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Home My WebLink AboutLand Use Case.300 AVSC Dr.0024.2015.ASLUPLANNED DEVELOPMENT INSUBSTANTIAL AMENDMENT 2735 14 1 06 032 -3 lâ‚¬ 969 CAL 0 C O AVE J- 93 THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER: 0024.2015.ASLU PARCEL ID NUMBERS: 2735-141-06-032 PROJECT ADDRESS: 300 AVSC DRIVE PLANNER: SARA NADOLNY PLANNED DEVELOPMENT CASE DESCRIPTION: INSUBSTANTIALAMENDMENT REPRESENTATIVE: NICK KETPURA - AVSC DATE OF FINAL ACTION: 03/19/2015 CLOSED BY: ROBERT GREGOR ON: 06/02/2015 AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.070 AND CHAPTER 26.306 ASPEN LAND USE CODE 7 Ar\ A VIC_ Dnue ADDRESS OF PROPERTY: 5 41/' , Aspen, CO STATE OF COLORADO ) ) SS. County of Pitkin ) I, GE Ly/e~ 6/ (name, please print) being or representing an Applicant to the City of Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) or Section 26.306.010 (E) of the Aspen Land Use Code in the following manner: < Publication of notice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen no later than fourteen (14) days after final approval of a site specific development plan. A copy of the publication is attached hereto. Publication of notice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen no later than fifteen (15) days after an Interpretation has been rendered. A copy of the publication is attached hereto. f)_f fia S,ighatdfe The foregoing "Affidavit of Notice" was acknowledged before me this RV,day of (44(1.~ , , 20541, by Col 3 (07 (i . fv WITNESS MY HAND AND OFFICIAL SEAL PUBLIC NOTICE Of My commission expires: 41 1 61 l l~7 DEVELOPMENT APPROVAL Notice is hereby given to the general public of the approval of a site specific development plan, and K(8 4*-44, jfco<>0 -Pic]H~,~1'14,< ~ the creation of a vested property right pursuant to ~ the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertain- ing to the following described property: 300 AVSC Noary Public ~ Drive, Aspen Colorado 81611, legally described as Moore Family PUD Block B, Aspen Colorado, PID # 273514106032. The Applicant received adminis- trative approval by the Community Development KAREN REED PATTERSON ~ ~w~~vrefloop~r~~hinmieset~a~se~~~pa~el< < NOTARY PUBLIC ~ Improvements to the parcel include a super tram- ATTACHMENTS: STATE OF COLORADO poline, a skate ramp with airbag, a walkway, and 1 removable stairs. NOTARY ID #19964002767 ~ For further information contact Sara Nadolny at the .... Â· City of Aspen Community Development Dept. 130 COPY OF THE PUBLICATION - My Commission Expires Febfumy 16, 2016 S. Galena St, Aspen, Colorado, sara.nadolny@cit- yofaspen,com, (970) 429-2739. s/ City of Aspen Publish in The Aspen Times on May 14,2015 (11182646) DEVELOPMENT ORDER ofthe City of Aspen Community Development Department This Development Order, hereinafter "Order", is hereby issued pursuant to Section 26.304.070, "Development Orders", and Section 26.308.010, "Vested Property Rights", of the City of Aspen Municipal Code. This Order allows development of a site specific development plan pursuant to the provisions of the land use approvals, described herein. The effective date of this Order shall also be the initiation date of a three-year vested property right. The vested property right shall expire on the day after the third anniversary of the effective date of this Order, unless a building permit application submittal is accepted and deemed complete by the Chief Building Official, pursuant to Section 26.304.075, or unless an exemption, extension, reinstatement, or a revocation is issued by City Council pursuant to Section 26.308.010. After Expiration of vested property rights, this Order shall remain in full force and effect, excluding any growth management allotments granted pursuant to Section 26.470, but shall be subject to any amendments to the Land Use Code adopted since the effective date ofthis Order. This Development Order is associated with the property noted below for the site specific development plan as described below. Aspen Vallev Ski and Snowboard Club. 300 AVSC Drive, Aspen, CO 81611 Property Owner's Name, Mailing Address Moore Family PUD Block B, Commonly known as 300 AVSC Drive, PID# 273514106032 Legal Description and Street Address of Subject Property The Applicant has received approval to add improvement to the property, within the parcel's setbacks. These include the addition of a super trampoline and fence at the northern edge of the property, a boulder retaining wall near the trampoline, and a platform/skate ramp/airbag feature with a fence and tiered landscape retaining wall at the property's eastern side. Written Description of the Site Specific Plan and/or Attachment Describing Plan The Applicant received an Administrative Approval for an Insubstantial PD Amendment on May 6th , 2015. Land Use Approval(s) Received and Dates (Attach Final Ordinances or Resolutions) May 14,2015 Effective Date of Development Order (Same as date of publication of notice of approval.) May 15.2018 Expiration Date of Development Order (The extension, reinstatement, exemption from expiration and revocation may be pursued in accordance with Section 26.308.010 of the City of Aspen Municipal Code.) Issued this 6th day of May, 2015, by the City of Aspen Community Development Director. A laM..A 1-1 1 Flf ~ L' / 2 < f Ul 4 1 Fo<, Chris Bendon, Community Development Director REC--TION#: 619612, 05/07/2015 at 12:2 PM, 1 OF 8, R $46.00 Doc Code APPROVAL Janice K. Vos Caudill, Pitkin County, CO NOTICE OF APPROVAL For an Insubstantial Planned Development Amendment at a parcel of land legally described as Moore Family PUD Block B, and commonly known as Aspen Valley Ski and Snowboard Club, 300 AVSC Drive, Aspen Colorado 81611 Parcel ID No.: 273514106032 APPLICANT: Aspen Valley Ski and Snowboard Club REPRESENTATIVE: Nick Ketpura 66 Hunter Logan Ln. Snowmass, Colorado 81654 SUBJECT & SITE OF AMENDMENT: Aspen Valley Ski and Snowboard Club 300 AVSC Drive Aspen, Colorado 81611 SUMMARY: The Applicant is requesting administrative approval to amend the planned development approval to allow the addition of a number of improvements to the AVSC parcel for the purpose of athlete training. Some of the improvements will encroach into the setbacks. Article Vill of the Moore Family PUD Guide indicates all development must be maintained within the building envelope for the site. This parcel does not have a designated building envelope, therefore the setbacks serve as the building envelope. Proposed development within the parcel's setbacks requires an amendment to the planned development approval. BACKGROUND: The subject site is zoned PUB/PD, and is Block B of the Moore Family Planned Development. The final plat was recorded in August of 1998. According to the Moore Family PUD Guide, the subject parcel was intended to be used as a Ski Club Facility. All development, including grading, was directed to be contained within the building envelopes for each parcel within the Moore Family PUD. Grading for driveways and driveway retaining walls are allowed an exception to this restriction. Block B does not have a prescribed building envelope, but is restricted by 10' setbacks on all sides. CURRENT PROPOSAL: The applicant is proposing the addition ofa number of structures to the site, some of which encroach into the parcel's setbacks. The proposed improvements include: â€¢ A super trampoline at the north corner of the property. The trampoline is proposed with an at-grade surrounding patio, and a fence that will measure 6' from the finished grade. The deck and fence will not extend into the setback; s A skate ramp/air bag area at the eastern side of the property, adjacent to the existing AVSC building. Proposed supporting structure will include removable stairs and a tiered landscape retaining wall which will extend into the setback; and e A walkway between the airbag and trampoline areas, the majority of which will extend into the setback. 1 Further proposed on-site changes include: â€¢ The relocation of the existing trash enclosure, which is currently off-site, to be located on the eastern side of the property. adjacent to the proposed walkway; â€¢ The reconfiguration of parking at the north end of the property and the relocation of this parking along the southern end of the paved circular area. No loss in parking will ensue as a result ofthis realignment ( 16 spaces). and additional spaces have been proposed. â€¢ The removal of the existing off-site storm drainage culvert and its replacement in a nearby, off-site location; and â€¢ The rerouting of existing water service adjacent to the AVSC building. REVIEW PROCEDURE: â€¢ Insubstantial Amendment. Per subsection 26.445.110.A of the Land Use Code, the Community Development Director may approve, approve with conditions, or disapprove an application for an Insubstantial PD Amendment based on the review criteria, as found in Exhibit B to this memo. STAFF EVALUATION: Staff has evaluated this application against the review criteria for an Insubstantia] PD Amendment, and notes the following. The site is currently used as an athletic training facility for the Aspen Valley Ski and Snowboard Club. The proposed additions will provide further training options, and is in line with the current use and character of the parcel. The project will require no variations from permitted uses on the site, and there are no requests for increases in floor area associated with this application. The fences proposed in the areas of the airbag and the super trampoline will be maintained at a height of six feet or less from finished grade. The patio areas at the airbag and the skate ramp area will be developed on-grade, so to avoid adding fioor area to the site. Furthermore, the uses proposed for the site are not incompatible with the neighboring properties, which host the high school and Marolt open space. The remaining parcels of the Moore Family PD are residential in nature; however the proposed changes to the lot are set back substantially from the residential area. Furthermore, the Applicant has provided a signed letter from the Five Trees Design Review Board indicating their support ofthe planned improvements. Al[ proposed development is within the approved dimensional requirements of the planned development and the Land Use Code. The Code permits walkways within the setbacks so long as they do not exceed thirty (30) inches above and below grade, simultaneously. The Applicant has indicated compliance with this provision. The existing trash/recycling area is currently off-site. The Applicant has indicated this will be moved on-site, near the proposed walkway on the eastern side of the site. I f the current trash structure is not used, and another is created for this site, this must be approved by the City's Environmental Health Dept. 2 REFERRALS: Staff has gathered the following referral comments for the proposed work that is outside of the scope ofthe Planning Dept. A. Engineering Dept. - At this time the Engineering Department finds no major issue with the proposed airbag area and super tramp on the AVSC property. A few comments to be addressed: 1. In the drainage report show the ofGite basin for which runoff is routed through the east swale and culvert. 2. The relocation of the swale to the east of the airbag area will be further reviewed when a drainage report is provided. The report must show the realigned swale has capacity. Further down it should be clearly shown how the new swale ties in to the existing swale which crosses over the gravel road. 3. The report should also show capacity for the proposed stonn culvert and extend the plan sheet to show the outlet point of the existing and proposed storm culverts NE ofthe property. 4. Permission must be granted from Moore Open Space as the neighboring property for the placement of the proposed culvert beyond the AVSC property as well as the grading of the proposed swale. These improvements are all beyond the property boundary. 5. One plan set shows a boulder wall east of the airbag, another plan shows a tiered wall configuration. Ensure in the submittal each sheet is consistent. 6. Engineering does not have an issue with the proposed second curb cut, as the access is onto a private road. B. Parks Dept. 1. There is an existing irrigation main line just to the north side ofthe proposed walkway, as well as irrigation wires. Care will need to be of utmost priority when digging in the proposed new culvert. Additionally, there may be other utilities in the area, such as fiber optic, electric and sewer. 