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39A-045 Mt Tom Rd-Determination of ApplicablityImportant: When filling out forms on the computer, use only the tab key to move your cursor do not use the return key. _X Massachusetts- aepartment of Environmental Protection Bureau _of_Resource_P_r_otection_ Wetlands Northampton City/Town WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 3, A. General Information 1. Applicant: Albert R. Stegemann, P.E. District 2 Highway Director Name 811 North King Street Mailing Address Northampton City/Town (413) 582 -0599 Phone Number 2. Representative (if any): Massachusetts Highway Department, District 2 Office Firm Timothy Meyer, District Environmental Engineer Contact Name 811 North King Street Mailing Address Northampton City/Town (413) 582 -0543 Phone Number E -Mail Address MA State (413) 582 -0596 Fax Number (if applicable) Timothy.Meyer @mhd.state.ma.us E -Mail Address MA State (413) 582 0596 Fax Number (if applicable) 01060 Zip Code 01060 Zip Code B. Determinations 1. I request the Northampton make the following determination(s). Check any that apply: Conservation Commission a. whether the area depicted on plan(s) and /or map(s) referenced below is an area subject to jurisdiction of the Wetlands Protection Act. b. whether the boundaries of resource area(s) depicted on plan(s) and /or map(s) referenced below are accurately delineated. c. whether the work depicted on plan(s) referenced below is subject to the Wetlands Protection Act. d. whether the area and /or work depicted on plan(s) referenced below is subject to the jurisdiction of any municipal wetlands ordinance or bylaw of: Name of Municipality e. whether the following scope of alternatives is adequate for work in the Riverfront Area as depicted on referenced plan(s). wpaform1.doc Page 1 of 4 MassachusettsLepartment of Environmental Protection Bureau of Resource Protection Wetlands Northampton City/Town WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Project Description 1. a. Project Location (use maps and plans to identify the location of the area subject to this request): Mount Tom Road (Route 5) Street Address Northampton City/Town Assessors Map /Plat Number Parcel /Lot Number b. Area Description (use additional paper, if necessary): The site is a Massachusetts Highway Maintenance Depot (Facility No. 20) for District 2. It is located on the eastern side of Mount Tom Road (Route 5), directly north of the 1 -91 overpass, in the City of Northampton, Massachusetts. c. Plan and /or Map Reference(s): U.S.G.S. Locus and Environmental Features Maps (2 Sheets) 9/18/2009 Title Date FEMA Flood Insurance Rate Map 4/3/78 Title Date Plans entitled, "Facilities Building and Site Improvements for Northampton 7/23/09 Maintenance Depot" Date 2. a. Work Description (use additional paper and /or provide plan(s) of work, if necessary): Replace an existing office facility with a new 600 square foot (30 ft. by 20 ft.) building in the same location. The existing facility will be removed and all existing pipe and utility connections will be disconnected. An existing propane tank will be relocated from the north side of the building site to the west side, and the associated pipes and connections will be removed and relocated. A bituminous pavement parking lot of 4 spaces, approximately 36 ft. by 18 ft., is proposed to be installed on the west side of the new building. The new building's sanitary systems will be connected to an existing sanitary manhole, approximately 75 ft. south of the building site, along which new bituminous pavement will be installed. Haybales and silt fence will be arranged along the eastern property line as soil erosion and sedimentation control during construction. wpaforml.doc Page 2 of 4 Massachusetts 'department of Environmental Protection Bureau of Resource Protection Wetlands Northampton cityrrown WPA Form Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Project Description (cont.) b. Identify provisions of the Wetlands Protection Act or regulations which may exempt the applicant from having to file a Notice of Intent for all or part ofthe described work (use additional paper, if necessary). As shown on the attached Environmental Features Map, there are wetlands on either side of the maintenance depot to the east and west. All work in the proposed project is beyond the 100 -foot buffer zone of these wetlands. Also, the site of the proposed building is within the boundaries of the 100 -year floodplain, which classifies the area as Bordering Land Subject to Flooding (BLSF). The new facility is being constructed in the same location as the existing building with a similar footprint. The parking lot will take up approximately 650 square feet, and it is expected that this change will not significantly impact BLSF. The use of haybales will prevent any impacts to any wetland resource areas. 3. a. If this application is a Request for Determination of Scope of Alternatives for work in the Riverfront Area, indicate the one classification below that best describes the project. El Single family house on a lot recorded on or before 8 /1/96 Single family house on a lot recorded after 8/1/96 Expansion of an existing structure on a lot recorded after 8/1/96 Project, other than a single family house or public project, where the applicant owned the lot before 8/7/96 New agriculture or aquaculture project Public project where funds were appropriated prior to 8/7/96 Project on a lot shown on an approved, definitive subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront Area for the entire subdivision Residential subdivision; institutional, industrial, or commercial project Municipal project District, county, state, or federal government project Project required to evaluate off -site alternatives in more than one municipality in an Environmental Impact Report under MEPA or in an alternatives analysis pursuant to an application for a 404 permit from the U.S. Army Corps of Engineers or 401 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence (e.g., record of date subdivision lot was recorded) supporting the classification above (use additional paper and /or attach appropriate documents, if necessary.) wpaforml .doc Page 3 of 4 Massachusetts vepartment of Environmental Protection Bureau of Resource Protection Wetlands Northampton Cityfrown WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Request for Determination of Applicability and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I further certify that the property owner, if different from the applicant, and the appropriate DEP Regional Office were sent a complete copy of this Request (including all appropriate documentation) simultaneously with the submittal of this Request to the Conservation Commission. Failure by the applicant to send copies in a timely manner may result in dismissal of the Request for Determination of Applicability. Name and address of the property owner: Commonwealth of Massachusetts, Massachusetts Highway Department c/o District 2 Office Name 811 North King Street Mailing Address Northam pton Cityfrown MA 01060 State Signatures: gna re of Repre entative (if any) Zip Code I also understand that notification of this Request will be placed in a local newspaper at my expense in accordance with Section 10.05(3)(b)(1) of the Wetlands Protection Act regulations. Signat e of Applicant Date g/L /oq Date wpaforml.doc Page 4 of 4 rn o •Fr N O 00 iii^ A+ 0 col W c Pit t Ltt Ime O t 0 Z V 0 cr 0 CO LC) CD 0 Important: When filling out forms on the computer, use only the tab key to move your cursor do not use the return key. Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands WPA Form 2 Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ,9 4 5" A. General Information From: Northampton Conservation Commission To: Applicant Property Owner (if different from applicant): MassHighway Department, do Albert R. Stegemann, P.E. D -2 Highway Director Name 811 North King Street Mailing Address Mailing Address Northampton MA 01060 City/Town State Zip Code City/Town 1. Title and Date (or Revised Date if applicable) of Final Plans and Other Documents: U.S.G.S. Locus and Environmental Features Map (2 Sheets) Title FEMA Flood Insurance Rate Map Title Plans entitled "Facilities Building and Site Improvements for Northampton Maintenance Depot" 2. Date Request Filed: 9/18/2009 B. Determination Pursuant to the authority of M.G.L. c. 131, 40, the Conservation Commission considered your Request for Determination of Applicability, with its supporting documentation, .and,made the following Determination. Project Description (if applicable): Replace an existing office facility with a new 600 square foot (30 ft. by 20 ft.) building in the same location. The existing facility will be removed and all existing pipe and utility connections will be disconnected. An existing propane tank will be relocated from the north side of the building site to the west side, and the associated pipes and connections will be removed and relocated. A bituminous pavement parking lot of 4 spaces, approximately 36 ft. by 18 ft., is proposed to be installed on the west side of the new building. The new building's sanitary systems will be connected to an existing sanitary manhole, approximately 75 ft. south of the building site, along which new bituminous pavement will be installed. Haybales and silt fence will be arranged along the eastern property line as soil erosion and sedimentation control during construction. Project Location: Mount Tom Road (Route 5) Street Address Northampton City/Town Assessors Map /Plat Number Parcel /Lot Number State Zip Code 9/18/2009 Date 4/3/78 Date 7/23/09 Date wpaform2.doc Determination of Applicability rev. 10 /6104 Page 1 of 5 ssachusetts Department of Environmental Protection eau of Resource Protection Wetlands PA Form 2 Determination of Applicability ssachusetts Wetlands Protection Act M.G.L. c. 131, §40 Determination (cont.) The following Determination(s) is /are applicable to the proposed site and /or project relative to the Wetlands Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions (issued following submittal of a Notice of Intent or Abbreviated Notice of Intent) or Order of Resource Area Delineation (issued following submittal of Simplified. Review ANRAD) has been received from the issuing authority (i.e., Conservation Commission or the Department of Environmental Protection). 