The URL can be used to link to this page

8013_SITE PLAN-SUDDEKOR-BOWLES RD. SikP � I� n S �d ekc� ��;�es RCS TOWN OF AGAwAm MEMORANDUM �1 p MP To: Dominic Urbinati, Building Inspector CC: John P. Stone DPW Supt., Planning, File Prom: Engineering Department Date: June 7, 2000 Subject: Suddekor - Bowles Road - SP 324 - Certificate of Occupancy ` As per your request of June 6, 2000 we are notifying you as to the status of the Engineering Departments' site inspections for this project: 1. The only items that remain to be completed for this project are the removal of the silt fence and haybales located throughout the site. These items are to be removed once the grass has fully established itself(in approximately three to six months). If you have any questions, please do not hesitate to contact our department. Sincerely, Richard S, idnitzer Tames T. Daley, P.E. Civil Engineer I Town Engineer tN S:\Siteplan\Sp324-4.wpd ` Town of Agawam . 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 April 24, 2000 N r � Eric M. Bernardin — Lr N c Associated Builders, Inc. o r 4 Industrial Drive South Hadley, MA 01075 Dear Mr. Bemardin: At its duly called meeting held on April 20, 2000, the Agawam Planning Board voted to approve the revised Site Plan for 240 Bowles Road entitled " Project: Suddekor Printer GMBH & Co.,KG, Bowels Road, Agawam, MA, Owner: Suddekor Beteiligungs-Und, Verwaltungsgesellschaft MBH, Ludwig-Wilhelm-Strass'14, Baden-Baden, Germany 76530". If you have any questions, please do not hesitate to contact the Planning Office at 786-0400, extension 283. Sincerely, Ck�,tZ67 Charles R. Calabrese, Chairman Agawam Planning Board cc: Clerk Building En 'veering Fil ASSOCIATED BUILDERS, INC. 4 INDUSTRIAL DRIVE • SOUTH HADLEY, MA 01075 • (413) 536-0021 FAX (413) 53&0908 April 19, 2000 Deborah Dachos Planning Director 38 Main Street Agawam, MA 01001 Re: Suddekor Printer, 240 Bowles Rd,Agawam,MA Revisions to Site Plan Ms. Dachos: This letter is a request to make a minor revision to the Site Plan for"Suddekor Printer, Inc." located at 240 Bowles Road. We have enclosed(5)copies of a plan showing the proposed revision. The revision is as follows: propose to construct a 19' wide x 19' long x 20'-0"eave canopy, on the west(loading dock)side of the building where the existing dumpster pad is located. The canopy will be adjacent to the building, consist of painted steel framing and metal roof, and will be sheeted with painted metal wall panels on one side. Suddekor has elected to install an closed compactor/dumpster system that will be fed from inside the building. The canopy will provide weather protection to the compactor equipment. The area where the canopy will be constructed is currently paved and concrete slab. (ie. no additional impervious are is being created). Would you please notify the Building Inspector in writing of your acceptance of this revision. We appreciate your attention to this matter. Sincerely, r"",&C/, � n� Eric M. Bernardin, P.E. Di B. Stair P.E. Vice President Project, cc. file 4- GAWORMLE=S19792 SrfE PLAN REV.doc 45 DOWNING PARKWAY PITTSFIELD,MA 01201 (413)443-6176 r • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Daehos DATE: April 29, 1999 DATE RECEIVED: April 16, 1999 DISTRIBUTION DATE: April 15, 1999 PLANNING BOARD MEETING DATE: May 6, 1999 APPLICANT INFORMATION 1. Name of Business: Suddekor Printer GMBH & CO KG Address: Post Fache 1360, Laichingen D-89146, Germany 2. Owner: Same Address: Same Telephone: 011-49-07-333-9550 3. Engineer: Eric M. Bernardin, P. E., Associated Builders, Inc. Address: 4 Industrial Drive, South Hadley, MA 01075 Telephone: (413) 536-0021 PLAN REVIEW Scale: 1" = 60' Date: April 9, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Street address must be provided. Description of Project: Construction of a proposed 66,168 sq. ft. manufacturing and office building in the Agawam Regional Industrial Park. Site Plan Review Page 2 Description of Site: Site is one of the remaining vacant lots in the ARIP. It is located between Simmons and MEI. The site is mainly flat except for the rear of the lot which slopes steeply to wetlands and ponds off of the site to the north. A Notice of Intent has been filed with the Agawam Conservation Commission to allow for storm drainage to be discharged to the watershed to the north. Provision for Traffic Flow: Two 24' driveways are proposed. The southeasterly driveway will provide access to the office areas and visitor parking. The southwesterly driveway is to provide access for truck deliveries to the site. Parking: Forty-seven (47) parking spaces have been provided. There are proposed to be thirty (30) employees initially. The parking guidelines recommend one (1) parking space for every 1.5 employees on a major shift and one (1) space for every company vehicle. There is adequate room for the expansion of the parking to accommodate future employee parking. Drainage: The site drains in both a northerly and southerly direction. The portion of the site draining south will be discharged into the ARIP drainage system. The portion to the north will drain into a detention basin which will discharge to wetlands to the north. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Applicant should explore the possibility of screening the loading docks. Sign Location: Not provided. Exterior Lighting: Not provided. Rendering or Elevations: Textures should be provided. Dumpster Location: Dumpster must be fenced and screened. Other Comments or Concerns: r Westmass Westmass Area Development Corporation One Airpark Way Chicopee,Massachusetts 01022 (413)593-6421 • Fax(413)593-5126 June 30, 1999 Westmass Area Development Corporation cordially invites you to a Groundbreaking Ceremony for the newest tenant in our Agawam Regional Industrial Park - Suddekor Printers GMBH & Co. KG from Laichingen, Germany. Tuesday, July 6,1999 9:00 A.M. Bowles Road it Agawam Regional Industrial Park (corner of Shoemaker&Silver Streets) Refreshments will be served Suddekor has acquired a 24.24 acre site in the Park and will commence construction of a 66,000 sq. ft facility to produce printed substrates for laminated surfaces, flooring and the furniture industry. Please join Mayor Christopher Johnson, the staff of Westmass Area Development Corporation, Associated Builders, Inc. and other civic leaders in welcoming Suddekor and its Managing Director, Mr. Udo Kuhbander to western 19assachusetts. ' Very truly yours, y F Ro ert W. Pyers s Director of Marketing & Sales iI i TOWN OF AGAWAM MEMORANDUM ORq�p MA` To: Dominic Urbinati, Building Inspector CC: John R Stone, Planning Board, Eric Bernardin, File, VRK From: Engineering Date: May 28, 1999 Subject: Site Plan - Suddekor - Bowles Road - SP 324 The following is a list of items that should be addressed before a building permit can be issued for Suddekor, 240 Bowles Road: 1.) We have not received the Storm Drain Permit application for this site, we have approved the calculations but the application needs to be submitted. 2.) A Curb Cut Permit will be required by the Department of Public Works. 3.) A Form A will have to be submitted to the Planning Board for review for the proposed combining of the two lots, 4.) The screening fence shown encompassing the concrete dumpster pad (which is only on sheet 7739-L2) should be labeled. 5.) We will need to receive a copy of the application for an Industrial Pretreatment Program ' Permit and evidence of approval for all DEP permits required prior to our signing off on the building permit. 6.) A note should be added to the plan stating that an 8" x 10" increaser will be needed for the water connection. 7.) The flared sides of the handicap ramp should have slopes of 1:12. 8.) We have been notified that there will be a sign for this property, its location should be submitted. If you have any questions, please do not hesitate to contact our division. incerely, Si ere , James T. Daley, P.E. Van o a s - Town Engineer Civil Engineer I n:u;NcIr EERNsrrePi.nrnsp3za i.wpd II Al TOWN OF AGAWAM '36 MAIti STREET AGAWAM, MASSACHUSETTS Q1QQ1 . Tel. 413-;86-0400 4 Mp -.4 • ca ��c May 11, 1999 -` ram- 24 ;. I.cz ! cn Steffan Pieper N ram' Suddekor Printer GMBH& CO. KG 1' Post Fache 1360 Laichingen D-89146 Germany Dear Mr. Pieper: At its duly called meeting held on May 6, 1999, the Agawam Planning Board voted-to approve the Site Plan entitled "Suddekor Printer GMBH& Co. KG, Bowles Road, Agawam, MA OI001" prepared by Associated Builders, Inc. and dated April 9, 1999 with the condition that the comments contained in the Engineering memo dated May 6, 1999 and attached must be addressed. Please submit three (3) revised sets of plans to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, 7eofff-reyy�MacDVod. Acting Chairman Agawam Planning Board CC" Clerk Building Engineering Westmass Associated Builders A � , r TowN OF AGAWAM MEMORANDUM lip To: Planning Board CC: John P. Stone, File, VRK From: Engineering Date: May 6, 1999 Subject: Site Plan - Suddekor - Bowles Road - SP 324 Prior responses on this site plan are; Memorandum to the Conservation Commission on April 22, 1999, re: Request on April 13, 1999, Memorandum to Conservation Commission on May 3, 1999. Per your request dated April 15, 1999 we have reviewed the site plan entitled, " 11 Suddekor Printer GMBH & Co. KG, Bowles Road, Agawam, MA 01001, for Suddekor Printer GMBH & Co. KG, by Associated Builders, Inc., scale I" = 60', dated April 24, 1999 " and we have the following comments: 1.) This site will require a Storm Drain Permit from the Department of Public Works. We have approved the submitted storm drain calculations but the permit will not be issued until the comments we made to the Conservation Commission on April 22, 1999 (attached) are resolved on the plans and in the design. 2.) The following note should be added to the plan, " 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. " 11 3.) A Curb Cut Permit will be required by the Department of Public Works. 4.) Although it is mentioned on Sheet No. 7739 L-1, a Form A will have to be submitted to the Planning Board for review for the proposed combining of the two lots. 5.) A screening fence with gate should encompass the proposed concrete dumpster pad. q 6.) If there is to be a sign on site, its location should be shown on the plan. 7.) Site Plan regulations call for the scale to be no smaller than 1"=50'. The scale on the b h Page - 2 SP 324 Comment No. 7 cont. submitted plans is 1"= 60'. Our division does not have a problem with the submitted scale due to the fact that the area for this site is large and the plans are legible. 8.) The following address for this facility should be added to the submitted plans, 240 Bowles Road. 9.) The submitted layout of the eastern parking area and eastern driveway on the lighting plan (Sheet No. 7739 E1) does not agree with the layout of the eastern parking area and eastern driveway on Sheets 7739 L1, 7739 L2, and 7739 L5. 10.) A spot grade should be added to the paved channel in between the proposed 194 contours Iu on the proposed eastern driveway. We recommend that the rip-rap for the paved channels 1 be labeled (or at least one, a typical "). 11.) The number of employees and the number of vehicles should be added to the plans so that we can verify the correct number of parking spaces have been included on the plans. 12.) The employee parking area, west of the proposed building, should have at least 24' aisles in the parking area to meet our parking standards. 13.) So there are no concerns with the processed water, which is being created on site and discharged into the sanitary sewer system, we would like for the plans to comply with the Town's standards for sanitary sewer systems. Plans and design should be submitted for the sanitary sewer pre-treatment that will be located within the building. We will need to receive a copy of the application for a MA DEP Sewer Connection Permit and evidence of approval prior to our signing off on the building permit. Calculations should be submitted for the amount of sewage that will be discharged from the sanitary sewer system. A Sewer Extension Permit will need to be obtained (from MA DEP) if the flow is greater than 15,000 gpd. The detail for the sanitary sewer manhole should be changed so that it meets all of the requirements for sanitary sewer manholes. For example, it should include brick masonry for the shelf and inverts. The manhole cover should be 30" with a 30" manhole opening. The distance between proposed SMH #8 and SMH#9 is 591.00'. A maximum of only 300' separation is allowed between the proposed sanitary sewer manholes. The trench section detail should read that only 3/4" crushed stone should be used for the embedment material. 15.) The sidewalk detail shows that there is a difference of 6" above the parking area. The plan does not include a handicap ramp in the parking area. A detail of the handicap ramp is required and it should conform with the current AAB standards. 16.) We do not approve the M.J. shoe with retainer glands to be used for the hydrant. The hydrant should be restrained with a field-lok gasket. The proposed bends that are shown 1 Page - 3 SP 324 Comment No. 16 cont. for the proposed water line shall be restrained with field-lok gaskets as well. A detail has been provided for the hydrant and the thrust restraints which should be included in the plans. We recommend that the proposed hydrant east of the building to be at least 40' away from the building. 17.) We received revisions for this site on May 5, 1999 at 4:20 PM. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, J amen T. Daley, P.E. an c s Town Engineer Civ' E ineer I H:IENGQ4EER\S=LAN15p324.wpd LETTER OF TRANSMITTAL ASSOCIATED BUILDERS, INC. 4 INDUSTRIAL DRIVE SOUTH HADLEY, MA 01075 TO: Deborah Dachos DATE 05/05/99 JOB # 7739 Planning Director ATTN: Deborah Dachos Agawam, NIA RE: Suddekor, Bowies Road WE ARE SENDING YOU ®ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS ❑ SHOP DRAWINGS ❑ PRINTS ® PLANS ❑ SAMPLES ❑ SPECIFICATIONS ❑ CHANGE ORDER []OTHER COPIES DATE NO. DESCRIPTION 1 05/04/99 I_1 Site Plan 1 05/04199 L2 Grading, Drainage and Utilities 1 05/04/99 L3 Site Details 1 05/04/99 1.4 Site Details f THESE ARE TRANSMITTED as checked below ® FOR APPROVAL ® FOR YOUR USE ❑ AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR BIDS DUE REMARKS Signed: Darrin B. Stairs IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE. Phone 413.6M.0021 Fax 413.638 0908 e-mail:abuiider@abuiidem.com i 41B ASSOCIATED BUILDERS, INC. 4 1NOUSTRIAL DRIVE • SOUTH HADLEY. MA 01075 • {413) 536-0021 FAX (413) 536-OM May 5, 1999 James T. Daley,P.E. Town Engineer 38 Main Street Agawam,MA 01001 Mr. Daley: We have completed revisions to the site plans for Suddekor on Bowles Road. Specifically we have addressed your comments in the memorandum dated April 22, 1999. The following responses correspond to your comments: 1. We have added the erosion control note to the plans. 