HomeMy WebLinkAboutFile Documents.121 E Hyman Ave.0149.2018 (3).ARBK
CAYTON RESIDENCE
121 E. HYMAN AVE.
Construction Management Plan
May 18, 2018
02/28/2019
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TABLE OF CONTENTS
2.0 Project Introduction
2.1 Project Description
2.2 Project Disturbance Area
2.3 Project Vicinity Map
3.0 Project Documentation
3.1 Permitting
3.2 Public Notification
3.3 Project Sign
3.4 Contact List
4.0 Project Implementation
4.1 Dates of Construction
4.2 Hours of Construction
4.3 Construction Schedule
4.5 Project Fencing
4.6 Tree Protection
4.7 Parks
5.0 Project Management
5.1 Parking Management
5.2 Emergency Access and Ordinance 35
5.4 Staging Areas
6.0 Traffic Control
6.2 Haul Routes
6.3 Weight and Size Limitations of Vehicles
6.4 Delivery Requirements
6.5 Traffic Control Plan
8.0 Sediment and Erosion Control
8.1 Storm Water Pollution Prevention Plan
8.2 BMPs for Stormwater Pollution Prevention
8.3 Final Stabilization and Long-Term Stormwater Quality
8.4 Inspection and Maintenance Procedures
9.0 Fugitive Dust Control
9.1 Dust Control Plan
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10.0 Emissions
10.1 Maintenance
10.2 Opacity
11.0 Noise Suppression
11.0 General
11.1 Noise Suppression Plan
11.2 Equipment and Method
APPENDICES
A – Required Project Sign
B – Parking Management Form
C – Haul Route Map
D – Noise Suppression Plan, Techniques and Equipment
E – Construction Schedule
F – CMP Site Plan
G – Ordinance No. 35
H – Engine Idling
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2.0 PROJECT INTRODUCTION
2.1 Project Description
Remodel an existing 3,900 sf townhome residence on a 3,000 sf lot located in the middle of the
block on E Hyman Ave. The residence has a basement and two stories above grade. The
project includes a full interior renovation with the addition of crawlspace below the basement
floor for mechanical space and a drywell/storage basin (the basement excavation does not
require any soil stabilization). The exterior work other than landscaping is limited to replacing
the existing paver driveway, replacing existing windows, replacing existing siding, refinishing the
front patio and bringing the existing stormwater discharge up to new City of Aspen standards.
2.2 Project Disturbance Area
The area of disturbance will be around the existing property line up to the house, roughly
3000 sf.
2.3 Project Vicinity Map
See attached Appendix C – Project Vicinity and Haul Route Map
3.0 PROJECT DOCUMENTATION
3.1 Permitting
This CMP is being submitted as part of the application for a building permit.
3.2 Public Notification
Public notification will take place a minimum of 10 days prior to commencement of work and
will be distributed directly to neighbors within a 300 foot radius of the project. It will include an
invitation to a pre-construction meeting, a proposed schedule and description of impacts to the
neighborhood.
A preconstruction meeting summarizing this CMP will be held five days after the
aforementioned public notification (five days prior to breaking ground).
3.3 Project Sign
Cayton Residence Sign – APPENDIX A
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3.4 Contact List
Owner: Cayton Andrea Trust – 310-444-3882
Contractor: Hansen Construction – 970.920.1558
Site Supervisor: JC Jensen – 970-640-6917
Safety Officer: JC Jensen – 970-640-6917
Traffic Control Officer: JC Jensen – 970-640-6917
Erosion Control Representative: JC Jensen – 970-640-6917
City of Aspen Community Development – 970.920.5090
Pitkin County – 970.920.5200
Aspen Police Department – 970.920.5400
Aspen Fire Protection District – 970.925.2690
RFTA – 970.925.8484
School District – 970.925.3760
Water Department – 970.920.5110
Aspen Consolidated Waste – 970.925.3601
Holy Cross Electric: 970.945.5491
Aspen Valley Hospital – 970.925.1120
Emergency Services - 911
4.0 PROJECT IMPLEMENTATION
4.1 Dates of Construction
The current project start is scheduled for 09/1/18. The estimated project duration is sixteen
(16) months putting the projected completion date at around 1/1/20. Any work within the City of
Aspen Right of Way will not commence prior to obtaining the appropriate permits from the City
of Aspen Engineering Department.