1. The area described on the referenced plan(s) is an area subject to protection under the Act. Removing, filling, dredging, or altering of the area requires the filing of a Notice of Intent. 2a. The boundary delineations of the following resource areas described on the referenced plan(s) are confirmed as accurate. Therefore, the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. 3. The work described on referenced plan(s) and document(s) is within an area subject to protection under the Act and will remove, fill, dredge, or alter that area. Therefore, said work requires the filing of a Notice of Intent. 4. The work described on referenced plan(s) and document(s) is within the Buffer Zone and will alter an Area subject to protection under the Act. Therefore, said work requires the filing of a Notice of Intent or ANRAD Simplified Review (if work is limited to the Buffer Zone). 5. The area and /or work described on referenced plan(s) and document(s) is subject to review and approval by: Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: Name Ordinance or Bylaw Citation Ma Bur W Ma B. wpaform2.doc Determination of Applicability rev. 101610• Page 2 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands WPA Form 2 Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) 6. The following area and /or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s), which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.58(4)c. for more information about the scope of alternatives requirements): Alternatives limited to the lot on which the project is located. Alternatives limited to the lot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability, work may not proceed on this project unless the Department fails to act on such request within 35 days of date the request is post- marked for certified mail or hand delivered to the Department. Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. 2. The work described in the Request is within an area subject to protection under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. 3. The work described in the Request is within the Buffer Zone, as defined in the regulations, but will not alter an Area subject to protection under the Act. Therefore, said work does not require the filing of a Notice of Intent, subject to the following conditions (if any). All work shall be in accordance with the Facilities Building and Site Improvement for Northampton Maintenance Deport plans submitted with the determination, with revised sheets 5 -8, all on file at the Office of Planning and Development; and in accordance with the Cons. Commission's wetlands standard conditions at www.NorthamptonMA.gov /OPD /wetlands. 4. The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore, said work does not require the filing of a Notice of Intent, unless and until said work alters an Area subject to protection under the Act. wpaform2.doc Determination of Applicability rev. 10/6/04 Rage 3 of5 Massachusetts _.Department of_Environmental Protection Bureau of Resource Protection Wetlands WPA Form 2 Determination of. Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) 5. The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Exempt Activity (site applicable statuatory /regulatory provisions) 6. The area and /or work described in the Request is not subject to review and approval by: Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw. Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: by hand delivery on by certified mail, return receipt requested on Date This Determination is valid for three years from the date of issuance (except Determinations for Vegetation Management Plans which are valid for the duration of the Plan). This Determination does not relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. This Determination must be signed by a majority of the Conservation Commission. A copy must be sent to the appropriate DEP Regional Office (see http: /www.mass.gov /dep /about /region.findvour.htm) and the property owner (if different from the applicant). Date if/y/09 Date wpaform2.doc Determination of Applicability rev. 10/6/04 Page 4 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands WPA Form 2 Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Appeals The applicant, owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see http: /www. mass. qov /dep /about /region.findyour.htm) to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form (see Request for Departmental Action Fee Transmittal Form) as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he /she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations, the Department of Environmental Protection has no appellate jurisdiction. wpaformrdoc Dee erminahon of rev 10/6/04 Pa9e of Planning and Development Wetlands Standard O`_ \tions Hide Admin 1 Manage Sites I Submit Event I Submit News 1 Manage Users Home I Add Pagel Edit Page Northampton Home Calendar Departments City Services About Northampton I':*loPD Home IY, ICode /Regulations l I Proposed Links for Design Guidelines 44'7'1 Wetlands Standard Conditions A' IPermits Applications hr; Visions /Plans 4__ItjConservation Agriculture !k Ii of Place 1 hv'ITransportation Plans i` `Ii. ?IRail Trails Al T 'IMaps Zoning i l (Mission and Links 1.4.+v-(Contact OPD 14 I v IKollmorgen Site Plans Elevation Add: Edit I Published Planning and Development Wetlands Standard Conditions T://www.northamptonma.gov/opd/wetlands/ My Profile 1 Loaout Site Preferences ,_IEdit I Published In addition to any other conditions, the following conditions shall apply to all wetland permits 1. Prior to the initiation of any work, the applicant /owner shall submit a letter of understanding to the Commission stating that he /she has received, read, understands and shall comply with these Orders. The applicant, and, his or her contractor, foreman and /or construction manager shall sign the letter of understanding. 2. Prior to the initiation of any work, the applicant shall submit to the Commission a sequencing plan for construction, and erosion and sedimentation control installation. 3. Prior to the start of any site work, excavation or construction, a pre- construction conference shall be held on the site, between the contractor conducting the work, the site /project engineer, the applicant, and a member or agent of the Conservation Commission, in order to ensure that the requirements of this Order are understood by all parties. Prior to the pre- construction meeting, all erosion control devices must be installed. 4. All required permits must be obtained from federal, state and municipal agencies and departments prior to the start of any project. 5. A copy of this Order and associated plans shall remain on site during all construction and /or building activities. The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 6. All revised plans, referenced within this Order of Conditions, shall be approved by the Conservation Commission and incorporated into the permit by reference and shall be followed during the course of construction. Planning and Development Wetlands Standa, c ond itions http://www.northamptonma.gov/opd/wetlands/ 7. The areas of construction shall remain in a stable condition at the close of each construction day. Erosion control measures shall be inspected at this time, and maintained or reinforced as necessary. All such devices shall be inspected, cleaned or replaced during construction and shall remain in place until such time as stabilization of all areas that may impact resource areas is permanent. These devices shall also be inspected to assure that the maximum control has been provided. Any entrapped silt shall be removed to an area outside the buffer zone and resource areas, and maintained or reinforced as necessary. Erosion controls shall be inspected after every rainfall to assure that maximum control has been provided. 8. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement and shall include materials to repair or replace silt fences, straw bales, erosion control blankets, riprap, filter berms or other devices planned for use during construction. 9. Soils exposed for periods greater than two months shall be stabilized with erosion control blankets and netting, a covering of straw mulch, or a temporary cover of rye or other grass to prevent erosion and sedimentation. Drainage ditches shall be stabilized and seeded with a native perennial grass mixture. Any stabilization materials such as jute netting shall be firmly anchored to prevent them from being washed from slopes by rain or flooding. Preference should be given to biodegradable materials. 10. All disturbed areas shall be graded, loamed and seeded, or stabilized with erosion control blankets or netting, and a covering of straw mulch prior to November 30, of each year. No disturbed areas or stockpiled materials will be left unprotected or without erosion control after this date. 11. No disposal of soils or other materials shall be allowed within: a 100 -year floodplain; 40 feet of the 100 -year floodplain elevation; any wetland; or any area within 100 -feet of a wetland, unless such areas are specifically approved by the Commission, in accordance with 310 CMR 10.00, and City of Northampton Ordinances Chapter 24 THE FOLLOWING CONDITIONS TO NOT APPLY TO DETERMINATIONS: 12. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are as follows: N/A 13. Upon completion of the work covered by this Order, the applicant shall submit an as -built plan, signed and stamped by a registered professional engineer or land surveyor, together with a written request for a Certificate of Compliance. The plan and written request shall specify any ways that the completed project differs from the plans referenced in the Order. The as -built plan shall include, at a minimum, and as applicable to the project: elevations of all pipe inverts and outlets, pipe sizes, materials, and slopes; all other drainage structures; limits of clearing, grading, and fill; all structures, pavement, and contours within 100 feet of wetland boundaries; all alterations within the wetland resource areas; and all dates of fieldwork. 