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8282_SITE PLAN- MICROTEST GOLD STREET Side Pla,¢� �- C- oIcP S��- " TowNoFAGAwAm INTEROFFICE A7E AlEMORANDUM 00 To: Build in Dept. CC: Planning/Con. Comm./Randy Campbell/File { From: Engineering ��L 2 F, Date: July 20, 2005 Subject: ' SP - 432 - MicroTest- Punch List On Monday July 18, 2005, 2 members from Engineering visited the subject site to perform a walk through inspection with Randy Campbell, the project superintendent for the subject site. There are no significant deficiencies for utilities or site work. Engineering approves the release of the Certificate of Occupancy. It is recommended that the following items be addressed before the issuance of the Certificate of Compliance by the Conservation Commission. These items pertain the wetland Order of Conditions. Please see the attached list describing the completion of these items. The trash racks for the outlet structures in each detention pond still have to be installed. They are shown in the detention pond details. The installation of these racks should not affect Mr. Campbell's work schedule ("completed week of 7/I 8/05"). The subject site has recently been hydro-seeded. The establishment of vegetation+/or erosion repairs must occur at both detention ponds as required. As per Mr. CampbelI's work schedule: I. Water quality swale in northern detention pond has to be re-constructed as per plan. 2. Grout outlet pipe in south detention pond's outlet structure. 3. Mr. Campbell to submit letter certifying correct MA wetland seed mix used in detention ponds. This mix to be re-applied again once north detention pond re-constructed. 4. Add stone and re-shape all rip-rap splash pads as per details. 5. In CB 2, hood not installed. Grout 6" inlet pipe. 1 6. The new hydrant needs a 6" extension. Once again,the above listed items must be addressed before issuance of the Conservation Committee's Certificate of Compliance. If you have any questions,please do not hesitate to contact us. Sincerely, 17 «z� Rick S. Seidnitzer �frEn e J oy ,P.E. Civil Engineer I gineer SASP1432 micro=W4_punch1ist.wpd I MAssDEVELOPMENT Certified 160 Federal Street " Boston,Massachusetts September 27, 2004 02110 Deborah Dachos Tel:617-330-2000 planning Director 800-445-8030 Town of Agawam 36 Main Street Fax:617-330-20N Agawam, MA 01001 617-451-3429 Dear Ms. Dachos: wwwmassdtwelopmmLcom On September 14, 2004 the Massachusetts Development Finance Agency gave preliminary approval to issue a revenue bond on behalf of MicroTest Laboratories, Inc./MicroTest Properties, LLC. The proposed project would be located in Agawam, Massachusetts at the address(es) listed on the attached summary included for your information, The bond would be issued pursuant to Chapter 23G and 40D of the General Laws. Section 12(2) of Chapter 40D requires that the MassDevelopment (successor to the MIFA) board "shall consult with the appropriate local and regional planning agencies to ascertain the relationship of a proposed project to any existing state, local or regional comprehensive plan." MITT ROMNEY Governor The purpose of this letter is to notify you of the project and to request that if the proposed KERRY HEALEY project conflicts with an existing local or regional comprehensive plan, you so advise us. Lieutenant Governor If you would like further information on the project, or if you would like the Board to consider any comments you may have prior to our considering Final Approval on the ROBERT L BEAL application, please give me a call. Chairman L.CutvEa Sincerely, ROflERT PresidentlCEO � ^ Laura L. Canter Executive Vice President Enclosure: Summary cc. Shatz, Schwartz& Fentin, PC 1441 Main Street '- ` SEP 2 7 pq Springfield, MA 01103 Attn: Gary Fentin, Esq. LLC/cjk ®®I 09 Printed 0 paper mo+w(ammd a Massahusetrs r . Meeting Date: 9/14/2004 MICROTEST LABORATORIES, INCJMICROTEST PROPERTIES, LLC NATURE OF To assist the applicant in financing an industrial project, REQUEST: approval of the proposed project for a MassDevelopment Tax- Exempt Industrial Development Bond issue is requested. This project will need an allocation of state volume cap from the Executive Office for Administration & Finance. Borrower: Users : MicroTest Laboratories, Inc./ MicroTest Laboratories, Inc. MicroTest Properties, LLC 104 Gold Street 104 Gold Street Agawam, MA 01001 Agawam, MA 01001 LOCATION: 104 Gold Street Agawam, MA 01001 PROJECT: Proposed is the purchase of land abutting the company's existing building, construction of a 20,500 square foot addition on the newly acquired parcel and the purchase of new equipment. The proposed project will allow Microtest to meet industry demand for pharmaceutical fill finish manufacturing. GUIDELINE ISSUES: None PROJECT COST: Land (4.5 acres) $67,000 Site Preparation 139,000 Addition (20,500 sq. ft.) 2,900,000 Equipment: (list attached) 1,921,000 Architectural & Engineering Costs 2,607,000 Fees and Expenses 555,000 Total Project Cost: $8,189,000 BOND AMOUNT: $5,000,000 EMPLOYMENT: Current employment at project site: 76 Projected new employment at project site: 57 1 GAPublic Record12004Wicroiest(OA).doc COMPANY: MicroTest Laboratories, Inc. (MTL) was founded in 1983 by Dr. Steven Richter as a contract microbiological testing laboratory. MTL has expanded its business to include a comprehensive array of analytical and chemical testing services as well as pharmaceutical formulation fill finish drug manufacturing. This process delivers purified bulk drugs to MTL where they are appropriately formulated and aseptically filled into smaller vials. MicroTest is an ISO certified laboratory that meets both United States Pharmacopeia and FDA requirements. Clients include Abiomed; Johnson & Johnson; C.R. Bard; Boston Scientific; Tambrands; Alcon Lays; Allergan; Genetic Institute; Genzyme; Biogen; Immunex and many other prominent pharmaceutical, biotech and medical devise manufacturers. MicroTest Properties, LLC owns the real estate and leases the building to MicroTest Laboratories, Inc. The companies have identical ownership structures. PUBLIC PURPOSE The proposed project will create 57 new jobs in an BENEFIT: Economically Distressed Area. PRINCIPALS: Steven G. Richter BOARD ACTION: Make the statutory findings and approve the resolution authorizing Official Action for a MassDevelopment Tax- Exempt Industrial Development Bond. 2 GAPublic Recard120041Microtest(OA).doc To wN of A GA WAM MEMO]UNDUM �0 MP To: Planning Board CC: File; John P. Stone, DPW Supt., Steven T. Dambrosio, Baystate Environmental From: Engineering Date: May 6, 2004 Subject: SP - 432 - Site Plan-MicroTest Per your request of April 22, 2004 we have reviewed the Proposed Site Plan for Microtest Labs, Inc. Facility Expansion 104 Gold Street, Agawam,MA; prepared by Baystate Environmental Consultants Inc. 296 North Main Street, East Longmeadow, MA 01028; date: Dec.2003; Rev. 4/02/04; scale: 1"=30'. The following comments were discussed with the site contractor Mr. Joe Frenette: 1. On the week of April 26't', 2004, the Department of Public Works had tested the existing 6" sewer lateral from the existing sewer manhole at the end of the street located in the cul-de-sac. The purpose was to determine the integrity of the pipe and the feasibility of using the existing sewer inverts already established