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8124_SITE PLAN - EBTEC, INC. - SHOEMAKER LANE 5l`�cem�.�r Lane TOWN OF AGAWAM •� tip, INTEROFFICE MEMORANDUM y� s ��Rgrf 6 MA To: Building Dept. CC: Planning, File From: Engineering Date: November 27, 2001 Subject: SP 364 - Ebtec Corporation - 120 Shoemaker Lane Per your request, a follow up visit to the subject site was performed today. The following items are noted: 1. Vegetation within the detention pond has been established in most areas. There are.some locations though where it has not (primarily along the eastern bank). Also there is evidence of erosion along the northern and western banks. Because of the time of year now (late Autumn), it is suggested that all these embankments be re-raked, re-seeded, and then covered with jute netting. This procedure should help to prevent further erosion and also help the grass become established in the springtime. 2. The outside storage trailers that exist at the rear of the building have not been removed as per memo by Planning to Ebtec Inc. dated August 21, 2000. Once removed, the storm water detention area beneath these trailers is to be cleaned of all debris. 3. There is siltation occurring (caused by adjoining bank erosion) in the drainage Swale that leads to the storm water detention area mentioned in item #2 above. This embankment must be given the same treatment as defined in item #1 above. The swale should then be cleared of.all silt, raked, seeded, and covered with jute netting (as described in item #1 above) or-else the surface of this swale should be covered with stone to allow for proper drainage and to prevent further erosion. 4. All other related items were previously addressed in our memo to Building and Planning dated August 2, 2001. Respectfully, Rick S. Seidnitzer P14 ;: ames•T.'Daley, P.E. Civil Engineer I ;� 'il�i'�i i `v, �'1"c�vv�ii19A sneer h:lenb inee rlsi to planlsp364_8.wpd 0 a TOWN OF AGAWAM INTEROFFICE MEMORANDUM y� y .ter ,1 6 MP To: Building Inspection CC: James T. Daley, P.E., Planning, File From: Rick Seidnitzer Date: August 2, 2001 Subject: SP 364 - Ebtec Corporation - 120 Shoemaker Lane - Final Inspection A final walk through took place today at the Ebtec Corporation with representatives from Forish Const. The following items are noted: (7V"/ t 1. The detention basin must be stabilized with-vegetation: Forish said that owner of Ebtec will complete this item. l�\bYi2)1'ocat'on 2• J The 6 inch SDR 35 pipe entering he catch # 4 is the outlet from the �- roof drain system. This system, even though not drawn on approved site plans, was proposed to-drain into they new detention basin\but couldn't because of inadequate pitch. 03. Bituminous concrete berm''and�oam is missing at1the north end of the parking area. g P g Thereyis a 10 foot wide-stone-pad along this edge of bit. conc. Forish said that the owner of Ebtec wanted it left like this for snow removal purposes. n4. The northwest corner of the new bituminous concrete covers a larger area than the accep��d plant fForish said that the owner of Ebtec requested this to increase the number of on site parking stalls and also to allow truck access to the rear of the new addition. This is an increase of 3% in the total bit. conc. area. Further examination of this situation is not called for. 5. Outside storage trailers that exist on site are to be removed as per memo by Planning Board to Ebtec Inc. dated August 21, 2000. 6. All items relative to Engineering have been satisfied. Respectfully, Rick S. Seidnitzer h:lengineeAsiteplanlsp364_7.wpd Civil Engineer I TOWN OF AGAWAM INTEROFFICE MEMORANDUM kTE p To: Building Inspection CC: James T. Daley, P.E., Planning, File From: Rick Seidnitzer Date: August 2, 2001 Subject: SP 364 - Ebtec Corporation - 120 Shoemaker Lane - Final Inspection A final walk through took place today at the Ebtec Corporation with representatives from Forish Const. The following items are noted: 1. The detention basin must be stabilized with vegetation. Forish said that owner of Ebtec will complete this item. 2. The 6 inch SDR 35 pipe entering the catch basin at location# 4 is the outlet from the roof drain system. This system, even though not drawn on approved site plans, was proposed to drain into the new detention basin but couldn't because of inadequate pitch. 3. Bituminous concrete berm and loam is missing at the north end of the parking area. There is a 10 foot wide stone pad along this edge of bit. conc. Forish said that the owner of Ebtec wanted it left like this for snow removal purposes. 