14. The owner of the property described in this Order must advise any potential buyer of the property that any construction or alteration to said property, including brush cutting or clearance, may require approval by the Northampton Conservation Commission. Any instrument conveying any or all of the owners' interest in said property Planning and Development Wetlands Standard C lions :ip: /www.northamptonma.gov /opd /wetlands/ or any portion thereof, shall contain language similar to the following:. "This property is subject to the Northampton Wetlands Protection Ordinance and /or Wetlands Protection Act. Any construction or maintenance work performed on this property requires an Order of Conditions, and /or a Determination of Applicability from the Northampton Conservation Commission. ©City of Northampton MA Disclaimer Contact Us Directions Site Map City Hall, 210 Main Street, Northampton, MA 01060 Website design by gravity switch, inc. AC AD ALT ARCH AVG BC BIT BLDG BM BOT BSTM BW 0 CB CI CJ CLL CMP CMU CQ CONC CONT CU FT CW DBL DET DI DIA DIAG DIM DWG EA EJ ELEV ELEC EOP EP EQ EW EX EXT FD FDN FF FM FT FTG GALV GC GND HDPE HORIZ HP ABBREVIATIONS LEGEND NOTE: (NOT ALL ABBREVIATIONS USED) ACRE AREA DRAIN ALTERNATE ARCHITECTURAL AVERAGE BOTTOM OF CURB BITTUMINOUS BUILDING BENCHMARK BOTTOM BASEMENT BOTTOM OF WALL CENTERLINE CATCH BASIN CAST IRON CONTROL JOINT CONTRACT UMIT UNE CORREGATED -METAL PIPE CONCRETE MASONARY UNIT CLEAN OUT CONCRETE CONTINUOUS, CONTINUE CUBIC FEET COLD WATER DOUBLE DETAIL DUCTILE IRON DIAMETER DIAGONAL DIMENSION DRAWING EAST EACH EXPANSION JOINT ELEVATION ELECTRIC EDGE OF PAVEMENT EMERGENCY POWER EQUAL EACH WAY EXISTING EXTERIOR FIRE SERVICE FOOTING DRAIN FOUNDATION FINISH FLOOR FORCE MAIN FEET FOOTING GALVANIZED GENERAL CONTRACTOR GROUND HIGH DENSITY POLYETHYLENE HORIZONTAL HIGH POINT ID IN INV JT LP MAX MECH MH MIN MISC NIC NO NTS 0/C OD• P PE PNL PSI PVC QTY R RCP RGS REINF ROW 5 SAN SDMH SE SMH SPEC 50 SS SD STA STD STM T &B TC TEL TF TW TYP UG VERT VIF W WNW YD INSIDE DIAMETER INCHES OR INCH INVERT JOINT LOW POINT MAXIMUM MECHANICAL MANHOLE MINUMUM MISCELLANEOUS NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER POLE/PHASE PRIMARY ELECTRIC PANEL POUNDS PER SQUARE INCH POLYVINYL CHOLRIDE QUANTITY RADIUS RIGID CONCRETE PIPE RIGID GALVANIZED STEEL REINFORCED RIGHT OF WAY SOUTH SANITARY STORM DRAINAGE MANHOLE SECONDARY ELECTRIC SANITARY MANHOLE SPECIFICATION SQUARE STAINLESS STEEL STORM DRAIANGE STATION STANDARD STEAM TOP AND BOTTOM TOP OF CURB TELECOMUNICATIONS TOP OF FRAME TOP OF WALL TYPICAL UNDERGROUND VERTICAL VERIFIY IN FIELD WEST OR WATER SERVICE WELDED WIRE FABRIC YARD DRAIN THE. COMMONWEALTH OF MASSACHI S HIGHWAY DEPARTME \T FACILITIES BUILDING AND SITE IMPROVEMENTS FOR NORTHAMPTON MAINTENANCE DEPOT MOUNT TOM ROAD (ROUTE 5) IN THE CITY OF NORTHAMPTON HAMPSHIRE COUNTY 1/2 2000 0 SCALE 1 2 MILES 2000 4000 6000 6000 10000 FEET TJ S THE 1988 STANDARD SPECIFICATION FOR HIGHWAYS AND BRIDGES, THE JUNE 6, 2006 AND AUGUST 8, 2008 SUPPLEMENTAL SPECIFICATION, THE 1977 CONSTRUCTION STANDARDS,THE METRIC /ENGLISH SUPPLEMENTAL DRAWINGS DATED APRIL 2003, THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z- 60.1- 1996), AND ALL AMENDMENTS WILL GOVERN, INDEX SHEET NO. pESCRIPTION 1 TITLE SHEET A 1.0 PLANS, ELEVATIONS AND GENERAL NOTES A 1.1 MEP PLANS AND GENERAL NOTES A 2.0 WALL SECTIONS, SCHEDULES AND DETAILS C 0.0 EXISTING CONDITIONS /PEMOLITION PLAN C 1,0 SITE LAYOUT AND UTILITY PLAN C 2.0 SITE GRADING PLAN C 3.0 SITE DETAILS DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED: DIVISION ADMINISTRATOR DATE NORTHAMPTON MT TOM ROAD ROUTE 5 STATE MASS FED. AID PROJ. N0. SHEET NO. TOTAL SHEETS PROJECT FILE N0. TITLE SHEET MASS CHIEF ENGINEER MHD COMMISSIONER HIGHWAY MASSACHUSETTS HIGHWAY DEPARTMENT RECOMMENDED FOR APPROVAL APPROVED DATE DATE ASSOCIATE COMMISSIONERS DATE 47 N. N yb N. RTHAMPTON bb b., i A d, o ::,'\P' t I Z I'I N .;nonds'( a 0� nap ti 0 M g i1/4 t i. L. an maid o>� J Az AC AD ALT ARCH AVG BC BIT BLDG BM BOT BSTM BW 0 CB CI CJ CLL CMP CMU CQ CONC CONT CU FT CW DBL DET DI DIA DIAG DIM DWG EA EJ ELEV ELEC EOP EP EQ EW EX EXT FD FDN FF FM FT FTG GALV GC GND HDPE HORIZ HP ABBREVIATIONS LEGEND NOTE: (NOT ALL ABBREVIATIONS USED) ACRE AREA DRAIN ALTERNATE ARCHITECTURAL AVERAGE BOTTOM OF CURB BITTUMINOUS BUILDING BENCHMARK BOTTOM BASEMENT BOTTOM OF WALL CENTERLINE CATCH BASIN CAST IRON CONTROL JOINT CONTRACT UMIT UNE CORREGATED -METAL PIPE CONCRETE MASONARY UNIT CLEAN OUT CONCRETE CONTINUOUS, CONTINUE CUBIC FEET COLD WATER DOUBLE DETAIL DUCTILE IRON DIAMETER DIAGONAL DIMENSION DRAWING EAST EACH EXPANSION JOINT ELEVATION ELECTRIC EDGE OF PAVEMENT EMERGENCY POWER EQUAL EACH WAY EXISTING EXTERIOR FIRE SERVICE FOOTING DRAIN FOUNDATION FINISH FLOOR FORCE MAIN FEET FOOTING GALVANIZED GENERAL CONTRACTOR GROUND HIGH DENSITY POLYETHYLENE HORIZONTAL HIGH POINT ID IN INV JT LP MAX MECH MH MIN MISC NIC NO NTS 0/C OD• P PE PNL PSI PVC QTY R RCP RGS REINF ROW 5 SAN SDMH SE SMH SPEC 50 SS SD STA STD STM T &B TC TEL TF TW TYP UG VERT VIF W WNW YD INSIDE DIAMETER INCHES OR INCH INVERT JOINT LOW POINT MAXIMUM MECHANICAL MANHOLE MINUMUM MISCELLANEOUS NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER POLE/PHASE PRIMARY ELECTRIC PANEL POUNDS PER SQUARE INCH POLYVINYL CHOLRIDE QUANTITY RADIUS RIGID CONCRETE PIPE RIGID GALVANIZED STEEL REINFORCED RIGHT OF WAY SOUTH SANITARY STORM DRAINAGE MANHOLE SECONDARY ELECTRIC SANITARY MANHOLE SPECIFICATION SQUARE STAINLESS STEEL STORM DRAIANGE STATION STANDARD STEAM TOP AND BOTTOM TOP OF CURB TELECOMUNICATIONS TOP OF FRAME TOP OF WALL TYPICAL UNDERGROUND VERTICAL VERIFIY IN FIELD WEST OR WATER SERVICE WELDED WIRE FABRIC YARD DRAIN THE. COMMONWEALTH OF MASSACHI S HIGHWAY DEPARTME \T FACILITIES BUILDING AND SITE IMPROVEMENTS FOR NORTHAMPTON MAINTENANCE DEPOT MOUNT TOM ROAD (ROUTE 5) IN THE CITY OF NORTHAMPTON HAMPSHIRE COUNTY 1/2 2000 0 SCALE 1 2 MILES 2000 4000 6000 6000 10000 FEET TJ S THE 1988 STANDARD SPECIFICATION FOR HIGHWAYS AND BRIDGES, THE JUNE 6, 2006 AND AUGUST 8, 2008 SUPPLEMENTAL SPECIFICATION, THE 1977 CONSTRUCTION STANDARDS,THE METRIC /ENGLISH SUPPLEMENTAL DRAWINGS DATED APRIL 2003, THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z- 60.1- 1996), AND ALL AMENDMENTS WILL GOVERN, INDEX SHEET NO. pESCRIPTION 1 TITLE SHEET A 1.0 PLANS, ELEVATIONS AND GENERAL NOTES A 1.1 MEP PLANS AND GENERAL NOTES A 2.0 WALL SECTIONS, SCHEDULES AND DETAILS C 0.0 EXISTING CONDITIONS /PEMOLITION PLAN C 1,0 SITE LAYOUT AND UTILITY PLAN C 2.0 SITE GRADING PLAN C 3.0 SITE DETAILS DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED: DIVISION ADMINISTRATOR DATE NORTHAMPTON MT TOM ROAD ROUTE 5 STATE MASS FED. AID PROJ. N0. SHEET NO. TOTAL SHEETS PROJECT FILE N0. TITLE SHEET MASS CHIEF ENGINEER MHD COMMISSIONER HIGHWAY MASSACHUSETTS HIGHWAY DEPARTMENT RECOMMENDED FOR APPROVAL APPROVED DATE DATE ASSOCIATE COMMISSIONERS DATE STATE FED. AID PRDJ. N0. SHEET N0. TOTAL SHEETS MASS 5 8 PROJECT FILE NO. 605801 SOIL EROSION AND SEDIMENT CONTROL NARRATIVE: 1. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO ANY SITE DISTURBANCE AND DEVELOPMENT WILL PROCEED ACCORDING TO SPECIFIC CONSTRUCTION PHASING AS INDICATED ON THE CONTRACT DOCUMENTS. THE OBJECTIVE IS TO MINIMIZE THE AMOUNT OF SEDIMENT -LADEN RUNOFF THROUGH IMPLEMENTATION OF A VARIETY OF CONVENTIONAL SOIL EROSION AND SEDIMENT CONTROL PROCEDURES AND APPLICATION PRACTICES RECOMMENDED BY THE LATEST REVISION OF THE LOCAL AND STATE GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. PROCEDURES AND APPLICATION TECHNIQUES SHALL CONFORM TO THE ABOVE MENTIONED GUIDELINES AND THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL NAME ONE INDIVIDUAL AS A EROSION CONTROL SUPERVISOR WHOSE RESPONSIBILITY WILL BE THE MAINTENANCE AND REPAIR OF ALL ON -SITE EROSION CONTROL MEASURES. THE EROSION CONTROL SUPERVISOR WILL KEEP A DAILY LOG OF THEIR ACTIVITIES AND COMPLETE A DAILY CHECKLIST (ESTABLISHED BY THE CONTRACTOR). THE EROSION CONTROL SUPERVISOR SHALL ALSO MAINTAIN A SCHEDULE OF WEEKLY CONSTRUCTION ACTIVITIES. THE CHECKLIST AND LOG SHALL BE MADE AVAILABLE TO INSPECTORS UPON REQUEST. 3. REPAIRS TO SEDIMENTATION AND EROSION CONTROL DEVICES WILL BE PERFORMED AS DIRECTED BY THE EROSION CONTROL SUPERVISOR. REPAIRS SHALL BE AS OUTLINED IN THE LATEST REVISION. OF LOCAL AND STATE GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. 4. REPLACEMENT MATERIALS FOR THE EROSION CONTROL DEVICES MUST BE READILY AVAILABLE FOR REPAIRS. 5. CLEANING OF SEDIMENTATION AND EROSION CONTROL DEVICES WILL BE PERFORMED AS DIRECTED BY THE EROSION CONTROL SUPERVISOR. 6. PLACEMENT OF' TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES THAT ARE NOT SHOWN ON PLANS, WHICH ARE REQUIRED DUE TO THE CONTRACTORS OPERATIONS, WILL BE PLACED AT THE DIRECTION OF THE EROSION CONTROL SUPERVISOR. 7. EARTHWORK CONSTRUCTION ACTIVITIES WILL BE SCHEDULED FOR PERIODS WHEN SOIL SATURATION IS LOW AND SOIL LOSS HAZARD IS AT A MINIMUM RISK. B. SUSPEND EARTHWORK ACTIVITIES FOR MAJOR STORM EVENTS AND IMPLEMENT ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS NECESSARY. 9. STAGE CONSTRUCTION ACTIVITIES SUCH THAT ONLY THOSE AREAS OF SITE SCHEDULED FOR IMMEDIATE DEVELOPMENT ARE DISTURBED AND ACTIVITIES SCHEDULED FOR LATER DEVELOPMENT ARE NOT STARTED PREMATURELY. 10. THERE WILL BE NO LARGE CUTS OR FILLS LEFT AS "RAW' •AREAS. SUB -GRADE WILL BE ACHIEVED AS SOON AS POSSIBLE AND AN ESTABUSHED PROCEDURE OF TEMPORARY SEEDING AND /OR COVER WITH EROSION PROTECTION (EROSION CONTROL BLANKETS FOR SLOPES AND MULCH OR EROSION CONTROL BLANKETS FOR FLAT AREA) WILL BE FOLLOWED TO INSURE MINIMAL SOIL LOSS. 11. ALL SURFACES DESIGNATED FOR PAVING WILL HAVE THE SUB -BASE, BASE AND BINDER INSTALLED AS SOON AS POSSIBLE. WHERE FEASIBLE THE STORM DRAINAGE SYSTEM W1LL BE INSTALLED TO PROVIDE CONTROL OF SURFACE RUNOFF. 12. DUST CONTROL, AND OFF -SITE STREET DEBRIS CAUSED BY THE CONTRACTORS EARTHWORK OPERATIONS WILL BE PREVENTED, ALLAYED, OR CLEANED UP. 13. CONTROL MEASURES AS INDICATED ON THE CONTRACT DOCUMENTS SHALL BE SUBJECT TO ADDITION ANO /OR MODIFICATION AS REQUIRED TO MEET ACTUAL SITE CONDITIONS. 14. CONTRACTOR SHALL PROTECT ANY EXISTING AND NEW INLET STRUCTURES, DRAINAGE SWALES, PROPERTY, ETC. WHICH MAY INTERCEPT RUN -OFF DUE TO CONSTRUCTION ACTIVITIES BOTH INSIDE AND OUTSIDE OF WORK LIMITS. 