Loading...
HomeMy WebLinkAboutFile Documents.1050 Matchless Dr.0113-2020-BRES (29) P.O. Box 3901 YARNELL CONSULTING & 229 Midland Ave. Eagle, Colorado 81631 Basalt, Colorado 81621 CIVIL DESIGN, LLC (970) 323-7008 • 10/17/2022 Racquet Club Condominium Association c/o Frias Properties 730 East Durant Avenue Aspen, Colorado 81611 Subject: 1040 &1050 Matchless Drive Additional Walkway Removal&Replacement To Whom It May Concern: As shown on the RCCA Garages civil engineering drawings by Yarnell Consulting&Civil Design, LLC (YCCD) with a published date of 23 March 2021,the disturbance was limited to a small amount of concrete sidewalk removal and replacement immediately adjacent to the concrete pan south of the asphalt drive lane and parking area. In speaking with the project's general contractor, Bunchman Enterprises,it sounds like the owners gave direction to remove and replace the entirety of the concrete walkways all the way to the decks along the front of each residence. Neither YCCD nor the city's engineering inspector were consulted regarding this change.The ramifications are that any site work must be brought into compliance with current regulations. The walkways were surveyed by SurvCo, Inc.and the information was provided on a drawing titled Grading As Built Survey with a date of 07 October 2022. It is included as Attachment#1.Upon review,it appears the walkways leading to Units 1 and 2 were constructed with positive slope toward the new concrete drain pan.This will result in the runoff being captured by the new private storm system and discharged into the below-grade detention and infiltration system.The walkways leading to Units 3 and 4,unfortunately,appear to be quite flat.There is negligible positive drainage. In a large storm event,runoff is likely to move northeasterly toward the new concrete pan. But during small storm events,water is likely to sit on the walkways until it evaporates.This is likely to result in icing during the cold months and will require additional maintenance.The general contractor believes the walkways have a cross slope to move runoff toward softscape,but YCCD cannot verify this based upon the survey information provided. In summary,YCCD is unable to draft a document which states the reconstructed walkways are in conformance with current regulations,which mandate positive drainage. Sincerely, ck:t\Vv Justin J.Yarnell, PE Colorado PE Number 47241 1040 & 1050 Matchless Drive Page 1 of 2 P.O. Box 3901 YARNELL CONSULTING & 229 Midland Ave. Eagle, Colorado 81631 Basalt, Colorado 81621 CIVIL DESIGN, LLC (970) 323-7008 • 10/17/2022 Attachments: 1. Grading As Built Survey by SurvCo, Inc.with a date of 07 October 2022 1040 & 1050 Matchless Drive Page 2 of 2 Grading As Built Survey of the Racquet Club Condominiums Lots 2 and 3, Block 1 Alpine Acres Subdivision SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO / / / s / /r..•.. 4.1 I /: I / / • •I /• :.- SITE BENCH MARK / ! ) • B.SvATON 7en13 '. � oR / j•:'�•.��•,•'M1 9eo/a ` To corPof wall AP /..4!............;: spholt f-1 AS-BUILT SURVEY CERTIFICATION: / ( 0,,,, I,THE UNDERSIGNED LICENSED LAND SURVEYOR,HEREBY CERTIFY THAT THE ELEVATIONS, %/ �•` ?