4.2 Hours of Construction
Construction hours will be limited to 7:30am – 5:30pm Monday through Friday and 9:00am-
5:00pm on Saturday. All activities generating noise in excess of the allowable noise limits, at
this location is 70 db during the summer season (6/1-Labor Day), 80 db all other times, will
require a noise suppression plan and be restricted to operating between 9:00am – 5:00pm
Monday through Friday. Additional prohibited construction days are as follows:
Sundays
4th of July (Day and any associated weekend)
Memorial Day Weekend
Labor Day Weekend
Thanksgiving Day
Christmas Day
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New Years Day
Pro Challenge Bike Race
4.3 Construction Schedule
Please see attached – Appendix E
4.5 Project Fencing
The perimeter of the lot will be fenced with a temporary six foot tall chain link fence with
green mesh wind screen as indicated on the attached CMP site plan.
4.6 Tree Protection
The CMP Site Plan – Appendix F, shows the existing trees that are to be preserved and
where tree protection fencing will be installed. The fencing will be installed outside the drip line
of the trees and will be constructed of metal tee posts and orange plastic safety fence.
4.7 Parks
A tree removal permit is being submitted as part of the building permit submittal. The
landscape architect for the project is preparing landscaping plans for the property which will be
also be submitted as part of the building permit submittal.
5.0 PROJECT MANAGEMENT
5.1 Parking Management
See Parking Management Form - APPENDIX B. Applicant understands that the COA
Engineering Department does not review the Parking Management Form included in Appendix
B and Applicant shall submit said form to the COA Parking Department for review and approval.
5.2 Emergency Access and Ordinance 35
HCI will maintain continuous emergency vehicle access to the site, including but not limited
to police, fire, and ambulance services.
See Ordinance 35 – APPENDIX G
5.4 Staging Areas
All material handling and equipment staging will be accommodated on site. Under no
circumstances will job materials be stored in the ROW. HCI will keep trash containers and
portable restrooms within the limits of the projects property. Any compost or food disposal
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containers shall be bear proof.
6.0 TRAFFIC CONTROL
6.2 Haul Routes
See Haul Route Map – APPENDIX C
6.3 Weight and Size Limitations of Vehicles
Dump Trucks – 54,000 GVW
Excavator – 20,000 GVW
Boom Truck – 45,000 GV3
6.4 Construction Vehicle Activity
There will be approximately 154 truck trips required. This will equate to approximately one
truck trip per 2 days over the 14 month duration of the project. The expected numbers of truck
trips are as follows:
15 Loads of Demolition Debris
1 Load of Fencing and Tree Protection Materials
2 Loads of Pipe and Manholes for Drainage and Infrastructure
2 Construction Trailer Mobilization and Demobilization Trips.
2 Excavation Equipment Mobilization
20 Dump Truck Loads of Excavated Soils Leaving Site
15 Dump Truck Loads of Backfill and Gravel Delivered to Site
5 Loads of Premixed Concrete
3 Concrete Pump Truck Trips
2 Loads of Stone Paving Materials
2 Loads of Structural Steel, Steel Stairs and Railings
1 Crane and Boom Truck Trip for Structural Steel
8 Loads of Framing and Exterior Trim Materials
2 Loads of Cabinets and Interior Trim Materials
1 Trip by Foam Insulation Truck
1 Load of Roofing Materials
1 Load of Windows and Exterior Doors
2 Loads of Drywall
1 Load of Appliances
1 Load of Heating and Air Conditioning Equipment
1 Load of Light Fixtures
1 Loads of Plant Materials
30 Trash Truck Trips
30 Temporary Toilet Cleaning Trips
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Pickup and deliveries times will be coordinated so that only two large trucks will be on site at
any given time. Delivery vehicles and all other on-site vehicles will not be allowed to idle for
more than five (5) minutes, with the exception of generators or PTO type operations. Project
subcontractor and suppliers will be provided with written notification of Aspen’s vehicle idling
regulations.