in the street. The DPW's field investigation found 58 feet of pipe located in the direction of the proposed entrance/exit. Further site information such as the invert elevation at the end of the 58 feet would have to be located in the field and decided upon by the owner, engineer, and contractor on using this existing sewer lateral. If the owner is planning on using this existing sewer lateral please resubmit the site plan with any information pertaining these alterations to establish an accurate depiction of the proposed work. 2. The DPW also found the existence of a 6" water lateral west of the existing sewer manhole in the cul-de-sac that could become an option, if all engineering factors are considered, instead of the proposed 8" water tap. If this change is made, please resubmit the site plan with any information pertaining these alterations to establish an accurate depiction of the proposed work. 3. We approve of this revised site plan dated April 2, 2004. If you have any questions, please do not hesitate to contact us. Sincerely, Sincerely, /" &4�n'J Ge rganne J.Aoymffh, P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I i-E:1ENGMERWS 432103.wpd • MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Revised Plan - MicroTest - Gold Street DATE: April 22, 2004 Please review the attached revised site plan for MicroTest on Gold Street to be sure it is ready for the Board's signatures at their May 6`' meeting. Thank you. DSD:pre Baystate Environme�l Consultants, Inc. 296 North Main Street DATE: JOB NO.: East Longmeadow, MA 01028 04/19/04 03-0508 ATTENTION; (413) 525-3822 Deborah Dachos FAX (413) 525-8348 RE: MicroTest TO: Planning Department _ Agawam Town Hall 36 Main Street Agawam, MA 01001 WE ARE SENDING YOU El Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints 0 Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3 Dec. '03 3 Shts Sheet-1: "Site Grading & Utilities Plan", Revision No. 7 Sheet-2: "Details", Revision No. 3 Sheet-3: "Details", Revision No. 1 THESE ARE TRANSMITTED as check below: 0 For approval ❑Approved as submitted ❑ Resubmit copies for approval � For your use ❑ Approved as noted ❑ Submit copies for distribution 0 As requested ❑ Returned for correction ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ ITEMS RETURNED AFTER LOAN TO US REMARKS Attached please find 3 copies of plan set as requested, revised per 1/29/04 planning board comments. tii 1% 11N COPY TO: Bill Jenkins. MicroTest SIGNED: &11'i'l Steve Conti, BioMetics If enclosures are not as noted,kindly notify Zt-nce- Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y Tel. 413-786-0400 Fax 413-786-9927 I ca February 9, 2004 ;y Steven G. Richter Micro-Test Labs, Inc. co rn 104 Gold Street `N Agawam, MA 01001 Dear Mr. Richter: ' At its duly called meeting held on January 29, 2004,the Agawam Planning Board voted to approve the Site Plan entitled"Microtest Labs Inc. Facility Expansion, Microtest Labs,Inc., 104 Gold Street, Agawam, Massachusetts" prepared by Baystate Environmental Consultants, Inc. and dated December 2003 and revised January 26, 2004 with the following conditions: 1 The type,height and wattage ofthe exterior lighting to be used is to be submitted to the Planning Board for their approval. 2. The dumpster location is to be shown on the plan specifying that the dumpster is to be screened, fenced and gated. 3. The following landscape note is to be provided on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and.including the treebeit shall be maintained in a safe and attractive condition by the owner of the parcel." 4. The Engineering comments contained in the Engineering memo dated January 29, 2004 and attached must be addressed. j 5. There shall be a minimum of 33 parking spaces provided on site during construction. Construction workers are to be provided parking on site off of the traveled way. i I • • Three copies of the revised plan are to be submitted to the Planning Board for its signatures. If you i have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, i Dennis B. Hopkins, Chairman Agawam Planning Board cc: Clerk Baystate Environmental Engineering Building File i i i i i 1 TowNoj 4GAWAM' MEMORz4N" D Uhl ' To: Planning Board CC: File; John P. Stone, DPW Supt., Steven.T. Dambrosio, Baystate Environmental From: Engineering Date: January 29, 2004 Subject: SP - 432 - Site Plan- MicroTest Per your request of January 8, 2004 we have reviewed the Proposed Site Plan for Microtest Labs, Inc. Facility Expansion 104 Gold Street, Agawam, MA; prepared by Baystate Environmental Consultants tnc. 296 North Main Street, East Longmeadow, MA 01028; date: Dec.2003; Rev. 1/26/04; scale: 1"=30' and have the following additional comments: Baystate Environmental has addressed the previous comments 1 thru 7 from our memorandum sent on January 15, 2004. Once the site plan is approved the owner will address comments 8 and 9 which describe what permits are needed. The only remaining issue is the proposed grading located within the Tennessee Gas Pipeline Company's,easement. Before approval of any site plan and drainage calculations by Engineering, the owner should provide a formal statement from Tennessee Gas Pipeline Company which approves of the proposed construction including a description of any restrictions they will require. Attached is the memorandum from January 15, 2004. If you have any questions, please do not hesitate to contact us. S' cerely, Sincerelf. , Iorgann . Ho an, P.E. Adam S. Chase, E.LT. wn Engineer Civil Engineer I H:IENG INEERW\432\02.wpd V To WN oFA' GA. wAm r �, MEMORANDUM - 1 1 1 To: Planning Board CC: File; Steven T. Dambrosio, Baystate Environmental From: Engineering Date: January 15, 2004 1 Subject: SP - 432 - Site Plan - MicroTest Per your request of January 8, 2004 we have reviewed the Proposed Site Plan for Microtest Labs, Inc.Facility Expansion 104 Gold Street, Agawam, MA;prepared by Baystate Environmental Consultants Inc. 296 North Main Street, East Longmeadow, MA 01028; date: Dec.2003; Rev.. 1/06/04; Rev 1/08/04; scale: 1"=30' and have the following additional comments: 1. We request one benchmark be shown on the plan. 2. With the expansion of the parking lot and the new proposed access road to the cul-de-sac we recommend adding some type of travel direction pavement markings and/or signs within the parking lot. 3. We recommend a minimum of 3 to 1 slopes wherever there is proposed re-grading. Since the two , detention ponds have 2 to 1 slopes, and the drainage calculations have been approved slope stabilization measures should be implemented as needed. 4. Please show the type of curb on the plan to be used on the radius near the cul-de-sac for the curb cut portion. We recommend using a Bituminous Concrete Berm Type-II (9" wide by 6 1/2" reveal) to.match the existing. 