2. There is a water line coming from the school parking lot that goes to the drinking fountain at the Upper Moore backstop area that will need to be located. 3. The Nordic Trail alignment is just east of the proposed boulder wall by the airbag. It appears that there will be enough room to drive the snow cat uphill to access the Nordic Trail that runs up to the Meadowland trail system, but this should be verified. 4. Another concern is the conveyance o f water away from the Upper Moore field. We have had issues in the past with a real soggy field out on that end. 5. 1 want to make the applicant aware that there is a ditch/stormwater conveyance line that runs off o f Moore Dr. along the school driveway on the AVSC side of the road. This is an open ditch that goes into a culvert under the existing driveway then daylights again 50-60 feet east of the current driveway where it is again an open ditch running just to the north-northwest of the proposed new trampoline. This ditch does not run all the time, however, the pumphouse for SkiCo is up the road and there have been issues in the past with water running. I believe it is primarily a stormwater conveyance ditch. 3 C. Fire Dept. 1. The trampoline may not encroach into the parking area any farther than the existing parking spaces currently occupy." 2. There will be no parking permitted around the trampoline area. D. Utilities Dept. 1. More detail and confirmation will be required from a fire sprinkler designer that the addition 45's do not impact the operational design and effectiveness of the existing sprinkler systems. 2. What style of restraint will be used for any and all additional bends, as this is a 4" service. DECISION: The Community Development Director finds the application for an Insubstantial Amendment to the Planned Development, as noted above, to be consistent with the review criteria (Exhibit B) and thereby, APPROVES the request, with the conditions as stated in the Referrals section, above, and as found below. â€¢ Any new trash/recycling structure must be approved by Environmental Health. ACCEPTED BY: r1-- LACkÂ· 5151 /16 Proper*-Owner or Legal Representative Date APPRO~D BY: A Al (O 201â‚¬ Cnris Bendon, Community Development Director Date / Attachments: Exhibit A: Site Plan (Recorded) Exhibit B: Review Criteria/Staff Findings (In file) Exhibit C: Application (In file) 4 PRIOPOSED Exhibit A UMinOF DISTURBANCE 4. Site Plan 711, *4 00 \L; ======4" 4 I PITS, *5 WE. I 11 - DAYUG H T FROM POND OUTFAL.Â£ 5 rRUCTURE \ AVSCEXITALGNME -Â·Â·~ h5ED TREe DECKING Z 1 BL[VATED ABOVE GRADE. 5[[ , PROP.......C ARCH FLANS FOR DETAILS ARCI PLAN FOR DETAILS 34 - rÂ«\ \1 GRADE UP TO /1/VATED DECK SEEAROâ€¢ PLANS /F PROPOSED h ROR DECKING /4/. C SUPEATRAMy, I *8 1 / EXISTING \ 7.83 PARKINGL01 -.1 4 61%4 PROPOSED Z' DOUUâ‚¬R 28 r RETAININGWAI~ SAND ALTE EXISTING MARKING 'OT # 18Â« )PROPO*DPA~L # 1/ 1 12 was//1/ / . 1800' / , 11 j \71 1Raw EN. 0&,RF To BE REMOVED AND Â¥ 13 * 4/ / ,\6 1 .m RELOCATEOTo EAST >\\\ . <.: /2 / ,~ r \\ \ SIOE OF PARKINGLOT IN FRONT OF GARAGE . . , iw 442 4 1 14 ' / PROPOS[O PAâ„¢ TO CONNECT TRAMPOUNE ;ACILITY AND . I RAMP/AJABASFAC]u,Â¥5Et Lu,OSCAPE . \ PlAN FOR DETAJLS / 0 - RELOC~TION OF Â»el Â·toN r..cr. TO SAWCUT.A. // T.ASHENCLOSURE / TONEATCLEANEDGE.IFEDGE;S ). 2 11-7 7J \ , ..AGED BEFORE ASPA,rrl i. - k MACED.O.TRACTORT/5AWCUT / ' 2 .ANTINEATILEANEDGE â€¢00 -*W Removable stair5, seasonal PARKiNGINTHISAREA"MAINS . f Â· Â· .A~ONAL.RON RAMP TMESA+16 SPACES % , (TEMPORARY) Cily OF ASPE N ..CIN CONTR. 4 - i ~ - (GP5 15) MAROON CREEK ROAD al * %\ ET- -- ~/,/ PROPOSED METAL DITRANCE wae=a 5TAIRSSEEARC}f AND -I---94 ' PROF'05EOTIERED .MU.URALPLANSPORD.*5 7Fi P.OPCGED '' RETAiN NGWALL , C....FINE / 7A0 FOR A[' 84/' " PROJECT...MAR< 09 , .EVA"ON 80507T 0 FOUNDRES,ARa Cil,P 6~2233 ' rROPOSEDFENCE * \ ' DETAAS SEEAACHPLAMFO~ Clri'OfASPIEN MARCI I ' & % CONTROL ~PS 14! BEHACK ' \ .,TAIRS 12 TREADS 6- : '11: 0.0 \ I ./.,5 0........SE) S IN PROF'05EO CONCRETE \ AVSCBUILDING , RETAINING WAUS 51' I * Sâ„¢UCTURAL P....ITAILS PROPO.IMETAL./.5 (71 ....TREADS ' PROPO5Â£D \ CRISE'.9 OF L~,11!50~ PROPOSED \ DISTURSANCE \ VER"CAL'/1 *TPLAI \ I l PROPOSED j 4 ' ON<RETE.ANDIN % \\ 447> 1% \ /4,44* 1 0 \ 02 \1% 1 \4 1 8 - \ 4 \'- A :r:,4: \\ / EXISTING 1/AMP F TORE-IN ./\ : \ m / Â£ I. N / / / / / // 1 I / / / \ f-- -h '' I - 'l \ / 1 \ ' / GRAPHIC #CALE / 1, 1 .'**ded - { IN FEET ) N .'NE Exhibit B Review Criteria 26.445.110.A. Insubstantial Amendments. An insubstantial amendment to an approved Project Review or an approved Detailed Review may be authorized by the Community Development Director. An insubstantial amendment shall meet the following criteria: 1. The request does not change the use or character o f the development. Staff Response: The site is currently used as an athlete training facility for the Aspen Valiey Ski and Snowboard Club. The proposed additions will enhance the ability of athletes to train at this facility. The use and character of the development will remain the same. Stafflinds this criterion to be met. 2. The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. Staff Response: The changes proposed to the AVSC property represent an insubstantial change to the parcel. The airbag is a temporary feature that will be removed for the winter season. The decks for the features are proposed at grade and will not add any floor area to the site. The proposed stairs are temporary and will be removed at the end of the usable season. Furthermore, the uses proposed for the site are not incompatible with the neighboring properties, which host the high school and Marolt open space. The remaining parcels of the Moore Family PD are residential in nature; however these proposed changes to the lot are set back substantially from the residential area. Furthermore, the Applicant has provided a signed letter from the HOA president in support of the site improvements. Sta#Jinds this criterion to be met. 3. The request does not require granting a variation from the project's allowed use(s) and does not request an increase in the allowed height or floor area. Staff Response: The project will not require any variations from the use that is allowed on the site, nor are there any requests for an increase in floor area. The fences will be maintained at a height of six feet or less from finished grade. All structures that are proposed within the setbacks (walkway, ratios) are required to meet the dimensional standards found in the Land Use Code. Stafffinds this criterion to be met. 4. Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameter that could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. Staff Response: This applicant involves a number of improvements within the parcel's setbacks. Although the proposed changes are not limited to a technical nature, they are 1 within the dimensional tolerances allowed per the Code. For instance, fences are permitted to be within the setbacks so long as they do not exceed the height limitation (6'), and they do not extend past the property's boundaries. The proposed airbag and adjacent stairs are temporary features that will be removed after the warm weather season. The proposed walkway will not be any lower than 30" below grade. Stafffinds this criterion to be met. 5. An applicant may not apply for Detailed Review if an amendment is pending. Staff Response: The applicant is not applying for a Detailed Review at this time. Staff finds this criterion to be met. 2 GENERAL CONSTRUCTION NOTES: PRQPOSED 1 ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSm UCTION LIMBOF DOCUMENTS ON SITE AT ALL 11MES. DITTIANCE 2 EXISTING CONTOURS ARE AT 1' FOOT INTERVALS 4 3 PROPOSED CONTOURS ARE AT V FOOT INTERVALS. 0 \ 'ZÂ» 7 -Â§.. 0 DRAINS FROM TRAMPOUNE AND RAMPS 1./=5 *ie 4.- ..#Aâ€ž., DAYLIGHT IN EX]STING DEPRESSION FOR 4" 4 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OF i ALL EXISTING UT1UTIES SHOWN, ALL EXISTING UTILITIES NOT SHOWN. AND ALL PROPOSED / \ 4 PITS, AS WELL AS 12~ DAYLIGHT FROM PROPERTY DESCRIPTION 0~ ASPE UTILITIES ON THESE PLANS THESE UTIUTIES E]THER UNDERGROUND OR OVERHEAD SHALL BE MAINTAINED IN POND OUTFALL STRU.URE CONTINUOUS SERVICE THROUGHOUT THE ENnREC0NSTRUCTIONPER100 THECONrRACTOR SHALL BE RESPONS]BLE ' SUBDIVISION MOORE FAMILY PUD BLOCK. 8 ANDLABLEFORA~DA~2TOOR ~ERRUPTIONOFSE~1~S~~EDBYT~C~T~~ "49&40..1/ LROPOSED rREK5 DECKING ~ j ~ A PARCELOF LAND SITUATED IN THE W K OF 5 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONOIONS LEVATED ABOVE GRADE, SEE , PROPOSED F E SEE OUTSIDE THE DESIGNATED IMPROVEMENT AREA FROM DAMAGE ANY DAMAGE TO EXISTING ARCH PLANS FOR DETAILS i ARCH PLAN FOR 115 THESE K OF SECTION 11, THE NW 4 OF THE AREAS OUTSIDE THE DESIGNATED IMPROVEMENT AREA DURING CONSTRUCTION SHALL. AT A NEMANDTHESMOFTHENEKOFSECTION 4 MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE CONSTRUCTION STATE 14, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF â‚¬ .. . .F 6 THE GENERAL CONT,MCTOR SHALL OBTAIN All NECESSARY PERMITS TOCOMPLETE V,ORK. AND 1 THE 6TH P.M. COUNTY OF PHI<IN, STATE OF &-: \ ' j-t 1-4;W SHALL COMPLY WITH ALL LOCAL, STATE. AND FEDERAL REGULATIONS 1 DENTIFYING THE NEED ' % *34.00 COLORADO FOR A PERMIT, PREPARING THE APPLICATION. ANC) PAYING THE SUBMITTAL AND REVIEW FEES // GRADE UP TO ILEVATED ./ 1 DECK, SEE ARCM PLANS .'.li/& I NECESSARY TO SECURE PERMITS WILL BE THE TOTAL RESPONSIBiLiTY OF â„¢E GENERAL PROPOSED < . FOR DECKING /71/ PARCEL# 273514106032 4,% 3 *1 CONTE*CTOR. A COPY OF ALL PERMITS MUST BE ON SITE ATALL TIMES ~ SUPERTRAMP /1 r /+8 7 THE GENERAL CONTRACTOR SHALL PERFORM â„¢E WORK ACCORDING TO ALL LOCAL ' Â«f...1- 5. GOVERNMENT. COUNT(, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS IN EXISTING \ PARTICULAR. THE Â·TRENCHING- AND -OPEN EXCAVATION- OPERATIONS SHALL COMPLY WITH ALL PARKING LOT l CURRE,r OSHA REGULATORY REQUIREMENTS 42 1.-: )4 :& VIN. i . 4 V.= pak 1 PROPOSED 2' BOULDER 8 ALL WORK INCLUING WARRAN. WORK. SHALL BE INSPECTED BY THE PROJECT ENGINEER WHO 28 00' RETAINING WALL '4*0 i r-' 4' ria 44714.*t n 51 SHALL HAVE AUTHOR[TY TO HALT CONSTRUCTION WHEN PROPER CONSTRUCTION PRACTICES ARE , NOT SEING ADHERED TO ' h~ SAND FILTE , . = 1 9 â„¢E GENERALCONTRACTOR SHALL IE RESPONSIBLE FOR SECURING THEIR OWN DISPOSAL SITE 4 V / 1 BASIN EXISTING +RKING LOT I 10 COMPACTION IN EXCAVATED AREAS SHALL BE 9596 STANDARD PROCTOR DENSITY // /11\\ FORALL DISPOSED MATERIALS ' I Â· Â· I ' - I \ 11 THE CONTRACTOR SHALL BE RESPONSIBLE FORCOCROINAING INSPECTIONS PERFORMED BY PROPOSEDPARKING= ~ VICIN I TY MAP OTHER GOVERNMENTAL AGENCIES. AS PRESCRIBED IN THEIR PERMITS AND APPROVALS 12 SPACES 9'~18' SCALE f=2,50 U 12 THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, UGHTS AND SIGNS THAT TRA511 ENC1O5URE TO /~ ' j ARE NECESSARY TO GIVE ADEQUATE WARNNG TO THE PUBUC AT ALL TIMES BE REMOVED AND ' PROPOSED LEGEND ~ 13 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN TI PUBUC RIGHT-OFÂ·WAY AFTER -NORMAL SIDE OF PARKi NG LOT , 1 1 U WORKING HOURSÂ· AT THE END OF EACH DAYÂ·S WORK AND AT Oâ„¢ER TIMES WHEN CONSTRUCTION IN FRONT OF GARAGE , ~ -52 - PROPOSED CONTOUR INTERVAL Z ,- m (/} PROPOSED CONTOUR EQUIPMENT AND OTHER OBSTRUCTIONS FROM THE PU8iC RIGHT-OF-WAY 1 1 . 5 111 11-1 4 1 \ - 8" w - PROPOSED 8' WATER MAIN I N i PROPOSED PATH TO CONNECT TRAMPOLINE fACILFTY AND -.'w - PROPOSED 12- WATER MAIN m = := 14 WIHERE TWO OR MORE CONTRACTORS ARE WORKING IN THE SAME AREA, EACH SHALL CONDUCT /Â·Â·4 4 5 ' RAMP/AIRBAG FACILITY SEE LANDS PE THEiR OPERATIONS IN SUCH A MANNER AS NOT TO CAUSE ANY UNNECESSARY DELAY OR HINDRANCE TO THE OTHER. WHERE CONFLJCTS CANNOT BE AVOJDED. â„¢E LOCAL GOVERNMENT / ' ' ;PLAN FOR DETAILS SHEETINDEX - 8" 55 ---I-- PROPOSED 8- SANITARY SEWER MAIN Z ~ ~ O * - 12" ss - PROPOSED 12- SANITARY SEWER MAIN 0 3 M 4% I RELOCATION OF VILL DETERMINE WECH CONTRACTORS HAVE CONSTRUCTION PR]ORI. OVER THE OTHER TRASH ...m ' (1.0... ..OVEIV~LL SITE LAYOUT & NOTES - ETCG - PROPOSED ELEC, TELE, CABLE, GAS Z Z .2. CONTRACTORS AND THE TERMS OF SUCH CONSTRUCTION PRIORITY 40NTRAcTOR To sawcuT ASPHALT ~, 4,6, \ 1 Cl 1 EX]ST]NG CONDITIONS - ETC - PROPOSED ELEC, TELE, CABLE TO NEAT CLEAN EDGE I EDGE 15 12.00 6 5 PROPOSED GAS LU 8 10@ 01.2 .DEMOLITION PLAN 15 CONTRACTOR SHALL INOTIFY ALL PUBUC OR PRIVATE UIL[17 OWNERS FORTYâ‚¬IGHT HOURS . u DAMAGED BEFORE PAHTLIS / .....AVSC SUPER TRAMP FACILITY - T - PROPOSED TELEPHONE M A : U. -1 20 4 PR]OR TO COMMENCEMENT OF WORK ADJACENT TO THE U. LITY , PLACED CONTRACTOR TO SAWCUT / AGAIN TO NEAT CLEAN EDGE 8.00Â· ~ C 2.1.... ....AVSC TRAINING RAMPS AND AIR BAG FACIUTY E - PROPOSED ELECTRIC =0 0 16 AT THE END OF EACH WORK DAY. ALL EXCAVATIONS WITHIN THE Sl REET AND TRAVEL WAY SHALL , Â£3.0.... .UTILITY PLAN - c.rv - PROPOSED CABLE Cl BEÂ· (1) BACKFILLED AND PAVED WITH TEMPORARY PAVING SUCH THAT THE FINISHED SURFACE IS C40 .SITE DETAILS O FLUSH WITH THE EXISTING PAVEMENT, (2) ADEQUATELY COVERED WITH STEEL PLATE BRIDGING, .0 - PROPOSED FIBER OPTIC OR (3) BACKFILLED AND PAVED VITH PERMANENT PAVING IF STEEL PLATE BRIDGING IS USED, THE . 