See Section 13.08.110 Engine Idling – APPENDIX J.
6.5 Traffic Control Plan
HCI does not anticipate that there will be any need to interfere with traffic on any public
right-of-way. If some unforeseen need arises, a Traffic Control Plan (TCP) will be prepared by a
State Certified Traffic Control Supervisor. The plan will conform to the most current edition of
the Manual of Uniform Traffic Control Devices for Streets and Highways (MUTCD) and be
submitted to the City of Aspen Department of Engineering for approval/permitting.
8.0 SEDIMENT AND EROSION CONTROL
8.1 Storm Water Pollution Prevention Plan
All necessary Best Management Practices (BMP’s) will be in place and maintained in order
to minimize dirt entering the storm systems. Primary strategies are as follows:
Avoid unnecessary site disturbance.
Maintain grading; install silt fences and sediment traps prior to any soil disturbance.
The installation of a tracking pad will be impractical due to the limited space
available. Hansen will make sure that the short ramp into the excavation is kept as
mud free as possible by use of screened rock over geo-textile fabric and not using
the ramp in wet conditions.
The washout of concrete chutes will have to be done back into the concrete trucks
due to the lack of space on site. Hansen will do everything they can to make sure
that the concrete trucks do not wash out illegally offsite.
Hard plastic kiddie pools will be used to protect the ground below the concrete pump
transfer points. Spills captured will be allowed to dry and will be placed in the site
trash receptacle.
Pathways around the house will be stabilized primarily through the use of screened
rock over geo-textile fabric.
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8.2 BMPs for Stormwater Pollution Prevention
Best Management Practices (BMPs) will be employed for stormwater management as
indicated in the following sections. The construction sequence as indicated in 4.3 above will
help minimize the total area of disturbance at any particular point in time.
a) Structural Practices:
a. Silt fences will be installed on the downhill sides of all areas of disturbance as
shown on the civil engineers drainage and erosion control plans.
b. All open excavations will include the temporary development of a low point
with a sump/pump for the removal of stormwater. The sump inlet will be
protected with straw bales or a Dandy Bag type sediment filtration measure.
Clear sump effluent will be discharged where it will not cause further erosion
(to be determined based on construction phasing and available outlet areas
at that time).
c. Temporary diversion ditches and swales will direct runoff from other site
areas through straw wattle and hay bale filtration prior to discharge off the
site. The exact location and alignment of these structures will be determined
in the field based on project phasing and the space needed for construction
staging.
d. Fugitive dust control will be achieved using a hose and spray nozzle.
e. Surface roughening will be conducted in newly excavated areas to provide
temporary stabilization when other temporary stabilization measures are not
feasible (such as gravel or temporary vegetation) or will not be provided
immediately.
f. If for any reason construction is delayed for a period of time exceeding 30
days, more permanent stabilization will be put into place including backfilling
open excavations and reestablishing vegetation with seed and mulch.
b) Non-Structural Practices: Pollution prevention will be stressed among all employees
and sub-contractors, including adequate training of personnel and frequent
monitoring of activities.
a. Proper facilities and procedures will be used for on-site waste storage and
disposal. Daily inspection and maintenance of waste disposal areas will be
conducted. Where possible, waste containers will be covered, and waste
storage areas will be fenced.
b. The contractor will ensure that good housekeeping will be employed during
construction, with all work, materials storage and waste storage areas kept in
a neat and orderly condition.
c. Existing trees and mature vegetation that are not to be removed will be
protected during construction to limit unnecessary disturbance of site soils
and maintain natural erosion control.
c) Materials Handling:
a. All potentially hazardous materials will be stored off site. In the event that
any such materials are stored on site, toxic materials and petroleum products
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will be enclosed and contained in an impervious elevated basin sized large
enough to hold the volume of the hazardous materials being contained.