2. We have removed the deep sump catch basin, and have utilized a"curb" style inlet in the retaining wall. The manhole structure following the detention basin outlet structure will be hooded and have a minimum sump of 4'-0" to meet the DEP 25% TSS removal. 3. If the detention basin is to be considered an extended detention pond, we calculate the TSS removal for rooftop runoff as follows: Sediment Forebay 25% removal Extended Detention Basin 70% removal Deep sump,hooded DMH , 25% removal TOTAL TSS REMOVED 83 % Similarly,the TSS removal from the loading dock is: Dry Well 25% removal Extended Detention Basin 70% removal Deep-sump. hooded DMH 25% removal TOTAL TSS REMOVED 83 % 4. We agree the wrong FIRM map was included in the NOI and this site is not in the floodplain. q 5. We have corrected the invert elevations from the loading dock to the dry well by removing the catch basin at the loading dock, lowering the overflow from the leaching catch basin and routing the LCB overflow into the detention pond. 45 DOWNING PARKWAY PITTSFIELD,MA 012o1 ++ I4131 443-6176 BASSOCIATED BUILDERS, INC. 6. We have adjusted the contours around the outlet structure and added a metal grate to the top of the structure(See detail 15 on sheet L4). 7. We have used the Agawam standard detail for sewer manholes. See detail 13 on sheet LA. We have removed the water fine to the west of the building,eliminating any conflicts with water and sewer crossings. We have also included in this transmittal per your request, copies of the wastewater treatment system plans. The consultant responsible for the wastewater treatment system permitting is: Peter Golich Argon Rhodium, Inc. 1980 West Shore Road Warwick, RI 02886 USA Tel. (401) 73"04 We hope this addresses your concerns. Please do not hesitate to call if you have any further questions. Sincerely: Eric M. Bernardin, P.E. Damn B. Stairs Vice President Project Engineer cc. Deborah Dachos,Planning Director Agawam Conservation Commission 'E it e:lwor<Weum\7734 AGAWAM ENGINEERING-doe 4 II I EE 4f ill 'I I h I �EI Ef I ,f I I iE u ii 1 MEMO To: Planning Board /T From: Lt. Steven Draghetti Subject: Suddekor-Bowles Road Date: May 2, 1999 Roadway- Bowles Rd is a paved asphalt surface running generally in a east/west direction. The road is free of major defects an is approx 32 feet wide from curb to curb. Visibility - From the proposed site visibility is good in both east and west. No obstructions to view are noted. Traffic Controls-No automated traffic control present. Sidewalks - none School Zones - not applicable Playgrounds - not applicable Parking - The parking as it is presented on the site plan is in compliance with the Town of Agawam handicap parking ordinance. Traffic Unit Impact Estimates - none provided Other-The site is located in an industrial park. AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete th-. fallowing form and return it and 10 copies of the Site Plan to: Agawam Pluming Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 r1 + v 1 1. Name of Business Suddekor Printer GMBli & CO KG o '- AddmssPost Fache 1360, Laichingen D-89146, Germany . 2. Naar• c of Appl cant/Owner Suddekor Printer GMBH 6 CO. _LG Address Post Fache 1360 La c Telephone 011-49-07-333-9550 3. Name of Engineer/Amhitect Eric M. Bernardin, P. E. Address Associated Builders, Inc. , 4 I_ndustriaLDr. S. Hadley, MA 01075 Telephone (413) 536-0021 4. Please give a brief description of the proposed project: Proposed to construct 66, 168 S. F. manufacturing and office Yacility. Work includes site preparation, building foundations, slab on grade, metal building, construction, drainage, underground utilities, paving and landscaping. Rev. 211 a/94 �G-cl�v.lso "To— Date Time '3 W ILE YOU WERE OUT MV of 15v CCrt t Phone Area Code Number Extension TELEPHONED LffEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL Message cl `'__ Y,— Operator TOWN OF AGAWAM 36 MUIN STREET AGAWAN , .VUSSACHL:SETTS 01001 R ' Tel. 413-7,9640 FAX COVER SHEET Fax Number (413) 786-9927 Originating Department: . . . TO: FROM: Number of Pages Including Cover Sheet: Comments: Fax transmissions are solely for municipal purposes. Any personal or political use prohibited by law. TowN OF AGAWAM MEMORANDUM lip MA To: Planning Board CC: John R Stone, File, VRK From: Engineering Date: May 6, 1999 Subject: Site Plan - Suddekor - Bowles Road - SP 324 Prior responses on this site plan are; Memorandum to the Conservation Commission on April 22, 1999, re: Request on April 13, 1999, Memorandum to Conservation Commission on May 3, 1999. Per your request dated April 15, 1999 we have reviewed the site plan entitled, " Suddekor Printer GMBH & Co. KG, Bowles Road, Agawam, MA 01001, for Suddekor Printer GM 3H & Co. KG, by Associated Builders, Inc., scale 1" = 60', dated April 24, 1999 " and we have the following comments: 1.) This site will require a Storm Drain Permit from the Department of Public Works. We have approved the submitted storm drain calculations but the permit will not be issued until the comments we made to the Conservation Commission on April 22, 1999 (attached) are resolved on the plans and in the design. 2.) The following note should be added to the plan, " Prior to any installation of any sewer, water or drainage lines, the contractorlowner shall contact the Town of Agawam's Engineering Division, 786-0400 x 27518. No piping/appurtenances will be installed or backfilled without the permission of the division. " 3.) A Curb Cut Permit will be required by the Department of Public Works. 4.) Although it is mentioned on Sheet No. 7739 L-1, a Form A will have to be submitted to the Planning Board for review for the proposed combining of the two lots. 5.) A screening fence with gate should encompass the proposed concrete dumpster pad. 6.) If there is to be a sign on site, its location should be shown on the plan. 7.) Site Plan regulations call for the scale to be no smaller than 1"=50'. The scale on the Page _ 2 SP 324 Comment No. 7 cont. submitted plans is 1"= 60'. Our division does not have a problem with the submitted scale due to the fact that the area for this site is large and the plans are legible. 8.) The following address for this facility should be added to the submitted plans, 240 Bowles Road. 9.) The submitted layout of the eastern parking area and eastern driveway on the lighting plan (Sheet No. 7739 E1) does not agree with the layout of the eastern parking area and eastern driveway on Sheets 7739 Ll, 7739 L2, and 7739 L5. 10.) A spot grade should be added to the paved channel in between the proposed 194 contours on the proposed eastern driveway. We recommend that the rip-rap for the paved channels be labeled (or at least one, " typical 11.) The number of employees and the number of vehicles should be added to the plans so that we can verify the correct number of parking spaces have been included on the plans. 12.) The employee parking area, west of the proposed building, should have at least 24' aisles in the parking area to meet our parking standards. 13.) So there are no concerns with the processed water, which is being created on site and discharged into the sanitary sewer system, we wouId like for the plans to comply with the Town's standards for sanitary sewer systems. Plans and design should be submitted for the sanitary sewer pre-treatment that will be located within the building. We will need to receive a copy of the application for a MA DEP Sewer Connection Permit and evidence of approval prior to our signing off on the building permit. Calculations should be submitted for the amount of sewage that will be discharged from the sanitary sewer system. A Sewer Extension Permit will need to be obtained (from MA DEP) if the flow is greater than 15,000 gpd. The detail for the sanitary sewer manhole should be changed so that it meets all of the requirements for sanitary sewer manholes. For example, it should include brick masonry for the shelf and inverts. The manhole cover should be 30" with a 30" manhole opening. The distance between proposed SMH #8 and SMH#9 is 591.00'. A maximum of only 300' separation is allowed between the proposed sanitary sewer manholes. The trench section detail should read that only 3/4" crushed stone should be used for the embedment material. 15.) The sidewalk detail shows that there is a difference of 6" above the parking area. The plan does not include a handicap ramp in the parking area. A detail of the handicap ramp is required and it should conform with the current AAB standards. 16.) We do not approve the M.J. shoe with retainer glands to be used for the hydrant. The hydrant should be restrained with a field-lok gasket. The proposed bends that are shown Page - 3 SP 324 Comment No. 16 cont. for the proposed water line shall be restrained with field-lok gaskets as well. A detail has been provided for the hydrant and the thrust restraints which should be included in the plans. We recommend that the proposed hydrant east of the building to be at least 40' away from the building. 17.) We received revisions for this site on May 5, 1999 at 4:20 PM. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, awes T. Daley, P.E. an I co cis Town Engineer Civ' E ineer I HAENGINEER\S1TEPLANISp324.wpd To wN oF A GA wAm INTEROFFICE s� MEMORANDUM �0 May`1 To: Conservation Commission CC: File, John P. Stone, VRK From: Engineering Division Date: May 3, 1999 Subject: Notice of Intent- Suddekor- Bowles Road - Storm Drain Review- CC 214 Our division finished reviewing the storm drain calculations for this site. There is very little increase in run-off for the 2 and 10 year storms (post development) for this site. For 2 year post development the run-off increases 0.09 cfs and for 10 year post development run-off increases 0.09 cfs as well. This increase is very insignificant for such a large area. The 100 year storm (post-development) discharge is less than the 100 storm (pre-development) event. The 2 and 10 year pre-development storms create little run-off due to the characteristics of the site. We approve the submitted calculations. In order to completely address drainage issues, all comments we made in our memo of April 22, 1999 (attached) must be resolved in the plans and design. If you have questions please do not hesitate to contact this division. Sincerely, Sincerely, Ag James T. Daley, P.E. Van y s Town Engineer Civil En ineer I hAengineerlcc%cc214 2.wpd To wN OF A GA wAm 0 INTEROFFICE a: MEMORANDUM 0 To: Conservation Commission CC: File, John P. Stone, VRK From: Engineering Division Date: April 22, 1999 Subject: Notice of Intent- Suddekor- Bowles Road - CC 214 Per your request dated April 12, 1999 we Have reviewed the above referenced Notice of Intent and we have the following comments: 1.) The following note should be added to the plans: "Prior to commencing work activities, sedimentation/erosion control barriers shall be installed,maintained and shall not be removed until all work is complete and vegetation is established." 2.) In order to remove 25% of Total Suspended Solids by the means of Deep Sump Catch Basins they are required to have a 4' sumps. The detail for the Hooded Catch Basin should be changed to having a minimum 4' sump. 3.) Standard #4, removal of 80% Total Suspended Solids, is not being achieved in each process train for this site. The run-off entering the detention area, which is being collected from the building's roof, is only receives 77% removal of the TSS load. The detention pond does not fit the description of an infiltration basin, it does however fit the description of an extended detention pond. 4.) The incorrect site location is shown on Figure 3. FIRM F000dplain Map, Agawam, Community Panel #250133 0002 A, 1978 in the submitted Notice of Intent. We agree this site is not in a floodplain. 5.) Rim and invert elevations should be included for all drainage structures on the submitted plan (catch basin and drywell). The invert elevation of the 8" A.D.S. overflow pipe entering the sediment forebay is 193.00'; run-off is being collected upstream of this invert by a leaching basin and a catch basin. The hooded catch basin has a rim elevation of Iess Page No.2 CC214 Comment No. 5 cont. than 193.00 and therefore, cannot drain to the sediment forebay. This portion of the. drainage system for this site does not have positive outflow. The run-off collected in this catch basin would not reach the sediment forebay, this should be corrected. 6.) The proposed contours of the detention area do not agree with the proposed outlet structure. The outlet structure has an invert of 190.71' and there is a proposed 191.00' contour south of the invert. It is not clear if the outlet control structure has a top or if it is open. There should be a grate to cover the top of the structure mainly for safety and maintenance. 7.) So there are no concerns with the processed water, which is being created on site and discharged into the sanitary sewer system, we would like for the plans to comply with the Town's standards for sanitary sewer systems. The detail for the sanitary sewer manhole should be changed so that it meets all of the requirements for sanitary sewer manholes. For example, it should include brick masonry for the shelf and inverts. The manhole cover should be 30" with a 30" manhole opening. Proposed SMH No.9 should be relocated so that it does not cross the proposed water main west of the proposed building. 8.) Our division is currently in the process of reviewing the storm drain calculations for this site. We will submit the results to the Conservation Commission as soon as possible. If you have questions please do not hesitate to contact this division. Sinc rely, Sincerely TO I ames T. Daley, P.E. Van 'o s Town Engineer Civil En eer I h:lenginee Accicc214.wpd TEES BENDS TEES L, TEES L, TEES L, TEES L, BENDS L RENDS L BENDS L BENDS L 6'x6'x6' 13'O' 10'x10'x6' 4'0' 12'xlR'x6' 7'0' 12'xl2'x12' 33'0' 6'11 1/4 2' 0' 6' 22 1/2 V 0' 6' 45' 610. 6' 90, 16.0. 8'x8'x6' SO'0' 10'x10'x6' 16'0' 12'x12'x8' 13'0' 8'11 1/4 2'0' 8'22 t/2 5.0. 8' 45' 10,0' 13.90' 24'0' 8'x8'x8' 20' 0' l0'x10'x10' 21.0' 12'xi2'x10' 22'O' 10'11 1/4 3'0' 10' 22 1/2 6'0' 10' 45' i2'0' 10'90' 29.0' L,p TIM L06MM �'�julmchKln� `a 12'11 1/4 3' 0' 12' 22112 7'0' 12' 45' 14'0' 12,90' 34'0' �.