5. A minimum of 5 feet in depth for all water service piping should be shown on the plan. 6. The following notes should be added to the plans: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8.. No pip ing/appurteriarices will be installed or backfilled without the permission of the division." "The contractor/owner shall be responsible for testing any existing Town gate valve where a new connection will be made. The contractor/owner will also be responsible for repairing or replacing such.valve or installing a new valve at the property line in order-to allow pressure testing of the new water main." 7. We have certain standard details we use within the Town. The following details will be sent over to you digitally in AutoCAD format for your use to include in the detail sheet: Sanitary Sewer Manhole, Concrete Collar, Sanitary Sewer Manhole Frame and Cover, Hydrant Detail, Building Sewer Connection, Permanent Pavement Replacement Detail, Wheel Chair Ramp (bounds not needed), and Thrust Restraints Field Lok Gaskets. Please add a Bituminous�Concrete Berm Type-II detail since our version is only included in the Typical Roadway Section. 8. The following permits are needed and can be picked up at the Department of Public Works: Storm Drain Permit, Road Opening Permit, and a Curb Cut Permit. 9. A Sewer Extension Permit maybe required depending on the design flow of the expansion. Please, consult the Department of Environmental Protection regulations. If it is required, construction on the sanitary sewer connection may not begin until the D.E.P. approval is received. If you have any questions, please do not hesitate to contact us. 1 Sincerely, Sincerely- .A A. �41A!V� e . Ho an, P.E. Adam S. Chase, E.I.T. rganne T n Engineer Civil Engineer x H AENG II MMSA4J2101.wpd I I I ' I II . I I 11 ' I • I I • a I \ I I II I AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: January 29, 2004 DATE RECEIVED: January 7, 2004 DISTRIBUTION DATE: January 8, 2004 PLANNING BOARD MEETING DATE. January 29, 2004 APPLICANT INFORMATION 1. Name of Business: Micro-Test Labs, Inc. Address: 104 Gold Street, Agawam, MA 2. Owner: Steven G. Richter Address: Same Telephone: Fax: 3. Engineer: Baystate Environmental Consultants, Inc. Address: 296 North Main Street, East Longmeadow, MA 01028 Telephone: 413-525-3822 Fax: PLAN REVIEW Scale: 1" = 30' Date: December 2003 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a 15,000 sq. ft. addition to an existing building and associated utilities and parking. Site Plan Review Page 2 Description of Site: Site is presently undeveloped. An Order of Conditions has been issued by the Agawam Conservation Commission. Provision for Traffic Flow: Unchanged. Parking: It is unclear how many new parking spaces are being created. After construction there will be a total of 80 spaces. The parking guidelines recommend 1 space for every 1.5 employees on a major shift. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Unchanged. Exterior Lighting: All exterior lighting must be shown on the plan. Rendering or Elevations: Not provided. Dumpster Location: Not shown. Other Comments or Concerns: Baystate Environmeo.l Consultants, Inc. 296 North Main Street DATE: JOB NO.: East Longmeadow, MA 01028 01/29/04 03-0508 ATTENTION; (413) 525-3822 Deborah Dachos FAX (413) 525-8348 RE: MicroTest TO: _Planning Department Agawam_ Town Hall 36 Main Street Agawam, MA 01001 WE ARE SENDING YOU ❑X Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑x Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑Change order ❑ COPIES DATE NO. DESCRIPTION 3 Dec. '03 2 Shts Sheet-1. "Site Grading & Utilities Plan", Revision No. 4 Sheet-2: "Details", Revision No. 2 3 Jan. `04 1 Shts Sheet-3: "Details" THESE ARE TRANSMITTED as check below: ® For approval ❑Approved as submitted ❑ Resubmit copies for approval ❑For your use ❑Approved as noted ❑ Submit copies for distribution ❑As requested ❑Returned for correction ❑ Return corrected prints ❑For review and comment ❑ ❑FOR BIDS DUE ❑ ITEMS RETURNED AFTER LOAN TO US REMARKS These copies are being sent to ensure that the Town of Agawam Planning Board has the most current plan set. - _ -- - —- COPY TO: : SIGNED: 1 U .o If enclosures are not as noted,kindly notify us at once. To wN of A GA wAm' OD 1�lEMORANDUM To: Planning Board CC: File; John P. Stone, DPW Supt., Steven T. Dambrosio, Baystate Environmental From: Engineering Date: January 29, 2004 Subject: SP - 432 - Site Plan- MicroTest Per your request of January 8, 2004 we have reviewed the Proposed Site Plan for Microtest Labs, Inc. Facility Expansion 104 Gold Street, Agawam, MA; prepared by Baystate Environmental Consultants Inc. 296 North Main Street, East Longmeadow, MA 01028; date: Dec.2003; Rev. 1/26/04; scale: I"=30' and have the following additional comments: Baystate Environmental has addressed the previous comments 1 thru 7 from our memorandum sent on January 15, 2004. Once the site plan is approved the owner will address comments 8 and 9 which describe what permits are needed. The only remaining issue is the proposed grading located within the Tennessee Gas Pipeline Company's easement. Before approval of any site plan and drainage calculations by Engineering, the owner should provide a formal statement from Tennessee Gas Pipeline Company which approves of the proposed construction including a description of any restrictions they will require. Attached is the memorandum from January 15, 2004. If you have any questions, please do not hesitate to contact us. Si cerely, Sincerely, Iorgann . Ho an, P.E. Adam S. Chase, E.I.T. wn Engineer Civil Engineer I H:\ENG1NUER\SP1432\D2-wpd To TAN oF A GA wAm MEMORANDUM 0"'P' To: Planning Board CC: File; Steven T. Dambrosio, Baystate Environmental From: Engineering Date: January 15, 2004 Subject: SP - 432 - Site Plan - MicroTest Per your request of January 8, 2004 we have reviewed the Proposed Site Plan for Microtest Labs, Inc. Facility Expansion 104 Gold Street, Agawam, MA; prepared by Baystate Environmental Consultants Inc. 296 North Main Street, East Longmeadow, MA 01028; date: Dec.2003; Rev. 1/06/04; Rev 1/08/04; scale: 1"=30' and have the following additional comments: 1. We request one benchmark be shown on the plan. 2. With the expansion of the parking lot and the new proposed access road to the cul-de-sac we recommend adding some type of travel direction pavement markings and/or signs within the parking lot. 3. We recommend a minimum of 3 to 1 slopes wherever there is proposed re-grading. Since the two detention ponds have 2 to 1 slopes, and the drainage calculations have been approved slope stabilization measures should be implemented as needed. 4. Please show the type of curb on the plan to be used on the radius near the cul-de-sac for the curb cut portion. ,We recommend using a Bituminous Concrete Berm Type-H (9" wide by 6 1/2" reveal) to match the existing. 5. A minimum of 5 feet in depth for all water service piping should be shown on the plan. 6. The following notes should be added to the plans: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenarices will be installed or backfilled without the permission of the division." "The contractor/owner shall be responsible for testing any existing Town gate valve where a new connection will be made. The contractor/owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing of the new water main." 7. We have certain standard details we use within the Town. The following details will be sent over to you digitally in AutoCAD format for your use to include in the detail sheet: Sanitary Sewer Manhole, Concrete Collar, Sanitary Sewer Manhole Frame and Cover, Hydrant Detail, Building Sewer Connection, Permanent Pavement Replacement Detail, Wheel Chair Ramp (bounds not needed), and Thrust Restraints Field Lok Gaskets. Please add a Bituminous_Concrete Berra Type-H detail since our version is only included in the Typical Roadway Section. 