b. Any spill or discharge or construction related materials will be cleaned up
immediately and disposed of accordingly.
c. Any spill not properly contained and cleaned-up will be reported to the proper
authorities.
i. Aspen Fire Department, Fire Marshal: 925-2690
ii. Colorado Department of Public Health and Environment, Emergency
Response: 303-756-4455.
iii. City of Aspen Engineering Department: 920-5080
iv. City of Aspen Environmental Health Department: 920-5039.
v. National Response Center: 800-424-8802
8.3 Final Stabilization and Long-Term Stormwater Quality
All temporary BMPs will remain in place until construction is complete and revegetation has
been verified to have taken hold. Final stabilization and long term stormwater quality are
addressed by the civil and landscape drawings submitted as part of the building permit submittal
package.
8.4 Inspection and Maintenance Procedures
a) A thorough inspection of the stormwater management system will be performed at
least every 14 days, and after any precipitation event that causes run off. The
inspection will include the observation of the construction site perimeter and
discharge points, all disturbed areas, and material storage areas exposed to
precipitation. All erosion and sediment control measures will be inspected for
integrity and functionality (e.g., sediment fences, hay bales, straw wattles, temporary
swales and ditches).
b) Damaged or ineffective BMPs will be fixed and/or replaced. Removed sediment will
be placed where it will not become an additional pollution source.
c) When necessary, BMPs will be added, removed or replaced with more effective
measures. All such actions will be documented and the SWMP will be updated to
reflect those changes.
9.0 FUGITIVE DUST CONTROL
9.1 Dust Control Plan
The project’s Dust Prevention and Control Plan are as follows:
Avoid unnecessary site disturbance.
During construction a hose and spray nozzle will be used on exposed soils as necessary
to mitigate air born dust.
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Exported soils and other debris will be hauled off via covered dump trucks. All areas
directly surrounding the site will be maintained daily with thorough cleanings taking place
every Friday afternoon.
24 Hour Contact: Brian Robertson - 970.309.1954
10.0 EMISSIONS
10.1 Maintenance
All vehicles and equipment used on site will be properly maintained such that the engines
will function within the manufacture’s standards or parameters.
10.2 Opacity
Emissions from diesel engines operated within the City of Aspen 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.
11.0 NOISE SUPPRESSION
11.0 General
The noise limit at this site is 70 db during the summer season (6/1-Labor Day), 80 db all
other times. The noise limit for construction is measured at the property line of the construction
site. All construction equipment shall be adequately muffled and maintained to minimize project
noise. The installation of noise barriers is the minimum technique to suppress noise, especially
when jack hammering of concrete occurs.
11.1 Noise Suppression Plan
All activity that generates noise in excess of 80 decibels requires a noise suppression plan
and is restricted to operating between the hours of 9am and 5pm Monday through Friday.
See Signed Noise Suppression Plan – APPENDIX D
11.2 Equipment and Methods
In addition to the standard practices agreed to within the signed Noise Suppression Plan,
the table below from the City of Aspen’s complete packet has been included for quick
contractor/subcontractor reference.
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Noise Controls for Construction Equipment (Schneider et al., 1995)
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 15º 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
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BARNHART RESIDENCE
235 WEST FRANCIS STREET
PERMIT #(TBD).2014.XXXX
GENERAL CONTRACTOR:
HANSEN CONSTRUCTION, INC.
CONTACT: BRIAN ROBERTSON
(970) 309-1954
24 HOUR EMERGENCY CONTACT #:
(970) 920-1558
APPENDIX A - REQUIRED PROJECT SIGN
CAYTON RESIDENCE
121 E. HYMAN AVE.
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G:\city\building_dept\Aspen 2004 Checklists\Aspen Parking, Construction Staging and Emergency Access
Plan.doc
CITY OF ASPEN CONSTRUCTION STAGING AREA, PARKING AND
EMERGENCY VEHICLE ACCESS MANAGEMENT PLAN
The City of Aspen requires submission of a job site plan describing the construction staging area(s),
location and number of construction-related vehicles, and ensuring proper emergency vehicle access. The
construction project shall be issued street parking permits for the expected duration of the project for a fee.