3Z11M 3821V8 M .j18 ,9 21311V211. G OL SHED\ TEPS. DISP( �N DEBRIS. CO N READ AB ED TO,DEIO ITI LC) LLJ 0 0 0 0 F 1— z 0 M CO 0_ 03 U 1- m 03 03 U W CAP ANb, REMOVE EXISTING ECCTION OF WATER SERVICE MAIN [WATER CAP AND /ABANDON EXISTING !SECTION OF 'WATER LSERVICE MAIN TYP) 1 I o 1 SILT FENCE (TYPICAL) J O m 0 (n REMOVE EXISTING SITE PROPANE TANK AND REMOVE ASSOCIATED SERVICE \AND CONNECTIONS RELOCATE EXISTING SITE TRAILER AND DISCONNECT ASSOCIATED PIPED AND 1)■TILITY CONNECTIONS. STORE TRAILER ON -SITE PER DIRECTION OF IENGINEER. 'MP 2�IV1S REMOVE UTILITY POLE); D' \N QLLARD ASSOCIATFj6 UTILITY SERVCE CONNECT DONS REMOVE EXIS�I1NG SITE LIGOTING AND STORE ON SITE REMOVE '.XISTING PAVEMEN TO PAVEMENT EDGE AND, SAW -CUT LIMITS (T' CO OAd „9 0 C3 REMOVE AND RELOCATE ELECTRIC METER AND ASSOCIATED SERVICE CONNECTIONS TO NEW SERVICE PANEL. CONTRAC OR SHALL PHASE WORK WITH FINAL OCCUPANCY WITH PROPOSED BUILDI VG. b 1 3 x 0 03 0_ 1- (n 0 a I- N 03 O CC 13- -J 0_ J n v 1 CO 0 DEMOLISH EXIST! ASSOCIATED CON REMOVE DEMOLITI SH011L13 OBTAIN GUIDELINES RELA a sVO B �(Ee o .ldONV`) OV3H O L 121 C 0 D a. O 3 0 OW 123— 122— OW W W Z 1- 03 ti r 0 O GRAPHIC SCALE 10 25 (HOR. SCALE IN FEET) 1 INCH 10 FEET 0 O Z 0 0 0 NORTHAMPTON ROUTE 5 MT TOM DEPOT EXISTING CONDITIONS /DEMOLITION PLAN N NOTIFY 'CALL BEFORE YOU DIG" FOR FIELD LOCATION OF A SUBSURFACE UTILITIES. 2. ALL CONSTRUCTION METHODS SHALL FOLLOWING: 3. ESTABLISH AND MAINTAIN AT LEAST TWO (2) BENCHMARKS.ON SITE FOR VERTICAL AND HORIZONTAL REFERENCE. 4. SAFETY ISSUES AND HOURS OF OPERATION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE COORDINATED WITH THE DISTRICT. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP THE CONSTRUCTION AS- BULITS PLANS SHALL SHOW LOCATION AND ELEVATION OF CONSTRUCTED STRUCTURES, PIPING AND CONDUITS. THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF ANY CONFLICTS OR CONCERNS. EXISTING UTILITIES TO REMAIN ARE TO PROTECTED DURING CONSTRUCTION. 6. ALL FILL PLACED WITHIN THE ANY JURSIDICTIONAL AREA SHALL CONSIST OF CLEAN FILL AND SHALL MEET THE REQUIREMENTS OF. MASSACHUSETTS HIGHWAY DEPARTMENT, STANDARD SPECIFICATIONS FOR HIGHWAYS ANO BRIDGES, ITEM 150- ORDINARY BORROW (SECTION M 1.01.0) 7. THE CONTRACTOR SHALL COMPLY WITH ALL ITEMS OF THE LOCAL CONSERVATION COMMISSIONS "ORDER OF CONDITIONS." DEMOLITION GENERAL NOTES: 1. ALL REQUIRED UTILITY DISCONNECTS AND /OR ABANDONMENT TO BE COORDINATED WITH RESPECTIVE UTILITY COMPANIES AND OWNER PRIOR TO CONSTRUCTION PHASING. REFER TO NOTE 7 OF THE CIVIL GENERAL NOTES. ON DRAWING C 0.0. 2. CONTRACTOR TO PROTECT AND MAINTAIN ALL UTILITIES TO REMAIN. 3. SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE DEMOLITION WORK. 4. ALL EXISTING UTILITIES SIGNS, PAVEMENT, SITE WALLS ETC. SHOWN IN BOLD TO BE REMOVED WITHIN THE CONTRACT LIMIT LINE. REFER TO THE CIVIL GENERAL NOTES FOR MORE INFORMATION. 5. SEDIMENTATION AND SOIL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE DEMOLITION WORK. 6. EXISTING BITUMINOUS PAVEMENT TO BE SAW -CUT AT ALL LOCATIONS WHERE EXISTING BITUMINOUS WILL MATCH NEW BITUMINOUS PAVEMENT. EROSION AND SEDIMENTATION CONTROL CONSTRUCTION STAGES: $TAGF I: A. IMMEDIATELY AFTER MOBILIZATION, BUT PRIOR TO INITIATING ANY SOIL DISTURBING ACTIVITIES THE CONTRACTOR SHALL MAKE A GENERAL SITE ASSESSMENT TO ESTABLISH CONSTRUCTION LIMITS. DESIGNATE CONSTRUCTION ENTRANCES AND INSTALL ALL SPECIFIED SOIL EROSION AND SEDIMENT CONTROL MEASURES. $TAGF II: A. CLEAR SITE AS REQUIRED TO ACCOMODATE THE CONSTRUCTION. LEGALLY CUT AND CHIP BRUSH. REMOVE STUMPS FROM THE SITE TO BE DISPOSED OF IN A PROPER MANNER. THE OWNER'S PERMISSION IS REQUIRED BEFORE CLEARING BEYOND THE TREE LINE OR WOODED AREA DEFINED ON THE PLANS. B. ADDRESS ALL STOCKPILE MATERIAL AS INDICATED IN THE EROSION CONTROL SPECIFICATIONS. STAGE III: C. SURVEY, STAKE AND PLACE NEW IMPROVEMENTS IDENTIFIED WITHIN THE WORK AREA AND AS SHOWN ON THE CONTRACT DOCUMENTS. D. MAINTAIN, CLEAN AND REPAIR EROSION CONTROL AND SEDIMENT PROTECTION MEASURES AS RECOMMENDED BY THE LATEST REVISION OF THE LOCAL AND STATE GUIDELINES FOR SOIL. EROSION AND SEDIMENT CONTROL. STAGE IV: E. RE- SPREAD TOPSOIL TO DESIGNATED AREAS. F. INSTALL NEW PLANTING, BEGIN THE SITE PERIMETER PLANT SITE PLANTING IN BUFFER ZONES TO ACHIEVE EARLY STABILIZATION AND THEN PLANT SITE INTERIOR AREAS AND FINALLY PLACE SEED. G. CLEAN UP SITE BUT LEAVE REMAINING EROSION CONTROL AND SEDIMENT PROTECTION MEASURES IN PLACE UNTIL SITE IS 50 STABILIZED AS DETERMINED BY THE ENGINEER. STATE FED. AID PROJ. N0. SHEE N0. T TOTAL SHEETS MASS 6 8 PROJECT FILE N0. 605601 u) Ld 0 0 1 "W POLY 3aIM 38 JV8 M 310 ,9 CONNECT NEW GAS SERVICE TO RELOCATED PROPANE TANK. CONTRACTOR TO OBTAIN PERMITS WITH LOCAL UTILITY COMPANY SITE LIGHTING FIXTURE AS POLE AND BASE BITUMINOUS MHD TYPE -A CURB (TYPICAL) CONNECT WATER SERVICE TO BLDG SYSTEMS. SEE MEP DRAWINGS FOR MORE INFORMATION f SE �2 PROPOSED BUILDING is TEL F.F. ELEVATION 123.00 FC FC EP 3 l Xf f/.. igib m C O I 0 41 0 3o 0 RECONNECT NEW ELECTRICAL AND TELEPHONE SERVICE TO EXISTING. 'CONTRACTOR TO OBTAIN SERVICE PERMITS WITH LOCAL UTILITY COMPANIES 3 SPACES AT 9'x18' N 2939960.4366 E 352266.2694 (SET) CONNECT NEW i" WATER SERVICE TO EXISTING METER PIT. CONTRACTOR TO OBTAIN CONNECTION PERMITS. w 0 TAPER CURB PROFILE TO EXISTING (TYPICAL) CONNECT DATA AND PO WER CABLES FOR FUEL MONI TORING SYSTEMS. SEE ELECTRICAL AND MECHANICAL PLANS FOR MORE INFORMATION 0 (0 O 1 0 T RELOCATE EXISTING SITE TRAILER AND CONNECT ASSOCIATED UTILITYI CONNECTIONS. 0 0 (I) U- 4- Z II 0 Q U RECONNECT TEMP ELECTRI/AL �Nb� I TE SERVICE TO E ISTIN U CC CONTRACTOR TO OBTAIN ERVI E J PERMITS WITH LOCAL UTI ITY 5 J COMPAI4 S CO O CONNECT TE H ALTAERVI TANK TO TRAILER SA NI RY CONNECTION. CONTRAGTQ T9 4 OBTAIN SANITARY PUMPING SERVICE. CONNECT POWER AND TELE I0 SERVICES TO TRAILER UTILI SYSTEMS. N81'39'23 "E 44.99' CONNECT NEW SANITARY SERVICE TO BUILDING MAIN. SEE BUILDING MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION SANITARY CLEANOUT OAd „9 BITUMINOUS PAVEMENT (TYPICAL) TIE NEW PAVEMENT INTO EXISTING (TYPICAL) CONNECT NEW SANITARY TO EXISTING SMH. PROVIDE MINIMUM 27 ''E�TTCH AND MATCH EXISTING NO F LVIF);REPAIR AN CLEAN Mil 7{tRR UIRED N N II d UT GT Z 5 5 M O BM CONNECT GAS SERVICES TO BLDG SYSTEMS. SEE MEP DRAWINGS FOR MORE INFORMATION CONNECT WATER SERVICE AND NDPW METER TO BLDG SYSTEMS. SEE MEP DRAWINGS FOR MORE INFORMATION SITE BOLLARDS (TYP OF 2) 6 "(T) CONCRETE EQUIP PAD CONNECT POWER N/) TELEPHON SER-VJO TO BLD 9�YSTEMS. 5F� ME DRAWINGS F MO IN /RMA ON COaa EMERGENCY POWER SERVICES TO NEW ENERATOR. SEE MEP DRAWING F ROMORE INFORMATION 5 6" CONC EQUIP PAD AN0- t1) FENCE ENCLOSURE -8'(W) GATE 1W'PER CURB PROFILE TO EXISTING (TYPICAL) EPC3� FC 1" W POLY CONNECT TEL DATA, POWE AND EMERGENCY POWER CABLE TO EXISTING PANEL AND FUEL MONITORING SYSTEMS. SEE ELECTRICAL AND MECHANICAL PLANS FOR MORE JNEORMATION. CONNECT WATER ER CE AND NDPW METER TO BLDG SSSSSSYYYYYYSTF�tiMS. N 2939966.9644 E 352310.7790 (HOLD) W C7 Q U 0C O N 07 N U) N Z W II O O o U L� 0 U SVO 8 10 ,IdONVO L OV3H3A0 0 0 0 W n 0 U Z 0 U U Z 0 Alf H 0 0 1 0_ ZZ U 1- Z 03 0 0 W 5 W' O� 0 o I Z 0 0 0 SITE MATERIALS GENERAL NOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONAL LAYOUT INFORMATION AND NOTIFY ANY DISCREPANCIES TO THE ENGINEER FOR REVIEW AND CLARIFICATION PRIOR TO THE INSTALLATION OF ANY SITE IMPROVEMENTS. 2. THERE SHALL BE A SMOOTH TRANSITION WHERE NEW PAVEMENTS TIE INTO EXISTING PAVEMENTS WALKS OR CURBS. CURBS: MATCH EXISTING WIDTH AND HEIGHT. 3. PROVIDE A FULL DEPTH I" PRE MOLDED JOINT FILLER AND SEALANT WHEREVER CONCRETE ABUTS FIXED OBJECTS (TYP). SITE UTILITY GENERAL NOTES: 1. FOR UTILITY TRENCH DETAILS, REFER TO 8/C3.0 2. EXISTING MANHOLE, FRAMES AND COVERS ARE TO BE RESET AS REQUIRED TO MATCH NEW GRADES. 3. ALL WATER MAIN INSTALLATIONS ARE TO BE APPROVED BY THE FIRE MARSHALL PRIOR TO TRENCH BACKFILL 4. PROVIDE NYLON PULL ROPES IN ALL CONDUITS. 5. REFER TO DETAIL 4/C3.0 FOR CONDUIT DUCTBANK ARRANGEMENTS CONDUIT SCHEDULE: O 1 -3" PVC CONDUIT CONCRETE ENCASED 02 1 -3" PVC CONDUIT DIRECT BURIED 1 -2" PVC CONDUIT CONCRETE ENCASED 1 -2" PVC CONDUIT DIRECT BURIED 1 -2 "PVC DIRECT BURIED CONDUIT WITH 2 -#/8 1 -/J10 GND BITUMINOUS PAVEMENT TYPE: PAVEMENT TYPE "A" SEE DETAIL 5/C3.0 PAVEMENT TYPE "B" MHD ITEM N0. 701 SIGN SCHEDULE: Q1 ACCESSIBLE PARKING SIGN 0 NORTHAMPTON 5 MT TOM DEPOT SITE LAYOUT AND UTILITY PLAN GRAPHIC SCALE 10 25 (HOR. SCALE IN FEET) 1 INCH 10 FEET 50 STATE FED. AID PROJ. N0. SHEE SHEETS S MASS 7 8 PROJECT FILE N0. 605801 41 TC 123.5`1 BC123.70 L. J CC §O 0 I W I m 1 O 32fIM 3821V8 M 31D ,9 BC1 122.24 122.54 122.38IC (n 4 4 dFa I PROPOSED BUILDING F ELEVATION 1123.00 II 0 U7 122.26 OAd „9 0 m r o K i 1 g 0 w ONV1SI SVo dONVO OV3Hi3A0 0 O V N 8 12 1 II 123— 122— 0 w d_ Z a L_ 0 0 0 Z 3 0 1 0 3 0 0 Z NORTHAMPTON ROUTE 5 MT TOM DEPOT SITE GRADING AND DRAINAGE PLAN GRADING AND DRAINAGE GENERAL NOTES: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, AS SHOWN ON THE DRAWINGS WITH ACTUAL FIELD CONDITIONS AND NOTIFY THE RESIDENT ENGINEER IN WRITING OF ANY DISCREPANCIES. COMMENCEMENT OF WORK IN AREA SIGNIFIES ACCEPTANCE OF EXISTING CONDITIONS SHOWN ON THESE DRAWINGS AS BEING SUBSTANTIALLY CORRECT. 2. PROPOSED GRADES INDICATE INTENT. THE CONTRACTOR SHALL VERIFY ELEVATIONS AND MAKE FIELD ADJUSTMENTS AS AUTHORIZED BY THE DISTRICT, TO MEET FIELD CONDITIONS AND TO PROVIDE POSITIVE SURFACE DRAINAGE TOWARDS NEW AND EXISTING DRAINAGE INLETS. ADJUST EXISTING DRAINAGE STRUCTURES TOP ELEVATIONS AS REQUIRED. SEE DETAIL 6 /C3.0 FOR TYPICAL TRENCH DETAIL. 4. ALL EXTERIOR DOOR PADS TO HAVE A MAXIMUM TWO (2) PERCENT CROSS SLOPE. 5. CONTRACTOR TO SMOOTHLY BLEND ALL PROPOSED GRADES TO EXISTING GRADES. 