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8137_SITE PLAN - BRAMAN - CHEMICAL ENT., INC. - 147 ALMGREN DRIVE Qra � n 0 0 TOWN OF AGAWAM INTEROFFICE MEMORANDUM DMp` To: Planning Board CC: John P. Stone, File, The O'Leary Co. From: Engineering Date: November 28, 2000 Subject: Site Plan - Braman Chemical Enterprises, Inc., - 147 Almgren Drive - SP 366 Per your request dated November 21, 2000 we have reviewed the revised plans for the above referenced project entitled, "New Addition For: Braman Chemical Enterprises, Inc., 147 Almgren Drive Agawam, MA" dated 9/18/00, issued 11/21/00 by The O'Leary Co. and we have the following comments: 1. We recommend the following details be included for construction purposes: Sidewalk Section including Handicap Ramps, Roads/Parking Typical Pavement Section (including gravel base). We recommend that sidewalks be constructed with 4000 psi concrete. 2. An additional clean-out should be provided approximately 80 feet southwest of the proposed manhole (at the tee-wye). If you have any questions, please do not hesitate to contact our division. Sincerely, Jennifer Grabowski ames T. Daley, P E. Civil Engineer II Town Engineer haengineerlsiteplan\sp366_Q3.wpd •4 ;4it Ito a r.., TowN OF AGAWAM INTEROFFICE MEMORANDUM To: John P. Stone, DPW Supt. kv 9 CC: Pkwft BDMOI File, The O'Leary Co. From: Engineering Date: November 15, 2000 Subject:Storm Drain Permit- Braman Chemical Enterprises, Inc., - 147 Almgren Drive - SD182 W have reviewed the drainage plans and calculations for the above referenced project and we approve the attached Storm Drain Permit based on the following conditions: 1. Drainage shall be as shown on the plan entitled, "New Addition For: Braman Chemical Enterprises, Inc., 147 Almgren Drive Agawam, MA" dated 9/18/00, issued 1015100 by The O'Leary Co. 2_ The applicant should realize that there may be some ponding of water in the parking lot during the 100 year storm. In addition, the remaining comments from our memo to the Planning Board dated October 19, 2000 must also be addressed. If you have any questions, please do not hesitate to contact our division. Sincerely, Jennifer Grabowski James T. Daley, P.E. »J Civil Engineer 11 Town Engineer h:lengineerlsiteplanlsp366_02.wpd NOV 1 5 2000 PLAN r. t 1 - - Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 October 20, 2000CD Marty Weinstein Fy Braman Chemical Enterprises, Inc. . 147 Ahngren Drive CD P.O. Box 368 Agawam,MA 01001-03 68 Dear Mr.Weinstein: At its duly called meeting held on October 19, 2000, the Agawam Planning Board voted to approve the Site Plan entitled:New Addition For.Braman Chemical,Inc., 147 Ahngren Drive, Agawam, MK' prepared by the O'Leary Company and dated September 18, 2000 with the following conditions: 1. The comments contained in the memo from the Engineering ]department dated October 19, 2000 and attached must be addressed. 2. All new trees must be a minimum 2" caliper. Three(3)copies of the revised plans are to be submitted to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Jason Freeman, Acting Chairman Agawam Planning Board cc: Clerk O'Leary Company Westmass Engineering Building File TOWN Of AGAwAm � INTEROFFICEMEMORANDUM To: Planning Board CC: John P. Stone, File From: Engineering Date: October 19, 2000 Subject: Site Plan -Braman Chemical Enterprises, Inc., - 147 Almgren Drive - SP 366 Per your request dated October 5, 2000 we have reviewed the plans for the above referenced project entitled, "New Addition For: Braman Chemical Enterprises, Inc., 147 Almgren Drive Agawam, MA" dated . 9/18/00, issued 1015100 by The O'Leary Co. and we have the following comments: 1. The following note should be included on the plans; "Prior to any installation of any sewer, water or drainage lines,the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division. If any new water connections are required,the following note should be included on the plans; "The contractor/owner shall be responsible for testing any existing Town gate valve where a new connection will be made. The contractor/owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing of the new water main." 2. A Storm Drain Permit will be required from the Department of Public Works. The applicant should fill out a Storm Drain Permit form and submit it to our division. We have not finished our review of the storm drain calculations yet. 3. We recommend the following details be included for construction purposes: Sidewalk Section including Handicap Ramps, Roads/Parking Typical Pavement Section (including gravel base). We recommend that sidewalks be constructed with 4000 psi concrete. 4. The plan should show the location of the dumpster and should show a screening fence with gate around the dumpster. 