any questions regarding this authorization, please contact us at the above number. Sincerely, 00 j Â· PIA-/ Edwin L. Phelps Enda McFarlin Phelp/ LAND USE APPLICATION PROJECT: Name: 8Â·lm zel RES 100.oce Location: 511 BLJZJc Ay. A-speâ€¢J , Co (Indicate street address. lot &'block number. legal description where appropriate) APPLICANT: N a m e : 6- D W 1 U (44 â‚¬ L ps Address: 3,1 UkmA<- Aw. A-5)64 G Phone #: 12-0 - #220 REPRESENTATIVE: Name: lx-)1 Lb,AM C-A HpBELL , A~ke~ p=IN- 0 6- Address: 115 6 te, HiA T Â¢2,1., ft:*3.4-T-, CÂ© 6!GLI Phone #: 917 - 4415 TYPE OF APPLICATION: (please check all that apply): Conditional Use El Conceptual PUD U Conceptual Historic Devt. Special Review E Final PUD (& PUD Amendment) U Final Historic Development Design Review Appeal I~ Conceptual SPA U Minor Historic Devt. GMQS Allotment El Final SPA (& SPA Amendment) m Historic Demolition GMQS Exemption ~ Subdivision E Historic Designation ESA - 8040 Greenline, Stream Â£ Subdivision Exemption (includes El Small Lodge Conversion/ Margin. Hallam Lake Bluff, condominiumization) Expansion Mountain View Plane U Lot Split D Temporary Use X other: ES A El Lot Line Adjustment C] Text/Map Amendment 3 M-9 (NeÂ«~0 h) EXISTING CONDITIONS: (description of existing buildings. uses. previous approvals. etc.) SYF Wes ' ~ S M {EL A 0(3RvÂ«. PROPOSAL: (description of proposed buildings. uses. modifications. etc.) Ex-TE un O ELIC. ~ Have you attached the following? FEES DUE: $ 540 [*'Pre-Application Conference Summary f Attachment #1. Signed Fee Agreement ~Response to Attachment #2. Dimensional Requirements Form IEF Response to Attachment #3. Minimum Submission Contents [EF-Response to Attachment #4. Specific Submission Contents [Er Response to Attachment #5. Review Standards for Your Application m El El El El El ASPEN/PITKIN COMMUNITY DEVELOPMENT DEPARTMENT Agreement for Payment of City of Aspen Development Application Fees (Please Print Clearly) CITY OF ASPEN (hereinafter CITY) and ELÂ© 1,3 Akih (hereinafter APPLICANT) AGREE AS FOLLOWS: 1. APPLICANT has submitted to CITY an application for ES A, S hUR_ 9 8-490Â©U (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that City of Aspen Ordinance No. 43 (Series of 1996) 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. 3. 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 to allow APPLICANT to make payment of an initial deposit and to thereafter permit additional costs to be billed to APPLICANT on a monthly basis. 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 approval, unless current billings are paid in full prior to decision. 5. Therefore, APPLICANT agrees that in consideration ofthe CITY's waiver of its ight to collect full fees prior to a determination of application completeness, APPLICANT shall pay an initial deposit in the amount of $ 45-O which is for 5 hours of Planning 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. CITY OF ASPEN APPLICANT signature: vJ, Q f N Stan Clauson Date: 1.11. 1(6 Community Development Director Printed Name: w. CAH,c,eal- City of Aspen Mailing Address: 4 75 Bift (6+7 23 . 6â€¢,5%<ii CO . 8((6 â‚¬-1 Phelps/McFarlin Stream Margin Exemption Response to attachment 2 Monday, July 13, 1998 1. Applicant's/Representatives name, attached. 2. Project address, attached. 3. Copy of deed, attached. 4. Vicinity map, attached. 5. Improvement survey, attached. 6. Dimensional requirements, attached. V./ *U/"J 10:04 0002 ... W CAMPBELL 04/19/93 10:40 11303 917 4428 W CAMPBELL tool Edwir, L Phelpi -d Unda 8. MEF-Un -10'lon'illiwol liwijal' 2775 South QU~W Blmet. Sulle 600 Arlinglon, Virginia 22200â€¢2200 Lâ€¢- L-ent Phnnâ€¢r A...7'... PIA"Ag Omci 1Â®08.Oahma AlpIL CO 81011 Tu//*44 April 20,1092 Thi 106â€¢wing pIA. .re aulturized to =t on our bahal In any Plan,ung Omoâ€¢ mailim r,0-I, our plup-d Mildineâ€¢ I 10 Palk Av. W=â€¢m Â©impb â€¢ 171 0~Hâ€¢ * 0///Ut 00 'legl 027-4425 Ohill= Smâ€¢dt 000 E M.