0 10 GRAPHIC SCALE 25 50 (HOR. SCALE IN FEET) 1 INCH 10 FEET ~~V ~' "~, Massachusetts-Department of Environmental Protection Bureau_of_Resource_P_r_otection_-Wetlands___ _________ __ Northampton " _. _ _ __ City/Town WPA Form 1- Request for Determinatio n of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 13,1, §40 ~~ ~ ,_ ~~ A. General Information Important: When filling out 1. Applicant: forms on the Albert R. Stegemann, P.E. -- District 2 Highway Director computer, use Name E-Mail Address only the tab key to move your 811 North King Street cursor - do not Mailing Address use the return Northampton MA 01060 key. City/Town State Zip Code (413) 582-0599 (413) 582-0596 r~ Phone Number Fax Number (if applicable) 2. Representative (if any): '~"" Massachusetts Highway Department, District 2 Office Firm Timothy Meyer, District Environmental Engineer Timothy.Meyer@mhd.state.ma.us Contact Name E-Mail Address 811 North King Street Mailing Address Northampton MA 01060 City/Town State Zip Code (413) 582-0543 (413) 582-0596 . Phone Number Fax Number (if applicable) B. Determinations 1. I request the Northampton make the following determination(s). Check any that apply: Conservation Commission ^ a. whether the area depicted on plan(s) and/or map(s) referenced below is an area subject to jurisdiction of the Wetlands Protection Act. ^ b. whether the boundaries of resource area(s) depicted on plan(s) and/or map(s) referenced below are accurately delineated. , ® c. whether the work depicted on plan(s) referenced below is subject to the Wetlands Protection Act. ^ d. whether the area and/or work depicted on plan(s) referenced below is subject to the jurisdiction of any municipal wetlands ordinance or bylaw of: Name of Municipality ^ e. whether the following scope of alternatives is adequate for work in the Riverfront Area as depicted on referenced plan(s). wpaformt.doc Page 1 of 4 f_~ ~~ ~ Massachusetts\Lepartment of Environmental Protection Bureau of Resource Protection -Wetlands Northampton ----- --- -- ----- --- - - ---- -- -- -- ---- ity own . _------- WPA Form 1-Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c: 131, §40 C. Project Description 1. a. Project Location (use maps and plans to identify the location of the area subject to this request): Mount Tom Road (Route 5) Northampton Street Address City/Town Assessors MaplPlat Number Parcel/Lot Number b. Area Description (use additional paper, if necessary): The site is a Massachusetts Highway Maintenance Depot (Facility No. 20) for District 2. It is located on the eastern side of Mount Tom Road (Route 5), directly north of the I-91 overpass, in the City of Northampton, Massachusetts. c. Plan and/or Map Reference(s): U.S.G.S. Locus and Environmental Features Maps (2 Sheets Title FEMA Flood Insurance Rate Map Title Plans entitled, "Facilities Building and Site Improvements for Northampton Maintenance Depot" 9/18/2009 Date 4/3/78 Date 7/23/09 Date 2. a. Work Description (use additional paper and/or provide plan(s) of work, if necessary): Replace an existing office facility with a new 600 square foot (30 ft. by 20 ft.) building in the same location. The existing facility will be removed and all existing pipe and utility connections will be disconnected. An existing propane tank will be relocated from the north side of the building site to the west side, and the associated pipes and connections will be removed and relocated. A bituminous pavement parking lot of 4 spaces, approximately 36 ft. by 18 ft., is proposed to be installed on the west side of the new building. The new building's sanitary systems will be connected to an existing sanitary manhole, approximately 75 ft. south of the building site, along which new bituminous pavement will be installed. Haybales and silt fence will be arranged along the eastern property line as soil erosion and sedimentation control during construction. wpaform1.doc Page 2 of 4 ,~, ~ / j i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Northampton _ _ City/Town -- - - Of1'1'1 -Request for Determination of Appficabifify --- -- --- - ----- --- Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Project Description (cont.) b. Identify provisions of the Wetlands Protection Act or regulations which may exempt the applicant from having to file a Notice of Intent for all or part of•the described work (use additional paper, if necessary). As shown on the attached Environmental Features Map, there are wetlands on either side of the maintenance depot to the east and west. All work in the proposed project is beyond the 100-foot buffer zone of these wetlands. Also, the site of the proposed building is within the boundaries of the 100-year floodplain, which classifies the area as Bordering Land Subject to Flooding (BLSF). The new facility is being constructed in the same location as the existing building with a similar footprint. The parking lot will take up approximately 650 square feet, and it is expected that this change will not significantly impact BLSF. The use of haybales will prevent any impacts to any wetland resource areas. 3. a. If this application is a Request for Determination of Scope of Alternatives for work in the Riverfront Area, indicate the one classification below that best describes the project. ^ Single family house on a lot recorded on or before 8/1/96 ^ Single family house on a lot recorded after 8/1/96 ^ Expansion of an existing structure on a lot recorded after 8/1/96 ^ Project, other than a single family house or public project, where the applicant owned the lot before 8/7/96 ^ New agriculture or aquaculture project ^ Public project where funds were appropriated prior to 8/7/96 ^ Project on a lot shown on an approved, definitive subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront Area for the entire subdivisioh ^ Residential subdivision; institutional, industrial, or commercial project ^ Municipal project ^ District, county, state, or federal government project ^ Project required to evaluate off-site alternatives in more than one municipality in an Environmental Impact Report under MEPA or in an alternatives analysis pursuant to an application fora 404 permit from the U.S. Army Corps of Engineers or 401 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence (e.g., record of date subdivision lot was recorded) supporting the classification above (use additional paper and/or attach appropriate documents, if necessary.) wpaforml.doc Page 3 of 4 ~C ;~ Massachusetts vepartment of Environmental Protection Bureau of Resource Protection -Wetlands Northampton _--- -- -.-...--- - -- --- -------------------- ----....-------------- -- ---- ---- - -------- CitylLown -- -- -- WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Request for Determination of Applicability and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I further certify that the property owner, if different from the applicant, and the appropriate DEP Regional Office were sent a complete copy of this Request (including all appropriate documentation) simultaneously with the submittal of this Request to the Conservation Commission. Failure by the applicant to send copies in a timely manner may result in dismissal of the Request for Determination of Applicability. Name and address of the property owner: Commonwealth of Massachusetts, Massachusetts Highway Department c/o District 2 Office Name 811 North King Street Mailing Address Northampton City/Town MA 01060 State Zip Code Signatures: I also understand that notification of this Request will be placed in a local newspaper at my expense in accordance with Section 10.05(3)(b)(1) of the Wetlands Protection Act regulations. D~/zr /n S Date ' glL~Jag Date wpatorml.doc Page 4 of 4 ~~~ ~ b ~:- ~ ~ '~ ~` ,~,~° ~ ~~, . ~,1 "~ . ~ `'ti ~. v+~~q,,',, ~. ~r ~M,~ ,. ~' .1 ~:1~ _ a.,,;T ~~~ ~~~ ~~ ~- ~~ ~. a~ o w ~~~'+ Z ~~~~: ~. ~ ~'~:` .. 0 0 O N ~~ i O O ~ O ~` ~ ~' ~ ~` ~ ca ~~ ~ ~~ ~'I ~` ~ Q ~~ 4k~6b ~ ~ J/~ I i ~~ ~ _ / ^ f ~ O ~1 r n V ^ ^ _ o:. ~ 0~ ~ ~ ~ • „ ~ 0 . 0' ~ V ~~ ~"'~I Z 3 _ ~ Z ~ O _ ~ C F ~~ ~u ~ ~ £~a ~ \ /~ '~ ~V ~~ l~ Important: When filling out forms on the computer, use only the tab key to move yourcursor- do not use the return key. teb ~~ Massachusetts Department of Environmental Protection --- --- Bureau of Resource Protection = - et an s -------------- WPA Form 2 -Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, X40 ~~ ~ ~- ~S~ A. General Information From: Northampton Conservation Commission To: Applicant MassHighway Department, c/o Albert R. Stegemann, P.E. D-2 Highway Director 811 North King Street Mailing Address Northampton MA 01060 City/Town State Zip Cade Property Owner (if different from applicant): Name Mailing Address City/Town State Zip Code 1. Title and Date (or Revised Date if applicable) of Final Plans and Other Documents: U S G S Locus and Environmental Features Map (2 Sheets) Title FEMA Flood Insurance Rate Map Title Plans entitled "Facilities Building and Site Improvements for Northampton Maintenance Depot" 2. Date Request Filed: 9/18/2009 B. Determination 9/18/2009 Date 4/3/78 Date 7/23/09 Date Pursuant to the authority of M.G.L. c. 131, § 40, the Conservation Commission considered your Request for Determination of Applicability, with its supporting documentation, ~and,made the following Determination. Project Description (if applicable): Replace an existing office facility with a new 600 square foot (30 ft. by 20 ft.) building in the same location. The existing facility will be removed and all existing pipe and utility connections will be disconnected. An existing propane tank will be relocated from the north side of the building site to the west side, and the associated pipes and connections will be removed and relocated. A bituminous pavement parking lot of 4 spaces, approximately 36 ft. by 18 ft., is proposed to be installed on the west side of the new building. The new building's sanitary systems will be connected to an existing sanitary manhole, approximately 75 ft. south of the building site, along which new bituminous pavement will be installed. Haybales and silt fence will be arranged along the eastern property line as soil erosion and sedimentation control during construction. Project Location: Mount Tom Road (Route 5) Street Address Assessors Map/Plat Number Northampton City/Town Parcel/Lot Number wpaform2.doc • Determination of Applicability • rev. 10/6/04 /'~, ____ __.