Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
File Documents.232 E Main St.0132.2018 (97).ACBK
Construction Management Plan 232 East Main Street 12/26/2018 Construction Management Plan Table of Contents Section 1 General 1.1 Purpose 1.2 Definitions Section 2 Project Introduction 2.1 Disturbance Area 2.2 Location 2.3 Description Section 3 Project Documentation 3.1 Permits 3.2 Public Notification 3.3 Project Sign 3.4 Project Contacts Section 4 Project Implementation 4.1 Dates of Construction 4.2 Hours of Construction 4.3 Sequence of Construction 4.4 Adjoining Properties 4.5 Project Fencing 12/26/2018 Construction Management Plan Table of Contents cont. Section 5 Parking Management 5.1 Right of Way Management Plan 5.2 Emergency Vehicle Access 5.3 Construction Parking 5.6 Site Plan, Demo, Storage, Waste Management Section 6 Traffic Control 6.1 General 6.2 Haul Routes 6.5 Traffic Control Plan Section 7 Pedestrian Protection Section 8 Sediment and Erosion Control Section 9 Fugitive Dust Control Section 10 Emissions Section 11 Noise Suppression Section 12 Enforcement 12/26/2018 Construction Management Plan 1.1 Purpose The purpose of this Construction Management Plan (CMP) Manual is to provide a consistent policy under which certain physical aspects of construction management will be implemented at the 232 East Main Street project. 232 East Main Street is a 5,981 square foot lot that is currently developed as a Conoco gas station. It is located on the Northwest corner of Main St. and Monarch St. and in Aspen, CO. The redevelopment of the site expands the small retail footprint of the gas station to the zoning code maximum allowed space. The modern and yet rustic form of the redevelopment eases the transition from downtown Aspen to the residential zone along Main St. Adjacent to the subject property is the historic Cortina Motor Lodge. The project pays tribute to the Cortina and it’s residential transitional context by incorporating gable forms into the exterior. The site additionally softens and enlivens the streetscape by replacing concrete paving with abundant, lush landscaping and outdoor patio space. If the project changes ownership or contracting services change, the City Engineering Department will be notified and new entity must agree to comply with this approved CMP in writing. Any departure from this approved CMP will be submitted in writing and approved by the City Engineer. This approved CMP will be kept onsite at all times. 12/26/2018 Construction Management Plan 1.2 Definitions Construction Management Plan (CMP) - This Construction Management Plan is a combination of diagrams, documents, drawings, and specifications that clearly define the steps that will be taken to demonstrate how the impacts to the community will be minimized. Construction Mitigation Officer (CMO) - An appointed employee of the City of Aspen whose charge is to ensure that all aspects of this CMP are followed, and further ensure that the impacts associated with the construction activities within the City of Aspen are effectively managed with impacts associated with this project are the least necessary to accomplish the project. Disturbance Area - A portion of land where topsoil or native soils have been removed for the purposes of construction (development). Best Management Practices (BMP) - Schedules of activities, prohibitions of practices, maintenance procedures, and other management practices to prevent or reduce the pollution of waters of the state. BMP’s also include treatment requirements, operation procedures and practices to control site runoff, spillage or leaks, waste disposal, or drainage from material storage. Tree Dripline and Protection Zone - The radius circle from the center of the tree to the end of the longest branch of the tree. The Protection Zone is delineated on the site logistics plan set forth by Parks Department. Final Stabilization - The point at which uniform vegetative cover has been established with a density of at least 70 percent of pre-disturbed levels. Agreement - Written Agreement between the Owner and Contractor covering the Work to be performed. Owner - The Owner and Developer of the 232 East Main Street property referenced in the document, specifically 232 East Main Street LLC. Contractor - The person, firm or corporation with whom the Owner has entered into the agreement, specifically Centaur Construction Company, Inc. Engineer - The person, firm or corporation named as such in the Agreement. 12/26/2018 Construction Management Plan Subcontractor - The individual or corporation having direct contact with the Contractor, or with other Subcontractors, to complete a portion of the Work at the site. Work - The entire completed construction, or the separate, various identifiable parts, thereof required to be furnished under this agreement. The Work is a direct result of performing services, furnishing labor, and incorporating materials and equipment into the construction as required by the Agreement. 12/26/2018 Construction Management Plan 2.1 Disturbance Area The site is approximately 9.036 square feet encompassing the Northwest corner of East Main Street and Monarch Street in Aspen, Colorado. The proposed building abuts the existing Cortina Motor Lodge building to the West. Public sidewalks on East Main, Monarch, and Alley adjacent to the property will have to be removed and replaced during construction operations and the asphalt road will need to be cut/patched in performance of the building’s utility service work and civil improvements. Soil disturbance shall be kept to a minimum and confined to the footprint of the site and the immediate adjacent sidewalks and alley. The primary construction staging zone shall be limited to the area immediately adjacent to the East side of the site (Reference the attached Site Logistics Plan in Section 5 for locations). 12/26/2018 Construction Management Plan 2.2 Location 232 East Main Street, Aspen, Colorado 12/26/2018 Construction Management Plan 2.3 Description The subject property is located on the NWC of Monarch St. and Main St. in Aspen, CO. The site is currently developed as a Conoco gas station. The redevelopment of the site expands the small retail footprint of the gas station to the zoning code maximum allowed space. The modern and yet rustic form of the redevelopment eases the transition from downtown Aspen to the residential zone along Main St. Adjacent to the subject property is the historic Cortina Motor Lodge. The project pays tribute to the Cortina and it’s residential transitional context by incorporating gable forms into the exterior. The site additionally softens and enlivens the streetscape by replacing concrete paving with abundant, lush landscaping and outdoor patio space. The project will include new utility services consisting of electric, phone, gas, water, and sanitary sewers that will require removal and patching of asphalt/pavers at both the alley behind the property and within the ROW adjacent to the property. Storm water will be managed through the use of underground drywells on site, with a pump to route the 100-year post development storm event up to the alley. 