8. The following permits are needed and can be picked up at the Department of Public Works: Storm Drain Permit, Road Opening Permit, and a Curb Cut Permit. r • • 9. A Sewer Extension Permit maybe required depending on the design flow of the expansion. Please consult the Department of Environmental Protection regulations. If it is required, construction on the sanitary sewer connection may not begin until the D.E.P. approval is received. If you have any questions, please do not hesitate to contact us. Sincerely, Sincerely, A 1jAA_A-1-j rl-MYA - e rganne j Ho an, P.E. Adam S. Chase, E.I.T. T n Engineer Civil Engineer I HAEI`C NEERLSP141210 1.wpd PVTO TAN of A GA WAM 1Y MEMORANDUM To: Planning Board CC: File; Steven T. Dambrosio, Baystate Environmental From: Engineering ft, r r�ryv9 Date: January 15, 2004 ��;• � �� `� 0 1 Subject: SP - 432 - Site Plan - MicroTest Per your request of January 8, 2004 we have reviewed the Proposed Site Plan�ofQicrotest Labs, Inc. Facility Expansion 104 Gold Street, Agawam, MA; prepared by Baystate Environmental Consultants Inc. 296 North Main Street, East Longmeadow, MA 01028; date: Dec.2003; Rev. 1/06/04; Rev 1/08/04; scale: 1"=30' and have the following additional comments: 1. We request one benchmark be shown on the plan. 2. With the expansion of the parking lot and the new proposed access road to the cul-de-sac we recommend adding some type of travel direction pavement markings and/or signs within the parking lot. 3. We recommend a minimum of 3 to 1 slopes wherever there is proposed re-grading. Since the two detention ponds have 2 to 1 slopes, and the drainage calculations have been approved slope stabilization measures should be implemented as needed. 4. Please show the type of curb on the plan to be used on the radius near the cul-de-sac for the curb cut portion. •We recommend using a Bituminous Concrete Berm Type-11 (9" wide by 6 1/2" reveal) to match the existing. 5. A minimum of 5 feet in depth for all water service piping should be shown on the plan. 6. The following notes should be added to the plans: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenahces will be installed or backfilled without the permission of the division." "The contractor/owner shall be responsible for testing any existing Town gate valve where a new connection will be made. The contractor/owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing of the new water main." 7. We have certain standard details we use within the Town. The following details will be sent over to you digitally in AutoCAD format for your use to include in the detail sheet: Sanitary Sewer Manhole, Concrete Collar, Sanitary Sewer Manhole Frame and Cover, Hydrant Detail, Building Sewer Connection, Permanent Pavement Replacement Detail, Wheel Chair Ramp (bounds not needed), and Thrust Restraints Field Lok Gaskets. Please add a Bituminous Concrete Berm Type-H detail since our version is only included in the'Typical Roadway Section. 8. The following permits are needed and can be picked up at the Department of Public Works: Storm Drain Permit, Road Opening Permit, and a Curb Cut Permit. OV9. A Sewer Extension Permit may be required depending on the design flow of the expansion. Please consult the Department of Environmental Protection regulations. If it is required, construction on the sanitary sewer connection may not begin until the D.E.P. approval is received. If you have any questions, please do not hesitate to contact us. Sincerely, Sincerely, `1 e rganne j Ho an, P.E. Adam S. Chase, E.I.T. T n Engineer Civil Engineer I H AF.NG1NEER1sP143210].wpd 1 0 Memo To: Planning Board From: Sgt. Donald Galleran � Subject: Site Plan - Microtest - Gold Street Date: January 14, 2004 The site plan from Microtest Labs to build a 15,000 square foot addition to their already existing building should have no impact on pedestrian or traffic safety. However, they must be in compliance with the Town Ordinance regarding Handicapped Parking. 5 i �a AGAWAM FIFE DEPARTMENT 800 MAIN STREET 0 AGAWAM, MA 01001 Q V NT TELEPHONE (413) 786-0657 FAX (413) 786-1241 David A. Pisano Chief of Department Stephen M. Martin Deputy Chief FfRES �D RE: MICRO-TEST LABS, INC. 1/12/04 104 GOLD ST. As per. 780,527,and521 C.M.R.s and 148 M.G.L. and N.F.P.A. 13 and 72 this addition shall be sprinkled, and alarmed. Please note that the hydrant must be located with in(100) ft. Of the fire department connection and all alarm wiring must be MC or in CONDUIT where it is not otherwise protected. Complete Narratives, Drawings, and Calculations, shall be submitted along with a copy of the sprinkler installers license before work is to begin. Also be advised that paved access to these structures is required. Fire Insp. M.Mercadante Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y� 1� p MP Tel, 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board SUBJECT: Site Plan - Microtest - Gold Street DATE: January 8, 2004 Please review and comment on the attached Site Plan for Microtest on Gold Street prior to the Board's January 15, 2004 meeting. Thank you. DSD:pre 33 14135258348 BAYSTATE ENV WS PAGE 02/02 J.�..i V� JV i t L'1 t tt/i Wt n 1 ✓IL 1 1 VV VJL AGAWAM PLANNINQ BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Building Department 36 Maid Street Agawam, MA 01001 1. Name of 3usiness Micro-Teat Labs, Inc. Addzcss _ 104 Gold Street, Asaawam MA Telephone 413-786-1680 fax 2. Narus of Applicant/Ownor'Steven Q._Richter (owner) Address c/o Micro--Test .Labs, Inc. Telephone Fax 3. Name of Engil3ecrlArcli tect Bay.atate Environmental Consultants, Inc_ Address 296 North Main Street;_East Longmeadow, MA 01028 �G�46 Telephone 413-525-3822 Fax 413-525-38272 4. Please give a brief description of the proposed project: Froposed 15,000 square foot building addition with associated site utilities and parking. Rrvised 8114103 TOML P.0-1 Baystate Enviro*ntal Consultants, Inc. 296 North Main Street East Longmeadow, MA 01028 DATE JOB NO. 01/06/04 03-0508 ATTENTION (413) 525-3822 FAX (413) 525-8348 RE; Micro-Test Labs, Inc. TO: Town of Agawam o Planning Board c_ p Cr Q p WE ARE SENDING YOU 0 Attached [I Under separate cover via th vlowlg it ts: ❑ Shop Drawings ❑ Prints I] Plans ❑ Samples ❑ Specific ns v? rr„ ❑ Copy of Letter ❑ Change Order❑ x:_ 7 COPIES DATE NO. DESCRIPTION 10 12/03 Revised Site Plans, Sheets 1-2 of 2, Revision No. 1, 01/06/04 THESE ARE TRANSMITTED as check below: ❑ For approval ❑ Approved as submitted ❑ u `iti cb_pies for approval ❑ For your use ❑ Approved as noted ❑ copies for distribution ❑ As requested ❑ Returned for correction ❑ Return corrected prints ID For review and comment❑ ❑ FOR BIDS DUE ❑ ITEMS RETURNED AFTER LOAN TO US REMARKS .l r ro f.J COPY TO: Bill Jenkins—Micro-Test Labs, Inc. -SIGNED: Tom Jenkins, P.E. /f enclosures are not as noted,kindly nodfy us at once JOB a can L4-(.P LOGS a( a Qs Box # A DOCUMENT# PAGE# � D No. DATE REVISION BY � r / N/F r ` , f aj , t i 1. 01/06/04 MOVED PARKING, ENLARGED BASIN #1 SD / WESTERN MASS. ELECTRIC ❑. ! f / 2. 01/08/04 FURTHER ENLARGED BASIN #1 SO / p N/F / B0OK 4081, PAGE 224 \� / � ! j � / 3. 01/22/04 MOVED STORMDRAIN OUT OF EASEMENT SD I • WESTERN MASS, ELECTRIC C❑. \\ / J J / / 4. 01/26/04 REVISED PER ENGINEERING COMMENTS SD BOOK 3494, PAGE 329 �� I J 1 / r+�• / 5. 