�■�.a ioirsu r�roam TEES - HYDRANT BRANCH TEES F L, TEES L. I TEES L, I TEES L, 6'x6'x6' 1 20' 0' 10'xlO'x6' 12'0' 1 12'x12'x6' 10'0' 1 O'x0'x6' LrmraLMMrrmrtr.OW2veno ntrwncaa L L, L PLAN REDUCERS LEGEND PIPE REDUCTIDN SIZE L iP'TR S' 30'C' ® THRUST RESTRAINT PLAN 10'TU S' 21'0' ® GATE VALVE NOTESl 8'TO 6' THE AMVE C1014ATTIONS ARE MSEn ON THE FOLLOWING MINIMIAR ASUIPTION& t•r.a+wom arrrmo r.�rmnr 1F CONDITMNS DIFFER.CONTACT TOYN ENGINEER TEE PROCEOING. A. DEFPTH W PIPE IS GREATU THAN OR EQUAL TO 5 FEET, p�A� 8 F[1A�Tf£S gib+LE�HCH It ASSLWEIDG IM REATE$RAWTO 1B In 75 FEET. L C. LAYING O ITION3 AND SOIL,SIMILAR TO THE FOLLIIWING(TYPE 3} 6ga y conxdNatwO sail — 4'rdn loose Sall PLAN MO.SHALL BE OFF SILTS or MEMIN TO LOV PLASTICTTY VTTH SNO OR GRAVEL LL C M.23-m X Cmmm PARTICLES THRUST RESTRAINTS - FIELD L❑K GASKETS N.T.S. DRAWN 9Y: DMD REVISIONS PROJECT SHT. NAME SHT. NO. DATE: 12-5-96 TOWN OF AGAWAM THRUST RESTRAINTS DWG, NO.: 1 CONSTRUCTION STANDARDS FIELD LOK GASKETS APPROVED HY: JTD HYDRANT CONCRETE COLLAR SEE SPEC PLACE AROUND VALVE BOX PRIOR TO FINISH X --- O° PAVING. SEE CONC. Z < COLLAR DETAILS ma ASPHALT CURB ASPHALT PAVEMENT SEE DETAIL VALVE BOX PLACE 1/2" C.Y. 6' VALVE MIN. WASHED OR TYTON JOINT 1 BROKEN STONE AROUND HYDRANT Lo FIELDLOK FIELDLOK GASKETS GASKET HYDRANT TEE 6' D.I. NIPPLE PE x PE NOTE: WHEN HYDRANT IS ON THE END OF THE LINE WHERE WORKING SPACE i5 LIMITED, 'FIELD LOK GASKET' AND APPROVED BY D.P.W., M.J. SHOE REQUIRED ON PIPE UN71L WITH RETAINER GLANDS TO BE USED HERE 21' 0' OF PIPE ARE RESTRAINED (PRIOR TO REDUCER). HYDRANT DETAIL N.T.S. DRAWN BY: DMO PROJECT SHT. NAME SHT. NO. DATE. 12-5-96 TOWN OF AGAWAM DWG. NO.: 1 CONSTRUCTION STANDARDS HYDRANT DETAIL APPROVED BY: JM RAtED DIAMOND SURFACE DEEM COVER M READ 'sEWr IN Jr MGM l.ET9ERS M34- �^ J 4 n MER n nLRA EO EOUA 0' TQ ZfBAitON t 12C1 VCWT-120 LBS 30" MANHOLE COVER TYPE 'A' & 'H' KTA 701Li B � B n w { I ar � { 4fr RAW 'L17A+b X EQUAL � TO QN-a-H - wcxr-m Lm 30" MANHOLE FRAME TYPE 'B' au maxi DRAWN BY: DMD PROJECT SHT. NAME SHT. NO. DATE. 12-5—es TOWN OF AGAWAM SANITARY SEWER DWG. NO.: 1 CONSTRUCTION STANDARDS MANHOLE FRAME AND COVER APPROVED BY. JTD SSM 2OL7.1 AMD 2D2b1 ZD NC.LJZ 'Sllr' a y •ae� � ADAW rD WADE WN NO I= � L?�• dr�``"�_yd MAMD R imm r AID ID MOl!!r mm it OW OF MORTAR. Ja. FLAT SLAB TM FDR SHALLOW MAN HMIES SEAL ALL J MNT5 M1 M APPROVE!, PREFONED W. JDDIT FUlFR 60"N (L12 SO. X OF STEEL r PER VVMCAL FWT, PL1= AC= WC TD AST11 SPEGFICATICN C 478 48-t1' OMS%N%.,--SEE JOINT DETAILS BELOW it INVERTED ARCH WTH HARD 51 bmL GAY W= LAED ON EDGE SHELF OF S=CnM TO BE 6- HEADERS LAID FLAT o 9MCK CHIPS OR CRUSHED STOW AND MOFTrAR s- hMN. O H1 13 3 - aeo OFF s• Z 1' GEAR PIPE M& OR EUUAL SE 3 S};.-"t`d'• 3 . . T SEGTlt1'N H—$ terry.-_ SECMM A IJANHC(f STEP r ? - }� ,.r DRCP FRONT D£S GN ' t_A's 1. GEAR CAST IN WALL DETAILS STANDARD SANITARY SEWER MANHOLE tea. N.T.S 202&l MANNEL DEPTH DRAWN 8ift DUD PROJECT SHT. NAME SHT. NO. DAB'12-5--9e TOWN OF AGAWAM DWG. NO.: 1 CONSTRUCTION STANDARDS MANHOLE — SANITARY SEWER APPROVED Ht% JTD 0 TOWN OF AGAWAM -,� 36 NIAIti STREET AGAWA L M.ASSACHt'SETTS 01001 Tel. �3�l96-0- 00 RECEIVED APR 1 5 19% MEMO AGAWAM BUILDING DEP7 TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: April 15, 1999 SUBJECT: Site Plan - Bowles Road -'Suddekor Please review and comment on the attached Site Plan for Suddekor prior to the Board's May 6' meeting. Thank you. DSD/jq TOWN OF AGAWAM F 38 MAIN STREET AGAWAM, MASSACHUSETT_ S 01001 y Tel. 413-E 86-0400 MEMO TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: April 15, 1999 SUBJECT: Site Plan - Bowles Road -'Suddekor Please review and comment on the attached Site Plan for Suddekor prior to the Board's May 6' meeting. Thank you. y`Q DSDrq ej&t- ' J l` _ Ze 61 _e �e Ce IA tO {'� •� '.^�^�Y Jf:fir. TOWN OF AGAWAM 36 MAIti STREET AGAWAM, Nf kS5ACH[.'5ETT5 01001 { y • Tel. 413-�46-0400 i i MEMO TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: April 15, 1999 SUBJECT: Site Plan - Bowles Road - Suddekor Please.review and comment on the attached Site Plan for Suddekor prior to the Board's May 601 meeting. Thank you. DSD/jq , SUDDEKOR • PRINTER GMBH A CO. KG Decorative Papers Mode!toss DeMoulin hAanager-Noah America 1 Holiday Street,Eov Tower,Suite 553 Pointe Claire,{mwtreol) Ouebec,Canada H91?SN3 Tel: 1514)A26-0474 Fox(514)426,0743 �� Cor.(514)953.6160 ry • �V»EKOR DRUCKEREI GMBH & CO. KG GOtTL1E3•DAIMIER-STR_6 D•89150 LAICHINGEN POSTFACH 1360 D.891 a6 LAICHINGEN TELEFON 07333/955.0 TELEFAX 0 73 33/955 292 7]SODOEKOR IVF5 :CO (G FOSUACh 1360 0.3G' c LAICHINGEN E-MAIL.SOOSUEDDEKOKOM Assosiated Builder, Inc. MR. ERIC M. BERNARDIN 4 Industrial Drive South Hadley, Ma. 01075 USA 1 °A'UN` 10-Feb-99 RE: Description of our Project Agawam Dear Mr. Bernadin, Enclosed please find the description of the designed company incl. the Workflow Waste Water Treatment at Agawam. i Sincerely o ! Steffen P e per I 3rr?':a55E LAIC"I,:CGEN -X .1,0 3 o3c 3 _T 50 3L C 63:SCG ' C" IQ! ;73 3l�- '3J rC. NE'ONP 9ANIK Ot"". Am%CEVChf O3 %l �R8 5tO AM'SGER.Chi J:".l i-P. 137C SUCnUOR f'PAEi- LA<H,NG£rl GESCHAF-SNP?E? 7LPt•Rr`.l l}S1.C•�L1N9.1�74°F@R SUDDEKOR DRUCKEREI GMBH & CO. KG 1 i r Planning Su'"ddekor USA Description of the Company and Workflow Waste Water Treatment SU23EKOR DRUCKEREI GMRH & CO. KG is Description of the Company Company profile: SUDDEKOR, Druckerei GmbH &Co. KG in Laichingen, Germany, produces printed decorative paper for the furniture and flooring industries. The company's output amounts to approx. 16,500 tonnes per year, a significant proportion of which is exported to the USA and Canada. Plan: With the aim of improving its market position, SUDDEKOR is planning to set up a production facility in AGAWAM. Massachusetts, which will mainly supply customers based in North America. In 1999 a factory covering approx 60,000 square feet and an office block covering approx. 10,000 square feet are to be built on the site, which has already been purchased. An independent administrative division including sales, accounting and production planning departments will start worst in the offices at the start of 2000. The first of four printing machines will be installed in the factory at the start of 2000. Production is scheduled to commence in April 2000. The base paper and printing ink required for the printing process will be purchased from various manufacturers in the USA. The rotogravure cylinders used for printing will be bought in the farm of blank copper- plated steel cylinders in the USA and engraved and chrome-plated by the company's own cylinder-making department. Description of production processes: In the main process, i,e_ the process which takes place in the printing press, low- viscosity printing ink is taken up by the rotogravure cylinders and applied to the paper. The printing ink is water-based so that the hot-air dryers which are built into the printing press only need to dry the water out of the printed paper. During this drying process only warm air dampened with water—not solvent- is released into the atmosphere. For the production of color collections a smaller printing press is set up in addition to the main printing press. SURD E KOR DRUCKEREi GMBH & CO. KG . . Production of printing cylinders: The printing cylinders are purchased in the form of copper-plated blanks and machined on an engraving machine. The surface is then chrome-plated in a galvanic chrome bath, The waste water produced during the various stages of the chrome-plating process contains chrome, acid and other chemicals. This water is collected in tanks and subsequently treated. Washing processes: The waste water from the washing processes which are needed to clean the printing cylinders and ink ducts contains printing ink This water is also collected and treated. Neutralisation of waste water: We plan to set up a chemical water treatment plant which will detoxify, neutralise and de-sludge each batch of waste water in sequence to produce dry waste products and clean water. The plant is to be designed and built by a specialist planner in line with the latest state of the art and in accordance with the laws applying in the USA and in Massachusetts in particular. The plant will only discharge clean water which meets the statutory requirements. Employment figures: The new company will employ approx. 10 office staff and approx. 20 production staff in the year 2000. Within 3 years the number of employees will probably have increased by approx. 50% as we plan to install a second printing machine shortly after the first Given the current market situation it can be expected that the workforce will expand steadily. " 2 SU»EKOR DRUCKEREi GMBH & Co. KG • . WoMow Waste Water Treatment Sources for waste water treahnent ■ Waste water containing chromium for chromium extraction, exhaust air washer used in chromium-plating, normally with a pH value < 3. chromium is also present in trivalent as well as hexavalent form ■ Waste water containing hydroxide from the degreasing process, with a pH value > 9 ■ Waste water containing dyes from the washing hall and the dye mixing room, this may also contain chromium Description of the plant The waste water treatment plant to be designed in this case will be based upon an estimate of the waste water volumes, taking into account the economic aspects and will operate on the batch treatment principle. This means that the waste water created is collected in separate tanks according to its various constituents. From there it is transferred on a cyclical basis to the treatment tanks. The actual treatment process is automatically parameter-controlled. First of all, solutions containing hexavalent chromium ions are pumped into the treatment tanks. A pH value of 2.5 is created by adding acids or alkalines. This is the prerequisite for reducing hexavalent chromium to a trivalent chromium through the subsequent addition of sodium hydrogen sulphide. A measurement of the redox potential in the treatment tank enables the process to be monitored and gives a signal to the process control to continue the program. Following detoxification of the chromate the control system pumps a quantity of alkaline waste water into the treatment tanks. The resultant increase in the pH value is measured and analysed. Once the value reaches 5.5 the control switches to the addition of lime (calcium hydroxide). Calcium hydroxide is now added until a pH value of 9.5 is reached. In one of the subsequent two-hour rest phases the precipitation products settle to form sludge. The purified water created during the sludge phase is transferred to an untreated waste water tank. The water is then discharged into the sewage system via a selective exchanger once the final pH value has been checked. The thin sludge is passed to a filter comb press and thickened. The resultant filtrate is passed to the untreated water collecting station and discharged into the sewage system as described above. The resultant thick sludge is collected into containers and passed to a local waste disposal company for recycling, incineration or for use as landfill. 3 SU»EKOR DRUCKEREI GMBH & CO. KG Waste water that contains dyes is subject to a slightly different treatment process by the iron RI chloride being added to the treatment tank as a precipitation aid. The undissolved solid waste in the waste water flaw, which can settle as sedimentation, is filtered out of the waste water through the gravel filter fitted upstream of the selective exchanger. All filter systems (selective exchanger and gravel filter) can be regenerated through the use of appropriate chemicals and/or water. The chemicals used for this are also subject to the treatment process. 4 Guaranteed firr t5 Providing the plant is in normal working order and the corresponding regulations and work procedures for the waste water treatment plant are followed, the following or even lower concentration levels in the waste water discharged into the local sewage system will be achieved: pH-value 6,0-9.5 solid waste as sediment 0.3 mg/l Ni 0.5 mg/l Cr tot 0.5 mg/l Cr hex 0.1 mgli Cu 0.5 mgA Laichingen, 10.02.99 SEeffenY eper Pro*&Manager i E � 4 41 �� I 8O6l�9ES(€It}lN3 tZaa' S(610)3WHd 93ean0'h113aVW'2`XC)9'0'd Haliris rnvzd;rft�'�xos•o•a 01 - um Yn lmaw HMOS`3ma 1VIII1Sf1am t m 'oo V HanD 1l31H11ld aw3aanS :H3NM m M Naiunnsaa ura�ur>, 'ONI rSH3a ins a31b'IJOSSb unrivi ONlklfl ovaNypis OWSZ 03SWOdd SNIDIVA3H OW00 9 HOIND U31NIUd H0)OCIG 1S :�aarou� c o l 09 + i >y 40 M+ Mit SO � b`� '~ram„- � �• -. �r �r Y� .001 r # • Jam• 4 Im y HE wAe' in a I l�Jb� ID V t 1 aj � gi 1 1 109 (/ U p 11 1 - �n Lam 11 31 rid ad it 1 b ��•'•j• I 1 r�, 1 ! ¢� '� 1 •y 1n 9;A 1 If Ln .I 1 11 1 1 1 1 1 w 1 1 } � i i - ``'----•` 11 � i �'1 1' i 11 to I X z:, > >� i i I �_ 11 1'1 i � r l �r 1 I IC 1 1 1 _� �'1 rrrrrrr 1 '1 1 1 �,.I � 1 1 \''110, � 11 rrrr� � 11 11 ' ► � I r`4 1 1 flfl � I I 1 ►,r P \ \ � 11 � .I 11 11 ! f r�rr ! f� 1% 11 \ ? 1 11 ) t.�. \\ I II 1 I Jbtm 141 _/--- --------- ---- lis \ B ��,.., � ��. , _ .r� -- — =--- �Aga'�33�'-� _ .r . -" .sue •�� / I m m lig fit fig fia 695 II �•� N30NIN31VI0016" 0991 X08"0'd _ woa saaPlln4 aPll�4� 11VW3 N3DNINOMI 0910-a b 8060'9E9 t614))rod 1Lp0-9£S(E[(r}3NOHd 9 3SSYH1S-SH31W1VO-E1311UOO c b Q 9L010 UPI A31avH HllIOs Vni01YIH1snam t DH o01 HUMS)H31MHd HO)13aQns nalouo m � r �dl 'ONI 'skoallf19 OmmiOOSSV VW 'WVMVJV 'OVOU S31MO9 SNOISIA3a O '031 HOVID 83lA INd UON3aans :,aaro w n L^!°l�1°a�il2tr �� ' �+ ' ' kk 3 u k • Y M LYYx .; �i' + rYYQ�y N, �Y !,. k �� Yn r;w" , imjCp"pp'sup Ir .i'_^ _�_'^cq�'p_^Q%4pVq 4q444 -- Roma CnCp pp Xpp 0 994R�8 4�1 �4R84�g$8ggg8gyV SHRKV�na�VA - ® �,, .� �0REP �-� $ � RIB=F RBI s�sr9 t� Ng cu 1�p` .Y � ISI��ti� b �� .� '��EE •�pZ�pZ �1r1I�gg� -SgFg '$� I o , ¢ $g§�ssg?��l $s=s~��ses�ArrpQlOi�Ir�1GR�i17f�I �leA9;?7 ``emu o LAJ k:diEiE] -•--^-I F�::• I , r- � r —� r--+ E:;E;;,1 ��4 t:;:;:;] I E •:E �yb I I f r ! ! I E::i:::l i-----•-^-- } k6 k;;E;c;l FiSI? I k�li;i: i N Z II 1 br t:_ 1 rr----_-.-.-_ - �---- CL I 1 l i::;E�1 II Ii;ii II el ti�a:;] II � a t::;::1 LL __ Ei:E:::l ]rlllE;E:;i ki:i i:E 301330 XIVI 2n5 ki i i?1 IIIE?.? j Sty 4 6; Lu - kE;si;l 111Ei:ii61 I I k'ii�il ! t , Ll IAQ �:=f�i�1 I Iltd:i;ai -- - --�----- � •'•'•'1 r��----• U Iti:i�i:l !jE'siE;a II I Ilti�ii'i] II IkiiS;l I !I{i;iic] II � Ilki:i:i-1 II I ti=l�i:1 IIF:i::�E II I11;1:;:_1 IIo {. _ -- :-; 1--__---- ??: -------- ---------—' ��-------- ��+�#�^+ I F 1 I Zays uluxk� tOQ 'ra.