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Home My WebLink AboutFile Documents.34 Westview Dr.0056.2018 (14).ARBK r KEYELEMENTSCONSTRUCTION J Construction Management Plan KOVAL RESIDENCE 34 WESTVIEW DR Aspen, CO 81611 Key Elements Construction 50 A Weant Blvd Carbondale, CO 81623 It appears that this CMP may have been based upon out-of-date standards. Please refer to the current CMP manual available of the city website at: https://www.cityofaspen.com/906/Construction-Mitigation RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT r KEYELEMENTSCONSTRUCTION J Table of Contents 1.0 PROJECT INTRODUCTION 1.1 Disturbance Area 1.2 Project Vicinity Map 1.3 Description 2.0 PROJECT DOCUMENTATION 2.1 Permits 2.2 Public Notification 2.3 Project Sign 2.4 Project Directory 3.0 PROJECT IMPLEMENTATION 3.1 Dates of Construction 3.2 Hours of Construction 3.3 Sequence (Phasing) of Construction 3.4 Adjoining Properties 3.5 Project Fencing 3.6 Public Health & Welfare 3.7 Natural Environment/Tree Protection 4.0 PROJECT MANAGEMENT 4.1 Right of Way Management Plan 4.2 Emergency Vehicle Access & Ordinance 35 4.3 Construction Parking Management 4.4 Staging Areas 4.5 Construction Trailer, Materials Storage & Waste Management 5.0 TRAFFIC CONTROL 5.1 General 5.2 Haul Routes 5.3 Onsite Vehicle Limitations 5.4 Delivery Requirements 6.0 SEDIMENT & EROSION CONTROL 6.1 Requirements / Drainage & Erosion Control Plan 7.0 EMISSIONS 7.1 General 7.2 Emissions from Diesel Powered Engines 8.0 NOISE SUPPRESSION 8.1 General 8.2 Noise Suppression Plan 8.3 Noise Suppression Equipment/Methods Used 8.4 Requirements for Activities Exceeding 80 Decibels 9.0 APPENDICES/EXHIBITS A Project Sign Example B Haul Route C Site Plan D Noise Suppression Plan, Techniques & Equipment E Erosion Control F Waste Management Plan G Project Schedule H Tree Mitigation I Engine Idling J Holiday Season Dates RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT r KEYELEMENTSCONSTRUCTION J Project Directory General Contractor Architect Key Elements Construction Inc. S2 Architects Kent Bumgarner Joseph Spears 50 A Weant Blvd 215 S Monarch. Suite G-102 Carbondale, CO 81623 Aspen, CO 81611 kent@keyelementsconstruction.com joseph@s2architects.com (o) 970.963.5667 (m) 970.319.2981 (o) 970.544.4856 Architect Owner S2 Architects Westview LLC Joseph Spears 101 S. Mill St. #200 215 S Monarch. Suite G-102 Aspen, CO 81611 Aspen, CO 81611 joseph@s2architects.com (o) 970.544.4856 Structural Engineer Mechanical Engineer Studio NYL AEC Inc. Ted Godfrey David Denio 2995 Baseline Rd, Ste 314 40801 US Hwy 6 & 24, Ste 214 Boulder, CO 80303 Vail, CO 81620 tgodfrey@studionyl.com david@aec-vail.com (o) 303.558.3145 970-748-3004 Site Superintendent Civil Engineer George Nettles Roaring Fork Engineering Key Elements Construction Richard Lyons george@keyelementsconstruction.com P.O. Box 9554 (m) 970.402.8759 Aspen, CO 81612 (o) 414.534.6011 Delivery Coordinator richardl@rfeng.biz George Nettles Key Elements Construction Traffic Officer andy@keyelementsconstruction.com George Nettles (m) 970.402.8759 Key Elements Construction andy@keyelementsconstruction.com (m) 970.402.8759 RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT r KEYELEMENTSCONSTRUCTION J Project Directory (con't) City of Aspen Holy Cross Energy Building Department 970.945.5491 970.920.5090 RFTA Police Department 970.925.8484 City of Aspen 970.920.5400 Aspen Public Schools 970.925.3760 Fire Department 970.925.5532 Public Service Company of Colorado 800.772.7858 Aspen Valley Hospital 970.925.1120 EMERGENCY 911 RECEWED 03/22/2018 ASPEN BUILDING DEPARTMENT r KEYELEMENTSCONSTRUCTION J 1.0 PROJECT INTRODUCTION 1.1 Disturbance Area The total project disturbance area is 19000 square feet. 1.2 Project Vicinity Map See attached documentation. 1.3 Description New residential construction. 2.0 PROJECT DOCUMENTATION 2.1 Permits Key Elements Construction shall maintain all applicable local, state and federal licenses and permits that apply to the construction project. Applicable permits are as follows: Building Permit Mechanical Permit: Applied for by Mechanical contractor Plumbing Permit: Applied for by Plumbing Contractor Electrical Permit: Applied for by Electrical Contractor Tree Removal Permit Copies of these documents will be attached to this document once they have been issued. 2.2 Public Notification A project update shall be provided to the public on a basis no less than monthly, via website, newspaper, on-site notices, or other accepted means of notification (per request of the City of Aspen). The first public notification shall occur no later than 10 days prior to construction. The update shall include a description of the current project phase, list any traffic and/or pedestrian concerns, and describe hauling/staging operations. The above notification shall specifically be distributed to neighbors located within 300 feet of the project property, including: Please See Attached List - Exhibit L A preconstruction meeting will be held 10 days prior to start of construction at the jobsite. Andy Hartman, project manager, will determine time and date of meeting at a closer date. The purpose of the meeting is to discuss the project and summarize the project specific Construction Management Plan. Utility personnel, applicable City departments, the Roaring Fork Transit Authority, neighboring property owners, and the Aspen School District shall be notified. 2.3 Project Sign A project sign shall be constructed and posted. It will include the items shown in Appendix A. The sign will be posted in a location where it is readable where it is readable from the street or driveway and shall meet all Pitkin County Land Use Code requirements. RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT KEYELEMENTSCONSTRUCTION 2.4 Project Directory See page 3 of this document. 3.0 PROJECT IMPLEMENTATION 3.1 Dates of Construction Construction is tentatively scheduled to start 7.2.18 and is expected to take about 12 months. 3.2 Hours of Construction Construction hours shall be limited to 7:30am - 5:30pm Monday through Friday. 9am - 5pm Saturday. No construction is permitted on Sundays, 4th of July day and/or weekend if it falls on a Friday or Monday, Memorial Day and Labor Day weekends, Thanksgiving Day, Christmas Day, and New Year's Day. During Presidents Day projects outside the CRA will be permitted to work. During Holiday Season: - Holiday Season is defined as the days of the week leading up to Christmas until New Year's Day. Refer to Appendix J for Holiday Season dates. 3.3 Sequence (Phasing) of Construction Please see attached project schedule (Appendix G) 3.4 Adjoining Properties No person shall excavate on land close enough to a property line to endanger any adjacent public street, sidewalk, and alley, other public or private property, or easement, without supporting and protecting the property from any damage that might result from construction operations. 