9 -1- PARKING IN THIS AREA REMAINS K / SEASONAL INRJV RAM C4.1 (Dl)..... ...CITY OF ASPEN WATER DETAILS (A - PROPOSED STORM SEWER STEEL PLATE BRIDGING MUST BE REMOVED WIT}11/48 HOURS AFTER ITS INSTALLATION : I #-THE SAME =165PACES Â£ I .- i (TEMPORARY) ' C50 EROSION CONTROL PLAN CONTROLLED DENSITY FILL SHALL NOT BE USED AS TEMPORARY AC PAVING C60.. .DRAINAGE BASIN EXHIBiTS CITY OF ASPEN MARCIN CONTROL , 2 ..).I-- ,' 1 , i.. . i . i , i , i , i , PROPOSED RETAINING WALL Â® PROPOSED ELECTR. MANHOLE 17 ALL EXCESS MATERIALS G ENERATED FROM THE SITE ARE THE RESPONSIBIL]TY OF THE \ ' 2 PROPOSED DRAINAGE DRY-WELL (GPSÂ·15) MARION CREEK ROADAT 41 C70 ...LANDSCAPE OVERLAY CONTRACTORAND SHALL BE DISPOSED PROPERLY f RECREATiONAL CENTER y 18 ALL ITEMS REMOVED ON THE PROJECT SHAU. BECOME THE PROPERTY OF THE CONTRACIOR 41 / PROPOSED z. ENTR,ANCE --2*2*Illl- i VI.R A R BAG UNLESS OTHERWISE NOTED / STAIRS SEE ARCH AND PROPOSEO TIERED CONCRETE FLATWORK SPECIFICATIONS PROPOSED TELEPHONE MANHOLE Â® PROPOSED SEWER MANHOLE @ PROPOSEDUT]UTYMANHOLE STRU.URAL PLANS HOR DETAILS PROPObED f RETAIN.YALL 1 CONCRETE MATERIAL AND PLACEMENT SHALL BE CDOT CLASS D MIX, WITH 4500 PSI COMPRESSIVE Â» PROPOSED GUY WIRE i CRUSHER ..5 1 91' PROPOSED POWER POLE a STRENGTH , PROPOSED FIRE HYDRANT \ 2 WEATHER PROTECTION SHALL BE PROVIDED IN COMPLIANCE WITH CDOT STANDARD SPECIFICATIONS PROJECTBENCH.ARK 1 FOUND REBAR & CAP I #20133 . 0 0-ATEST STANDARDS) SECTION 412 & 601 PROPOSED WATER VALVE 9204 ELEVATiON: 8050.77' PROPOSEDFENCE PROPOSED CURB STOP 5EE ARCH PLAN FOR 3 PERMITTEE SHALL SCHEDULE A FORM INSPECTION AND OBTAIN APPROVAL PRIOR TO POURING WITHIN j < \ , DETAILS PROPOSED GAS METERIALVE CIrYOF ASPEN RIGHT-OF-WAY CIYOFIPEN MARII ~ ~ ~ 4 DAMAGED FLATWORK AND CURB AND GUTTER SHALL 8E REPLACED IN FULL SECTIONS FROM EXISTING PROPOSED ELECTRIC TRANSFORMER < CONTROL(GPS-14)TIEHACK J (10) STAIRS 12" TREADS C ~ # PROPOSED ELECTRIC METER ADATBRIOGE '15E (5' OFVERTICALRISE] PRo C)SEC) ~ x CONTRACnON JOINTS PARBAL SECTION REPLACEMENT SHALL NOT BE PERMITTED 1 PROPOSED TELEPHONE PEDESTAL IN N PROPOSED .4/RETE PROPOSED CAIV PEDESTAL \ AVSC BUILDING \ RETAINING WAUS SEE 5 NO WATER SHALL BE PLACED ON CONCRETE SURFACE TO ASSIST FINISHING \ STRUCTURALP.N FOR DETAILS PROPOSED SEWER CLEANOUT / PROPOSED META' ~ 6 VARIAPONS OF CONCRETE SURFACE SHALL NOT EXCEED 1 INCH IN TEN FEET (10') IN ALL DIRECTIONS. PROPOSED LIGHT POLE EARTHWORK, EROSION AND SEDIMENT CONTROL NOTES: x (7) STAIRS 12" TREA[)5 / PROPOSED PROPOSED SIGN \ 6" RISE (3.5' OF LIMITS OF 7. LIQUID MEMBRANE CURING COMPOUND SHALL BE PLACED IN COMPLIANCE WIâ„¢ CDOT STANDARD PROPOSED STORM INLET 1 ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE ITY OF ASPEN PROPOSED 7 DISTUPPANCE 2 THE STORM SYSTEM SHALL BE INSPECTED AS SOON AS POSSIBLE AFTER CONSTRUCTION / A ' VE CAL RISE) TARI PLATE i SPECIFICATIONS (LATEST EDITION) SECTION 601.13.36 AT A RATE TO COMPLETELY COAT ALL EXPOSED , SURFACES EXISTING LEGEND 3 CONTRACTOR SHALL MAINTAIN ALL TEMPORARY EROSION CONTROL FACIL]nES INGOOD 1 1 i . PROP 0\ ONCRETE LANDIN 1 WORKJNG ORDER UNTIL PERMANENT FACIUTIES ARE IN PLACE / / 1 ' * \ 0 8 PERMITTEE SHALL BE RESPONSIBLE FOR REPAIRING SIDEWALK, CURB, OR GUTTER OAMAGED FROM EXISTING CONTOUR ': WORK ACTIVITIES OF PERMITTEE --5220 - EXISTING CONTOUR INTERVAL 4 SILT FENCE ON THE DOWNHILL SIDEOF ANY DISTURBEDAREA SHALL BE CONSTRUCTED PRIOR TO f ---Â· n Â·Â·Â·--Â·Â·Â·Â·Â·Â·Â·Â·-Â·Â·Â· EXISTING WATER MAIN COMMENCEMENT OF SITE GRADING 1 ,# , 9 PERMITTEE SHALL BE RESPONSIBLE FOR INSTALL.AlloN OF NEW SIDEWALK. CURB AND GUTTER PER -, -, - EXISTNG SANITARY SEWER MAIN 5. ALL EROSION AND SE[NMENT CONTROL DEVJCES SPIALL . REGULARLy,NSPEel'ED AT LEAST . 7, 4>@4 / / \.i \ \: 1 1. 3 CITY CODE. AND FOR REPAiR OF SIDEWALK, CURB AND GUTTER PER CITY CODE - uer< -- -- EXISTING ETC COMMON TRENCH EVERY 14 DAYS AND IMMEDIATELY FOLLOWING ANY PREGPITATION EVENT AN INSPECTION < 6 .1 EXISTING TELEPHONE REPORT SHALL BE MADE AND A COPY MAINTAJNED AT THE SITE ALL REQUIRED REPAIRS SHALL SE , " 9 1.10 SIDEWALKS MUST BE CONSTRUCTED WITH 4 INCH THICK CONCRETE AND MUST HAVE 4500 PSI COMPLETED AND MADE INA TIMELY MANNER ACCUMULATED SEDIMENT AND DEBRIS SHALL B. 1 i M i: i'~~ - ue - EXISING ELECTRIC COMPRESSIVE STRENGTH WITHIN 28 DAY MAX. CURING PERIOD 80 PERCENT OF THIS STRENGTH MUST REMOVED FROM ANY SEDIMENT TRAPPING DEVICE OR AT ANY TIME THAT THE SEDIMENT OR \ / / 6 - le I EXISTING OVERHEAD ELECTRIC I DEBRIS ADVERSELY [MPACTS THE FUNCTIONING OF THE SEDIMENT-TRAPPING DEVICE. , I & 9/ % - Ic - EXISTING CABLE BE ACHIEVED IN 7 DAYS FOLLOWING PLACEMENT OF CONCRETE z 6 TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICAL ON SITE FOR USE ON AREAS TO BE ~ ~ ~ REVEGETATED ANYANDALLITOCKPILESSHALLBELOCATEDANDPROTECTEDFROMEROSIVE 1 11 t:te:ME':r'lA~ JtiNTTSSSISAHLALLBEBSETEÂ¤AN'DTRIENADNUM~Sm,r,N~VOTTHMAN~~40FCOUNCSRE7f ~ A~ LE----I- t:'STING~I'l'EROPIC ELEMENTS AVSC WAX AN 1 -eâ€¢ â€¢011 =Â§ , EXISnNG STORM SEWER > STORAGE ROOM I THICKNESS AND SHALLBE PLACED A MINIMUMOFEVERY 6' AND A MAXIMUMOF EVERY 12' 7 THE CONTRACTOR IS RESPONSI BLE FOR ANY TRACKING OF SED[MENT ONTO THE ROADWAYS -- ~---- -Â· EXISnNG EASEMENT ROADWAYS ARE TO BE KEPT CLEAN THROUGHOUT THE CONSTRUCTION PHASE. / 7 ~<~~1~ 12. BASE FOR FLATWORK SHALL BE AT LEAST 6Â· OF CDOT CLASS 6 ABC COMPACTED TO 95% OF MODIFED ---- EXISING PROPERT, LINE 1 EXISTING TRAMP PROCTOR DENSITY WITHIN 2%OF OPTIMUM MOISTURE - - - - EXISING SETBACK ~ 21 %2:TnlttF;% ~2"4126?=212%-~= %*2222 irN'Jt ?C,Y'~fRES - TO REMAIN ./\\ EXISTING WOOD FENCE WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER DUST CAUSEDBY EXCAVATION, 1 TOPSOIL REPAOVM. OPERANONS. ORROAD BASE PLACEMENT SHALIBECO,~OLLED BIT,E ~ / ~~ Â©~~/ ~/;~ 13. COARSE BROOM FINISH SHALL BE PROVIDED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN n EXISTING WIRE FENCE CONTRACTOR AT HIS EXPENSE. THE ENGINEER MAY REQUIRE THE CONTRACTOR ATANY TIME TO - - i i CJ m - 1RAVEL ON SIDEWALK AND RAMPS AND PERPENDICULAR TO THE DIRECTION OF WATER FLOW ON CURB EXISTING CHAIN LINK FENCE c.-:/2/:Ixt:x->Ix /2 EXISTING ROCK WALL DISCONTINUE CONSTRUCTION ACTIVIT!El UNTIL DUST CONDÂ¢nONS ARE REDUCED TO THE AND GUTTER OWNERS SATISFACTION. / / " 1 V Â© EXISTING ELECTRIC MANHOLE 9 THE CONTRACTOR WI U. BE REQURED TO FURNISH AND APPLY A DUST PALIATIVE ON â„¢E SITE AS / - 1 Z EX,SnNG DRAINAGE DRY-WELL DIRECTEDSYTHETOWN DUSTPALUATIVEMAYCONSISTOFWATERORANONÂ·POLLUTING Â® EXISTING SEWER MANHOLE SOLUTION SPREADING OF WATER OR WATER MIXTURE SHALL BE DONE WITH ACCEPTA3LE / / \ \ / SPRINKUNG EQUIPMENT All DUST CONTROL SHALL EXTEND BEYOND THE CONSTRUCTION AREA / Â® EXISTING TELEPHONE MANHOLE PROPER TO THE SIDE STREETS ENTERING AND EXISTING THE PROJECT' WHERE MUD AND DIRT / 4 EXISTING UTILITY MANHOLE FROM CONSTRUCTION EQUIPMENT, AS WELL AS LOCAL TRAFFIC' MAY GET OMTO THE SIDE STREETS CLEANUP OF THESE AREAS WILL BE REQUIRED AS NECESSARY OR AS DIRECTED BY THE M EXISTING GUY WIRE re EXISTING POWER POLE o ER 1 G e ' 9?f EXISTING CURB STOP U EXISTING FIRE HYDRANT 10 VEHICLE TRACKING CONTROL DEVICES (MUD RACKS) SHALL BE PROVIDED AT CONSTRUC:nON / I M ENTRANCES THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF THESE DEVICES. ~ Ix I EXISTING WATER VALVE 1 MAINTENANCE OF PROPER DRAINAGE AND CLEANING TEMPORARY SE'MENT PIT DURING THE ~ ~ $ / 1~ EXIST,NI GAS METER PROGRESS OF THE CONTRACT IS REQUIRED ANY DAMAGE DUE TOIMPROPER MAI NTENANCE OF SAID DRAINAGE PRIOR TO FINAL ACCEPTANCE OF THE PROJECT WILLIE THE CONTRACTOR'S / El EXiSTING ELECTRIC TRANSFORMER RESPONSIBILiTY . EXISTING ELECTRIC METER 1 m EXISTING TELEPHONE PEDESTAL 12 ALL DISTURBED AREAS MUST BE RE-VEGETATED - / 7~ 9 EXISTING CATV PEDESTAL 13 CONTRACTOR MUST UTILIZE "IBEST MANAGEMENT PRACnCES~. AS EXPLAINED IN THE MINAGE ' 8 EXISTiNG SEWER CLEANOUT REPORT. TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCION. NO SE[IMENT . 1 1 . * EXISTING LIGHT POLE SHALL LEAVE SITE OR DAMAGE THE PROPERTY BEYOND ALLOWED LIMITS OF DISTURBANCE - / / PUBLIC IMPROVEMENTS NOTE: DURJNG CONSTRUCTION. - . , - T EXISTING SIGN / i 1 PUBLIC IMPROVEMENTS SHALL BE IN COMPUANCE WITH THE CITY OF ASPEN ENGINEERING STANDARDS AND i EXISTING STORM INLET f--- / / CITY OF ASPEN ROW STANDARDS PUBLIC IMPROVEMENTS IN THE ROW MUST MEET THE CITYÂ·S / -CONSTRUCPON AND EXCAVATION STANDARDS. ILâ€¢I Â£ 1 // \ \ ''.-7L- / 2111Â· - \, / GRAPHIC ~CALE FLOOD PLAIN NOTE: / 1 1 1 4. / \ \ / 1 NUMaER 08097C0203C VI,TrH EFFECTIVE DATE OF JUNE 4 1987 FEMA DES,GNATES ZONE X Cal| before you dig. T HE AVSC RECT IS LOCATED IN ...... ON FEMA FLOOD INSURANCE RATE MAP PANEL Know what's below. DATE 05 04-2015 - 1 AS BEING AN AREAOUTS'DE THE 0 2% (500 YEAR STORM) ANNUAL CHANCE FLOODPLAIN C~1 2-BUSINESS DA~ IN ADVANCE JOB NO 12115 i IN hET ) BEFORE rOU DIG, GRADE. OR EXCAVATE linch'= 20 ft FOR â„¢E MARKiNG OF UNDERGROUND .-BER U.UnES SHEET Clo 31V0 SlVILINI I OINDISIC ~ 00Â¥80100 'N3dSÂ¥ 30 1110 Aa 03>103 HO AB NIMVI1O E LEO-VOL-(0L6) 31V0 Ag NOISIA3M PO EDCONCRET e * â€¢KI:x mmageo*~m 31IS 1Â¥IMEIV DMVA30IS OSAÂ¥ 931ON 9 ln01Â¥13119 11Â¥hl3AO 1N31~10N31NV 0d 1/71 1 DESIGg. FOR DETAIL SEE 00 tÂ»\ LANI*p~ PLANE y FINAL GRADING & DRAINAGE NOTES: 1 CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED 1 THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTJON OPERATIONS TO THE AREA WITHIN THE LIMITS OF DISTURBANCE, THE --PROPOSED \ ~ 1 DISTURBANCE 1 t 2 THE UnUnES AS SHOWN, MAY NOT REPRESENT ACTUAL FJELD CONDITIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ' 1 CONTACT ALL UT]LITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION 1 0,0 ~ 3 ALL SPOT ELEVATIONS AND GRADING CONCEPTS SHALL SE FIELD VERIFIED PRIOR TO CONSTRUCTION ANY DEVIAmNS SHALL BE COORDINATED WITH THE ENG]NEER OF RECORD AND LANDSCAPE ARCHITECT ~~ 4 ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO PROPOSEDRELOCATED ~ 1 TRA5H ENCLOSURES ' 5 NO CROSS CONNECTnONS BETWEEN FOUNDATION BRAINS AND SURFACE DRAINS SHALL BE PERMITTED 1\ 1 ' 8060 - 8060 lir620 I ELEâ€¢=8052 50'n ' LELEV=8057,25 I n 6 MP rEDLE{92Â©42==---=Â©,~ , TO 8043 sONALSTAIMTO i W = 8048 50'n -- 8050 - ______ --*3*.m' -/' PROPOSED A CE5S iNRUN FOR , I. PROPOSED \ FG 04297 FIRE PHA5E -8050 161 ' ' 80 - 8040 i l , ELP'=8052.00'nl 1 F BEGINNING OF ' ..i -- CONCRETE WALL METAL STAIRS â€¢ J / *0 ~taASE LEV= 8043 00' -~_b~ FIEV-8048 50 i ~ PROPOSED MITALSTAHS | PROPOSED (716"RISE.12"TREACS /1 ~-2.0% CONCRETE WAI L PROPOSED METAL 5TA1R5 \ PROPOSED SWALE SECTION t : SCALE & r (10)6" RISERS 12" TREADS f R (/) -0 :r r, . \ W /1 (SEE PROFILE TO THE RIGHT) ' 2 g HORIZONTAL l"=10 35 28 2/ I . VER'CAL 1.1/ INÂ«\ m a %222 : ~ mE.2 \ ' 0.00 0+50 0+70 5 129%3 FG 804 0'0' l cÂ» 6 AVSCSTEPSPROFILE EX[STING CONCRETE TO BE 1 F- ix'zo'F~D,?TGRADEISEE ~ < j 2. 4 4 15'- 23 li \ t.Lp . ~H~~~~~ '-1.-17--IA it Al BAG U LOPOSEDTIERED, I 8060 - -8060 W CONCRETE , \5 RETA]NING WAU / PROPOSEDINRUNSTRUCTURETO F PROPIED 5TARr - 7 MAINTAIN M.25'OFFTHEPROPOSED 1 -ELEV= 8[52.25' E GRADE AMI"' FROM TOP OF AR .G -/ ..0Â® m - j ~ 800' OPO5ED REALIGNMENTOF WATER O \ -- SEE ARCHITECTURALPLAN FOR DETAILS ELEVâ€¢ 5952 50' --- --- --- - - -2Â«{;3Â¥0 2 t - OW 8047.25 ELEV=8047 25'. 1 WATER SERV~CE TO MATCH EXISTING ' ' 8050 - - 8050 40' -149% SERVICE IN SIZE AND 1%~A)+00.00 TOW,8047.25 TOW 8047 82' 2 \ ELE'=8044.97 7 ELEV-8045.50 7\ ELEV=8043 17'1 j __==--'*-- 1 00' 1 23.00' =-1 .il. i - 4.08' I ./ ..il.- 8049 85' I ENTRANCETO P~45(1 EXISTING WATER SERVICE ALIGNMENT TO BE REMOVED ~ hUNSITION FROM 4-i j MATCH INTO \ 1 F-E EV= 8047.25 11.00' , ~I3tl--ELE'â€¢8'/7.35Â· EXISTING WATER SERVICE TO BE LOCATED TO VERIFY SIZE : OWE 79 ERF PIPE T04- SOUD PIPE TO ' F EXISTINGGUDE ..