02/10/04 REVISED PER PLANNING BOARD COMMENTS SD 6. 03/09/04 RELOCATED WATER & SEWER LINES SD �\ �1 �� �„ � f ,� / i J ' / •� // / / 7. 04/02/04 GAS, TEL, ELEC UTILS./LIGHT FIXTURES Sp _�� ZON-� 1N SETBACK LINE HAYBALE/S1LT FENCE I J / / / J / .•/ / / / ------ 1 EROSION CONTROL / / / / I / ••'/ / / / (LIMIT OF WORK) I / // / •// / WESTERN MASS. LECTRIC C❑. ESMT, J BOOK 950, PAGE 565 \ ' \ N" OUTLET o. i STRUCTURE END g LEGEND \ 1w.=1 \ FLARED EN / J 1 TiIY > 9,5 / - - p INV,=1 6.0 �` / � J � / / ��-\ ADJACENT PROPERTY LINE BORDERING sEcnoN 1 PULL ,BOX T rP CAL SITE PROPERTY LINE 12 HDPE 25 L,F. ® 2.0X \ VEGETATED WETLAND PROP. NATURAL INV.=140.0 I % / / / r/ - - - - �\ SIN No. 2 \ GAS-FIRED °` / v, / 52.3 3 ••/ / /P / r / -EXISTING EASEMENTS I - OUTLET STRUCTURE \ STANDBY I� - J PR6P SE73/10 fL A _ A - WETLAND BOUNDARY FLARED ENDI N/F GENERATOR 12 HD 25 L.F. 2.0 / / / / I R DN TER PAD GATED CON BETE CURB ` WET W.Q. SWALE SECTION •10o FT. WETLAND BUFFER ZONE STEVEN G. RIGHTER tORMWATER TYP -II � � 40 L.F. INV.=139.0 � - - - - - - / ; f -EXISTING 2 FT. CONTOUR 1 -- � -/ B❑❑K I❑554, PAC-�E �4❑ � �� MANAGEMENT �j �. // / // / ���,;,�- � �- / � I 1 (MA H EXITING) I \ I 4 ` ~ - r BASIN No. / / / w TW 166.5 EXISTING 10 FT. CONTOUR HAYBALE/SILT FENCE BOOK 12809, PAGE 195 / / w 4/ 3 EROSION CONTROL �' WEF W.Q. SWAE / a / / �' / •, , 2.6 / / _ - _ _ _ - = =ExtsTING CURB I ! o 41 r.a 41 (LIMIT OF WORK) PROP. LOT 15A / 55 L.F. FLARED END / �/ / �� • / l►� l / - -- -- - - - - - - -EXISTING EDGE OF PAVEMENT 1 r ELECTRIC , SECTION / / / / ..'� / �` / I N/F / J D EXISTING STORM DRAIN +141.0 / INV.=142.0 / / / / •o �T❑W�❑F AGAIAM « / �, • ' / / ff S EXISTING SANITARY SEWER � © •� 48 L.F. - 6 SDR35 r-� f 1 PVC 00.83% / PROP, / / / •• _N L.CJ CERT. �118Z PROPOSED SANITARY G EXISTING GAS LINE STORMWATER • .� + • \ 1µ6 CB--7 _ TW-140.5 RETAIN#NG 7W-141'5 1810 HDPE-40 /.' �' / ✓mil SEWER MANHOLES MANAGEMENT ®� . , �U Cv = WALL ® f•ox /. / / / ( ) w EXISTING WATER LINE BASIN No. 2 I � .1 �,- _ � Tw�144o Tw�t44.5 \ � � / � SMH-1 R=143.4 MATCH {IX. GRADE to CUT •,t �• Tw=145� / 50 + '� / / / / r INV. MAIN=135.94 CONTRACTOR VERIFY) ❑ EXISTING DRAIN HOLE SMH-i /' • . PROP. PARKING / INV. fi IN=13fi.11 P) . .,, 1 DPE•r- L. / / � Q EXISTING SANITARY MANHOLE 1�8 F. -_ �6'".SBA 35 PVC 8 SPA Es J 4 - / SPA E5 6. z-�: ; 1 / / / J \� SMH-2 R=145.8 S TAPPING SLEEVE 0, f' / / / -0 -� INV.=137.67 EXISTING GAS GATE do VALVE _ N __ - -- � S.GEN. aorta s 0.59r / .CST l I / o \ I owv EXISTING WATER VALVE RpP 4- TELEPHON • . F • �A�A=W4•147 1�7.7 / _ #NV 6. / �is6.5/ / / / SMH-3 R=146.fi (MATCH EX. GRADE) LLJ ! I T SP ES DP. DRIVE CB-2 / RM�t- / / - / / / / INV.=138.07 yQ EXISTING HYDRANT v ! / RtM=-1.4�7r IL Rl =i 47/.9 / 5"s� dP •-35 � � / � / / / / LJJ _j I (� INV.=f43.0 �} =ii42•4 ® / - / / / / / / SMH-4 R=147.7 3 PROPOSED CONTOUR m a SMH-3 10' 147.7 B. \ , . c. 147.7 B.G. �v SEE f10TL/ 4 / J j I INV. OUT=138.90 +141.0 PROPOSED SPOT GRADE EXISTING PARKING AREA rya 24 / / / RE-TRIPE AS SHOWN ufitr YP / .• J _ TW=165.0 PROPOSED TOP OF REf. WALL s r n v t s t5' f g r r F �Yn 4': t 47 O Yl �� HDPE 5 L. 9, x s ,� 4�} g x ,� / 1: SMH -5 R 147.8 I-V2 1 s fi ny, T •: r l --- -- 8 5 8 8 8 8 >1 x6 � \ � Il+ti�s.�� 9 Yl�I ! h �_� N s / ! , � $ INV. OUT=139.00 PROPOSED CURB Lii �. •ws ,A de !?ANT er rf ty K�rt r .SP ti4�w4F yy� 4 �k nc } / / / . • / / 99 `ter t aC'ow _ rat F � .>? *�Y'rt[' /`p ,i 'r't" �� rk �i _ , -rr / ! ® YP s n yv k - 2 �r }� ._'' i eta,, ..-�t� n-` J si` s �z. IC / / �.....�PROPOSED STORM DRAIN a� e ' 54 •f',S x , ,,. 0 • , I1 1 SP 1���fJ +f' y�2 J! S�biF +GVI F, y, t14 h i• Y ^. £Si �i Y� 3L 43xi,F.� J I 1 R •3 1 .,r5 3" �.` Mr k 1 yes j I 7 !� ;£i ' - 3>„ C. ;•;sv 4 'r '' - - .$1.� •' d ! / PROPOSED CATCH BASIN oj�A01 '� / I�NI/. 4 / / o SMH--1 SHALL BE A CUT-IN TfPE s <' Via -„zs_rnE 7 As 'k.. fsC 4'Kn- • o y< k3 :� ,"xF� k 0()Q . • / I MANHOLE WITH 6" CROWN MATCHING PROPOSED MANHOLE Y&ILE LT FENCEL/ 1 i 1 t r' r <v �2 k Fri#7.! ?. / / / / / �•r 8" MAIN CROWN. CONTRACTOR TO PROPOSED EROSION CONTROLS `-' I E74f'7S CONTROL �. . • • �r, �I+ ' . �z.- ' 3 �s, / • • `� T Qnn, p ,�.�,� �� .r,. �"$5� v r? F3 t^ -��<�`'`� '� • / � / � � M V 4 • • • • "�r` N -` ., Nam- "# v .ors ai re Ey ar Y • :4n RlA '�- fir: i ASK.•: t ! LIM WORK) UFFER • , . . �t�,a' � ;x � x ,� •, ._ ,fYr, „� 4, / �, VERIFY INVERT OF EX. 8 SAN. SEWER p ZONE 1; _ r.�• kwr ��,� t} A`= _ -r�,, t5 , � o � / PRIOR TO INSTALLATION OF PROPOSED ! TM- ¢ �` a r y r. y € : •?s . by PA E PROPOSED HYDRANT I 8 �. ry k .- '< f�r PROPOSE / 4 W W w E �ix :? t� / aA. B-7 SANITARY SEWER COMP a / EXISTING BUILDING ;ta � � x 5V COMPONENTS.e ;` } x 4 r D TRAFFIC ARROW RIM=15�7. 5 149.0 r �a�} uKL c5 s < 4ra 'xf - i § is �ttl; l sJ F.F.- 48.3 `~ F 5 ` •- - - PROPOSED ELECTRIC 3 f FS-,r �;ry RCP. E�i41 / SMH-5 SHALL BE A MONITORING / t may. / ACCESS POINT FOR THE LAB . . Q No. 104 GOLD ST rt,aw,,�� y Cz « a { < 4 , $ J PROPOSED GAS °� ^-a v1 { fs m. iY �, l ^Lr `r°{ -+- -+f Kr.�' f ti rs J a .. • p: s ark V01,11, a's r, wvT f � y � 3 . x r / / TiN�154.5 ] / WASTE DISCHARGE PRIOR TO -- -- ss F.et s �,y, ,� <r �!. N .r c„ r: t -h4s Y ' t i lVJ .� G -� �"°" r �,. f= x a �,� «. h / 1 PROPOSED TELEPHONE 4 s f �_ ; Y= ^ / ` ITS TYING INTO THE PROPOSED 1>•ttr,, '' I / p •` r �; � _ } dz ,� 1//2 CONDUIT 25, BUILDING SEWER. DETAILS OF \ i"4 ,ar, PROPOSED LIGHT (S1) /l / Tw=t .5 / / SMH-5 SHALL MEET ALL r ,t ,�\aYt, r' YS'�'f N-'1 .a ^� �'F 1'r ;n- rtM 1r- . if ✓' x:..8w , . -,,r �., y T .r. - - 15s� - - _ REQUIREMENTS OF THE (S2) � �; �`.�� --, � � � � r SPRINGFIELD WATER AND SEWER � PROPOSED LIGHT BENCHMARK ! 75 � - 5 J J \ - DRAIN 1 m PELF. HD�'E - 5 L.F L 80 \ o MAG NAIL -- � �`-� --- �� 5 .. f.0 TEN�IESSEE GAS PI INE CO EASEMENT COMMISSION. # �� ® PROPOSED PULL BOX Cu ELEV.=149.12 0 ZONING SETBACK -- ! 2 HDPE�f55 L.F. f.35X�/ �_ RIM 155. '� �_ f � SITE ���'.N;_ / 14 .1 I C-- ! __ r--f r INLINE DRAIN \ __ �'` / 1 144 f �� �� ' ' I MN � { I � ;n .r--� RIM=149.2 ~ �/ r / J J � � B%�1K 1145 PAGE 29 �"'�.'A'�f l��i>� }-�L��::.:. ..�•.,'<, F.���=s L� fr _ / J -J - I - - _ JUfruc�� a�, 00 TOTAL PARKING SPACES - - - o7� NORTHERN LOT = 48 Q I I / / f .AI // / / / TI WN ❑F/AGAI�AM 14 ER E�cSEMENT `` • TOTAL = 80 y o I 4r - - - -.._.. - - � - --- - - -F- - - - - - _ - __ - � - - - - � - _ . � _. -- _ _- - - -_ �-� t60 --��/5>�FFIEL TREET ARTNER NIP / � / / 60[]K/4�92 PACE 102 / � � • GRAPHIC,� / / / H C SCALE I I I _ ]� __. - - - - - }_- __ -- -i'H613K 6�9 , PAGE` - _�- -f �- o _ �` - 30 0 15 30 14 / \ I 1 f I PLAN BOOK 314, PAGE 106 ` i/ o \ I ��� `� e ��_- �. - -'-- - -- - - - - - �- - ���. - � - - J LOT 19 F / 1 inch = 30 ft. PLAN / C STRING BINDER 1„-30, HAYBALES SHEET TITLE: _-�_ „ c Nod , _ SITE GRADING & Cn ;�� ES (O - UNDISTURBED 1. EXISTING CONDITIONS OBTAINED FROM A PLAN ENTITLED 'SITE PLAN OF LAND 10. ALL NEW STORM DRAINS SHALL BE HIGH-DENSITY POLYETHYLENE (HDPE) OR 36" MINIMUM LENGTH FENCE POST, - 104 GOLD STREET, AGAWAM, me, BY SMITH ASSOCIATES SURVEYORS, OCTOBER POLYVINYL CHLORIDE (PVC) PIPE, NON-PERFORATED, WITH THE EXCEPTION OF THE UTILITIES PLAN FLOW - - " GROUND �1 10' MAXIMUM CENTER TO DRIVEN A MINIMUM OF 12" INTO 31, 2003. WETLANDS DELINEATIONS BY BEC, INC., SEPTEMBER-OCTOBER, 2003. 