* ki ::] Ln ki:ili;l Flla7 n oal ki:E:ia ! ki.i;i;l I E.ia rocs w I Filii l ® kEiiiE�l i A on CUD 4 II I CE :1 Fl :1 Ei iJ ::21 I IS ::::E I a aHr sovross lava vowCIED t I I 1 ! .D-.82 .D-.1.2 .D-.62 .0-42 .0-.Y2 � a Q� I q h 1 II a H s Y O - U f�] _ _ C7 H Z d w O Y a w r cA � n e AM C: Y - C TF-7 m F-- ! s- 'wZrl O W O t LETTER OF TRANSMITTAL APR 1 5 1999 ASSOCIATED BUILDERS, INC. x ' 4 INDUSTRIAL DRIVE PLANNii,, SOUTH HADLEY, MA 01075 TO: PLANNING BOARD DATE 04/14/99 JOB # 7739 TOWN OF AGAWAM ATTN: DEBORAH DACHOS 3 MAIN STREET RE: SUDDEKOR PRINTER AGAWAM, MA 01001 BOWLES ROAD SITE PLAN REVIEW WE ARE SENDING YOU ®ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS ❑ SHOP DRAWINGS ❑ PRINTS ® PLANS ❑ SAMPLES ❑ SPECIFICATIONS ❑ CHANGE ORDER ®OTHER SITE PLAN REVIEW APPLICATION CONIES DATE NO. DESCRIPTION' 10 04/09/99 7739-Ll SITE PLAN 10 04/09/99 7739-1-2 GRADING, DRAINAGE, AND UTILITIES 10 04/09/99 7739-L3 SITE DETAILS 10 03/12/99 7739-1-4 SITE DETAILS 10 04/07/99 7739-1-5 LANDSCAPE PLAN 10 04/07/99 7739-L6 ENLARGED LANDSCAPE PLAN 1 04/13/99 1 I.SITE PLAN REVIEW APPLICATION 1 04/14/99 1 j 8.5"X11" COLORED RENDERING ENTRY 1 04/14/99 1 j 8.5"X11" COLORED RENDERING SE CORNER THESE ARE TRANSMITTED as checked below ® FOR APPROVAL ® FOR YOUR USE ❑ AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR BIDS DUE REMARKS 3 q- Q- 1If Signed: DEIS IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE. Phone 413.536.0021 Fax 413.536.0908 e-fnaii:abuilder@abuilders.com TOWN OF AGAWAM MEMORANDUM _ T i 0 MP To: Planning Board CC: John P. Stone, File, VRK From: Engineering Date: May 6, 1999 Subject: Site Plan- Suddekor - Bowles Road - SP 324 Prior responses on this site plan are; Memorandum to the Conservation Commission on April 22, 1999, re: Request on April 13, 1999, Memorandum to Conservation Commission on May 3, 1999. Per your request dated April 15, 1999 we have reviewed the site plan entitled, " Suddekor Printer GMBH & Co. KG, Bowles Road, Agawam, MA 01001, for Suddekor Printer GMBH & Co. KG, by Associated Builders, Inc., scale 1" = 60', dated April 24, 1999 " and we have the following comments: 1.) This site will require a Storm Drain Permit from the Department of Public Works. We have approved the submitted storm drain calculations but the permit will not be issued until the comments we made to the Conservation Commission on April 22, 1999 (attached) are resolved on the plans and in the design. 2.) The following note should be added to the plan, " 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. " 3.) A Curb Cut Permit will be required by the Department of Public Works. 4.) AIthough it is mentioned on Sheet No. 7739 L-1, a Form A will have to be submitted to the Planning Board for review for the proposed combining of the two lots. 5.) A screening fence with gate should encompass the proposed concrete dumpster pad. 6.) If there is to be a sign on site, its location should be shown on the plan. 7.) Site Plan regulations call for the scale to be no smaller than 1"=50'. The scale on the r Page - 2 SP 324 Comment No. 7 cont. submitted plans is 1"= 60'. Our division does not have a problem with the submitted scale due to the fact that the area for this site is large and the plans are legible. 8.) The following address for this facility should be added to the submitted plans, 240 Bowles Road. • e 9.) The submitted layout of the eastern parking area and eastern driveway on the lighting plan (Sheet No. 7739 E1) does not agree with the layout of the eastern parking area and eastern driveway on Sheets 7739 Ll, 7739 L2, and 7739 L5. 10.) A spot grade should be added to the paved channel in between the proposed 194 contours on the proposed eastern driveway. We recommend that the rip-rap for the paved channels be labeled (or at least one, " typical 11.) The number of employees and the number of vehicles should be added to the plans so that we can verify the correct number of parking spaces have been included on the plans. 12.) The employee parking area, west of the proposed building, should have at least 24' aisles in the parking area to meet our parking standards. 13.) So there will be no concerns with the processed water, which is being created on site and discharged into the sanitary sewer system, we would like for the plans to comply with the Town's standards for sanitary sewer systems. Plans and design should be submitted for the sanitary sewer pre-treatment that will be located within the building. We will need to receive a copy of the application for a Industrial Pretreatment Program Permit and evidence of approval prior to our signing off on the building permit. Calculations should be submitted for the amount of sewage that will be discharged from the sanitary sewer system. A Sewer Extension Permit will need to be obtained (from MA DEP) if the flow is greater than 15,000 gpd. The detail for the sanitary sewer manhole should be changed so that it meets all of the requirements for sanitary sewer manholes. For example, it should include brick masonry for the shelf and inverts. The manhole cover should be 30" with a 30" manhole opening. The distance between proposed SMH #8 and SMH#9 is 591.00'. A maximum of only 300' separation is allowed between the proposed sanitary sewer manholes. The trench section detail should read that only 3/4" crushed stone should be used for the embedment material. 15.) The sidewalk detail shows that there is a difference of 6" above the parking area. The plan does not include a handicap ramp in the parking area. A detail of the handicap ramp is required and it should conform with the current AAB standards. 16.) We do not approve the M.J. shoe with retainer glands to be used for the hydrant. The hydrant should be restrained with a field-lok gasket. The proposed bends that are shown Page - 3 SP 324 Comment No. lb Cont. for the proposed water line shall be restrained with field-lok gaskets as well. A detail has been provided for the hydrant and the thrust restraints which should be included in the plans. We recommend that the proposed hydrant east of the building to be at least 40' away from the building. 17.) We received revisions for this site on May 5, 1999 at 4:20 PM. If you have any questions, please do not hesitate to contact our division. Sincerely, *ans T �Town Engineer HAENGINEERISrrEPLANlsp324.wpd To wN oF A GA wAm INTEROFFICE a: i MEMORANDUM � A7ED May`1` To: Conservation Commission CC: File, John P. Stone, VRK From: Engineering Division Date: May 3, 1999 Subject: Notice of Intent- Suddekor-Bowles Road - Storm Drain Review- CC 214 Our division finished reviewing the storm drain calculations for this site. There is very little increase in run-off for the 2 and 10 year storms (post development) for this site. For 2 year post development the run-off increases 0.09 cfs and for 10 year post development run-off increases 0.09 cfs as well. This increase is very insignificant for such a large area.. The 100 year storm (post-development) discharge is less than the 100 storm (pre-development) event. The 2 and 10 year pre-development storms create little run-off due to the characteristics of the site. We approve the submitted calculations. In order to completely address drainage issues, all comments we made in our memo of April 22, 1999 (attached) must be resolved in the plans and design. If you have questions please do not hesitate to contact this division. Sincerely, Sincerely, Tames�TDaley', P.E. Van 's Town Engineer Civil En ineer I hAcngineerlccicc214 2.wpd TO WN oF A GA wAm 0 INTEROFFICE MEMORANDUM 0 Mpy� To: Conservation Commission CC: File,John P. Stone, VRK From: Engineering Division Date: April 22, 1999 Subject: Notice of Intent- Suddekor- Bowles Road - CC 214 Per your request dated April 12, 1999 we have reviewed the above referenced Notice of Intent and we have the following comments: 1.) The following note should be added to the plans: "Prior to commencing work activities, sedimentation/erosion control barriers shall be installed,maintained and shall not be removed until all work is complete and vegetation is established." 2.) In order to remove 25% of Total Suspended Solids by the means of Deep Sump Catch Basins they are required to have a 4' sumps. The detail for the Hooded Catch Basin should be changed to having a minimum 4' sump. 3.) Standard #4, removal of 80% Total Suspended Solids, is not being achieved in each process train for this site. The ran-off entering the detention area, which is being collected from the building's roof, is only receives 77% removal of the TSS load. The detention pond does not fit the description of an infiltration basin, it does however fit the description of an extended detention pond. 4.) The incorrect site location is shown on Figure 3. FIRM Floodplain Map, Agawam, Community Panel #250133 0002 A, 1978 in the submitted Notice of Intent. We agree this site is not in a floodplain. 5.) Rim and invert elevations should be included for all drainage structures on the submitted plan (catch basin and drywell). The invert elevation of the 8" A.D.S. overflow pipe entering the sediment forebay is 193.00'; run-off is being collected upstream of this invert by a leaching basin and a catch basin. The hooded catch basin has a rim elevation of less Page No.2 CC214 Comment No. 5 cont. than 193.00 and therefore, cannot drain to the sediment forebay. This portion of the drainage system for this site does not have positive outflow. The run-off collected in this catch basin would not reach the sediment forebay, this should be corrected. 6.) The proposed contours of the detention area do not agree with the proposed outlet structure. The outlet structure has an invert of 190.71' and there is a proposed 191.00' contour south of the invert. It is not clear if the outlet control structure has a top or if it is open. There should be a grate to cover the top of the structure mainly for safety and maintenance. 7.) So there are no concerns with the processed water, which is being created on site and discharged into the sanitary sewer system, we would like for the plans to comply with the Town's standards for sanitary sewer systems. The detail for the sanitary sewer manhole should be changed so that it meets all of the requirements for sanitary sewer manholes. For example, it should include brick masonry for the shelf and inverts. The manhole cover should be 30" with a 30" manhole opening. Proposed SMH No-9 should be relocated so that it does not cross the proposed water main west of the proposed building. 8.) Our division is currently in the process of reviewing the storm drain calculations for this site. We will submit the results to the Conservation Commission as soon as possible. If you have questions please do not hesitate to contact this division. Smc rely, Sincerely, ames T. Daley, P.E. Yan o s Town Engineer Civil En eer I h:lengineerkcc\=214.wpd TEES BENDS TEES C1.1E L. TEES L. TEES L. BENDS L BENDS L S11VOS L BENDS L 6'x6'x6' 6' 4'0' 12'xl2'x6' 7'0' 12'x12'xI2' 33`0• 6'11 1/4 2'0' 6'22 1/2 4'0' 6.45' 8'0' 6.90, 18,0' B'x8'x6' 8' I6'0' 12'xl2'x8' 13'0' 8'11 1/4 2'0' 8'22 I/2 5'0' 8'45' 10'0• 8'90' 24'0' 8'x8'x8' 1a, 2110, 12'x12'x!0' 22'0• 10'11 1/4 3'0' 10'22 1/2 6'0' 10' 45' 1210, IT'90' 29,01 Lp,"m orrW=MRJUMCMCMG'CAWY°m"ws" 12'11 1/4 3'0' 12' 22 1/2 7'0' 12' 45' 14'0' 12.90' 34'0' L.sus Rio icn.,.,w roc LBON TEES — HYDRANT BRANCH / TEES I L. I TEES L. TEES L. TEES L, 6'x6'x6' 1 20'0' I SO'x10'x6' l2'0' I2'x12'x6' IO'0' e'x8'x6' it era urrw aye rarr�na ee�u xx rr ns na L L PLAN REDUCERS LEGEND PIPE REDUCTION SIZE L 12'TO 8' 39'0' ® THRUST RESTRAINT PLAN 10'TO B' 2110, ® GATE VALVE NOTES, 8'TO 6' 21,01 THE ABOVE CONDMENS ARE BASED ON THE FR10VDC KIN"ASSUMPTIONS. L•'r' ffimr�pwpw W CONDITIONS En-ER,CONTACT TOWN ENGINEER BEFORE PROCEDING. A. DEPTH OF P0'E IS GREATERTHAN OR EQUAL TO 5 FEET, S fOR EELS�AN6I�IS ASSUMEn TO BE GASSUMED�TE�REg1A To Ia r r S SET. L - 1 C. LAYING E&G-17MRS AND SOIL,SRMOI.AR TO THE FOLLOWING(TYPE 3)- I uantsy c,sdant.d mB 4'FM lc xw sdl PLAN SOD.SHALL BE a'' SA.TS OF MEDIUM TO 1DV PLASTICITY WITH SAND OR GRAVEL. LL<W.2s-S x ammm PARTICLE= THRUST RESTRAINTS - FIELD LUK GASKETS NT.& DRAWN BY: OMD REVISIONS PROJECT SHT. NAME SHT• NO. DATE 12-5-96 TOWN OF AGAWAM THRUST RESTRAINTS NO.. 1 CONSTRUCTION STANDARDS FIELD LOK GASKETS APPROVED BY: JM HYDRANT CONCRETE COLLAR SEE SPEC PLACE AROUND VALVE BOX PRIOR TO FINISH y�-- 0 PAVING. SEE CONC. Z a COLLAR DETAILS m � ASPHALT CURB ASPHALT PAVEMENT SEE DETAIL VALVE BOX PLACE 1/2' C.Y. 6' VALVE 2j MIN. WASHED OR TY JOINT - BROKEN STONE AROUND HYDRANT DRAIN FIELDLOK FIELDLOK GASKETS GASKET TON4HYDRANT TEE S' D.I. NIPPLE PE x PE NOTE: WHEN HYDRANT IS WHERE WORKING SPACE IS LIMITED, ON THE END OF THE LINE 'FIELD LOK GASKET' AND APPROVED BY D.P.W., M.J. SHOE REQUIRED ON PIPE UNTIL WITH RETAINER GLANDS TO BE USED HERE 21' 0' OF PIPE ARE RESTRAINED (PRIOR TO REDUCER). HYDRANT DETAIL N.T.S. DRAWN BY: DM❑ PROJECT SHT• NAME SHT. NO. DATE: 12-5-96 TOWN OF AGAWAM DWG. NO.: i CONSTRUCTION STANDARDS HYDRANT DETAIL APPROVED BY: JTD RA15ED pIAYgY0 IURFA�OESIGN 00"m REAO 'SEVER' IN r HIGH LETTERS M J -C n j GCVER i0 Ia gm 10 1--� 1EHARON L 32L1r WUGHT 2Z0 LDS 300 MANHOLE COVER TYPE 'A' & 'B' LL71 2=1 B B 2211 he r I 3r ---- I I L4 I 40-- ntkw To a EcuAL to SECTION R—B ' 1�Lo3W 1f1Q17�9�1 Um 30" MANHOLE FRAME TYPE '8' a1s DRAWN BY: OMD PROJECT SHT. NAME SHT. NO. DATE 12-5-96 TOWN OF AGAWAM SANITARY SEWER DWG. NO.: 1 CONSTRUCTION STANDARDS MANHOLE FRAME AND COVER APPROVED BY: JM . ''.• .n !.mac,1 �fjrr. STANLAW XAMW F WIC AM CQIER T' SM 207.71 AND 2Q2.1i1 ::t1 `.^;+✓ �� •:: WL A0,1=70 GRAN WIN NO LESS+ � �+q•" _ �- 711A11 Ir AID NO WOK IINM 1r V FitAiE�TO K s�ET Al A ML N UK FLAT SLAB 71p FOR SKAU.