� °aoe 7953.5. GRADING AND DRAINAGE FEATURES SHOWN OF THE PROPERTY DESCRIBED AS RAQUET CLUB / /. o;. : b as° ssz,, � Concrete retnmm9 wall CONDOMINIUMS,LOTS 2 AND 3,BLOCK 1,ALPINE ACRES SUBDIVISION WERE DEVELOPED / /f edge or os "ao J� back of new garages S FROM SURVEYING THE PROPERTY ON THE DATE OF DULY 09,2022 AND ACCURATELY DEPICT f.'.''a.� .,fw• 'hail F oa o. �G THE ELEVATIONS EXISTING DURING THE SURVEY. / �/ :• -f FL Pan:7952.28 2,,n 7953.65 °P CCU THE ELEVATIONS MAY CHANGE SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL, • 21X2'inlet�, •m:7952.12 P` F� ? Rim:7951.92 .7 L 7951.79 Roof."'n J EROSION,ACTS OF MAN OR OTHER FACTORS.THEREFORE,THIS CERTIFICATE MAY NOT / D P <,•• .4r:`M1 Sump:7946.2 D per,Plan FF:7953.67 .O 9 ACCURARATELY DEPICT ELEVATIONS,GRADING AND DRAINAGE PATTERNS AFTER THE DATE OF / '�: 6 ll Rini J952.: c0 THE SURVEY.EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE. '•� ••,y• c� , GFP NO PART OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY FEMA, / �Q ":/� w, ti°A. C /.• �"� ,(' Location of Storm L Pal;7952.1 'S °q AR¢ L EXCEPT AS NOTED. / 4 GJ o�i'"�f Tech system.Volume J`s so, 6 /��o=g+///77/// is 677 Cu.Ft.per Dryxell: 7952.98 FR 7953.71 ..,,:e. v,e / / v 2°:�.,f \ Engineer plan / ti95 f�. ��4,�.fy'. / 0,8"PVC pip- ,,,, ,.3 / y •;.� Z e.... ` q 7953.78 c3 ♦ (b• P • f S A of 7953.616. VJv"/ B�- //`-he,„• ¢ 7952.66 n "° FL Pan:7953.42, 7954.73. '.-o`i0 ,/e,'9, 4 is _.,t � UNIT 1 •l�'r'�7„o3• o$ ij ryQ°c GJ�y2 79.52.87 SF,Ills \ / / /. // �'� rwo-STORY�"f 3 Revised sidewalk•': 7954V1'24.fi5 '�,,a O.e SAMUEL D.PHELPS ; `r/ \\o /.•` 59955 i� orPRELIMINARIy lx ( •f/ m>' STONE FRAME locution FC2Pan:7952.93 COLORADO LICENSED PROFESSIONAL i a(Samuel D.Phelps)O 7 N. / ,� -. •• �P ewEDINc / LAND SURVEYOR NO.27613 xj O 27613 : \ / F' � 5. o 795352 1 p/ . .•?; W/BASEMENT LEVELP • \ FF:7954.69 it n�`,'�-:r. 07,20/1 / / // "a \�`: ono pnAr RLEss boo o Roof drain 6 oti FOR AND ON BEHALF OF SURVCO,INC. IlNro •••-...-' J-� \ �,� /Y Qf��ye ® �p� p / ` per p ° xy fZya'r / A COLORADO CORPORATION Ilx:;;`LA"°-= \ / ..i % - - .{.F' 7�'x2 inlet �� 40 fon o o` / N / //', . : ; m:7953.42 J DATE OF CERTIFICATION:OCT.07,2022 \/ /.�. •.yam ss � '� Sump:7948.42 °/o FF:7954.71 / �'•; :' ` / UNIT 2 / n n 21 Pi 271/2°Spregi Sot.Step 7954.41 7954.7 w / `� y • Top Step 7955.62 \�8°PVC Pipe P954.70 - REo vLnrnc cnP Lsiwiz ss\ / �� / DpSQ003`°Q 2-1/2°Pile?' p s ENGINEERS CERTIFICATE: / ';�Oho / 7955.50 ,7955.59 �,es w 3"Pine 3'5/end 2'X2'inlet I,THE UNDERSIGNED LICENSED PROFESSIONAL ENGINEER,CERTIFY THAT I HAVE INSPECTED \ 4 r\ Rim: inlet� 2-2"aspen 1-1/2y s•.--ad THE AS BUILT SURVEY DATA FOR PROJECT SITE:1040 and 1050 MATCHLESS LANE,CITY OF _ _ - _ - = _ - / '��� / 7ssss7 " sump:7949.64 7W oe� 45"Pine ASPEN AND HAVE CONCLUDED THAT THE PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCE <\ AREA ? 4 7 5.5 Toe of wall:7954.37' * 3•Spread i / WITH THE DRAINAGE PLAN SUBMITTED AND APPROVED BY THE CITY ON DATE:April 20,2021©3:51 P.M. 0.728f ACRES / • 955.66 7955.55 4°Pine 31 717f SQ.FT. 4�, 2'-6°5preaa i \ �' / a- 7955.55 3"PinePouuo rvo.s REen \ UNIT 3 so 7955.55 2'Spread / /•O \ \ 441‘ Revised sidewalk location j`•c�y • \ / NI a ' n�i \\ \ / ov o oFao '7955.63 / ... �\ �x �� 'b �� '/ // PARK CIRCLE yr \ / \ ,�A Two-sToar•�� , /AT ( CONDOMINIUMSf !