12/26/2018 Construction Management Plan 3.1 Permits The Contractor will apply for and comply with all applicable local, state, and federal licenses and permits applicable to the project. The licenses and permits may include: City of Aspen Contractor License City of Aspen Building Permit City of Aspen Access Infrastructure/Excavation Permit City of Aspen Encroachment License City of Aspen Engineering Department Right of Way Permit City of Aspen Tree Removal/Drip Line Excavation Permit City of Aspen Application for Construction Parking Spaces City of Aspen Temporary Heating Plan Construction Site Safety Rules Regarding Temporary Heat Pitkin County Fugitive Dust Control Plan 12/26/2018 12/26/2018 12/26/2018 12/26/2018 12/26/2018 12/26/2018 12/26/2018 12/26/2018 Construction Management Plan 3.2 Public Notification Public updates will be provided monthly via onsite notices (or as requested by the City of Aspen). The first public notification will occur no later than 10 days prior to construction. The updates will include a description of the current project phase, list any traffic and/or pedestrian impacts and describe the hauling/staging operations. The notification will also be distributed to neighbors located within 300 feet of the project property. The Contractor has designated Brad Hribar as the project representative, the sole point of contact for all communications relative to the project. The project representative will host a pre-construction site meeting in February to discuss the project and summarize the project- specific Construction Management Plan. The Contractor and Subcontractors will attend this meeting. Utility personnel, applicable City departments, the Roaring Fork Transportation Authority, neighboring property owners and the Aspen School District will also be notified. 12/26/2018 Construction Management Plan 3.3 Project Sign The project sign will be posted at the project site in a location where it is readable from the street and shall meet the criteria in City Municipal Code 26.510.030B4 12 “ 15 “ 12/26/2018 Construction Management Plan 3.4 Project Contacts Following is a list of the current Project Team contacts. Other project personnel will be added as they are made part of the Project Team. Owner 232 East Main Street, LLC. 2001 N. Halsted St, Suite 304 Chicago, IL 60614 Tel: 312-850-1680 Fax: 312-850-1685 mhunt@mdevco.com Contractor Centaur Construction 1200 W. Lake St, Suite 200 Chicago, IL 60607 Tel: 312-644-4470 Fax: 312-644-4472 Brad Hribar Project Manager Cell: 312-714-8519 bhribar@centaurco.com Brad Hribar Site Manager- 24hr Emergency Cell: 312-714-8519 bhribar@centaurco.com Architect Modif. Architects Rob Avila 1200 W. Lake St, Suite 200 Chicago, IL 60607 Tel: 773-307-8420 rob.avila@modifarchitecture.com Structural Engineer K.ENG LLC Ken Karston, S. E.,P.E. 1017 W Washington Blvd Chicago, IL 60607 Tel: 312-238-8968 Fax: 312-264-5476 ken@kengsc.com Civil Engineer Sopris Engineering, LLC Yancy T. Nichol, P.E. 502 Main Street Carbondale, CO 81623 Tel: 970-704-0311 ynichol@sopriseng.com MEP Engineer AEC Mechanical Stanton O Humphries, P. E. 40801 US-6 #214 Avon, CO 81620 Tel: 970-748-8520 stan@aec-vail.com 12/26/2018 Construction Management Plan Landscape Architects Bluegreen Sheri Sanzone 300 South Spring Street, suite #202 Aspen, CO. 81611 Tel: 970-379-7869 sheri@bluegreenaspen.com Safety Officer Brad Hribar Cell: 312-714-8519 Erosion Control Officer Brad Hribar Cell: 312-714-8519 Traffic Control Officer A-1 Traffic Control & Barricade, Inc. 32597 Hwy 6 Silt, CO. 81652 Tel: 970-876-0738 Additional Contact Information City of Aspen 970-920-5000 Pitkin County 970-920-5200 Fire Department 970-920-5532 Police Department 970-920-5400 Roaring Fork Transit Authority 970-925-8484 School District 970-925-3760 Aspen Sanitary District 970-925-3601 Aspen Water District 970-920-5110 Aspen Electric 970-920-5148 Holy Cross Electric 970-945-5491 Aspen Valley Hospital 970-925-1120 For ALL EMERGENCIES – CALL 911 12/26/2018 Construction Management Plan 4.1 Dates of Construction The preliminary schedule is based on a February 2019 through February 2020 timeframe. Phase I: February – March 2019 – Environmental Phase II: April – May 2019 - Setup logistics / Demo / Foundations, and Utilities Phase III: June – August 2019 - Structural Framing, Decks, Windows, and Roof Phase IV: September 2019 – February 2020 - MEP’s, Site Work, and Finishes Please reference the attached schedule (Section 4.3) for additional detail. 12/26/2018 Construction Management Plan 4.2 Hours of Construction Year-Round Exterior Construction hours will be limited to: 7:30am-5:30pm Monday through Friday and 9am-5pm Saturday Interior activities may be performed 24hrs per day with certain date restrictions and on an approval basis only. In addition, NO CONSTRUCTION ACTIVITY will take place on the following dates: Any Sunday Monday, February 20th - Presidents Day Saturday, May 27th – Memorial Day Weekend Monday, May 29th – Memorial Day Friday, June 16th- Sunday, June 18th – Food and Wine Classic Tuesday, July 4th – Fourth of July Friday, August 18th – Monday, August 21st USA Pro Cycling Challenge Saturday, September 2nd - Labor Day Weekend Monday, September 4th – Labor Day Thursday, November 23rd – Thanksgiving Day Monday, December 25th- Christmas Day NO EXTERIOR ACTIVITY will take place on Friday, December 21st – Thursday, January 3rd 2018 and Thursday, January 2nd 2019 (Christmas Week). Additional dates may be added per the City of Aspen, however interior work may be permitted with prior approval. Specific indoor activities during restricted periods may be permitted with approval from the City of Aspen Engineering Department; specific conditions will be applied to each project separately. During the off-season 24 hour a day interior work may be permitted within the CRA, the applicant must present a work plan to the City of Aspen Engineering Department and the plan must be approved prior to working outside of the normal construction hours. On Season Time Frame: On seasons are defined as June 1st thru Labor Day and November 15th thru March 31st. Additional restrictions on construction hours and encroachments will be applied for Aspen Special Events. Examples of events that will require additional restrictions include the USA Pro Cycling Challenge and the Farmer’s Market. 12/26/2018 Construction Management Plan Additional restrictions on construction hours will also be applied based on the project’s specific impacts on adjoining properties. This includes limiting work during sales events (for a maximum of two sales events per year), maintaining site lines to these businesses, and providing signage on the construction site advertising the adjacent business. For example, if an adjoining business has an event (such as a semiannual sale) the project will accommodate this adjoining business to ensure the construction activities do no adversely affect that business’s event. Additional dates may be added per the City of Aspen. 4.3 Sequence of Construction The attached schedule is intended to be a “Living Document” and will adjust as required throughout the project duration. 12/26/2018 ID N a m e Du r a t i o n S t a r t F i n i s h 1 23 2 E M a i n 44 8 d a y s 5/ 1 / 1 8 3/ 1 2 / 2 0 2 Pe r m i t P l a n s 12 3 d a y s 5/ 1 / 1 8 11 / 5 / 1 8 3 Su b m i t P l a n s f o r p e r m i t 0 d a y s 11 / 5 / 1 8 11 / 5 / 1 8 4 CO A P e r m i t R e v i e w 99 d a y s 11 / 6 / 1 8 4/ 3 / 1 9 5 No t i f i c a t i o n t o T e n a n t s t o T e r m i n a t e L e a s e 1 d a y ? 1/ 1 / 1 9 1/ 1 / 1 9 6 60 d a y t i m e p e r i o d 42 d a y s 1/ 2 / 1 9 3/ 1 / 1 9 7 Pr o p e r t y V a c a n t 1 d a y ? 