=8041.25'. ' 2 50'7YP -| FG 80 DAYLIGHT SOUD PIPE TO REMAIN ~ ~ ~7 2,50'1/SF/ELS. _ I>] -1 - AIR BAG oo, 4 1 1 - DEPTH AND MATERIAL PRIORTO CONSTRUCTION. \~ @MIN 05% SLOPE INVâ€¢8039.35Â· ~ r -~-J i- -i-- - /.1 -O.79LL--Â» -2.of>'- 8040- ELE'=8040.22'/ 1 2.056 K ELE'= 8040 57' - 8040 - \ Eli= 8042.47 v-- 2 49~LEV=8043.00' LJ BEGINMETALSTAIRS 4 / : ELE'= 8040.05' M , R E TOW.8048.50 n J. FG 8043.0 100 /IN I. :trEr ELE'== 8038,07 0 2 SCALE k HORIZONTAL 1"all i ~ 2 ~ + 2 2 50' TYP I. / c. PROPOSED 4" PERF PIPE. P'llE TO , ELEV=8037 72'1 . I - I VERTICAL 1"=10' EE SLOPED@ Milo 5% \ INV=8039 50' ' 0+00 0+50 1+00 1+501+52 5TAIRS AT WALL tr % \ ENDMETALS AVSCAIRBAGPROFILE 8050-- \\ - -. 1 EX[.ING PROPOSED 1% \ \ 5URFACE ~ RELOCATED SWALE 0 .80413 50' 8050 TO *80.50 80122.-'....i TOW 805 * BEGIN METALSTAIRS 1 * .. PROPOSED - G.8052.00' ' SURFACE 8040 8040 \ / -% - n END METALS *9 - I i M 2 U SCALE: 0./TWALL \ â‚¬ g HORIZINTAL. 1"=10' . .7015 F. 052.25 j VERTICAL 1-=10' I G 8.2.25 \ 3/ 1 11\\ / 0+00 0+15 SWALE SECTION PROFILE Â· ~ I PROPOSED ~ Â· CONCRETE STAGING AREA 1Â° \ ' / \ . SEE DRAJNAGE REPORT FOR SWALE CALCULATIONS | \ G 8052 77Â· \ Â» 1 / -gra; 8052 78' ~ \ 1 1 \ 2-3/ - ~ AISC SETBACK LINE 1 E-- AVSC PROPERTY LINE k r PROPOSED SWALE - -- m -8050 5 F- ExiSTING SURFACE 1 8050 - -1--- 5 50' 14 - 1,- | ~ AIR BAG PAD 2 50 K L PROPOSEDSEÂ«OND PROPOSED f IRST 8040 - f -8040 ~ PROP 05'/SURFACE TIEROF WALL 1'' I eN e SCALE \ TIER OF WALL \ 1 HORIZONTAL. 1-=10' 38 u oc 7 , VERTICAL 1-=10' i 0+00 0+45 AIR BAG WALL PROFILE A \ /// '1 \ A / /1/1, 1 m /t,1 ~\ ..2 //5 , 4â‚¬ //// J J [â€¢11 L r. 1 f Uk â€¢ GRAPHICSCALE \\ ,Â£./lj > / f, Know whars below. // Call before you dig. DATE i IC 201- | ./ . l / 0 1 DRAFT FOR REVEWAND COMMENT 04.' io.zo itga,An:hrAiA :4 1 IN FEET 1 . r../.. - CALL 2-BUSINESS DAYS IN ADVANCE JOB NO 12115 linch = lo ft. MEMBER #UnES SHEET (2 1 ~ Elva SlgllINI 'Dll '9Nlki33 N 3 SlldÂ° S Al/DO OHO 31WASONVS11Â¥MOPSIA~ I 8 03>133HO Al (]INE)1930 ~ 00Â¥80100 'N3dSÂ¥ 30 AllO /8 N./.0 All-lIOVd 9Â¥8 NIV ONÂ¥ SdINVN SNINIÂ¥@1 OSAV 31Â¥0 I NOISI/\3hl ON 31IS 1Â¥I233Â¥ 03Â¥130IS OSAV 139 lily>13cd 9E 8:,08 \ 9/1 \-aot. 21\ 4 1 \ \ / n \ ' CO 6> / \ . t> F 0 44% n / 1 / 1.4 / --- / 3 5 0 , , AYSETRAMPALIGNMENT = 1 I .1 NORTH SOUTH (*51 / ~ ~ @ 94% / // - - Un â‚¬ Ul ..I 0 ~3 ~ 4/ - 8050 - -8050 000 r- EXISTING DRIVEWA - 600 34.00' - U 1 4 \ *49 8040.50 6CJIL - //NX \1 - 8040- --lu-Ii-n -8.40 4 1/â€¢Yttull i -- r---- - / / - MZ :' LPROPOSEDDRIVENAY 1 5/PERTRAMP.IT / / LU < 1-- I FO:804.26 fi - ~ 5 ~ SE: / -fG 50 4 ST WEST (F W) 8030 -- -8030 103' ' 9 ' AWSC TRAMP ALIGNMENT / i 1 - D =*25 Ar / 1.JV'\ -$4'."'t 6 /161 iki ->0 14% ' K /klbit /. 8 0% h r<t7-FG 8040 /8 E REEE 23 5 \ 0.00 0+so 0â€¢75 34 * AVSCTRAMP N-5 PROFILE (1 4'. ~t'.Ji .~ft\: \ FG 0040 50 \8 0 27.801050' 5 52' T ' j. Â·Â·' Â· /- J & r..... 05=- ' â€¢ uu 6.001 ..\ \ C Â·*-EX:-:qi * 1 1 e 't k -7 j * ~ FG 8040 3 \ 8050- - 8050 : % - 34 00' . . / R5001 -1 1. 1 r 5 0, 12 2,7./4.Â· .'4 -\5* 8040 7'1 ./ 1Â« 17.83' 4 ~~8043.38 , S %| Th. I-- I - 4 600 hi... 1 . - 8040 ~ ~Â¢17f i. 1 1 FGÂ·804~W Â·~ % I - :\ :, en SUPER TRAMP PIT 1 1 NG DRAIN+E DITCH Â¥ PROPOSED SURFACE i, \ -8030 Z 8030- 3 4 % 9 A 0 L PROPOSED M + C e. * , 111 EXISING ASPHALT TO 8 E SAW CUT TO NEAT f-EX 8041 8 I DISTURBANCE LIM[TS 1 0+00 0,50 0+75 CLEAN LINE CONTRACTORTO REPLACE 1 -4 UÂ·--~~ ASPHALT IN KIND OR PER DETAIL WHICHEVER I , AVSCTRAMP E-W PROFILE GREATER 42.:8043.0. % sc. 5 \\ t\\ k 3 1 7 X O / -F /1 // - \ 'la \\\\ 4/Y / f \ \ ti k 4 , \ / 09 \1 1% O ~- 4 1> // -' \?lti ~ E~~R~BE (1'Il \ / REMOVED AND Â» m 1 1 1 RELOCATED N ' ' \ 22 8 > 3 & 3 50Â« PROPOSED RELOCATED \ f 1 7 \ u.~ on. TRASH ENCLOSURES 1 ./ [1:JU- , <05 \ 1 \ 2 & 2 23 < O_ rv 1 1-U < CL ~LL D GRAPHIC SCALE 9 0 . em,5 ( IN FEET ) linch= 10 ft. Know whafs below. DATE 07-23-2014 Call before you dig. AVSC SET FOR REVIEW 07/24/2014 8~~LINg''NM=*A CALL 2-BUINESS DAYS IN ADVANCE JOB NO 12115 MEMBER UnUT,ES SHEET C12 01]M [1[SION PLANNING LANDSCAPE ARCHITECTURE URBAN DESIGN M[MI][IRN[11]It FWVSC-[1[SPIINS[S 18 TH[ PI][11][VI[W CI]I[[11111 TO: Date: March 19,2015 Jennifer Phelan, AICP Deputy Planning Director Community Development Department City of Aspen 130 S. Galena St. MAR 2 5 2015 Aspen, CO 81611 Remarks: A. Insubstantial Amendments. An insubstantial amendment to an approved Project Review or an approved Detailed Review may be authorized by the Community Development Director. An insubstantial amendment shall meetthe followingcriteria: 1. The request does not changethe use orcharacter of the development. The proposed request does not in any way change the character of the development. The Aspen Valley Ski Club Facility was contemplated and organized into the existing PUD to specifically operate as a venue for athlete training, administration, and as a home base for the Aspen Valley Ski and Snowboard Club. The proposed amendment will not change the current or future uses as it relates the character of the development. In fact, it fully realizes the vision and the language found within the original PUD origination documentation. DENVER CARBONDALE DURANGO RALEIGH WWW.DHMDESIGN.COM 311 Main Street, Suite 102 Carbondale, CO 81623 p: 970.963.6520 f: 970.963.6522 [INM 1][SION 2. The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. The proposed request is consistent with the conditions and representations in the project's original approval. The proposed amendment is in concert and stays true to the original intent of the Aspen Valley Ski and Snowboard Club Facility. The facility was approved as a training venue, base of operations, clubhouse, athlete center of excellence, and home for the Aspen Valley Ski and Snowboard Club administration. The proposed amendment is fully in concert, and in fact, assists in the realization of this original approval. 3. The request does not require granting a variation from the project's allowed use(s) and does not request an increase in the allowed height or floor area. The request does not require granting a variation from the project's allowed uses (see response to criteria #1 and #2. The project does not request and increase in allowed height or floor area. 4. Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameterthat could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. The proposed changes to the approved dimensional requirements are limited to a technical nature and could not have been foreseen during the Project Review approval. The proposed amendment allows for a training venue that has specific technical design constraints. The venue technology and systems had not been contemplated during the original review period. As the evolution of technology has allowed for the increase in safety and professional training venues, this facility must also evolved. Every attempt to narrow this facility down to the smallest footprint possible, in the best location for all of the neighbors through a collaborative process, and to the most efficient use of space has been accomplished. 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CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Justin Barker, 970.429.2797 DATE: 7/29/2014 PROJECT: AVSC JSB UPDATED: 3/5/15 REPRESENTATIVE: Stephen Ellsperman REQUEST: Insubstantial PD Amendment DESCRIPTION: The applicant isÂ· proposing to construct a super trampoline and ramps with airbag pit on the property located at 300 AVSC Road. This property is located in Block B of the Moore Family PUD. According to Article Vlll of the PUD Guide (reception #420467), "All development, including grading, shall be contained within the building envelopes..." The proposal includes development which encroaches into the piatted setbacks. This requires an amendment to the PUD to allow for these improvements within the setbacks. Approval to apply for the amendment shall be provided by the Five Trees Homeowner's Association. Below are links to the Land Use Application form and Land Use Code for your convenience: Land Use App: http://www.aspenpitkingom/Portals/0/docs/City/Comdev/Apps%2-Oand%20Fees/2013%20land%20use%.20appo/42*orm.pdf Land Use Code: http://www.aspenpitkin.com/Departments/Community-Development/Planning-and-Zoning/Title-26-Land-Use-Code/ Relevant Land Use Code Section(s): 26.304 Common Development Review Procedures IECEIVE 26.575.020 Calculations and Measurements 26.445.110.A Planned Development -Insubstantial Amendments MAR 1 1 2015 Review by: Staff for completeness CITY OF ASPEN Review agencies for compliance COMMUNITY DEVELOPPPL Public Hearing: None. Planning Fees: $650 for 2 hours of staff time. Any unbilled portion of this deposit will be refunded at the conclusion of the case. Additional staff hours, if needed, will be billed at $325 per hour. Referrals: None. Total Deposit: $650. To apply, submit the following information: Â¤ Completed Land Use Application and signed fee agreement. 0 Pre-application Conference Summary (this document). Il Total deposit for review of the application. ASLU PD Amendment 300 AVSC Rd PID # 273514106032 1 9. Â¤ Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no_older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of 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 Development Application. 0 Applicant's name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. 0 A site improvement survey (no_*der than a year from submittal) including topography and vegetation showing the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado. O HOA Compliance form (Attached) Il Evidence from the Five Trees HOA providing approval for the proposal and right to apply. O A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property. 0 An 81/2" by 11" vicinity map locating the parcel within the City of Aspen. 0 2 Copies of the complete application packet and, if applicable, associated drawings. 0 A digital copy of the application provided in pdf file format. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. 2 City of Aspen Planning and Zoning 7 28908reerqi ki -71 004 1VSC RD (31 300 15 PUB 18 26 34 April 1, 2015 1:1,128 0 0.0075 0.015 0.03 mi 11 1,1 1 1 1 1 1 1,1 1 1 0 0.015 0.03 0.06 km Sources: Esri, HERE, Delonne, TomTom, Intermap, ncrement P Corp.1 GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, A Ch- uuEIVE ATTACHMENT 2-LANDUSEAPPLICATION MAR 1 1 2015 PROJECT: -r Name: Aspen Valley Ski and Snowboard Club 300 AVSC Drive Location: (Indicate street address. lot & block number. legal description where appropriate) Parcel ID # (REQUIRED) APPLICANT: Name Nick Ketpura Address: 66 Hunter Logan Ln Snowmass CO Phone #: 970-343-9205 REPRESENTATIVE: Nick Ketpura Name: Address: 66 Hunter Logan Ln Snowmass CO 970-343-9205 Phone #: TYPE OF APPLICATION: (please check all that apply) GMQS Exemption U Conceptual PUD U Temporary Use GMQS Allotment 53 Final PUD (& PUD Amendment) U Text/Map Amendment Special Review U Subdivision U Conceptual SPA ESA - 8040 Greenline. Stream Â£ Subdivision Exemption (includes U Final SPA (& SPA Margin. Hallam Lake Bluff. condominiumization) Amendment) Mountain Vieu' Plane U Commercial Design Review U Lot Split U Small Lodge Conversion/ Expansion U Residential Design Variance El Lot Line Adjustment U Other: U Conditional Use EXISTING CONDITIONS: (description of existing buildings. uses. previous approvals. etc.) Current clubhouse house administrative offices, locker rooms, meetings spaces for ski + snowboard programs. PROPOSAL: (description ofproposed buildings, uses. modifications. etc.) Addition of outdoor training facilities including ramps/air bags and trampolines. Have you attached the following? FEES DUE: $ 650 ~ Pre-Application Conference Summary Attachment #1, Signed Fee Agreement ~ Response to Attachment #3. Dimensional Requirements Form Response to Attachment #4. Submittal Requirements- Including Written Responses to Review Standards El 3-D Model for large project All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text - (Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-application conference summary will indicate if you must submit a 3-D model. 0000 1, i 1 1 74 . ' 1 j 4 0 â€¢ '.. .. . . ..1 1. %... 0 P 51:.+ 1 - =*i-*'*5 -*,17.Li -,.., .- -2.-22 ,; .~ . ~-*' - ~~~ ~~~ - -~~~~ 1 -41,9. .. T k 6 ..... . ..2 ./ .../. 1, .. ...l. Pt, ..1 , J d. .. .4 4 T. , -:t... ..9-Â¥ 1.- eerti ~ -- I :J. 04.4' 0-42341 .25~ :2 .;499/%2/4637#W ..4114&%:15/i'.&4r:3./. . - :.4 . a . C 74 i ' 9,1 ....1- f r:1 - :9407,92.YÂ·f-:R,9\.3.42 +4~4. mAL:,4â€žd:11:Nru: 1,- - f. - 1, c:' . "T,9.f -4, . ' . 14.- 2 .. ;-rs .4 .Ler - ..1. 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Â·, Â· ' Â¥ 7'WE~t. :' 4, a, - .- ...%- m r .......~/.