___ __Massachusetts_Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 2 -Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, X40 B. Determination (cont.) The following Determination(s) is/are applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations: Positive Determination ' Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions (issued following submittal of a Notice of Intent or Abbreviated Notice of Intent) or Order of Resource Area Delineation (issued following submittal of Simplified. Review ANRAD) has been received from the issuing authority (i.e., Conservation Commission or the Department of Environmental Protection). ^ 1. The area described on the referenced plan(s) is an area subject to protection under the Act. Removing, filling, dredging, or altering of the area requires the filing of a Notice of Intent. ^ 2a. The boundary delineations of the following resource areas described on the referenced plan(s) are confirmed as accurate. Therefore, the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. ^ 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. ^ 3. The work described on referenced plan(s) and document(s) is within an area subject to protection under the Act and will remove, fill, dredge, or alter that area. Therefore, said work requires the filing of a Notice of Intent. ^ 4. The work described on referenced plan(s) and document(s) is within the Buffer Zone and will alter an Area subject to protection under the Act. Therefore, said work requires the filing of a Notice of Intent or ANRAD Simplified Review (if work is limited to the Buffer Zone). ^ 5. The area and/or work described on referenced plan(s) and document(s) is subject to review and approval by: Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: Name wpaform2.doc • Determination of Applicability • rev.10I61D4 - Ordinance or Bylaw Citation Page 2 of 5 ~--, i ~ ( j Massachusetts Department of Environmental Protection Bureau of Resource Protection = Wetlan s---- --------------- WPA Form 2 -Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) ^ 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: ^ 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s), which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.58(4)c. for more information about the scope of alternatives requirements): ^ Alternatives limited to the lot on which the project is located. ^ Alternatives limited to the lot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ^ Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ^ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability, work may not proceed on this project unless the Department fails to act on such request within 35 days of~the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ^ 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ^ 2. The work described in the Request is within an area subject to.protection under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. ® 3. The work described in the Request is within the Buffer Zone, as defined in the regulations, but will not alter an Area subject to protection under the Act. Therefore, said work does not require the filing of a Notice of Intent, subject to the following conditions (if any). All work shall be in accordance with the Facilities Building and Site Improvement for Northampton Maintenance Deport plans submitted with the determination, with revised sheets 5-8, all on file at the Office of Planning and Development; and in accordance with the Cons. Commission's wetlands standard conditions at www NorthamptonMA.gov/OPD/wetlands. ^ 4. The work described in.the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore, said work does not require the filing of a Notice of Intent, unless and until said work alters an Area subject to protection under the Act. wpaform2.doc • Determination of Appllcablll[y • rev. ~u~aiu4 __ ~-- ._ ~ ------- --- ---Massachusetts_.D.epar_tment_o_f_Envivonmental_P_.r_otection___________._ ~~ ~- Bureau of Resource Protection -Wetlands ' WPA Form 2 -Determination of.Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, X40 B. Determination (cont.) ^ 5. Tl~e area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in tl~e Act and the regulations, no Notice of Intent is required: Exempt Activity (site applicable statuatory/regulatory provisions) ^ 6. The area and/or work described in the Request is not subject to review and approval by: Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw. Name C. Authorization This Determination is issued to the applicant and delivered as follows: Ordinance or Bylaw Citation ^ by hand delivery on ^X by certified mail; return receipt requested on ~,~/ y/os Date Date This Determination is valid for three years from the dafe of issuance (except Determinations for Vegetation Management Plans which are valid for the duration of the Plan). This Determination does not relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. This Determination must be signed by a majority of the Conservation Commission. A copy must be sent to the appropriate DEP Regional Office (see http://www.mass.gov/dep/about/region.findyour.l~tm) and the property owner (if different from the applicant). Dale -wpalorm2.doc • Delerminalion of Applicability •. rev. 1DIG/04 - .. - - - - .Page 4 of 5 ~. /"~ Massachusetts Department of Environmental Protection }. ~ Bureau of Resource Protection -Wetlands ~;~~ VVPA Form 2 - Determinaition of Appfica(~ifiity ~ Massachusetts Wetlands Protection Act M.G.L. c. 131, X40 D. Appeals The applicant, owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see http•//www mass.aov/deli/about/region.findyour.htm) to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery fo tl~e Department, with the appropriate filing fee and Fee Transmittal Form (see Request for Departmental Action Fee Transmittal Form) as provided in 310 CMR 10.03(7) within ten business days from tl~e date of issuance of this Determination. A copy of the request shall at tl~e same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations, the Department of Environmental Protection has no appellate jurisdiction. ~o~m2~oc ~ De-lerminafron orAppllce611lty ~ rev-1 Plamung and Development Wetlands Standard C`~ \rions Hide Admin ~ Manage Sites ~ Submit Event ~ Submit News I Manage Users r p://www.northamptomna.gov/opd/wetlands/ My Profile ~ Logout 1JoPDHome I~~df1f~1~f1(~, dflU UCVCIV~.JIIICIII. ti''+~ „s.:. ~~~ ~ Code/Regulations a, ;~~= Proposed r'~'; ~''"'' Links for Design Add' Guidelines '~!' ~~'` Wetlands ~ ~...f Edit Published Standard Conditions ''''''+~Permits olVetlands Stanc6ard Conditi®91s Applications ~~• ~~"Visions/Plans ~_~Edit Published ~'~ ! ~ Conservation & Agriculture In addition to any other conditions, the following conditions shall apply to all '?`!!~* Sense of Place wetland permits '~~' !~~?` ransportation Plans 1. Prior to the initiation of any work, the applicaht/owner shall submit a letter ''' ~"'Rail Traits of understanding to the Commission stating that he/she has received, read, '~ ~'~ Maps & Zoning understands and shall comply with these Orders. The applicant, and, his or ''' '`Mission and Links her contractor, foreman and/or construction manager shall sign the letter of '` ~ Contact®PD understanding. 2. Prior to the initiation of any work, the applicant shall submit to the !y'!~'Kollmorgen Site Commission a sequencing plan for construction, and erosion and Plans & Elevation sedimentation control installation. ' '`" ~ ~~ „ "~' 3. Prior to the start of any site work, excavation or construction, a pre-construction conference shall be held on the site, between the contractor conducting the work, the site/project engineer, the applicant, and a member or agent of the Conservation Commission, in order to ensure that the requirements of this Order are understood by all parties. Prior to the pre-construction meeting, all erosion control devices must be installed. 4. All required permits must be obtained from federal, state and municipal agencies and departments prior to the start of any project. 5. A copy of this Order and associated plans shall remain on site during all construction and/or building activities. The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 6. All revised plans, referenced within this Order of Conditions, shall be approved by the Conservation Commission and incorporated into the permit by reference and shall be followed during the course of construction. Home ~ Add Paged Edit Page Site Preferences Planning and Development Wetlands Standz~ conditions / ~ .-. I ) __ ' http://www.northamptoruna.gov/opd/wetlands/ 7. The areas of construction shall remain in a stable condition at the close of each construction day. Erosion control measures shall be inspected at this time, and maintained or reinforced as necessary. All such devices shall be inspected, cleaned or replaced during construction and shall remain in place until such time as stabilization of all areas that may impact resource areas is permanent. These devices shall also be inspected to assure that the maximum control has been provided. Any entrapped silt shall be removed to an area outside the buffer zone and resource areas, and maintained or reinforced as necessary. Erosion controls shall be inspected after every rainfall to assure that maximum control has been provided. 8. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement and shall include materials to repair or replace silt fences, straw bales, erosion control blankets, riprap, filter berms or other devices planned for use during construction. 9. Soils exposed for periods greater than two months shall be stabilized with erosion control blankets and netting, a covering of straw mulch, or a temporary cover of rye or other grass to prevent erosion and sedimentation. Drainage ditches shall be stabilized and seeded with a native perennial grass mixture. Any stabilization materials such as jute netting shall be firmly anchored to prevent them from being washed from slopes by rain or flooding. Preference should be given to biodegradable materials. 10. All disturbed areas shall be graded, loamed and seeded, or stabilized with erosion control blankets or netting, and a covering of straw mulch prior to November 30, of each year. No disturbed areas or stockpiled materials will be left unprotected or without erosion control after this date. 11. No disposal of soils or other materials shall be allowed within: a 100-year floodplain; 40 feet of the 100-year floodplain elevation; any wetland; or any area within 100-feet of a wetland, unless such areas are specifically approved by the Commission, in accordance with 310 CMR 10.00, and City of Northampton Ordinances -Chapter 24 THE FOLLOWING CONDITIONS TO NOT APPLY TO DETERMINATIONS: 12. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are as follows: N/A 13. Upon completion of the work covered by this Order, the applicant shall submit an as-built plan, signed and stamped by a registered professional engineer or land surveyor, together with a written request for a Certificate of Compliance. The plan and written request shall specify any ways that the completed project differs from the plans referenced in the Order. The as-built plan shall include, at a minimum, and as applicable to the project: elevations of all pipe inverts and outlets, pipe sizes, materials, and slopes; all other drainage structures; limits of clearing, grading, and fill; all structures, pavement, and contours within 100 feet of wetland boundaries; all alterations within the wetland resource areas; and all dates of fieldwork. 14. The owner of the property described in this Order must advise any potential buyer of the property that any construction or alteration to said property, including brush cutting or clearance, may require approval by the Northampton Conservation Commission. Any instrument conveying any or all of the owners' interest in said property Planning and Development Wetlands Standard C ^\aions ~ , _ ,:ip://www.northamptonma.gov/opd/wetlands/ or any portion thereof, shall contain language similar to the following:. "This property is subject to the Northampton Wetlands Protection Ordinance and/or Wetlands Protection Act. Any construction or maintenance work performed on this property requires an Order of Conditions, and/or a Determination of Applicability from the Northampton Conservation Commission. ©City of Northampton MA Disclaimer Contact Us Directions Site Map City Hall, 210 Main Street, Northampton, MA 01060 Website design by gravity switch, inc. I ~ ~~~~ I 1 /_. _~ I TH[E COI~~[ON~YEAL~~ OE MASSAC~USET~'S '; HIGHWAY ~ERARTN~ENT FACILITIES .BUILDING AND SITE IMPROVEMENTS FOR NORTHAMPTON MAINTENANCE DEPOT aee~nanaHS t~o~o NOTE: (NOT ALL ABBREYlATI0N5 USED) ~. MOUNT TOM ROAD (ROUTE 5) IN THE CITY OF NORTHAMPTON HAMPSHIRE COUNTY \~ o ~ \ .~ Gtloa ~ ~ RTHAMPTON ,`~~E~ KGt`~ FO e P ~~ryAb \ fs 6 d VAD~ 2 ~b ~~~\. NO ~~ a05 H1GtlyIPY Y Ji ~~... Y\ . ~ \ N,A, S~Pn v ~ ~ ~ °oi ., Otl D731! ~ °"~P. 3 ph ~ ~ ~' .. o ,n ~ ~Py 1 ~ _ ~ >> .. IACATIO 'I is u OVOtl %LdUNlyy f~'. I . ~ / . Y `,.y ~ w O f 4 ~. ' ,,,A, e ~r. ~. p "~ . ~ 070 s . Hrb P'~ c SCALE 1/2 0 1 2 MILES 2000 0 2000 400D fi000 8000 10000 FEET NORTHAMPTON Lar rnla anen _ enIITF 5 SiAIE fED. AID PROJ. N0. SIIEEi N0. i07A1 SHEE75 MASS 1 PRDJECT FILE N0. TITLE SHEET THE 1966 STANDARD SPECIFCATION FOR HIGHWAYS AND BRIDGES, THE JUNE 6, 2D06 AND AUGUST 8, 2008 SUPPLEMENTAL SPECIFICATION, THE 1977 CONSTRUC110N STANDARDS,THE METRIC/ENGLISH SUPPLEMENTAL DRAWINGS DATED APRIL 2003, THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DENCES, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z-60,1-1996), ANO ALL AMENDMENTS WILL GOVERN, ~D..x. SHEET N0. SC I 1 TITLE SHEET A 1'.0 PLANS, ELEVATIONS AND GENERAL NOTES A 1.1 MEP PLANS AND GENERAL NOTES A 2.0 WALL SECTIONS, SCHEDULES AND DETAILS C 0.0 EXISTING CONDITIONS/pEMOLITION PLAN C 1,0 SITE LAYOUT AND UT1lITY PLAN C 2.0 SITE GRADING PLAN C 3:0 SITE DETAILS AC ACRE ~ ID INSIDE DIAMETER AD AREA DRAIN IN INCHES OA INCH ALT ALTERNATE INV INVERT ARCH ARCHITECTURAL JT JOINT AVG AVIBTAGE ~ LP LOW POINT BC 80TTOM OF CURB MA% MAXIMUM BIT BITNMINOUS ~ MECH MECHANICAL BLDG BUILDING MH MANHOLE BM BENCHMARK MIN MINUMUM BOT BOTTOM MISC MISCELUNEOUS BSTM BASEMENT N NORTH BW B01TOM OF WAIL NIC NOT IN CONTRACT C CENTERLINE NO NUMBER CB CATCH BASIN NTS NOT TO SCALE q C0.5T IRON 0/C ON CENTER CJ CONTROL JOINT 00 ~ OUTSIDE DIAMETER CLL CONTRACT LIMIT UNE p POLE/PHASE CMP CORRELATED METAL PIPE pE PRIMARY ELECTRIC CMU CONCRETE MASONARY UNIT . pNL PANEL . CO CLEAN OUT PSI POUNDS PER SWARE INCH CONC CONCRETE PVC POLYVINri CHOLRIDE CONT CONTINUOUS, CONTINUE OTY OUANTItt CU FT CUBIC FEET R RADIUS .CW COLD WATER RCP RIGID CONCRETE PIPE OBL DOUBLE RGS RIGID GALVANIZED STEEL DET DETAIL REINF REINFORCED DI DUCTILE IRON ~ ROW RIGHT OF WAY DIA DIAMETER 5 SOUTH DIAL ~ DIACONAL SAN SANITARY DIM DIMENSION SDMH STORM DRAINAGE MANHOLE DWG DRAWING SE SECONDARY ELECTRIC E EAST SMH SANITARY MANHOLE EA EACH SPEC SPECIFlCAl10N EJ EXPANSION JOINT SO SQUARE ELEV ELEVATION SS STAINLESS S1EEL ELEC ELECTRIC SO STORM ORAIANGE EOP EOCE OF PAVEMENT STA STATION EP EMERGENCY POKER STD STANDARD ED EWAL STM STEAM EW EACH WAY T&B TOP ANO BOTTOM E% E%1511NG TC TOP OF CURB E%T E%IERIOR TEL TELECOMUNICATIONS F FIRE SERVCE lF TOP OF FRAME FD FOOTING DRAIN TW TOP OF WALL FDN FOUNDATION TYP TYPICAL FF FlNISH FLOOR UG UNDERGROUND FM FORCE MAIN VERT VERTICAL FT FEET NF VEAIFlY IN FIELD fTG FOOTING W - WEST OR WATER SERVICE GALV GALVANIZED WWP WELDED WIRE FABRIC GC GENERAL CONTRACTOR YT1 YARD DRAIN GND GROUND HDPE HIGH DENSItt POLYETHYLENE HOAR HORIZONTAL HP HIGH POINT ..., ;-~ SOIL EROSION AND SEDIMENT CONTROL NARRATIVE: 1. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO ANY SITE DISNRBANCE ANO DEVELOPMENT WILL PROCEED ACCORDING TO SPECIFIC CONSTRUCTION PHASING A5 INDICATED ON THE CONTRACT DOCUMENTS. THE OBJECTIVE IS TO MINIMIZE THE AMOUNT OF SEDIMENT-LADEN RUNOFF THROUGH IMPLEMENTATION OF A VARIETY OF CONVENTIONAL SOIL EROSION AND SEDIMENT CONTROL PROCEDURES ANO APPLICATION PRACTICES RECOMMENDED BY THE LATEST REVISION OF THE LOCAL AND STATE GUIDEUNES FOR SOIL EROSION AND SEDIMENT CONTROL PROCEDURES AND APPLICATION TECHNIQUES SHALL CONFORM TO THE ABOVE MENTIONED GUIDELINES AND THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL NAME ONE INDIVIDUAL AS A EROSION CONTROL SUPERWSOR WHOSE RESPONSIBILITY WILL BE 'ME MNNTENANCE AND REPAIR OF ALL ON-SITE EROSION CONTROL MEASURES. THE EROSION CONTROL SUPERVSOR WILL KEEP A DAILY LDG OF 7NOR ACTIVITIES AND COMPLETE A DAILY CHECKLIST (ESTABUSHED 8Y THE CONTRACTOR). THE EROSION CONTROL SUPERVISOR SHALL ALSO MAINTAIN A SCHEDULE OF WEEKLY CONSTRUCTION ACTIVITIES. THE CHECKLIST ANO LOG SHALL BE MADE AVAILABLE TO INSPECTORS UPON REQUEST. 3. REPAIRS TO SEDIMENTATION AND EROSION CONTROL DEVICES WILL BE PERFORMED AS DIRECTED BY THE EROSION CONTROL SUPERVSOR. REPAIRS SHALL BE AS OUTIJNED IN 1HE LATEST RENSIDN.OF LOCAL AND STATE GUIDELINES FDR SOIL EROSION ANO SEDIMENT CONTROL 4. REPLACEMENT MATERIALS FOR THE EROSION CONTROL DEVCES MUST BE READILY AVAILABLE FOR REPAIRS. 5. CLEARNG OF SEOIMENTA710N AND ERDSIDN CONTROL DEWCES WILL BE PERFORMED AS DIRECTED BY THE EROSION CONTROL SUPERVISOR. ' 6. PLACEMENT OF TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES THAT ARE NOT SHOWN ON PLANS, WHICH ARE REQUIRED DUE TO THE CONTRACTORS OPERATIONS, WTLL BE PLACED AT THE DIRECTION OF THE ERDSIDN CONTROL SUPERVSOR. 7. EARTHWORK CONSTRUCTION ACTIW11E5 WLL BE SCHEDULED FOR PERIODS WHEN SOIL SANRATION IS LOW AND SOIL LOSS HAZARD 1S AT A MINIMUM RISK. B. SUSPEND EARTHWORK ACTIVITIES FOR MAJOR STORM EVENTS AND IMPLEMENT ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES A5 NECESSARY. 9. STAGE CONSTftUC110N ACTIVITIES SUCH THAT ONLY THOSE AREAS OF SITE SCHEDULED FOR IMMEDIATE DEVELOPMENT ARE DISTURBED AND ACiIW11E5 SCHEDULED FOR LATER DEVELOPMENT ARE NOT STARTED PREMANRELY. 10. THERE VWLL BE NO LARGE CUTS OR FILLS LEFT AS "RAW" AREAS. SUB-GRADE WILL BE ACHIEVED AS SOON AS POSSIBLE AND AN ESTABUSHED PROCEDURE OF TEMPORARY SEEDING ANO/OR COVER WITH EROSION PROTECTION (EROSION CONTROL BLANKETS FOR SLOPES AND MULCH OR EROSION CONTROL BLANKETS FDR FLAT AREA) WILL BE FOLLOWED TO INSURE MINIMAL SOIL LOSS. 11. ALL SURFACES DESIGNATED FOR PAVING WILL HAVE THE SUB-BASE, BASE AND BINDER INSTALLED AS SOON AS POSSIBLE. WHERE fEA51BLE 1HE STORM DRAINAGE SYSTEM WILL BE INSTALLED TO PRONOE CONTROL OF SURFACE RUNOFF. 12. DUST CONTROL, AND OFF-SITE STREET DEBRIS CAUSED BY THE CONTRACTORS EARTHWORK OPERATIONS W1LL BE PREVENTED, ALLAYED, OR CLEANED UP. 13. CONTROL MEASURES AS INDICATED ON THE CONTRACT DOCUMENTS SHALL BE SUBJECT TO ADDITION AND /OR MODIFICATION AS REWIRED TO MEET ACTUAL SITE CONDITIONS. 14. CONTRACTOR SHALL PROTECT ANY EXISTING AND NEW INLET STRUCTURES, DRAINAGE SWALES, PROPERTY, ETC. WHICH MAY INTERCEPT RUN-OFF DUE TO CONSTRUCTION ACTIVITIES BOTH INSIDE AND OUTSIDE OF WORN LIMITS. ~~ ~~ SILT FENCE 7 Ln W Q ~c G f- z \ M 0 W K 1 ~0 O I ~ I Q ~I 3 I.LL IU Ip 0 I o I j ~NM aoo~ ~1 O MP I III /III I I o 1I /I D / N7 II 11 11 1 1 1 I I I~ REMOV~ EXISTING SITE PROPANE TANK AND REMOVE ASSOCIATED ~ SERVICE~\ND CONNEC110NS Q RELOCATE EXISTING SITE TRAILER a0 Z AND DISCONNECT ASSOCIATED ~ Q PIPED ANO I~TILItt CONNECTIONS. d STORE TRAILER ON-SITE PER DIRECTION DF ENGINEER. MP I I n I ^~ \ a3~lva1 II \ D - DEMOLISH EXISTI C OL SHED N AS,S,OCIATED CON ~ IEPS. DISP SSE ~ , REMOVE DEMOLIT N DEBRIS. C0 T 1CT~t SHOJJI1IL~~OBTAIN N READ ABO~~,TQQfIIEE €FJT~ C (DELIR S RELA D4O,~OCI71D Z O~ ~ U3( ^ ^ °' W 0 ~ ~ 2 cn.. n. d N ~~ i O d o ~_-- ~ yyyy ~ #37- _#~~OW OW \ O ]-1 ~ -_ ~Id15 -.__~ I O I REMOVE UTILITY POLE BQQLLARD ~ND I ~' CAP ANb~ REMOVE m W - ASSOCIATFjG UTILITY SERVIt;E ~ p EXISTING 5~~C110N OF J CONNECTIONS .REMOVE EXISLTING WATER SE2WCE MAIN U O +; SITE LIGHTING AND STORE ON SITE ~TYP) ~ ~ REMOVE )(IS11NG PAVEMEN~Dq, TO PAVEMENT ~, E}'X STINGDIISECTION OF ~ EIMITS (lYP)AW-CUT m ~(TYP) ft lSERNCE MAIN 1 ( I i ~ I I (n`': I 1 ,. I II t 1 ~i . II REMOVE AND RE GATE ELECTRIC Ij METER AND AS,SGCIATED SERVICE n ~ CONNECNONS TONEW SERVCE (` i WDRKLWTN FRNA OCCUPALNCYHWITH ,;.:i PROPOSED BUILDI G. I X ~.'. ~ I ~ Y ~ \ 1 I ~Z p W ~ Lh ~ ~.~,h;I I~° Ya UIYd II I iv~C~ a ISN> q }O ~N. I ,. I I ~~illl~ 'I ~1 Iu~i~z J ~m~N I ° ~ ~ ~ b-~ ~ ~ZW~I I ~ ~ end „s ° ~ `` I ~. \ o I \ 1 ~ ~ 1 n 1 1 /r I w ~i0 I ~I W I m b 3~ I ~ ~ I J I I I I (~ p' ~ I N M011 ~I ICU W \ w I- 3 I 1 ~~ ~ I ~ W. I MO NGjJ F- U1 L~ I I I ~ MD I I I I ~ I d ~, F I ~ .. / I ~ ~ ~ ~ /~ I ~ `l ~~ ~ ~~ ~~ F- N O a H .N. ~ 00 ~a QLL ~~ m~ ~I W NI ~ \ Q m I a ~ I O ~ W WO U U lo. co Z O ~i, U 1 ~ I m a_ I 3LL o U I Y W ZJ O Q li U 1 1I 0 00 ~ Z 3 0 O 0 F O a H N~ ~~ ~W Qa J In 0] ~ Y~~,Jj la I~ I x xo x. 0 O Z 0 3 a aNd~sl ~ ~ Sd~ I ~ ~ ~ 1888 I O ~ I\ Ad(1NV'1 OV3H ~ ~LJp C C L ~ 11 ~ O GRAPHIC SCALE 0 iD 25 50 (HOR. SCALE IN FEET) T INCH = 10 FEET ,-, --NORTHAMPTON--.__- Rn1ITP F - M1T TOIM iTFPOT STATE FED. AID PRPI. ND. SHEfl ND. TOTAL EHEflS MASS 5 8 PROJECT FlLE N0. 605601 EXISTING CONDITIONS/DEMOLITION PLAN CNIL GENERAL NOTES: 1. PR19R TO COMMENCING CONSTRUCTION NOTIFY "CALL BEFORE YDU DIG" FOR FIELD LOCATION OF AND MARKING Of SUBSURFACE UTILITIES. 