•T STONE&FRAAfE GQ' I B Ln \ / Ss O BUILDING N. • COLORADO LICENSED PROFESSIONAL ENGINEER DATE: sq w/EASEMENT LEVEL sk:* i 2c' m°,p/ ITYorASPEL fq�\ / 4 1a40 MATCHLEGS DRIVE i 5�0T'jf' Gas CONTROL N.\ V ✓ /F} Y° MONUMENT NO.w $s V / 'a ww, UNIT 4 �o �� 44 PE LICENSE NO.47241 ELEVATION.L925.42 .----/ \ / it ��"0eo LOT 1 ALwMNwM i \X aF� /// yrT GIBSON & MATCHLESS / sS \ / SUBDIVISION / °,5 \ %/ ' / 4,7t \ Surveyor's Notes: / '�� \/ / \ o, N N. 1)This survey does not represent a title search by this land surveyor or survey company to / \ '- / \ determine easements or other encumbrances of record. ' Per client request all background information is taken from an Improvement survey prepared ;/// N. by True North Colorado as job No.2018-307 and being date Sept.11,2019. N. 2)This survey is based on the following documents: LOT 2 /! a)Monumentation being found in place as indicated hereon. GIBSON & MATCHLESS / / b)Existing survey as referenced in note No.1. SUBDIVISION \ / / N. 3)Bearings as shown hereon are based upon the existing survey referenced in note No.1. \\ ' CONDO JACOBI CONDOMINIUMS E N. 4)All linear units of measurement as shown hereon are in US Survey feet and are shown in /�/ N. decimal units of feet. / 5)Date of field survey:July 09,2022. O -z 6)Date of final monumentation:N/A-no monumentation was set in the course of this survey. 7)This map has been prepared pursuant to client request to depict the as built grading r°-\' s improvements shown hereon and does not represent an"Improvement Survey"or"Improvement / •.\2 B ,Location Certificate"of the subject property shown hereon. o Pas^e e°P;Vol;Ls 8)Site benchmark as shown hereon. / Is: c° ,e� / de 165 PARK CIRCLE / crTY OF ASPENSCONTROL CONDOMINIUMS '11,-.GPS CONTROL 1'-6" 1 1'-6" / MONUMENT NO.:8 A. FLUMINUMui •" Su ry C o, Inc. GRAPHIC SCALE '// 3'concrete pan detail Professional Land Surveying Services „ Y 10 20 to 20 "Serving Western Colorado since 1991" ` m 11 / \ ° 826-1/2 Grand Avenue [� / \ Yo" Post Office Box 2782 (IN FEET) / N ✓'' Glenwood Springs, CO. 81602-2782 1 inch= 20 ft. Legal Description: Phone:(970) 945-5945 Email: survco®gmail.com NOTICE:(In accordance with C.R.S.13-80-105) / Street Address: 2'concrete pan detail The Racquet Club Condominiums Date: August 03, 2022 a wP ,o-m-zozz Ma revised,m,.Plk lowuP�, According to Colorado law you must commence any legal action based upon any defect in Lots 2 and 3,Block 1,Alpine Acres Subdivision 1040 and 1050 Matchless Lane Sheet orient: Bunc non Enterprises Theplat thereof as filed for record in Plat Book 5,Page 54 Aspen,CO.81611 Concrete Pan Details �p os-oT-zon Per con comments this survey within three years after you first discover such defect. 9 y' P .dwg file: 21.022.002 z ,uc es-is-z01P PEE Irm Plmg Emt PL In no event may any action based upon any defect in this survey be commenced more than County of Pitkin (within municipal limits) mPrrosmle, 1 of 1 Drawn B S. Phelps Job No.: 21.022 BY os-os-zo add ONO.offsets In years from the date of certification shown hereon. State of Colorado N0. BY DATE REVISION DESCRIPTON