4. The northwest corner of the new bituminous concrete covers a larger area than the accepted plans. Forish said that the owner of Ebtec requested this to increase the number of on site parking stalls and also to allow truck access to the rear of the new addition. This is al) increase of 3% in the total bit. conc. area. Further examination of this situation is not called for. 5. Outside storage trailers that exist on site are to be removed as per memo �y Planning': Board to Ebtec Inc. dated August 21, 2000. 6. All items relative to Engineering have been satisfied. , IL' j • A�6 0 2 2�01 Respectfully, , a Rick S. Seidnitzer h:lenbineeirlsitep1an\sp364_7.wpd Civil Engineer I 0 0 TOWN OF AGAWAM INTEROFFICE MEMORANDUM z Mp, �o To: Building Inspection CC: James T. Daley, P.E., Planning, Don at Forish Constr�lllr 'e" From: Rick Seidnitzer i Date: July 24, 2001 JUL 2 7 2031 Subject: SP 364 - Ebtec Corporation - 120 Shoemaker Lane Y �L) The following is a punch list for the Ebtec Corporation - SP 364: 1. The detention basin must be stabilized with vegetation. 2. More rip-rap must be added in the areas of the inlet and outlet pipes. 3. Remove pieces of rip-rap blocking outlet pipe in the detention basin. 4. Where necessary, parge with mortar any voids around pipe entering and exiting all structures. 5. There is a 6 inch SDR 35 pipe entering the catch basin at location# 4 that is not shown on the plans. 6. Bituminous concrete berm and loam is missing at the north end of the parking area. 7. The northwest corner of the new bituminous concrete covers a larger area than the accepted plans. 8. Outside storage behind the new addition needs to be removed or stored within the new addition. 9. Forish to coordinate and furnish a representative with the Agawam Engineering Dept. to perform a final inspection of the site and structures. Respectfully, fx � '� )U=;�) Rick S. Seidnitzer liaengineerlsiteplanlsp364-6.wpd Civil Engineer I ft 9 TOWN OF AGAWAM �101/ INTEROFFICE MEMORANDUM o To: Planning Board CC: John P. Stone, Edward N. Chapdelaine, P.E., File From: Engineering Date: October 13, 2000 Subject: Site Plan - Ebtec Corporation - 120 Shoemaker Lane - SP 364 Per your request of October 11, 2000 we have reviewed the plan entitled, " Details Storm, for Ebtec Corporation, by Durkee, White, Towne, and Chapdelaine, dated September 28, 2000, scale 1" = 40', Sheets H. We have the following comments: 1. The following notes 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. " " All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel. " 2. All ADS pipe and joint fittings shall conform to ASSHTO M-294 type S. The existing drain line that is labeled " replace with cast iron " should be removed from the Proposed Site Plan. The existing catch basin located west of the new addition should be labeled, " to be removed " or " to be abandoned " on Sheet 14. 3. We recommend a detail for the proposed curbing be included on the plans. The Planning Board voted to approve this site plan on August 17, 2000. The above comments need to be addressed to satisfy our division. If you have any questions, please do not hesitate to contact our . division. Sincerely, ames T. Daley, P.E. Van o arm Town Engineer Civil Engineer I: h:lcngineerlsiteplaMsp364 3.wpd '' S _. 6 TO Town of Agawam y " 36 Main Street Agawam, Massachusetts 01001-1837 q�p MPy�'1 Tel. 413-786-0400 Fax 413-786-992 7 MEMO TO: Engineering Department FROM: Planning Board DATE: October 11, 2000 SUBJECT: Revised Drainage Plan- EBTEC Corporation- Shoemaker Lane Please review and comment on the attached Revised Drainage Plan for EBTEC Corporation on Shoemaker Lane prior to the Board's October 10 meeting. Thank you. DSD/jsg Attachment DSDrsg TowN OF AGAWAM n, m INTEROFFICE MEMORANDUM y Mp To: Planning Board CC: John P. Stone, Edward N. Chapdelaine, EE., File From: Engineering Date: September 14, 2000 Subject: Site Plan - Ebtec Corporation - 120 Shoemaker Lane - SP 364 On September 8, 2000 we received drainage calculations and revised plans for Ebtec, Corporation, 120 Shoemaker Lane. We have reviewed the drainage calculations and plans entitled, " Existing and Proposed Worksheets and Siteplans, for Ebtec Corporation, by Durkee, White, Towne, and Chapdelaine, dated July 28, 2000 and August 21, 2000, scales 1" = 80' and 1" = 40', Sheets E, F, G, 13 and 14." 1. The following notes 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 backfilied without the permission of the division. " " All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel. " 2. We received drainage calculations for this site on September 8, 2000. We have reviewed the submitted calculations and we will grant the applicant a storm drain permit. We recommend a drain manhole detail and catch basin detail be included on the plans. All ADS pipe and joint fittings shall conform to ASSHTO M-294 type S. The existing drain line that is labeled " replace with cast iron " should be removed from the Proposed Site Plan, Sheet 14, and routed around the proposed addition, as shown on the Proposed WorkSheet, Sheet G. The existing catch basin located west of the new addition should be labeled, " to be removed " or " to be abandoned " on Sheet 14. 