95 L.F. PIPE UPSTREAM OF CB-4, WHICH SHALL BE PERFORATED (SEE DETAIL, SILT FENCE CENTER GROUND � o " A 2. PLANS DO NOT PURPORT TO SHOW ALL UTILITIES. CONTRACTOR CONTACT SHEET 2 . PROJECT AND LOCATION: DIG-SAFE (1-888-344-7233j 72 HOURS PRIOR TO BEGINNING EXCAVATION WORK 11. DMH-1 SHALL HAVE 4-FOOT SUMP BELOW LOWEST PIPE INVERT. MICR[�TEST LABS IN � 4" VERTICAL-�� ' AT THE SITE. _� 12. UNLESS OTHERWISE PROVIDED FOR ON THESE PLANS ALL PROPOSED ROOF -4 C■ 0 FACE � 16" MINIMUM HEIGHT OF 3. ALL WORK SHALL COMPLY WITH ENVIRONMENTAL PERMITS ISSUED FOR THE DRAIN LEADERS AND DOWNSPOUTS SHALL BE DIRECTED TO THE STORMWATER � co BEDDING DETAIL GEOTEXTILE PROJECT. CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN REQUIRED SIGN MANAGEMENT BASINS VIA SUBSURFACE DRAINS. ~- FACILITY EXPANSION m OUND BALES - - PLACED ON " DISPLAYING DEP FILE {�87-501. 13. THE CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR TESTING ANY `=y' 6 MINIMUM DEPTH IN CONTOUR 4. CONTRACTOR SHALL PERFORM ALL EXCAVATIONS IN STRICT CONFORMANCE EXISTING TOWN GATE VALVE WHERE A NEW CONNECTION WILL BE MADE. THE GROUND WITH APPLICABLE O.S:HA RULES, AS AMENDED. PREPARED FOR: CONTRACTOR/OWNER WILL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING a ANGLE FIRST STAKE TOWARD THE , �� �`� �; SUCH VALVE OR INSTAWNG A NEW VALVE AT THE PROPERTY LINE IN ORDER TO PLAN MICROTEST LABS, INC. i �� .r 5. UNLESS OTHERWISE NOTED, ALL WORK AND MATERIALS SHALL COMPLY WTFH + 4, PREVIOUSLY PLACED BALE ;I �. 1 ALLOW PRESSURE TESTING OF THE NEW WATER MAIN. Cn _ APPLICABLE SECTIONS OF THE MiIASSACHUSETTS HIGHWAY DEPARTMENT'S STANDARD FLOW " SPECIFICATIONS FOR HIGHWAYS AND BRIDGES", AS AMENDED. 14. ALL MATERIALS AND WORK NECESSARY FOR THE E)LTMON OF WATER AND SILT FENCE 104 GOLD STREET FLOW 36 MINIMUM FENCE S. CONTRACTOR SHALL DEMOLISH. SEWER SERVICES INTO THE SITE SHALL MEET THE REQUIREMENTS OF ALL ' POST LENGTH PAVEMENTS, PIPING, STRUCTURES, AND . ER OBSTRUCTIONS EAND202E NEW WORK, MINIMUMPLICA APPLICABLE MUUNTH OF FIVE ICIPAL FEET.MEX. � WAS SERVICE PIPING SHALL HAVE A AGAWA�, MASSACHUSETTS X '� PERSPECTIVE VIEW HAYBALES - co -1? r FILTER HAVE BE MADE FOR REMOVAL AND/OR PROTECTION. ALL MATERALS SHALL 15. UTILITY EXTENSIONS INCLUDING GAS. COMMUNICATIONS, AND ELECTRIC WILL ;"L?1 ���-r CLOTH FENCE POST SECTION BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL. BE DISPOSED OF AT ILO BE INSTALLED UNDERGROUND WTT'HIN THE WORK AREA FINAL LOCATION OF GAS, - - s BAYSTATE ENVIRONMENTAL '� OFF-SITE LOCATION. EXISTING untmES NOT IN CONFLICT WITH PROPOSED WORK ELECTRIC, AND COMMUNICATION LINES TO BE DETERMINED BY OWNER, - EXIST,:CR1�TIND •2��_ = � , MINIMUM 20 ABOVE - CONSULTANTS INC. FLOW GROUND SHALL REMAIN IN SERVICE AND BE PROTECTED DURING THE WORK OF THIS CONTRACTOR, AND APPROPRIATE UTILITY COMPANY. SEE ARCHITECTURAL PLANS v - - PROJECT. FOR CONNECTION TO PROPOSED BUILDING AND TO PROPOSED EMERGENCY UNDIIMRBED �-r. Civil Engineers Environmental Scientists �- GENERATOR. g � ENTRENCH BALES A MINIMUM 7. EXISTING TREES AND VEGETATION LOCATED IN AREAS NOT TO BE GRADED 296 North Main Street 290 Roberts Street Suite 207 4 OF 4" INTO THE GROUND :,;? Y T•�=r��=-~ 2 RE-BARS OR 2"X 2" DRIVEN 12" TOP VIEW GROUND 4 - , c3 " EMBED GEOTE)MLE A MIN. SHALL BE PROTECTED THROUGHOUT THE PROJECT. WHERE ROOTS MUST BE CUT. 16. ALL DISTURBED AREAS WITH SLOPES STEEPER THAN 3:1 SHALL RECEIVE A East Longmeadow, IAA 01026 East Hartford, CT 06108 ItTa 1 =�r�a %� TO 18 INTO THE GROUND OF 6" VERTICALLY INTO FENCE POST DRIVEN A THEY SHALL BE NEATLY PRUNED AND BACKFILLED AS SOON AS POSSIBLE. ALL TEMPORARY EROSION CONTROL BLANKET TO BE INSTALLED PER MANUFACTURER'S °. STAKES ARE TO BE DRIVEN POSTS " PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY INSTRUCTIONS, NORTH AMERICAN GREEN MODEL N0. SC150 OR APPROVED EQUAL. STIDN �,>` HIEC PROJECT No. SHEET No. FLOW THE GROUND MINIMUM OF 12 INTO � FLUSH WITH THE TOP OF THE ABUTTING THE PARCEL AND INCLUDING THE TREE BELT, SHALL BE MAINTAINED IN �' ''' 03-0508 c' THE GROUND • �. ti orgn�? BALES- A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL 17. ALL AREAS NOT OTHERWISE SURFACED SHALL RECEIVE MINIMUM B LOAM :, i s�`f`- ��.•, Fv AND BE SEEDED OR SODDED TO LAWN. L- `rr... THOtd�5 't+,\P. SCALE SECTION A CROSS SECTION 8. PRIOR TO ANY INSTALLATION OF ANY SEWER. WATER OR DRAINAGE LINES, THE ° E. UNDISTURBED A: `.�� STAPLE CONTRACTOR/OWNER SHALL CONTACT Tiff TOWN OF AGAWAM S ENGINEERING 18. AT THE COMPLETION OF CONSTRUCTION OPERATIONS AND UPON FINAL , . 3 5 n JEMt1f'S. ��. I'r„, AS NOTED GROUND ANCHORING DETAIL DIVISION, 413-786-0400 x257/8. NO PIPING/APPURTENANCES WILL BE INSTALLED STABILIZATION OF THE SITE, THE CONTRACTOR SHALL REMOVE ALL EROSION €,;. ".>`r ;� clt'iL 13 STAPLE OR BACKFILLED WITHOUT THE PERMISSION OF THE DMSION. CONTROL BARRIERS AND ANY ACCUMULATED SEDIMENTS. A 00, 3wrt ' DATE JOINING TWO ADJACENT SILT 19. ALL PROPOSED LIGHTING INFORMATION, INCLUDING CONDUrr SIZING AND OMBINATIO IL C YBA EFrr�T .f°z., , DEC, 2003 9. ALL STRUCTURES"SHALL BE PLACED ON A 12' FOUNDATION OF COMPACTED PLACEMENT OF LIGHT FIXTURES AND PULL BOXES. WAS PROVIDED BY BIOMETICS `�- F^�;'; t.:�< FENCE SECTIONS CRUSHED STONE (3/4 , ,/2'� EROSION CONTROL BARRIER & v'�Jt^ �,.. DRAWN BY DESIGN--CONSTRUCTION, INC. _�;-,` .: �' STD _ HAYBALE SILj _BARRIER LIMIT OF WORK CHECK BY NTs SILT_ FENCE DETAIL NTs TO OF . 3 SHTS Lu NTS � m a No. DATE REVISION BY NOTE: ADJUSTMENT BRICK SHALL BE 3/4" CRUSHED STONE 10��■ 1. 01/06/04 REV. OUTLET STRUCTURE1 SD RED CLAY, HARD BURNED, DIMENSIONS A B C D E F G H EOTEXTILE FABRIC, TYPE R SEWER BRICK. 8' AND 10" PIPE 15' 15" 8" 9` 2" 7/8 1 7/8` 14" 12' PERE HDPiA /;NROUNDING CRUSHEQ STONE 1/2-EXP. JT. 2. 01/22/04 AREA DRAIN DETAILS, AGAWAM DETAILS SD CURB [STD. CATCH BASIN B" 12" AND 15" PIPE 18' 18" 10' 11 1/4' 2' 1" 1 7/8' 14" WITH SEALANT AT MBLDG.ERIC (2) #3 BARS 3. 04/02/04 LIGHT POLE BASE DETAIL 5D FRAME do GRATE BRASS (3 FLANGE) BOLT _ + 8 D ENT CONCRETE, 3500pei SCORE 3/4" RAD. TO MATCH = co � �R-2'—O' 6X6 WWF LINER 6" PRECAST CONC. CURB PAVEMENT�4� 2x_ (2 COURSES) = _ �� 1» . 5" . . . �: $» 5/8" HOLE / e ° r .:r• CONC. COLLAR \ 13' ` ADJUSTMENT BRI (POUR IN PLACE) 9 -lllf #III= =1lll=IIII IIII IL •� ts" MAX. t 2") TOP a ICAL ETAI COMPACTED ' F E F PROCESSED EXPANSION JOINT O CONC. PROVIDE 'V' OPENING 2 PERFORATED STORM DRAIN AGGREGATE PAVEMENT W� SEALANT SEE DETAIL "A" r 6 Ile "" 3' BASE PREPARED ► INFILTRATION STRUCTURE SUBGRADE 6" STEEL REINFORCEMENT HOOD T N DETAIL 'A' HINGE BETWEENTHE PROPOSED PROPOSED LI AREA DRAIN MIN. ulI III » SEE DETAIL OUTLET NT5 6- MIN-- MORTAR THIS SHEET PIPE INTEGRAL QURB-AND SIDEWALjL ALL JOINTS ` z HEX. HEAD NTS f 5' MIN. 1/2. DIA. /4» HEX. NUT ' FINISHED EASTERN EDGE ME 1 B.C. FACE COURSE " GRADE OF THE TENNESSEE NOTE: ALL PROPOSED y� .' C BRASS BOLT do NUT GAS PIPELINE EASEMENT TYPE 1" B.C. COURSE �— " z * TOP COURSE 9 6 1/2- REVEAL CATCH BASINS TO BE DEER '• •� .• A . SUMP HOODED CATCH BASINS D 4' PROCESSED GRAVEL (M1.03.1) BINb CDURSE 6" MIN. , 4' GRAVEL 8A5E PROVIDE E1c1ENSON SIDE BACK PROPOSED $" cRAveL sus—I qSE OF MM" �WVEL ON CONC. CATCH EIASIN N=9 ROOF LEADER 8" GRAVEL BORROW (Mt.03.0, TYPE B) �0RT faTM� NTS HOODS TO BE CAST IRON AASHTO CLASS 130 — COMPACTED SUBGRADE -- TEMPORARY ROADWAY PROPOSED PATCH. As REO'D 12" DRAIN PIPE % TYPICAL SECTION YPI DETAIL RES ORE To TRI?