- VICINITY MAP SCALE: 1" = 2000' -h,i ' , FIVETREES DESIGN REVIEW BOARD Jim Stark, President David Parker, Vice President Eve Whiston Tanja Wojcik Bruce Etkin Clary Beach, Manager August 30,2014 Walt Evans Aspen Valley Ski and Snowboard Club 300 AVSC Road Aspen, Colorado 81611 Re: Side Yard Project Approval Walt: The FiveTrees Design Review Board has reviewed the most recent submission showing all new outdoor training facilities, referred to as the "Side Yard Project," will be installed to the north of the AVSC building. This includes the trampoline, the skateboard and inline skate ramp and airbag, all of which have been found to be acceptable to the FTDRB in the locations shown. We appreciate that AVSC contemplated and then considered the impact of these facilities on the Sievers Circle neighborhood, and we agree that moving these facilities from the originally proposed location to the "opposite" side of the building adequately addresses the concerns of those neighbors and the FiveTrees Community. Sincerely, -1 By ~tu-5 - Gary L. Beaa Manager 0209drb-avsc side yard approval .wpd With Attachments Email to FTMD@beachresouce.com , MAN 2#nk /' .1 3 .1 , . . ... L r . 0 ' /0, fer,me A-M~ :*tyr i . 0 - - . I 9 ' \ , ~5& W,W ~*2 , /1., lA . 1 \11 r ..:''I 7.46*4, /11:,gr \ .' I _7*1#UP- _14 , ~ 0 . 0/f#54&15.-2- % 1 77 0 / Â»k -j\ \ o A +AT 011 4-1 Â¥ 811:WHA /94"0 - ., : 1,HB /%&1 7 -a"**Nte- 1 / Deek... 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PR..:SCFIECO,nUCT.'-IRED A~DAU~Gâ‚¬.C.IMPNOP.R-*.U SA,0 DR-AGE PR Kâ„¢ TO F,(Al ACCEPT,NCE Of n,Â£ P,lo,LECT w,Lt OI n,~ {Â»,TRACTORÂ·s Â£*15â„¢,ose,â€¢.EAcuu,Cul 0 .=,0/5/LIPY I a...CA...STAL -/ 3 1 9\ I EXISâ„¢,0/01/poi. /2 2222..coj...i./CU....'. / . )......1....DESTAL EXICâ„¢,OSI. .\ 15 ....ACY"IST.YE'Â£'BE.7*.,1.I~~IC~.6/Â·A;SIA'.'ll'.MI.M. *-- â€¢EP~TTOC~TRCLERC6i~~IOGE~lue~TAâ„¢Â»(OUNNOCCH~HUCT~NNOSED!MfW~ xn I .ISTING S.-I.EY St*4~ LEUIE NTE OR OA-GE THE PROPENTY ne'CNO ALLCNED UM* OF PICTUROANCE - cu~Â»,ocoNsÂ·nuenc. ,- / / GRAPHIC ~A E /8 Cal|belo,eyoudlg. 7 - --- .24 -- Know whars below. ---- DATE 07-23 2014 12115 (IN FEETI ..11+ >'..'i' ..63"z.l..:r :9:0#,&=v 1 , '1./. 20 I 14'... U.J,Â£1 SHEET Â¢1 1 Agon,09,0 {aeoÂ°2'Â¥* 1010*Vl 31IS 11VN3AO 93[11110Â¥3 9NINIVa1 8119 T,11}3Â¥ ak]V ABOIS OSAV 00Â¥M0100 'N349Â¥ 30 All 13S NOIS30 n??TAIN FOR 00 2-4 - 40 f 5. 4% Ul â€žr. 4 . 'â€¢le=11-7 r'- r 7?0 COMMUNITJ DEVELOPMENT DEPARTMEN1 .. Agreement to Pay Application Fees An agreement between the City of Aspen ("City") and g property Mark Cole Email: Phone No.: XJ Owner Cl"): mcole@teamavsc.org - F\D Address of 300 AVSC Drive Billing 300 AVSC Drive -- 0 Property: Address: cn (subject of (send bills here) application) I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications and the payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. $ 0 Select Dept 0 Select Dept flat fee for . $ flat fee for 0 $ flat fee for Select Dept 0 Select Review $ flat fee for For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. I understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of mlbapplication at the hourly rates hereinafter stated. $ 650 / 2 deposit for hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325 per hour. $0 0 deposit for hours of Engineering Department stafftime. Additional time above the deposit amount will be billed at $265 per hour. City of Aspen: Property Owner: r -lerÂ£ A- C~L- Chris Bendon Mark Cole Community Development Director Name: f V Title: Executive Director - City Use: 650 Fees Due: $ Received: $ U 5-0 l ea _ - Januan. 2013 City of Aspen 1 130 S. Galena St. 1 (970) 920-5090 ~ Permit No. COMMUNITY DEVELOPMENT DEPARTMENT .. Homeowner Association Compliance Policy All applications for a building permit within the City of Aspen are required to include a certification of compliance with applicable covenants and homeowner association policies. The certification must be signed by the property owner or Attorney representing the property owner. The following certification shall accompany the application for a permit. Subject Property: BOO 440*t beâ€¢1& 1: the property owner, certify as follows: (pick one) 2 This property is not subject to a homeowners association or other form of private covenant. C] This property is subject to a homeowners association or private covenant and the improvements proposed in this building permit do not require approval by the homeowners association or covenant beneficiary. ~ This property is subject to a homeowners association or private covenant and the improvements proposed in this building permit have been approved by the homeowners association or covenant beneficiary. I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I understand that this document is a public document. Owner signature: f Z.Â£ 4_ ~0-- da#. 111-6119 1 1 Owner printed name: /1An,k A . Cl) LE- or, Attorney signature: date: Attorney printed name: i November, 2014 City of Aspen I 130 S. Galena St. I (970) 920-5090 THE CITY oF ASPEN Land Use Application Determination of Completeness Date: March 27,2015 Dear City o f Aspen Land Use Review Applicant, We have received your land use application for a 300 ASVC Drive -PD Amendment and reviewed it for completeness. 61 Your Land Use Application is incomplete: Please submit the following missing submission items so that we may begin reviewing your application. No review hearings will be scheduled until all of the submission contents listed above have been submitted and are to the satisfaction of the City of Aspen Planner reviewing the land use application. Your Land Use Application is complete: Tlf there are not missing items listed above. then your application has been deemed complete. Please submit the following to begin the land use review process. Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact me at 429-2759 if you have any questions. ThanLYou, tlefinifer Phel'hn, Deputy Planning Director City of A~FER, Community Development Department For Office Use Only: Qualifying Applications: Mineral Rights Notice Required New PD Yes- No_yj Subdivision, or PD (creating more than 1 additional lot) GMQS Allotments Residential Affordable Housing Yes ~ No_*Â© Commercial E.P.F. Lodging GENERAL CONSTRUCTION NOTES: 1 ALL CONTRACTORS AND S'/CONTRACTOR S SHALL HAVE A SET OF APPROVED CONSTRUCTION 9 1 1 - DOCUMENTS ON SITE AT ALL TIMES 4 IN 2 EXISTING CONTOURS ARE AllÂ· FOOT INTERVALS \ PROPOSED FENCE \ ' - SEE ARCH PLAN FOR .. 3 PROPOSED CONTOURS ARE AT 1Â· FOOT INTERVALS DETAILS 4 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OF 1 '. ALL EXISTING UTILITIES SHOWN, ALL EXISTING UTILITIES NOT SHOWN, AND ALL PROPOSED i ~- UISTING CULVERT TO ME MMOVED ASPE UTILITIES ON THESE PLANS THESE UILITIES EITHER UNDERGROUND OR OVERHEAD SHALL 8 EMAINTAINED iN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCnON PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE PROPOSED HATCH LEGEND . t.4 AND LIABLE FOR ANY DAMAGE TO OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCnON 5 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS v' /4#4130'llill'liwill' PROPOSED ASPHALT "./."./. OUTSIDE THE DESIGNATED IMPROVEMENT AREA FROM DAMAGE ANY DAMAGE TO EXISTING AREAS OUTSIDE THE DESIGNATED IMPROVEMENT AREA DURING CONSTRUCTION SHALL ATA , 4 , -~|~ . .-Ill.-'' - \ .AP: 1.1.......... MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE CONSTRUCTION STATE ~ ~ PROPOSED CONCRETE 6 THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, AND = SHALL COMPLY WITH ALL lOCAL, STATE. AND FEDERAL REGULATIONS IDENTIFYING THE NEED FOR A PERMIT. PREPARING THE APPLICATION. AND PAYING THE SUBMITTAL AND REVIEW FEES AVSC EXITALIGNMENT PROPOSED PATH ./ -1 ,//fl~ /46/434~ NECESSARY TO SECURE PERMITS WILL BE THE TOTAL RESPONSIBILITY OF THE GENERAL 2.=\1~ CONTRACTOR A COPY OF ALL PERMITS MUST BE ON SITE AT ALL TIMES ' f PAOPOSED ,\ 7 f SUPER TRAMP,jf ..0 -hi.0-1-1. 7 THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL ~ PROPOSED CULVERT GOVERNMENT COUNTY' STATE AND FEDERAL SAFETY AND HEALTH REGULATIONS IN PARTICULAR, THE ~TRENCHING' AND -OPEN EXCAVATION- OPERATIONS SHALL COMPLY WITH ALL , \ CURRENTO SHA REGULATORY REQUIREMENTS 8 ALL WORK INCLUDING WARRANTY WORK, SHALL BE INSPECTED BY THE PROJECT ENGINEER WHO SHALL HAVE AUTHORITY TO HALT CONSTRUCTION WHEN PROPER CONSTRUCTION PRACTICES ARE 9 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECUR ING THEIR OWN DISPOSAL S~E ~~~~MIN~~~ ~ ~ ~~-~ PROPOSEDeÂ«TONLYNEWAVSCOR --xqi,512~3 ". % ------ -- NOTBEINGADHEREDTO ~ ~ < \I \ FOR ALL DISPOSED MATERIALS 10 COMPACTION IN EXCAVATED AREAS SHALL BE 95% STANDARD PROCTOR DENSITY T 1/ // /2.414 -- -- V 4/ \1 +1\ 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSPECTIONS 4, 1 VICINITY MAP OTHER GOVERNMENTAL AGENCIES, AS PRESCRIBED IN THEIR PERMITS AND APPROVALS 'ht. 1 , 12 THE CONTRACTOR SHALL HIRE A TESTING LABORATORY APPROVED BY THE LOCAL GOVERNMENT . li---\ ' SCALE: 1-2,50 ' i ---Â«EXISTING AARKING LOT PROPOSED LEGEND % â„¢~FZUIWTHEL~F~A~GR~E~~N~r~ ~~~I~R~~AT~SU~~~FBESI~~~1~G~~D~ 1 \ THE LOCAL GOVERNMENT PRIOR TO ANY AC OR PCC PAV1NG AC PAVING SHALL BE TESTED WITH A TRASHENCLOSURE , 04 e \ PROPOSED CONTOUR NUCLEAR GAGE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL TESTING TO BE REMOVED AND Â¥9 / /,V, / PROPOSED SAW CUT UNE EXISTING -920 - PROPOSED CONTOUR INTERVAL RELOCATED \. \ -8Â·W - PROPOSEDSÂ·WATERMAIN Â£ S 13 THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES BARRIERS. LIGHTS AND SIGNS THAT < . - ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC AT ALL TIMES -\\ 1 1 ~ 11 \ PROPOSED 8 SANITARY SEWER MAIN 4.19 D .m 14 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBIC IGHt-F-OF.WAY AFTER -NORMAL , /% / / - ]27'Â·55 - PROPOSED 12Â·SANITARISEMERMAIN WORKING HOURSÂ· AT THE END OF EACH DAYS wORK AND AT OTHER TIMES v~HEN CONSTRUCTION \ - - PROPOSED 1/ WATER MAIN OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL ~ - , - ETCS - PROPOSED Elli. TELE CABLE GAS 2 9 =WE V 4 T 9 / - - PROPOSED Elli. TELE CABLE EQUIPMENT AND OTHER OBSTRUCTIONS FROM THE PUBIC RIGHTÂ·OF-WAY 15 WHERE TWO OR MORE CONTRACTORS ARE WORKING IN THE SAME AREA. EACH SHALL CONDUCT PARKING AND TRAMP AUGNMENT / N 1 - \ PROPOSED PAâ„¢ TO CONNECT G G PROPOSED GAS THEIR OPERATIONS IN SUCH A MANNER AS NOT TO CAUSE ANY UNNECESSARY DELAY OR 1 F~~---- TRAMPOLINEFACILTYAND - T - PROPOSED TELEPHONE HINDRANCE TO THE OTHER WHERE CONFLICTS CANNOT SE AVOIDED, THE LOCAL GOVERNMENT 1 RAMP/AIRBAG FACILITY -f - PROPOSED ELECTRIC WILL DETERMINE V~HICH CONTRACTORS HAVE CONSTRUCTION PRIORITY OVER THE OTHER RELOCAnON Of J a U CONTRACTORS AND THE TERMS OF SUCH CONSTRUCTION PRIORITY / TRASH ENCLOSURE . PROPOSED CABLE ~ I .O - PROPOSED FiBER OPTIC Q 16 CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS FORTY-EIGHT HOURS PROPOSED STORM SEWER V PR,OR TO COMMENCEMENT OF WORK ADJACENT TO THE unt.TY / ~ ' r PROPOSED RETAINING WALL 71 , 17 CONTRACTOR SHALL NOTIFY THE ADJACENT RESIDENCES AND BUSINESS IN WRITING DESCRIBING EXISTING WATER SERVICE Â· 1 / ~- STORMWATER MANAGEMENT NOTES: Â® PROPOSED ELECTRIC MANHOLE THE NATURE OF THE WORK. SCHEDULE OF THE WORK. WHEN PARKING WILL BE PROHIBITED (IF 9 7 TO BE RE ROUTED -~tc*....J ~ @ PROPOSED DRAINAGE DRY-V~ELL ANÂ·O AND V~HO TO CALL AT THE CONTRACTOR'S OFFICE IF THEY HAVE QUESTIONS ABOUT THE WORK THE LOCAL GOVERNMENT PRIOR TO ITS DISTRIBUTION MUST APPROVE THE NOTICE THE / - ~ ' BE (1) BACKFILLED AND PAVED WITH TEMPORARY PAVtNG SUCH THAT THE FINISHED SURFACE . li 1 A COPY OF THESE PLANS MUST BE KEPT ONSITE FOR READY AVAILABILITY TO THE OPERATOR, Â® MANHOLE / AND SO THAT DIVISION OR EPA PERSONNEL CAN REVIEW IT DURING AN INSPECTION IF AN OFFICE PROPOSED TELEPHONE MANHOLE CONTRACTOR MUST DISTRIBUTE THE NOTICE TO THE ADJACENT RESIDENCES AND BUSINESS AT 8 .Wr LOCATION IS NOT AVAILASLE AT THE SITE, THE SWMP MUST BE MANAGED SO THAT IT JS AVAILABLE Â® I LEAST 7 DAYS PRIOR TO THE START OF THE CONSTRUCTION WORK PARKING IN â„¢15 AREA REMAINS AT THE SITE WHEN CONSTRUCTION ACTIVITIES ARE OCCURRING (e g BY KEEPING THE SWMP IN A Â® PROPOSED UTILITY MANHOLE THE SAME =16 SPACES i SUPERINTENDENT'S VEHICLE) >- PROPOSED GUY WIRE \ 18 AT THE END OF EACH WORK DAY, ALL EXCAVATIONS WITHIN THE STREETANDTRAVEL WAY SHALL . ~ n ~~ 2 ALL CONSTRUCTION PROJECTS OVER 1 ACRE REQUIRES A CONSTRUCTION STORMWATER 0 PROPOSED POWER POLE M FLUSH WITH THE EXISTING PAVEMENT, (2) ADEQUATELY COVERED WITH STEEL PLATE BRIDGING. i - 1 DISCHARGE PERMIT FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT PROPOSED FIRE HYDRANT