3. We recommend a detail for the proposed curbing be included on the plans. 4. A Form A should be submitted for this property. The Planning Board voted to approve this site plan on August 17, 2000. The above comments need to be addressed to satisfy our division. If you have any questions, please do not hesitate to contact our division. Sincerely, _ ame�Dal , Van (Oya is Town Engineer Civil Engineer I h:\engineer\siteplan\sp364-2.wpd r TOWN OF AGAWAM 0 INTEROFFICE MEMORANDUM ��RTE�Mpy� To: Planning Board CC: John P. Stone, Edward N. Chapdelaine, P.E., File From: Engineering Date: September 7, 2000 Subject: Site Plan - Ebtec, Inc - 120 Shoemaker Lane - SP 364 We have reviewed the revised plan for the above referenced project entitled, " Proposed Site Plan - 120 Shoemaker Lane, prepared for Ebtec Corporation, by Durkee, White, Towne and Chapdelaine, dated July 28, 2000, revised August 15, 2000, scale 1"=40'." We have the following comments: l. The following notes 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 backfilied without the permission of the division. " "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." 2. A Storm Drain Permit will be required from the Department of Public Works. Drainage calculations should be submitted for both pre and post conditions for the 2, 10, and 100 year storms. The proposed site plan includes a leaching basin east of the proposed parking area, we do not give credit for leaching the additional run-off being created. Detention should be provided with positive outflow. The applicant's engineer, Edward N. Chapdelaine, P.E., discussed this issue with our division and he will be submitting storm drain calculations. 3. The existing drain line that is labeled " replace with cast iron " should be routed around the proposed addition using drain manholes. More information should be provided on this drain line such as where it outlets. 4. We recommend the following details be included on the plans: a curbing detail, catch basin detail and a drain manhole detail. 5. A Form A should be submitted for this property. The Planning Board voted to approve this site plan on August 17, 2000. The above comments need to be addressed to satisfy our division. If you have any questions, please do not hesitate to contact our division. Sincerely, es T. Daley, P.E. Van Kac a akis own Engineer Civil Engi eer I h:lengineerlsiteplanlsp364_1.wpd AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 8, 2000 DATE RECEIVED: August 3, 2000 DISTRIBUTION DATE: August 4, 2000 PLANNING BOARD MEETING DATE: August 17, 2000 APPLICANT INFORMATION 1. Name of Business: Ebtec, Inc. Address: 120 Shoemaker Lane Agawam, MA 01001 2. Owner: Same Address: - Telephone: (413) 786-0393 3. Engineer: Ed Chapdelaine, Sr. Address: 356 Front Street Chicopee, MA 01013 Telephone: (413) 592-5164 PLAN REVIEW Scale: 1"=40' Date: ,duly 28, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a 6,000 sq.ft. addition to an existing industrial building with 28 new parking spaces. r Site Plan Review Page 2 Description of Site: Proposed addition to be constructed at rear of the existing building which is now used for storage. Provision for Traffic Flow: Width of existing curbcut and radii should be shown on the plan. Parking: Presently there are eighty (80) parking spaces on the site. The new plan shows only seventy-one (71). In order to do an analysis of the parking employment figures must be provided. Drainage: Due to the size of the parcel, a storm drainage permit will be required. Drainage must meet the requirements of Agawam's storm drainage ordinance. Public Utilities: All existing utilities must be shown on the plan. Landscaping/Screening and Buffers: All existing landscaping must be shown on the plan. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Should be located on the Site Plan. Exterior Lighting: Must be shown on the plan. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Dumpster fence height and type is to be noted on the plan. The dumpster is also to be screened. Other Comments or Concerns: There is a considerable amount of outside storage behind the building. This should be removed or stored within the new addition when completed. Town of Agawam a, y y 36 Main Street Agawam, Massachusetts 01001-1837 ,q�#p MPy�1 Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD o M:5:- �.rn August 21, 2000 — ::a x'q (.0^r1 Ebtec, Inc. c. 120 Shoemaker Lane --- Agawam, MA 01001 To Whom It May Concern: At its duly called meeting held on August 17, 2000, the Agawam Planning Board voted to approve the plan entitled "Proposed Site Plan - 120 Shoemaker Lane, Prepared for EBTEC CORPORATION ', prepared by Durkee, White, Towne& Chapdelaine and dated July 28, 2000 with the following conditions: 1. the Engineering Department comments dated August 17, 2000 (attached) are to be addressed; 2. the Site Plan Review prepared by D. Dachos, dated August 17, 2000 (attached) are to be addressed; 3. the storage trailers that exist on the site are to be removed once work on the addition has been completed. Three sets of revised plans are to be submitted to the Planning Board for their signatures. If you have any questions, please contact this office at 786-0400, extension 245. Sincerely, za_-X_� Dennis B. Hopkins, Acting Chairman AGAWAM PLANNING BOARD cc: Town Clerk Building inspector En ' eering Dept. Fo sh Construction Co. f AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 8, 2000 DATE RECEIVED: August 3, 2000 DISTRIBUTION DATE: August 4, 2000 PLANNING BOARD MEETING DATE: August 17, 2000 APPLICANT INFORMATION 1. Name of Business: Ebtec, Inc. Address: 120 Shoemaker Lane Agawam, MA 01001 2. Owner: Same Address: Telephone: (413) 786-0393 3. Engineer: Ed Chapdelaine, Sr. Address: 356 Front Street Chicopee, MA 01013 Telephone: (413) 592-5164 PLAN REVIEW Scale: 1"=40' Date: July 28, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a 6,000 sq.ft, addition to an existing industrial building with 28 new parking spaces. Site Plan Review Page 2 Description of Site: Proposed addition to be constructed at rear of the existing building which is now used for storage. Provision for Traffic Flow: Width of existing curbcut and radii should be shown on the plan. Parking: Presently there are eighty (80) parking spaces on the site. The,new plan shows only seventy-one (71). In order to do an analysis of the parking employment figures must be provided. Drainage: Due to the size of the parcel, a storm drainage permit will be required. Drainage must meet the requirements of Agawam's storm drainage ordinance. Public Utilities: All existing utilities must be shown on the plan. Landscaping/Screening and Buffers: All existing landscaping must be shown on the plan. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Should be located on the Site Plan. Exterior Lighting: Must be shown on the plan. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Dumpster fence height and type is to be noted on the plan. The dumpster is also to be screened. Other Comments or Concerns: There is a considerable amount of outside storage behind the building. This should be removed or stored within the new addition when completed. TOWN OF AGAWAM 0 INTEROFFICE MEMORANDUM w y� . �o�p�R4TEl! To: Planning Board CC: John P. Stone, File From: Engineering Date: August 17, 2000 Subject: Site Plan - Ebtec, Inc - 120 Shoemaker Lane - SP 364 Per your request dated August 4, 2000 we have reviewed the plans for the above referenced project entitled, Existing and Proposed Site Plans, prepared for Ebtec Corporation, by Durkee, White, Towne and Chapdelaine, dated July 28, 2000, scale 1"=40'." We have the following comments: 1. The following notes 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. " "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel. " 2. A Storm Drain Permit will be required from the Department of Public Works. Drainage calculations should be submitted for both pre and post conditions for the 2, 10, and 100 year storms. The proposed site plan includes a leaching basin east of the proposed parking area, we do not give credit for leaching the additional run-off being created. Detention should be provided with positive outflow. 3. The existing drain line that is labeled " replace with cast iron " should be routed around the proposed addition using drain manholes. More information should be provided on this drain line such as where it outlets. 4. We recommend the following details be included on the plans: a curbing detail, catch basin detail and a drain manhole detail. 5. A turning area should be provided for the eastern most parking spaces in the area of the additional parking to ensure the vehicles will be able to exit. The radii for the turning area should be labeled. 6. A Form A should be submitted for this property. 