=UA*N= SEAL ALL JONTS NRN APPROVED PREFOWED INT. JOINT FML R MOO&W 0.12 SQ. ML OF SMEL r= PER VERTICAL F=. R.ACM ACCMIC TO AST11 SPEMICA7M C 4713 4+rt1' DIX SEE JOINT DETAILS OEM Zr MUM ANN " HARD t r—A S' i[!I. CLAY RRKX LAID ON EDGE SiW OF 5iAl1CT11R>: TO BE e' HEADVM LAID FLAT o BRICK CFI. OR ORUSKED STONE AND MORTAR S AEFI. 0 IV•� 1� _ O.so OF ICCR-dN-SEAL- 4 7 7' CLEAR PIPE C1UL OR EQUALlab 1 114r MIN r MIN. t/ 1 f MIN UK 5EC ION 8-11 SEC ON A-A MANHCI F DROP FRONT CESIQd -' 1. CL CAST IN INALLEM STANDARD SANITARY SEWER MANHOLE •� N.rs 2O2.b.1 CHANNEL DEPTH DRA1Ml1 BY: DID PMECY SHT. NAME SHT. N0. DATE.12-5--96 TOWN OF AGAWAM DWrc. NO- 1 CONSTRUCTION STANDARDS MANHOLE -- SANITARY SEWER APPROVED 9Y: J7D CD 4�—Q (0()qm L00 BOX # DOCUivT—NT# PAGE 4 6(0 ..a N W W gg e T R ~ 9 N fr !I II II II II II - II u, II D I I II It II II II XX n. JALA 71 IT II � II UM 11 II II II II II J II O, IIXX � II II n HT L = _ � rn U) ii o ;- /70 II a II rn 1--�-f rn �� X. rn r- r� X. m' M "T. rn II ------ ...... o !I l II II x !I - II z II � fI JMill ,. II ILA _ rn flU. I! T. TT TS I " RH Lid II 1! II v II w I I w II r L II II - - - II ffff RX II `" II II 11 � II II II II II - II II I� b r o � rn o cm C , i 0 a m PROJECT: SUDDEKOR PRINTER GMBH & COXG REVISIONS V m m BOWLES ROAD, AGAWAM, MA ASSOCIATED BUILDERS, INC. MARK DAT£DRWN DESCRIPTION ;a OWNER: SUDDEKOR PRINTER GMBH & CO.KG 4 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075 ® - - „= �° m GOTTLIEB-DAIMLER-sTRAssE PHONE 413 536-0021 FAX 413 536-0908 ® D-89150 LAICHINGEN GERMANY ( � i ) N b P.O. BOX 1360 D-89146 LAICHINGEN GERMANY EMAIL., abuilders@abuilders.com OTUO24AL SEAL acSIGNATURERFQlUUM A FOR VALID CERTMCATION I I 4'OAK • � r � (3) HONEYLOCUST , I I • (14) HONEYLOCUST O 4"TREE Z 1 W 4`TTiEE 4`TREE _ 1 (3) HONEYLOCUST O o U MS JAPANE9E A FLOWERING 1 , \ ~ GRAB I o• FLOWERING IAN `1 `\ I a Z /QUA 4-OAK ASIR LOT AREA = 1�: Sfi ACRES I CRAB • o _ _ �� c N z ! ! ! ! - - (6.672 HECTARES) 1 ♦ - Z W — 1 ♦ O\ O o I I °• ° N I 1 \O EX15T. PENCE Q W z (� co BUFFER ZONE LLJ 8) WILLOWS Y S o, i i O SCREEN BUILDING) e 6"0AK � � � � • o . > 1 1 � o ;.. 1 I 4 SUMMER SWEET 44 A°i 1 I 4 WINTERBERRY t j (43 GRAY DOGWOOD f ♦ `s R, �4i9 1 1 ( ) , o r N a 4"TREE 1 ` 1 O ab�Ib$¢� 11 It 1 PHAS? I �� O ❑ I Ow 0 j _ � o ' EXISTING TREES 1 I �� J V tico O (71'P. ROA D) I 1 . _->� __ `1 1 ` 1 Z o co 11 PHASE III _ 1 `1 S PHASE III, 1 T O — � 1 1 n oo \ ,/ N � � , , ,a , o , W Lr 0 PHASE I! 4"TREE c 11 1 11 I 1 II 1 ll I IL G , I G Q x SEE DRAWING L 6 FOR LL�Dqq 1 1 1 I 1 1 ENLARGED PLAN OF AREAS IN THESE O! M O N 1 / r W cf) O ti W O s► CC W 1= M 1 1 (5) 544ADBLOW ' f - Q Lo a C 1 1 8�/ 1 (4) EN I NTHUS • • r a 7""' 5 SUGAR �yA 1 O OO q • SELECTIVE! PRUNING TO CREATE AN r W MAPLES 1 � r— ATTRACTIVE TREE STAND O I WITH VIEWS TO NEARBY Z OO • '— GREEN ASH POND 0 U) CL 4"TREE p 1 _ - J _ (OOG►OOD J r— (4) BURNUM 4•rR E ————— (5) PIN OAKS w—— (C.)TEA CRIAB f r r o0 � r C.) a Y - * in 0 ui ASH � a (5a = co w Cl PARCEL C--3 �r cc Q 2 � aw AREA = 7. 750 ACRES ° • ♦` ~ °C Z a w � 0 � � m (q) PAGOTA TREES ` a � Z = zx GCw avma 4" ASH , NOTE, ALL PLAN17NGS MUST BE cel PUBUC WAY ABIITTINC THE PARCEL D�NCL INCLUDING THE T'REEBELTsIwL Y J O BE MAINTAINED IN A SAFE'AND AT INACTWE CONDITION BY THE OWNER. ° , LJ.1 0 W O J Q ` - 0M cmaa In CD a • u) z MN aia .3v (6) KWANZAN CHERRY ° • W W Z 4" ASH ' a o • ' DRAWN BY: TJF A E 1 ' ! ' (4) KWANZAN ` CHERRY • �� DATE: 4107199 E ' R ` (2) PAGOTA TREE5 SCALE: 1' = 50' SHEET#: R • NOT PO� CONST�� 7739-L5 (4) WASHINGTON HAWTHORNE ° PLANT SCPEDULE QTY. BOTANICAL NAME COMMON NAME SIZE V) z m I I I I r r (20) GLEDITSIA T.I. "SHADEMASTER" SHADEMASTER HONEYLOCUST 2-2.5" j j r (12) MALUS BACCATA SIBERIAN CRAB APPLE 1-1.5" p ! I I I I r r o / \ (B) 5ALIX ALBA "TRISTIS" GOLD WEEPING WILLOW 1.75-2" Z af (5) ACER 5. "GREEN MOUNTAIN" GREEN MOUNTAIN SUGAR MAPLE 2-2.5" w ! I f I r a (4) RED VEINED / a z F- I+ [ fl I I I r ENICIANTHUS / \\ (12) PRUNU5 5. "KWANZAN" KWANZAN CHERRY B-10' oc z w (11) SOPHORA JAPONICA JAPANESE PAGOTA TREE 2-2.5" (A w " O o a 0 (6) MALU5 HUPENENSI5 TEA CRAB APPLE 1-1.5 — L / / \\ (B) CL CORNU5 KOUSA JAPANESE DOGWOOD 1.5-1.75" ; Q Li (2) RED JADE CRAB / / \\ (5) QUERCUS PALU5TR15 PIN OAK 2-2.5" W z m V) a � (6) WHITE CATAWBA / // \\ (4) VIBURNUM 51EBOLDI SIEBOLD VIBURNUM 6'-5' o 0 0 C) RHODODENRON / \ (24) ENICIANTHU5 CAMPANULUS RED VEIN ENICIANTHUS 3-41 a / \ a � // \ (5) AMELANCWIER LAEU15 5HAD5LOW 5-61 a IX / \\ (17) RHODODENDRON C. ENGLISH ROSEUM ENGLISH ROSEUM RHODODENDRON 3'-4' • // � (4) GLETARA ALNIFOLUS SUMMER SWEET 3-4' � • \ // (12) RED VEINED \\ (4) CORNUS RACEMOSA GREY DOGWOOD 3-4' ENICIANTHUS \\ (4) ICEX VERTICULATA WINTERBERRY 3-4' " zT5 d,. . I FUTURE (2) PIER15 F. X. BROUWERS BEAUTY BROUWERS BEAUTY ANDROMEDA 15-24 O. e� 11Cr" ttp [a ! (q) SWEET \ � � � AZALEAS (4) TAXUS B. REPANDENS ENGLISH YEW 30-36 n.z E- f ° OFFICE " _ \ r, cu T �� \ ® (2) 5YRINGA VULGARIS COMMON PURPLE LILAC 4-5' j F (4) WHITE CATAWBA \\ (20) COTONEASTER 5. REPENS WILLOWLEAF COTONEA5TER 2 GAL. y� Yp� QR��4` RHODODENRON � �o / (10) AZALEA BLAAUW5 PINK BLAAUWS AZALEA 2 GAL. o (5) PIERIS J. MOUNTAIN FIRE MOUNTAIN FIRE ANDROMEDA I5-24" /' (1) MAGNOLIA STELLATA STAR MAGNOLIA 7-5' ti co C (6) AZALEA X. "PINK t SWEET" PINK AND SWEET AZALEA 3 GAL. (q) AZALEA A. "WHITE LIGHTENING" SWEET AZALEA 2 GAL. �^" Q M V / (2) MALUS "RED JADE" RED JADE GRAB APPLE 1.75-2" � � � (10) RHODODENDRON C. ALBUM WHITE CATAWBA RHODODENDRON 30-36" W J '— V [� •� _ , / (4) CRATAECU5 PHAENOPYRUM WASHINGTON HAWTHORNE 2-2.5" O p 4ch 0 (2) 5YRINGA RETICULATA JAPANESE TREE LILAC 7-8' J = a 4D w r / (14) WILLO LEAF O (3) VIBURNUM BERKWOODI FRAGRANT VIBURNUM 3-4' F- COTONEAS ER (10) BLAAUWS // ♦� _ m V PINK AZALEA (�. / (32) MALUS FLORIBUNDA JAPANESE FLOWERING CRAB 1-1.5" . m 0cl) Q � c✓ ,' VINCA MINOR MYRTLE .�• O W OO V,` i ♦ co ca O \ / (2) JAPANESE TREE ..♦ @) cc Co.) N \ /�' LILAC . 0 CO.) 10 0 V o I cn W . . o J (5) SHADBLOW o 1 _ • MAGNOAL A ° �, N Z C) Q (4) ENICIANTHUS r (5) ENGLIS (5) rIOUNTA1 ! Q FIRE ANDRO EDA ! RHODODEN RON \ 1 �• (12) ENGLISH (3) FRAGRANT � RHODODENDRON \ ! VIBERNUM } BROUWERS I BEAUTYNDROMEDA \\ r ♦• O BRIE GF \ ♦ 0 Q a \ he O V W \\ ,�, .►►�� ca Q Y z PAVED PARKING 0 \ O �■ m < 0 >- 0 0 a w z K AR EA �,• 04 = N C.) MYRTLEC>� ` \\ , �S/��• G� W J (4) ENGLISH YEW ��` \\ ,i ■ ■ ■ /.�/� a (� N C7 \ i' ♦r ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Z r. Z W W W II.. (!) 00 ♦♦♦• � J a Q v to ® ♦♦♦ Y 0w -j �t (2) PURPLE W �[ LILAC . ♦♦ m W -a N O in♦ NOTE: A T MUST BE MAINTAIN A a r (D m (6) WILLOWLEAF ♦♦ (6) PINK 4 SWEET ALL PLANTINGS MAINTAINED AND THAT PORTION OF THE ZD RT = 0 co 4 Q COTONEASTER `♦`♦ AZALEA PUBLIC WAY ABUTTING THE PARCEL AND INCLUDING THE TREEBELT SHALL C!) cV ch O G a ! BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER. j ! ! ♦� (3) KOUSA a ♦♦♦� DOGWOOD DRAWN BY: TJF G ,�♦ DATE: 4/07/99 ENLARGED LANDSCAPE PLAN SCALE: 1" = 10' 0 SHEET#: �� NOT RN CONSTDO-,u N 7739-L6 i i N W W N I I twm xxs II II II II II D 11 II II ` I I II II II II � II Il °D IITIT II li II �t II aN cn II � ZZ II II m z M M II a a Q o II � ) I� 1 V I � T II m II mX. li m m m rn �- N mrril �--�-� o a. X. II 'r II ,� II II x If ' a �.� '`a, tip' 01 UT _ V SX- X. X TZ ff X� III I I _ � fl II z II �' II '` II II u' II II II II II � II II p it N II I I I II � II II II II II - I I :; II u D J m z Chi C= C� �l O i 0 a v PROJECT: SUDDEKOR PRINTER GMBH & CO.KG MAY 1 R lggg REVISIONS y m r m BOWLES ROAD AGAWAM MA ASSOCIATED BUILDERS INC. ��'` f f 1f MARK DATE DRWN DESCRIPTION ,y y BERIrEgpO1N o OWNER: SUDDEKOR PRINTER GMBH & CO.KG 4 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075 3 - tO GOTTLIEB-DAIMLER-STRASSE � i N D-89150 LAICHINGEN GERMANY PHONE (413) 536-0021 FAX (413) 536-0908 s 1�� _ P.O. BOX 1360 D-89146 LAICHINGEN GERMANY EMAIL. abuilders@abuilders.com ORIG.Fk OV 5E V iA CE CA a � a WF WF $'23 M IJ V®CT FOR CONSTRUCTN CO / �� + �30w -22 WIDE DRAINAGE EASEMENT Wfi A-2 / 8 l �/ I I^ // / � WF $20W F B-21 WF A-3 '� + WF B-19 \v MMY-193.4 1 / / + W WF B 187 t11 N�3S; 00 I p2, WF A I cyn 1 I -4 y, / / N � ,vp� WF BL UEF//V AS ' �` / / + B-10 m 7" ` \ w BOpK 67> SOCIATES WF A_ / ��' / / WF B_9 C)�� PLAIV BOOK 253AGE 283 5 x\ �C` ,�G,j A /4' �I `^ �,�� \ \ \ �� PAGE 85 "� ¢� 1 0 Z \ / / J ` 1 ` \ \ �~ 7� — SIL FENCING SILTA710N WF A_ / / WF $_8 0 z air. CONC. � � — — ~1 ~ � ` ,/ FENCING CL AVIN — ~ L4 (LIMIT OF WORK) /` '� + i Z m -� c 720.00, LZ4 / /� // m ^ + + + �'A 0 y N I I I I I y ,! I I CHI; puT 12,. / �, -` ~ — ��78722'13 E yy A / / B� Z "' 0 0 a I 1 ]-190.87 / 'o. Q ~ ~ — F 77 l oo 0 o APpfiOX [INO O MW.ip4.7 U PR LCCA PON 1 I 'nme ' I ! °• N ,h' — ~ _ —o — _ ~ / / B-r cD ~ I ` — 11' �avdurr ! ' I 1 ,o — ~ ` WF A_1$ • — — ~ ~ ` // / '/ "'` I I c,� o R4, t tr I 10,0. �y5 BIT. CONC. 'a, o — W A-17-r PAVING ' __I i CONC.rPAD FOR 0• °` +o. — ~ A- — — / A- Akt,�ABRq j ELECTRIC TRANSFORMER �-{ o e- " 2'-0'�0- ,moo` N , '. �L1W A-191�r s�yy WFA-1 ��r- �* A- �` F B-5 I -F 1T1 R M I I I(EXIs NG) - 1'-85� 1 '` - �WF-A_Z� '� ,wF�A-t 7'F A�0 ►p S .-- L 1. T ! LOT AREA 16.486 ACRES ��- 0� � _ ~ ~ - - ~ � 2)W -AIAD _ I`om I -o z�_a 1, wrp-(6.672 HECTARES) _ \ �� rF-, %C A_-SUDDEKOR BETEILIGUNGS and VERWALTUNGSGESELLSCHAFT MBH 0\ WF' A-24 ` WF8-4 + ® afIBOOK PAGEIJNDERANOPND T LEP14ONE ° '/f � BUFFER ZON� A-2s WF B_3IC 28'-6" X 1g-D" X 6" '�{iCK ` WF A-TWIN 24" RCP CONC. DOLLY PAD �. � °� FR0M BVW 26 � /' /INV. OUT j ► o T'S TWIN 24" RCP =�� 191. S N o ` WF g' INV. IN = =- -k~ =� o ' ° A`27 ,+ti/ WF () EMPLOYEE PARKING N Aa, ` \° / +& �YF B-1/1 �' S� o pit a R v - > I I I S! 1 (42 SPACES) 4. % — — / / •0 rc a°� x I j �• SILTATION WF A-28 y/ / / SrL�j y" z 1 ,, I 30' x 12' x 6" THICK FENCING ° / /� o3 f I I CONC. DUMPSTER PAD (LIMIT OF WORK // // / ! k.yd Cu� I�0 CIOI 0 OR Co p r /m— ifWF A-29 / // ,�'�j� ■� I IL4 APPROX. OCATION I v► . 4'T1lEE I L SAN.EL TING TERALOF Z 0 CD APPROX. LOC T ! ! � C„ CD i� I ` + ° WF A-31 A 30 / / / / 0 O sAN. LAT. WF A_32 _ ' / 'A� a CD I 1 WF A_33 � A r34 WF A-37 V+ '� i `� 0 / LO UTILITY ��---� __! I LIYIARKfR i / W M PROPOSED / / / / WF_ A-3s W J r CONDUIT ' I _ NV.�uT 12" I 60,000 S.F. .. / / / y I I D CMP-191.35 + A 35 I5 + MANUFACTURING r/b / / / o I I + + FACILITY PROPOSED '�( / // // SPRINGFIELD TURNVEREIN, INC. _ x 1 y I } 6, 168 S.F. '� // / / BOOK 3293 PAGE 366 = LL OFFICE �° �+ � / N •' APD WF 0is, CO 04 O 0� HAYBALE +:yyF _ / � C_1 � � �D I ` } Lu / I CHECK /- 6 / / W = 1 I r �/ ! , mac- 1140) OM 794.4 ° r' 8 Q a V- mr / c r }I 100/ W � 1 I U.G. TEL I •i; O = O ' 1 I A�ARKER 1 4" THICK i p �ti / .00 U� Z = 1 I 4 ..... II U�NyE� IN66NC. N a. NOTES: 1 �+ I 1 1 `0 WF C-15 SPRIt4GFK LQ 93, PAGE 3 Q 11 I 1 4.1REE IT. CONC. 3 q-o' �y / / cs? 800 32 1. FOR REFERENCE 70 LAND SHOWN HEREON SEE BOOK 5368 PAGE 1 PAVING L4 o 0 345, PLAN BOOK 251 PAGE 115, AND PLAN BOOK 286 PAGE 83. `11 1 I 1 11 11 R� `o• // / I 2. SOURCE BENCHMARK = HORIZONTAL 200 SPIKE IN UTILITY POLE J5 1 1 1 , \ uk NEAR THE SOUTHEASTERLY CORNER OF LOCUS. ELEVATION - 199.54 �� SMH#1 3. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON 1 \ t It. SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED 1 �`y \ � � � 4'yRa WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. 51,.E o' 4. BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN ON THIS PLAN IS 'P 1 \ \4, \ NO3.3g� X , b TAKEN FROM PLAN OF LAND 2408SUOI BY HERITAGE SURVEYS, INC. DATED 4�p�p, 1 \ 1R SILT FENCING / // WF 5 MAY 27, 7 997. I / 5. THIS PLAN IS FOR PLANNING PURPOSES ONLY AND IS NOT INTENDED Z`�� , \ r .a \ GND 0 uW-194.4 TO BE USED FOR CONSTRUCTION. UTILITY POLE W/TBM , \ \ l wE 6. WETLAND DELINEATION BY NEW ENGLAND ENVIRONMENTAL, INC. SEE NOTE #2 \ \ \ I ! , %E j !/ // 0 \ \ \ \ \ BIT. CONC. I fl INV. NV 4 \ \ PAVING do BERM 100' UFFER -t-V►F C-2, // / o � ♦ ♦ p E � ' G'yy ��/1r /'' / •r�1 1g� V Ll. Y R4UrE 57 \\ \ 6`ASH\ o \\ RR��o• l _ / G / /' S'`� Z Z , 5 SITE PLAN m = 0 O w PARCEL C—3 � v 31 �-- its Q a� \ \ • o. \ vh C- 2 W AREA = 7. 750 ACRES CwP C' \ 74.4b 1" = 6 0' l.L. m WESTMASS AREA DEVELOPMENT CORPORATION ` // / }rc IN W = 2 3 .-: \ \ \ <"�.\ BOOK 5368 PAGE 345 �✓ / / W Z a a J LOCUSr1 \ J L O C V S \\\ \ \\ \ \ \ 5G Io \\ PLAN BOOK 301 PAGE 125 /' ~�•/' //' TMP. FIXTURE ~ m � a a �" ASH\ \ / / / 4' HEADWALLA Z u j c W Al 6 k/ B 250W METAL HALIDE LOW BAY FIXTURE � Z Q O� Q \ \ \\ \\yfSG y \ / / C 40OW METAL HALIDE LOW BAY FIXTURE a O = Z = J \\ °' D 8' WRAPAROUND 2 LAMP O E 2 % 4 ACRYLIC 3 LAMP i-8 ELECTRONIC O V O G z X 2 2 LAMP T-8 ELECTRONIC ACRYLIC LENSE Q v CO _ F 2 X 4 ACRYLIC 2LAMP T-8 ELECTRONIC T-8 S / / H 2 X 2 2 LAMP PARABOLIC 9 CELL T-8 ELECTRONIC Y N O iD , ABR,gM \y ♦• \\ \� \ \ Q� I RUUD LOW VCLTAGE RECESSED R7L-RT58WH © V W �A p \ \ / / J 2 X 4 PARABOLIC 3 LAMP T-B ELECTRONIC i Dr11 VE \ \ �6', \ \ / / // K RUUD R7MO7 70 W METAL HALIDE RECESSED Q O W Q 0 L 25OW METAL HALIDE WET LOCATION LOW BAY FIXTURE IIn W \\ \ O \ " M 175W METAL HALIDE LOW BAY FIXTURE Q �. a . . . . . . . \ / N 1 X 4 FIXTURE 2 LAMP T-8 ELECTRONIC G Z ♦ \�. 4 ASH \ \ / INV. 127t0W OUT / / 193.58 O / P RUUD ADFC407-DFBK 1 W METAL HALIDE GROUND MOUNTED N y a J /1 W 6pW�eS W `•\ \'Qy \ // / R VISA DCB 622E1-28 TAL PLELAMP WALL PACK V o Rpq� � / h S WALL SCONCE \ + R \ / ^ T RUUD AC2425-M FLOOD LIGHTGRADE ,R \ +• \ \ \ \ �� C;QUISITION' U BOLLARD 70 WMH HC407-0 RUUD V LU \\ \� `o• \\ / �'+ ">1D° MEI��IPI 436 PAGE 472 E 94 VI 5AO14 0-MT 25OW METAL AL HALE W C9 4 \..\ \ 1 / `"� / g00K pK 290� P BI EXIT LIGHT 1 3 PLAN �O T RETE EMERGENCYE ERGS CY LEAD a 0 \\\\ \ -o' MEVMPI ACQUISITION, L.P. SMH# R \ \ / / `� BOOK 9436 PAGE 472 COLLINS ELECTRIC DRAWN BY: LIFE •�� \ \ \ `/ / / PLAN BOOK 290 PAGE 94 S / DATE: 04/13/99 �R�E ,,\� �o�y� 4 Electrical Contractors S DER Fs / and Engineers 6�ogo \ u \� \ / / SCALE: 1' = 60' LOCUS MAP �, ��\�\ �^ H Springfield o Pittsfield o Mass. »SCALE: 1 10 0 0 > ` \�•�, �\• FOUNDED 1906 SHEET#: -- S �6� "I, INV. 28' RCP `�` \ \ A •? 8:E" A FLARED END = 193.93 TEL. 413-592-9221 FAX 413-592-4157 SE-1 8-23 !f W A`2 f GND 0 MMh 193 4 WF WB 18 f l -17 0002. A-4 �� f�r4 h A_5� �1 O e-9 hh. 4 / &k .7 22 5.5 7A 10.6 2 / 22 I.1 2A 1.1 , 3 IIL r / G.1 4.1d 3A 4.5 I.9 2A 3 2A .4 A 3 .7 2.1 L .I 7 + A 3 ca Z La 2000, A- 7 z 8 co cr) 040•MW-194.7 A 1.2 IA 1.5 IA IA .6 .6 .. w ° �� 3'E 8`6 Co I I I E 0 1 � G; '7 1 / 4 .2 A 43 5.0 5.6 4.1 I's i,l I CAC ss !!7 41 9 I.9 � A~r8 Ayr7� � 1 f` � � M � AD FOR .2 IA IA 9.7 6.1 22 A V , s ,& / PA ! rd I.1 I.1 1 F .7 .6 13 6A . I.k � A- W A--B +L d d 1 ABf� I� ! c7Ri TRANSFORMER WE A-19` WF A-14 WF A-9 � g-s '4MS (EXISTING) 3 1 54 2.4 2.7 1.7 1 A A 13 1. t2 A A 10 9 6A 4 \ � q�O � A-?+�~ '1r` A.`12 W A-IC) � a ROAD LOT AREA � 16.486 ACRES o � 17 •'OAK 6.672 HECTARES •' 2 .7 A A .2A 1.4 4 43 2.6 ,7 a A IA 2A 6.1 i. 42 IA � q21��-A� 1 2 A A I s 2 , I2 6. 7.9 I3 a s 7 1.1 lA a ° 22 A 23 WF 8-4 ¢ 4 ® ® a '�- SUDDEKOR BETEILIGUNGS Ifnd VERWALTUNGSGESELLSCHAFT MBH 1'VF A-24 , BOOK , PAGE i ,A •7 x IA 1.5 A .9 .I 1.2 4.7 2 4.1 1 A 1.1 IA 2 22 1. A °` W A_�5 I j UNDERGROUND TELEPHONE a $-3 I J AND ELECTRIC a A 7 !,A 42 iA I A 6 1.1 IA 43 A 43 1 .5 ? 