3/ 4 / 1 9 3/ 4 / 1 9 8 Ta n k R e m o v a l P e r m i t 13 d a y s 3/ 5 / 1 9 3/ 2 1 / 1 9 9 Co n s t r u c t i o n 22 7 d a y s 4/ 3 / 1 9 3/ 1 2 / 2 0 10 Se t u p L o g i s t i c s 4 d a y s 4/ 4 / 1 9 4/ 9 / 1 9 11 Er e c t F e n c e & S o u n d A b a t e m e n t 4 d a y s 4/ 1 0 / 1 9 4/ 1 5 / 1 9 12 Re m o v e T a n k s 15 d a y s 4/ 1 6 / 1 9 5/ 7 / 1 9 13 Cle a n l e t t e r f r o m S t a t e A g e n c y ` 4 d a y s 5/ 8 / 1 9 5/ 1 3 / 1 9 14 Bu i l d i n g P e r m i t I s s u a n c e 2 d a y s 5/ 1 4 / 1 9 5/ 1 5 / 1 9 15 De m o l i s h E x i s t i n g B u i l d i n g 14 d a y s 5/ 1 6 / 1 9 6/ 5 / 1 9 16 Uti l i t y W o r k 15 d a y s 5/ 1 / 1 9 5/ 2 1 / 1 9 17 Ex c a v a t i o n 8 d a y s 6/ 6 / 1 9 6/ 2 1 / 1 9 18 Sto r m T r a p I n s t a l l 4 d a y s 6/ 2 4 / 1 9 6/ 2 7 / 1 9 19 Fo o t i n g s / F o u n d a t i o n 9 d a y s 6/ 2 8 / 1 9 7/ 1 2 / 1 9 20 Un d e r g r o u n d E l e c t r i c 5 d a y s 7/ 1 5 / 1 9 7/ 1 9 / 1 9 21 Un d e r g r o u n d P l u m b i n g 12 d a y s 7/ 1 5 / 1 9 7/ 3 0 / 1 9 22 Co n c r e t e S l a b o n G r a d e 7 d a y s 7/ 3 1 / 1 9 8/ 8 / 1 9 23 Ex t e r i o r a n d C o r e W a l l s 1 10 d a y s 8/ 9 / 1 9 8/ 2 2 / 1 9 24 Er e c t S t r u c t u r e 6 d a y s 8/ 2 3 / 1 9 8/ 3 0 / 1 9 25 Me z z a n i n e 5 d a y s 9/ 3 / 1 9 9/ 9 / 1 9 26 Co r e a n d E x t e r i o r W a l l s 1 . 5 10 d a y s 9/ 1 0 / 1 9 9/ 2 3 / 1 9 27 Ro o f S t r u c t u r e 8 d a y s 9/ 2 4 / 1 9 10 / 3 / 1 9 35 Sit e W o r k / L a n d s c a p i n g 16 d a y s 9/ 9 / 1 9 9/ 3 0 / 1 9 28 Ro o f 18 d a y s 10 / 4 / 1 9 10 / 2 9 / 1 9 29 Win d o w s a n d E x t e r i o r F a c a d e 8 d a y s 10 / 3 0 / 1 9 11 / 8 / 1 9 30 ME P ' s R o u g h 15 d a y s 10 / 3 0 / 1 9 11 / 1 9 / 1 9 31 In t e r i o r F r a m e / D r y w a l l 24 d a y s 10 / 3 0 / 1 9 12 / 4 / 1 9 32 Sta i r s 8 d a y s 10 / 3 0 / 1 9 11 / 8 / 1 9 34 Ele v a t o r 35 d a y s 10 / 3 0 / 1 9 12 / 1 9 / 1 9 33 ME P T r i m 7 d a y s 12 / 5 / 1 9 12 / 1 3 / 1 9 36 Fin a l B a s e B l d g . C o n s t r u c t i o n & I n s p e c t i o n s 40 d a y s 12 / 2 0 / 1 9 2/ 2 6 / 2 0 37 Ba s e B u i l d i n g C l o s e o u t 10 d a y s 2/ 2 7 / 2 0 3/ 1 1 / 2 0 23 2 E M a i n 5/1 Pe r m i t P l a n s 11 / 5 Su b m i t P l a n s f o r p e r m i t 11 / 6 CO A P e r m i t R e v i e w 1/1 No t i f i c a t i o n t o T e n a n t s t o T e r m i n a t e L e a s e 1/ 2 60 d a y t i m e p e r i o d 3/ 4 Pro p e r t y V a c a n t 3/5 Ta n k R e m o v a l P e r m i t Co n s t r u c t i o n 4/ 4 Se t u p L o g i s t i c s 4/1 0 Ere c t F e n c e & S o u n d A b a t e m e n t 4/ 1 6 Re m o v e T a n k s 5/8 Cle a n l e t t e r f r o m S t a t e A g e n c y ` 5/ 1 4 Bu i l d i n g P e r m i t I s s u a n c e 5/1 6 De m o l i s h E x i s t i n g B u i l d i n g 5/1 Uti l i t y W o r k 6/ 6 Ex c a v a t i o n 6/ 2 4 St o r m T r a p I n s t a l l 6/ 2 8 Fo o t i n g s / F o u n d a t i o n 7/ 1 5 Un d e r g r o u n d E l e c t r i c 7/ 1 5 Un d e r g r o u n d P l u m b i n g 7/ 3 1 Co n c r e t e S l a b o n G r a d e 8/9 Ex t e r i o r a n d C o r e W a l l s 1 8/ 2 3 Er e c t S t r u c t u r e 9/ 3 Me z z a n i n e 9/1 0 Co r e a n d E x t e r i o r W a l l s 1 . 5 9/2 4 Ro o f S t r u c t u r e 9/9 Sit e W o r k / L a n d s c a p i n g 10 / 4 Ro o f 10 / 3 0 Win d o w s a n d E x t e r i o r F a c a d e 10 / 3 0 ME P ' s R o u g h 10 / 3 0 In t e r i o r F r a m e / D r y w a l l 10 / 3 0 St a i r s 10 / 3 0 Ele v a t o r 12 / 5 ME P T r i m 12 / 2 0 Fi n a l B a s e B l d g . C o n s t r u c t i o n & I n s p e c t i o n s 2/2 7 Ba s e B u i l d i n g C l o s e o u t Ma r Ap r Ma y Ju n Ju l Au g Se p Oc t No v De c Ja n Fe b Ma r Ap r Ma y Ju n Ju l Au g Se p Oc t No v De c Ja n Fe b Ma r Ap r Ma y Ju n Ju l Au g Se p Oc t 20 1 9 20 2 0 23 2 E a s t M a i n S t r e e t 1 o f 1 10 / 2 2 / 1 8 12/26/2018 Construction Management Plan 4.4 Adjoining Properties Prior to excavation, the Contractor will develop a comprehensive shoring plan by a State Certified Engineer so as not to endanger any adjacent public street, sidewalk, alley, other public or private property, or easement without supporting and protecting the property from any damage that might result from construction operations. 4.5 Project Fencing All construction areas will be enclosed with a perimeter temporary barricade to create a construction impact containment zone (CICZ). The barricade will be 8 feet in height and be constructed out of concrete jersey barriers with solid plywood walls atop. The plywood walls will be laterally supported to the jersey barriers with steel braces and bolted together to form a continuous visual and sound barrier. The jobsite gates and access points will be constructed of steel framing with a solid plywood painted finish, a minimum of 8 feet in height. Exceptions to this configuration may occur during some activities as needed to facilitate certain construction activities and maintain the safety of the public. The activities include, but are not limited to, shoring/temporary earth retention, utility tie-ins, alley façade/exterior envelope construction. Temporary chain link fencing panels with mesh windscreen may be used as a temporary barrier during these activities. Entrances to the site will be secured with lockable gates. Emergency access points will be kept clear and access will be provided with KNOX fire access box or padlock as coordinated with Parker Lathrop at the local Fire Department. The project construction will be oriented to minimize harm to all aspects of the City of Aspen’s natural environment. The existing trees in the property Right-of-way will be removed and replaced pursuant to City of Aspen Municipal Code 13.20. Reference the attached Site Logistics Plan and Renderings in Section 7.0 for specific information and detailing. 4.7 Parks – Natural Environment 12/26/2018 130 South Galena Street, Aspen, Colorado 81611 Phone (970) 920-5090 Fax (970) 920-5440 Legal Description Block Use of Building FOR CITY USE ONLY Historic Property? HPC Cert. of Appropriateness Lot Area APPROVALS Date FEES Cost Zoning City Use Tax HPC County Use Tax Engineering Zoning Parks Eng System Dev Fire Permit Fee CMP Plan Check Other:REMP Valuation of work $ E-mail Impervious: No. of Additional Parking Spaces: Print Name NOTES Zone District THIS IS A PERMIT ONLY WHEN VALIDATED. WORK STARTED WITHOUT PERMIT WILL BE DOUBLED FEE. Phone No. Snowmelt? Owner Signature (if Owner/Builder) Contractor / Landscaper Engineering Level of Review: NOTICE Phone No. Alternate Phone No. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that the structure and/or project is built in compliance with all applicable codes. Date Pool / Spa? Sq. Ft. of Pool / Spa Description of Work: Area of Disturbance: Pervious: Sq. Ft. of Snowmelt CITY OF ASPEN USE TAX Approved for Issuance by: Date Presubmittal by: Date Application Accepted by: Date Plan Check by: Date Receipt No. & Date Alternate Phone No. Phone No. E-mail E-mail Authorized by: Print Name Date Owner's Authorized Agent Phone No. Landscape Architect / Engineer The General Contractor or Owner/Builder is required to pay a use tax deposit to the City of Aspen of 2.1% on the building permit at the time of issuance. All subpermits pulled under a building permit are paid by this deposit and should not pay use tax. Alternate Phone No. Two sets of 24" x 36" drawings and one set of 11" x 17" drawings, drawn to scale, must accompany this application. Separate permits are required for electrical, plumbing or mechanical, and landscape work. This permit becomes null and void if work or construction authorized is not commenced within 12 months, or if construction or work is suspended or abandoned for a period of 180 days at any time after work has commenced. Owner Contractor Signature PERMIT NO. Parcel ID (call 920-5160) E-mail City of Aspen Landscape / Grading Permit Job Address Best Contact Name/Phone/Cell Phone/E-mail Address Lot Tract or Subdivision yes no noyesyesno Simple Minor Major Residential Commercial yes no wner/Builder) 