3.5 Project Fencing The construction site will have a temporary chain-link construction fence of 6 feet in height with mesh windscreens. Located as indicated on site plan - Appendix C 3.6 Public Health & Welfare All construction projects located within the City of Aspen shall uphold utmost respect to public health and welfare. 3.7 Tree Protection A site map is included showing exact tree protection fence location and accurate tree driplines (see Appendix H) The contractor will implement a tree protection plan from the Project Landscape Architect prior to commencement of work. The contractor will implement a tree protection plan as part of a Tree Removal Permit. RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT r , KEYELEMENTSCONSTRUCTION J 4.0 PROJECT MANAGEMENT 4.1 Right of Way Management Plan 4.2 Emergency Vehicle Access The contractor will maintain continuous emergency vehicle access, on and around site, including but not limited to police, fire and ambulance services. This includes projects adjacent to roads and driveways. Emergency vehicles will access property from Highway 82 Roaring Fork Dr to Northway Dr to Westview Dr. 4.3 Construction Parking Management See Appendix C. 4.4 Staging Areas The staging area locations are graphically represented in the attached document Appendix C. The construction trailer location is graphically represented in the attached document, Appendix C. The location of materials storage is graphically represented in the attached document Appendix C. 4.5 Construction Trailer, Materials Storage & Waste Management The waste management locations (construction trailer, job materials storage, portable restrooms, waste management and recycling containers) are graphically represented in the attached document Appendix C. The contractor agrees to comply with the City of Aspen's requirements for recycling of cans, bottles, cardboard and construction materials. All containers shall be adequately covered at all times to prevent accumulated debris, litter and trash from blowing onto adjoining properties. 5.0 TRAFFIC CONTROL 5.1 General Traffic control operations shall be managed by the designated traffic control supervisor. 5.2 Haul Routes Project haul routes will follow Westview Dr to Northway Dr to Roaring Fork Dr to Highway 82. All routes shall be oriented to minimize traffic congestion and maximize pedestrian safety. See exhibit B. nsite Vehicle Limitations II construction vehicle activities shall be defined including maximum vehicle weights as .flows: Two Axle Vehicles 36,000 lbs GVW Three or More Axle/Single Unit Vehicles 54,000 lbs GVW ..-Interstate Haulers 85,000 lbs GVW 5.4 Delivery Requu -ments Traffic control for de . eries will be coordinated with the City of Aspen Engineering Department when it is determined I the contractor that a delivery will impact traffic. Deliveries will be coordinated so that there 1- not more than two delivery vehicles onsite at any given time. Delivery hours will be between 8am - 5pm Monday through Saturday. Delivery;Fye4�ices+ulviAlr= 5.3 Construction Parking Details: This area has little to no 03/22/2018 roadside parking. Please supply transportation plan for site. ASPEN BUILDING DEPARTMENT r , KEYELEMENTSCONSTRUCTION J not idle for more than five minutes with the exception of generators and PTO type operations. Idling policy attached to this document (Appendix I). 5.6 Site Plan must include drawings for each major phase of project, extent of excavation, methods of stabilization and and non-surcharge areas. E:‘1-3— SEDIMENT & EROSION CONTROL 6.1 Requirements / Drainage & Erosion Control Plan The drainage and erosion plan shall be maintained until surface coverage is at least 70% of pre-disturbance levels or until permanent physical erosion reduction methods have been employed. (See Appendix E) 7.0 EMISSIONS 7.1 General All vehicles and equipment used on site will be properly maintained within tolerances as listed in the manufacturer's specifications. 7.2 Emissions from Diesel Powered Engines Emissions from diesel engines operated on the project shall be of a shade or density no darker than 40% opacity, except for starting motion no longer than 10 seconds or for stationary operation not exceeding 10 seconds. 8.0 NOISE SUPPRESSION 8.1 General All activity which measures 80 decibels at the property line of the construction site requires a noise suppression plan. Operating times for equipment or operations which generate this level of noise are between 9am and 5pm Monday through Friday. 8.2 Noise Suppression Plan See Appendix D 8.3 Noise Suppression Equipment/Methods Used All construction equipment shall be properly muffled per manufacturer's specification and maintained in this condition during the course of construction. Noise Construction Equipment Requiring Noise Suppression Plans Auger Drill Rig Backhoe Chainsaw Clam Shovel Compressor (Air) Concrete Mixer Concrete Pump Concrete Saw Crane (Mobile or Stationary) Dozer Drill Rig Excavator RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT KEYELEMENTSCONSTRUCTION Front End Loader Generator (More than 25 KVA) Grad-all Grader Horizontal Hydraulic Boring Jack Impact Pile Driver (Diesel or Drop) Impact Wrench Jackhammer* Mounted Impact Hammer (Hoe Ram) Paver Pneumatic Tools Rock Drill Scraper Slurry Machine Vibratory Pile Driver Noise Controls for Construction Equipment Equipment Noise Controls Pile Driver Enclosure, muffler Stone saw cutting Noise control pad with water Handheld impact drills Reduction of reflected sound Circular saw blades 15° tooth angle, new tooth configuration, slotted saw blades, viscoelastic damping Pneumatic tools Muffler Pavement breaker/Rock Drill Muffler, enclosure of cylinder case and front head, moil damping Portable air compressor Muffler, acoustic enclosures Bulldozer Bulldozer cab liner material, enclosure, sound absorption in canopy, sealing of all openings Wheeled loader Absorption of sound cooling air route Vibratory roller Flexible mounting for pump compartment Joint Cutter Anti-vibration mounting fixtures 8.4 Requirements for Activities Exceeding 80 Decibels 1. Any work producing noise levels over 80 decibels is not permitted to commence until after 9:00 am and is not permitted on Saturdays. That includes but not limited to the use of compressors, generators, jackhammers, power equipment, nail guns, drilling machinery, earth moving equipment and similar loud construction activities. This does not restrict quiet work inside and outside that does not require a power source, including a battery, on Saturday. 