2. ALL CONSTRUCTION METHODS SHALL CONFORM TO THE FOLLOWING: A. STATE OF MASSACHUSETTS HIGHWAY DEPARTMENT MATERIALS AND INSTALLATION SPECIFlCAlION B. SPECIFIC TOWN OF NORTHAMPTON CONSERVAiIDN REQUIREMENTS. C. STATE OF MASSACHUSETTS STORM WATER BMP REQUIREMENTS, 3. ESTABLISH AND MAINTAIN AT LEAST TWO (2) BENCHMARKS.ON SITE FOR VERTICAL AND HORIZONTAL REFERENCE. 4. SAFETY ISSUES ANO HOURS OF OPERATION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE COORDINATED WITH THE DISTRICT, 5. IT IS THE RESPONSIBILITY DF THE CONTRACTOR TD DEVELOP THE CONSTRUCTION AS-BULITS PLANS SHALL SHOW LOCATION ANO ELEVATION OF CONSTRUCTED STRUCTURES, PIPING AND CONDUITS. THE CONTRACTOR IS TO NO11FY THE ENGINEER OF ANY CONFLICTS OR CONCERNS. EXISTING UTILITIES TO REMAIN ARE TO PROTECTED DURING CONSTRUCTON. 6. ALL FILL PLACED WITHIN THE ANY JURSIOICTIONAL AREA SHALL CONSIST OF CLEAN FlLL AND SHALL MEET THE REQUIREMENTS OF, MASSACHUSETTS HIGHWAY DEPARTMENT, STANDARD SPECIFlCATIONS FOR HIGHWAYS AND BRIDGES, ITEM 150-ORDINARY BORROW (SECTION M 1.01.0) 7. THE CONTRACTOR SHALL COMPLY WITH ALl ITEMS OF THE LOCAL CONSERVATION COMMISSIONS "ORDER OF CON01110NS" DEMOLITION GENERAL NOTES: 1. ALL REQUIRED UTILITY DISCONNECTS AND/Oft ABANDONMENT TO BE COORDINATED W1TH RESPECTIVE UTILItt COMPANIES AND OWNER PRIOR TO CONSTRUCTION PHASING. REFER TD NOTE 7 OF THE CIVIL GENERAL NOTES. DN DRAWING C 0.0. 2 CONTRACTOR TO PROTECT AND MAINTAIN ALL UTILITIES TO REMAIN. 3. SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE DEMOLITION WORK. 4. ALL EXISTING U11LI11E5 SIGNS, PAVEMENT, SITE WALLS ETC. SHOWN IN BOLO TO BE REMOVED WITHIN THE CONTRACT LIMIT LINE. REFER TO THE CIVIL GENERAL NOTES FOR MORE INFORMATION. 5. SEDIMENTATION AND SOIL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE DEMOLITION WORN. 6. EXISTING BINMINOUS PAVEMENT TO BE SAW-CUT AT ALL LOCAl10N5 WHERE EXISTING BINMINOUS WILL MATCH NEW BINMINOUS PAVEMENT. EROSION AND SEDIMENTATION CONTROL CONSTRUCTION STAGES: STAGE I: A IMMEDIATELY AFTER MOBILIZATION, BUT PRIOR TO INITIATING ANY SOIL-OISNRBING ACTIWTIES THE CONTRACTOR SHALL MAKE A GENERAL SITE ASSESSMENT TO ESTABLISH CONSTRUCTION LIMITS. DESIGNATE CONSTRUCTION ENTRANCES AND INSTALL ALL SPECIfIED SOIL EROSION AND SEDIMENT CONTROL MEASURES. SIAGE_II: A. CLEAR SITE AS REQUIRED TO ACCOMODATE THE CONSTRUCTION. LEGALLY CUT AND CHIP BRUSH. REMOVE SNMPS FROM THE SITE TO BE DISPOSED DF IN A PROPER MANNER. THE OWNER'S PERMISSION IS REgUIREO BEFORE CLEARING BEYOND THE TREE LINE OR WOODED AREA DEFINED ON THE PLANS. B. ADDRESS ALL STOCKPILE MATERIAL AS INDICATED IN THE EROSION CONTROL SPECIFlCAIIDNS. STAGE III. C. SURVEY, STAKE AND PLACE NEW IMPROVEMENTS IDENTIFIED 'MTHIN THE WORK AREA ANO AS SHOWN IXJ THE CONTRACT - DOCUMENTS. D. MAINTAIN, CLEAN AND REPAIR EROSION CONTROL ANO SEDIMENT PROTECTION MEASURES AS RECOMMENDED BY THE LATEST RENSION OF THE LOCAL AND STATE GWDELINES FOR SOIL. ERDSIDN AND SEDIMENT CONTROL ST~Gg IV: E. RE-SPREAD TOPSOIL TO DESIGNATED AREAS. F. INSTALL NEW PLANTING, BEGIN THE SITE PERIMEFER PLANT SITE PLANTING IN BUFFER ZONES TO ACHIEVE EARLY STABILIZATION AND THEN PLANT 9TE INTERIOR AREAS AND FINALLY PLACE SEED. G CLEAN UP SITE BUT LEAVE REMAINING EROSION CONTROL AND SEDIMENT PROTEC110N MEASURES IN PLACE UN11L SITE IS . STABILIZED AS DETERMINED BY THE ENGINEER. -------123-- I '-----------122-- o .~ L r~ I 1 __ n ------------------------ - -------- _- -- ---------- ------------------ --------- --- - - ----- ---- - ----- NORTHAMPTON( - - - - 7 ---------ROUTE 5---MT TOM-DEPOT-------- 0 CONNECT GAS SERVICES RECONNECT NEW ELECTRICAL ANO TO BLDG SYSTEMS. SEE MEP TELEPHONE SERVICE TO E%ISTING, pRAWNGS FOR MORE INFORMATION 'CONTRACTOR TO OBTAIN SERVCE CONNECT WATER SERNCE.ANO NDPW ~ SITE LAYOUT AND UTILITY PLAN PERMITS WITH LOCAL UnIITY - METER TO BLDG SYSTEMS. SEE MEP COMPANIES DRAWINGS FOR MORE INFORMATION 6- 0 3aIM B~VB M duo ,9 SITE BDUARDs CONNECT NEW GAS SERVCE ~ (TYP OF 2) C3.0 TO RELOCATED PROPANE TANK. ' CONTRACTOR TO OBTAIN PERMITS CONNECT WATER SERVICE WITH LOCAL UTILITY COMPANY SITE LIGHTING TO BLDG SYSTEMS. 6"(T) CONCRETE C3 ~ o O 6 SEE MEP DRAWINGS EOWP PAD Q y FlXNRE C3.D fOR MORE INFORMATION Z d Z Z ' POLE AND BASE GAS CONNECT POWER ~ TELEPHON a ~ SITE MATERUU.S GENERAL NOTES: CAS - - GAS SERa9 TO BLD 9y5TEMS. ¢° ~ BINMINOVS MHD SF~ ME ORAWIN S F6 MO Z ~ + 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONAL LAYOUT 30 SE ~ TYPE-A CURB IN~RMA ON O 3 INFORMATION AND NOTIFY ANY DISCREPANCIES TO THE ENGINEER TEL 1 TYPICAL CO EMERGENCY POWER FOR REVIEW ANO CLARIFICATION PRIOR TO THE INSTALLAnON DF ( ) ANY SITE IMPROVEMENTS. ~ SERVICES TO NEW ENERATOR. m 41 70 ~ SE 2 SEE MEP DRAWINC~FORpMORE 0 n lEL~2 INFORMATION ~ ~ 2 THERE SHALL BE A SMOOTH TRANSInON WHERE NEW PAVEMENTS CC PROPOSED BUILDING , 0 ~ ilE INTO E%ISTING PAVEMENTS WALKS OR CURBS. CURBS: MATCH Q ~ ~P 5 F.F. ELEVAnON = 123.00 6" CONC ECNIP PAD ANA a EXISTNG PoDTH AND HEIGHT. m SIBLE CUR O )FENCE ENCLOSURE C3.D \ R ~ /DETECT BLE w (W) GATE 3 3. PRONDE A FUU DEPTH ~" PRE-MOLDED JOINT FILLER ANO W ~ u ° SEALANT WHEREVER CONCRETE ABUTS Fl%EO OBJECTS (TYP). W NON7 D ITE FC 3 EP ® 1rAPER CURB PROFLE . ~ ~ TD EXISnrIC (TYPICAL) ~ SRE UTILITY GENERAL NOTES: O U 1"W POLY 5... 1"W PO Y :, x r.: .p~l ;;: iR;L .,'. ,, ;) L/ 1. FOR UTILITY TRENCH DETAILS, REFER TO 6/C3.0 ~-/ A 2. EXISTNG MANHOLE, FRAMES ANO COVERS AAE TO BE RESET AS L 3 SPACES AT 9'z1B' 1 ~ REOUIREO TO MATCH NEW GRADES. o o ~ 3. ALL WATER MAIN INSTALLAnONS ARE TO BE APPROVED BY THE Q n TAPER CURB PROFILE w °m CO N m SE 1 EP 3 ~ FIRE MARSHALL PRIOR TO TRENCH BACKFlLL O o 3 ~ TO EXISTING (TYPICAL). o cl SE 1 0 ~! TEL~1 FC 3 o w TEL 1 ° w ~ ~ ~ 4. PRONDE NYLON PULL ROPES IN ALL WNOVITS. 3 ^~ro CONNECT DATA AND POWER ~ ' ~ ~ ~ 1" W POLY W iu CABLES FOR FUEL MONITORING m FC 3 m ~ m o SYSTEMS. SEE ELECTRICAL ANO I CONNECT TEL DATA, POWE1 AND ~ 5. REFER TO DETAIL 4/C3.0 FOR CONDUIT DVCTBANN MECHANICAL PLANS FOR MORE EMERGENCY POWER CABLEq TO E%ISTING Q ARRANGEMENTS INFORMATION PANEL AND FUEL MONITOftI GiYBTEMS. m CONDUIT SCHEDULE: SEE ELECTRICAL ANO MECHANICAL PLANS O W ~ _ T] 9G.1D.5' 4. FOR MORE RMATION. \ Oj 1_3" pyp CONDUIT CONCRETE ENCASED a ~ N57'39'23"E _ O ~' Q2 7-3" PVC CONDUIT DIRECT BURIED .. 44.99' W W . TP CONNECT NEW SANITARY .BM CONNECT WATER ER CE ANO NDPW JO Q3 1-2" PVC CONDUIT CONCRETE ENCASED z N 2939960.4366 > SERVICE TD BUILDING MAIN. U MP E 352266.2694 d METER TO BLDG S M5. SEE BUILDING MECHANICAL ® 1-2" PVC CONDUIT DIRECT BURIED O 3 (SET) a DRAWINGS FOR AODInONAL U ~ 'Cc ° ~ INfORMATIDN N 293996fi.9644 Z 5 1-2"PVC DIRECT BURIED CONDUIT WITH 2-VB L CONNECT NEW ~" WATER SANITARY e3 E 352310.7790 O o Q 1-~10 GNO - SERVICE TD E%ISTING CLEANOUT C3.0 (HOLD) U MEreR Plr. coNrftacrDR BITUMINOUS PAVEMENT TYPE: TD OBTAIN CONNECnON BITUMINOUS 5 PERMITS. ~ ppypMENT (TYPICAL) C3.0 ~ 0 _ W ~ PAVEMENT rYPE "A" - SEE DETAIL 5/C3,0 D] d nE NEW PAVEMENT \a ~ PAVEMENT TYPE "B" -MHD ITEM ND. 7D1 > INTO EXISTNG (TYPICAL) k 2r 0 a CONNECT NEW SANITARY y W SIGN SCHEDULE: TO EXISTING SMH. PRONOE U o O F ~ Q7 ACCESSIBLE PARKING SIGN IJINIMUM 2S CH AND MATCH ' E%ISnNG I NF);REPAIR AN W U' o ~ ~ ~ CLEAN MH~~UIRED (~ N N O . =N~ ~Ila FOUN Z ~ II II II ~n~z Inm~N ul~_ o Zw II 0 LL and „9 ° ~ `` 3 a w ° ~ o 3 0 V1 ~ F- ~ ~ /~ ~ / ~ a W ~ _~ ~ ~ ~. 0 _ RELOCATE EXISTING SITE TRAI RAND .O p N U Q CONNECT ASSOCIATED U1ILITY ~ ~ O d F- X CONNECTIONS. Q ~ J ? k0 MO 3 J ~ J VI k ° ~ o~ ~ ~ m~ m~i o 3 ~ } CONNECT POWER AND TELE~H EN Z W ~ ~ '00 SEANCES TO TRAILER U11LI~T1y' ~ SYSTEMS. J U Q 7 0 o RECONNECT TEMP ELECTRI AL I bL ~ U ~ aNH~S ~ - TELEPHONE SERVICE TO E ISIIN .'~ U ~ ow CONTRACTOR TO OBTAIN YI E~` J Sd~ 3 ~ Q ~< PEg PITS 5TH LOCAL Un TY ~ ~ ~ '~3 ~ ^ 18 ~ ~ I 0 a o~ CONNECT TE~NITA Y YERN ~ ~ 1{ w TANK TO TRAILER 1V 0 1~ p CDNNECnON. CONIRAQTQ gV0 STAIN ~ g 0 0 SANITARY PUMPING SERVICE. \ ~,dolvvo ~ GRAPHIC SCALE W SAN ar3Na3no ~ ~ ~~ ~ ~ MO ~0 0 ~ ~ ~ 0 10 25 50 I m WO 4 ~ O W ~ 00 i ~(HOR. SCALE IN FEET) ~ j mI F ~ / 1 INCH = 1D FEET - sraa FED. alo PAa. No, sHEEY Taro N0, SHEETS MASS 6 8 PROJECT FILE N0. 605801 ~~ ~ I %T~- I I (' ~ I 1 3° I ~ I W n m I a +TC 123.50 ' I m BC123.7D W ~ ~ ~- o IU ~ ~~ o 123p4 o I ~/ C[ 3 ^iiv N `. O ~~ z MP o ''~ I ~ ~I 11 I D I I II ~ w I o I a 1~ 11 I~ b \ \ ~ MO o ~ I MD~ ~ 0 ~ 4 I ~ °w I o~ JI i o Q~ O w rc 5 ~ U o I w SA m I wl Im I ~ ~~ ~_- -------123-= I ~ ----------122-- o /I _ ~~--121-~ / / ~__ -- ~ 3dIM 38ad8 M dl0 ,9 \ ~ ° ~ ~ ~ y ~ y, 0 0 1 Q (L Z Z 0 ~a I Z~ ~ II ~a o3 ~ PROPOSED BUIIAING - 0 ~ BC1 F.F. ELEVATION -1123,00 n CL N I a I ~ _ - o O ~~ i l~f~ a 122.24 722.54 ~~ ~ r~ I 21,40 \ 122,3 ~ 122.26 21.40 \ ~ ~I ~ ~ I 3 ~ ~ ~ N ~ ° J I l a I m ~ ~ ~ II I I ~ ~o I I U I I II' I o I ~ o I I ~ ~~ N ~ F- ~~ II II m ~ ~ o x U ZJ ~~ II ~QO ~ ~ `- I-L' o N~ C I vN ~ U(C~ l ~ 1 O =N~ Lila ^ I}.~~N I g II II II \u:rcz ~~I ur~,~N ~ ~ ~n Le - o II ~ o I b-' ~zW~ ~ end „s ° ~'~ ~ 4 '~ N o o \ m F F 1 0 0 ~ F w I ~ °' r 3~ II °a °~ ~~ x a ~ a.~ ~ xo I ~ ~ ~I~ o~ ~~ x I I ~°a ~ 1 ~ ~ I ~~ w ~ 1 aNV~sl ~ ~ M° I m ° ~ ~ ~~ ~, 8 e eye $ ~ ~ ~~LL 3 ~ 0 1010 ~ ~ ~ I ~ MD. I ~ 1 ~ 0 ° I \ ~ J,dONdO ~ I ~ OH3Hb3A0 ~ 3 3 O I > ~7 MO ~D DT D ~ ~ ~I a ~ ~ ,- D a co ~ ~ D L,J N o ~ I r~ _____. -NORTHAMPTON ___ Rf11 ITF 5 _ IIT Tf1Ld F1FP(1T S7AlE FED, AID PROJ, N0. RHEEi N0. lOTA1 EHEEiS MASS T B PROJECT FILE N0. 605801 SITE GRADING AND DRAINAGE PLAN GRADING AND DRAINAGE GENERAL NOTES: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY E%ISTING CONDITIONS, AS SHOWN ON THE DRAWINGS WITH ACTUAL FIELD CONDITIONS AND NOTIFY THE RESIDENT ENGINEER IN WRITING OF ANY DISCREPANCIES. COMMENCEMENT OF WORK IN AREA SIGNIFIES ACCEPTANCE OF E%ISTING COND18DN5 SHOWN ON THESE DRAW1NG5 AS BEING SUBSTANTIALLY CORRECT. 2 l''RDPDSED GRADES INDICATE INTENT. THE CONTRACTOR SHALL VERIFY ELEVATIONS ANO MANE FIELD ADJUSTMENTS AS AUTHORIZED BY THE DISTRICT, TO MEET FIELD CONDITIONS AND TO PRONOE POSITIVE SURFACE DRAINAGE TOWARO6 NEW AND E%ISTING DRAINAGE INLETS. ADJUST EXISTING DRAINAGE STRUCNRES TOP ELEVATIONS AS AEOUIRED, 3. SEE DETAIL 6/C3.0 FOR TYPICAL TRENCH DETAIL. 4. ALL E%TERIOR DOOR PADS TO HAVE A MA%IMUM TWO (2) PERCENT CROSS SLOPE, 5, CONTRACTOR TO SMOOTHLY BLEND ALL PROPOSED GRADES TO EXISTING GRADES, GRAPHIC SCALE 0 10 25 50 (HOB, SCALE IN FEET) PINCH = 1-fEET ~- -