232 E. Main St. R & S 73 CITY AND TOWNSITE OF ASPEN 273707320008 Brad Hribar - Centaur Construction bhribar@centaurco.com (312) 714-8519 312 East Hyman Avenue LLC 2001 N Halsted St., Suite 304, Chicago, IL 60614 (312) 850-1685 Brad Hribar - Centaur Construction (312) 714-8519 312 644 4470 bhribar@centaurco.com Bluegreen (970) 429-7499 samuel@bluegreenaspen.com Building new construction, removal/replacement of sidewalks, curb ramps, streetscape, and regulatory signage (incl bldg footprint)151,791 828 SF ■ ■ Brad Hribar - Centaur Construction 9/4/2018 232 East Main Street LLC 9/4/2018 12/26/2018 Construction Management Plan 5.1 Right of Way Management Plan The Contractor will use a minimal amount of Right of Way Encroachments requiring no removal of any parking meter(s), light pole(s), etc. Additionally, no parking spaces will be requested or used except for special activities / deliveries and only after approvals received from Engineering and Parking. (Reference attached ROWMP for specific information and detailing) 12/26/2018 10’10’2’9’ 5’40’ FENCE 10’ 8’ GATE 2’2’ 5’ 2’ 10’ 85’ FENCE FENCE 15’ TR U C K S PE D E S T R I A N W A L K W A Y CONCRETE BARRIER JERSEY WITH PLYWOOD ATOP QTY 4 CO N C R E T E B A R R I E R J E R S E Y W I T H P L Y W O O D A T O P QT Y 8 . 5 16’ RIGHT OF WAY MANAGMENT PLAN RIGHT OF WAY MANAGEMENT PLAN Existing Sidewalk (2,685 sq ft) Total Area of encroachment. (1,245 sq ft) 12/26/2018 Construction Management Plan 5.2 Emergency Vehicle Access & Ordinance 35 The Contractor will maintain continuous emergency vehicle access for police, fire, and ambulance services on and around the site and will comply with Ordinance No. 35, Series of 2002 (4 pages). A copy of Ordinance is included on the following page for reference. Emergency services will be notified of this project and offered the option of site tours for orientation on project access. 5.3 Construction Parking Parking will be not be provided. Project management staff, specific trade subcontractors, inspectors, and visitors will be encouraged to secure parking outside the City limits and utilize the Roaring Fork Transit Authority System (RFTA), carpool, vanpool, paid shuttle, or other means to access the site. The Contractor may request permits from the City of Aspen for specific parking spaces/area for use by the Contractor and/or Subcontractors involved in the construction process. Included after Ordinance No. 35 No construction parking will be permitted within the free two-hour residential parking areas without a valid permit. 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 5.4 Staging Areas There will be minimal staging on the project as the project is managed as an On-Time Delivery method project. All subcontractors and suppliers will deliver materials on a daily or weekly basis as required. Mobile cranes and electric tower cranes will be utilized during the construction process. All deliveries will be scheduled with Site Superintendent in advance and coordinated to minimize impact to surrounding community. Site staging areas will be located along the East side of the project on Monarch Street within the CICZ. Estimated truckloads to and from the site: Mobilization, Demo, Excavation, Utilities = 150 Concrete = 45 MEP, Windows, Roof, Finishes = 60 Reference the attached Site Logistics Plan in Section 5.6 for specific information and detailing. 5.5 Right of Way Limitations Limitations for Encroachment Zones: There are seasonal limitations for temporary encroachments (Refer to Encroachment Zone Map, Central Resort Area and Commercial Core Area Map). These limitations include the following: Red Zone: Five-foot encroachment allowed on the mall during the on season. For areas abutting a street, a 15-foot encroachment will be allowed during the on season. For corner lots, only one side of the building will be permitted an encroachment during the on season. Sites will be limited to one on season encroachment. Orange Zone: A fifteen-foot encroachment will be allowed during the on season. For corner lots, only one side of the building will be permitted an encroachment during the on season. Sites will be limited to two on season encroachments. Yellow Zone: A fifteen-foot encroachment will be allowed during the on season. For corner lots, only one side of the building will be permitted an encroachment during the on season. Sites will be limited to three on season encroachments. The City may allow for larger encroachments if the site can demonstrate the benefits of doing so.; On Season Times Frame: On seasons are defined as June 1st thru Labor Day and November 15th thru March 31st. 12/26/2018 232 E. MAIN 12/26/2018 S ORIGINAL ST N 3RD ST LA CET L N E COOPER AVE L O NE P I N E R D M A T C H L E S S D R SPRUCE ST N 4TH ST U T E A V E BRENDEN CT W HOPKINS AVE E HOPKINSAVE N GALENA ST REGENTST N 2ND ST VINE ST DEAN ST RIO GRANDE PL S 1ST ST N GARMISCH ST SOUTH AVE ALLEY OAK LN L A C E T C T CLEVELAND ST N MONARCH ST S HUNTER ST S 3RD ST N 1ST ST S GALENA STS MONARCH ST S WEST END ST S ASPEN ST S 2ND ST S MILL ST S SPRING ST S GARMISCH ST ALLEY N MILL ST PARK AVE S 4TH ST W BLEEKER ST N S P RIN G S T BAYST W MAIN ST ALLEY E SNARK ST JUSTICE EXWY DALEAVE E FRANCIS ST E HYMAN AVE NEALE AVE ALLEY E BLEEKER ST TRAINORS LNDG ALLEY S SPRING ST OBERMEYERPLACE DR GI B S O N A V E R E C Y C L E C I R DEAN ST N RIVERSIDE AVE ALLEY LIBRARYALLEY ALLEY SUMMIT ST V I N E S T W FRANCIS ST W HYMAN AVE E DURANT AVE E MAIN ST ALLEY PA R K CIRALLEY E COOPER AVE ALLEY ALLEY W HALLAM ST ALLEY ALLEY E BLEEKER ST E HOPKINS AVE ALLEYGILBERT ST ALLEY DEAN ST E HALLAM ST C O W E N H O V E N C T W COOPER AVE MINERSTRAIL RD JUAN ST QUEEN ST MIDLAND AVE ART PKY PARK CIR ASPEN MTN RD W A L N U T S T KING ST AJAX AVE A S P E N M T N C U T O F F R D RACE ST C O T T O N W O O D L N LITTLECLOUD TRL PU PPY S MITH ST S RIVERSIDE AVE M A PLE LN WATERS AVE Central Resort Area and Commercial Core Area Map Central Resort Area Commercial Core Area 232 E. MAIN 12/26/2018 Construction Management Plan 5.6 Site Plan, Demo, and Waste Management Project material storage, portable restrooms, site office, waste management and recycling containers will be located within the construction impact containment zone (CICZ) in proximity to the North most gate for minimal-impact servicing. These units will be then located within City ROW as the development occupies the full lot at grade level. Materials, both conventional and construction related will be recycled on site in accordance with City of Aspen Municipal Code 26.575.060 and as follows: Project site conventional recycling of co-mingled materials (plastics #1-#7, tin, aluminum, and glass) and cardboard will have an assigned area and be separated on-site during the project. These materials will not be disposed of in the trash. During Demolition, recycling and/or salvaging will occur. Concrete and scrap metals will be sorted and kept onsite in an assigned area or off-site verification records will be maintained and be made available to the City of Aspen as deemed appropriate. All trash receptacle containers that is used for food refuse on-site will be constructed in such a manner as to render it bear-proof. All containers will be adequately covered at all times until transferred to the landfill. Accumulated debris, litter, and/or trash will be contained so as not to blow or scatter onto adjoining properties. An onsite hazardous material spill cleanup kit, containing a 25-pound bag of Floor-Dri (or equal), absorbent pads, and other spill kit materials will be kept onsite at all times. Reference the attached Site Plan, Demolition Plan, and Waste Management Plan for specific information and detailing. Renderings are located in Section 7.0. 