2. Notify neighbors within two hundred fifty (300) feet of the project informing them of the kinds of equipment, expected noise levels and durations of loud work. Including the variation of noise levels during a typical construction days may be helpful. Such notification must be in writing and be done seven (7) days prior to the starting time of the project. Communication with neighbors can prevent complaints from arising, and resolve concerns before there is a problem. Provide a phone number where the foreman can be reached prior to the start of the job. RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT r KEYELEMENTSCONSTRUCTION L J 3. Operate equipment in accordance with manufacturer's specifications and with all standard manufacturers' mufflers and noise-reducing equipment in use and in properly operating condition. 4. Post notices to inform workers, including sub-contractors, about the basic noise requirements, as well as specific noise restrictions, to the project. 5. Install noise barriers around all equipment/activities specified in Table 1 of Appendix D Noise barriers not only significantly reduce construction noise, but they also provide an extra benefit of"hiding" the noise producing sources, thus increasing a neighbor's tolerance. 6. Move portable loud equipment including generators, compressors, and cement mixers to different sides of the property to reduce impacts on individual neighbors. 7. The use of radios on the site before 8:00 am is not allowed. Sec 11 This project requires a full, site specific noise plan, including a modeled plan prepared by a sound engineer. RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT KEYELEMENTSCONSTRUCTION Appendix A KOVAL RESIDENCE BUILDING PERMIT # Key Elements Construction Inc. George Nettles 970 .402 . 8759 Emergency Phone # 970 .402 . 8759 # 970 . 930 . 5099 24 Hour Emergency Contact # 970.402 . 8759 RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT m x OA Pitkin Maps&More 16++1 f,- r d ) ASPEN=GROVE=RDA, i %El. 9 �AF 414 C•. `ASPEN GROVE=RD=` \''A Le end S 9 te y \Z_ Road Centerline 4K YG =, Primary Road rEl FAS Tye, /3 Secondary Road c —°6-,, 1 It �Q��WES4VIEW-DR �fl Service Road �N �, Full Address III tr CI J! els:) clit. ---\ RO RfNG=FORK=DR- II ---EASTWOOD,OR 11--------__________ k CRYSTAL.L,AKE=RO H S W Y_::82 m s\ '41NTER=WAYS `G EXHIBIT B o� KOVAL RESIDENCE A Notes HAUL ROUTE (7\ 1%* so 752.3 0 376.17 752.3 Feet THIS MAP IS FOR INFORMATIONAL guarantee PURPOSES. RECEIVED Pitkin CountyGIS makes no warrantyor 1:4,514 concerning the completeness,accuracy,or reliability WGS_1984_Web_Mercator_Auxiliary_Sphere O of the content represented. O 3/2 2/2 O_H ASPEN BUILDING DEPARTMENT WATERLINE N �\ _ate OW \ > `\WATER \\ SEWER MANHOLE- \ \VALVE SEWER MANHOLE RIM EL=8145.21' GASLINE \ \ RIM ELr8142.2T INV IN DROP EIr8135.46' \ \ INV IN EL-8123.66' \ N EXHIBIT C INV OUT EL-8133.06' �_INVOUTEL 8123.30' °—KOVAL RESIDENCE / SITE PLAN SEWERL STVIEW ' API, ® DRIVE I O / I/ 60' I—ri \j PS R-O-W �` / IMP E)ECTRICj. / LINE JJA / , I j.j A71 ,e I _ P - Ir • i a,,� -{I- �‘ •'�� -' _ n 5�i ¢►�VPS� �! - / ,GRA .' I S 2 ill , _. �r� � ARCHITECTS .. 215 S.MONARCH SUITE G-102 141..1 eiL ' �' 1'nI1 -/ ---- 4•',�'�76 �'0 �`��-- �� / ASPEN.COLORAD081611 ��a — -- ,iLp ` ' s , / p 970.544.4856 f 970.544.4856 #sAIL �� ' p n' �ar��pp l #s REBAR a CAP ye I`1 / L.S.#25947 �� T \ ►�/�4,11i9 ,cf: --- z- ♦ , TBM EL=8138.33' o \'� /AG:iPi � _ NAO°O6f00' :.34',j‘ \ \''1\ -41. ,,,...,,it,41:4:0•IFFN 's-7'Ar*.—IN4'. merugo..:4:4!--14011 4, i: --- 1\\ ..,,,,_NN.,,,,,,,,,,,iiii II____:::7_,Iii(17...... --______:::: .7,...„.'.'''''''' i C\ • ......„..„,,J64 .: 4z) 0 '1,,,.\‘....._:\_1 „\N/--i.-)li'III:1-r\--:--\r--:::.1\z-\--\N''N/:::-\/\4F*\If'AI''''''°--lz'I'z..,v:'6(\j/:°:":v44.A:4,'"w**':'":''7;*,,,::/:: _-7 \'-----17'---- , ,40,00._ _--- _A ...0,40, w / V\ - - , - /_ , EL_8 __ < // -� 'FBAGF�\ I rt -\\ 7r � \ — PARKING - . 7 0 I /'g)_ `� -- 7 L CONSTRUCTION �il_� c O ' OFFICE F ' -,\ \\D R M r — (D >41/ II1J ® w I DEN \ / W DUMPSTER/ LOTBEDROOM p BEDROOM w 1 \`// $ O RECYCLE 6 KR IOM ❑ ❑ W rn z y me 6' CONSTRUCTION a 11 I Q FENCE ',-'� — rj LOT c / 10 MATERIALS \ STAGING —_— W / L > L f J / / I I / / I I / / / I 1 / / �✓ / y\\\ N N I \ ...- / N \ \ /\ 12/17/17 SCHEMATIC DESIGN / / 3/6/18 PERMIT -.... / \ ------ .„----'N. N ELECTRIC \`\ `\ \\ \NN \\ \\ van' RA'� / \_�N\\ _ METER \ \ \ \ \ I / POWER) \\\\ \\ `\ \�\ \\ \ `\ I / POLE - \\ BOWING \\ N \ \\ \ / I / C.O.A.GPS 1 `` \ St,113A1,K \ —�, \ \ \ I / MONUMENT#18 - L \\�� N_ — — _ \� \\ \1 /I I / s6° ��L �_ I DRAWING DATE: 2/5/2018 /32Soc„W $t$9 �� I I I / / N 90°00'00"E 41.34' I �`�'�„ //BUILDING 1 o��i SETBACK �\\'gin.--._ 1 SITE PLAN -LOWER #5 IRON BAR I I A �� 7.5'UTILITY ° &ALUM.CAP �T #4 REBAR&CAP \\ \ EASEMENT LEVEL N N 5 S 00°00'00"E L.S.1#141111 �, 1 � 10.00' I 1 \�� BOOK2 J� / #5 REBAR� \ II � 1 / AT PAG' / - a 99' ( ao° / LOTI I #5 REBi s#5947 C.O.A.GPS-/ I A MONUMENT#19 � �1-WATER SERVICE TO LOT 7 HOUSE GLOWER LEVEL DD SITE PLAN N A- IR€1&VED IEB 03/22/2018 pro I BUILDING DEPARTMENT KEYELEMENTSCONSTRUCTION J APPENDIX D — NOISE SUPPRESSION PLAN Contractors shall require all subcontractors and vendors to use: • "Residential" grade combustion engine exhaust silencers • Electrical vs. pneumatic hand power tools • Hydraulic vs. air powered rock drills • "Silenced" pile drivers vs. Diesel pile drivers Temporary Noise Barrier Materials: Temporary barriers shall be constructed of 3/4-inch Medium Density Overlay (MDO) plywood sheeting, or other material of equivalent utility and appearance having a surface weight of 2 pounds per square foot or greater. The temporary barriers shall be lined on one side with glass fiber, mineral wool, or other similar noise curtain type noise-absorbing material at least 2-inches. The materials used for temporary barriers shall be sufficient to last through the duration of the construction project, and shall be maintained in good repair. Prefabricated acoustic barriers are available from various vendors. An equivalent barrier design can be submitted in lieu of the plywood barrier described above. Noise Control: • Replace worn, loose, or unbalanced machine parts that cause vibration. • Keep machine parts well lubricated to reduce friction. • Acoustical enclosures and barriers around generators • Sound absorbing material and vibration isolation systems on hand tools • Shields, shrouds, or intake and exhaust mufflers. • Noise-deadening material to line hoppers, conveyor transfer points, storage bins, or chutes. • Noise barriers using materials consistent with the Temporary Noise Barrier Materials Section. • Noise curtains • Plywood with concrete blankets at the height of the equipment and that it surrounds the activity such that it directs noise up more than out from the property. • Portable three sided enclosures made out of plywood to move with the activity such as jack hammering. • Internal combustion engines are to be fitted with a suitable muffler in good repair. • Noisy equipment such as