32 42 iA .4 `0 WF A-26 +14 1 .2 .A 1 4A 11.4 .5 2A ' 2.9 1 .4 IA A A 7 7 4A IA ` cyIII TS f 2 6 ,+� C) Q I I .1 2 A 9 6 SA 4A 2A A 4 6 ;�� 1 A A 3 IA 2.2 2A 2.7 2.7 2A a A-�27 yc 1w g� 1°� � �� 1 1 { I ? A 1.7 32 4 I. 7 i . I i. A A I d\ 1f B�1 p�+ w W (� O I I A 7 2 7 1,7 2 IA 1 W R`2$ 6'41AK (� I .2 3 63 4.2 2.8 .7 a F-- As r I 1 1 G7 a .4 L& 4.6 2.6 A f ti;i ! �J Ch cr - II I, 33 6 IA I A co A-29 '1jp 1 h 1 z r 4) i rn lc� co o `AP R X LOCHSTING ON 2A I.7 7 3 3 2 fQ , � � a� � � a 4.mu NL14 SAN. LITERAL 12 24 2A .1 .1 .1 .1 f WF C7 Z 0 cn APPROX. LOCsAN LAT. 1 I �� Ll A 1.1 .6 .1 a A 2 o WF q_ A-31 A�30 _ Ia -� ` to 1 ` 3 2 , 7 1 i a W A-33 Wtc• A-34 A-37 (6 m LLn WP A_3 uj L� M __I U.G. TEL unuTY ��_-_�CONDUIT �__ MARKER a s 2 1 s2 �A 13 / 4 A .6 A 0' Ar'G 7A L7 2.1 // s W J 4 A 1.7 2 a A-35 O cl �.. I I .9 A 2.7 1.7 .a V I 2A 6.1 A .7 / J Q } 2.s s2 3 10' APG 2 2 o C-u3 = = r 4 � 4'TREE 1.1 1.2 A 1 / W. C m 0 O � 1' ti A A ,2 i f j ��W C_5 C"4 O vL O 1 ' / W � ti 1 ` .2 .2 .1 r a W C-7 n C 1 1 1 A l / wF C_ Q a_ �- Z 1 1 1 13 2A bA Zo �. *yr r a y yr J-SERIES W 1 * 1 1a 3A i.7 / _y r r r DOME TOP O = Z r I I 1 MARKER 2A 2A 2 3 1.1 4A .2 / _ ♦/1 Q 1 I 9 1 0.7 6.2 3.7 A 3:r a 2.1 / rry r! PIXE HE10IF t9 PM U/ � CL i � � A A .7 1 2 3 .• A .i-s TURNVERE!368HC Q 1 A A A -4-1i A 3 A .s A WF c_I5 m SPRINGFKL 293, PAGE I 1 4'ikEE IT, GONG. 2 A 11 $AVJNGA 1. 1.4 1 1.7 .7 a / � � SOO 1 1 rr - r r a A �! I A 2A 3 G�1 � CA SMH#1 \ y r r 1.1 .A 14 .7 1 .7 Is A 2 _y y t IM Hi. ■ It i'EEF a .7 2 A A A A A 3 � f \ ` r .9 .9 .i A .S FLEYAFIW \ y� 3 3 .4 le N pig 5 1 E 2 .1 WF c_ss• \ r 1 \ y r r r O A 2 f I u.. M GND 0 MW-194.4 UTILITY POLE Vif/TBM , 1.1 (2) 175W M y1F c't� '� c- � � Z Q SEE NOTE #2 \ 2A 2 • T11 . 1y4.93 O \ CD 1 ,� IM/. 4 57 A5H �/ W \\ \ 2i ♦ 1W C-25 d� G G• Z 2 0 Q W Z �\ PARCEL C-3 L1 ` G,z6 �` 7 C-2 c_3• °a U) Q = ♦ \\ \ AREA = 7.750 ACRES A = (DML) t74.96 Q m < Jr Q - A� \ ` WESTMASS AREA DEVELOPMENT CORPORATION ♦ 1w• ,rP W 2 UJ ..J OCUS \ \ \\ \ BOOK 5368 PAGE 345 IA 1 (f� \ PLAN BOOK 301 PAGE' 125 T Tip. ~ Q � Z Z W Cc W r © W (D 00 al- `\5M \ � �' LABEL QTY CATALOG # L WATTAGE DESCRIPTI❑N LUMENS MF p. Q U W • . . . . . • . \`� \ \ '� I -. JA 12 JAOI440-M ( 400W MH) 20. 5' DIAMETER PARKING/ROADWAY TYPE III 40000 75 (n m Q r ASRAMS DRIVE" ; . . . . . . . y \ �\`��s m e -O AC 9 ACW425-M ( 250W MH) 16 AREA CUTOFF / FORWARD THROW 23000 . 75 W W W o x o �\ \ \\ � . HC 4 HCD407-D ( 70W MH) CLEAR ROUND BOLLARD 5600 , 75 0 J W J Ury r . . . . . • . . . . �` \ a i -. DF 6 DFC407-DFBK ( 70W MH) 5040 . 75 Q 4" ASH , E3 2 E3407-D ( 70W MH) RECTANGULAR SECURITY -- PERIMETER CUTOFF 5040 . 75 0 a ��' \ •+ JA 17 2 JA01417-M t 175W MH) 20. 5' DIAMETER PARK I NG/R❑ADWAY TYPE III 15000 , 75 � N C'3 © d eow�. s. . . . . Q �o,�GJ `• \ \ aloha 7 2A 4 ry� V Oa ISITI . .72 !W W QUG � Z W MBO94- GPAPAGE 94 0 OK oK290, a 2 6 PAN MAINTAINED F❑❑TCANDLES Q� SHOWN AT GRADE DRAWN BY: RUDD `\ SMH# AVERAGE = 1. 99 fc 51TE LIGHTING \� MAXIMUM = 11. 9 f c �e0 4 A MINI MUM = . 1 f c 2 DATE: 04/21/99 S�R�EC ��n AVG/MIN = 19. 9 ` , u�.Q� MAX/MIN = 119 y. 6m' S Focus SAP ,�` �� , �. SCALE: ,• = 60' �'�` " ` 4•ASH SCALE: " = 1000 ' `�� '" ems " A SHEET#: A 1 1 - Ao CAANO Y = LOCATION lPROPOSE-- { EIE %jr Ir Z! II"Al"IMP ATS CECO 24 GA. GLP METAL ROOF PANEL z 4 1 / COMPACI'CtR 4PAD 13" CONC. � • / CECO 24 GA. CLIP METAL ROOF PANEL d ? + PROPOSED CAN '� / CO 26 GA. _ CECO • 3/4" CHANNELf ' IM w14 BEAM 1 I I I I COMPACTOR PAD / : I METAL wAli PANEL CECO 24 GA. CLP METAL ROOF PANEL Z oao I 1 y A� /•`/ EXISTING 30' x 13' x 8" CONC. I ` SIMPLE EAVE TRIM METAL WALL PANEL. O � _ COMPACTOR PAD BEYOND Lo w > 11 1 1 1 > > > I W z 14 cu r r i r r 1 �, 1 ,• ® 'i�+ 1 y 1 .' '.. .' :. « LINE OF PROPOSED a 3 A LLJ I I a r r r r r of— J Q I I x �• ..".. f •.•'�/ PROPOSED CANOPY PIER TYP. sw T.M0 ACM �w�w �/ ! I I (lJ O f �' .r+• • >> 24" DIA. SONOTUBE ' 17, uq � � / ! — • I'. . . '.'. , W8 COLUMN �� T�" / • �'.. • 1'. ` 24" OIA SONOTUBE 24" DIA, SONOTUBE � i �'-� �N 4 �' s L WEST ELEVATION NORTH ELEVATION SOUTH ELEVATION 45 » » f r r �� » O off. .� , �_ ,• ® 1 /8 = 1 -0 1 /8 = 1 -0 1 /8 = 1 -o In co V c o cnI MAP o LOCUSENLARGED SITE PLAN a M SCALE: N.T.S. N.T.S. U) m M }= ; E W © ; 0 0 � x � z U OD � m � can c ca 0 0 +) Wam co (n to a: 19'-0" x 4'-0" STONE BED Q Q ~ •� V NOTE: °w �co STEEL SIZES ARE PRELIMINARY Lu O = Z J EXISTING MANUFACTURING BUILDING NOTE: l^ © O Q STRUCTURAL STEEL TO BE FIELD FINISHED PAINTED ) Z_ _ NOTE: V/ SAW CUT AND REMOVE EXISTING PAVING Q - - 1 FOR POURING OF CONCRETE PIERS H H N 17'-0' C.L. TO C.L. 19 -0 2'-0' DIA. SOWTUBES ?� EXISTING CONCRETE PAD I a n CECO 24 A. CLP METAL 1/2 12 ROOF PAN L CECO 8 f 2" EAVE STRUT LINE OF NEW CANOPY CECO 8 1/2" ROOF / Lo C3 `'.� �� z PURLIN x �- 8 3/4 CECO CHANNEL TRIM ` A-22 W CECO IMPLE H , EAVE LASHING W14 BEAM -�— I � a CECO 26 GA. MSP a Y � 2 -0 TYP. 101--0' METAL WALL PANEL O .. MATCH EXISTING WALL PANELS = W8 COLUMN TYP. a (� _ 19'-0' EXISTING E' CONC PAD CEC ,� Z PSI UE PAD 1/2' x a8' step DOWEL ¢ WALOL GIRT 2 La _ C THICKEN EOCE OF SLAB T8 O.C. LJ Q co--7 rl • I Z a - N 17'-0' C.L. T❑ C,Li� o Q ��/�� _ ,W^^ O7 a as a 1 •--� I V/ Y/ • / / ru Q V ,� Va/ !� oc a PROPOSED B' CONCRETE PAD �� ' CD F �' 24 DIA. SONOTUBE W �i �� THICKEN EDGE OF SLA13S u #4 VERT. REBAR Z Q -� W ' w o fi 4,000 PSI O w (� e" 051[ COMPACT BANKRUN GRAVEL 4'-0" WIDE STONE BED I CONCRETE SLAB aD �LLJN B 8' GRADE o #4 HOOPS GRADE a m (1) = W A-22 _: ... . ..- . -..._. -- Z_. J I" IZD I 1 W O � ?� Q I # THICKEN EDGES OF I I W J Y J m SLAB TO 8 I 0 w Q — z 0 Lu m � � °wma CANOPY PL AN PIER LAYOUT SECTION THRU SLAB cn m 0 ' J In 1 8" = 1 '-0" N.T.S. CANOPY PY SECTION O N W / A W 3/16" = 1 '-0" 0 z a O DRAWN BY: GAC co ` DATE: 4/18/00 ,LO v t Ax` 7 Y SCALE: 1/8 =1,.0 SHEET#: # '' ' 9792-A22 A 1 1 M ~ Moo- TK005913 � µ / LOCATION" I k ., PROPOSED 10' x 13" CONC. CECO 24 GA, CLP METAL ROOF PANEL COMPACTOR PAD IM +1+ + CECO 24 GA. CLP METAL ROOF PANEL PROPOSED CANOPY/ _`1 I + // _. CECO 8 3/4" CHANNEL T W14 BEAM RIM I I I {w s - .a II �I COMPACTOR PAD ~ 1 METu WALL PANS CECO CL ErAL ROOF PANEL Z CECO YS GA C] ;� •� : EXISTING 30' x 13' x 8' CONC. SIMPLE EAVE TRIM METAL WALL PANEL � Q k COMPACTOR PAD BEYOND Lo co LAJ + ` \ ® s •' fr ..' '.. - .. f C CANOPY PROPOSED \ P - - o q L i '7.": \ J 1~ ws•*�/ l PROPOSED CANOPY PIER TYP. p� - _ - - fV % I I Q ® ® \ PAr=a-$ I l (U • r I 24 DIA. SONOTUBE :7 W8 COLUMN 24" DUB SONOTUSE 24 DIA 5 NOTUBE u 1 O q V!F e WEST ELEVATION NORTH ELEVATION SOUTH ELEVATION . �� s1••'. s � tryy03 A\ \J �• ..' '1", p' �/ 1 1 77 p LL 1 /811 = 1 —411 1 /8 71 = 11—07 1 /8 = 1 )—011 uns co 0 LOCUS MAP ENLARGED SITE PLAN aco SCALE: N.T.S. N.T.S. C m In } ME W o � ❑ Kx L J LL .. m oN � cn p Cc Q o W 2� ML cc Lo CD 19'-0" x 4'-0" STONE BED Q .0 rc wr NOTE: Lu r r STEEL SIZES ARE PRELIMINARY O = Z J EXISTING MANUFACTURING BUILDING NOTE' V/ O Q STRUCTURAL STEEL TO BE FIELD FINISHED PAINTED cn • NOTE: _ - SAW CUT AND REMOVE EXISTING PAVING 14 - — — --- --- - r C:) . ,--,-� �- - FOR POURING OF CONCRETE PEERS _. H H "' 17'-0' C.L, TO C.L. 19 -0 2'-0" DIA. SONOTUBES C3 4'-2' I EXISTING CONCRETE PAD Q CECO 24 A. CLP METAL a 1/2 12 ROOF PAN L Lj -I I UNE OF NEW CANOPY ,o CECO 8 1/2" ROOF CECO 8 1/2" EAVE STRUT CD I�- z PURLIN A x 8 3/4" CECO CHANNEL TRIM ti ','_.', H — — — — — — — H A-22 Q EAVECECO IMPLE W_ BEAM I SAVE LASHING 0 a 2 ,- CECO 26 GA. AMSP '-0' TYP, 0 10 0 METAL WALL PANEL-------,I- MATCH EXISTING WALL PANELS = W8 COLUMN TYP. 0LD 19'-0' PROPOSED 8" 4,000 ExlsnNc er CONCREM PAD > CECO 8 1/2" Q PSI CONCRETE PAD 1/2" x 15" SUP DOWEL ¢ WALL GIRT LJ LJ l THICKEN EDGE OF SLAB 16 O.C. W a Z r/ r�, i . • ru 17'-0' C.L. TO C-L., Q = W f. PROPOSED $" CONCRETE' PAD :< :, �' , � A Li W 24" DIA. SONOTU BE ❑t Jt �' .J I i ✓ ` i ,' THICKEN EDGE OF SLABS `� �yy {{ { d � Y� �j W F #4 VERT. REBAR Z Q J W ' W r-i 6" 4,000 PSI NNW Lu 8" 1i5X COMPACT BANKRUN GRAVEL I CONCRETE SLAB Ga B Lu 8' 4 -O» WIDE STONE BED GRADE o� #4 HOOPS GRADE a CC W = Z I' -77I • I 1 Y LU O �. � m I THICKEN EDGES OFT-!I I W J Y J C7 � SLAB TO 8" 0 � � W 13 -0 I• �� ;� I� � �. � 0 � W • L _ � � - � 0 0 ch m c=n > � m CANOPY PLAN PIER LAYOUT SECTION THRU SLAB 1_ 1� N•T,S, CANOPY SECTION W 1 /8 1 0 A , z 3/16" = 1 '—0" a o '•k 7 >y ' DRAWN BY: GAC DATE: 4/18/00 F1 SCALE: 1/8"=1'-0" SHEET#: 9792-A22 A 1 loN —Ella I` tiN • . CECO 24 QA. CLP METAL ROOF PANEL _ COMMPPRD�ACTOR PAD 1J" CONC. ` L— I� I •. ' . / CECO 24 GA. CLIP METAL ROOF PANEL W14 BEAM L1.. + PRrrfrOPOSED CANOPY `r I CECO 8 3/4' CHANNEL TRIM I f I I �y M �•. CECO 28 GA. MSP CECO 24 GA. CLP METAL ROOF PANEL � (%y COMPACTOR PAD w :' :' METAL WALL PANEL LL CECO 28 GA USP Z w I METAL WALL PANEL EXISTING 30� x 13' K 8' CONC. SIMPLE EAVE TRIM BEYOND O ` COMPACTOR PAD F_: lop • i M Lei LLI 4CE W > Q F•- l 1 1 I 1 s LINE OF PROPOSED N W L-• i i .,�` \ `� � ..•'•'�/ P♦ZOPOSfD cwoPY PIER TYP. � • cu o o I I f I a \� \ \` \ ,m , rtm i `\ �� ,,.•� ' c ,�` C3 Qi �\ \\\N \ """":'��w w T// + I 24" OIA. SONOTUeE 1 I "' rY q `\ \ / r • i I ® We COLUMN �1~ �• \ \ r .,•.'. • ` 24 DIAL SONOTUBE 24' DfA. SONDTUBE q S2 • • • 1 Yam{ r W¢ (� ' ON ELEVATION NORTH ELEVAT SOUTH ELEVATION 1 /8 �o 1'.•.'•,.' .:•4 C 11 , 17 11 1 it —opt R. 1 1 /8 In co p Z p C3 LOCUS MAP ENLARGED SITE PLAN SCALE: N.T.S. N.T.S. E wLu 3= W � m V. cnoCc 0 w co' CD ) `O in �-0 19'-0" x 4'-0" STONE BED Q �r- Jm NOTE: U " Ca STEEL SIZES ARE PRELIMINARY _ uj Z J DUSTING MANUFACTURING BUILDING NOTE: STRUCTURAL STEEL TO BE FIELD FINISHED PAINTED V) Z 0 d< NOTE: N v a. w SAW CUT AND REMOVE EXISTING PAVING Q FOR POURING OF CONCRETE PIERS SITE PLAN APPROVAL AGAWAIIR PANNING B4ARI� c' 17'-0' C.L. T© C.L. 19•_O• t I 2'-0' DK SONOTUBES 4'-B� ' I 4 +f� °i I aT CECO 24 A. CLP METAL D(ISTING CONCRETE PAD J -i ,.� :.-••. 1/2" 12" ROOF PAN L " �•_• .•;� �� - LINE PURLiN CECO 8 1/2" ROOF E OF NEW CANOPY CO $ 1 EAVE STRUT z r I rn 8 3/4" CECO CHANNEL TRIM Li CECO fMPLE H A-2Z EAVE FLASHING H - - - -- --- n W14 BEAM C Q _T I CECO 26 GA. MSP a 10'"�0" METAL WALL PANEL W 0 MATCH EXISTING WALL PANELS = W8 COLUMN TYP. � v � m 191-0+ PROPOSED 8' 4,000 EXISTING 8" CONC PAD IyJ CECO 8 1/2u H • ca PSI CONCRETE PAD s/z" x Is SUP DOWEL ¢ WALL GIRT THICKEN EDGE OF SLAB 18 O.C. � < M L - r a • - c\u 17'-0' C.L. TO C.Lr, % < 5 = w 00 (V.] U) mr -~� PROPOSED 8' CONCRETE PAD 24" DIAL 50NOTUBE w " J ima o ' THICKEN EDGE OF SLAW k �— C'3 w r" " 0 PSI #4 VERT. REBAR Z rR J W W • o fi 4,Ofl P 8. 95X COMPACT BANKRUN GRAVEL. . N , I CONCRETE SLAB aD 0 w a J v 8" 4 -0 WIDE STONE BED o� #4 HOOPS a W w Z A B GRADE :�L GRADE m a = W ; J G w 0 � a I I I�, I THICKENDGES OF SLAB O $ I �I WJ J 0a w13'-0' m' a in m � n w m 4 CANOPY PLAN PIER LAYOUT SECTION TH R U SLAB co m `n > J m N.T.S. CANOPY SECTION W 1 /81, - 11_0„ u8 3/16 - 11_011 0 a 0 DRAWN BY: GAC El DATE: 4/18/00 SCALE: 1/8"=V-0"' SHEET#: 9792-A22 pv 8-23 cb 8-22 oo i _ g2 8-21 _ GND ' A~3/' ' 8-19 r % WF �'MW183.4 % / / 8`18 44 V) A-4 r' / BLUEF �` 1b I I w'I' a-10 m 7� z p LLI BOOK 6712SSOC/ATES WF- q_5 1� // // I^ I WF 8`9 op cnv LAW BOOK PAGE 28,3 �°` ►� / I �- �� o z _ 251 ''� h ! ,II i1 r r %I 1 `y\` hl ` `\\ \` _ l 19,3 s3 - __ _- - _ - ---_ - _ _ PAGE BS \ •�// // f I 4• II L,4 p°p Z U rllff _ -- - WF A-$ ` / / ` m B�8 i W - - !! I lr f I/` ' 1 ` �J\n `~~ ~ -~ _- - r / ` / +�c/ a� �, 1 , D m z a Z � INV. . ! ,, - _ _ ,.�` 2 1,3E wfi q_ M�F' / .( / .� ` I B I N �o Z rCMP 0 87 1 /� r r- -_ _ - 1$ _ A-17 ( / ` u► a ! *19 1 -A 72Q1111, r;•;ru---- q_ 5 1 A�► , Z p 3 ti 1 OX f �4Y7 l Y2 p ; I ^"r� ~`J'�=`- A-16 / B-b c� C� Urn, L�A71p,I 1 + \ \ ® G + 1 l +; ,F r r r- n - - - / / / Ak ` tl Y � Q txT $ ! 1 { MW'19 r - ._t 1 ! j ' -z```�' - / I [�e z W 3 (!l } 1 _] ' 11•r� '` / { '�11; f 1 `��_ I !N. _�-s �j, yam. A"�: �!% -- / A- / � I I o C] + I f I SILLJ C. p Fq� r , \`,,\ ,\ =JNF q } _ ,.. -+ -�_ 5 I R,q MS , �c C � \+,,\ - - A`AISF 12 A`�fo t I Q Y Y Y ! �ROAD C'\ „\' 19-4 Joe If vir WF AL 044 A`26 +Nc f l + �I � �f+ ! I! j r 1P41y �, ,, `\\ \` \'``,`lye' - .f'; j f{ 'L:7•� -A``�-e_' - ' // �/ � 5 � Q T1M 2 j •,I ,I f + j! T�f _ 'F,'' a INV� 4 RCP l, ;.; ! 24 I , ,' \ ` -;';+, , \'`. ;,�;+ _ , ' , 14F- .--- z C 1Nv Oilr :CP ' ! r , ` I,►;` , .'. \ ,,, . ',1 , I I A-27 / WF 8� r �°�' x o0,,6 oy 1,� `,,N \,`% ; \\ ,`Jti `,.� ,1,'\ I I ' OC � �� YOB► LLY 1 < Q ----------- `\ 01 \ `''``\��' `.`� '`,\\t''; t I + j I ; 1 / +1[ ��1/ �'� <> az U M t U LU '`_ +'`., +mow z `q_2 / / / �5 >- Yn I r I r 1 ; 1 i E, r 1' '`\ �;( r;i�;',';j;•'i�''�''; °,\ `; t '' ; 3 I • ,4 / ,�s CQ J Y r PG 1 � I r�1 � sAl� yaw , \ _ , r r: I r ( ,+ i • / / / I f � I �� fl ft � ' I u 'u � 1 ' ',' � +r ��'I�I,44t�r '• �I 1\ � � ; i � ' I I � +1 / f W + � � i ' \ , 194,9 + Y f 0��1,, ;�� ' k \\ ; I f 1 Q z ; 1 h % � `� i _ 1 �flrlff'ii+f'r. 9/ ' r er r � I �y \ It ! \ _ - 1 � JG 4 I it i'` % ``�` _ - i� `�` f / r`r`i0 l� Q I �I I App�x ' I W I e, f r - ' ' 'r f%r F'i i:Ir1 ; i,WF A' --WF A~30 `'""-_- " '�' / Y1)lYlll O iLAr.oc_1 ; ' I ► ! ' , �� I ;� y LOT AREA - 16-486 ACRES ; % - k f co f 1 N (6.672 HECTARES) ; ,,f , , , _ r-- / ♦A� 4 �% i i i +' { , ;r;1I ' + ; I + i`1 A\! nz 33, A-1.3' ' A-37 V) .� LI,RM UNJTY i �, 0' + I 11 f SUDDEKOR BETEIUGUNGS and VERWALTUNGSGESELLSCHAFT MBH N. _ I_. r "" , ia24i I \\\ \ ,/r �,`,;( -1/! I I r ' 'r i 'I 1 ' `'i/`, ', \/`+� A- T ".R,C� 900K PAGE ', �+ li 7- M IN W 1NIS ! � I ! 1 `� A~35 Q +\ f^PA1 �1.3 \ �Y] \ Y94Y4 _ ', i/`/!:' V' ��// r\ \ � I - / r, )I•+f! %,', ' `./ -, ; X 3293 PAGE 366________________ ! ! ,;/-:. ,f r ! , f ' � i \� • I' `, / I SPRBOOK LD TURNVERElN, INC. 1 t i V 1, �� f P3Y3 \ r /Or%./.1„ i , ' � i I l j l 5 f r / � \ /1 i1/�\J ILL ` 1 ��'+ 9 1 I �1 t' l `i I ``, r �' YPy,y ``� \`y r� f' i/�''//��i/� �� i � rJ'`�'l C~ �� l !, r I ; /-► r ;► ; SITE PLAN APPROVAL cr, cm f I ' ' 1 ,f r ,1l ♦�h , ! ! f ' r : �r PNNiNG BOARD �1flp1W�►iVi l, ► Q RIMcrj H 195.33 i ,� �`� �, \\ r1 `, GND ® MW=194.4 6f' k INV. IN/OUT 80= 179.88 ��' ;1 i 1 1 -" ` i '� 19412 ® - -/; r r ' RIM - 19B.99 , 'I� _ 14 1 \ ' /�, - 1 0 Z INV. IN/OUT 8'� 178.74 I i `; ' It 1 �, t `1 •_� 1 \ i �' ,r;.�1�i =y '; y1�/ 0 0 TEL t 1 + / �1 Z SMH#2 \ } ' 1 �iP3Y n/ ✓ fi r-� /• ' rU) RIM - 198.22 `�`, ,y" fN INC V J/// �.. INV. IN OUT 80a 182.72 5. \ �� 'j�1\ 1 194„2 104,3 f;% ��I�/ ' -�,--i~' ', � '/' i i UPNVERE S I / 1 �dt +� \ 1 �,� '\ 1 , / ; /, a��!+II/ j�',� i;'; 15 1 R GFIELD T PAGE 3 a } \+ \ t\� \ ` ;f'% ' yl;t+ �' / / �q:;'' ' ,�,�. c- 1 cn IN 3293, SMH#1 �, ` ;;i/„ •;;t f,� ,� i , ,, ,= ca Sp OOK \ i 1 RIM - 199.30 •++ � r1 1 , f' 19A 1\ ' ,♦ �', r/(f, ?=iili % 1�ry1� ,/ /'1� ;/, /y \'3 ', 1 0 p C il�%� INV. OUT B"+■ 185.15 ► `, 1 + � I ,; � '` °' x , Q1 CR. -- - 1 Ig4.S0 1 rlj..r-'%.j �,, /, ! ,; a„-• /,�i,!/9r- , RIM 195.07 1 �, ►; \, � , \; '� � _ 3UMP� 1$9.1 191.22 '; \ 1', \\�`\1` , , 9 1 ,. \ ri .5 1 \\ , 4 \ N •3 / ,' I", t�- ' ;-p. -_ ,`,` 115 �r�' \ l: 03 60.84, - j / f 1'�''(r�,�/Ii I� Cep \` \ !` 9 a 1 ! t RIM 19698 � \ \ \ INV. OUT 12*- 191.78 ,� \ $ \\\ Z� SUMP- 190.0 ;Z � \ �� ± '\ \ \\ ; ,�► \ \ ; Gko 0 MW-194-4 j1�''F!F'►� f rr'�'' / ,a- }' UTILITY POLE W/IBM NOTES. �.1.. Z SEE NOTE 2 ;\ �,+' \ / tago � v4,0 / // C'3 p a 10�' B{j} ;.'