12/26/2018 SITE LOGISTICS PLAN 10’10’2’9’5’40’ FENCE 10’ 8’ GATE 2’2’ 5’ 2’ 10’ 85’ FENCE FENCE 15’ TR U C K S PE D E S T R I A N W A L K W A Y CONCRETE BARRIER JERSEY WITH PLYWOOD ATOP QTY 4 CO N C R E T E B A R R I E R J E R S E Y W I T H P L Y W O O D A T O P QT Y 8 . 5 16’ 12/26/2018 OPRIS ESNGINEERING, LLC. CIVIL CONSULTANTS 16016.02JOB NO. DATE:09-06-18 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 SITE PLAN DESIGNED BY DRAWN BY CHECKED BY KTS DATE REVISION C.1.03 DRAWING NO. TITLE G: \ 2 0 1 6 \ 1 6 0 1 6 \ C I V I L \ C I V I L D W G S \ P L O T \ 0 2 - P E R M I T S E T \ 3 - S I T E 1 6 0 1 6 . 0 2 . D W G - S e p 0 5 , 2 0 1 8 - 5 : 2 5 p m IS S U E F O R B U I L D I N G P E R M I T 23 2 E A S T M A I N S T R E E T AS P E N , C O L O R A D O KTS Know what's R 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 10 GENERAL NOTES: 1.EXISTING CONDITIONS ARE BASED ON IMPROVEMENT SURVEYS PERFORMED BY SOPRIS ENGINEERING IN MARCH, 2016 AND JUNE, 2018. 2.THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, LOCATES, OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 3.ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 4.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE SITE BOUNDARIES AND SPECIFIED RIGHT OF WAY. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER OR DEVELOPMENT REPRESENTATIVES. 5.CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE UTILITY PROVIDER. EXISTING LEGEND EXISTING PROPERTY LINE PROPOSED LEGEND PROPOSED BRICK (RE: LANDSCAPE DRAWINGS) PROPOSED CONCRETE PROPOSED SAWCUT PROPOSED LANDSCAPE (RE: LANDSCAPE DRAWINGS) PROPOSED BUILDING PROPOSED ASPHALT PROPOSED EASEMENT JKS PROPOSED SNOWMELTED CONCRETE PROPOSED SNOWMELTED BRICK (RE: LANDSCAPE DRAWINGS) 12/26/2018 Know what's R 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 10 XWL XWL XEL XEL XUT XUT XGAS XGAS XSA XSA XTV XTV OPRIS ESNGINEERING, LLC. CIVIL CONSULTANTS 16016.02JOB NO. DATE:09-06-18 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DEMOLITION PLAN DESIGNED BY DRAWN BY CHECKED BY KTS DATE REVISION C.1.02 DRAWING NO. TITLE G: \ 2 0 1 6 \ 1 6 0 1 6 \ C I V I L \ C I V I L D W G S \ P L O T \ 0 2 - P E R M I T S E T \ 2 - E X C O N D S - D E M O 1 6 0 1 6 . 0 2 . D W G - S e p 0 5 , 2 0 1 8 - 5 : 2 1 p m IS S U E F O R B U I L D I N G P E R M I T 23 2 E A S T M A I N S T R E E T AS P E N , C O L O R A D O KTS DEMO NOTES: 1.EXISTING CONDITIONS ARE BASED ON IMPROVEMENT SURVEYS PERFORMED BY SOPRIS ENGINEERING IN MARCH, 2016 AND JUNE, 2018. 2.THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, LOCATES, OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 3.ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 4.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE SITE BOUNDARIES AND SPECIFIED RIGHT OF WAY. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER OR DEVELOPMENT REPRESENTATIVES. 5.CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE UTILITY PROVIDER. 6.CONSTRUCTION BMP'S TO BE INSTALLED PRIOR TO COMMENCEMENT OF DEMOLITION ACTIVITY TO PROVIDE PROTECTION OF EXISTING DOWNSTREAM STORM INLETS AND PREVENT SEDIMENT FROM ENTERING THE CITY'S STORM DRAIN SYSTEM. 7.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE SIZE, DEPTH, MATERIAL TYPE, AND CONDITION OF EXISTING UTILITIES AT TIE IN AND ABANDONMENT LOCATIONS. 8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS NECESSARY TO PROPERLY REMOVE EXISTING SITE INFRASTRUCTURE. EXISTING LEGEND EXISTING PROPERTY LINE EXISTING ELECTRIC MANHOLE EXISTING STORM MANHOLE EXISTING SEWER MANHOLE EXISTING TELEPHONE MANHOLE EXISTING UTILITY MANHOLE EXISTING GUY WIRE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING CURB STOP EXISTING GAS METER EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING SEWER CLEANOUT EXISTING LIGHT POLE EXISTING SIGN EXISTING STORM INLET EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING PROPERTY LINE EXISTING WATER MAIN EXISTING SANITARY SEWER MAIN EXISTING UNDERGROUND ELEC EXISTING UNDERGROUND GAS EXISTING UNDERGROUND TELE EXISTING STORM SEWER EXISTING UNDERGROUND CABLE LINE EXISTING CONCRETE REMOVAL EXISTING ASPHALT REMOVAL EXISTING CURB & GUTTER REMOVAL DEMO LEGEND EXISTING BUILDING REMOVAL PROPOSED SAWCUT JKS 12/26/2018 10’10’2’9’5’40’ FENCE 10’ 8’ GATE 2’2’ 5’ 2’ 10’ 85’ FENCE FENCE 15’ TR U C K S PE D E S T R I A N W A L K W A Y CONCRETE BARRIER JERSEY WITH PLYWOOD ATOP QTY 4 CO N C R E T E B A R R I E R J E R S E Y W I T H P L Y W O O D A T O P QT Y 8 . 5 16’ WASTE MANAGEMENT PLAN MOBILE RECYCLING DUMPSTER SPILL KIT CONCRETE WASHOUT PORTABLE RESTROOMS FOOD REFUSE (BEAR PROOF) WASTE MANAGEMENT PLAN 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 6.1 Traffic Control All traffic control operations will be managed by the designated Certified Traffic Control Supervisor. 6.2 Haul Routes The Contractor will direct all hauling-related activities Monday thru Friday to the City of Aspen’s designated project Haul Route throughout the City. The Site haul route is oriented to minimize traffic congestion and maximize pedestrian safety. Vehicle weight will not exceed 65,000 pounds. All deliveries will be coordinated with the Contractor’s Superintendent in accordance with approved delivery times. Saturday hauling by City of Aspen Engineering approval only. 12/26/2018 Construction Management Plan 6.5 Traffic Control Plan The primary delivery entrance and exit point will be at the South gate on Monarch. Vehicles will enter and exit from the same gate: Reference the attached Site Logistics Plan Section 7.0 for specific information and detailing. Traffic control required for major deliveries will be coordinated with the City of Aspen Engineering and Parking Departments. All required traffic control personnel and signage will be in place prior to vehicle entrance. The Contractor will be responsible for dispatching all offsite delivery vehicles to the onsite staging area and coordinate prompt offloading so as not to allow backup of vehicles in the public right-of-way. Delivery and Heavy-Duty Vehicles must have a visible sign on the vehicle that specifies the project contractors name and phone number. Any partial road or right-of-way closures that may be required for utility work will be coordinated through the City of Aspen Engineering, Police, and Parking Departments. Public Notices will be posted a minimum of 48 hours prior to any temporary roadway closure. A minimum of a single traffic lane shall remain open at all times. Any open trenches will be covered with steel plates during non-working hours when practical to allow for overnight through traffic. Roads will not be closed under any circumstances, unless granted permission from the City of Aspen Engineering Department. 12/26/2018 12/26/2018 Construction Management Plan 7.0 Pedestrian Protection The plan is developed in compliance with pedestrian safety per City of Aspen code 21.04.060, MUTCD Chapter 6D, the Americans with Disability Act, and IBC Chapter 33. Pedestrians are routed around the project site via the alternate pedestrian walkway route that is delineated by the jersey barriers for a convenient, safe, and accessible path around the construction impact containment zone. Ramps from existing sidewalks to street asphalt will be incorporated for continuity of accessible paths for pedestrians. The walkways will not extend beyond the back of the existing parking spaces and pedestrian flow and construction traffic will only interact at barrier extents which will be closely monitored by traffic control personnel and proper signage. No crane loads will be maneuvered over walkways when in use. The pedestrian walkways will be temporarily closed and pedestrians routed across the street during major deliveries, utility crossings, and/or any other activity that may endanger the public. The Contractor will be responsible for snow removal directly adjacent to the pedestrian walkways. Reference the attached Site Logistics Plan and renderings on the following page for specific information and detailing. 