cement mixers should be placed on the site to maximize the distance from neighboring houses and/or rotate location so as to not impact just one neighbor. Noise levels drop quickly with distance from the source. • All equipment should be properly maintained, with special attention to mufflers and other noise control devices. • Between work periods, builders are required by city ordinance to shut down machines such as backhoes, bobcats, loaders and generators. • All vehicular movements to and from the site must only be made during the scheduled normal working hours. This includes off-site noise that is associated with a specific project such as staging of concrete trucks. George Nettles Key Elements Construction RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT KEYELEMENTSCONSTRUCTION J 'Equipment Noise Controls / Activity Pile Driver Enclosure, muffler Stone saw cutting Noise control pad with water Handheld impact Reduction of reflected sound drills Circular saw blades 150 tooth angle, new tooth configuration, slotted saw blades, viscoelastic damping Pneumatic tools Muffler Pavement Muffler, enclosure of cylinder case and front head, moil damping breaker/ Rock drill Portable air Muffler, acoustic enclosures compressor Bulldozer Bulldozer Cab-liner material, enclosure, sound absorption in canopy, sealing of all openings Wheeled loader Absorption of sound cooling air route Vibratory roller Flexible mounting for pump compartment Joint Cutter Anti-vibration mounting fixtures Dropping From When dropping materials from a height—for example, into or out of a Height (re-roofing) truck, or when loading or unloading scaffolding, noise suppression plans require a chute or side baffles. Generators Acoustical enclosures and barriers surrounding equipment Generators25 KVA: The local power grid shall be used wherever feasible to limit generator noise. No generators larger than 25 KVA shall be used and, where a generator is necessary, it shall have maximum noise muffling capability. Hand Tools Sound absorbing material and vibration isolation systems on hand tools Dismantling use rubber mallets to erect and dismantle formwork Formwork Backup Alarms All equipment with backup alarms operated by the Contractor, vendors, suppliers, and subcontractors on the construction site shall be equipped with either audible self-adjusting ambient-sensitive backup alarms or manually-adjustable alarms. The ambient- sensitive alarms shall automatically adjust to a maximum of 5 dBA over the surrounding background noise levels. The manually- adjustable alarms shall be set at the lowest setting required to be audible above the surrounding noise. Installation and use of the alarms shall be consistent with the performance requirements of the current revisions of Society of Automotive Engineering (SAE) J994, J1446, and OSHA regulations. RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT KEYELEMENTSCONSTRUCTION Compressors The unit with the lowest noise rating which meets the requirements of the job should be used where work is conducted in the City of Aspen, installed with mufflers and/or enclosed in a noise barrier. Jackhammer All jackhammers and pavement breakers used on the construction site shall have exhaust systems and mufflers that have been recommended by the manufacturer as having the lowest associated noise and shall be enclosed with shields or acoustical barrier enclosures. Concrete crushers Pre-augur pile holes to reduce the duration of impact or vibratory or pavement saws pile driving and tie to local power grid to reduce the use of generators and shall be enclosed with shields or acoustical barrier enclosures. Pneumatic All pneumatic tools operated in the City of Aspen must be fitted with hand power an effective silencer on their air exhaust port. tools RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT KEYELEMENTSCONSTRUCTION J TABLE 1 CONSTRUCTION EQUIPMENT REQUIRING NOISE SUPPRESSION PLANS Equipment Category Auger Drill Rig Backhoe Chain Saw Clam Shovel Compressor (air) Concrete Mixer Concrete Pump Concrete Saw Crane (mobile or stationary) Dozer Drill Rig Excavator Front End Loader Generator (more than 25 KVA) Gradall Grader Horizontal Hydraulic Boring Jack Impact Pile Driver (diesel or drop) Impact Wrench Jackhammer* Mounted Impact Hammer (hoe ram) Paver Pneumatic Tools Rock Drill Scraper Scarifier Slurry Machine Vibratory Pile Driver RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT EXHIBIT E KOVAL RESIDENCE - EROSION CONTROL SILT FENCE DETAIL INLET PROTECTION DETAIL -4111114P110ge NOT TO SCALE NOT TO SCALE INSTALL SILT FENCE FOR FABRIC ATTACHMENT ASPHALT PAVEMENT REPLACEMENT. POST ROCK SOCKS FOR INLETS 8'-18' PROTECT ANY DOWNSTREAM 7"X 1'HARDWOOD POSTS IIP INLETS THAT MAY BE AFFECTED FILTER FABRIC FILTER I TER FABRIC r n BY PAVEMENT WORK. A''''',.. LATH 2'WIDE LATH yip ATTACH WITH//p' Cfri,STAPLESCt o III LI.1 BACKFILL TRENCH WITH \ COMPACTED EARTH y m !F USED!N LANDSCAPING USE ROCK SOCK AROUND INLET I 1 1 Q O WE USE EITHER FLAT BOTTOM OR FOR PROTECTION `V t 'STRAW WATTLE COULD BE USED INTERWEAVE ENDS TO PREVENT V BOTTOM TRENCH INSTEAD OF A ROCK SOCK GAPS Cr C U BURY FABRIC Z o SECTION Q O M REMOVE INLET GRATE '''A PLACE GEOTEXTIL E FABRIC ROCK SOCK O o BELOW GRATE AND REINSTALL V-SHAPED TRENCH SECTION FLAT BOTTOM TRENCH SECTIONILIZ F/L TER FABRIC F/L TER FABRIC �1S LATH H COMPACTED EARTH COMPACTED EARTH /B 1 21 J _ RUNOFF RUNOFF Ct K Grove/ 8"MIII UM /2"MI[(MUM 8'MI�IMUM On,way _ 12'MI IMUM r 1"MINIMUM--1 9= - I I' TRENCH DRAIN INLET PROTECTION I STABILIZED CONSTRUCTION ENTRANCE DETAIL CHECKEDBYAMR INLET PROTEC77ON FOR ALL NOT TO SCALE DRAWN BY..RDL ° DRAIN INLETS(TYP.) I _ PLAN VIEW LL, - I *LENGTH OF CONSTRUCTION ENTRANCE MUST BE AOEOUA TE '. / .�; ENOUGH IN LENGTH TO PROVIDE AT LEAST ONE FULL WHEEL 0 O SILT FENCE(TYP.) ° y: 'Ali ^' I '' ROTATION FOR THE LONGEST WHEELBASE ANTICIPATED ON SITE. z C( -- -- - -- - -- AS SITE CONDITIONS PERMIT /// - - i o w f� 1 I �4>7?cTA-` • SWALE INSTALL FLOWATTLES INE ALONGtO A - �l in Cr 7 ; � o es, ENTRANCE 3 M A m :, / SILT FENCE ALONG _\,1\_ SECTION A o ,.