7. The existing site provides 72 parking spaces, the proposed site provides only 60 parking spaces. The applicant is proposing•a building addition. More information should be provided to see how many spaces are necessary. It would seem that an addition would create new employees and more parking spaces would be needed. If you have any questions, please do not hesitate to contact our division. Sincerely, James T. Daley, P.E. Van Kacoyannakis Town Engineer Civil Engineer I h:%engineerlsitep1an\sp364.wpd 0 9 TOWN OF AGAWAM 0 INTEROFFICE MEMORANDUM - p MPy To: Planning Board CC: John P Stone, File From: Engineering Date: August 17, 2000 Subject: Site Plan - Ebtec, Inc - 120 Shoemaker Lane - SP 364 We have received your request this afternoon to review the above referenced revised plan and we do not have enough time to review it for tonight. Sincerely, ga'A-1-3-7. c� James T. Daley, P.E. Town Engineer h:lenginecAs iteplanlsp364_02.wpd TOWN OF AGAWAM INTEROFFICE MEMORANDUM " N �A7E 0 M To: Planning Board CC: John P. Stone. File From: Engineering Date: August 17, 2000 Subject: Site Plan - Ebtec, Inc - t20 Shoemaker Lane - SP 364 Per your request dated August 4, 2000 we have reviewed the plans for the above referenced project entitled, " Existing and Proposed Site Plans, prepared for Ebtec Corporation, by Durkee, White, Towne and Chapdelaine, dated July 28, 2000, scale 1"=40'." We have the following comments: 1. The following notes 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. " "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel. " 2. A Storm Drain Permit will be required from the Department of Public Works. Drainage calculations should be submitted for both pre and post conditions for the 2, 10, and 100 year storms. The proposed site plan includes a leaching basin east of the proposed parking area, we do not give credit for leaching the additional run-off being created. Detention should be provided with positive outflow. 3. The existing drain line that is labeled " replace with cast iron " should be routed around the proposed addition using drain manholes. More information should be provided on this drain line such as where it outlets. 4. We recommend the following details be included on the plans: a curbing detail, catch basin detail and a drain manhole detail. 5. A turning area should be provided for the eastern most parking spaces in the area of the additional parking to ensure the vehicles will be able to exit. The radii for the turning area should be labeled. 6. A Form A should be submitted for this property. 7. The existing site provides 72 parking spaces, the proposed site provides only 60 parking spaces. The applicant is proposing a building addition. More information should be provided to see how many spaces are necessary. It would seem that an addition would create new employees and more parking spaces would be needed. If you have any questions, please do not hesitate to contact our division. Sincerely, 0 James T. Daley, P.E. Van Kacoyannakis Town Engineer Civil Engineer I h:NMinee Asiteplanksp364.wpd � ' � � Established in 1946 Construction Co., Inc. FAX (413) 562-7136 Mainline Industrial Park Box 358 Westfield, MA 01086 TEL. (413) 568-8624 TO: Agawam Planning Board FROM: Forish Construction Company, Inc. DATE: August 17, 2000 RE: Ebtec, Inc. 120 Shoemaker Lane Agawam, MA Please find attached Revision 8/15/00 of the site plan. The changes do not effect the building size or location. The changes are as follows: 1. The new parking area has been relocated to the west of its prior proposed location. 2. The dumpster is now shown on the east side of the existing building. 3. The existing process gas storage tanks are now shown relocated to the east side of the existing building. These will be permitted through the Fire Department. 4. New wal-pac light locations are now shown on the site plan. 5. 71 parking spaces are shown. Three will be handicap. The current maximum number of employees per shift is sixty plus three visitors plus ten new employees. Zoning requires one space/1.5 employees plus visitors which is 50 spaces total. Thank you for your consideration. 1.-•• ,y(� '] �V1! f CONSTRUCTION AND MAINTENANCE • COMMERCIAL • INDUSTRIAL• INSTITUTIONAL MEMO TO: Engineering Department FROM: Planning Board DATE: August 17, 2000 SUBJECT: Site Plan - Ebtec - Shoemaker Lane Attached a revised plan for Ebtec that was submitted to this office by Eric Forish today. This item is on the agenda this evening. DSD:prk MEMO To: Planning Board From: Sergeant Donald Gallerani6p Subject: Site Plan-Ebtec-Shoemaker Lane Date: August 11, 2000 The construction of a pre-engineered building addition to the original Ebtec building located at 120 Shoemaker Lane will have no impact on traffic or pedestrian safety. However, they must be in compliance with the Town Code regarding Handicapped parking spaces. 'qw� AU6 1 3 24�4 KAMM- u. u��t� Town of Agawam fir 36 Main Street Agawam, Massachusetts 01001-1837 y� TeI. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: August 4, 2000 SUBJECT: Site Plan- Ebtec - Shoemaker Lane Please review and comment on the attached Site Plan for Ebtec on Shoemaker Lane prior to the Board's August 17'b meeting. Thank you. DSD.prk PLEASED BE ADVISED THAT ALL PERMITS FROM THIS OFFICE WILL BE REVIEWED , TO UP DATE AS NEEDED . ALSO ANY CHANGING OF ( 02 ) TANKS OUT DOORS MUST COMPLY WITH N . F . P . A . 50 ET . AL . 1� 0�1 AGAWAM FIRE DEPARTMENT APPROVAL DATE..... �? aB SIGN - � - Po + isA+pe— *L-za a Mee) EXISTING SITE PLAN -- 120 SHOEMAKER LANE INDEXED PLAN OF LAND IN THE TOWN OF AGAWAM, MASSACHUSETTS HAMPDEN COUNTY — PREPARED FOR EBTEC CORPORATION "511 OF ° J. yG� DURKEE, WHITE, TOWNE & CHAPDELAINE HA NE 3W78 y , CIVIL ENGINEERS & LAND SURVEYORS 8378 356 FRONT STREET - `��� suRwio CHICOPEE, MASSACHUSETTS - 01013 Phone (413) 592-5164 DRAWN BY — EJC SCALE: 1" = 40, Drawing No. SHEET 1 OF 2 CHECKED BY -- RWB JULY 28, 2000 80-4043 FILE AG804043D.S70 APPROVED BY — ENC PLOT 7/28/00 Sheet No. 0 i Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 q��Mayes Tel. 413-786-0400 Fax 413-786-992 7 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: August 4, 2000 SUBJECT: Site Plan -Ebtec - Shoemaker Lane Please review and comment on the attached Site Plan for Ebtec on Shoemaker Lane prior to the Board's August 17'meeting. Thank you. DSD:prk AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: c Agawam Planning Board f Office of Planning and Community Development 36 Main Street Agawam, MA 01001 r� 1. Name of Business Ebtec , Inc . Address 120 Shoemaker Lane , Agawam, MA 01001 2. Name ofApplicant/Owner Ebtec , Inc . Address 120 Shoemaker Lane , Agawam, MA 01001 Telephone_ 786-0393 eC.=K — :,69 _ S 1 3. Name of Engineer/Architect_E d C h a od e 1 a i n e,_ s r_._ Address_ 356 _Front Street , Chicopee, MA 01013 Telephone 592-5164 4. Please give a brief description of the proposed project: Construct an 80 'W x 751L x 22 ' eave pre-engineered building addition with additional parking area. AUG 0 v 2000 ' Revised 11/06/98 CL)4- � �OLUJI JOB # LOGt! EOXN DOCUMENT# S PAGE# � d 16 0 PRIOR TO ANY INSTALLATION OF ANY SEWER , WATER OR DRAINAGE ONES N THE CONTRACTOR / OWNER SHALL CONTACT THE TOWN OF AGAWAWS INGI9MMG WVISION EXT 275 / S . NO PIPING / APPUIITENANCES WILL BE �� � M N INSTALLED OR LLED WITHOUT THE * l i` THE QI=hifVl1 • 40 ALL MUST BE MAINTAINED ARID THAT PORTION OF THE PUBLIC WAY r :• f THE PARCEL AND MCLUDING • ;,,� ! r i a TREEeELT SMALL BE MAINTA IN By THE =- EE7WPAE {� Ap 1ROVAL rra�° '../r „rA p l/ y i . N ii/ ALL ADS f N V • SITE P1A BOARD �,..• P ` �7 `"`�-..`` CON 0 ASSHTO ,wAA PLA1�N1lVG - � �y ° "r"ti• '7' .;raw. .r.- .► / r< .•t !. ... . ,may � i cj.VTYllli` �l 'Ir. n• fir- _ - /:Jj/ . r � ff / f/ // !,y a c 4ti J4 war` -S:r -•rSa.ti t r r f - 4 �- 144 i I '{ _ '- •. `:. FAA ♦ - R - ,� •� - f " ;. • `/• \y� / + _ a a GAG/ t {((f ft Q.; _ .. / '. �, _ CATCH BASIN MAI�ME- 4 IO LOADING • ,;:� -� 'fit ;'., �;•..,:�.�,,, z "�'`•• �':,� NO SCALE 141 f PAVED SUMP • ��' - - . .` . � �• .`. ' . :�. FORM PA , i Al ARoum um ' % / 4 f g m Engineering iv. OCT 2 3 201M 00, �` PROPOS ED r: tJ WORK SHEET . . 4 1 �` . . AGAWAM - MASSA_ - • ' CHUSETTS r /fY H N COtAM r f'. ` Iw i EC �ORP�ORATION AWKEE, W#VlrF, rOWAFM CNAMA AIEE • / �� pF ��S y • CIVIL EIYtIIYEEI�� w o 783�+� �, AX40 LAM 8MVEI'ONS ��,783��pW sae /wo#r :rmsr.—. cNiwpEE, NASSICAVSfrr: : p..wy fSsrc,N� � P#Aw# or AUGUST 21 , 2000) - or►�Mo • ,yam• � �• .. rn"TYMPE - c�+orc/asa .r 80�4043 ti AAr,� w# or E.N t. SCAL 1 • 1 w 4 1 i "fir WVERT 146.0 a • e z NO 120, k H —.10 .LOAD s h 2' X2'SQ .27 10 100 cu Is `142 __-- MAN ,,p SCALER 20 C," _ , ,�• - WAN _ 9' • r Aft o - m' 10` ADS S 2.22'X. M H 5 C B-4 - 'F1JEl 2 I42.a0 2 TOP M.0 t .0! -Io LOAD 134.27 TOP ,,. ; 4 IV M 0 PLAN VIEW �c�u E � . 40 �,�,, BASIN ,4 4.0 u.E � = Zo B 4 ` 21. g . 0 .e2x • MBA'-r- ._.. -..._.`_.r ••�4 • w•0' t4 • � • r - r �� - Nor . . Imp T t i _ APwam Engineering ©iv: s PRIOR TO ANY Mr1STALLATK�III OF SEWER , WATER OR DRAINAGE Lp� OCT 2 3 2naa THE OR SHALL ' CONTACT THE TOWN OF AQAWAIM 'S ENGINEERING DIVISION 7e6-0400 275 �El`A►!LS STORM . AGAWIAM ., MASSACHUSETTS . l INSTALLED OR BACKFILLED WITHOUT BE . _._. _ ... .. _.. _........._ PERMIQSION OF THE O SIM ALL PLANTINGS IMt,IBT BE..MAiNT ' WF ATICW SECTE�IV TO MS AND THAT PORTION OF THE PUBLIC WAY N OF M{ SCALE I N = 40� HORZ. ABUTTING THE PARCEL AND INCLUDING as'pF.�NARD W�yu+ MR/CEF. WHIM, T0WAV CHAmfiXA/N4r SCALE' I 4 VERTICAL, THE TFMELT SHALL BE MANNTAINED INC14APDELAINE CIVIL E"AIt1/YE'fR* A SAFE AND ATTRACTIVE CONDITION BY No- 7839 -• - } . � AJYD L A/YO J�IRYEYgR1 THE OWNER OF THE PARCEL . A�,dFFGIST ��,�e sis �I�IDNr srrersr•-.• cNrC+O�!'IE, A/AslscAlr/sErrs ALL ADS PIPE JOINT FITTINGS SHALL fss,oAIdL Ems` mbpa&v95rwM1 Trl AeOLrVW% &A AQI 4'VftLf a A�IWtl !Iv w.