~1 AlpIA 00 *lall 0254470 Our Wl,hon, numbor 11: 703-570-8800 ELL 3 . Pig-~ Ed-l Phelp. 2:92 Phelps/McFarlin Stream Margin Exemption Property Description Monday, July 13, 1998 Street address: 311 Park Av., Aspen, CO 81611 Legal description: A portion of Lots 12,22 and 23, Riverside Addition, Aspen, Colorado Note: Some of the documents refer to the property as 163 Park Avenue. The address was changed to 311 when North And South Park avenues were combined in 1993. 33d332 694 RECORD $10.00*3 '- 17 i . 7 - . U DOC FEE $39.7Â»r â‚¬ 61154 . L $ I .... 214- ' . Ry- -=- 2.- - -1 - -4- RECORDE*lITAMP ,- ..' 4 t. I . Lwpw M.4 th'. 8 ' 1, d.,) 01 1/even,Det %3[" Tms DL F.t). uÂ· bkf... LA.fk,(U- Â·0 :1 Le,91 Â·bet.,en ROLLA K. lili.1., lia. .1< to an undivided 40- intprest .k ' 4.J 1 and ROLLA B. 111LL. JR. & MARY ANNF WILCOX, "r,tr teeÂ· â€žf Th, 1 1., B, -/ RW L 0 for..f.ecril Hill Charitable Remainder Ziltrus: . as to an undlvided 54 . V , 2../ / . . 3 t>-0~'2.1*Râ€¢-D' interest . Mla E. Hill, Jr., individually and : Â».2 /4 0 * Mar, Anne Wilcox, individually ortlu Count, 1 Hendo: in' â€¢.(Slairor California ,of thefir,t part.ind .. I +9*299,4 a - Â·Â·41 . .2 - -E . 1 1 + "'tr. 4 ' EDWIN l.. FHELPS and LINDA S. McFARLIN r.il a. '_ J .-'c .1,.. 1.., addroui, 4 1 12 Faith Ct., Alexandria. VA 22311 , Jr5~,~./.A '114 . ..1 4 ..;MIL .. 4:/ .--- '-/-'* , .42,9- .. .... .,4. ce-,0, Arlin*ton' 0.4 8~.i..,#1&AWN}th.--1-F jec 2~1 ~,~,NESSETH,#hat I h....1..,1 te. O'the F,nt pirt.loriadmeÂ®n,iderationof th/:w=lf *3 ':2- 9.,/ im'tkI.,Rs and other valuable, consi,46tton '~ ~ t.'23 ' ~ 4.%... . 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Inf./..ple. and have ,-10Â«ht. f,119.-r *f - .. --I....17 1 44 h 1 4/,1/0*//*4/** benâ€žtana /nes,ment -4 *-0//EZ/4 #hat-0* . 0 2'Â»63*et to Exception, on reverle. . 1411â€¢% : .2 , - _ 7. ~Â·'# ' -:-Â·Â·.';t#'~Â·-4, 1: <: Â·02 ~' Â·Ce-..4M&4 M I I , trk#rk--ba'.8-1 Pr.-1-1. the ./.1 '/"i/'le/'I#/ i""/Id0d72u'.il' hetrm Imiaaeâ€¢Â¢nâ€¢. aliml IU and ,Â¥.â€¢, pe-- - D~Â¥1,â€¢*s tâ€¢-fihy â‚¬lm--1. *Â®1*1141* r>- . *:,;'thâ€¢â€¢â€¢*11-â€¢1108 0#,her,ri pert W.atland .,11 WARRANT AND FOREVER DEF~ i 7 1 2 91 4-IN WITNESS WHEREOF the -id -ties â€¢f the Ant lert' 6.Ve Ii,M.fIR -1 0 . - 1671 f .. FIC'34i : Sitge' . , .... I 1 - - . w C . , lip)/*i--A- '11Â» Hill,@baritable,I~li , 64''f * 4. Map,764811.,r]Mividualli I California RMft-INOMt : individnally'USti.-~ . 3- : 3 ' 2 1 j.* STATEOF(11.XM*00 1. 4 4 Trustee for Rolla B. 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D ECK! 41 1 1 /frvt,63*.L 1:Kâ‚¬rtk ti eNE#6 5%12 6.2-Â£, 4 1 9 Â¥7_---------, I 4-1"4<66& DEcALLA 40' '4& <FWONÂ» LotÂ·V> : + 1%/ 9/4. 1/ \2 v..4.6 ,+446 4 17,3 plk, NuhAMUNC -3 %<76= 1 9100* Dâ‚¬&,A.L. 4--- f * 0 4;==* \ tOO .. UPLAFF | \A,zo - Hof*t. + 2.1 -~=*As2~23:r-4 N-\I Ze b , 70#,15 Y- 4/Aâ€¢.k 0- /G- . -1,-1...)(33?o 14 60' ~ *off;\T #EE. Ab\A , E-2/9 21 k 2 ,# 4-- i e zoâ€ž , r: A Â«12Â«lok - TY['16& L 5 f r-44' - ELE VErl 0 4 _ .14< 7-6-, V./47 r 4 0- ic- i 4% [Le L- <*T '40000 661-, ff. 92 2 OUO ISSUED SHEET ISSUED SHEET S K PEIGHTAL ENGINEERS Ltd 6 4141 F !041-1014 S KPEIGHTAL ENGINEERS Ltd C LA KI F !04-rio ki 7-6-016 STRUCTURAL CONSULTANTS STRUCTURAL CONSULTANTS (1 1- 2- 7 -4 46 76 Sunset Drive Unit 4 FHE,Fab 13â‚¬z, Ic 41.1 76 Sunset Drive Unit 4 134 El,FS IDELIC DRAWN Basalt, Colorado 81621 -57 DRAWN r~Â·z,â€¢ Basalt. Colorado 81621 OF J (970) 927-9510 Fax: (970) 927-0597 45 FEN , 09 W U. 50 9- Â«A (970) 927-9510 Fax: 0970) 027-0597 467 FE N , 601-0 B..bo OF 4 F. ALL EXISTING CONDITIONS MUST BE VERIFIED BY THE BUILDER IN THE GENERAL NOTES FIELD. UNKNO- AND VARIED) CONDITIONS MAY BE FOUND. NOTIFY THE PHELPS PECK ENGINEER OF ANÂ¥ STRUCTURAL CONDITIONS FOUND TO VARY FROM JULY 4, 1198 THAT INDICATED. DESIGN REVISIONS MAÂ¥ BE REQUIRED, AND ARE EXPECTED AS A PROCESS, OF REMODEL AORK A. PESIGN LIVE LOADS 1. SNOM -1-Pei 6. ALL DIMENSIONS ON STRUCTURAL DRAFYINeS SHALL BE VERIFIED 1 FYINIP: BASIC FYINE> SPEED 30 MPH AGAINST THE ARCHITECTUI<AL AND DISCREPANCIES SHALL BE BROUGHT EXPOSURE -2= TO THE ATTENTION OF THE ARCH rTECT. OPEN TOPNER 3. SEISMIC ZONE 1. H. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM B. PESIGN COPS CONFORMANCE FNITH THE DRAPNINGS AND SPECIFICATIONS. 1. UNIFORM BUILDING CODE (191-1) 1 ACI BUILDING GODE (ACI 318-q5) 1. THE CONTRACT STRUCTURAL PRAMINGS AND SPECIFICATIONS 3. AIM STEEL CONSTRUCTION MANUAL (clth Edition) REPRESENT THE FINISHED STRUCTURE. THEY PO NOT INDICATE THE METHOD OF CONSâ„¢UCTION. THE CONTRACTOR SHALL PROVIDE ALL C. FOUNDATION MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING BUILDING FOOTINGS HAVE BEEN INDICATED AS A HELICAL SYSTEM, CONSâ„¢UCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED DESIGNED BÂ¥ OTHERS. SEE PLANS FOR DESIGN LOADS. TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VIS[Te TO THE SITE Br THE STRUCTuRAL ENGINEER P. CONCRETE SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR FNILL THE CONCRETE HAS BEEN DESIGNED AND> SHALL BE CONSTRUCTED IN STRUCTURAL ENeINEER BE RESPONSIBLE FOR THE CONTRACTOR'S KLORDANCE FNITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF (ACI 318-95). ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS STRENOTH OF 3000 Pei IN 28 PAYS. REINFORCING BARS SHALL BE INCIDENT THERETO. ASâ„¢ AE,15 - GRADE 40. NO SPLICES OF REINFORCING SHALL BE MADiE AND NO Fâ‚¬LDING OF REINFORCING SHALL BE PERMITTED EXCEPT AS .1 STEEL PICKING DETAILED OR AUTHORIZED BÂ¥ THE Sâ„¢UCTURAL ENGINEER. LAP FORM DECK SHALL BE 10' DEEP, 32" FNDE, 24 GAGE GALVANIZED STEEL, SPLICES, AHERE PERMITTED), SHALL BE A MINIMUM OF 44 BAR MITH MINIMUMI YIELD STRESS OF 601<51, FNITH MINIMUM DIAMETERS. PROVIDE ALL ACCESSORIES NECESSARÂ¥ TO SUPPORT REINFORCING AT POSITIONS SHOFNN ON THE PLANS. ANCHOR BOLTS FOR Sp = O.00 IN.3 91 = O.103 IN.3 AND Ip = O.057 IN.4 In = 0.059 N.4 PER FOOT BEAM AND COLUMN BEARING PLATES SHALL CONFORM TO ASâ„¢ A3O-1 OF MIDTH. DECK SHALL BE ERECTED IN ACCORDANCE FNITH AND BE PLACED ~UTH SETTING TEMPLATES. MANUFACTURER'S RECOMMENDATIONS AS 2 SPAN MINIMUM AND SHALL BE ATTACHED USIN6 THE FOLLOFYINe MINIMUM ATTACHMENTS: E. STEEL MELD DECK TO SUPPORTING MEMBERS FYITH 4-16 GAGE FNELDING ALL STEEL SHALL CONFORM TO ASTM ASE, EXCEPT TUBE COLUMNS FNASHERS PER SHEET AT ENDS, END LAPS AND AT INTERMEDIATE FNHICH SHALL CONFORM TO ASTM ABOO (GRADE B) LATEST EDITION. SUPPORTS, AND AT 16" O.0. AT PERIMETER BEAMS AND OPENING EDGES ALL SHOP CONNECTIONS SHALL BE RELDED. FIELD CONNECTIONS RUNNING PARALLEL TO THE DECK. SIDE BEAM ATTACHMENT SHALL BE SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM BUTTON PUNCHES AT 16" O.C. ALL RELPING SHALL BE PERFORMED BY NUMBER OF ASTM A325 3/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE Fâ‚¬LDERS EXPERIENCED IN LIGHT GAGE STEEL PECK MORK. ROFY ANC) SHALL CONFORM TO ASTM *325N, UNLESS CT'HERAISE NCTED. ANCHOR BOLTS SHALL CONFORM TO ASTM A3O7. STRUCTVRAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE RITH LATEST PROVISIONS OF THE AIM MANUAL OF STEEL CONSTRUCTION 95060 AND AIM COPE OF STANIPARD PRACTICE. SHOP OF<AY#NeS SHALL BE SUBMITTED TO THE ARCHITECT OR ENeINEER FOR REVIEFY PRIOR TO FABRICATION. SHOP PRAMINGS SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE RELDERS MEETING THE REQUIREMENTS OF THE AFNS "STANDARD QUALIFICATION PROCEDURE". COMPLY MITH AFNS 01.1 "STRUC.TUFVKL FNEUPING CODE." ALL FNELDe SHALL BE E70>O< TYPICAL UNLESS NOTED OTHERMISE. PRIME ALL STEEL FYITH APPROVED PRIMER. TOUGH-UP PAINT AT EXPOSED BOLTS, FNELIPS, AND ABRADED SHOP PAINT AREAS. DRY PACK OR ,~,:; J~J jijll GROUT FOR BEARING PLATES SHALL BE SHRNK RESISTANT EMBEGO 153 2 e. _.