12/26/2018 SITE LOGISTICS PLAN 10’10’2’9’5’40’ FENCE 10’ 8’ GATE 2’2’ 5’ 2’ 10’ 85’ FENCE FENCE 15’ TR U C K S PE D E S T R I A N W A L K W A Y CONCRETE BARRIER JERSEY WITH PLYWOOD ATOP QTY 4 CO N C R E T E B A R R I E R J E R S E Y W I T H P L Y W O O D A T O P QT Y 8 . 5 16’ 12/26/2018 12/26/2018 12/26/2018 12/26/2018 12/26/2018 Construction Management Plan 8.0 Sediment and Erosion Control A Storm Water Pollution Prevention Plan has been attached. The Contractor has designated a Certified Erosion Control Supervisor to oversee all activities relating to Storm Water Management. No on site stockpiles are anticipated. Mud tracking ramps will not apply to this project. It is anticipated that vehicles will remain on paved surfaces. Paved areas shall be left in a broom clean condition and vehicle wheels shall be cleaned off prior to exiting the site. Heavy vehicle traffic shall be discouraged on muddy days. On site concrete washout shall be discouraged. In the event that this cannot be complied with, then an on-site washout station shall be installed to contain any on- site washout. Contractor will maintain an on-site hazardous material spill cleanup kit that contains at a minimum a 25 pounds bag of Floor-Dri or equal absorbent pads and their spill kit materials. City inlets, gutters, swales and irrigation ditches will be protected with erosion control devices and such protection maintained until final stabilization has been achieved. This plan shall be actively communicated to the workforce and consistently updated. On-site internal inspections shall occur at the minimum frequency of once every ten (10) calendar days and as soon as practical after every storm water event. Reference the attached Storm Water Management Plan on the following page for specific information and detailing. 12/26/2018 10’10’2’9’5’40’ FENCE 10’ 8’ GATE 2’2’ 5’ 2’ 10’ 85’ FENCE FENCE 15’ TR U C K S PE D E S T R I A N W A L K W A Y CONCRETE BARRIER JERSEY WITH PLYWOOD ATOP QTY 4 CO N C R E T E B A R R I E R J E R S E Y W I T H P L Y W O O D A T O P QT Y 8 . 5 16’ STORMWATER MANAGEMENT PLAN STORMWATER MANAGEMENT PLAN DISTURBANCE AREA (Outside perimeter to be contained by a combination of concrete curb, straw wattles, and/or slit fencing) BROOM SWEPT ASPHALT SPILL KIT CONCRETE WASHOUT CONTAINER PERIMETER BARRICADE/ FENCE - BROOM SWEPT VALLEY CURBS - MAINTAIN UNINTERRUPTED FLOW AT ALL VALLEY CURBS SEDIMENT FILTER BAG 12/26/2018 Please indicate location and BMP for adjacent inlets. Straw wattles and silt fencing cannot be adequately installed on paved surfaces, if the intent is to place BMPs on such a surface please select an alternate. Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 9.0 Fugitive Dust Control The Contractor has included the Pitkin County Fugitive Dust Control Plan to the Pitkin County Environmental Health and Natural Resources Department for approval. In addition, the following methods and procedures will be implemented: Dust Control: Dust Control is considered an integral part of the work. Control will be provided from the start of construction until the work is complete. Watering: For all construction within the site, the Contractor will have water available for dust control. Wetting will be done as required until final wearing courses and landscape are completed. For utility construction dust control may be accomplished from an on-site water source. Vehicle Speed Control: Construction vehicles will not exceed 15 mph within the property. Vehicle Tracking Control: Contractor will provide for the cleaning of truck tires exiting onto the street and sweeping of any sediment that tracks onto the public street as required. Re-vegetation: None required. Hardscape shall be replaced as soon as feasible. Contractor’s Contact (24 Hour) Centaur Construction Company, Inc. Brad Hribar Project Manager 1200 West Lake Street, Suite 200 Chicago, IL 60607 Cell: (312) 714-8519 12/26/2018 2-13-08 1 PITKIN COUNTY FUGITIVE DUST CONTROL PLAN Property Owner(s): Property Address: Zip Code: Parcel ID: Contact Person: Phone Number: Email Address: Fax Number: Describe the development activity: Total area of land in project: Acres Date earthmoving will commence: Stop: Total area subject to earthmoving: Acres Total disturbed area at any one time: Acres Area to be paved (roads, parking lots):Acres Date paving will be completed: Estimated time to complete entire project (includes buildings): List any known or suspected contaminants in the soil: Check the dust control measures which you propose to implement: I. Control of Unpaved Roads on Site Watering Frequent (Watering frequency of 2 or more times per day) As needed Application of Chemical Stabilizer Vehicle Speed Control Speeds limited to MPH maximum. Speed limit signs must be posted. (Generally 30 mph is maximum approvable speed on site.) Gravelling II. Control of Disturbed Surface Areas on Site Watering Frequent (Watering frequency of 2 or more times per day) As needed Application of Chemical Stabilizer Covering Large Mounds of Soil Exposed for >24 Hrs Vehicle Speed Control Speeds limited to MPH maximum.Speed limit signs must be posted. Revegetation Seeding with mulch Seeding without mulch Furrows at Right Angle to Prevailing Wind Depth of furrows Inches (must be greater than 6") 232 East Main Street, LLC 81611232 East Main Street Aspen, CO 2737-073-20-008 Brad Hribar 312-714-8519 bhribar@centaurco.com 312-644-4472 Demolition of existing single story structure and construction of new one story structure on same lot. .13 04/01/2019 .14 .02 .02 10/14/2020 11/01/2020 Old Gas station with tanks UG. 15 12/26/2018 2-13-08 2 Compaction of Disturbed Soil on a Daily Basis to Within 90 % of Maximum Compaction (As determined by a Proctor Test). Foundation areas only All disturbed soil. Wind Breaks Type: (E.g., snow fence, silt fence) Synthetic Or Natural Cover For Steep Slopes. Type: (E.g., netting, mulching) III. Prevention of Mud and Dirt Carried Out Onto Paved Surfaces. Prevention Gravel Entryways Washing Vehicle Wheels Other: Cleanup of Paved Areas Frequency: Times Per Day Street Sweeper Hose With Water Other: List Any Other Control Methods: I agree to institute and maintain these fugitive dust controls at all times during development. I further acknowledge and agree that I may be required to supplement or modify the controls specified above during the course of my project if conditions warrant (e.g., more frequent watering during periods of prolonged drought). Signature of Person Responsible for Implementing Plan: Date Name (please print) Title Submit this form to: Pitkin County Environmental Health & Natural Resources 0405 Castle Creek Rd., Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 www.aspenpitkin.com/ehnr FOR COUNTY USE ONLY: Approved ___________ Denied ______________ By: ______________________________________________ Date: _________________, 20 ____ f P R ibl f I l ti Site Barricade 09/06/2018 Brad Hribar Project Manager 12/26/2018 Construction Management Plan 10.0 Emissions All equipment used on-site will be properly maintained so that the engines will function within manufacturer’s standards or parameters. Emission 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 to exceed 10 seconds (exception being drill rigs). All trucks and equipment will have emissions permits up to date before starting the project. 