These plans are required for all residential construction or remodeling of 1,500 square feet, or more, for any
construction or remodeling involving multi-family buildings (three or more units), or for any construction
or remodeling involving commercial buildings. (Aspen Municipal Code Section 24.16.240)
Provide one copy of a job site plan showing the following information:
1. Location for all job site related vehicles, including number and location of
requested street parking spaces and/or vehicle permits.
2. Location for materials storage, construction equipment and any other
staging issues.
3. Emergency access route allowing emergency vehicle access to the
structure(s).
ATTENTION:
Construction related vehicles are excluded from the signed 2-hour Free Parking areas in Aspen’s
residential zones. Construction vehicles will only be considered in compliance if parked in the designated
construction area or displaying a valid street permit. All other vehicles will be considered in violation.
Please call 920-7482 with questions regarding this from
Construction Site Address: _______________________________________________
Contact Name: _____________________________________Date: _______________
Contractor: ____________________________ Phone Number: __________________
FOR OFFICE USE ONLY
Vehicle Permits_________ x Rate _______ x Days ____ = Fee ________ Exp. Date______________
Street Parking Spaces ________x Rate ______ x Days ___ = Fee ________ Exp. Date____________
Approved _______________________________________________ Date____________________
REQUESTED:
Vehicle Permits: ________________ Street Parking Spaces: ______________
Other parking areas: ____________________________________________________
Begin Date: ___________________ Completion Date: __________________
All construction staging and construction parking shall be confined to the areas defined in an approved
plan for the job site. Workers shall be encouraged to carpool. Emergency access, as described in the
approved plan for the job site, shall at no time be blocked. A stop work order may be issued upon non-
compliance.
HANSEN CONSTRUCTION
APPENDIX B - PARKING MANAGEMENT FORM
BRIAN ROBERTSON 04/08/14
309-1954
3
CAR POOL PASSES AND DAY PASSES FOR SUBS
7/15/14 5/15/16
121 E. Hyman
JC Jensen 5/18/18
970-640-6917
3
9/10/2018 11/15/19
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APPENDIX B - PARKING MANAGEMENT FORMEXISTING DRIVEWAY TO BE USEDFOR CONSTRUCTION ACCESS3 PARKING SPACESON HYMAN AVE.EMERGENCYACCESS ROUTE02/28/2019
HAUL ROUTEAPPENDIX C - HAUL ROUTE02/28/2019
970-640-6917 JC Jensen - (Superintendent)121 East Hyman Ave. . 02/28/2019
2018 2019 2020ID DescriptionOriginalDurationStart Finish10 Permits 80 05/21/1809/07/1820 Mobilization 10 09/10/1809/21/1830 Access Basement for Equipment 10 09/24/1810/05/1840 Interior Demo/Deconstruction 40 09/24/1811/16/1850 Framing 60 11/19/1802/08/1960 Roofing 25 02/11/1903/15/1970 Basement Excavation 30 10/08/1811/16/1880 Basement Underground 20 11/19/1812/14/1890 Plumbing Rough 20 12/17/1801/11/19100 HVAC Rough 20 01/14/1902/08/19110 Exterior Demo/Deconstruction 35 