5. The sanitary sewer should have a minimum slope of 1/4.inch per foot. Also, clean-outs should be provided at 100 foot intervals. .. SP-366 Braman October 19, 2000 Page 2 6. On Sheet L103 on the southern edge of the parking lot, the spot grade 190.50 should be changed to 191.50. 7. A curb cut permit will be required for the new driveway on Abrams Drive. When our drainage review is complete, we may have additional comments. If you have any questions, please do not hesitate to contact our division. sincerely, �'114 fifer Grabowski James T. Daley, P.E. Civil Engineer 11 Town Engineer h:lengineerlsiteplanlsp366 01.wpd j TOWN OF AGAWAM 0 INTEROFFICE � h MEMORANDUM To: Planning Board CC: File , rF From: Engineering "' Date: October 19, 2000 Subject: Barden Street - Final Punch List OCR Z � Per your request, we have prepared the following punch 1 0 k it ins at the above referenced subdivision. 1. A Street Acceptance plan must be submitted. 2. The applicant must submit a disk containing the subdivision layout in Town coordinates. 3. The sanitary sewer must pass a deflection test. Also, a brick shelf and invert must be built in the manhole in the cul-de-sac. 4. The hydrant in the cul-de-sac must be raised so that the nozzle is between 18 and 24 inches above the ground surface. 5. Since we were not notified of the latest sidewalk construction (along the Barden Street frontage of house #1231 Main St.), the developer must provide us with the material slips. Also, there is a cracked sidewalk panel in front of house #24 and two patched panels in front of house #34 that should be removed and replaced. 6. The driveway apron and adjacent curb on Barden Street for house #1231 Main Street must be repaired. 7. The applicant must submit a letter from a Land Surveyor registered in Massachusetts stating that all pins and bounds have been set. If the bound in the metal bound box in front of lot 6 is in the correct location, then some of the sidewalk was built on private property. 8. Houses #46 and #56 require two shade trees each. Houses #16 and #24 require one shade tree each. 9. Regrading and loam and seed is required in the tree belt and behind the sidewalk along the Barden Street frontage of house #1231 Main Street. Also, the cul-de-sac island should be loamed and seeded. 10. A final street sweeping and catch basin cleaning must be done. Barden Street October 19, 2000 Page 2 If you have any questions, please do not hesitate to contact our division. Sincerely, ames T. Daley, P.E. Town Engineer s:lsubdivlhardn l2.wpd TOWN OF AGAWAM INTEROFFICE MEMORANDUM Q M�` To: PIanning Board CC: John P Stone, File Y ' -om: En g g ineerin r 9 IMA O�rt a Date: October 19, 2000 Subject: Site Plan - Braman Chemical Enterprises, Inc., - 14 `Drive - SP 366 Per your request dated October 5, 2000 we have reviewed the plans for the above referenced project entitled, "New Addition For: Braman Chemical Enterprises, Inc., 147 Almgren Drive Agawam, MA" dated 9/18/00, issued 1015100 by The O'Leary Co. and we have the following comments: 1. The following note should be included on the plans; "Prior to any installation of any sewer, water or drainage lines,the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division. " If any new water connections are required, the following note should be included on the plans; "The contractor/owner shall be responsible for testing any existing Town gate valve where a new connection will be made. The contractor/owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing of the new water main." 2. A Storm Drain Permit will be required from the Department of Public Works. The applicant should fill out a Storm Drain Permit form and submit it to our division. We have not finished our review of the storm drain calculations yet. 3. We recommend the following details be included for construction purposes: Sidewalk Section including Handicap Ramps, Roads/Parking Typical Pavement Section (including gravel base). We recommend that sidewalks be constructed with 4000 psi concrete. 4. The plan should show the location of the dumpster and should show a screening fence with gate around the dumpster. 5. The sanitary sewer should have a minimum slope of 1/4 inch per foot. Also, clean-outs should be provided at 100 foot intervals. A SP-366 Braman October 19, 2000 Page 2 6. On Sheet L103 on the southern edge of the parking lot, the spot grade 190.50 should be changed to 191.50. 