-#6.mp, OR EQUIVALENT. >-' I. 4 I '.â€¢ Â· I.$ L~~ -1-10,-1 , _A 1 R !* 23777 vi .* 25777 72 : i 2 9 1.248/ON,riÂ¥,t:F '% 73/0 2,4.L r- . $4Â· ISSUED SHEET ISSUED SHEET 9 Sceo 7,4-900 S KPEIGHTAL ENGINEERS Ltd g LLKI F ICA-rio 14 S KPEIGHTAL ENGINEERS Ltd g LA El FICA-ricki A 7-9.10 STRUCTURAL CONSULTANTS STRUCTURAL CONSULTANTS 76 Sunset Drive Unit 4 134 ELF*b IDLIC dll-5 4 l-4 76 Sunset Drive Unit 4 (14 EL?b 136Â« DRAWN - Basalt, Colorado 81621 DRAWN Basalt, Colorado 81621 OF 1 (970) 927-9510 Fax: (970) 927-0597 55'FE N , COLO %& 50 OF JI- â‚¬ (970) 927-9510 Fax: (970) 927-0597 49 FE 51 1 601-00 KAâ€¢ 60 4- ancm".4'4 - .6-0 -4- 1 - .9 ---De--9- -- I4Â·G :1â€¢0 4.0 F bor A- C~laAâ€¢tol #al Uf **EA, 1(404 k r-+ *.O ~ 1 - 1 1 1 au/-59 h A- 5 FIR 1 1 3 14,0 G-A- Le.c 1167 397 (.3- p-,1-tar r~te) /-0 1 Groi,4 0- 1.137 ' 820 (317 0..01 ~ | ~*111_10. + : 463 60 OUTUK-WCEÂ· 00 464â€¢lbertow - , 1 6.6 8/0 1 k .Â¥50 Â»pa ~ /Â· --33 9 1â€¢ 6 04 1 Wre.â€¢â€¢-0 Â·~, ~ (DU401'4:i,I.,0.*.j.- -10Â·8 11.9 Â»,6.\ / 1 Upp- Le./ 1.02 1.172 . 7 11 0 42.6 4Â£ - + 6 90.0 f*J j'Â»416=*Â·'41\ Ih/ ---,K73-9 / i I 101. 8,4 ' *I.'-eN K-Apâ€¢4,44 y.u,L~Â·-2.-,Â·â‚¬1*1 -- -AH Cr\ y. , 26 1 1 - TOTAL 3,476 2.389 (2.452,lic-fe) 1 4 . , 606. R.C./ 1 .01 L.lrd ..0,6.--0 1 r .2.3 . 4-T- - 1 J/,f~ -38 aiD 1 9-1.''-iSG- 0.- 292 0 (368.-pt) 1 11 L 47 fi, 5 3 - /6 2 2 -. - 333==p -e .SiK - - ..MIA' w . M.5,4 r--=f-- -3 -7~7-,953%34~22 3-1 7 Â· 1 11 1 -\Â® O k.-4 ...ta /1 U) L 1 -1 -20 1 1 1 4-1 le,-0 .-2- i i I ' 1 -22~ 11 21",M .6 lt-+ r i / -il 'ty 1Â°EN 1 L 1. - - .1 i ./ 1 1 0...e- 1 1 D 4\ i r _ A /1 ,44,-4Â«4,1.DÂ¥GLÂ«--1- ,/., / ... AL - - -3 ~ | - i.Â£,1 - 541 ~ ~ 16 1 100 ' 64--- 2.8 ./c- - 3.000 I. - 1 1 / 1 - -i -51&40 or-o=. /- 1 |-- - 0 1 1 ~ Â·,a c.,- 27 1 , N / 1 Ilig - 4.0 . ... 1 //0/ . | 1 roo / - ~ 'ET 91 rr a. e.,0.04.9 , *g Al--Le 0 0 : 1 3 'lli \ , 0- i 1 TI' Filcs ~ 2 '1=., 4,(p, eoSIVEuc= 1 e--7--~22* Ill, i Â£ 1 AA , 9 9 9 .1 4 4 / - I C.-O W. 116. r â€¢bl-Ah 12Â·0 6 \ Ul 1 a,x>61.Â£.... 1 4â€ž..... 1*'â€¢re> 1 \ 1 â€¢ : 151 ' â€¢â€¢.4,:.2 | o, 0 . . - 1 141' C.e w *U 1 1 t: 0 f."ll'- or 'our...1 ,-0/ ,~=....â€¢ Â¢ p . 4-'1 1 i i ' 4,-'.P 1 - 14.11 K t-(.. 1 -Fl - 1 1 - 1 1.-; ,-' 1 + 460~rh I ~k u,0,~, ' ht---1\.. ! 7 - G.0,1,4 + 1 Â· Â· S.rk='5 1 / # . 2 2--A -A 11 X . fL .4, Pe=Z. EET=Â·e- , ~ u p i . t.&-0 \ :9 1 13,11 0/w' - k-- - 1 ~C 3 , A * ./. 1 - )\ 1 14 1:,6 & 0-- 2,#=*1, 01 W (-t l i 1 2 13-6-~~' - 1 j ,~3~'*4â€¢ â€¢F 3 -rial .,2 .0 ' -!17.1 714 / 11 161496'-pal + 1 1 4 . ..1,..31 0 . 9 1 - 1 -5% 9.8 w 09771(4 â‚¬>logWAZ~ '-Lrriur( FC.4-6. V V - 7Â¥Tâ‚¬71-GILT- -1 1. 1 - 1 11 L 1 t 1 1 .5-0 02â€¢46 h 60.0- X 15-0 '--102 -0 1 1 4---- * 2 >1 41.1 1 11 1 11 oi 1 1 1 1 // C "UCJ,n..*J#*3-3- - 80--O . t11 1 9 -~ 1 1 ~~'~~-j errs FL-Au A 1 1 1 1 1 - g. 2,4 4,2 - ' - FrilKIC*r~kl i IMAI W 2,2/ EL FIEAM] 416, I 1 1 i 1 1- --11120 woeÂ·â„¢1 LQ V -0-1-6-1 0 25 1 I -3Â¥=EGE Tu 15Â£ Rlillo/tac) emi==Â¥M'*21 - 4.1 110!'55261Â£6~ cpu, i CONS,NUCT,ON & PKAINLAM FIOCEEPUU 91-MrÂ¥,9 *wril'-1-__~1 -0. 1-ropt U., 3 AV GB~-r,4 2 .0 ./.C- Co...61Â¢1~1 --*...... 9,6 + -**Jt-1 1 -1 Hff>*5>OUST H'51# 5Â»4Â·,64& to..O; 1 BA'Luout,epÂ·~T---Â·--_ 6, -rÂ· , Spoo 94.9 M,MIDWAWL - 1'~ ce,~po.t-rm: 064 01#fHANG f , f.fCLE 01 0 0 rtÂ»1 =fpjvt -0 * &06.-: 7- 4 ws v to 00 = 2*r,- el/41* 412*, . lk.6,11.4,UTEÂ¢77nÂ·. 12, 12* 4 1~5* PE 11.j'/44.