OR (3) BACKFILLED AND PAVEDWITH PERMANENT PAVING IF STEELPLATE BRIDGING IS USED THE ~ ~~Â£~-__ ~ _ _ ~ ~ ~ -Â· ~I ~ , PROPOS,D BOULDER : ~ 3 â„¢E PERMIT APPLICATION SHALL BE SUBMITED AT LEAST 10 DAYS PRIOR TO THE START OF / (COPHE) WATER QUALITY CONTROL DIVISiON (WOCD) STEEL PLATE BRIDGING MUST BE REMOVED WITHIN 48 HOURS AFTER ITS INSTALLATION 1 1 1~ PROPOSED WATER VALVE 19 ALL EXCESS MATERIALS GENERATED FROM THE SITE ARE THE RESPONSIBILITY OF THE . CONTROLLED DENSITY FILL SHALL NOT BE USED AS TEMPORARY AC PAVING - RETAINIÂ®WALL i ~ CONSTRUCTION ACTIVITIES f PROPOSED CURI STOP 1 . CONTRACTOR AND SHALL BE DISPOSED PROPERLY 1 ~- Uet" \. \ / 4 THE PERMIT APPLICANT (S) SHALL BE THE OWNER AND/OR THE SITE CONTRACTOR THE t><4 p. op0SED GAS METER/VALVE 5 STORIWITER MANAGEMENT PLANS (SWMPs) ARE REQUIRED FOR ALL PROJECTS REQUIRING A APPLICATION SHALL BE SIGNED BY THE OWNER AND/OR THE SITE CONTRACTOR 20 ALL ITEMS REMOVED ON THE PROJECT SHALL BECOME THE PROPERTY OFTHE CONTRACTOR /----' \ PROPOSED ~ 1 UNLESS OTHERISE NOTED ' ~ PROPOSED ELECTRIC TRANSFORMER 9 / 0 ~ p~OPOSED FE EROS/' CONTROLS DELINEATED ON THE SV,IMPs UNTIL THE SITE IS PERMANENTLY STABILIZED Â¤ PROPOSED CATV PEDESTAL < AIR BAG ~ \~ CONSTRUCTION STIR/WATER DISCHARGE PERMIT AND SHALL BE MAINTAINED AND UPOATED ON . PROPOSED ELECTRIC METER 21 WHERE iT IS REQUIRED TO SAW CUT EXISTING PAVEMENT THE CUTTING SHALL BE DONE TOI / ' 7 ' ' SITE THE PERMIT HOLDER MUST IMPLEMENT, MAINTAIN AND INSPECT STORMWATER AND m PROPOSED TELEPHONE PEDESTAL NEAT WORK LINE 8 PROPOSED SEWER CLEANOUT . / PROJECT BENCHMARK: PROPOSED REROUTING OF 1~ ~4 SEE ARCH PLAN AND THE PERMIT IS INACTIVATED THE PERMIT COVERS ALL WORK ON THE PROJECT INCiUDING \ 22 ALL GEOTECHNICAL RECOMMENDATIONS TO BE ADHERED TO FOUND REBAR & CAP LS #20133 EXISTING WATER SERVICE. DErAILS WORK PERFORMED BY SUB- CONTRACTORS AND OTHER ENTITIES IT IS RECOMMENDED BY THE ELEVAION: 8050.77 PROPOSED ROUTING TO EARTHWORK, EROSION AND SEDIMENT CONTROL NOTES: , 1 MAINTAINAMIN 7.0'DEPTH PER KEPT ON SITE FOR USE BY THE ADMINISTRATOR AND REVIEW BY WQCD PERSONNEL -cr PROPOSED SIGN 5 ~\ 1 Q WQCD THAT A SWMP ADMINISTRATOR BE DESIGNATED FOR THE PROJECT THE SWMP MUST BE * PROPOSED LIGHT POLE C]TY OF ASPEN SPE"CATIONS - j ~ 6 THE SVUMP SHALL BE PREPARED IN ACCORDANCE WITH GOOD ENGINEERING HYDROLOGIC AND 1 ALL WORK PERFORMED SHALL BE IN ACCORDANCE VWTH THE CITY OF ASPEN ~ r i PROPOSED STORM INL ~ \ PRO SED I POLLUTION CONTROL PRACTICES THE SWMP NEED NOT BE PREPARED BY A REGISTERED 2 PROPOSED CONTOURS ARE AT l' INTERVALS i 2 AVE BUILDING IN N 1 , PROPOSED ", ENGINEER THE OEUECTIVE OF THE PLAN SHALL BE TOIDENTIFY BEST MANAGEMENT PRACTICEÂ·S EXISTING LEGEND i (BMPS) WHICH WHEN IMPLEMENTED WILL MEET THE TERMS AND CONDITIONS OF THE GENERAL 3 THE STORM SYSTEM SHALL BE INSPECTED AS SOON AS POSSIBLE AFTER CONSTRUCT.N I . I PROPOSED ' RETAINING WALL~ CHANGESIMPROVEMENTS MADE EXISTING CONTOUR 1 CONCRETE PERMIT THE SWMPSHOULD BE AMENDEDAS NEEDED TO REFLECT THE \ ' CONCRETESTEPS * SEE STRUCTURAL \ 4 ALL LANDSCAPED AREAS OUTSIDE OF THE CONSTRUCTION DISTURBANCE ZONE SHALL BE f - 5220 -- -- EXISTING CONTOUR INTERVAL ~ 3~LAN FOR DETAILS \ Â·; 7 THE PERMIT REQUIRES THAT INSPECTION OF THE STORMWATER MANAGEMENT SYSTEM BE REVEGETATED PER LANDSCAPE SPECIFICATIONS AS SOON AS POSSIBLE AFTER GRADING i. I I ' ' EXISTING WATER MAIN COMPLETE ALL SEEDED AREAS SHALL BE MULCHED AND MATTED PERFORMED AT LEAST EVERY 14 DAYS AND AFTER ANY PRECIPITATION OR SNOV~'IELT EVENT .NOTE: PROPOSED \ 1 OCC URS INSPECTION R EPORTS MUST BE MAINTAINED ON SITE AND MADE AVAILABLE FOR - ' - % - EXISTING SANITARY SEWER MAI N 5 CONTRACTOR SHALL MAINTAIN ALL TEMPORARY EROSION CONTROL FACILITIES IN GOOD , ART PLATEO , *i,A REVIEW BY WQCD PERSONNEL EXISTING ETC COMMON TRENCH WORKING ORDER UNTIL PERMANENT FACILITIES ARE IN PlACE 1 CONTRACTOR TO LOCATE EXISTING -,r â€¢ EXISTING TELEPHONE 8 THE OBJECTIVE OF THE STORM WATER MANAGEMENT PLAN INCLUDES BUT IS NOT LIMITED TO IRRIGATION UNES AND SPRINKLERS, s 6 SIU FENCE ON THE DOWNHILL SIDE OF ANY DISTURBED AREA SHALL SE CONSTRUCTED PRIOR TO COORDINATE WIâ„¢ AVSC AND THE CITY OF ~ PROPOS , fi MINIMIZING THE AMOUNT OF DISTUR8ED SOIL, PREVENTING RUNOFF FROM OFF SITE AREAS FROM - le - EXISTING ELECTRIC \ \ ASPEN TO MAINTAIN ADEQUATE IRRIGATION Â·~ COMMENCEMENT OF SITE GRADING FLOWING ACROSS DISTURBED AREAS. SLOWING DOWN THE RUNOFF FLOWING ACROSS TH E SiTE - De - EXISTING OVERHEAD ELECTRIC O AND REMOVING SEDIMENT FROM ON-SITE RUNOFF BEFORE IT LEAVES THE SITE 7 ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REGULARLY INSPECTED AT LEAST i 1. # ~ . TOAVSCAND CITYOF ~EN PROPERTIES LANDIN +2 ' 7 - u. - EXISTING CABLE Z EVERY 14 DAYS AND IMMEDIATELY FOLLOWING ANY PRECIPITATION EVENT AN INSPECTION REPORT SHALL BE MADE AND A COPY MAINTAINED AT THE SITE ALL REQUIRED REPAIRS . 4 1 9 THE INSTALLATION OF IMPSAND SPECIFICATIONS FOR EROSIONCONTROLISHALL BE IN - 11% EXISTING GAS ~ COMPLIANCE MTH THE CDOT EROSION AND CONTROL STORMWATER QUALITY GUIDE --- fo - EXISTING FIBER OPTIC I. \ 4 \ COMPLETED AND MADE IN A TIMELY MANNER ACCUMULATED SEDIMENT AND DEBRIS SHALL BE .. ~ ~1~ --4 .//2. EXISTING STORM SEWER REMOVED FROM ANY SEDIMENT TRAPPING DEVICE OR AT ANY TIME THAT THE SEDIMENT OR ~ . k \ 'L , -- -- -- -- . EXISTING EASEMENT DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE SEDIMENTÂ·TRAPPING DEVICE ' I 0 8 TOPSOIL SHALL BE STOCKmLED TO THE EXTENT PRACICAL ON 'TE FOR USE ON AREAS TO BE l \ - \ - - - - IllilING pilpERri LINE - - -- - EXISTING SETBACK REVEGETATED ANY AND ALL STOCKPILES SHALL SE LOCATED AND PROTECTED FROM EROSIVE ~4, ,p~ ~ , EXISTINGWOODFENCE ELEMENTS I j \ 1 â€¢ EXISTING WIRE FENCE 9 THE CONTRACTOR IS RESPONSIBLE FOR ANY TRACKING OF SEDIMENT ONTO THE ROADWAYS AVKWAXAND ~ : EXISTING CHAIN LINK FENCE ROADWAYS ARE TO BE KEPT CLEAN THROUGHOUT THE CONSTRUCTION PHASE ORAGE ROOM ~ , \ , Â® EXISTING ELECTRIC MANHOLE 22'ID-â€¢p-.non,Â·3,-- EXISTINGROCKWALL ~ \ 10 THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE SITE BOUNDARIES AND SPECIFIED RIGHT OF WAY THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA EXISTING TRAMP \ EXISTING DRAINAGE DRYÂ·WELL B VITHOUT THE PRIOR EXPRESSED CONSENT OF THE OAINER DUST CAUSED BY EXCAVATION, I- TO REMAIN i TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE i K/ ~ Â® EXISTING SEWER MANHOLE / ' O EXISTING TELEPHONE MANHOLE O Disc'INT~~~IMIstSNICÂ·Ztin,Es'~tu.Dul-lt,IMIES~2OÂ»E-TO // 7- \ 1 , , 2 Ext STÂ»NG UTIL,TY MANMOLE O K ~ER'S SATISFACTION ~ ~ ~ ~~~~~~~ ~~ Â» EXISTING GUYWIRE O 5 11 THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A OUST PALLIATIVE ON THE SITE AS /' 1 p DIRECTED BY THE TOWN DUST PALLIATIVE MAY CONSIST OF WATER OR ANON-POLLUTING . \ 1 1 O EXISTING POWâ‚¬ R Pol-E SOLUTION SPREADING OF WATER OR WATER MIXTURE SHALL SE DONE WITH ACCEPTABLE 1 / \ / ., 603 ~D EXISTING FIRE HYDRANT SPRINKLJNG EQUIPMENT ALL DUST CONTROL SHALL EXTEND BEYOND THE CONSTRUCTION AREA PROPER TO THE SIDE STREETS ENTERING AND EXISTING THE PROJECT. Vi'HERE MUD AND DIRT - \ \ / W EXISTING WATER VALVE CL CO CO FROM CONSTRUCTION EQUIPMENT. AS WELL AS LOCAL TRAFFIC. MAY GET ONTO THE SIDE , \ 9 EXISTING CURB STOP CO LLI B STREETS CLEANUP OF THESE AREAS WILL BE REQUIRED AS NECESSARY OR AS DIRECTED BY THE , Ov ~ER ~'i~ ~ ~~ EXISTING GAS METER < / ~ EXISTING ELECTRIC TRANSFORMER LL 12 VEHICLE TRACKING CONTROL DEVICES (MUD RACKS> SHALL 8E PROVIDED AT CONSTRUCTION / ~1 EXISTING ELECTRIC METER ~ ENTRANCES THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF THESE DEVICES / / R EXISTING TELEPHONE PEDESTAL 0Â» 13 MAINTENANCE OF PROPER DRAINAGE AND CLEANING TEMPORARY SEDIMENT PIT DURING THE PROGRESS OF THE CONTRACT IS REQUIRED ANY DAMAGE DUE TO IMPROPER MAINTENANCE OF / I / 8 EXISTING SEVVER CLEANOUT 40 1 9 EXISTING CAn' PEDESTAL 0 1- SAID DRAINAGE PRIOR TO FINAL ACCEPTANCE OF THE PROJECT WILL BE THE CONTRACTOR'S , *~ EXISING LIBIT POLE RESPONSIBILITY ~ 1 0 L 14 ALL DISTURBED AREAS MUST BE RE-VEGETATED ' APPROXIMATE EXISTING / -1- EXISTING SIGN 15 CONTRACTOR MUST UTILIZE Â·BEST MANAGEMENT PRACTICES-. AS EXPLAÂ»NED IN THE DRAIAGE ,/ \ -h --- ------/ / , NORDÂ¢C TRAIL * EXISTING STORM INLET REPORT, TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION No SEDIMENT - \ // 1 {*ITI SHALL LEAVE SITE OR DAMAGE THE PROPERTY BEYOND ALLOWED LIMITS OF DISTURBANCE DURING CONSTRUCTION /1 \ /// / GRAPHIC SCALE Call before you dig \ , -- I, 1k4. 0 10 20 40 80 Know whafs below. - DATE 07-23-2014 (IN FEET) 1 inch = 20 ft. 5\/90 CCT CUBE? PF\/IC\,1/ 77/91/9(91 /1 CALLL 2-BUSINESS DAYS IN ADVANCE JOB NO 12115 'EMBER U.unES SHEET C1.1 31Â¥0 SlvllINI Dll '9NIH33NI AE 03N91930 ~ *8 03>Â¢03HO AQ NMVIO 133EllS 180*Â¥1 318 11Â¥hl3A IlllIOÂ¥=I SNINIVhll E LEO-POZ-(026) 31IS 1Â¥Ibl3Â¥ CINÂ¥*308 1 .. . I- 1 . IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF: . 21111/ BLOCK B, MOORE FAMILY P.U.D. 1 1 A PARCEL OF LAND SITUATED IN THE W 4 OFTHE SE h OF SECTION 11, J / THE NW h OF THE NE h AND THE S h OF THE NE h OF SECTION 14, Li /' , J ... ' ...V I. I./ - a *- - COUNTY OF PITKIN, STATEOFCOLORADO ,\1/ TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. 7-13Zgpy-44 -rul ,-/ -/ / / ' ./ '' / I 47.- // p 72:.1~4-1/,/44. J,4.1..' ~ SHEET 1 OF 1 -43,~:~ 2 \ 4,â€¢ 121'. Â¥(Â¥ 4. ;A \\ / --- :--9-tr;95.-9-,-t,/2~ mt- -~r~~~ 16170,,4/.<23'. ..3 1.%**trfÂ¥~Z...~ .4 EXISTING CONDmONS LEGEND -~~9,3'*4'1 ,-95' ,â€¢ ........6 ..'~ r 1 1. -~iNÂ¥0034.Â£56207<,- - - , / ''--3.-21 fr-.i- K-~J__ -3=4--%----- ,/siYE _~~~ ' CATV PEDESTAL / 1, -i / TELEPHONE PEDESTAL ~ '*'~, ; ~ ;0 _, v . 1=33 ~Eff,~~~;ty:* - . - 18 ,UP~ORM , . 2Â«1311 ELECTRIC METER .:, ELECTRIC TRANSFORMER I \. .\ 1 INV 8034 1. 01 4 E J Of /- /.-\ h\ SEWER MANHOLE r. r... WATER HYDRANT /'' li ,/. ... , ,. ,Â·3- --1-7221-76.4. L 4,. .. ~-0 . \ \\\\ 1 f . 3...r .t'-,7~'<4~itpPeAr#.1Â£1 , DRYWELL 4- J. Â©*o,-'.,44*EUE**ZW * 1 - *.~-122.-\-41-*5*$79-21~44-,f ZEp-ter+AWM*. i ir/ IRRIGATION VALVE \ '00 GAS LINE r 1 . A--*-* \ . -3 9 / 1,/AAAM=ist=le â€ži A' COMMON UTILITY TRENCH 2" ASPEN TREE - 1%# - i ,\ ; 1, 11 -\ . 1 .. I_ L-- ~ - . 9-kx \ .rx . %-5L-/# 1 00/ . # 92 -' I izi...~- I ,:; . Â·fÂ¥~ * I EDGE OF VEGETATION \ ; 1 -1- -1 - '11-9.41-3/ /1 1 1 1 - i'* S ' \ /' 11â€ž- 4 \. Ill- ASPHALT - I I. $ VICINITY MAP k \ ; //// ' / ' i'll 04 1 i / SCALEÂ· 1" = 2000' /- kg el.R / NOTES ~ laiil' ' .' / 1--- -- - \ - \..- -\ .* 0 -- 2 1 .// , \ 1. Date of Survey: June . July 2012. Reviewed site for changes on June 27th, 2013 -'.j\liff. 74%4 - 1 >1 32.331/ 1 : , I tu - ---3 -31' / 1 1 1 REVIEWED SITE FOR CHANGES ON JULY 17TH, 2014 -7 2 - f /Â» \ - - f4 8 2. Date of Preparation: July - August 2011. Reissued to current date July 17,2013 U.- / , 4\,1 71 \ 11 \ L. ' 1 ...7 \ , 14 '' 1 1 1 \ 2,40 \' f- , M,-i--~--1-,0,~Â»,4,~iI, ~<r</3;b REISSUEDTOCURRENTDATE AUGUST 11,2014 *- 4 .-y .1 ..14;A 1 1 ' 20Â· wiqi ' i, CO~ON SKI ~SEMAT > / x*1--3 ' 42 3. Basis of Bearing: A bearing of 545'34'45"E from the Westerly corner of Block 8, a I. f 1 -L. . '44_. found Rebar & Cap LS #20133 to the Westerly angle point a found Rebar & Cap LS i i -0-- ---- * 4. Basis of Survey: The Moore Family Lot Line Adjustment Plat recorded August 10, ..1434- #20133. 1 1998 in Plat Book 45 at Page 73 as Reception Number 420462, the Moore Family i ;-3\ Â· / 97. / Division Plat recorded August 10, 1998 in Plat Book 45 at Page 76 as Reception L 1 -I- 2 40/:i Number 420463, the Moore Family Parcel "A" Subdnvision, Essential Community 7 i.7 . ~ETEPAO -. ~52,/4-/,I/- MULTI-STORY WOOD FRAME BUtl[}iNG ; TWO STORY WOOD FRAME BUILDING Facilitie5 Exemption Plat recorded August 10, 1998 in Plat Book 45 at Page 78 as 2*ki , ~ Reception Number 420464, the Moore Family Planned Unit Development, a ~ r \ Uu/,/ i' / /'' / i /; f i 1 Jif" 0*CRET .- 5520:5 v / r ' - Â£~ ~ 1 \ i Planned Community recorded August 10, 1998 in Plat Book 45 at Page 81 as : Reception Number 420465, First Amended Plat of the Moore Family P.U.D a \ U. Orj..