12/26/2018 Construction Management Plan 11.0 Noise Management The noise limit for construction is 80 decibels measured at the property line of the construction site except during the “On Season” Summer Time Frame: June 1st thru Sept. 5th Labor Day for which 70 decibels will be observed. All construction equipment will be adequately muffled and maintained to suppress noise. The installation of noise barriers is the minimum technique to suppress noise, especially when jack hammering of concrete occurs. Noise monitoring (using professional equipment) will be performed and recorded for the City’s Construction Mitigation officer to monitor and review online. All activities that generate noise in excess of 80 decibels will comply with the noise suppression plan and are restricted to operating between the hours of 9am and 5pm Monday through Friday. Prior approval from the City of Aspen will be required in the instances where it may be necessary to work outside of these hours with equipment that exceeds the noise standards. Neighbors within three hundred (300) feet of the project shall be notified in writing a minimum of seven (7) days prior to the start of the project for any activities anticipated to exceed 80 decibels. Efforts shall be made to maintain open communications with the adjacent stakeholders. Equipment will be operated in accordance with manufacturer’s specifications and with all standard manufacturers’ mufflers and noise-reducing equipment in use and in properly operating condition. Notices will be posted to inform workers, including sub-contractors, about the basic noise requirements, as well as specific noise restrictions, to the project. Noise barriers will be utilized around all equipment/activities specified in Table 1. 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. Portable loud equipment including generators, compressors and cement mixers will be strategically located to reduce impacts on individual neighbors. The use of hand radios on-site prior to 8am is not permitted. 12/26/2018 Construction Management Plan City of Aspen Construction Noise Suppression Plan As the General Contractor for this construction project, I _Brad Hribar________ hereby agree to the following restrictions and will provide the necessary noise suppression (outlined below), such that it will lessen the impact to the properties within 300 feet of the project located at _____232 East Main Street . I understand that if any construction activities exceed 80 decibels and are not covered by this document I will contact the City of Aspen Environmental Health Department to design a specific noise suppression plan for those activities. _______________________________ _Brad Hribar___________________ Signature Print name On-site Contact Phone # _(312) 714-8519__________________ Many activities on construction sites are noisy. Although some noise may be unavoidable, it can often be controlled using improved work practices. Builders should make all reasonable efforts to minimize noise. Noise Suppression plans are required for all construction projects where activities will generate noise that exceeds 80 decibels. Section 18.04.050(A)(2)(d) Hours of operation All construction activity is limited to the following days and times: Monday thru Friday Saturday Sunday 7:30 am to 5:30 pm 9:00am to 5:00 pm No construction work is allowed Constructions activities producing noise greater than 80 decibels are limited to the following days and times: Monday thru Friday 9:00 am to 5:00pm Work that is over 80 decibels which by law requires a noise suppression plan will not be allowed for Saturday work 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. Construction activity is not allowed during all federal holidays. Due to the congestion in Aspen when town is completely full, noise suppression plans will not be approved for the following dates: Christmas Week (December 25 through Jan. 1), Food and Wine Week in June (Friday thru Sunday), 4th of July day and/or weekend if it falls on a Friday or Monday, and Labor Day weekend. 12/26/2018 Construction Management Plan 11.3 Noise Limits and Suppression Requirements • Projects are limited to 70 decibels (dB) at the property line during the summer on season. • In addition to the decibel limit listed above, projects located on the Mall will be limited to 70 decibels (dB) at the property line during the winter on season. • All other times projects will be limited to 80 decibels (80dB) at the property line. On Season Summer Time Frame: June 1st thru Labor Day On Season Winter Time Frame: November 15th thru March 31st. Allowances of an additional 10 dB from the limits above will be made for short durations. However, under no circumstance can the decibel limit exceed 80 dB at the property line. Allowance for an excess noise exception from the above limits will be reviewed by the City Engineer. Criteria for the exemption include: • Where it is in the interest of public safety • Public infrastructure work within the Right of Way • Other activities within the Right of Way where there is no other reasonable alternative • Short duration residential roofing repair projects Work associated with any allowances described above will not be permitted to start before 9am on weekdays and will not be permitted on Saturdays. Sites will be required to 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 12/26/2018 Construction Management Plan TABLE 1: NOISE CONSTRUCTION EQUIPMENT AND NOISE SUPPRESSION PLANS Equipment Category Typical 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 Vibratory roller Flexible mounting for pump compartment Joint Cutter Anti-vibration mounting fixtures Dropping From Height (re-roofing) When dropping materials from a height—for example, into or out of a 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 Formwork use rubber mallets to erect and dismantle 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. 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 12/26/2018 Construction Management Plan 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 hall be enclosed with shields or acoustical barrier enclosures. Concrete crushers or pavement saws Pre-augur pile holes to reduce the duration of impact or vibratory 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 hand power tools All pneumatic tools operated in the City of Aspen must be fitted with an effective silencer on their air exhaust port. Noise Blocking Methods Contractors will require all subcontractors and vendors to use: Quieter vs. Louder equipment "Residential" grade combustion engine exhaust silencers Electrical vs. pneumatic hand power tools: All pneumatic tools operated in the City of Aspen must be fitted with an effective silencer on their air exhaust port. 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. 12/26/2018 Construction Management Plan 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. 