* le''e- r,57 * '10-b. 1~,cS â€¢11/4 Â«,9-- co-; *tr \ 4 *2> 0 ~ Câ€¢.11 '4 1212Â·f' P~.K arzot.rr- ~ - - m Z IWAUÂ· 1012 54 ,&7.. , - 1 ~=.. l - --96 4-8 --34 -f & b -- I'll 1 31'4; *rrÂ·Â£ 2.10=* Â·441 .m E-=:- Cv) -4 Mwr,1 1. .9!. 4 Au. 6,2 + A ' . -*250.4di#Mit -41 - 4,4 4 V.'** W 11 -Â»-x=-* 4*-fitvAL,rew, /: 61- 1 J. IE_f' IS Woele, 10; 729/.01 :2 -,-71%4-79/ATL,0 Ii.- -- 7.- ~ 1 JA:&106.TI 0 4 4. %6 *WD -p_3*YA22*f; 1~ ' 074<- -4 Â¢ 15 e I Â·2 vger - - _BÂ·Lalk' 616. 1 / 4 \ - 1-r 1 Â·- lut'r~--~----_~~ 0"194 (7Â£0.42 3 - >1-4.J; 71,12lt C.. - 23 4| rx'-~-~~-Â£>L,Lif , 21,uE. 715}9TplÂ«Up,91/1 ir.*1-41 . - 111 0 IMIRA&4U- 2000 1.--+ I. -__eMPULL 4 1\ Ca.10 61-ka Â¢ 4=T w.*rict-7-- - ...4 901'â€¢6Â·tr-ritpr .*f'S-rEF1 -__ ._ ~~ + t ../4/ft.k.. - 2 0 \.25<4*~5.C,A..rr k / 4 + MIll Ft'Wr P.lolsÂ·T D*<MIâ€¢24- FSRE 19/4, u Pl .5. 1 .0 J' C '4 / .. 4 = ) ~ , 0- .LE.'_â‚¬ r ' r; :zt 4 1 . rE--.4 T-#ZE 71. 0 i.:= -ZJ#'' 5 IDATE 416 C 0 7 43 1-lilli . #24 31111Â£&&. 1- 1 It.-0 -> --0 WAI.; dmeÂ·TÂ·t OU F ezon,9 MC>+ C -1'lce._ I /: 2 I -1 OF 129[H U Z11-ZZ(; Â· 1:01: /1/131[â€¢IMVi) FI'Al EQWS'Imall 841 01 '1'IVNvil '.(lu vii emi St[ -1,4 gLOZ'* m. Ug.0 *MusÂ¥ J 1 1 1 , 1-1'4 c.Â·c.24 18.2 4 1 1 11~ . 4-22 j@ 6- 101 ~ u Guft-[1 1---*- 0 -- f . _1_- 1 Jr.5 LUFT}] N 111 ' 14 -rt / fl-7 141_~ in - ------ M . . 1 ti G.- 0, N -4.~--34=21 9 tÂ¢,4 272 71~0=Z=,1 1 1 1 /7, '7- 1 ~! Â¥ A \ 1, M di j. 4 -'. \ (9 1< I-(41 lie â€¢----1/1 1Â« 19 1 4.0--19--Cle'COM I Cl -1 iri 4 C> 1- 6 6-4 2 -/0 0-6 .1 /7-7 < c - r \ , 1 2'5- a 3-6 -t- - Gue -_* 5 -1 4 1 I tx- f - 07-- 61-4*-41 . 1 $ 4Â»Â·,vrer a='. '44Â·.-Aa/. .4 k r . ! 1 1. 1 -01 ~~ ~~ /4 1 t 2Z 1 - - 'j A -1 -- 6 - - - - 1 Dk.1 11 e . -14 p ur n< , Mr- __21 21IA %09 1 ~,f~~ ~~-,- ------- ------- 0 K - 3 rk< 4 ' 4 00/ A. i - Aff - WEE~ w"616. iII- 1 1 Â£ 1.PUÂ· 5 . * irN */ I 6 ' fi .. 1 - -1 D (4 -LL-9 .23 , --- 1\ r \4 /,f // ~ 4.09 I ip- /74 0 /.0 Fal 0-A=-0 Eli â€¢ 3 .5/ Â¥ \,43 21 -hz- f,Mr'-4~"-'-7-tzYB~-9ffl '' -' ~ Ut_/27~----'----'-"-4- .<.*,*4 v.,ir, #p-".4 - ~~~~ to-O NT.6. 3-/O 4-% 5-6 1 11-8 4 A . T x I . 11â‚¬FARUN P..u. RENIDENCE WILLIAM 11. CAM/,11/ELI # 1DATE|REVISION 103 PARK .ENIM Al/(11/11'11(]T 175 111(2 11 AT Ill) HANALT. CO. , 161.0 45 ! < UL*- ASPEN, â‚¬01*DEA:FO 41 2 -L f WaL 4-0 1 4-04 ~ ~ NUM M FteDâ‚¬aÂ»â€¢11 14-4 , -1-0 , 42â‚¬;3- 4 ---0.0146 RD 2-14*8 /0 1 434 / 1 - l _ -----------4 44--4 1 ly--fl _-I- -_- _ -1 1 -r=Le=-- 4 1 - J In j 1 N,r\ Â· 1Jrt,, 9 â„¢Â·h . 1 Â»A.,1. , ' 1 _ _ px.-'~h'Th----0 Ch... & - - . 1 1 2, r, ,Â· - 1/ r U I - ] ~ 201 2.[M 1. 1 [1 1 1 VII !11 -* 1 1? 1 *1 - . 1 El 1 =LIL=_1 ---I\Ill 1 - 11~ 1 281 .2 9 = 4 5 i Raa 1 411 2 9 - -5 1 1 lili e *1 - W 1 1 1. - . --t 1-6 ' Â·: Ffff U 1 E*-7,1 1 oEm- 22% 1 1 - -- C 1 - 1 Â· 1 --4 r - i 1 1- 1.-'1'4 1 4-3,4 Â· 15Â·141 ' 5 -142 1 2-351 7-f~ r I d i , - â‚¬ =Ed: 9 1,~ 9 -egEEgir//I/2,$,1*u -r- - L ------ 1 --fÂ¥iner. 64 Q A v /< h i i ; ft- 71 Â£#I'#91%*f L -- t 1 e Â· r I> reEl 1 1 -9- 40 11 U Le-4 1 /1 1 -2 - al, M I I I L 4=I-_1, 4-----------z:--=WT--â€ž .4 N 4 . VOR - 1-Fl 0 ' [34-2 tO4 22.14 -4 . S.~ ew(*k< ,/. --. 1 44 -*' i i i Ner_BLE/ArrID h.1 1 1 -9 41 ' I I INDOW SCHEDULE 4."44 8-041 Icl-1 , 5.6140 1 7# 0 4â€¢04 .8 Imk i mâ€¢nuf'ctur,r -Tr-----1Ia--~E...7..*,0-1 ' UFF'WR M.09;2 PLAN - ; te EAH_go,52! 0 mi W : 9/1 4 Q .Imw =12 . 2,1 UZJEEZIEEZZZIZEIEZIXEI~ ~Ile ir :71 4 01-Cm - UZZEZIE~IiEEZZIZIZIEZIZZII/,48*U~~~ 11 *[I#.rig--T-~7--T---7/=r=r---: a . E.,0-n U.1 | E. Scr~on. t.5.0 | Ll-L-taLLLEREL__12212_.112Â£1~ LEGEDÂ® N, fung.. p. h 40 ~ f= A :=m- < DATE 4Â·16 . -. 234 f *- 1 11 9!n NI)!Â§1AE!11 EIJLV(1 # r Â· - 11â€¢ --J11 -4 21 J, 1.- r L.â€¢ , 92"I . 41. 0 1/ ' 1 - 311 PARK AVENUE CITY OF ASPEN . - PORTIONS OF LOTS 12, 22 AND. 23 OF. THE RIVERSIDE ADDITION '*9 i Â· TO -THE CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN - STATE oF COLORADO /9:2.1-3' N>:El . - %:./. p. 3% t Ailc i' N 0 99~ 1 ..: R . .4 I T 3.Ib',h .. '' 0-4-73' - 4 H 2.