` �, I rrN 4" nL / / 1. FOR REFERENCE TO LAND SHOWN HEREON SEE BOOK 5368 PAGE O ;I I t ; / // // 345 PLAN BOOK 251 PAGE 115 AND PLAN BOOK 286 PAGE 83. 11 I I I I I , 47 j , , I, 11' I I G'.\ ,, a r ,�� 2 / - ,,v o ♦` `'c� \ �1\v' \\\ �O,t\k, ti�,•sa ;'f ~4s. `` ' � I !+ 't F r �g// / �,yY d� 2. SOURCE BENCHMARK - HORIZONTAL 20D SPIKE IN UTILITY POLE 15 O W yJ{ 1g NEAR THE SOUTHEASTERLY CORNER OF LOCUS. ELEVATION 199.54 V Oct`\ j , J , I 111IS ,I ', `, \ 1 'S f �` k / / 1 `�'` O PARCEL C-.3 1 III` ' ' �;; / / 5 3. UNDERGROUND U77UTY LOCATIONS SHOWN HEREON ARE BASED UPON Y W ROUrE 57 ,,:s q5�+\ � -�\\ �\ _ � i,i;;��`11, ,�� 'f �_�'�''. �� _ I G 1 � / ,�{' � � Z \ \,�` \ cb L AREA 7.750 ACRES ,► , ;q!f l' \; 11 �.`,"' // / G-� / SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD 0 ,\ \ \ •f- \ `, \ ;I;,I!,;i I 1 ; ♦ DATA, AND ARE APPROXIMATE ACTUAL LOC47IONS SHOULD BE VERIFIED = (? ESTMASS AREA DEVELOPMENT CORPORATION WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT m a W Z ? \ \ `+ \ =r q`�o.\ BOOK 5368 PAGE 345 � 4T \ ;11+1 I I+I I i / iil-4\ , \ t �` c-�t PRIOR TO FINAL DESIGN AND/OR CONSTRUC770N. _ a U ram` PLAN BOOK 301 PAGE 125 ` �J I i I �`+, \ / \ ' ��`'` \�� 4.8 ' � � o \ r ` i-R , i; `\ l / !`- � ''.` 17 6 4. BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN ON 7NI5 PLAN 1S a 2 _ \ \ \ \ \ \\\ \ \ F _ A j\ ,'``f- t2• Gµp . TAKEN FROM PLAN OF LAND 2408SUOi BY HERITAGE SURVEYS, INC. DATED Im a a 4 \`� ` / . / '', ''� - IM► MAY 27, 1997. a W J ♦\ ` `\ \� ,, \ `\ ?10, ' �: \�// ' / 5. THIS PLAN IS FOR PLANNING PURPOSES ONLY AND IS NOT INTENDED W (7 �" (? � ' �3`Tq \ `\ �` - ;'1' '�\~r� 1 t / \ /'-! TO BE USED FOR CONSTRUCTION. F.. Z G ;; 114 \ in \ \�,\ \� '`,\. `�• .' \ �'F \ \\ 1'�►\ �*/ ►/ -i 6. WETLAND DELINEATION BY NEW ENGLAND ENVIRONMENTAL, INC. � � r LOCUS \ ` \asp Y, �04 _ / ',,, ;,`,,�, / /�, 4• H _ o W W p) \ / / 0 ._ \ \ 1 , / / o J ABR4MS40R \ _ _ ` �``` 62 980 3 1 l ` D O LU J m D \ t2 \ m 45 W fs w SMH RIM - 198.74 V O INV. 8-PVC IN/OUT = 188.49 `.\ .� `` \\ \\ \``� ____ -'r' f` hA, N. L.P. W �C 2 SHELF = 188.89 `\, \ / �• !!! ��; A�QUISITI� 472 /� LZi1 ♦`♦ `\\ �•\ MEIIMKI UJI g436S gpOA PAGE g4 O Z % 8 NO BOOK 2 , 3 / / EX15TING SITE CONDITIONS FLANN. a o ME!/MP1 ACQUISITION, L.P. DRAWN BY: DBS BOOK 9436 PAGE 472 lYY s brd' PLAN BOOK 290 PAGE 94 DATE: 04/09/99 SMH ER 5 RIM = 198.31 S�LV INV. 8'PVC IN/OUT = 186.61lb SCALE: 1' = 60' LOCUS MAP SHELF - 187.11 SCALE. 1 - 1 ��0 �.., � :- `` . -�� .� e8� a SHEET#: r � / rr / �^ �•/ 8� � TOWN OF AGAWAM 8-23 / I 22�30 ryF WIDE DRAINAGE EASEMENT A-2 / I W W B-z1 GND a WIN-193.4 1MF 8�r 1,9 18-17 N -100 / I BLUEFIN q5 �/ / �� II I WF 6_10 a�0 w z ' r BOOK 6712SOC/,q rES WF (V I WF 8- o C) *17` PLAIV BOO53 GE 283 A`5 �� /, } j 9 T`rn 0 0 PA GE-,•ate ' \ ` \ ` �1 ` SILTOFNGING 8$ SILTATION WF A- \ / / // I!m I I WF 8-8 - y Zp w w ! ' FENCING �' -p 0 tTti i= w w CO — _ — / (L.IMI of woRK) / � �` } y m z a_ z z 'A VI.NQ � � / 2 / 1 �� I 1T1 z zINV I I I uj Li I I CMP IOUO$2 ' P,� o — �20.00, / / } 8, cst Q AApR ` `1 I I 7 ' Q. v °� — ~ N 18 22°13'E / A77 I I ozo V� U11Un. CocAnON iJ 1 r� ' ' ano •a.iw.� Q``' ~ ` — I o ~ — `� / / ! ++� „� 8-� � Q Q awU1T f I . ` `�— _\ WF A-18 _ _ , / / , I I o z I I "TREE I I ro,_ P BIT. GONG. ps A- / y Z Ix W 3 m m r / o0 1 ' I I ! o PAVING Q o 17� A ` _ / 1N>� A- / 'ec 4k } II o p O A CONC. PAD FOR d .a+ 1 A—~ ` ~- ~ _ WF _ (� ELECTRIC TRANSFORMER p:d �_d � �� 0 N � �"— 19� A-14 � WF A- ,� � 8-,5 y � {ry � RAMS+ I I F(EXISTING) — ? 1 ti" _ — ~ A�2`0 '�L 1 A-12 A-40 IQQA� — L I k Q I I II LOT AREA — 16.486 ACRES �_� 1°�w� — ' a- �I II n' RYA _ j 1 s.672 HECTARES .1e- �a' 14� I .\ �;{ w"") f l o — 4 I Q® ® -"� _ l II SUDDEKOR SETEILIGUNGS and VERWALTUNGSGESELLSCHAFT MBH � ` o\ A-24 ,� $~ I r� T I j f 800K , PAGE o ,4 �' {,roc►} + I I J �NDERAGNRDO�I�CTRICP�orIE \o\ BUFFER ZONE "�?� A- �fIII 2D'-(Po X I '- " 6' THIGK 26 A B-3/ I J f JJ TWIN 24" RCP cnl� �oLLr PAD _y o\ FR 0 M B V W ,I / /' /' y `� ` J INV. OUT o / / " II i91. cm 8 i TWIN 24 RCP =-� - �b I ' o \ WF A-27 ,4 WF 9' O� �c0 INV. IN 8-4 O,,(L 191.82' -�' J J EMPLOYEE PARKING " A � \O _ r �"� / WF' 8-1/\ �'� °�` `i �fr C 1 J =� J (42 SPACES) A � — 1 ' J 30' x 12' x 6" THICK `� SILTATION /> yWF' A-28 e`oHc J CONIC, DUMPSTER PAD W/ FENCING o / / / / / `�A'�Y03 H b TALL OPAQUE FENCE (L OF WORK) WITH G-ATE. x 22 /� rr cp oo J �'1J / o , 0 w I a) co J I LAPPROX OF EX S TING Z c Qrf II I 4•TREE W I SAN. LATERAL '�' ► � yyF - WF A- / / � l I ` 1 o A 31 30 / / /� p O APPROX. LOC 'T _ I I� N) I * � � 1 A_32 , / / •• a 6 SAN. LAT. — � 1V rr^^ I J I I ! W A-33 A'l34 / W A-37 V �_ Ln 1 UTILITY _ -._.- -. .--_t I_- !L LARKER y I PROPOSED 1 // w� A_ c CONDUIT l _�_INV.�UT 12" I 60 000 S.F■ / / / / 38 I Lu D CHIP=191.35 I , / / / WF A- W J % 1 MANUFACTURING 0 �` I I } I FACILITY / / / SPRINGFIELD TURNVEREIN, INC. _ x I I I I PROPOSED /o / // // BOOK 3293 PAGE 366 J = .4 + 1 } 6, 168 S.F. / F.. ` 1 } OFFICE , / C13 i � "TREE I ` ' / w o N W c WD,C_4 / / Q L o 01 WGAYgBALE \WF -6 ,/ / WF C-1 111 � Ca DAM / Y.1 to Jw C- I I I 1 , .4 —s Q Q TOWN OF AC�AWN1 ZONING BYLAW'S AND AC•eAhW'I I � 1� 1 NOTE: °" °4 ° � 1 — ♦0 OC � REGIONAL *EXSTRIAL PARK PP4TMTIVE RE5TR1C1% S '% ` 1 11 1 1 INTERIOR LOT L I N E TO BE +/�� j V j W � l ` 1 I REMOVED UPON APPROVAL / / � 1 Q = Z i 1 1 11 OF ANR PLAN. ANR PLAN U.G.,� 1 WILL BE FILED PRIOR TO 4' TNI% CONC, � // � �r— 1 (n Z = � act h"trkis ' -A 1 I 1 1, APPLICATION FOR BUILDING 51 EWALK `� / = 1 �^ a Shm ",W SF Proposed Building ; 1 1 1 PERMIT. e � .� /� 1 NVEREIN, INC N Lot Arta (Min.) �I3�R l I ` 1 � 1 1 11 1 > r e'_d // � �_t5 11 `n p�INGPC 3293 PAGE 366 Q frmtope (Min.) 100 + 1,58D� ti ' 11 1 CTREE 1 1 IT. CON 3 S BOOK Front Yard (Min.) 75' ' PAVING L3 Sills Yard (Min.) 45 17r��+ 1� \ � 1 r �a HANDICAP CURB RAMP R� Yard (Min.) 45 �� 1 ► k 1 1 1 1 r� n / �'9"c 1 in Building ICI I tt (�•) '� 3r-O �� SMH#1 , , 1 /} L3 re 1 LA Cosa ape, str'ucttrnes (mac. i) 50 6.271 1 N C LatdKape/Po kv (mac s aFter So IGz ; structurm) \ 1.TREE ParkN +7- OS39 re l I per .5 employees - 30 employees 20 Iir5 + 2 Np 1c^0.o 0. s \\ � \\ \ � �' '5"E +� 1 -V O� 1 \ � "� SILT FENCING / Z�n , • r / � \ ��Q �• \\ \\ CND O AIWa194.4 END SILT�FENCING WF C�t4 // / y�F,G' T Z UTILITY POLE W/TBful 1 \ �r\�1 \ / j C� SEE NOTE #2 ' ' imp Q / O \ \ \ \ \ \ BERM f00' UFFER�.� _ ♦ C-2' / / Q W ROUTE 57 \ \ ASN\ '' 1 / v� / / 51 � W \ \ \ �s°-� PARCEL C-3 AREA = 7.750 ACRES ?9�. ' ��\ `• ee' / /' 12- G+p ' 174.96 0 m Q Q WESTMASS AREA DEVELOPMENT CORPORATION // / 1NY m � W J BOOK 5368 PAGE 345 �,�. / / W Q Q ~ Q tD LOCUS \�\ \ \\ \ \ co PLAN BOOK 301 PAGE 125 / ' / , / TYP• NOTES: Z m Z qr r \� \ \ \ / 1. FOR REFERENCE TO LAND SHOWN HEREON SEE BOOK 5368 PAGE O W (� O LU • • ' . ��` \ \ \ \ \ �y,A s��\\ // /' / 345, PLAN BOOK 251 PAGE 115, AND PLAN BOOK 286 PAGE 83. a m Z Z ID SM ` \\\G Z� \\ V / /' /' 2. SOURCE BENCHMARK = HORIZONTAL 20D SPIKE IN UTILITY POLE J5 m (/� (L Q NEAR THE SOUTHEASTERLY CORNER OF LOCUS. ELEVATION = 199.54 W 0 (.� k \�.\ \ \ \ \\ \ \\ \ P= // // 3. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON Y 0 m J r SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD ABRgMs pRIV \ \ �� `S\ \ \ Q / / / DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD 8E VERIFIED W Y W O 0 E \ �> \ \ / / WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT m O W J Ln Q • • • ' ' ' ' ' ' �` ` \ Op \ / / PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. m �"' m {Z \� \ a' ASH \\ \\ / / / 4. BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN ON THIS PLAN IS 0 CID Q IHV 12 8 0lrf / / / TAKEN FROM PLAN OF LAND 2408SUOI BY HERITAGE SURVEYS, INC. DATED =� Q/� ' fs358 fV MAY 27, 1997. V♦ N cn V 16 a Ly `.\ \ \ \\ \ / / ,,Otx 5. THIS PLAN IS FOR PLANNING PURPOSES ONLY AND IS NOT INTENDED \ / rycq TO BE USED FOR CONSTRUCTION. (n \ \ \ / N L.P- 6. WETLAND DELINEATION BY NEW ENGLAND ENVIRONMENTAL INC. W m W Z �.`\ ► // / 0 �pl ACOL PAGE GE'472g4 .,� w w \`\ \\ \ \ \ \ \ \\ / rw`�' M�IIO B4 436.90, PAGE Q 7. PRIOR TO COMMENCING WORK ACTIVITIES, SEDIMENTATION/EROSION O Z BO 2 CONTROL BARRIERS SHALL BE INSTALLED, MAINTAINED, AND SHALL NOT BE 3� OK PAN REMOVED UNTIL ALL WORK IS COMPLETE AND VEGETATION IS ESTABLISHED. a O `�\, \ SMH \ \ �� \ J/ P , ) MEI/MPI ACQUISITION, L.P. DRAWN BY• DBS # / / BOOK 9436 PAGE 472 51TE FLAN PLAN BOOK 290 PAGE 94 E� p� 4 A \ / 2 DATE: 04I09199 I IN COO' SIL \�• 4� ua 7 SCALE: 1' = 60' LOCUS MAP �.`` � �� \ " ASN SCALE: 1 " -- 1000 ' ��`\ \~ '�S 1W. A 2a' RCP SHEET#: �� °? 8� . e > � END _ 193.93 \ NOT F(DGm CONST'0ra �� 7739-L1 r WF 8-23 T ��I �r�^q• �N WWF g_ Ij�TOWN OF AGAWAM WF A~ 22 /A' 0 WIDE DRAINAGE EASEMENT 2 /,W or / 1 WF B-21 8-20 ell��/ - " 0 7/ WF 17 All EXISTINQ SEWER STRUCTURES I t f / SMH,#1 l � 1'l /t / > > > \ g8:-` A-4 RIM - 199.30 '/ ♦ / / > > `, F` 7L,2, INV. OUT S"= 185.15 ! / ; ! " / > > > , j5 / ` 8-A RCP/ `> - - / CK / / m 1 Q SMH#2 r L. ERTS RIPRA - A- WWFRIM .. 198-2 "e 1 .72 / r/ / (TYP.) >` > klp -� ` r r9r _ S �` �' z INV. IN/OU 8 82 i / r > > _ sx '�` / h1 w SMH 3 ' ' l 1 1 '1, 1 > ` > ` �. - --_ ----_ - '--=-=--- ------- --- - -- _ \ `/ / r 1 WF` O O RIM - 196.99 i l / �`a > \ --� - ��~ ---= - - --- ---- - �- - --- - -- - - i A- / / m ` $-8 O U U INV. IN/OUT 8"= 178.74 r ' �/ _ _ -- - - 1 Facial / / ,�/ a Lu SMH#4 1 t ! f�+ r !I , Pq'V 1# _ '` _r� r,. 1�r // r / / i I �y u z z RIM - 195.33"s a / �'S I / / .4 _ ✓� \+� �' /� / / // act , Z cn w w INV. IN/OUT 8 179 8 ,� �NV. " . +.�. / 1 B C1 O t o ! CMP pU T 12 1 \ / - �� ,- _ 72p / / O a a AIM 5 198.74 1I l ; ► 19 .87 ti \ , t r ,0 , _ A 1 I Z a a " 49 , , �l aro •n � 4fsw�s s 1 i8a ' I ;`, rY�- --_ - // f ,r� , $-� l ¢ Q Ui INV. 8 PVC IN/OUT 188. J l 1 r ! a • s L 1 r') ' �,� - -- / 1/ i,l C.1 SHELF m 188.89 I I 'rR+E ; ! I i' a s �. �s-o -" ` ' I!I, PF1,I r �` / po W � U) V) V) SMH / r; �' �� o+ / �.' CON ';� �`' �-1�`_ t A�1 y-� / / / 1 {,; m m m k I iI� l 1j I ! ' "e / BPAVING�-s �,�,`, 1 \ ` ' �, / il¢ - W� / ar< t.3 O ❑ RIM - 198.31 i r i CONc:�PAD FOR s Y e 1 ! WF- �d-S` A-1 - - / A ,4 8_ ` La O O C] t SEW[R TRENCI+ DETAIL I ,.\ -,� `'4� ` INV. 8'PVC IN/OUT = 186.61 B �,/ ; 1 1 , r cTRlc 1RANSFORMER n , / L4 `\\�1\', '�_ti--� 4 _/ 5 1 SHELF 187.11 ��"'S I / rr ► �I I xlSnJG) °'�-s J e / a \�;,�`` `��-- !l _, -- _ Lei .SWF A�1 A-'f 0 t 1 a �S 1 IQaq� �-- ►�� !, ; ! I LOT AREA r- 16.48fi ACRES/ �a�;`� ;:�� : ' `-�;' ._-- -- -_ _ _ _ _ . 2�F i = { �M'Gt4K I +I (6.672 HECTARES) r t f E GP A.D.S. OFt + ._.. �` ,\ ` - -- v_ +ate 4� ` Ufa l 2S' I!U fY Nw1 Y i1 r I " ,o ' I 4-fsk.�a a-o.aas ��;:- - -t; �`t� = �." � = ?3_ ,4 'W 8-4 l y'`K � a � 1- I �I!1 1 SUDDEKOR BETEILIGUNGS`'ulzd VERWALTUNGSG SELLSCHAFT MBH " `- '`' :��:` o"'- - ,��; + WF © ® ® a SMH 7 1 ! f 1 BQOK PAGE ` ®♦ \'dam =� = �,' �89 \� �; A`24 II .s t not) RIM >� 193.00 \It ! f r aERc ! Na TELa�I�oNE i 1 �' I ar,�-�k„�,\` �'� �, 16_5= -��, �� \� A~25 1 g- INV. OUT 8"= 181.33 I i 1 AI�In�EI.FCrn ! ,' '� fos ®ur erula ` ,`` - -`� r� ',.'`�\\' `'\\�\�;;'- WF A-2 5MH $ + cow ia� 11f TWIN 24 RCP 1 10410 / # / L3 �\ :��90_`-'�``� i �� , ��'`--..` \ f / / .�- ". RIM = 192.50 f �I 1 r l INV. OUT = s �1 f INV. IN/OUT 8"= 183.34 TWIN 24 RCP G__- i I' It I ,4_ 191. S � j / + . \�\ �` v�'� i�tt��. ��''tti>� �'' '<<�� t t A-27 � WF' INV. INt -1 ,,�'; 5MH�19 191.82' _l ;r 8 1• �' ,C'} � � f t'° '� 1 `` � •.` `'.`\,+ ,`\.` ' \ \I',i '' ; � � � / af< � .Wfi $-1/� .�'�fl �--i E _ ^3, y RIM = 194.50 INV. IN/OUT 6"- 186.89 _ I I = pQ � ' 1 � t t �� 1 - � `"��V"w�}`+\+,\� ` `' 1?? j i I I i I`' / / / (� •� � f r � r, ��.. !I 10 .\ r r 1 Y,�4 r\� ,,+ 1 !/'/ q-Z� I I 6'9AKj + � / % t OLI'TLET AT YfAL� j 1 1Y' ��Qi ; /'�� /'J I + / aft / SMH#1 O I� _ r CU , �A 1w - 197.E 1} t�10 t 't 1 /,,//I ; 1 , `� I ; j , '1 / / / RIM = 194.00 j I ~ ,' v' s �i 111l, ,I�l `1 ? 1 " 1 I = I I II I ! / f f .. m 1 tt l ti 1' i I` 1 +`i 1 INV. IN/OUT 6 = 189.40 ! .a c0 Oo 17fP1 +.a I r x t S t 11 11 I \+ 1 a I � f 1 . I ' sMH11 I � v rn III 1 1 f` ! % f °� �P ♦ ' ,�r„� j ' ± I,� A'�zs,' I , INV.- I�.o �. „ „ , 1 , Y RIM 195.50 j 1 ✓ O -� z INV. IN/OUT 6"= 193.15 ; a 1 o C.` ++ APP Ox. oCAT10IV i 1' /' / t' I cf;I`Ir;,l11 '�' � \ % / .t}� Lp cc _ 1--, ... , S L i"tRAL N 1 // ,' ,+. '+, j r 111 i / 1./;/f f`n ". / C] Z I cam, I + lNv.• 191. l; t;' I ' CWF !!- -- • r I ! ' Ea r�A eD lM/ I / +ii 1 A- ,. APPROX. LOC I I 1` G11T10�'J8' 0 SM. LAT. � - i �{ ,1 1 ' } € N LIMIT LINE � I /\9 � � w � Y act. .� � 1 /If`r � ; 1 A`,3�' , �^ � %r ~ / � C, AREA TO BE CLEA�2ED AND r a`+ ♦ Ty ` 1/1,1 't 'I / I ; I;-' A�33,\�A134 WF A~37 u uTI�T>< - . ..._� �_._` ; .Ac t i DEBRJIS REMOVED. I?REPARE `11 3, �a1+ `,', ; 1► ! 1 ;!,/ I 1 \,', "1 �X \\'`,\ CONDUIT �i r ! �1 "� 1°2i1 TOPSOIL FOR CONSE'�VATION , 'o ``;' �` I ;r ; 1 + ' 1)`• \ \('''+ X WF A-38 W I 1 1y rp CHAP 191.35 $ 't ' I```' \ WWF n ' -�� .Q MIX EEDING. \ ' , /, "ab�s,'.oa t 1 t 1 ,/ \ ../ W J EXISTING DRAINAGE STRUCTURES i ! \ '\ 1 �� t `\ '° �� u -1k;0 cep , m i .fee pry ,' rl � t t 1 /� j�. \/ A35 G ._r �i131 ; ,d 4 ; .'�,�� , �li_`, 4 J { \`' �. _ --- --_ 10 ,` , '1FMIle �;',/;/ ' - ! 'LEV "3�1 '`� `', X kti� Q RIM = 196.98 l ; 4 ! ' \, 4 '\ i ! �� \�\ + i0 WC SM-96 /�'/�/� 1T ` /r 7< /'s=`, ' ' k!• i Ili INV. OUT 12 = 191.78 I '' >� 1 1 t i i , \ L-�oa s-o.ols �,//. + ', � SUMP- 190.0 °',�' ` T rt r •1RFE \� `` ♦• AND RDOf DRAIWb L.�I MIW,k'AC rt r 1 /�/ / i r� .!•''f m O N CB 2 { S► t \ 12' CPEP fRR'7 DRAIWAfiE I/ `i• � !`, 4iin RIM = 195.07 I N 1 1 1 ,t ! i �� 1 b , ;! i I II y/// `l'-� i `1`, .� O a 1 t ! 1 i , , ! 4 f O INV. OUT 12"= 191.22 � ?� 1 �l •� ,• � r+UeD vwrA+r� L4 4' ;, r • t.: „•r Q W I SUMP= 189.1 1 r LA __ i 5 1 1 ' / 1 ,'l `�--• =. � - -IArfi C-1 W ? M INTERIOR LOT LINE TO BE \ %; . "` , 1 /, ;f 0 Ln R f 3 196.82 ''\ 1� `. 1; t� 1 '` ? i REMOVED UPON APPROVAL I � `I a� �; ,f �•:� J' ;'s`:, �` /'' � r. INV. 12"RCP OUT = 193.fi2 'y � �t i i 1 t OF ANR PLAN. ANR PLAN , 1 �; ''�I;t /f Q Q WILL BE FILfD PRIOR TO 1 11 rDa • 194.4 � !�'I i� --- /; .�-8,� �. J \,` APPLIGATION\FOR BUILDING 1 ► If �, '/_ ' t;� I ? ,1}--"= ^'.�-� �( plrTA1ENLARG� ♦ ._. PROPOSED DRAINAGE STRUCTURES 1 i t ' '1 r ? �11 1 PERMIT. ` 1 ', + cy/,"�- /r / � ,�.� -- la V W ® CB4 r ly t 1 ; ' t 1 _ 1 ,i / /l.,!�:^=r-`' -/r / ��; ,' ? Z RIM = 195.50 5 \\ �1 �'1 . U:e.- L t '\ i , f5. / ,'I! r 'r '' Y;j ,�', 1 rU) 0 O INV. IN 6 = 192.15 .1 y ? ,MARKER ° ARRANT 1 , � / � V� Z ` 1 , , '^ m INV. OUT 6"= 191.67 1 �� 1 ? ' t 1 '`t 6 W ,t� ,. / „y :='.:y'`. '-�'-'iw `t'r,`J /' 1 NC• V/ a 1 �` E :_ter. f��'f I I 1 1 fa+,� fnaa >a r t ,. ', J / % ERE N, DMH 1 ` ' RIM 193.50 1 '` t, +k 1:`; 1 k / ri G 1+�i1 i'/-/�/r �.',.;�'•! �/�//' +s 1 1ELp TIJRIPAG� 366 Q INV. IN 8"= 189.90 t 1\ 1 ? WATER TRENCH fa,a .