�CH VAM BITUMINOUS CONCRETE - NTS BITUMINOUS CONCRETE CURB ORKIINAL 2" BINDER COURSE TYPE—li CONDITION 1" TOP COUP FOUNDATION '• NTS NTS _ DRAIN BkCKFILL MATERUIL Yt i•tif!.i.{.i ti BORROW. Typo b TO BE COMPACTED MATERIAL AS SPECIFIED ' ' METAL GRATE AS SPECIFIED Fy WITH LOCKING FILTER FABRIC "ENVELOW OVER I, HASP. ' BURIAL OEM AND UNDER GRATE AND HM ED yT�� INTO GROUND ON CURB SIDE FOOTING FOR 16--145.00 —145.00 I u I MIN. � � � THE PROPOSED —�INV. WEIR -144.50 RvmAL �., 3/4' CRUSHED STONE 8" 8" � tL EXPANSION I TO BE COMPAGTED AS MAX. MAX. �%� f �' 6" \ 4' PIPE - `%` I TRASH SPECIFIED PIP + PIPE S .s'�f STORM I DRAINECEAST OF MAN —INV.4" =142.50 =1 OF WE1R RACK =144.50 BED BOTTOM 10% of PIPE f ' PROPOSED EXPANSION 12" HDPE -iNV.4" =141.00 I INV. 4N PIPE BmalNa; ON LNG I'I''`� l BETWEEN THE PROPOSED AREA DRAIN —`— —140.5 13g 5 OPENING I OPENING — O MPACTED SUBGRADE — CATCH BASIN AfTER #142.50 I I 139.5 -141.00 3/4' CRUSHED STONE CATCH BASIN BEFORE FINISHED PAVING & THE PROPOSED INLINE DRAIN 4' YIN., 8" YIN. IN LEDGE FINISHED PAVING NTS r FVC AN .II&E PIPE QEDQ� D L ———— 138.00 W.Q. SWALE NTS NTS TO BE APPLIED AT ALL EXISTING AND PROPOSED CATCH BASINS SECTION 4 ELEVATION UNTIL SITE is FINAL srisiu m. BASIN No. t OUTLET STRUCTURE STRUCTURE SHA L BE PLACED ON A OUTLET STRUCTURES NOTES FOR SEGMENTAL. RETAINING WALES 12' FOUNDATION OF 3/4' — 1 1/2" SHALL BE PRECAST CONCRETE, 5000 PSI CRUSHED STONE. MINIMUM 28—DAY STRENGTH. MINIMUM WALL • 1. The information shown on these plans is provided to the Contractor for bidding purposes only. The wall details shown shall THICKNESS SHALL BE 6 INCHES. be used as a guide to the finished grade on either side of the wall and the desired height of the wall relative to finished grade. DUCTILE IRON GRATE —W/ CAST IRON FRAME F 2. The Contractor is responsible for providing the final structural design of the wall. The structural design shall be stamped (H20—RATED) METAL GRATE 6' STEEL REINFORCEMENT — ASTM A615, GRADE 60, by a Professional Engineer Registered in Massachusetts. 129 3.38 � HASP.LOCKING 4, COVER TO STEEL = 1 .5 INCHES MIN. 3. Owner must approve wall system proposed for use by the Contractor. ADAPTERS AVAILABLE _ 4, Owner shall make final color selection based on samples pieces supplied by the Contractor. 4" THROUGH 12" VARIABLE INVERT VARIABLE OVERALL 6 4, _14o.D13 —-"„—-- L140.00 TOP METAL GRATINGS SHALL BE CAPABLE OF ELEVATION HEIGHT* MIN. SUPPORTING 100 POUNDS PER SQUARE FOOT y (PSF) LOADING WITH DEFLECTION LIMITED TO fn—VARIOUS TYPED OF OUTLETS " I ` I NV. 4" 1/240. GRATINGS SHALL BE HOT—DIPPED WITH WATERTIGHT ADAPTERS 4"-12" *MAXIMUM RECOMMENDED 12 HOPE —136.5 --INV.4 137.00 I OPENING0GALVANIZED STEEL, ALUMINUM, STAINLESS STEEL. FOR: *0) OVERALL HEIGHT = 10' I I OR OTHER APPROVED NON--CORRODING MATERIAL, Proposed Swale ADS N--12 135.5 135.5 AND SHALL FIT INTO A RECESS AND FLUSH WITH 3 SDR-35 SEWER fi" MIN' W.Q. SWALE THE TOP OF THE STRUCTURE. SCHEDULE 40 DWV _ _ Coping Unit a RIBBED PVC : o. : g — — ' '°0 TRASH RACKS SHOWN SCHEMATICALLY ONLY. S,�QCh4�e TRASH RACKS SHALL BE FORMED OF STEEL a' / *(1} SECTION ELEVATION REBAR OR OTHER APPROVED MATERIALS, AND M Top of Wall Elev.=Varies / SHALL BE HOT—DIPPED GALVANIZED FOLLOWING fi min. Cu 3 4" Crushed Stone r, FABRICATION. AFFIX TO OUTLET STRUCTURE WITH &i ` BASIN No. HILTI FASTENERS OR EQUAL GRATINGS SHALL *(1) ADAPTERS CAN BE 2 » � ) OUTLET STRUCTURE HAVE 3 OPENINGS AND SHALL HAVE A TOTAL MOUNTED ON ANY ANGLE NTS STRUCTURE SHALL BE PLACED ON A" GRATED SURFACE AREA OF AT LEAST 500 a / O' TO 359' — 12 FOUNDATION OF 3/4 t 1/2 SQUARE INCHES. Standard Unit � •;,f•.': .`.• .° �* v C / .u.e � CRUSHED STONE. • / / ADS PRODUCT NO. 2812AG ►E ALL COMPONENTS OF THE OUTLET STRUCTURES SM NOTE r ARE SUBJECT TO THE APPROVAL OF THE -RAIN DETAIL r"�""`"`"`T""`u ENGINEER. GROUNn OR FROM C rCVr raarFm Ros Min rnaMm ... _ Q• AK IKLTS Cr?mrrLTOR rRnr CraaiTr r�Diam V[RES reinforced a / SEE NOTE"4 44 rsasrn oMaE a Retained MGEDGRA'WCO14M �~ Geogrid Length: varies ;.: :;=i Backfill i 3 FOREASYAcSs .+' '; SHE • vARlous TYPES OF OLm_I�s ,z T ien f f / W[TH WATERTIGHT AOAPTtR DUCTILE IRON GRATE ar Mtn Final Backfil! At 18" mi d 4 / an�,2 W►CAST IRON FRAME DETAILS r„ s. d / ADS N-SEWER aorowT cot�s,a 1• ` Toe of Wall Set ''� ' f a / 7 OR� W / / CONO rtTFM =REiLR To aMVnat r F7rrursmi Y / SCHEDULE 4D DANV m soot V 3E ux�+r a To Proposed ;:.:;:, ' CORRUGATED PVC ! P '' `' / / , RIBBED PVC ` ' " PROJECT AND LOCATION: Grade, Provide a d: / �' °° '°`", �`�` �. +: :;:: UCT MICROTEST LABS, INC. 4"Loam And / ©o :� ... Seed To Lawn. 4 / / 13 ADS PRODUCT NO. 2712AG12N ,� „M� Oo FACILITY EXPANSION ca aaauMa �x:i d / o 2 x 12",JNLINE DRAIN �_ poQ p ,. NTS aeuM sQ Murc.z PREPARED FOR: IZ Proposed Parkin Lot =,: / g a STANDARD MICROTEST LABS INC. a' ^ ' a. / / APPROX.DRAIN AREA=60.62 SO.IN. �cuITRAtTmt 104 GOLD STREET c �t.<t r. _•� •�':�e_ ) / / AYPROX.WEIGHT WFTH FRAME=40.68 LHS. ?;' �;,rrr:> .: ',•, / SEE IlOIE at D 0 op oog o AGAWAM, MASSACHUSETTS __ / / NYLOPLAST 12" m / :1 GRATESICOVERS PEREI+INUIL CRASSEST ��,� o o0 . BAYSTATE ENVIRONMENTAL o / /// STANDARDI GRATE HAS H•25 HEAVY DUTY RAT114G $» LOAM SEED MIX. (YYP.) a REM TO sT AL e Foundation / m QUAIm:MAATERIALS sHAu cONI aRM TO nsrTrT AR a rM PLAN CONSULTANTS INC. n / / 70,5D 05 308 REGUMENtsas. SO II A536 GRAmE S A46 CLASS MATERIAL-DUCTILE IRON GRATE WUST IRON FRAME A rrmvtaE emuroars aunallos / / / PAINT;CA,STINGSAREFEIRNfSHEDWIfHABIACiSPAINT a caormnMTE gncNseurs vtTM CIVIL Engineers Environmental Scientists ARCHITECT � LOCKING dEViCEAVARABLF UPON REQUEST 18' PIPE� 296 North Main Street 290 Roberts Street, Suite 207 a PRICE INCLUDES FRAME a GRATEICOVER ":'.'. sr East Longmeadow, MA 01028 East Hartford, CT 06108 1 .J1 TYEICALIQHI PULE BASE DETAIL r MODIFIED 6EC PROJECT No. SHEET No. Compacted Processed 12." DUCTILE IRON,_GRATE 3 3 - - r - ,,, 03-a5O13 .. .......................... ..... . t yr 0 r NTS f,�'`1N •tis �F, 8, rip s�,, SCALE Aggregate Base Geotextile 1' t TH0r-AA9 � As NOTED o �b' E. ��r,; Leveling Pad 6„ PERFORATED LEVELING Filter Fabric ff .� FILTER FABRIC— :l,� CIVIL "k DATE �- .1>wta►clnls. .iit. PAD DRAIN WITH FILTRATION WATER QUALM( SWALE MIRAR 140N OR EQUAL i�o. 3 459 FABRIC. NTS SECTION as DEC, 2003 = SEGMENTAL R AINI�IG WALL " °'£�` Tti� �� DRAWN EDMgY Wetland seed mix to consist of Northeast Wetland Gmsa ,� �' At f ~ T_ TICAL CROSS--SECTION Seed Mix`, h Southern Tier, u cru containin y eq g Agrastis y t stlonlfera, Paa trivialls, Afopecurus aTundinaceus, Lolium MTJCAL l2KML!!!ffiEMP CHECKED BY o C multiflorum, and Panicum clandestinum. Apply seed mix w NTS at o rate of 2900 SF/pound. NTS TEJ Of SHTS c — U U =1 � m STANDARD MANHOLE FRAME AND COVER No. DATE REVISION BY SEE 202.7.1 AND 202.8.1 1. 04/07/04 LIGHTING DETAILS SD TO INCLUDE "SEWER'. 30" 8" MIN. ADJUST TO GRADE WITH NO LESS RAISED DIAMOND DIAMETER THAN 6" AND NO MORE THAN 12" SURFACE DESIGN `D o OF CONCRETE BRICK MASONRY. ! FRAME TO BE SET IN A FULL �� BED OF MORTAR. PVC PLUG PVC MAIN SEWER 5" MIN. ZRI FLAT SLAB TOP FOR (2) PICK HOLES REQUIRED PVC BUILDING SEWER - - _Q.- - SHALLOW MANHOLES yo C r+l C rrr cn_ SEAL ALL JOINTS WITH APPROVED o - --- -- -•---- -•-- - PREFORMED BIT. JOINT FILLER •.