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 12/26/2018 Construction Management Plan 11.4 Noise Level Measurements and Monitoring Noise level measurements shall be made with a sound level meter using the “A” weighting scale set on “slow” response. Measurements shall be taken at the property line of the site. The meters shall be used according to manufacturer specifications. Background noise levels may be taken for comparison with a given source for accuracy of a measurement. Extraneous or momentary spikes in the background noise readings shall not be used to compare with the source noise readings. Enforcement actions will be taken if the source of the noise is greater than the permissible levels. Major construction sites that require reinforced earth stabilization will be required to perform continued noise monitoring. Additionally, sites that receive two correction notices or one red tag for noise violations will be required to provide continued noise monitoring. This monitoring must be recorded and be made available remotely through on-line access to the City’s Construction Mitigation Officer. Reference the attached information for the noise monitoring device on the following page. 12/26/2018 Highlights For permanent and semi-permanent outdoor noise monitoring where remote access is required, the NMS043 is an excellent choice. When you need online access to noise data for monitoring construction noise, nuisance noises, transpor- tation noise or other unwanted noises, the NMS043 will reliably do the job. The base system provides a class 1 noise monitor with an embedded PC to manage remote communication and data. The NMS043 is also available with an optional industrial grade 4G gateway (modem) that enables high speed wireless communication with the noise monitor. The NMS043 enclosure is designed with shelves to easily accommodate a variety of components so it can be configured to meet unique requirements. To make a complete noise monitoring system using the NMS043 add AC power, Internet or a SIM card for the optional gateway (modem), a mounting structure for the case and microphone. Available configurations: n Complete noise monitoring system n Wireless remote monitoring (optional) n Designed for permanent outdoor use n Includes website template for use on your own website n Mount to tilt-down pole (TRP019) , temporary pole (TRP020), wall, or wooden pole n Easy to maintain and service n US and international configurations available Applications n City noise n Construction noise n Airport noise n Nuisance noise monitoring n Noise ordinance compliance NoiseTutor - Permanent Pole or wall mounted noise monitor with real time alerts and web publishing Configuration Gateway (modem)Mounts to NMS043 TRP019 or TRP020 NMS043-MDM-U/E Included TRP019 or TRP020 NMS043-OPT1 Wall or wooden pole NMS043-OPT1-MDM-U/E Included Wall or wooden pole Larson Davis Toll-Free in USA 888-258-3222 716-926-8243 www.larsondavis.com NoiseTutor Model NMS043 12/26/2018 Part number –U configured for US cellular service and –E for Europe and rest of world. 3425 Walden Avenue, Depew, NY 14043-2495 USA Phone 716-926-8243 Toll-Free in USA 888-258-3222 Fax 716-926-8215 E-mail sales@larsondavis.com Web Site www.larsondavis.com ISO 9001 CERTIFIED © 2016 PCB Group, Inc. In the interest of constant product improvement, specifications are subject to change without notice. PCB, and ICP are registered trademarks of PCB Group Inc., SoundTrack LXT, Spark and Blaze are registered trademarks of PCB Piezotronics, Inc. HV Manager is a trademark of PCB Piezotronics, Inc. All other trademarks are property of their respective owners. LD-NMS043-0616 Printed in U.S.A. For environmental noise monitoring and building acoustics, Larson Davis offers a full line of instruments, accessories and software. For personal noise and vibration exposure monitoring, Larson Davis complements this with sound level meters, personal noise dosimeters, human vibration meters, audiometric calibration systems and hearing conservation programs. Visit www.larsondavis.com to locate your nearest sales office NoiseTutor Model NMS043 Specifications Physical Height 20 in (51 cm) Width 18 in (46 cm) Depth 10.5 in (27 cm) Weight (including batteries) NMS043 62 lbs. (28 kg) NMS043-OPT1 67 lbs. (30 kg) NMS043-MDM-U/E 64 lbs. (29 kg) NMS043-MDM-OPT1-U/E 69 lbs. (31 kg) Batteries only 27 lbs. (12 kg) Environmental Operating Temperature - 40 °F to 140 °F (- 40 °C to 60 °C) Operating Humidity 0 to 99% relative humidity, non-condensing Power Internal Batteries 2 x 12 V, 21 Ah, SLA batteries Battery Runtime >24 hours continuous operation with modem AC Input Voltage 90 to 240 V, 50-60 Hz Industrial PC CPU Speed 1.6 GHz Intel Atom Memory (RAM)2 GB Storage 80 GB solid state disk Operating System Microsoft Windows 7 Professional EPS043-OPT1 Option Mount 4 ea. of 5/16 x 3.5 inch lag bolts + frame NMS043 Included Items 831 Model 831 Sound Level Meter 831-ELA Exceedance logging option for Model 831 831-LOG Logging option (20 ms to 24 hr.) for Model 831 831-OB3 1/1 & 1/3 Octave analysis for Model 831 EPS043 NEMA4X fiberglass enclosure with surge suppressor EPS2116 Outdoor protection for microphone & preamplifier ADP100 Adapter to mount EPS2116 on TRP019/20 FITPC-NT Industrial grade PC with Windows 7, includes SWW-DNA-NT NoiseTutor software PRM2103-FF Outdoor preamplifier and free field microphone CBL203-20 Cable from PRM2103-FF to 831, 20 ft (6 m) BAT011 2 x 21 Ah batteries 1125.0016 Small, wireless keypad 1980.0001 LCD display, 7 inch PSA032 Battery charger for 12 V batteries Surge suppressor Cables CBl138, CBL166, CBL219, CBL221, 0616.0096, 0621.0107, S0616.0001 User supplied Web server for hosting website NMS043-OPT1 Included Items NMS043 Base NMS043 system EPS043-OPT1 Option to mount EPS043 to wooden pole or wall NMS043-MDM-U/E Included Items NMS043 Base NMS043 system COM-RV50-DC-U/E 4G Sierra Wireless modem COM-ANT-HG 2 x high gain antennas 621.0109 CAT5 network cable, 1.5 ft (46 cm) User supplied SIM card with data and messaging plan NMS043-OPT1-MDM-U/E Included Items NMS043-MDM-U/E Base NMS043 system with modem EPS043-OPT1 Option to mount EPS043 to wooden pole or wall Optional Accessories EPS043-BAND Stainless steel security band for EPS043 426A12-NPT Connecting pipe for 426A12 to TRP019/20 (1½”x27” ISO 228-1 to NPT thread adapter) SWW-DNA-NT-CS NoiseTutor option to add continuous sound recording SWW-DNA-NT-EV NoiseTutor option to add event processing. Requires SWW-DNA-NT-CS for event sound recording Related Products TRP019 Aluminum tilt-down pole, 17 ft (5.2 m) TRP020-10 Portable, heavy duty tripod, 10 ft (3 m) TRP020-15 Portable, heavy duty tripod, 15 ft (4.6 m) TRP020-20 Portable, heavy duty tripod, 20 ft (6 m) Compliance IEC 61672-1 (2002) Class 1 and ANSI S1.4-2014 IEC 61010-1 (2001) Safety CE 12/26/2018 Construction Management Plan 12.0 Enforcement A City Construction Manager will be assigned to the project. The City Construction Manager will conduct random site visits to determine if the project is following the approved CMP and the City requirements. The officer is not intended to take the place of the City of Aspen Building Inspector. The City of Aspen will enforce construction mitigation as follows: 1. The first corrective action is a verbal warning and explanation of the violation with time frame for correction 2. The second corrective action is a written warning or correction notice with time frame for compliance 3. The third and final notice is a “Stop Work Order” (red tag). If a stop work order is issued no more work can be completed until the violation is corrected Failure to correct violations and/or any threat to public safety could subject the owner, contractor or both to a maximum penalty of up to a year in jail and/or a fine of up to $2,650 for each violation. Each day a violation continues is a separate offense determined by the municipal court. The Construction Mitigation Officer will complete construction inspection reports. All reports are public and will be kept in the City Engineering Asset Management Department. 12/26/2018