�w� ww rwww p PRIOR TO ANY INSTALLATION ' OF ANY o SEWER . WATER OR DRAINAGE UNES ' THE CONTRACTOR / OWNER SHALL CONTACT THE TOWN OF AGAWAWS -E +1CIAIEERtNG DIVISION . 786-0400 NO O N PIPING 8 . WILL BE d?p // INSTALLED OR WITHOUT THE f / ' P THE DIVISION . 40 —I IV I ALL PLANTINGS MUST BE MAINTAINED AID THAT PORTION OF THE PUBLIC WAY .- ;l THE PARCEL AND INCLUDING t 1� •' �� ®ELT SMALL BB MAINTAINED AN BY By - ' z J/ r• y �s •; ` - /lA !i, ,��, .I�l - THE OWN =IE7PA R4VAL �r r,. /// %•ff � / t` ALL DS SITE P A PIP LOIN FITTINGS APP .., r�: .'` ,. ,�' '' . . �, 1 CON O ASSHTO 94 TYPE S , ' {�,LMt4,t`IG 80ARD 4> ., . ...� - �,� r + v MR m 160 .449 4 l •�� � ' / .. ,? a r RI-.;. y i;+ moo'' -1,,,/ � � .• 9 �y C i0 Alp 7 � ai" r CATCH BASIN MAIL.E- 4 - 10 LOADING / .� .r•,f ��,�r ," ,�.:. � -. .� � .., - •• '- �NO SCALE I/ ` ; _ • _ FORM PAVED. SUMP >y `'"�-.t AROUND BASIN .r- Q Agawam Engineering D 1 OCT 2 3 2000 �4. PROPOS ED AQ=U WORK S H E E + ' : �► AGAWAM - MASSACHUSETTS ---r l Emc CORPORATION M�Sq y 00MMEE, wNerf, r0w�dW cNs4Poft,41.qE �{ C a Cl VI L EAF01MURS R dwkpag g y AIYO L AX40 OW�YEYWS 9►'�O.7� P�° !!t fIf�OMT 119i1�1T•—• CMJCIOIEE, N/llACAIrllETT! SHAU sS� o.•�t►y �ESSEBNOX � DRAWN or AUGUST 2I . 2000? . or* ADD. N • : _. Al/rlRDVEO •r E.N.C. .*CAL E I"s . .'..-.� ! Fur *X I aw0r 146.0 x s v_ (r e� • m z NO 120! !_0 .LOAD • ^ Law '� 2'X 8` SO Y }ydf {{{ 10" . 1O s L.27 m - - G , : Y : SCALE I 20 10"'ADS A ; 275' 1010 22'Xi 8•r ih —f46•�30 .`.`_' p ' MH a C0`4 2.b0t �. L Z . 14 _2 MV 144.0 s --- 38. TOP 140.0 : TOP 144.30 H-I O LOAD '—IW 134.27 ,., SmIV _ 4 W ' O j :PLAN VIEW SCALE * . 40 BASIN ,4 SCALE I a 20 s 4 4 J p. a 2,�. S: 0.82% , - W 4 o x� , .�. _ . { PRIOR TO ANY INSTALLATION OF Agawam Engineering Div; � -' t SEWER , WATER OR DRAINAGE OCT 2 3 2000 THE CONTRACTOR SHALL CONTACT THE TOWN OF AGAAWAM S , ENGINEERING DNiSION T86-�04(* EXT 275 DETAILS STORM NO � ' APPUff ' RCES, �' IBE AGAwAM MASSACHusETTO ` INSTALLED OR HACKFILLED V M*XJT THE 17 PERMISSION OF THE DD • r ALL PLANTINGS MUST 9E MAINTANW ^ EEC TION TON ! TO 5 SECTION THAT OF THE PUBLtC Y OF � AND T PORTION E WA -SCALE I " a 4V HORZ. ABUTTING THE PARCEL AND INCLUDING °``� ��ss4� . ELT SHALL 6E MAINTAINED � � �°�a�° y� DIIRI��I�� w�iIITE, TOw/4�":� ClrlifPJDELAh1►E SCALE I a 4 VERTICAL, THE TREES o C14AiD�lt1E � CIVIL EJVa11YEEl1a / A SAFE AND ATTRACTIVE CONDITION BY 9,4o. 78319 AN& LAND 89RVE�'ORO THE OWNER OF THE PARCEL . Fc�S��P �Q is* Fmwr sr,�sr• cm/copes, wASSA Mvserrs ALL ADS PIPE JOINT FITTINGS SHALL �FFssrokAL IE CONFORM TO ASS= M - 294 TYPE S. Ds�wN .r SEPT . 28 . 2000 Dr►s.AV. , C �, N .r � SCALE"; 80-Af%43 WVERT 146.0 x 8~ r- cr 6' Ld b r Z NO 120, � .. H - 10 LOAD p� 2' x 21 so Y .. j. f. .27 10 10.. 144-50—_ 3 i ou o . 94 c` �► MANHOLE LE 1 20 M. i - ITADS _ 8" AN SCA _v• - 1 - _ _qj_v 275' 10" ADS S. 2 .22'X. io �O - - _. a �, ft 3 MH 5 CW4 . 142.502 2 - FUMEI. P. TOP 140.0 t TOP 144.50 ov 1". O s H-10 LOAD "`M 134 .27 .----- i C,w 4 ' - 00 ,( DETENTION BASIN 4 _PLAN VIEW wm.E i " 1940 S 4 3 i. J - , 245 ' SO O.e20 411 UJI X It lb 4?4 ii 'dp ADS r aw I DETAILS STORM . . { AC AWAM , MASSACHUSETTS OCT I o 20 is EB'tLC TION SECTICW I TO 5 ��a� Ep RD l CH��INE SCALE I " = 40' HORZ. No. 7839 D+tIRIrEE, WHITE. T li�A�lE CI'!IA 1 SCALE 1 " = 4' VERTICAL, �° y CIVIL EIYt11YEERa �� P ``Q AND LAND *VRYErgRD is* jvwNr srwdr•--• cmicooEE, NAssAcmuSETrS DNAWN I r SEPT . 28 , 2000 0 r�AIID. cIV owty Nr AS,NOTED O 43 APAROVEO AT E.A C. SCALE 1 • 0 1 r Np w OR �- r 193. 73, RICHq RD fiOR� RL W w + DEED Aq UL CR Y � Q + 4888, PA pWLEy ! S ��oJr GE 243. - W w W ' r Q pQ„ E— ¢ c�DO 70, 0 r W � �� w r (!} WQ r ! !r Q0o- r r rr !o LOT q REa No "'AD R� pR �pRM IQ; 5. �49 DF AL rY C FRL y nor PLAN 2431, ACRES DEED 3302 ORPORq T� ai! Aq G � ON 14-! PA G E g 1 0 2 7p, �,.! C,o s� ! Lur Q, - 1 00 LAMP - O !r S O I j KFENC ! 7Sj j ;� E �11 asp \ ~� co 44� !N � PI AN 243' r'AG I I I1 S " S — � ---� -- - i Co 76, SQL � 73S oeo, llll Ill 111� --. l�Jllll 1 1111 o _ � i �ljll �` llll Np IN OR F �� /I Ip� 111 i CHEZ J OR RL y� ; 11! 1 x II D Fp do I 1p2-4 INC. % 11 Now f PA GE 2 / I ! ! 11 0° �'IARLES ORFARM 1ERL y o DF C. � 1.3 24. � 6386 PAGEA vs r1N Ass A N Ic F � CONCR� �A WALk I f�� 4 — I!� 44 / M. PL BRA -� i 3 Q V. S x 1 - c, o ss POL 1 S. 03 20II0 ' 1 ►sr m of W°r r� 1p r�o / 2 Qa GY N cd CI — — BERM p.06 00 f -1� 1 C CN EXISTING SITE PLAN - 120 SHOEMAKER LANE ! 14�41 GAS o Q r Q\Q� DATE NOTES REVISIONS EDCE OF p - � ~ �'= � ' \�� N0. 