11/19/1801/04/19120 Electrical Rough 20 02/11/1903/08/19130 AV Rough 10 03/11/1903/22/19140 Manufacture Windows 110 02/11/1907/12/19150 Windows Installation 30 07/15/1908/23/19160 Insulation 8 03/25/1904/03/19170 Drywall 12 04/04/1904/19/19180 Interior Tile, Stone, and Slabs 45 04/22/1906/21/19190 Floor Finishes 20 06/24/1907/19/19200 Exterior Claddings 75 04/22/1908/02/19210 Millwork, Cabinets, and Doors 40 06/24/1908/16/19220 Plaster 17 08/19/1909/10/19230 Elecrical Trim 10 09/11/1909/24/19240 Plumbing Trim 10 09/25/1910/08/19250 HVAC Trim 10 10/09/1910/22/19260 Exterior Paving and Concrete 25 08/05/1909/06/19270 Landscape 10 09/09/1909/20/19280 Demobilize 10 10/23/1911/05/19290 Punch List 10 11/06/1911/19/19300 Final Inspections 20 10/23/1911/19/19jProject FinishPermitsMobilizationAccess Basement for EquipmentInterior Demo/DeconstructionFramingRoofingBasement ExcavationBasement UndergroundPlumbing RoughHVAC RoughExterior Demo/DeconstructionElectrical RoughAV RoughManufacture WindowsWindows InstallationInsulationDrywallInterior Tile, Stone, and SlabsFloor FinishesExterior CladdingsMillwork, Cabinets, and DoorsPlasterElecrical TrimPlumbing TrimHVAC TrimExterior Paving and ConcreteLandscapeDemobilizePunch ListFinal InspectionsStart Date: 05/21/18Finish Date: 11/19/19Data Date: 05/21/18Run Date: 05/17/18 CMP Schedule 5.17.18.ppx Page 1ACayton121 East Hyman Ave. Appendix E02/28/2019
EE-C-TE-C-TE-C-TE-TSSSSSSSSE-C-TGGGGGGGGGCTVE-C-TE-C-TE-C-TE-C-
T E-C-TEWWWWWWWWWEEEEEEESSSSSUNDERGROUND PRIMARY ELECTRICSEWER MAINUNDERGROUND CABLE TELEVISIONUNDERGROUND NATURAL GAS MAINCTVCTVCTVCTVGGGGGGGG PORCHCONCRETE SIDEWALK PATIOCONCRETE SIDEWALK(FLAGSTONE) WALKBRK(LOT AREA = 3,060 SQ. FT. ±)791179107911791179097910790879097910791079087909
790
87908 CAP (DISTURBED)REBAR AND ALUM.FOUND NO. 5 ALLEY BLOCK 69DRIVEWAYROCK WALL LOT DLOT AEAST HYMAN AVENUECITY OF ASPENGPS MONUMENT #3S. GARMISCH& DURANTDNOPEN AREAOPEN AREA2 STORY DUPLEX UNITWITH BASEMENT LEVELTBM EL. = 7908.31'LS 16129PLASTIC CAPREBAR AND REDFOUND NO. 4 S 32°06'44" W573.1' ± ACSAND SET FLAGSTONE WALK FLAGSTONE OUTSIDE OF FRONT DOOR EL. = 7909.08++ SLAB EL. = 7908.56 ±SCALE: 3/16" = 1'-0"1SITE PLAN1122 3, 645 6788 910107912
LOT B2 STORY DUPLEX UNITWITH BASEMENT LEVELMBMBIRRIRRS 75º09'11" EN 14°50'49" E30.05'S 75°09'11" E100.00'32.05'N 14º50'49" E100.00'27.95'29.95'TRUE NORTHARCHITECTURAL NORTHAPPENDIX F - CMP SITE PLAN4' GREEN PLASTICFENCE TREEPROTECTION TYP.6' CHAIN LINKPERIMETER FENCE WITHGREEN SCREEN TEMP TOILETS 10 YARD ROLLOFF DUMPSTERPRIMARYLOCATIONJOB OFFICESTAGING & DELIVERY AREA10'X25'STAGING AREA15'X20'EAST HYMAN AVENUE 3 Parking SpacesEMERGENCY ACCESSEMERGENCY ACCESSNo work will beallowed outside of thefence in the sidewalkarea.Do not block the alleywith deliveries,parking, etc. Duringthe excavation, makesure the dump truckbeing loaded is theonly truck in the alley.If any concrete poursor cranes will blockthe alley a TemporaryEncroachment Permitwill be needed.02/28/2019
APPENDIX G - ORDINANCE NO. 35
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APPENDIX H - ENGINE IDLING
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