\ 411 ~ ~~4 ~11~1~ * Planned Community recorded July 6, 1999 In Plat Book 50 at Pate 40 as Reception 4 PY.20133 I' ' ; 1 1 1 ; 1 Number 433030 Moore No. 1 Annexation recorded July 14 1999 in Plat Book 50 ~ =:Stâ‚¬---39/ 1,/ i , , .... -- 14 1999 in Plat Book 50 at Page 45 as Reception Number 433343 Moore No. 3 4 at Page 44 as Reception Number 433342 Moore No. 2 Annexation recorded July , Annexation recorded July 14 1999 in Plat Book 50 at Page 46 as Reception l --Â·44' ,, --4-4-.1,3 p/ Number 433344 Moore No. 4 Annexation recorded July 14,1999 in Plat Book 50 3 f c \ at Page 47 as Reception Number 433345 various documents of record and the , r i j 3 2 5 11T<J VeÂ« 1 V ' '0-' / , found monuments, as shown. l ' ' ~ ~ 5. Thissurvey does not constitute a title search by Sopris Engineering. LLC (SE) to ,' ASPEN SCHOOL DISTRICT / / \ Bl,OCK S h ' -- i '37/,9 i il 0 57(013 5*T. ~ X 1 Â£309 AGNES / \ # -\ 8'Â· / 1 3 - 1 # 1 2 / 1 f l' i /1 6 ' i 6 determine ownership or easements 01 record. For al\ \ntormation,ega,ding easernents, rights of way and/or title of record, SE relied upon the above said i J / 1,1 i i plats described in note 4 and the Title Commitment prepared by i and Title Ki 1 .. / Guarantee Company, order #QT62004656, effective date of June 27, 2012. City of Aspen Maron control ~ Basis of elevation: City of Aspen. Marcin control daturn, which is based on an 6. ~Â·- ,~,::~~r~mt:reek Road at Aspen ,-- 74- -2/ i ,/, /'' f / , ,/ ---* .-\#;ENCI' - ./ ./Â·/.- -TOUND REBAR & ,__ Â»---9---94-4 , r. elevation of 8021.91' (NAVD 1988) on the City of Aspen Control (GPS-15) Maroon Creek Road at the Aspen Recreational Center. This established two site Ngt~2'42-W BENCHMARK aP LS #20133 --falÂ»Vil 'if I ly i . 9. benchmarks, shown on this page. Ew=8050.77 1 xx- -/~. , 7. Contour Interval: One (l) foot. 1 *91**4r- -0~21-2-2-6-1- 1.5%"E'~5 ~' ~' \ \ 8. The linear unitused in thepreparation ofthisplatisthe U.S. Survey Footas --~ . - 18.50' J defined by the United States Department of Commerce, National Institute of ~ < ~ Standardsandled,nargy. ND REBAÂ»+ - \ M LS #20133 City of A5pen Marcncontrol ~ (GPS-14) riehack Road at Bridge / I- 10'~~K[TYP) 1 li .:/49 LOT 22e 1 1 ,/REC -50569 El<21, '' i . ' SÂ¥<EASEMEMr /2444 \, C & LOT 21e ~ ~9 # '< C < 1 inchâ€¢ 20 ft showing the current location of all strudures, water courses, water features + GRAPHIC SCALE SURVEYOR'S CERTIFICATE h- ,\ . *' UFTO~ERA14 h / i I , \4P LS N20133 DÂ· 4 CONTROL SHAC~ \ 1. Mark S. aeckler, hereby certify to Aspen Valley Ski Club (AVSC) and Land | \ f â€¢~ V f rltle Guarantee Company, th/ this is an 'IMPROVEMENT SURVEY PLAr 15 ~ (IN FEET ) defined by CR.1 Â§ 3R-51-102(9), and that isis a monumented Land Survey 4. ~' BLOCK C 1 11 1/ 64. - . .1 oic# o,to / and/or bodies of water. visible roads, utilities, fences, or walls situated on : the described parcel and within nve feet of all boundaries of such parcel, ~ FIRST AM~NDED PLAT OF THE MOO~ FAMILY~U D. 1 1 -\\\\\ FOUND REBAR & '~ 4 1 any conflicting boundar, evidence or visible encroachments, al easements . and rights of way of a public or private nature that are visible. or apparent, \ or of record and underground ut,lities described In Land title Guarantee CHAIR LIFT , CompanyÂ·s title Order 4-r other sources as specified on the ~\ CAP 15 #20133 ' J.Â· (SUPPORT ~ IMPROV wâ€¢UMEÂ®.*41(A@4<For ofdosure is less than 1/15,000. BENCHMARK COLUMNS} ~ SOPRIS ENGINEERING - LLC ggs'*124+Am 0 1/ // 1/ stylo"w - 60' wIDE \ CIVIL CONSULTANTS MARKSIDECKLERM~16*â€¢m- ~ ZE 1 1 1/\ // 10.37' I 1 I i / /' f LOT 20e SKI UFT BIEMENT â€¢ izm unury IRMENT ~ 502 MAIN STREET, SUITE A3 Me . .... 43# AFTER VOU FIRST 06(OVER SUCH DEFECI IN 40 EVENT * 11Â¥ ACAON / / ~ 1 (970) 704-0311 SOPRISENG@SOPRISENG.COM , - pg.--.*~.â€žâ€žIM-ilÂ»â„¢EYBELONME'~CLED~ORÂ£-EN ~ ~ .'6~ VKZ- BOOK 45 PAGE 78 CARBONDALE, COLORADO 8162.3 -/ONAL LP*-7 i A/,8/121:E 08/Q/]2 12115[x<ONDOW; 1 i .........El....CERT FIATIO.......L U r - -1 ... ... --- - 1 ..1- -1-r . --- --- --------...- -IL.â€ž,Tr J . 1- - -r- Fljn~ Viu i j ii geggeÂ».. eci Customer Distribution Land Title Our Order Number: QT62006584 GUARANTFE COMPANY -Since 1967- Date: 03-24-2015 Property Address: 300 AVSC DR, ASPEN, CO 81611 For Title Assistance KIM SHULTZ 533 E HOPKINS #102 ASPEN, CO 81611 970-927-0405 (phone) 970-925-6243 (fax) kshultz@Itgc.com Buyer/Borrower ASPEN VALLEY SKI/SNOWBOARD CLUB TO BE DETERMINED Attention: MARK COLE Delivered via: Electronic Majl 300 AVSC DR PO BOX C-3 ASPEN, CO 81612 970-205-5103 (work) mcole@teamavsc.org Delivered via~ Electronic Mail Seller/Owner ASPEN WINTER SPORTS FOUNDATION, INC. Delivered via: Electronic Mail MAR 2 5 2015 I.. b q Land Title Guarantee Company Estimate of Title Fees Land Title GLARANTFF COMPANY -Since 1967 - Order Number: QT62006584 Date: 03-24-2015 Propeny Address: 300 AVSC DR, ASPEN, CO 81611 Buyer/Borrower: TO BE DETERMINED Seller: ASPEN WINTER SPORTS FOUNDATION, INC. Visit Land Title's website at www. Itgc.com for directions to any of our offices. Estimate of Title Insurance Fees # TBD Commitment $204.00 ~ If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing, Total $204.00 1 THANK YOU FOR YOUR ORDER! i, r f'16 haa-- .*Â»3**ditog0*.P* +11Â¥iÂ«r*r+ I 'r~r-' rip = .i ~- - r r-r "1~*'â€¢194~~@01Â®139&Et=,~*0*agisÂ£,@1 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: QT62006584 Customer Ref-Loan No.: Property Address: 300 AVSC DR, ASPEN, CO 81611 1. Effective Date: 03-16-2015 at 05:00PM 2. Policy to be Issued and Proposed Insured: "TBD" Commitment $0.00 Proposed Insured: TO BE DETERMINED 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4. Title to the estate or interest covered herein is at the effective date hereof vested in: ASPEN WINTER SPORTS FOUNDATION, INC. 5. The Land referred to in this Commitment is described as follows: BLOCK B, MOORE FAMILY PUD, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81, COUNTY OF PITKIN, STATE OF COLORADO. Copyright 2006-2015 American Land Title Association. All Rights Reserved - AM,1, AN LANI)1!1LF A'.%0(IA(JON The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date ./Ek of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B-1 (Requirements) Order Number: QT62006584 The following are the requirements to be complied with: Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit: 1. EVIDENCE SATISFACTORY TO THE COMPANY THAT THE TERMS, CONDITIONS AND PROVISIONS OF THE CITY OFASPEN TRANSFER TAX HAVE BEEN SATISFIED. 2. TERMINATION OF FINANCING STATEMENT BY WELLS FARGO BANK, N.A., THE SECURED PARTY, RECORDED MARCH 21, 2014, UNDER RECEPTION NO. 608844. NOTE: ADDITIONAL REQUIREMENTS OR EXCEPTIONS MAY BE NECESSARY WHEN THE BUYERS NAMES ARE ADDED TO THIS COMMITMENT. COVERAGES AND/OR CHARGES REFLECTED HEREIN, IF ANY, ARE SUBJECT TO CHANGE UPON RECEIPT OF THE CONTRACT TO BUY AND SELL REAL ESTATE ANDANYAMENDMENTSTHERETO. Old Republic National Title Insurance Company Schedule B-2 (Exceptions) Order Number: QT62006584 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 7. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACTAND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 06, 1890, IN BOOK 55 AT PAGE 9 AND RECORDED NOVEMBER 29, 1892 IN BOOK 55 AT PAGE *1. 9. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONSAND RESTRICTIONS AS CONTAINED IN RESOLUTIONS BY THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO, RECORDED AS FOLLOWS: A. RESOLUTION #95-9 RECORDED FEBRUARY 15, 1995 IN BOOK 774 AT PAGE 5Q. B. RESOLUTION #95-173 RECORDED OCTOBER 27, 1995 IN BOOK 797 AT PAGE 922 C. RESOLUTION #95-30 RECORDED NOVEMBER 9, 1995 IN BOOK 799 AT PAGE 150 AND RECORDED OCTOBER 25, 1996 UNDER RECEPTION NO. 398334. D. RESOLUTION #97-75 RECORDED MAY 8, 1997 UNDER RECEPTION NO. 404234. E. ORDINANCE #97-13 RECORDED JUNE 10, 1997 UNDER RECEPTION NO. 405216. F. RESOLUTION #98-57 RECORDED APRIL 7, 1998 UNDER RECEPTION NO. 415352 AND RE- - RECORDED JANUARY 12, 1999 UNDER RECEPTION NO. 426490. 10. TERMS, CONDITIONS, AND PROVISIONS OF SUBDIVIDER'S AGREEMENT RECORDEDAUGUST 10, Old Republic National Title Insurance Company Schedule B-2 (Exceptions) Order Number: QT62006584 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1998, UNDER RECEPTION NO. 420468. 11. RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BYAPPLICABLE LAW, AS CONTAINED IN MASTER DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR THE MOORE FAMILY PUD, A PLANNED COMMUNITY, RECORDED AUGUST 10, 1998 UNDER RECEPTION NO. 420466 AND COVENANTS RECORDED AUGUST 11, 1998 AS RECEPTION NO. 420548. 12. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RESOLUTION OF THE PITKIN COUNTY BOARD OF COUNTY COMMISSIONERS, NO. 98-114, RECORDED JULY 15, 1998 AS RECEPTION NO. 419476. 13. DESIGNATION OF SUCCESSOR AND ASSIGNS OF DECLARANT RIGHTS RECORDED AUGUST 11, 1998 UNDER RECEPTION NO. 420552 AND SUPPLEMENT THERETO RECORDED FEBRUARY 8, 1999 UNDER RECEPTION NO. 427472. 14. EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SET FORTH ON THE PLAT OF THE MOORE FAMILY P. U.D., A PLANNED COMMUNITY, RECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81. 15. TERMS, CONDITIONS AND PROVISIONS OF MOORE PUD PLANNED UNIT DEVELOPMENT GUIDE RECORDED AUGUST 10, 1998 UNDER RECEPTION NO. 420467. 16. TERMS, CONDITIONS AND PROVISIONS OF ORDINANCE #20, SERIES OF 1997, RECORDED AUGUST 11, 1998 UNDER RECEPTION NO. 420479. 17. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION #98-40 RECORDED AUGUST 11, 1998 UNDER RECEPTION NO. 420480. 18. TERMS, CONDITIONS, PROVISIONS, EASEMENTS AND RIGHTS OF WAY AS SET FORTH IN CITY OF ASPEN WATER SERVICE AGREEMENTAND ADDENDUM THERETO RECORDED AUGUST 11, 1998 UNDER RECEPTION NO. 420481 AND RECORDED AUGUST 11, 1998 UNDER RECEPTION NO. 420482. 19. TERMS, CONDITIONS, PROVISIONS, EASEMENTS AND RIGHTS OF WAY AS SET FORTH IN CITY OF ASPEN RAW WATER AGREEMENT RECORDED AUGUST 11, 1998 UNDER RECEPTION NO. 420485. 20. TERMS, CONDITIONS, PROVISIONS, EASEMENTS AND RIGHTS OF WAY AS SET FORTH IN CITY OF ASPEN PRETAPPING AGREEMENT RECORDED AUGUST 11, 1998 UNDER RECEPTION NO. 420486. 21. TERMS, CONDITIONS, PROVISIONS, EASEMENTS AND RIGHTS OF WAY AS SET FORTH IN COLLECTION SYSTEM AGREEMENT RECORDED AUGUST 11, 1998 UNDER RECEPTION NO. 420487. 22. TERMS, CONDITIONS, PROVISIONS, EASEMENTS AND RIGHTS OF WAY AS SET FORTH IN CITY OF ASPEN PRECONNECTION AGREEMENT RECORDED AUGUST 11, 1998 UNDER RECEPTION NO. 420488. Old Republic National Title Insurance Company Schedule B-2 (Exceptions) Order Number: QT62006584 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 23. TERMS, CONDITIONSAND PROVISIONS OF TRENCH, CONDUITAND VAULTAGREEMENT RECORDED JANUARY 11, 1999 AT RECEPTION NO. 426420 AND RECORDED NOVEMBER 17, 1999 AS RECEPTION NO. 437794. 24. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, AND EFFECTS OF ORDINANCE #24 (SERIES OF 1999) AN ORDINANCE APPROVING THE ANNEXATION OF THE MOORE FAMILY PUD TO THE CITY OF ASPEN RECORDED JULY 14, 1999 UNDER RECEPTION NO. 433361 AND ANNEXATION MAPS RECORDED JULY 14, 1999 IN PLAT BOOK 50 AT PAGE 46. 25. TERMS, CONDITIONS, PROVISIONS AND EASEMENTS AS SET FORTH IN AGREEMENTS RECORDED JANUARY 12, 2001 AS RECEPTION NO. 450508 AND RECORDED JANUARY 12, 2001 AS RECEPTION NO. 450509. 26. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF BILL OF SALE RECORDED JANUARY 12, 2001 AS RECEPTION NO. 450514. 27. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF EASEMENT TO HOLY CROSS ENERGY RECORDED NOVEMBER 16, 1999 AS RECEPTION NO. 437753. 28. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RESOLUTION OF THE CITY OF ASPEN PLANNING AND ZONING COMMISSION, NO. 50-2000 RECORDED FEBRUARY 22, 2001 AS RECEPTION NO. 451741. JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, Land Title LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION, GUARANTEE COMPANY LAND TITLE INSURANCE CORPORATION AND WWW LTGC.COM OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company and Meridian Land Title, LLC, as agents for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: â€¢ applications or other forms we receive from you, including communications sent through TMX, our web-based transaction management system; â€¢ your transactions with, or from the services being performed by us, our affiliates, or others; â€¢ a consumer reporting agency, if such information is provided to us in connection with your transaction; and â€¢ the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates and non-affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: â€¢ We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. â€¢ We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. â€¢ Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. â€¢ We regularly access security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows. Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. LAND TITLE GUARANTEE COMPANY LAND TITLE GUARANTEE COMPANY -GRAND JUNCTION Land Title GUARANTEE COMPANY DISCLOSURE STATEMENTS -- Since r967 - Note: Pursuant to CRS 10-11-122, notice is hereby given that: A) The Subject real property may be located in a special taxing district. B) A certificate of taxes due listing each taxing jur sdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurer's authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property) C) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorders office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requ res that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the clos ng of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B-2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. B) No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material-men's liens. D) The Company must receive payment of the appropr ate premium. E) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information, financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in 01, gas, other minerals, or geothermal energy in the property; and B) That such mineral estate may include the right to enter and use the property without the surface owner's permiss on. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of nsurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, ncomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the pol cyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. '6Â» TITLE~~S, t'' * 9 *8: Commitment to Insure * NIX *23 4 ./. *6': '''070 Â· Aftâ€¢: '' ?OBLIC 444'', . ALTA Commitment - 2006 Rev. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Minnesota corporation, (Company) for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, jn favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the requirements; all subject to the provisions of Schedule A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to Issue such policy or policies is not the fault of the Company. CONDITIONS AND STIPULATIONS 1. The term "mortgage", when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon In undertaking In good faith (a) to comply with the requirements hereof or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and the Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at www. alta.org. STANDARD EXCEPTIONS In addition to the matters contained in the Conditions and Stipulations and Excluslons from Coverage above referred to, this Commitment is also subject to the following: 1. Rights or claims of parties in possession not shown by the Public Records. 2. Easements, or claims of easements, not shown by the Public Records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey or inspection of the Land would disclose and which are not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. IN WITNESS WHEREOF Old Republic National Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Old Republic National Title Insurance Company Land Title Guarantee Company ,/"D,#, a Stock Company 3033 East First Avenue C,Â»L TITLE~~~,t 400 Second Avenue South Su ite 600 : cy * * 4 #6: Minneapolis, Minnesota 55401 Denver, Colorado 80206 . =. * 9 1 (612)371-1111 303-321-1880 - -9* 4/ // 0-</9-*146&Â£,A, 31/1 *m J Mark Bilbrey A. President 05~ ~ John E. Freyer 7 60--2-- 42 12>- LAND TITLE AMERICAN 6- President Airt)< [Al]ON Authorized Officer or Agent ''1/it 1t'. , l / Secieiary J Rande Yeager 95*fe , FIVETREES DESIGN REVIEW BOARD Jim Stark, President David Parker, Vice President Eve Whiston Tanja Wojeik Bruce Etkin Gary Beach, Manager August 30,2014 Walt Evans Aspen Valley Ski and Snowboard Club 300 AVSC Road Aspen, Colorado 81611 MAR 2 6 2015 Re: Side Yard Project Approval Walt: The FiveTrees Design Review Board has reviewed the most recent submission showing all new outdoor training facilities, referred to as the "Side Yard Project," will be installed to the north of the AVSC building. This includes the trampoline, the skateboard and inline skate ramp and airbag, all of which have been found to be acceptable to the FTDRB in the locations shown. We appreciate that AVSC contemplated and then considered the impact of these facilities on the Sievers Circle neighborhood, and we agree that moving these facilities from the originally proposed location to the "opposite" side of the building adequately addresses the concerns of those neighbors and the FiveTrees Community. Sincerely, -,--1 By Gary L. Beach Manager 0209drb-avsc side yard approval .wpd With Attachments Email to FTMD(*beachresouce.com 1-7/ 1 1 ..t .9.,1 \ ' . fli 1 / 1 -- , j 1 11&'H sm,bu ~ '' 1 â€¢ :U 1 1~ ...ul /â‚¬4.. 3,1 C 1 i . 1 41/56' PA,0"1 UM@\\ I . - . , * i , ' /0' 5Ef,/10~ ~DE~ ~ \ 1 / I. / /Lbue; WAY /'~(1 \\ Tâ€¢*FAI< "rm,~Â»l i,#2 1 // /~44 A / ~ 4 IiIA-K+Jplt#IT 00 ~ f 1_4~f,1,~~'p"AR14A 0 \ > WIST/M~ /24#/0 \Crk'in'",4 00' OF';,1=rh , .es,6-194~.4, \ 2%*Ime f : i 1 k,4.40 0â€¢Hjf~.iÂ·,4) 1 2 \1 J, - , \NAUAKA- l#All, 04~ C 1/ ./HAN, rp,112. 1 .9../59.eve.J/ \, AP 1 / PA#/MA ON,Y \C **77 '1 . 1#ASH 1 !.' .' Â·U 3%' 2 944 / r : :Â·.522 ..r.11-I . 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EXISTING CONTOURS ARE AT 1' FOOT INTERVALS. \ , 1 .385. MAR 2 5Â· 2015 ., CITY 0, *EN MAR 2 15 3. PROPOSED CONTOURS ARE AT 1' FOOT INTERVALS. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OF COMM(NTYL PMENT ALL EXISTING UTILITIES SHOWN, ALL EXISTING UTILITIES NOT SHOWN, AND ALL PROPOSED UTILITIES ON THESE PLANS. THESE UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION. 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS OUTSIDE THE DESIGNATED IMPROVEMENT AREA FROM DAMAGE. ANY DAMAGE TO EXISTING AREAS OUTSIDE THE DESIGNATED IMPROVEMENT AREA DURING CONSTRUCTION SHALL, AT A MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE CONSTRUCTION STATE. 6. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. IDENTIFYING THE NEED FOR A PERMIT, PREPARING THE APPLICATION, AND PAYING THE SUBMITTAL AND REVIEW FEES NECESSARY TO SECURE PERMITS WILL BE THE TOTAL RESPONSIBILITY OF THE GENERAL CONTRACTOR. A COPY OF ALL PERMITS MUST BE ON SITE AT ALL TIMES. 7. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL GOVERNMENT, COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE"TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS. P1 8. ALL WORK INCLUDING WARRANTY WORK, SHALL BE INSPECTED BY THE PROJECT ENGINEER WHO SHALL HAVE AUTHORITY TO HALT CONSTRUCTION WHEN PROPER CONSTRUCTION PRACTICES ARE NOT BEING ADHERED TO. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THEIR OWN DISPOSAL SITE FOR ALL DISPOSED MATERIALS. 10. COMPACTION IN EXCAVATED AREAS SHALL BE 95% STANDARD PROCTOR DENSITY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSPECTIONS PERFORMED BY OTHER GOVERNMENTAL AGENCIES, AS PRESCRIBED IN THEIR PERMITS AND APPROVALS. 12. THE CONTRACTOR SHALL HIRE A TESTING LABORATORY, APPROVED BY THE LOCAL GOVERNMENT, 00<z-*~ TO PERFORM COMPACTION TESTS OF AGGREGATE BASE, AGGREGATE SUB-BASE AND SUB-GRADE / TO THE SATISFACTION OF THE LOCAL GOVERNMENT. THE TEST RESULTS SHALL BE SUBMITTED TO THE LOCAL GOVERNMENT PRIOR TO ANY AC OR PCC PAVING. AC PAVING SHALL BE TESTED WITH A TRAS NUCLEAR GAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL TESTING. TO BE R Z 13. THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNS THAT ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC AT ALL TIMES. S ME.2 5 ILIO~0 14. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY AFTER "NORMAL WORKING HOURS". AT THE END OF EACH DAY'S WORK AND AT OTHER TIMES WHEN CONSTRUCTION Z Z g<h2 M 09.81 OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND OTHER OBSTRUCTIONS FROM THE PUBIC RIGHT-OF-WAY. \\\- U..1 0 2 9 621 Pl U N O *Sd 15. WHERE TWO OR MORE CONTRACTORS ARE WORKING IN THE SAME AREA, EACH SHALL CONDUCT 1- 2 2 E d THEIR OPERATIONS IN SUCH A MANNER AS NOT TO CAUSE ANY UNNECESSARY DELAY OR HINDRANCE TO THE OTHER. WHERE CONFLICTS CANNOT BE AVOIDED, THE LOCAL GOVERNMENT CE . . =12 6 WILL DETERMINE WHICH CONTRACTORS HAVE CONSTRUCTION PRIORITY OVER THE OTHER a. W CONTRACTORS AND THE TERMS OF SUCH CONSTRUCTION PRIORITY. O 16. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS FORTY-EIGHT HOURS (A L PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY. 17, CONTRACTOR SHALL NOTIFY THE ADJACENT RESIDENCES AND BUSINESS IN WRITING DESCRIBING THE NATURE OF THE WORK, SCHEDULE OF THE WORK, WHEN PARKING WILL BE PROHIBITED (IF ANY), AND WHO TO CALL AT THE CONTRACTOR'S OFFICE IF THEY HAVE QUESTIONS ABOUT THE WORK. THE LOCAL GOVERNMENT PRIOR TO ITS DISTRIBUTION MUST APPROVE THE NOTICE. THE CONTRACTOR MUST DISTRIBUTE THE NOTICE TO THE ADJACENT RESIDENCES AND BUSINESS AT LEAST 7 DAYS PRIOR TO THE START OF THE CONSTRUCTION WORK. 18. AT THE END OF EACH WORK DAY, ALL EXCAVATIONS WITHIN THE STREET AND TRAVEL WAY SHALL BE: (1) BACKFILLED AND PAVED WITH TEMPORARY PAVING SUCH THAT THE FINISHED SURFACE IS FLUSH WITH THE EXISTING PAVEMENT, (2) ADEQUATELY COVERED WITH STEEL PLATE BRIDGING, OR (3) BACKFILLED AND PAVED WITH PERMANENT PAVING. IF STEEL PLATE BRIDGING IS USED, THE STEEL PLATE BRIDGING MUST BE REMOVED WITHIN 48 HOURS AFTER ITS INSTALLATION. CONTROLLED DENSITY FILL SHALL NOT BE USED AS TEMPORARY AC PAWN G. l\ 19. ALL EXCESS MATERIALS GENERATED FROM THE SITE ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DISPOSED PROPERLY. 13 20. ALL ITEMS REMOVED ON THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. 21. WHERE IT IS REQUIRED TO SAW CUT EXISTING PAVEMENT THE CUTTING SHALL BE DONE TO A NEAT WORK LINE. 22. ALL GEOTECHNICAL RECOMMENDATIONS TO BE ADHERED TO. EARTHWORK, EROSION AND SEDIMENT CONTROL NOTES: 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE CITY OF ASPEN. 2. PROPOSED CONTOURS ARE AT l' INTERVALS. 3. THE STORM SYSTEM SHALL BE INSPECTED AS SOON AS POSSIBLE AFTER CONSTRUCTION. 4. ALL LANDSCAPED AREAS OUTSIDE OF THE CONSTRUCTION DISTURBANCE ZONE SHALL BE REVEGETATED PER LANDSCAPE SPECIFICATIONS AS SOON AS POSSIBLE AFTER GRADING IS COMPLETE. ALL SEEDED AREAS SHALL BE MULCHED AND MATTED. 5. CONTRACTOR SHALL MAINTAIN ALL TEMPORARY EROSION CONTROL FACILITIES IN GOOD ~ WORKING ORDER UNTIL PERMANENT FACILITIES ARE IN PLACE. / 6. SILT FENCE ON THE DOWNHILL SIDE OF ANY DISTURBED AREA SHALL BE CONSTRUCTED PRIOR TO COMMENCEMENT OF SITE GRADING. l 7. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REGULARLY INSPECTED AT LEAST EVERY 14 DAYS AND IMMEDIATELY FOLLOWING ANY PRECIPITATION EVENT. AN INSPECTION REPORT SHALL BE MADE AND A COPY MAINTAINED AT THE SITE. ALL REQUIRED REPAIRS SHALL BE COMPLETED AND MADE IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM ANY SEDIMENT TRAPPING DEVICE OR AT ANY TIME THAT THE SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE SEDIMENT-TRAPPING DEVICE. 8. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICAL ON SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. 9. THE CONTRACTOR IS RESPONSIBLE FOR ANY TRACKING OF SEDIMENT ONTO THE ROADWAYS. ROADWAYS ARE TO BE KEPT CLEAN THROUGHOUT THE CONSTRUCTION PHASE. 10. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE SITE BOUNDARIES WE AND SPECIFIED RIGHT OF WAY. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA CO WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER. DUST CAUSED BY EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE - CONTRACTOR AT HIS EXPENSE. THE ENGINEER MAY REQUIRE THE CONTRACTOR AT ANY TIME TO E O DISCONTINUE CONSTRUCTION ACTIVITIES UNTIL DUST CONDITIONS ARE REDUCED TO THE Of--1 OWNER'S SATISFACTION. LUO 11. THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A DUST PALLIATIVE ON THE SITE AS . DIRECTED BY THE TOWN. DUST PALLIATIVE MAY CONSIST OF WATER OR A NON-POLLUTING 1 - Z SOLUTION. SPREADING OF WATER OR WATER MIXTURE SHALL BE DONE WITH ACCEPTABLE / LU SPRINKLING EQUIPMENT. ALL DUST CONTROL SHALL EXTEND BEYOND THE CONSTRUCTION AREA PROPER TO THE SIDE STREETS ENTERING AND EXISTING THE PROJECT, WHERE MUD AND DIRT Ol FROM CONSTRUCTION EQUIPMENT, AS WELL AS LOCAL TRAFFIC, MAY GET ONTO THE SIDE 0 STREETS, CLEANUP OF THESE AREAS WILL BE REQUIRED AS NECESSARY OR AS DIRECTED BY THE < OWNER. LL 12. VEHICLE TRACKING CONTROL DEVICES (MUD RACKS) SHALL BE PROVIDED AT CONSTRUCTION / 0 ENTRANCES. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF THESE DEVICES. / 13. MAINTENANCE OF PROPER DRAINAGE AND CLEANING TEMPORARY SEDIMENT PIT DURING THE PROGRESS OF THE CONTRACT IS REQUIRED. ANY DAMAGE DUE TO IMPROPER MAINTENANCE OF ~~~ SAID DRAINAGE PRIOR TO FINAL ACCEPTANCE OF THE PROJECT WILL BE THE CONTRACTOR'S RESPONSIBILITY. 14. ALL DISTURBED AREAS MUST BE RE-VEGETATED. 15. CONTRACTOR MUST UTILIZE "BEST MANAGEMENT PRACTICES", AS EXPLAINED IN THE DRAINAGE REPORT, TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. 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