-e, e °. ERTY LINE FOR PCONS7RUCT70N OF tu m M i -^ - EXTILE ,I"MINIM M DEPTH AASHTO Y3 STONE ) / I <8` MAIN RELOCA770N WORK RESIDENCE AND WATER GEOTFABRIC / o UIIIII I WATTLE(TYP.) ., I ° ° /��/� ` MINIMUM WIDTH(WI FOR ONE WAY ENTRANCE 15' -1 PROTECT DAYLIGHT PIPE WI7H F/L7ER FABRIC PROVIDE STAKE FOR DAYLIGHT PIPE �� Lu AS/ND/CATIQ�OF PIPE LOCA770N. DURING co%ISTRucnoN WATTLE DETAIL l NOT TO SCALE Z o Landscaped U77LITY EASEMENT LINE(TYP.) O O Area I Al STOCKPILE AND WASHOUT PROPERTY LINE(TYP.) PLAN VIEW UN TRENCHED INSTALLATION OR ENTRENCHED INSTALL A TIOM cc o \ LOCA770N, AS NEEDED Allg y `THIS APPLICATION MAY NOT BE USED WITH O o� 75 LOGS SMALLER THAN 12' 1 �\ • I 'o l i l l l S) I 2'X 2'STAKE F< /f MAX JOB#:2017-53 Ni \L 7L � � MULCH OR COMPOST � Mp � NOT FOR SF�P—Sx -sr ss- s's �r FOR UNTRENCHED LOGS 1` ��8' CONSTRUCTION 1 BUILDING SETBACK 1�1 FAO I (TYP.) WOODMULCHORCOMPOST �� I _ II L JI A SHEET FLOW �� TO}HEIGHT OFLOG %\ L -'• J !I FILTERLOG SECTION 41 \ / I �. FILTER LOG SECTION —M.v—M.r—M.v_ _m.r- M.v M�-r— —m.r N..v-- rM-I--M•r m.v..J.MI WORK AREA AREA TO BE TRENCH INTO GROUND SE A'MINIMUM •c •r •• s� sc •sr eF— _ PROTECTED FLOW 45 AREA TO BE w• FlL TERCOG Z� PROTECTED y .0 FLOW Z-�45 AREA TO BE GRAPHIC SCALE + PROTECTED /7'M!M/MUM 1'X 2-STAKES EROSION no s o zo TRENCH INTO GROUND NOTE I"MINIMUM 1 2•X1'STAKES CONTROL LANDSCAPE ARCHITECTURE PLANS FOR TREE PROTEC77ON AND REMOVAL. /2'Mlh'IMUM IN FEET I I inch=l0 ft. -1 3 RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT EXHIBIT E KOVAL RESIDENCE - EROSION CONTROL LEGEND GENERAL NOTES UTILITY GENERAL NOTES ABBREVIATIONS: - - - , 0 PROPERTY LINE SITE FEATURES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF ASPEN CODE, ENGINEERING 1. ANY CONTRACTOR-CAUSED DAMAGE TO UTILITY AND/OR SERVICE LINES SHOWN OR NOT APPROX APPROXIMATE - - - - - - - SETBACK LINE DIVISION, GENERAL PROVISIONS, SPECIAL PROVISIONS, ENGINEERING SPECIFICATIONS, SHOWN ON THE PLANS, SHALL BE REPAIRED OR REPLACED AT NO COST TO THE CITY ARCH ARCHITECT REVISIONS TO STANDARD SPECIFICATIONS AND SUPPLEMENTAL SPECIFICATIONS, OF ASPEN AND SHALL BE ACCOMPLISHED BY THE CONTRACTOR, SUBCONTRACTOR OR ACSD ASPEN CONSOLIDATED SANITATION DISTRICT . AS APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASTM ASSEMBLY LATEST REVISION EASEMENT SNOWMELTED CONCRETE DRIVEWAY ASTM AMERICAN SOCIETY OF TESTING AND MATERI O 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL WORK IS NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK IN THE PROJECT AVG AVERAGE Ur PROPERTY CORNER OR MONUMENT AREA. LIKEWISE, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK AND AWWA AMERICAN WATER WORKS ASSOCIATION PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS AND REGULATIONS AS THAT OF THE INVOLVED UTILITIES IN THE PROJECT AREA. WW BUILDING Z SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION O.S.H.A.. - - ... FLOWLINE CONCRETE PAVEMENT/WALKWAY ( ) BM BENCHMARK 3. NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE 2. UTILITY LINES SHOWN ON THE PLAN SHEETS ARE LOCATED FROM THE BEST AVAILABLE BMP BEST MANAGEMENT PRACTICE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND BOC BACK OF CURB LLi K DRAINAGE BASIN DELINEATION ENGINEER. w .,, h PROTECTION OF ALL U11LITIES IN PLACE. BOS BOTTOM OF STEP 4. SUBMITTALS SHALL BE MADE FOR ALL MATERIALS TO BE INCORPORATED INTO THE BOW BOTTOM OF WALL Z , DRAINAGE SUB-BASIN DELINEATION ASPHALT PAVEMENT REPLACEMENT 3. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT w coPROJECT. CL CENTERLINE 811 TWO BUSINESS DAYS IN ADVANCE OF ANY EXCAVATION OR GRADING. CO CLEANOUT DIRECTION OF FLOW 5. THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN COA CITY OF ASPEN Z 4. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL U11LITY AND STRUCTURES W ¢ O .- BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. THE CONC CONCRETE AFFECTED BY THE WORK AND ANY DAMAGE SHALL BE REPAIRED AND RESTORED TO v V V SILT FENCE DECK OR PATIO AREA ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FEATURES DEMO DEMOLITION o 0 SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL FEATURES THE SATISFACTION OF THE CITY OF ASPEN. THE CONTRACTOR IS RESPONSIBLE FOR THE DIA OR 0 DIAMETER Y 6 U AND ELEVATIONS OF THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION. LOCATION AND PROTECTION OF ALL UTILITIES DURING CONSTRUCTION. THE DIM DIMENSION 2 w o / CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS AS NECESSARY. EL ELEVATION Q R EXISTING BUILDING FOOTPRINT(MAIN FLOOR 6. THE CONTRACTOR SHALL LIMIT ALL WORK AND STORAGE AREAS TO THE PROJECT ELEC ELECTRICAL LL "5. EXISTING UNDERGROUND TELEPHONE, FIBER AND CABLE TELEVISION FACILITIES MAY BE ENG ENGINEER 0 0 e, OR LOWER LEVEL EXISTING MINOR CONTOUR LEVEL) SITE. ANY WORK INSIDE PUBLIC RIGHT-OF-WAY(S) WILL REQUIRE APPROVAL FROM LOCATED IN CLOSE PROXIMITY TO THE WORK. THE CONTRACTOR MAY, IF NECESSARY, ESMT EASEMENT 0 a °' THE CITY OF ASPEN PRIOR TO CONSTRUCTION. USE OF ANY PRIVATE AREAS FOR TEMPORARILY DISPLACE THE CABLES DURING CONSTRUCTION AND REINSTALL THEM IN EX EXISTING z U EXISTING MAJOR CONTOUR THIS PROJECT BY THE CONTRACTOR MUST BE APPROVED IN WRITING BY THE ACCORDANCE WITH THE APPROPRIATE TELEPHONE, FIBER OR CABLE TELEVISION EXIST EXISTING EL 111111 SITE WALL PROPERTY OWNER WITH A COPY OF THIS APPROVAL PROVIDED TO THE ENGINEER FDC FIRE DEPARTMENT CONNECTION COMPANY'S GUIDELINES. COORDINATION WITH BOTH THE TELEPHONE AND CABLE PRIOR TO USAGE. FFE FINISHED FLOOR ELEVATION O TELEVISION COMPANY IS REQUIRED TO BE DONE BY THE CONTRACTOR. FL FLOW LINE Ex-WL EXISTING WATER MAIN/SERVICE 7. ALL CONSTRUCTION IS TO INCLUDE COMPACTION AND FINISHED GRADING IN THE UNIT 6. ALL WORK DONE ON OR AROUND WATER OR SEWER FACILITIES MUST BE INSPECTED BY FT FOOTCt PRICE RELATED WORK ITEM. GAL GALLONS EX EXISTING GAS LINE TREES AN ASPEN WATER DEPARTMENT AND ASPEN CONSOLIDATED SANITATION DISTRICT GB GRADE BREAK 8. ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS INSPECTOR. THE CONTRACTOR IS REQUIRED TO NOTIFY THE CITY OF ASPEN AND THE HORZ HORIZONTAL Ex-civ EXISTING CABLE LINE SHOWN ON THE PLANS UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. ASPEN CONSOLIDATED SANITATION DISTRICT TWO WORKING DAYS PRIOR TO BEGINNING HP HIGH POINT 9. THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT CONSTRUCTION. INV INVERT EX EXISTING TELEPHONE LINE OF ANY CONSTRUCTION. 7. THE CONTRACTOR SHALL, AT THEIR EXPENSE, SUPPORT AND PROTECT ALL WATER LF LINEAR FEET MAINS SO THAT THEY WILL FUNCTION CONTINUOUSLY DURING CONSTRUCTION EXCEPT LLE LOWER LEVEL ELEVATION 10. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN LP LOW POINT EX-UE EXISTING UNDERGROUND ELECTRIC DEMOLITION THOSE DESIGNATED TO BE TEMPORARILY SHUT DOWN. TEMPORARY WATER SERVICE MA MATCH THE LIMITS OF DISTURBANCE AND/OR TOES OF SLOPE AS SHOWN ON THE PLANS. DISRUPTION SHALL BE DONE TO MINIMIZE THE EFFECTS ON CITY OF ASPEN UTILITY MAX MAXIMUM .... ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CUSTOMERS. SHOULD A WATER MAIN FAIL AS A RESULT OF THE CONTRACTOR'S MH MANHOLE - E---OH---E---OH EXISTING OVERHEAD ELECTRIC CONDITIONS BY THE CONTRACTOR AT THEIR OWN EXPENSE. MIN MINIMUM ASPHALT PAVEMENT REMOVAL OPERATIONS, IT WILL BE REPAIRED IMMEDIATELY BY EITHER THE CONTRACTOR OR THE NTS NOT TO SCALE EX SS EXISTING SANITARY SEWER LINE 11. THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL WATER RESOURCES DEPARTMENT AT THE FULL COST OF LABOR AND MATERIALS TO THE PC POINT OF CURVATURE CHECKED BYAMR TREES, BUSHES, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS OF CONTRACTOR.9.ALL VALVE BOXES, CLEANOUTS, MANHOLES, GUY WIRES, SHALL BE PCC POINT OF COMPOUND CURVE DR4WNBY.:RDL -DR---oR---oR---oR- EXISTING STORM DRAIN LINE WORK. SPECIFIC PROVISIONS ARE SHOWN ON THE PLANS. ADJUSTED TO FINAL GRADE. PERF PERFORATED ®� MILLED ASPHALT PAVEMENT 12. NO TREES SHALL BE REMOVED OR TRIMMED WITHOUT PRIOR ACKNOWLEDGEMENT OF 8. EXISTING WATER SERVICE IS TO BE LOCATED AND FIELD-VERIFIED PRIOR TO PERIM PERIMETER THE PROPERTY OWNER AND/OR PROJECT ENGINEER. CONSTRUCTION TO ENSURE THAT PROPOSED INFRASTRUCTURE MEETS SETBACK PERPPERPENDICULAR �__�__�__�__�__�__a,__�__�_ EXISTING FENCE / PI POINT OF INTERSECTION w W • SAW CUT LINE 13. THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REQUIREMENTS. PL PROPERTY LINE U Q 0 EXISTING WATER STRUCTURE REROUTE ANY RUNOFF AS NECESSARY DURING CONSTRUCTION ACTIVITIES TO PROP PROPOSED EE (� PREVENT EROSION AND DAMAGE. PT POINT OF TANGENCY Z EXISTING TELEPHONE PEDESTAL EARTHWORK PVC POLYVINYL CHLORIDE LU Z 14. THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES DURING PVMT PAVEMENT Q W G EXISTING GAS METER THE PROJECT. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS RCP FLOW REINFORCED CONCRETE PIPE OD CL 15. THE CONTRACTOR SHALL CLOSELY MONITOR ACCESS FOR HEAVY CONSTRUCTION SOIL, DEBRIS AND WASTE MATERIAL OFF OF THE PROJECT SITE. ROW RIGHT OF WAY LL1 W V) E EXISTING ELECTRIC METER EQUIPMENT THROUGH THE PROJECT AND USE TRAFFIC CONTROL AS NEEDED TO 2. ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND SDR STANDARD DIMENSION RATIO CC Q ACCOMMODATE CONSTRUCTION ACTIVITY ENTERING AND LEAVING THE PROJECT SITE. DISPOSED OF, BY AND AT THE EXPENSE OF THE CONTRACTOR. SF SFA SQUARE RE FEET J I LL - XEXISTING SANITARY SEWER MANHOLE 16. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL 3. ALL EMBANKMENT MATERIAL REQUIRING COMPACTION WILL CONFORM TO CDOT/ASTM SY SQUARE YARD j W BE REMOVED TO A NEAT VERTICAL LINE wv (BY SAW CUTTING) PRIOR TO PAVING STANDARDS. TB THRUST BLOCK OPERATIONS. VERTICAL EDGES SHALL NOT REMAIN OVERNIGHT. DILUTED EMULSIFIED TOC TOP OF CURB O IX WATER VALVE TOS TOP OF STEP Y e. ASPHALT FOR TACK COAT SHALL CONSIST OF ONE PART EMULSIFIED ASPHALT AND TOW TOP OF WALL M U WOU WATER SERVICE SHUTOFF ONE PART WATER. BENCHMARK AND SURVEY CONTROL UD UNDER DRAIN 19. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL UG UNDERGROUND BE AS ORDERED. THE COST OF WATER SHALL BE INCIDENTAL TO OTHER BID ITEMS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH SWEEPING AND CLEANING ADJACENT STREETS AND SIDEWALKS DURING CONSTRUCTION HORIZONTAL AND VERTICAL LAYOUT ON THIS PROJECT. COORDINATES ARE REFERENCED PROPOSED WILL BE PERFORMED AS NECESSARY AND AS DIRECTED BY THE ENGINEER. SWEEPING IN THE COORDINATE LIST SHOWN ON THESE PLANS. THE CONTRACTOR SHALL AND DUST MITIGATION IS CONSIDERED TO BE INCIDENTAL TO THE WORK. COORDINATE WITH THE PROJECT ENGINEER FOR INTERPRETATION AND INFORMATION IN m PROPOSED MINOR CONTOUR STAKING OF THE PROJECT FOR CONSTRUCTION. 3 20.THE PHYSICAL FEATURES REQUIRING REMOVAL OR OBLITERATION WITHIN THE PROJECT i i I PROPOSED MAJOR CONTOUR SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF 2. PRIOR TO PROJECT COMPLETION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE o X SPOT ELEVATION OFF-SITE. REPLACEMENT OF ANY PROPERTY MONUMENTATION DISTURBED OR REMOVED BY CONSTRUCTION OPERATIONS. THIS WORK SHALL BE PERFORMED BY A LAND SURVEYOR 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENTS, RANGE w < m POINTS, TIES, BENCHMARKS AND/OR SURVEY CONTROL POINTS WHICH MAY BE LICENSED IN THE STATE OF COLORADO. PROPERTY CORNERS WHICH FALL WITHIN NEW I I II II CONCRETE FLATWORK SHALL BE DURABLE AND SET FLUSH. THIS SHALL BE CONSIDERED o N ws ws ws PROPOSED WATER MAIN/SERVICE DISTRIBUTED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED INCIDENTAL TO THE PROJECT. 0 AND REPLACED WITH APPROPRIATE MONUMENT BY A REGISTERED PROFESSIONAL ,, ,, PROPOSED GAS LINE LAND SURVEYOR AUTHORIZED TO PRACTICE LAND SURVEYING IN THE STATE OF EROSION CONTROL NOTES COLORADO. c c c PROPOSED CABLE LINE 22.THE CONTRACTOR SHALL HAVE A COPY OF ALL APPLICABLE STANDARDS AND 1. THE PROPOSED DEVELOPMENT CONSISTS OF A NEWLY CONSTRUCTED 3,000 SQUARE-FOOT(FOOTPRINT) SINGLE-FAMILY RESIDENCE WITH APPROXIMATELY APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS ON SITE FOR THE DURATION 2,300 SQUARE FEET OF HARDSCAPE SUCH AS A NEW DRIVEWAY AND BACKYARD PATIO AND THE REMAINDER OF THE PARCEL TO BE LANDSCAPED H. T T PROPOSED TELEPHONE LINE OF THE PROJECT. Ili RETAINING WALLS, LAWN AREAS, A WALKWAY, AND VARIOUS PLANTINGS AND SHRUBBERY. cn E E PROPOSED UNDERGROUND ELECTRIC 23.ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE SUCCEEDING LAYER PLACED 2. THE HISTORIC RUNOFF PATH OF OFFSITE BASINS ARE NOT TO BE DISTURBED AND PEAK RUNOFF FLOWS ARE NOT TO BE INCREASED DUE TO o THEREON SHALL BE COMPLETED FULL WIDTH BEFORE SUCCEEDING LAYER IS PLACED. CONSTRUCTION OF THIS PROJECT. E OH E OH PROPOSED OVERHEAD ELECTRIC 24.BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE 3. THE SITE IS DESIGNED FOR FULL WATER DETENTION OF ONSITE IMPERVIOUS CONSTRUCTION. o PRESENT ROADWAY AS DIRECTED. CLEANING WILL NOT BE PAID FOR SEPARATELY, Z SS-------SD SS-------SD PROPOSED SANITARY SEWER LINE BUT SHALL BE INCLUDED IN THE COST OF THE PROJECT. C O 25.A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED BETWEEN EROSION CONTROL SEQUENCING cc a DR DR DR DR DR PROPOSED STORM DRAIN OR FOUNDATION DRAIN LINE o ----- ----- PAVEMENT COURSES TO IMPROVE BOND. DILUTED EMULSIFIED ASPHALT FOR TACK wO °2° 1 e i COAT SHALL CONSIST OF 1 PART EMULSIFIED ASPHALT AND 1 PART WATER. 1. CONSTRUCTION ROAD, STABILIZED ENTRANCE, STAGING AREA AND PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE ❑ ❑ PROPOSED FENCE GRADING OR EXCAVATION ACTIVITIES. 26.THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN TEMPORARY TRAFFIC a 0 1 i 1 1 i 1 EM PROPOSED ELECTRIC METER CONTROL DEVICES NECESSARY THROUGHOUT THE DURATION OF CONSTRUCTION. 2. TOPSOIL WILL BE STRIPPED AND STOCKPILED WITH REINFORCED FILTER LOGS SURROUNDING STOCKPILE AND THEN SEEDED AND STRAWED FOR 27.ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE STABILIZATION. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES LEAVING THE SITE. JOBS:2017-53 ATTENTION OF THE ENGINEER AND WORK SHALL STOP UNTIL THE DISCREPANCY IS 3. STORM DRAINAGE STRUCTURES TO BE INSTALLED AFTER EROSION CONTROL METHODS ARE IMPLEMENTED. ALL DRAINAGE STRUCTURES TO BE PROTECTED NOT FOR =1' PROPOSED GAS METER CONSTRUCTION DISCUSSED AND DECISIONS/AGREEMENTS HAVE BEEN MADE. BY EROSION CONTROL MEASURES ARE SHOWN ON PLAN. WN PROPOSED WATER METER 28.IF GROUNDWATER IS DISCOVERED DURING CONSTRUCTION, STOP WORK IMMEDIATELY 4. EROSION AND SEDIMENT CONTROLS TO BE INSPECTED EVERY FOURTEEN CALENDAR DAYS OR AFTER EVERY STORM EVENT THAT EQUALS OR EXCEEDS AND CONTACT ENGINEERING. 