-7.1 â€¢' = 10' \ usls rr I-10,0 - bGER&~~FU'*4KTf2- argi.C~ &4,61/1. AT DE E--OAL DESCRIPTION 4 \\ 1 1 1, 1 1 C Miniff/:442<15~:Mic-=Mi..=70/ caÂ»,rf 5 â€¢Trllâ€¢, STATE , al,Ano C ' MOTE, EASCIENT 14 KIÂ»< 299 AT PACE 206 PARAGRAPH 'A' 4~S DEDâ€¢ r-424%4 4.,4 3 Â£* LID' !/ .1 POWER i 1 YEMIMTED 1 \ 5 1 < -*6--%- ./Tv Uk-~-F--- Zat'r . malrotes found monument rebor ond cap as clescrlbeal M i j 1 11 1 1 Lecenol Ind Notes, 1 1 '1-.1.24+-jf [El cIr â„¢[]W ON GROUND AT TIME Of SURVEÂ¥ P , / / j 1---*.... ~. i m.tsh~W'81,Vl ~ #/8/ MuLT: STORY ]N 1 0.Â· 4/2/ // / 12 'TRIer TOPOGRAPHEN. INIFORMATION BEFORE CONSTRUCTION 4 i i FI=144 11.31 11% , 0. U 41 / 'll roPOORAPHEAL. INFOR,6ATION WAS SCALED FROM A MAP PROVIDED BY MOLNTAIN ENGINEERiNG INC 811 COLORADO AVE. OL ENWOOD SPRINGS /'33 . ..0 . a 1 l k/ FRAME HOUSE '1\ / 1 WAVING Nfl 911028 DATED AUG 5â„¢ !991 4,1 A ..INDUP FEPvit Â· 2 T Le :, 2.-*11 2 IIi , 41 1 4-1 k 4 vy' 3.: PARK Av'E ji./4 47Â°Rert 4//f / cÂ· NOTE THIS MAP TS INVALID AS A .EGAL DOCUMENT AND POSSESSION OR USE Of THIS MAP IS 16â€¢UTHORNED B, THE SURVEYOR UNLESS IT 4/'; ~;~ j 44';~*G 8 4, , BEARS THE ORIGINAL SIWIATURE AND WEI STA- 01 CARL R. CARMICHAEL- P.S DOCUMENTS PREPARED D THE SURVEYD? AND WITHOUT A SIGNATURE AND 41 f.i 11 1 i br i VET STAMP ARE -0 BE VIEWED AS PRELIMINARY AND ALL 11ORMATION WOWN THFRE}~ M SUBJEC- TO CHANGE j , 9/ FLCI]D R.â€¢IN TAKIN FR{,1 .OB )09/1026 / 4 3 / IC.Â»cr.l. EMOIDE ERâ„¢G INC[-CIATED 477 kp ' ' GLE,/MAD SPRINGS, Ca-CRADO --- (303, 9â€¢5-2045 - f Â£.MA PA~41 40.0909/C204/ ! / FOUID PED PLASTIC ; / CAP ON â€¢05 REDâ€¢â€¢ / 5 L.S. No 33 JURVEY[1RS CERTIFICATE 1 HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS A TOPOGRAPHIC MAJ AND AN IMPROVEMENT SURVEY PLAT PERFORMED UNDER 4 SUPERV'ISION ON KEBUARY 24,1997 OF THE ABOVE DESCRIBED PARCEL Or CLERK AND RECIRDERS ACCEPTANCE LAND THE LOCATION AND DIMENSIONS Or ALL. IMPROVEMEN-S, EASEMEN-S, RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS 81 THIS Iâ€¢PROVEMENT SURvEÂ¥ PLAT w AS ACCEPTED FOR FILING OR ON THESE PREMi SES ARE ACCURATELY SHOWN. INFORMATION FURNISHED T 1â€¢ THE [JIFICE OF THE CLERK AND RECORDER OF THE COUNTY Or CTOST AMER!CAN TW' r crl-ANY L FILE NO 40!516-0> WAS USED IN PREPAR[ING TES SURVEN PITKIN. STATE Cy COLORADO, AL--_0'CLOCK._ M THIS DAY OF IN PLAT BOOK _.___ AT PAGE___._ AS RECEP-fiON~NUMBER CARL R CARMICHAE! PL.S 24303 DATE rEBUAPY 25 1497 CLERK L RECORDE[e DRAWN BY TOM YOCUM BOX 9, SNOWMASS, COLORADO 81654 <970) 923-2794 CARL CARMICHAEL P.L.S. BATE WiI[YED 2/19/94 MT[ DRAFTEDÂ· 2/25/94 DITA /11.Â£ 1-â‚¬' 9605121 REVISED P.J. BOX 136/ CARBONDALE, CE. 81623 e. '84!fs ... .. . :ZÂ·, ~ ..' , 1 11 19 14 1 .1 1 7% ''fl#2 6., 1#ru~i/.1 ..4,1.11 ..Ill'.3.-c.,4,11,1:;If.It('lON.,i,Â·2:"'-1.'. ~r' .., '3'1Â·,pÂ·Â·2.1'. .J..2[. ..1%... ..1.,A~..1"1' ~'-'*' FIr' ~â€ž' Â· ' - I '-1... . 311 PARK AVENUE CITY; OF :AS#EN.1 /9 23 ~ . PORTIONS OF LOTS 12, 22 -AND 23 OF THE RIVERSIDEADDITION -1,-Â· 4 3- 4 '49 3: ~ 3;- TO THE CITY AND TOWNSITE OF ASPEN, LOUNTY OF PITKIN . i Q STATE OF COLORADO . . ,~ - 1 2. , ' N '. R T H kMAi;i~ 94.00 98.0, 1 90Â·0' 92Â·0' 1' = 10' // 1 \ i i // i \1 11 j 11 1 , YELLOW PLASTIC CAP LS 20151 ON A NO 5 BASIS Elf BEARING = A BEARING OF S 14*54'60' W BETWEEN A FOUND 1 11 % , REBAR AT THE NE PROP. CORNER AND A RED 1 11\ PLASTIC CAP LS 3317 ON A NO 5 REBAR AT THE 11 1 / 1 1 1 1 1 ) SE PROP CORNER AND SHOWN HEREON /11 ill i i i 1 1 i < LEGAL DESCRIPTION \ 1 1 11 1 I ) 1 \\ 1 11 1 Ill I 1 1 LEGAL DESCRIPTION 1 1 1 1 1 THE SOUTH 10' [y LOT 12, THE SOUTH 10'OF THE NORTH 10 OF LOT P TH 30' OF LOTS 22 AND 23, BLOCK 1, I '21 9.1 i / i, i RIVERSI ' A~T~ TO THE CITY AND TOWNSITE OF ASPEN, 1 COUNTY OF PITKIN, STATE OF COLORADO. #Er ' C 81 -7 , %- mt AEÂ»78 3, TEMINATED NOTE, fj EASEMENT IN BOOK 299 AT PAGE 208 PARAGRAPH 'A' HAS BEEN :fl < 0 R OF LOT 12 Sour'. 