100 � INDEXED PLAN OF LAND IN THE TOWN OF / A EME � G � AER1 — Z W NT `g �23 , AL WIRES 2 NOTE CONTACT ONECT1 DIG 344 Rf023T30 ANY EXCAVATIONS 3 �L 1 ' � OD QO' A G A W A M , M A S S A C H U S E T T S SUBJECT TO EASEMENTS RESTRICTIONS & �, Por � "'"N -� /�` 1 — HAMPDEN COUNTY - PREPARED FOR NOTE R.O.W.' S OF RECORD IF ,ANY. a BEG r of �M �3$•2. ` - EBTEC CORPORATION p 81 s9 — —STORM pRA/N s NOTE --� BENCH MARK . c.4 ,o �*L�r �_ �► � TOWN OF AGAWAM J. s DURKEE, WHITE, TOWNE & CHAPDELAINE PDELA INE y CIVIL ENGINEERS & LAND SURVEYORS DISK No. 107 CHAM78 ELEV. 105.05 — 356 FRONT STREET — ' � � '' !'NQ CHICOPEE, MASSACHUSETTS — 01013 Phone {413} 592-5164 OWNER OF RECORD — ALL UTILITIES ARE EXISTING DRAWN BY — EJC SCALE: 1�� = 40' Drawing No. EBTEC CORPORATION SEWER, WATER, GAS AND ELECTRIC SHEET 1 OF 2 CHECKED BY — RWB JULY 28, 2000 80-4043 DEED BOOK 8169, PAGE 410. LANDSCAPING EXISTING. FILE AG804043D.S70 APPROVED BY — ENC PLOT 7/28/00 Sheet No. 0 + r + 1VQ W OR � RICyARD FORCER � W r DEED PA UL C L y W Q 4g88, P RCWLEy �- AG � � 243 W + 00 � � E 6' CO 0 70, W 2 r __J oo w Z:) [] 0 + + (l� Ld + r + + Q O CL 1 L0r q 1 +� REA T NO w ORF.0 5� 74� A AD REA RCER �o ►°L CR�S -� DEED L Ty CAR L y , +� AIV 243, `3`302# P Po ?A TioN + PAGE 81 r 2 70. + O h p74 N + + S >] SO� OO„ 11 I I ARM I 1,51 �3. E � �. f ) 147 , � � � � CO CO �r �M 743 S G�yH + PL AN 24 1 Ill / Ns D ! �' PA GE �II�1 11 fi'g�RS � / �y— � C� + 81 1 II1 NEW I co r� ,�� • Nc. PAD /// ; /�/ o � 3 ! , I I I I r r ► 111 I `SO, 00 76 s N �3 .00 Ifffflf � IJ � /11 7�0`50� OO Illl III / Ill 111 � III l/11111 � � 111 /1111 y� � 111 0 1 I 1 y1 r 111 �, NO W O CHE R FORME , 111 I 1 DEED Z t)OSEF �L Y D 1 p24� f lNC. /, �j �` r . l I 11 ' NC W ' PAGE 2 / '� � � I 1111 ,0° CHA OR FORM NOTE 11 O DE RtEs C, ERL y 72 PARKING STALLS PROPOSED / i z4. , �'� - I II o ;ED 6386 AUSTlN TOTAL NUMBER OF EMPLOYEES = 60 +�- -� ��I 11 ,� PAGE 1 1 PARKING STALL REQUIRED FOR �N° 39 V I . P �P��� / / I c0Nc 1 H 4' �C�4 1j EVERY 5 EMPLOYEES. poll, Q N � WA�k 1 / / ! f X--SECTION NEW PAVEMENT �3 .00, D E T A I L o 3" BITUMINOUS PAVEMENT PQL � v d I AP 0" 8" GRAVEL BASE + 0 4 °P WA PR') `Ar�N� �Y + _ �1+ c i .00 DO NOT SCALE 1434� 1—GAS 0.0 , � 01 PROPOSED SITE PLAN -- 120 SHOEMAKER LANE � / 1110. ' INDEXED DATE NOTES / REVISIONS ��� OFP,q 1 AIR, 00 PLAN OF LAND IN THE TOWN OF - z w "r -�� _o T r Jam, A w,R�s 2 NOTE CONTACTONE DIG-SAFE 344RIOR T ANY EXCAVATIONS q ,�L 00.40, AGAWAM, M A S S A C H U S E T T S HAMPDEN COUNTY -- PREPARED FOR 7233 NOTE SUBJECT TO EASEMENTS, RESTRICTIONS & � Portvr 1M R.O.W.' S OF RECORD, IF ANY. aQ BEGlN1V�4F 1s8.2' — — , �rflR °F M,ss4 EBTEC CORPORATION NOTE SEE TOWN OF AGAWAM TAX MAP No. H4 NOTE - BENCH MARK �'8��s.Pc.4 aaA1N N. EDWARD el TOWN OF AGAWAM o CHAMELAINE 4 ��• 78390 DURKEE, WHITE, TOWNE & CHAPDELAINE DISK No. 107 {' sT� ` ��� CIVIL ENGINEERS & LAND SURVEYORS ELEV. 105.051 ass'°NAIE�" — 356 FRONT STREET — CHICOPEE, MASSACHUSETTS — 01013 OWNER OF RECORD - ALL UTILITIES ARE EXISTING S C A L E 1 - 40 ' Phone (413) 592-5164 5' 20' 40' HEET 2 OF 2 CHECKED BY � EBTEC CORPORATION SEWER, WATER, GAS AND ELECTRIC DRAWN BY — EJC SCALE: 1 � � 40� Drawing No. DEED BOOK 8169 PAGE 410. LANDSCAPING EXISTING. S — RWB JULY 28, 2000 80--4043 0' 10' 30' 60' 80' 100' 150' FILE AG804043E.S70 APPROVED BY — ENC PLOT 7/28/00 Sheet No. ,. BO'-0 1 2 3 4 [ 5 ) 20'-0" 18 6" 21' -6" 20' -0" I i 12 i i 0 i GRADE a. I SEE SHEETS S-1 AND S -2 FOR FOUNDATION DETAILS I f �' II I i NORTH EL,EVATION REVISIONS BY DATE DRN. BY DATE ;I�. F r V1 THIS DRAWING CONTAINS COPYRIGHTED MATERIAL 'R'f Y OF FORISH CONSTRUCTION AND IS THE PI�OPF� Eb{ ec NORTH EIEXA`IION o T T , B.M. 7,.31 A0 COMPANY, INC. IT IS SUBMITTED FOR YOLR SPECII� IC. •13rish r � USE AND M[JST NOT BE COPIED OR DISTRIBUTED TO ctJx BY DATA; V 120 Shoemaker Lane 0rI'IjERS. t. PO�v REQtrFS`I', THIS DRAWING MtTST Hli' E.J.F. �p� Agawam , MA J c �rs�E RETt;RNED TO FORISH CONSTRUCTION COMPANY, INC.INC CONSTRUCTION Co , Inc � �'� � x� ""L 1 I 0, 75'-2" 25'-2" 25'-0" 25'-0" . . . . . . . . . . Mill . I I i I I �i f l ---- F4I Hit I i -- -- - - - . ------- ------ ---- GRADE SFE SHEETS S- 1 AND S-2 FOR FOUNDATION DETAI[S - I EAST ELEVATION z L-- - .- _ - -- -- - - - -- . - ---- -- -- -. � SCALE--j-4 -__ � z a d E., r Ci r� z . w � z � 75'-2" 25'-0" 25'-0" 25'-2" f I I i I o I i tQ N I I I h EXISTING SHED TO REMAIN GRADE SEE SHEETS S-1 AND S-2 ,,---FOR FOUNDATION DETAILS - -- - -- --- ----- ------------------------------------ -- ---------------- I WEST ELEVATION 0" REVISIONS BY DATE DRN. BY DATE SHEFT NO. THIS DRAWING CONTAINS COPYRIGHTED MATERIAL EAST AND WEST AND IS THE PROPERTY OF FORISH CONSTRUCTION' `� °f ws Ebtec g COMPANY, INC. IT IS SUBMITTED FOR YOUR SPECIFIC B.M 7, Io °° • F I FVATIONS3 CHK. BY DATE USE AND MUST NOT BE COPIED OR DISTRIBUTED TO � , b 120 shoemaker Lane 1 � -- 01 Ito i16h1 Agawam , MA OTHERS. UPON RE E.J.F. •o�. �� p QUEST, THIS DRAWING MUST BE 'p '3r5T� RETURNED TO FORISH CONSTRUCTION COMPANY, INC. CONSTRUCTION Co., Inc. �1` ��� SCALE; " S 20 JOB #: 99-378 i