1/2" OF PRECIPITATION. ca PROPOSED STORM CLEANOUT 5. CONTRACTOR IS RESPONSIBLE FOR CHECKING THAT ALL EROSION CONTROL BMPS ARE FREE OF MUD, DIRT, AND DEBRIS. ALL STRUCTURES ARE TO BE O PROPOSED STORM INLET CLEANED ONCE DEPOSITED SEDIMENT REACHES 1/3 THE HEIGHT OF THE STRUCTURE. PROPOSED DRYWELL WITH MANHOLE COVER 6. PIPES ARE TO BE FLUSHED AND WATER FEATURES ON SITE ARE TO BE CLEANED OF SEDIMENT ONCE SITE HAS BEEN STABILIZED. 7. ACTUAL LOCATIONS OF ALL EROSION AND SEDIMENT CONTROL MEASURES CAN BE FIELD MODIFIED IF NECESSARY BY CONTRACTOR. WV VI WATER VALVE 8. IF ANY TEMPORARY FLOW LINE IS TO OCCUR DUE TO INTERMITTENT GRADE CHANGE, CHECK DAMS, SURFACE ROUGHENING AND ADDITIONAL BMPS SHOULD BE IMPLEMENTED. V WATER SERVICE SHUTOFF 9. REVEGETATION PRACTICES SHALL FOLLOW ALL LAND DISTURBING ACTIVITIES IMMEDIATELY UPON COMPLETION OF SAID ACTIVITIES. IF REVEGETATION NOTES AND PRACTICES ARE DELAYED, FINISHED TOPSOIL GRADE SHALL BE PROTECTED AGAINST WIND AND WATER EROSION WITH TEMPORARY EROSION CONTROL BMP'S IMMEDIATELY UPON COMPLETION. LEGEND 10.EROSION CONTROL FENCING AND OTHER EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL VEGETATION SEEDING IS AT LEAST 80% GERMINATED. 11.TEMPORARY TOILET MUST BE SECURED. C-01 RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT KEYELEMENTSCONSTRUCTION APPENDIX F — WASTE MANAGEMENT PLAN Company Name: Key Elements Construction Inc. Contact Person: George Nettles Address: 50 A Weant Blvd Phone #: 970.402.8759 Carbondale, CO 81623 Project Location: 34 Westview Rd Aspen, CO 81611 Contractor: Key Elements Construction Inc. Contact Person: George Nettles Phone #: 970.402.8759 Recycling Coordinators Contact Person: George Nettles Phone #: 970.402.8759 Project Description: Remodel of single family home WASTE MANAGEMENT GOALS: - This project will recycle or salvage for reuse a minimum of 25% by weight of the waste generated on-site. - Waste reduction will be achieved through building design, and reuse and recycling efforts will be maintained throughout the construction process. WASTE PREVENTION PLANNING: - Compliance with City of Aspen Solid Waste District's mandatory recycling requirements for business. City of Aspen mandatory recyclables include: - Newspaper - Corrugated cardboard - White and colored office paper - Plastic and glass bottles and jars - Metal cans - Compliance with Pitkin County Landfill bans, i.e. no disposal of tires, appliances, yard waste, mandatory recyclables, hazardous waste, batteries, fluorescent tubes, electronic waste and large metal items. - Project Construction Documents — Requirements for waste management which will be included in all work. Key Elements Construction will contractually require all subcontractors to comply with the Pitkin County Landfill mandatory recycling requirements. - The Construction Waste Reduction Plan shall be implemented and executed as follows and as on the chart: Salvageable materials will be diverted from disposal where feasible. _ There will be a designated area on the construction site reserved for a row of dumpsters each specifically labeled for respective materials to be received. - Hazardous waste will be managed by a licensed hazardous waste vendor. RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT KEYELEMENTSCONSTRUCTION 1. Salvage Yes No Do you plan to salvage materials from this X project prior to demolition or construction? If YES, list the materials that will be salvaged (e.g., Facility or Salvage company Receipt attached doors, windows, casing, toilets, sinks, fixtures, receiving material Y/N? wood siding, tiles, etc.) 1. 2. 3. 4. 5. 2. Source Separation Yes No Do you plan to source separate any materials for delivery to a recycling facility (e.g. X separation of material such as wood, concrete, metal into separate bins) M H F WOOD METAL CONCRETE COPPER STEEL 3. On-Site Use Yes No Do you plan any on-site reuse activities for this project (e.g. reuse of wood forms for X concrete, on-site crushing of concrete for on-site use, use of reusable containers or pallets for material deliveries, etc.)? (please provide If yes, please describe: 4. Disposal at landfill Will any materials be disposed of (not recycled or salvaged) at the landfill? Yes No Estimate the number of tons of material to be taken to the landfill for disposal : X 50 RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT EXHIBIT G KOVAL RESIDENCE - PROJECT SCHEDULE ID Task Task Name Duration Start Finish Half 2,2018 Half 1,2019 Half 2,2019 0 Mode J JIAISIOINiD JiFIMIAIMIJ JIAISIOINID 0 Koval Residence 263 days Mon 7/2/18 Wed 7/3/19 r 1 w Project Start 45 days Mon 7/2/18 Fri 8/31/18 r— U 2 I. Mobilization 1 day Mon 7/2/18 Mon 7/2/18 -.Site excavation contractor 3 . Demolition 10 days Tue 7/3/18 Mon 7/16/18 Site excavation contractor 4 > Excavation 10 days Tue 7/17/18 Mon 7/30/18 0 0 5 Foundation 10 days Tue 7/17/18 Mon 7/30/18 i Site excavation contractor 6 l• Civil 21 days Tue 7/31/18 Tue 8/28/18 0 U 7 �, Utilities 10 days Tue 7/31/18 Mon 8/13/18 ' Site excavation contractor 8 w 4 Site Drainage 8 days Tue 8/14/18 Thu 8/23/18 Site excavation contractor 9 > Drywell 3 days Fri 8/24/18 Tue 8/28/18 Site excavation contractor 10 Concrete 24 days Tue 7/31/18 Fri 8/31/18 U U 11 Footings 5 days Tue 7/31/18 Mon 8/6/18 General contractor 12 ! Walls 15 days Tue 8/7/18 Mon 8/27/18 Concrete contractor 13 U Foundation Backfill 4 days Tue 8/28/18 Fri 8/31/18 u,Concrete contractor 14 Structural Steel 29 days Mon 9/3/18 Thu 10/11/18 I 15 w 4 Lower Level Columns 3 days Mon 9/3/18 Wed 9/5/18 Steel contractor 16 Main Level Beams/ Deck 5 days Thu 9/6/18 Wed 9/12/18 Steel contractor 17 my Upper Level Columns 6 days Thu 9/13/18 Thu 9/20/18 Steel contractor 18 my Roof Steel 5 days Fri 9/21/18 Thu 9/27/18 Steel contractor 19 R In Slab Rough 10 days Fri 9/28/18 Thu 10/11/18 Plumbing contractor 20 Concrete Slab 7 days Fri 10/12/18 Mon 10/22/18 21 F Form/Prep 5 days Fri 10/12/18 Thu 10/18/18 • Concrete contractor 22 Pour/Finish 2 days Fri 10/19/18 Mon 10/22/18 Concrete contractor 23 - Framing 30 days Tue 10/23/18 Mon 12/3/18 Framing contractor 24 Roof Dry In 4 days Tue 12/4/18 Fri 12/7/18 " Roofing contractor 25 r Window Installation 10 days Tue 12/4/18 Mon 12/17/18 i Framing contractor 26 Railing 5 days Tue 12/18/18 Mon 12/24/18 rStucco contractor 27 R Siding 20 days Tue 12/25/18 Mon 1/21/19 L._Framing contractor 28 L Stone Siding 20 days Tue 1/22/19 Mon 2/18/19 7 Stone Contractor 29 w 4 MEP Rough In 38 days Tue 12/18/18 Thu 2/7/19 . . �� 30 Plumbing Rough In 20 days Tue 12/18/18 Mon 1/14/19 'Plumbing contractorRE C 03/22/2018 Page 1 ASPEN BUILDING DEPARTMENT ID Task Task Name Duration Start Finish Half 2,2018 Half 1,2019 Half 2,2019 O Mode J J A SOND J FMAMJ J A SOND 31 n HVAC Rough In 30 days Tue 12/18/18 Mon 1/28/19 Heating and AC contractor 32 Electrical Rough In 35 days Tue 12/18/18 Mon 2/4/19 Electric contra tor 33 I. Fireplaces 3 days Tue 2/5/19 Thu 