1. ---0 -27 .b ) 410' 11 d 60 \2347#t - *DLE 1 TELE lei . / --. Legend and Notest 1 0 1 4 . , * 3 1/1 1 -9,334 6!*S -- \ -\ <* . - indicates found monument rebar and cap as clescribed .06' .IN I - hf7 6/ \ 3 li \ 1, t %! \ 1 }j ~ NOTE' ALL UNERMAILS IO UNLESS NOTED OTHERWISE (1> 1+ FEET OF SNOW ON GROUND AT TIME OF SURVEY -1% 1 1 I i # 1 23, 2.19 /9 \ (2) VERIFY TOPOGRAPHICAL INFORMATION BEFORE CONSTRUCTION 3; i 1 111 3 MULTI STORY / 4 45 1 e lie f TOPOGRAPHICAL INFORMATION WAS SCALED FROM A MAP PROVIDED BY / 1. FRAME HOUSE 6 li re\ MOUNTAIN ENGINEERING INC. 811 COLORADO AVE. GLENWOOD SPRINGS. OT 26 JL <14. (3) , DRAWING NO, 911028 DATED AUG, 5TH 1991, & &0 1 1 --62 - 1% \ 3263.6 Sq. Ft . 7 1 ' le %% illg w 1 22 / 1 CONTOUR INTERVAL = 2 FEET / 1 :t:% 2,7' 1% il LOT 3& 2 ' '~ * !1% 311 PARK A\/ E. 1.55 ~ cONC- ~ | | / 29 ,, (5) NOTE, THIS MAP IS INVALID AS A LEGAL DOCLMENT AND POSSESSION // , BEARS THE ORIGINAL SIGNATURE AND WET STAMP OF CARL R, CARMICHAEL re<,' ) 4/~ ~ ~~/~ ,~~jibTE ~ / ~ J OR USE OF- THIS MAP IS UNAUTHORIZED BY TE SURVEYOR UNLESS IT / / PLS. DOCUMENTS PREPARED BY THE SURVEYOR AND WITHOUT A SIGNATURE AND / / 21 fu U WET STAMP ARE TO BE VIEWED AS PRELIMINARY AND ALL INFORMATION / SHOWN THEREON IS SUBJECT TO CHANGE c , -r- 1--1-Â·26. 1 h ~fl~ * A IN / / f BENCH Al ~ -41~ 4 1 2 .-- 1 CORNER OF * 1 --- 90.0' 1 DECK 100.0' 1~ ~ &4 4,9111 #27 - fr 92.0' 94.0' 94.0' 980' 1 j - - CONCRETE DRIVE 100.0' ~ ore~ ~ .-- FLOOD PLAIN TAKEN FROM JOB No.911028 -Â· ~ - MOUNTAIN ENGINEERING INCORPORATED GLENWOOD SPRINGS, COLORADO .-. (303) 945-2045 --- F.E.M.A. PANEL No.08097002040 LOT 23 FOUND RED PLASTIC ~ CAP ON No.5 REBAR L.S. No. 3317 SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS A TOPOGRAPHIC MAP AND AN IMPROVEMENT SURVEY PLAT PERFORMED UNDER CLERK AND RECORDERS ACCEPTANCE LAND. THE LOCATION AND DIMENSIONS OF ALL, IMPROVEMENTS, EASEMENTS, MY SUPERVISION ON FEBUARY 24, 1997 OF THE ABOVE DESCRIBED PARCEL OF- THIS IMPROVEMENT SURVEY PLAT WAS ACCEPTED FOR FILING OR ON THESE PREMISES ARE ACCURATELY *Row <48Â£9~RNIGkD BY RIGHTS-OF-WAY IN EVIDENCE OR KNOWN T8 ME -69,19#WALHMENTS BY IN THE OFFICE OF THE CLERK AND RECORDER OF THE COUNTY OF FIRST AMERICAN TITLE COMPANY C FILE NO. 401516-0~ PITKIN, STATE OF COLORADO, AT____O'CLOCK,_ M. THIS ___ DAY OF ~Hik SURVEY. IN PLAT BOOK _____ AT PAGE_____ 13 RECEPTION NUMBER _____ CARL R. CARMICHAEL P.L.S. 24303 %â‚¬3?terly DATE, JUNE 30,1998 CLERK & RECORDER , "l LANI) ..,V . â‚¬TICE, Accor-0 to Colors*) leâ€¢ you lust COM-nce any i.got ..tton t.sed CARL CARMICHAEL P.L.S. DATE SURVEYED 2/19/94 any defect I thil *rÂ¥~y /1-, th/â€¢/0 yel/*s after you Arst -cover such ~~ct DRAWN BY TOM YOCUM BOX 9, SNOWMASS, COLORADO 81654 (970) 923-2794 In no ovent May ony adimâ€¢, bazo,1 wpon any cÂ»fect M t- arvey 1- co.Menced aore than t- years tro. thi d.te of .. cortlflcatlon Shoorn h,rion DATE DRAFTED, 2/25/94 M, plo, BOX 1367 REVISEDâ€¢ 6/30/98 DATA FILE NAME, 9805128 CARBONDALE, CO, 81623 hi .,...' ....... ,Â·. SNINVOH ........ IMPROVEMENT SURVEY PLAT WITH TOPO 311 PARK AVENUE CITY OF ASPEN PORTIONS OF LOTS 12, 22 AND 23 OF THE RIVERSIDE ADDITION TO THE CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN STATE OF COLORADO ,+1"'tiC , 'I1,%1'* Â·49 ' - Idâ‚¬*Pf 'ti~!44' ** 0 R T H f >1 0 5 10 20 94.0' 98.9 1 9731/1//ial 90= 7.11 1" = 10' 1 01*9 \ / / C 1 1 1 1 BASIS OF BEARING = A BEARING OF S 14'54'00' W BETWEEN A FOUND YELLOW PLASTIC CAP LS 20151 ON A NO 5 'A... 1 11 </ 1 11 i REBAR AT THE N.E PROP. CORNER AND A RED /1 1 PLASTIC CAP LS 3317 ON A NO 5 REBAR AT THE 11 \ S,E PROP CORNER AND SHOWN HEREON, 11 it 1 1 1 1 1, 1 it ' 1 / \ 1\ i :1 5 \ 1/1 LEGAL DESCRIPTI[Jill \1 / / 1 / 1 7/1 1 f LEGAL DESCRIPTION 1 /1 THE SOUTH 10' OF- LOT 12, THE SOUTH 10'OF THE NORTH 10' 1 Â·1 1 RIVERSIDE ADDITION TO THE CITY AND TOWNSITE OF ASPEN, < 1 OF LOT 12, THE NORTH 30' OF LOTS 22 AND 23, BLOCK 1, D'-1 ORT~ 1 1 1 COUNTY OF PITKIN, STATE OF COLORADO, / 1 12 ~~ ~ tEÂ·r c : 7~'00'E if / 3 IEH EASEMENT IN BOOK 299 AT PAGE 208 PARAGRAPH 'A' HAS BEEN NOTE, NORTH 5' i / TE.MINATED \ 1 \. Cy LOT 12 o/Tv El < 1 /POWER SOUr V y bv rtlpOLE TELE 1 4*7 Legend and Notes: , 40,4>- I % /2 4 \ --- 6 ~ ~- - 0296*40 ---- 9!IES indicates found monument rebar and cap as described 0- 06' 0,6, 1 -- -7-27 1. 0 1 NOTE: ALL OVERHANGS 1.0' -</ // * *, ~ 1+ FEET OF SNOW ON GROUND AT TIME OF SURVEY t 21 ~ l~ | UNLESS NOTED OTHERylSE ~ 12: i Lai / \ 1 291 lei SHED - Â¢ ~ ) 1 , i li i es. 9/1 \ \ 11 13 MULTI STORY /9 1 (2) VERIFY TOPOGRAPHICAL INFORMATION BEFORE CONSTRUCTION 1 / dtp- 4. /0 99\ 4 i yi OT 211 1 11 E FRAME HOUSE 11 5 19 / MOUNTAIN ENGINEERING INC, 811 COLORADO AVE, GLENWOOD SPRINGS, 4 '46 (3) TOPOGRAPHICAL INFORMATION WAS SCALED FROM A MAP PROVIDED BY ~ j,/ ~1 ' ,; ~ - 2*. <46 DRAWING NO, 911028 DATED AUG, 5TH 1991, 0 6#11 10 M ,Â£~ Sq. Fl. 2.41 11 -- --' - 1% 77 0 0 22 CONTOUR INTERVAL = 2 FEET 1 i, d : ; ll~ OPUNT 30' 4, (4) 2 \ 2,7, 23~0# 44 / 1 i F. /\ /4 2//2 311 PARK AVE, / /8 SoN pr 4, (5) NOTE: THIS MAP IS INVALID AS A LEGAL DOCUMENT AND POSSESSION %11 2 *~ ' 1 Il ' 3 :IP xefr,WE : 11 1 OR USE OV THIS MAP IS UNAUTHORIZED BY THE SURVENOR UNLESS IT < // BEARS THE ORIGINAL SIGNATURE AND VET STAMP OF CARL R, CARMICHAEL ) 11.04 li 9 4 f PLS. DOCUMENTS PREPARED BY THE SURVEYOR AND WITHOUT A SIGNATURE AND 1 1 // / 7 ru i, WET STAMP ARE TO BE VIEWED AS PRELIMINARY AND ALL INFORMATION 1 f / 8%1 * 1 1 4,61 ~| SHOWN THEREON IS SUBJECT TO CHANGE. / / f BENCH ARK AI \ \ fr / + CORNER OF \ 1 .- ~ ~| CONCRETE 90,0' DECK 1000' 1~ 92,0' I Â¥ - 4,00/ 4 940' st.o' \ 98.0' s DRIVt 100.0' 000' \ \ lore ~ FLOOD PLAIN TAKEN FROM JOB No.911028 1 -. MOUNTAIN ENGINEERING INCORPORATED - / GLENWOOD SPRINGS, COLORADO - (303) 945-2045 --- F.E.MA. PANEL No.08097C0204C. LOT 23 . 1 FOUND RED PLASTIC CAP ON No.5 REBAR L.S. No. 3317 SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS A TOPOGRAPHIC MAP AND AN IMPROVEMENT SURVEY PLAT PERFORMED UNDER CLERK AND RECORDERS ACCEPTANCE LAND, THE LOCATION AND DIMENSIONS OF ALL, IMPROVEMENTS, EASEMENTS, MY SUPERVISION ON FEBUARY 24, 1997 OF THE ABOVE DESCRIBED PARCEL OF THIS IMPROVEMENT SURVEY PLAT WAS ACCEPTED FOR FILING OR ON THESE PREMISES ARE ACCURATELY tkit]WIL#TUVEOIIMATia~:?GURNIEHED BY RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TE}A ME~ktlk94*804QHME~TS BY IN THE OFFICE OF THE CLERK AND RECORDER OF THE COUNTY OF FIRST AMERICAN TITLE COMPANY C FILE NO, 401516-0~ \,IAS,*19%100*2~0.*14*Â¥14Â§ \Hik SURVEY, PITKIN, STATE OF COLORADO, AT O'CLOCK, M, THIS DAY OF IN PLAT BOOK __-__ ATPAGE--___-A-% RECEPTHON-NUMBER _____ ~ CARL R. CARMICHAEL P.L.S. 24303 -f Â»\fr v v -4-Â¥ 1 -i------ -- DATED JUNE 30, 1998 -,MÂ© 2- 1 CLERK & RECORDER 3% -2*66 19â€¢. ~]TICE, AccorcIng to Coloraclo law you must commence any legal action bosed upon any defect h tfils survey Â¥,tthb, three years after you first clscover such defect DATE SURVEYED, 2/19/94 DRAWN BY TOM YOCUM BOX 9, SNOWMASS, COLORADO 81654 (970) 923-2794 In no event May any action based upon any defect In this survey be commenced mor, CARL CARMICHAEL P.L.S. than ten years from the date of the certification shown herein. DATE DRAFTED, 2/25/94 P,0, BOX 1367 REVISED, 6/30/98 DATA FILE NAME: 9805128 CARBONDALE, CO, 81623 ........ SNINVOH - BAN~_~_~_~_---