7. A curb cut permit will be required for the new driveway on Abrams Drive. When our drainage review is complete, we may have additional comments. If you have any questions, please do not hesitate to contact our division. Sincerely, t ifer Grabowski James T. Daley, P.E. Civil Engineer II Town Engineer h_lengineerlsiwplanlsp366_01.wpd AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: October 17, 2000 DATE RECEIVED: October 5, 2000 DISTRIBUTION DATE: October 5, 2000 PLANNING BOARD MEETING DATE: October 19, 2000 APPLICANT INFORMATION 1. Name of Business: Braman Chemical Enterprises, Inc. Address: 147 Almgren Drive, P.O. Box 368 Agawam, MA 01001-0368 2. Owner: Same Address: Same Telephone: (413) 732-9009 3. Engineer: The O'Leary Company, Inc. Address: 376 College Highway P.O. Box 377 Southampton, MA 01073-0377 Telephone: (413) 527-1360 PLAN REVIEW Scale: 1" = 30' Date: September 18, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Site Plan Review Page 2 Description of Project: Proposed construction of a 17,500 sq.ft. addition to an existing industrial building including a new curb cut and new parking. Braman Chemical is to use approximately 5,500 sq.ft. of the addition. The remaining 12,000 sq.ft. Will be available for long-term lease. Description of Site: The area to be developed is presently in lawn. Provision for Traffic Flow: A new curb cut is proposed off of Abrams Drive. There presently exists a curb cut on Almgren Drive. This curb cut will remain unchanged. Parking: Forty (40) new parking spaces and two (2) new handicapped spaces are proposed. This will result in a total of 91 spaces. The parking guidelines for manufacturing are based upon the number of employees. The applicant should provide this information so that a parking review can be conducted. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: O.K. Sign Location: Existing Exterior Lighting: O.K. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Dumpster location not shown. Dumpster must be enclosed and screened. Other Comments or Concerns: �o AGAWAM FIRE DEPARTMENT 800 MAIN STREET 0 AGAW'AIM, MA 01001 TEUPH.ONE (413) 786-0637 f David A. Pisano Chief of Degartment SIRES Yl3 -7 10/12/00 RE: Braman Chemical 147 Almgren Dr. As per. 780 C.M.R. (Building Code) and 148 M.G.L. and Not limited to N.F.P.A. 13 and 72 this addition shall be sprinkled, and alarmed. Please note that the hydrant must be located with in (100) ft. Of the fire department connection also. Complete narratives with all (P.E.) Stamped drawings shall be submitted before work is to begin. Fire Insp. M.Mercad to AGAWAM FIRE DEPARTMENT APPROVAL pDATE......�QI aa V .. f V N.. .... .................... .......... rw weya� ` .............4 i ! MEMO To: Deborah S. Dachos, Director of Planning& Community Development From: Sergeant Donald Galler 5 Subject: Site Plan- Braman Chemical Enterprises, Inc., 147 Ahngren Drive Date: October 6,2000 The construction of a 17,500 S.F. addition to the existing Braman Chemical building will have no impact on pedestrian or traffic safety. This building is located in the industrial park. However,they must be in compliance with the Town Code on Handicapped Parking spaces. 0�� 6low Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 D Mph, Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Department, Police Department,Fine Dgmdar . FROM: Deborah S. Dachos, Director Office of Planning&Community Development DATE: October 5, 2000 SUBJECT: Site Plan -Braman Chemical Enterprises, Inc., 147 Almgren Drive Please review and comment on the attached Site Plan for Braman Chemical Enterprises, Inc., on 174 Almgren Drive prior to the Board's October 19, 2000 meeting. Thank you. DSD/jsg Attachment AG AM FIRE DEPARTMENT APPROVAL DARE-.- O� ;P�- 9R .AP.Y4eYY MIN DSD/j sg oz D�� 1 vo 0\\ '* 4 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 s D MPy� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Department, Police Department, Fire Department FROM: Deborah S. Dachos, Director Office of Planning& Community Development DATE: October 5, 2000 SUBJECT: Site Plan-Braman Chemical Enterprises, Inc., 147 AhWen Drive Please review and comment on the attached Site Plan for Braman Chemical Enterprises, Inc., on 174 Almgren Drive prior to the Board's October 19, 2000 meeting. Thank you. DSD/jsg Attachment DSD/jsg AGAWAM PI ANNING BOARD OCT 0 5 7000 Form D Application for Site Plan Approval PLANNIN Please cc;mpIcte dic fiblinwing form and refunt it and 10 collies of the Site Plan to: Agawairt Planning Board Office of Planning and Community Development b 36 Main Street Agawam, MA 01001 c� n� �rf �-r 1. Name of Business Braman Chemical Enterprises, Inc. Address 147 Aling-ren...I?r .y_e�P. 0, �; 168, AgawAm, 14A Q1 naL J3a68 t � 2. Name of Applicant/Owner Braman Chemical Enterprises, Inc. Address 147 Almgren Drive/P. 0. Box 368, Agawam, MA OIOOI-0368 `telephone 41.3- 2-9009 3. Narnc c)f Eiigjrieer/Architect Tbe_.Q'LQAr_y...Company., Inc- Address 376 College Highway/P. d_Box 377, Southampton, MA .01073-0 77 Telephone 4. Please give a Nief description of like proposed project: Construct a 17,500 square foot addition off existing building to include added parking and new driveway access for future tenant. Braman to use approximately 5,500 square feet. Remaining 12,000 square feet_ will be an open shell available for long-term lease. Rev. 2/14/94