2/7/19 34 Insulation 2 days Tue 1/29/19 Wed 1/30/19 Insulation cont actor 35 Roofing 10 days Tue 1/22/19 Mon 2/4/19 j Roofing contractor 36 Finishes 89 days Tue 2/5/19 Fri 6/7/19 r 1 37 Drywall 25 days Tue 2/5/19 Mon 3/11/19 ' Drywall contractor 38 ! Paint 15 days Tue 3/12/19 Mon 4/1/19 _Painting contractor 39 Tile 20 days Mon 3/25/19 Fri 4/19/19 Tile Contractor 40 up Glass 15 days Mon 4/22/19 Fri 5/10/19 Ii 41 Stairs 5 days Tue 3/12/19 Mon 3/18/19 Fin sh carpentry contractor 42 E Decorative Metal 5 days Tue 3/19/19 Mon 3/25/19 St el contractor 43 Flooring 20 days Tue 4/2/19 Mon 4/29/19 Flooring contractor 44 + Interior Trim 10 days Tue 4/30/19 Mon 5/13/19 Finish carpentry contrac 45 } w Hang Doors 10 days Tue 4/30/19 Mon 5/13/19 Finish carpentry contrac 46 4 Cabinets 15 days Tue 4/30/19 Mon 5/20/19 Finish carpentry contrac 47 Countertops 14 days Tue 5/21/19 Fri 6/7/19 Countertop contracto 48 " Plumbing Trim 7 days Mon 6/10/19 Tue 6/18/19 Plumbing contractor 49 ii. HVAC Trim 7 days Tue 5/14/19 Wed 5/22/19 i mating and AC contrac 50 ., Electrical Trim 10 days Mon 6/10/19 Fri 6/21/19 Electric contractor 51 Exterior Flatwork 10 days Mon 6/10/19 Fri 6/21/19 Concrete contractor 52 • Final Inspections 5 days Mon 6/24/19 Fri 6/28/19 "Inspector 53 NE Final Clean 2 days Mon 7/1/19 Tue 7/2/19 Cleaning contracto 54 Project Completion 1 day Wed 7/3/19 Wed 7/3/19 +Inspector RECEIVED 03/22/2018 Page 2 ASPEN BUILDING DEPARTMENT EXHIBIT H KOVAL RESIDENCE -TREE MITIGATION TREE REMOVAL LEGEND R1 KEY TREE TYPE DBH REASON FOR REMOVAL IF>6" R1 Aspen(T-5 on survey) 8" conflict w/driveway location/excavation R2 R2 Aspen(T-4 on survey) 5" conflict w/driveway location/excavation P ,, — — — — — — R3 Aspen(T-14 on survey) 8" conflict w/excavation&soil nails Ts R4 Spruce(T-37 on Survey) 6" conflict w/excavation for house ", ( T8 T23 T27 j /� (;rill•,.. _ ��• r.� �� T3 -! �• A T7 ��_�� IDA�� " ♦ram►` �lr T31 —co F .,yam .I -� .� Vi,< r, a =, T2 `I 7 T10 r�n �;3. im 3 � A�v, - — �/ e61 (/�o 0. n !I A1si „I 1 Yy!1! �Irid�, 2 �1 Tl1 L T19 T1 1 � _r� E a Tl8 R3 gl��yy�►►► T32 W 1 r N � T13 T20 S T33 / T14 lerir a)CMGCCJ 1111111100111100111111011 T34 T37 z ___wi o- a A#mit it U R4 Rdt>M CgCI r SP11.11% LT ' -- .�fID LE L---___ v D f' 0 ,,,, , _ . ., . t ? . o_ . 1 I a., ' DM 1-1 0 0 IEL =I On MP T47 O I r a p•0• T43 ,4004111 T45 Tab Tree permit-existing SYMBOLS LEGEND 01.29.2018 Schematic -03.15.2018 Permit T39 EXISTING EVERGREEN TREE scale: 1/8'=1'-0" EXISTING DECIDUOUS TREE north EXISTING EVERGREEN TREE TO BE REMOVED T42 EXISTING DECIDUOUS TREE 1 TO BE REMOVED T41 LS .21 RECEIVED ....,/22/2018 ASPEN BUILDING DEPARTMENT KEYELEMENTSCONSTRUCTION J APPENDIX I — ENGINE IDLING Sec. 13.08.110. Engine idling. (a) Except as hereinafter provided, it shall be unlawful for any person to idle or permit the idling of the motor of any stationary motor vehicle for a prolonged or unreasonable period of time determined herein to be five (5) minutes or more within any one (1) hour period of time. (b) This Section shall not apply when an engine must be operated in the idle mode for safety reasons including, but not limited to, the operation of cranes and forklifts used in the construction industry. (c) The time required by a diesel powered motor vehicle with a gross weight rating of ten thousand (10,000) pounds or more while operating in a stationary position to achieve a temperature of one hundred twenty (120) degrees Fahrenheit and an air pressure of one hundred (100) pounds per square inch, shall not be included in the computation of the five (5) minutes determined herein to be a prolonged or unreasonable period of time. The temperature and air pressure as indicated on the vehicle's gauges may be used for determining the diesel engine's temperature and air pressure. (d) The time during which transportation vehicles are actively loading or discharging passengers shall not be included in the computation of the five (5) minutes determined herein to be a prolonged or unreasonable period of time. A transportation vehicle shall be defined for purposes of this Section to mean motor vehicles designed to transport a minimum of sixteen (16) persons. (Code 1971, §11-2.70; Ord. No 74-1992,§1) RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT r KEYELEMENTSCONSTRUCTION l J APPENDIX J — HOLIDAY SEASON DATES 2016 Holiday Restricted Hours in Core Christmas Restricted Hours in CRA Monday Tuesday Wednesday Thursday Friday Saturday Sunday Pec 21 Dec 22 Dec 23 Dec 24 _Dec 25RIM D Dec 28 Dec 29 Dec 30 Dec 31 Jan 1 Jan 2 Jan 3 RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT EXHIBIT L KOVAL NEIGHBOR MAILING LIST OWNER ADDRESS CITY ST ZIP SITUS ADDRESS REVEAL MARIE CHANTAL 82 WESTVIEW DR ASPEN CO 81611 82 WESTVIEW DR FAMILY HILLTOP LLC 4306 PABLO OAK CT JACKSONVILLE FL 32224 165 ROARING FORK DR WRITER RUSSELL S & SUZANNE B PO BOX 9705 ASPEN CO 81612 15 WESTVIEW DR HUTTON JACQUELINE R & ROBERT 1099 LYNNWOOD BLVD NASHVILLE TN 37215 99 NORTHWAY DR PEARLSTONE RICHARD 18 WEST VIEW DR ASPEN CO 81611 18 WESTVIEW DR LLLC LLC PO BOX 460796 HOUSTON TX 77056 77 WESTVIEW DR KNOLLWOOD LOT 5 LLC 2001 KIRBY DR#603 HOUSTON TX 77019 203 ROARING FORK DR BRUCATO JEFFREY PO BOX 1448 ASPEN CO 81612 114 WESTVIEW DR 95 WESTVIEW LLC 500 PENROSE BLVD COLORADO SPRINGS CO 80906 95 WESTVIEW DR WEINER/ HORVITZ 33651 LOMBARDY LN CLEVELAND OH 44124 63 WESTVIEW DR WATER STREET WEST LLC 4306 PABLO OAKS CT JACKSONVILLE FL 32224 21 NORTHWAY DR KNOLLWOOD LOT 5 LLC 2001 KIRBY DR#603 HOUSTON TX 77019 205 ROARING FORK DR SHEPARD/ASPEN LP 117 WESTVIEW DR ASPEN CO 81611 117 WESTVIEW FERRELL 137 WESTVIEW DR ASPEN CO 81611 137 WESTVIEW DR HUTTER 161 WESTVIEW DR ASPEN CO 81611 161 WESTVIEW DR NEWMAN 273 ROARING FORK DR ASPEN CO 81611 273 ROARING FORK DR ROSE 2450 E ALMEDA AVE #7 DENVER CO 80209 340 EASTWOOD DR BEHRHORST 257 EASTWOOD DR ASPEN CO 81611 257 EASTWOOD DR HODGES 302 ROARING FORK DR ASPEN CO 81611 302 ROARING FORK DR TIBMA 2340 CHRISTMAS TREE DR CARSON CITY NV 89703 258 ROARING FORK DR FREEMAN 246 ROARING FORK DDR ASPEN CO 81611 246 ROARING FORK DR PETERSON PO BOX ASPEN CO 81612 222 ROARING FORKDR KROEGER 16 FORCYDE LN ST LOUIS MO 63124 267 ROARING FOR trEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT EXHIBIT L KOVAL NEIGHBOR MAILING LIST OWNER ADDRESS CITY ST ZIP SITUS ADDRESS MORRIS 1108 LAVACA#110333 AUSTIN TX 78701 150 ROARING FORK DR MYERS 28 NORTHWAY DR CO 81611 28 NORTHWAY DR LAMBERT 42 NORTHWAY DR CO 81611 42 NORTHWAY DR CAPLAN 12100 HILLOWAY RD MINNETONKA IL 55305 60 NORTHWAY DR DAMATO 82 NORTHWAY DR ASPEN CO 81611 82 NORTHWAY DR OLYMPIC BOWL LLC 191 N WACKER DR#1500 CHICAGO IL 60606 102 EASTWOOD DR EASTWOOD MTN LLC 82 EASTWOOD DR ASPEN CO 81611 82 EASTWOOD DR WALLACE PO BOX ASPEN CO 81612 64 EASTWOOD DR HAYNIE 616E HYMAN AVE ASPEN CO 81611 18 ROARING FORK DR RECEIVED 03/22/2018 ASPEN BUILDING DEPARTMENT