� e 1 '•i f; k " ; • i'' C-1 Ln P INGE 3 3r 1 \ :' w ��kJ coat. -- ;/ I,r �' J , q;,= wF 1 5 R 29 1 ? ` DETAIL r� " /,If ,`rl '` 0 / , ,\�f /.•'`/: / OK eE 1� 1 r v+ G t IT, GOlrkrk� M J//�.;\ J'1/ ry , / y/�, ? I30 INV. OUT 8"= 106.00 ? r G J �" f+ 1' MIN. 4' SUMP \ 1', � ,'', ��'p¢ i m �w�,'� � �� c�'f� � �.► ,� i�\,'tisb\'•,`•";1,; /,:!' �; b`, ,,*�{ 1 I�A1 MI G W'E-1 ' / '.'.'��•�.n•f' /.%' 1ti 1 S H 1 1 `; '1' 1 `' �,r?' G G >Z '�' w� , / /""-- i 1 1 t'' 1 \ -y1 tom ) _ , '+% :'//,'.� �� 1 \ �, 1 1'' 1I- I fr - f a` ;/�,,r,/�` //%%I`///`/f II,% 11' ,\ , , GAO l r t i r/1 r,�� `,1 s G f. ! //•,'fir':,i!; r r. �d;_, / ! / , , e � J 9,51 t �` x �� 11}e''! SILTATWH Ill GNO O MW-194.4 k' loll �,1rI t !`rr1 f,+l,t1 1 19 // / �� z UTILITY POLE W/TBM - a tip' f ? (I Ir 1 I( s i f �-- SEE NOTE #2 \ � �`�, \ ! / 193 !�� TIE � Ike c5ii AREA TO BE CLEARED AND �+ i�;;r 1` i l;! ^21 I / O li DEBRIS REMOVED. PREPARE o TOPSOIL FOR ,CONSERVATION 1 �' (1 I I ) % `ti t, '� I v�/ ,tii z 6'`1 / Z nsH� \ MIX SEEDING. / 1;�i1t1h1i !,e ' t :`a• - Lt� G // p gyp/ 5,�. 5•, rW) !I . , NOTES. < _ \ `,ti`,\ ♦ �,3, t \ PARCEL C'i-3 *.7 1 I'i i 1 1 i i �' 4 `- 0' 'c�'�, _3y � W Z 1. FOR REFERENCE TO LAND SHOWN HEREON SEE BOOK 5368 PAGE Q = .`` AREA = 7.75 ��u 1♦ !!;3 i i ! t `\ i \l {'i �' `yti``"� w y y4.96 345, PLAN BOOK 2 1 PAGE 11 , AND PLAN BOOK 286 PAGE 83. Q V ,gyp 5 5 E Qin t ,.,,; \ t2 WESTMASS AREA DEVELOPMENT';CORPORATION RIPRAP I ' _ IhN. 2. SOURCE BENCHMARK = HORIZONTAL 20D SPIKE IN UTILITY POLE 15 Q W -J \ �' 1 / '' NEAR THE SOUTHEASTERLY CORNER OF LOCUS. ELEVATION = 199.54 f ,�`,,�,' \�, ''�\ ��y \\ \\ BOOK 5368 PAGE 34<5 (Tl'P.) ' ;1t t L �,; � /- - W (7 N tC �\�G'�d�'� \ \\ PLAN BOOK 301 PAGE 125--� �� ,!t,?1';`�} �[ / 1+// ' / 3. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ~ �' Z r ASO\ � � ` � � 1'1`�,,f\'t,t; /'� /1 4. �� SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD Z Q W W CD \ ''• \ \\ t ' DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIEDjr WDo �� ---------- PRIOR WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT Z J �� -- // `�<<ti TO FINAL DESIGN AND/OR CONSTRUCTION. CL � �2 ? \ M \ \?p \ ``� � [q f ,. / t // 4. BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN ON THIS PLAN IS N d Q V O I / / TAKEN FROM PLAN OF LAND 2408SUOY BY HERITAGE SURVEYS, INC. DATED W \' ` ,� MAY 27, 1997. O J Q r RUG'i`4QN LIMIT LINE 'q I / r / 5. THIS PLAN IS FOR PLANNING PURPOSES ONLY AND IS NOT INTENDED Y � 0 m J TO BE USED FOR CONSTRUCTION. W Y W O �C \ ' / / 6. WETLAND DELINEATION BY NEW ENGLAND ENVIRONMENTAL, INC. MO�y� W J t ` 7 4Si . PRIOR TO COMMENCING WORK ACTIVITIES, SEDIMENTATION/EROSION O Q O • `\\`'.` `4` ` 't`\ \ /_'' / CONTROL BARRIERS SHALL BE INSTALLED, MAINTAINED, AND SHALL NOT BE = O O NW. 12"1 our '� .\� REMOVED UNTIL ALL WORK IS COMPLETE AND VEGETA7TON IS ESTABLISHED. V) N U) 0 C 0. �`� 7. PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER, OR DRAINAGE LINES, THE CONTRACTOR/OWNER SHALL CONTACT 7HE TOWN OF AG4WAM'S Nr�L, ENGINEERING DIVISION, 786-0400 X275/8• NO PIPING/APPURTENANCES W QUISIYIO WILL BE INSTALLED OR BACKFILLE'D WITHOUT THE PERMISSION OF THE DIVISION. V W I�AGAG6 g4 Z \ r PB� g00K 2g a O DRAWN BY: DBS GRADING/INN/ DfRAINAGE , LET I L I TES r3 _ DATE: 04I09199 SCALE: 1' _ 60' SH \199, - ss'u+v. 111 SHEET#: 688;41-1+ AARm >ara - fS3.93 NOT FOR C nn HS RUCTOGN 7739 L2 I I SILT FENCE CHECK DAM FENCE JOINING 21-6■ AMERICAN FLOW CONTROL I DIRECTION OF PLOW 15Oft [4 ta'ABL a2-e HYDRANT I I M=FAYMC MTW F#AW 1[ MI000 F'OBT �pW I II wm I 1 POW DC"M1ll "m TRt7id1 M Ice• O Z Z I I z '� w w 1' TOP COURSE � � CO CONCRETE COLLAR - PLACE I BOTTOM OF ,• THK* N o 0 DRAINAGE MOTTaII OF 1-1/2" BINDER COURSE CONIC. SIDEWALK WAY SUP TYPE 5.25' AROUND VALVE Box PRIOR . xrr_. &::r_»x::...._ CAST IRON TO FINISH PAYING Z B' GRAVEL 6, ::-x.;a :__;: VALVE BOX W W 3' 2-•1/2' � Z Z Lr) ZT MUJATIDN4AY0010NC0WTA a ,B F�, / PA ooNc. Z Z w REBAR STAKES 1.51LT ft iU 5MALL eE A17AC M W"WIRE TIM ZO O.C.,13)Tles roe 1`0". 1 SILTATION FENCE DETAILS 2. 06TSMAl16[C LONG AND E[DR1vdWfOY11CGRDU11U1Y701A'. II �I Z (A w w B• z o 1 L! - ' •, ' 3.SILT rOU 51%A AE N NALtm AT ANY AREA MOM SILTATION OCCURS o1111MIG TAR CEMENT LINED Q p 3 C.) NFS CONSTRUL710N. r ` 4.ALL 1715TURElD AREAS SHALL 1x LaA►Ieo,FRnMm.AND SEdXD AS rouaws: — _ — — CLASS 52 OI CD C LLJ 12' DUCTILE IRON PIPE • (n a a d r II I A CON51WATION 5=I* f •'. .r.': , ¢ Q I + crx"%rc to rE5rale 0.2s � ".� � ~, � Lu Z (n [n U7 I I 4 �rnC+ 035 PAVING DETAIL .`'T'': t :�-R :.3:j 6' VALVE 3 r r ! I I I TALL rE5cur o..ss !' MON JOINT A 1 « Y Rt(TfOr o.0s IR1RE LIVE WED.r15.MUST BE MLILTIrU[0 9Y 1 DivK1E0 BY 51 D EWA LK DETAILS •,,-. •! ...r�.. w >:., Y N Y THE%GERMINATION.TM ES TT!rllRrrY.rOR THETUAL AC 5=RATE. NT5 :•:'$'r.• .,, I_0.TEWJVF.W Cowes --- , — ELEVATION LI � I 1 M�NnR IM s Lm r 1 ow x NT.5 ; i' `. �r ;. Y C.LIME AND M Rr1U:A.TION ' . .•. , •fir•` - .-4•;.::-y FI Q H AYB A LE CHECK DAM ARTY TO ALL AREAS AT THE rOLLOM1A7 RATEe: •, ,+'< '0'.r,�. ® CASKETS mwro oo-10-10) 7.5 lDSe�0005r uL1E rs Lee 1000 er :.• <:r. .. . . FIELD LOCK GASKETS MON HYDRANT TEE BXBXS 'FIELDLOK GASKET' NOT REQ'D WHERE IS' j ,A■_no■.nunnniN.n.■■ni■o■P■mn.ann.■mn�nau:■mom_■■■i�■■�. `./ PLACE 1 2 C.Y. MIN WASHED OF PIPE IS PROVIDED OR BROKEN STONE AROUND EACH SIDE N.T.S. HYDRANT DRAIN ►,• " NOTE: ALL HYDRANTS ARE TOTO YELLOWt=-z COLOR PERBTOWN STANID06RDDS YARD HYDRANT DETAILci 5 � _ U1 L2 ao ow 24" DIA. . I 5II+D12 1211+D12 I v L" Co ADJUST TO GRADE WITH IIIIRa O 45 , A MIN. OF TWO COURSES I OF HARD RED BRICK ((MAX. 12) OR REINFORCED CONCRETE f n GRADING RING. C m ulj INSIDE DIAMETER u o p4 F I.ALL PIPELINE WORK SHALL BE IN ACCORDANCE WITH THE'STANDARD SPECIFICATION FOR WATER aLLI NO LEDGE OR LAN— ! `US 'z FEET MAINS'. Q Q EXCAVATED MATERIAL 2.ALL TRENCHE5 5HALL BE BACKFILLED BY HAND FROM THE BOTTOM OF THE TRENCH TO THE Q SHEETING W USEDLACE SHALL SHALL PROJECT BE—K LEFT IN RROW YOI� THIS LINE CENTER OF THE PIPE IN LAYERS OF APPROXIMATELY 3'AND THOROUGHLY TAMPED UNDER THE PIPE J = T OF NARROW AND COMPACTED AROUND THE PIPE. FROM THE CENTERLINE OF THE PIPE TO A DEPTH OF I FOOT ° Q TRENCH LIMIT EXCEPT I ABOVE THE TOP OF THE PIPE,THE TRENCH SHALL BE BACKFILLED BY HAND. FROM A POINT I = AIL �GT OTHERWISE�� Q• I FOOT ABOVE THE PIPE TO THE 5URFACE,THE TRENCH MAY BE BACKFILLED BY APPROVED MECHANICAL METHODS, 5 0 r ®4•OOMPACTEDPRECES d ,. 3.THRUSTBLOGK9 SHALL B> MACHINE-MIXED,POI -IN-PLACE CLA55 A CONCRETE AND SHALL Vn Q Cc BE PLACED CRUSHED S TONE UN- A � BE PLACED AT ALL BEND5,TEES.DEAD ENDS AND 51MILAR LOCATIONS.THRUST BLOCKS SHALL a 9 O TUREg 1MT� 4 HAVE A MINIMUM HORIZONTAL THICKNE55 OF 2 FEET. N W � PAYMAENT LIMITS FOR�—+� Z Cw■� ^� EARTH EXGgN1T10N I a' a s A a a_ aCfwiqr _ a 0 U %ft.�o C(3 W J EXCAVATED BELOW NOR_ UNDISRJ118ED LIATFJIIAL O Q IAL DEPTH AND BApC FILL WITH BANK RUN W�� EXCAVATE FOR BELL MA DO M 1. MFE SHALL ae 6'MAN.IbR 5MVICC LING MID W MIN.FOR T)U/NK UNCB.EXTRA UNSUITABLE a W (5)FOOT LENGTH5:-014 POLYVINYL OtORIPC(F.V.C.)5GWCR FIM CONFORMING TO A.5.T.M.DESAGNATION 0 3034-73 5DR 35 W NOT LE55 THAN TWELVE 112) Poor LDS: DR-OTHER MATEwLL A5 ArrRovm TAPERED OPENING _ 9TRENGTFI VITRIFIED CLAY CONFORMING TO A.S.T.M,LTG7K.iIATION C700-71T NI FIVE e - ? O.D. + 2 a' 2. NFE 5HALL BE TO FROMR.UNE AND GRADE MRTH A MINIMUM Or THREE(3) UNDISTURBED Qo r h FEET or COVER.MINIMUM GRADE 5HALL BE 0.5 FTJ I OOFT.UNIlSS OT"ERNIM MATERIAL ArPROVGO LSY Thi[CNGINCGR I TYPICAL TRENCH SECTION FOR D. I . PIPE 4 5DR 5EWER PIPE TRENCH 7 6 L2 4'-0l DIA. L2 NT5 NT5 DEEP-SUMP, HOODED CATCH DA51N ® L2 ■.__,. NT5 � a J EELS L NDS L BENDS L BENDS L " IF X 15 LE55 THAN 48", THAN 5LOPE OF FLARED SIDES 5HALL NOT EXCEED 1 : 12. 0 Q (5 Z WTI 11 4' 2..-0' 6' 2 1 4'-0' a• 45' '-0• a" 1a' " 1 4' '-0' 1 5 90''-0' ' 4-11 10'-0" a" 4'-0' 1 1 4 '-O' 10' 22 1 2' 6'-0' 10" 45' 12'-0" 10' 90 9'70" W 1 r w 1 7• + r Z Q U � Z L - MINIMUM REQUIRED RESTRAINED LENGTH ca W T c iv BEN L BENDS 67( 'X6' 1o'X1o`X6" 4'-0' 1 'X1 "X6• 7,-0" 1 " [U Q a'xa a 1 -0w lo•X10"Xa' 1 '-O' 1 'X12'X ' W-0" y w 1 r - 1 r- r w Lr - TOTAL. 1,ENGTH BETWEEN FIRST JOINTS ON EITHER SIDE OF TEE ON THE RUN. » D- 0U. O Z T SEED WITH CONSERVATION MIX AND 6 LOAM AND SEED HAY MULCH UNTIL VEGETATION IS O W M W O) TEES - HYDRANT BRANCH ESTABLISHED. N Z W (_I co VARIES RIM ELEVATION = 196.5 TEES Lr TEEs Lr TEES Lr TEES a .Z O a'Xa'Xa' 20'-0" io"xio'xa' 12'-0' 12'X12'X6' 10'-0• a Xa")(6" 15'-0" , ti. ""' `�'` III / l�M J d Q V O Lr + TOTAL LENGTH BETWEEN FIRST JOINTS ON EITHER SIDE OF TEE ON THE RUN. I d'' 6" LOAM �[ N ZO SZOpf• - \.\O rn � W N Q r II cn � 0J � 24 0 �c W00 \\,�j\��/ �� //�\\�/�/ 611 PVC PIPE �- p J w- m E n IN L L r �� STORM DRAIN 3 6 MIN. m o o INV. OUT — 194.50 2411 DIA. PRECA5T CONC, 4 - 6" TYP1 48 " PREFERRED G. 04 n p cp p a oa F�- OR EQUAL. 24" 5UMP W GNt-\55A 5WALE DETAIL Lu z to 0 3 L2 NT5 ® ADA HANDICAP CURB RAMP a YARD DRAIN DETAIL I REDUCERS L I I L2 NT5 DRAWN BY: TJF PLPE REDucrloN SIZE L [Fri L2 12 T D a' 3a'-D" NT5 10' TO 0' B Tn a 21'-g; I crcun DATE: 04/09/99 L - MINIMUM REQUIRED RESTRAINED PIPE LENGTH ® THRUST RESTRAINT m GATE VALVE SCALE: 1"_1'-0" ® TH RUST RESTRAI NT5 - FI ELD LOK GA5KET5 SHEET#: �o� roe c� c�o�� To®m 7739-L3 NT5 30"0 MANHOLE FRAME AND COVER NOTE: LEBARON L32C 19 ALL EXTEWoR SURFA= OF MANHOLES SHALL.5C CAVfN TWO COAT5 OF BITUMINOU5 WATERPRO M14G. SITE MAINTENANCE SCHEDULE MORTAR ADJUST TO GRADE WITH NO LESS THAN 6" THE FJK5T COAT 50AU MM BE APPLED IN THE PLANT. rtxE AND NO MORE THAN 12" THE 5ECOND COAT APPLIED 1. All vegetated slopes and swales shall be visibly inspected, twice annually, prior to —'� •�• OF CONCRETE BRICK MASONRY. INTHI:FIELD AFTERMANHOLE the seeding seasons. All areas in need of repair shall be fertilized and seeded as FRAME TO BE SET IN FULL Ig COMPLETE. U-iBED OF MORTAR. recrs,i red. r e MAN z I 2. Drainage Systems, including structures andpiping, shall be inspected and cleaned o DDOLT'OETA L 17 e°u g Y g i '. 2a" x 48' ECCENTRIC �„ 5_MIN. '"""W C°'�" annually. All sand and sediment buildup shall be removed. LLJU y PRECAST MANHOLE CONE LIV 3. Stone swales , inlets and detention basins shall be inspected annually. All debris Z z i3 MIN. II shall be removed to maintain original desi n flows and capacities. u 0'-5 ' --� g parities. w w W (4) V our x •:; I'CLEAR s"Ho°K. 3 ,/i'nor. 4. Maintenance work done in the buffer zone shall be- done by hand to prevent impact o p — Y MIN. o ;N �'�y ,;� to the wetlands_ to w SEAL ALL JOINTS WRH APPROVED • -— ti`�"- - OD Z � M PREFORMED W. J01NT FELLER ► o O'I o =� La! W O 4 CONSTRUCTION SCHEDULE (General Construction) �_ z z 1112'MIN. 11r1 112'MIN. • --,. ' 22 z z I I GRADEA oZ °d MIN 0.12 SQ. IN. OF STEEL i 1. Cut trees to allow egpipment on site. U) w Li r- PER VERTICAL FOOT, PLACED ACCORDING 2. Install silt fence 0 Wo a Q v %+ TO ASTM SPECIFICATION C 478. 3'MIN. s ' 3. Construct rough detention system, overflows to be seeded and mulched. 3 c j — I� ' °X 4. Begin site preparation N 0 o 6. Building I Grading rand) seeding of drainage system W I� V) 5. Q Q U r r SEE JOINT DETAILS BELOW (4) 16 VW� ••' �: CD �,_0, 7. Paving and Landscaping Ero O Q Q , cD INSPECTION SCHEDULE a a Y MIN + 5 LIGHT POLE SASE PLATE I. Project engineer shall inspect the wetlands area and drainage systems during • . ► , , . j general construction intervals and shall report any deviations from the plans to the ® ® ® C%J Ionn Agawam Conservation Commission in writing. INVERTED ARCH WfTH HARD L3 „M, ..; A z. CLAY BRICK LAID ON EDGE '`•, _ ...- ' 0.8 of 3- 2. Project engineer shall inspect the following specific phases of work. rn O •: KOR-IN-SEAL � , '' A. Installation of silt fence � Q SHELF OF STRUCTURE TO BE OR EQUAL B. Rough drainage system o O HELPERS LAID FLAT PIPE DIA. ` ' y �' OTS � � •�� , f •��y {, ,••• � r, • •. ' D.C. RirTallcgradingrandea cseedingtion � r.f � y •'��"�f'"�;rr!: �'ifs�~y:i�� r w Q O �� •' ti:7 - E. Followup inspection during the following growing season. q.��e B A BRICK CHIPS OR CRUSHED 30' DIA. NOTE. PRIOR TO COMMENCINGWORK ACTIVITIES SEDIMENTATION/EROSION STONE AND MORTAR ' R o TAIL CONTROL BARRIERS SHALL BE INSTALLED, MAINTAINED, AND SHALL NOT BE a� SNH DE REMOVED UNTIL ALL WORK 15 COMPLETE AND VEGETATION IS ESTABLISHED. i 3% SECTION A-A 4 LIGHT POLE BASE "031 Go L2 L2 ~ NT5 Z o � o C n Q (p 241 DIA. W E ow LU o 1-1/2' GALVANIZED / ' STEEL GRATING rr 4 r — 0 rr - STEEL GRATING NIZED 0 Q C6 � V 1 .4 AWUST TO GRADE WITH J = .40 A MIN. OF TWO COURSES = 10 4 �� ri �� / — /� /� OF HARD RED BRICK (MAX. 12) Lj.. 10 4 4 J 4 4 _J Z OR REINFORCED CONCRETE ■— GRADING RING. = r 1"OP lrI.,EV= 193.50 ��I Q 0 l U H � ap �LLA cm EMBEDDED L2"X2"X3/16' CONT. �l z U LU Cfl to EMBEDDED L2"X2"X3/16" T/O WF_IR ELEV= 192.83 WITH ANCHORS co 0 � :2GC tM 0 M CONT. W/ ANCHORS 2 rr T Y P. 12 " 15" PVC CAP E z h V 173 LU cs WITH V-NOTCH i— LIJ 0 = Z — _ Q MORTAR ALL z a 4 — 6 ,5" PVC INLET � �� 5" MIN,N� JOINTS N = 2 WITH 20' V-NOTCH H CL/ U � (� � a W CUT FROM END CAP. W Li Q a 15° 12" = M > a V-NOTCH ELEV= 190.71 ob INV OUT ELFV- 190.00 doc= 5UMP ELEV= 159.50 �z-+ (2 13TM ELEV= 189.0 4 /' TAPERED OPENING O.D. + 2" FORMED CONCRETE STRUCTURE 4" THICK WALLS AND BASE FRONT VIEN SECTION 8 , s4 �q � a J 4 ' -0" DIA, OUTLET CONTROL STRUCTURE fi" THICK 15 DNH DETAIL � � YU0 Z GRAVEL BASE L2L2 NT5 Z _ (D off N 2 Q = C Ca �I 3-61' STONE RIPRAP 12" CPEP OUTLET � .� LO Q Q 2" THICK MIN 12' WIDE FROM DET. BASIN Q Q � � to ir CPEP CI.2I e LARED END 314" CRUSHED STONE AS REQUIRED f�� _�_ --'-- - Q Ix N Z r BEDDING, Ia' THICK EXTEND 211 SLOPE VARIES 2' 2' LEVEL f _ Z H W W co EXISTING GRADE TO MEET / /�— - �� Q Z J Z C 4 EXISTING GRADE -~--- ',PROTECTE OUTLETEjJ a Q = Q �D 1"11RAF1 .—___ _ -------------------------------- 187 � i / W � � � Q t� CRO55 SECTION FLOW �'� _ FILTER FABRIC ------------ _._._- __--- -------- -- - - l . ' rF Cl) 0 o W J La - 5' MIN. -- - - ------- 186� �f'` .� a G J UA m a N 185 --- Gc d� o 00 0 p 3-0' ANGULAR STONE 184E- _J 12" THICK RIPRAPPED `L—' LEVEL SPREADER W lie OVERFLOW (AREA - 436 S.F.) LU CULVERT, FLARED o SPILLWAY 183 z p + 3/4" CRUSH�D STONE O A MIRAFI BEDDING, 6 THICK 182 FILTER FABRIC 181 ^` - -; DRAWN BY: TJF CRO55 SECTION 180 _ _ T� EXISTING HEADWALL AND PIPE PLAN VIEW (PIPE END TO BE PLUGGED) DATE: 3/12/99 RIRAP OUTLET PROTECTION 17 LEVEL SPREADER LEVEL SPREADER ( ENLARGED PLAN ) SCALE: ,,,=1`_0" SHEET#: �2 I'-l7 1 V 0T FORM C0N87UM0_UUCCr0\rU_`1N 7739-L4 N.T.S