`1 O MINIMUM 0.12 SO. IN. OF STEEL A N A T PER VERTICAL FOOT, PLACED ACCORDING I LONG SWEEP 45' BEND TO ASTM SPECIFICATION C 478 0 48"t1' DIA. SEE JOINT DETAILS BELOW PLAN gR• CONC. PLAN BST. CONC. IN kO READ SEWER* 1 I I 45. WYE I TOP COURSE TAR PAPER TOP COURSE , iv -� INVERTED ARCH WITH HARD a 5' MINr-A . CLAY BRICK LAID ON EDGE 31 3 a' 3 4" ,R M PROPERTY LINE O MAX SHELF OF STR CTURE TO BE . -,k L 6" HEADERS LAID FLAT s't"et i•�•Y •';r �.%:'c ' ^'� I IFT UP TO PLAN `� I ra• •r. f �10' FROM COVER TO BE EQUAL TO a To -BRICK BRICK CHIPS OR CRUSHED STONE "LEBARON L32C19" 1�I?" HOUSE. FT $"/ I AND MORTAR SECTION A-A �� I INSIDE 10 FT MANHOLES 30 MANHOLE COVER I 6 SECTION C-C NX& ALTERNATE 5" MIN. 0.80 OF 0.lip, 13 3 4' 2" GATES W2.8., EXIST GRADE TEE WYE 1" CLEAR PIPE D1A KOR—"N -SEAL ( CONCRETE COLLARS OR EQUAL B00 N.T.S. 11 I B J LOCATION STAKE 4' MIN. COVER 1 1 2" MIN I 3" MIN. NOTE: CONCRETE COLLARS ARE NOT REQUIRED FOR LESS THAN MIN. MUST BE 3 3� r-I �13/1s" MIN, TYPE C OR "COL" PRECAST CATCH BASINS APPROVED BY F7A A 1 4" PER FOOT CITY ENGINEER 45. LONG SWEEP 45' BEND 1 t 2" MIN /4 SECTION B-8 45' WYE SECTION_- A-A MAN!-�QLE STEP (MINIMUM) PVC MAIN SEWER 3" MIN, DROP FRONT DESIGN f 1" CLEAR FILL IN VOID BETWEEN SEAL AND BRICKS CAST IN WALL I (UP TO SPRING LINE) DIA. PVC PLUG .JOINT DE16IL5 STANDARD SANITARY •8 DIA. , PVC BUILDING SEWER SEWER MANHOLE SECTION 202.6.1 NOTES:. BUILDING SEWERS SHALL BE 4" DIA. EXCEPT CHANNEL DEEM s- AS DIRECTED BY THE ENGINEER "'tr CATALOG STREETWORKS' 2. LOCATION AND DEPTHS OF BUILDING SEWERS COOPER UC TING LUMARK' la W- TO BE DETERMINED IN THE FIELD BY THE ENGINEER APPLICATION t"aCl"ICATIOIf T"ATCRti REAENPrfON SPECIFICATION NATURES _ �""�— FRAME TO BE ER4 X TO SSEC31ON A-A TTrlaarlatt Oaaa♦•a■Y a-xaraln■ R-Mwrtey Oyde.. "LEB MAN LC of pnuu TI,aoYN,NArr A.-xe.afaa s-a..r „ "LEBItItON I.C32$" � avaa ro,YuaT roa aY«ralarn■raaNA aetrar"wnariwl4nl For,r"d anrnlnurn hatdn■ Fwnwd alumtnwn door has mrrrwasddpmnlum OlaeaN ONO,III mheLx4q Cott 6am«RNad Tq any Lrrdal 'PQ dlaaAbudort 6y utlllTkpa YrElh tlaerlpad lEYlaln" hwPdwT hL•Oaa.e"PEw Lw•mL.Amlkltm.I,a UIIIM.d hl alclslatdraldRk {tAfaa,.V!`k,Yd»uls on Rd" _ BUILDING SEWER CONNECTION a aamMaamumrsv~1• kdwke,w"d foams for I�CNrYrI■atxalAs and k nrish" hatxYa■O«aalNcah plain Iran» FRAME dC CONER�'SSl LBS p MALWItuaoo-mennur atr,r.*kw%,SwAs k pohraxar pa�Wartroal Sam Ut iM RLad for vat POIY+Kar PaWaroa,r. awarfWwwritsmmodaLa ^C. `� x^ � �! 6,ralmoal aR/Jmat er bolerlarllA OtharfkWl (SPldaf rnourrf lstR h�&ad Y lc wk,".CSA C"ftd ■-RPaleal■T.laa, belkPaY11Ywboee.m*Or �P ,I 30 MANHOLE FRAME m"dtYn air RgnWrp tdon avaR.bl'ColtwkTvrw dead. lYEeWen+ItRtaklYfo,Ylla{aad h6Pl,LL Iran!»mounadm .. ,.� � a■pteadora u.L■sow krweT 90"wied■Rapr«a"a,H �,' A►"uCATIOx vl{or avaam dN.w ttltl dar+, ,•°0I`0On'L•ibo,L n eN - S )� T,� .�, sy N•T.S. IaW,k,"-CBACartlt.d opdolalfiff"tAukek ■-L.ar pnummrv,eL ANSI CY Ismparad,�latN. - Canlpaaatai■n aanM and our.slkranatlnp plate attl RAlafraaLar T,eaad RpAL P WM oxoxwI M f N.T.P w•apapalaarra la4Rt. S .. �:.�; alllfaOL Of i o"itLpwWJ4xft "Pot Pllap t l:u• \pa BOA ►-rAeuerin - wallow mftcw - •�•� t.x.0 awwrefapla«orarm GSGALLERIA rllr.FYtdLw�..rmaNNe ,d, en aut�ara OPGLASS-PAK �'� p �ihribana.wdm mautKM,p. AREA LIGHT aflow wupa,,,,mrasp""a" pwNd,la '� OS, SSSSqUp�pn, fadtdw and eseft viva. � roue soar Ardx■RA■■lu.aro.�y+nmr..nrYl ° ��•4�N� STRAIGHT STEEL - xl a M.s-4 7«ram C-N•x.rror 1 O 0•!7■* T OpIAI and Na"npadlamp un xis■ri.+aera Soslrr t fafaCMr In raxlallxnp OriKA al.ul xN1Oa x MK«aOIIH a CruTelr slamimenrM�tar' l «« ,1` sS r� �• �� ■ f�a x.■eeYar..Irt norhataIlrnpurdla. wALL�OOxrT R AREA Sou"R mA,Qxr Aa LVYINAIRE WgINA1RR S OO Q!v ��ish' taEL a""adtK ' NANenoLE Ira«1"r,Ar.e,R aN"fM TlNlndn«.I e,-IIW A"tOeYAa�uL ularr."r.a :J o ��O ■ Eww w'rNIA'arAwa. 4b �"pm"COLORS I—L^•1~ �I�M"~/TA�If d{'ALRs .`Q�'� �.)�e�' wrrw IxrP"T n,{ALRd ,rrvnnr.fAw"" NOTES: OIMRelrOnt LfOLlxTIMO OETA,L rLp,R,.,ax"artalolrrLrr iYOala - ___ 7aWRHNfF■.VAM ■IMlx{IONi POL■aPRWn"ATlOxa court ,r,ara rauxr NNRA"iaraarl aNt..,e 1gwKftf "w wA1 1 • ADD SCORE LINES C�? 5'0" SPACING. CLLLS!wa lax,red•Ylra ,aps"a-lis owri 7•-AiTMOwrae MNPYp E•••AsnrAaee lX.r O'aNaL t-•IYMrrYgtprASTMASIE EM f••- VMft y,boa rMASlYAiMYaMmrer. anM.ThnlraYtllla PlkW wbI R�ILb.rll'Rrl e^•1Wd"YY Ezra C[I■a •�Palr'lOrf pa•A,r.aaL wwla�'i•tl rr.r i.,ora.r LT"••'y .+`w - f� �„P d�•N II r IrYt irlln sw_w qT r.glaP 7,ww.ar -•wMwa'Irn,anaurA. am.r.I.e Ain q.tlr ] ._ wNiiasrrtwillow of2rwnl Parr ana la t'R1 E pa•rW I"ea rcrall•(ps..al —iL.` IaRY IP!1""M1MLr Iot•"N—L-CMR•rrlSOM. OOR.{'ImStnrr91,Yd�Io,1•IA p,,,,,•,I ""• LeRa.A•,rlwwwa "SOIL � ' " �' ,,.,,�„��.,�,., 2. GRANITE CURB MAY BE SUBSTITUTED WITH POURED CEMENT Q ow . J I m-" " ., CONCRETE WHERE DESIGNS ARE SUBMITTED TO AND APPROVED C\j rworee LTDllfllp Coom tmmTx17 .EYN,CaL1 t COOM LLONTIMO ApMpa to BY DPW. Cks LIGHT POLE S-1 LIGHT FIXTURE S-1 LIGHT FIXTURE S--2 4 NTS NTS NTS WHEEL CHAIR RAMP 1 1/2" BITUMINous CONCRETE TOP COURSE N.T.S. NOTE: WITH THE EXCEPTION OF 2'_&" LIGHTING INFORMATION, ALL DETAILS ON 3 1/2" BITUMINOUS CONCRETE BINDER COURSE PERMANENT THIS SHEET WERE PROVIDED AND HYDRANT TEMPORARY REQUIRED BY THE TOWN OF AGAWAM, MASSAC H USETTS. CONCRETE COLLAR SEE SPEC SAWCUT TEES BENDS o PLACE AROUND VALVE EXISTING JACK HAMMER OR SAWCUT SAWCUT o PAVEMENT EXISTING TEES L, TEES L,• TEES LP TEES L, BENDS L BENDS L BENDS L BENDS a BOX PRIOR TO FINISH - EDGE FOR TEMP. PAVEMENT PAVEMENT PAVING. SEE CONC. 6'x6'x6' 13' 0' 10'x10'x6' 4' 0' 12'x12'x6' 7' 0' 12'xl2'x12' 33' 0' 6' 11 1/4 2' 0' 6' 22 112 4' 0' 6' 45' 8' 0' 6- 90' SHEET TITLE: COLLAR DETAILS I I 81x81x6' 10' 0' 10'xI0'x8' 16, 0' 12'xl2'x8' 13' 0' 8' 11 1/4 2' 0' 8' 22 1/2 5' 0' 8' 45' 10, 0' 8' 90' N 10, 900 00 ItN ' 8'x8'x8' 20' 0' I0'xIO'x10' 21' 0' 12'x12'xI0' 22' 0' 22 1/2" t, 12 '1 1/4 3' 0' 12` 22 i 7' 0 12' 45' 14' 0, 12' 90 w- N 1 PROCESSED GRAVELS COURSir-' L,.-TWAL LDAFM XTWmf FMST JOWS ON EMU PILE OF TEE Lw TILE RUL . A . , a DETAILS ASPHALT ': COMPACTED INS LIFTS CURB .;(FtOWA9LE FILL (FULL DEPTH MAY BE,`, `-xEglua IN�oulRts r■sTPAnca rlx Ln�m REQ'D eY DPW SUPT). TEES -- HYDRANT BRANCH L p TEES L,. TEES Le TEES LI. TEES Lr 18' 0' PROJECT AND LOCATION: •` i ASPHALT PAVEMENT 12" MIN, 6'x6'x6' 20' 0' 10'x10'x6' 12' 0' 12'x12'x6` 10' 0' 8'x8'x6' 15' 0' 24' 0' C_ MICROTEST LABS INC■ SEE DETAIL OR LIMITS OF L,.•TOTAL LENM■Erred r=T JMNn ON CrrWO SITIE OF TEL EN THE W-K L L 29r 0' DISPLAC M I VALVE BOX PAVEMENT GRAN LAR MATERIAL L, 34' 0' FACILITY EXPANSION CM PLACE 1/2" C.Y. COMPACTED IN 12" LIFTS c 6" VALVE z MIN. WASHED OR ` o TYTON JOINT .5 BROKEN STONE NOTES: PREPARED FOR: AROUND HYDRANT M ICROTEST LABS, INC. o DRAIN �T.'Y 4, 1: TEMPORARY PAVEMENT OVER TRENCHES IN STREET' TO REMAIN FOR A MINIMUM OF 60 DAYS. TEMPORARY PAVEMENT 3" BINDER In .• • T ..�Y , COURSE 1N ONE LIFT -- COLD PATCH KNOWN AS ` QPR11 MAYBE USED 104 GOLD STREET C3 ''. •::":`•:�' WHEN TYPE I-1 IS UNAVAILABLE. REDUCERS AGAWAM MASSACHUSETTS 2. REMOVE TEMPORARY PAVEMENT AND REPLACE WITH PERMANENT LEGEND_ clo e•;`�j PAVEMENT PIPE REDUCTION SIZE L 12' T❑ 8' 38' 0' ® THRUST RESTRAINT . BAYSTATE ENVIRONMENTAL CD m 3. PAVEMENT THICKNESS 70 BE 5' MINIMUM, OR GREATER TO MATCH 10' TO 8' 21' 01 FIELDLOK FIELDLOK ® GATE VALVE CONSULTANTS INC. o EXISTING I CONDITIONS. GASKETS GASKET NOTE Si 8' T4 6' 21' 0' Civil Engineers Environmental Scientists 4. WHERE PAVEMENT IS CUT 2'-0" OR LESS FROM EDGE OF ROAD, THE ABOVE CONDI7D7NS ARE BASED ON THE FOLLOWING MiAIIMUM ASSUMPTIONS. L•+onRar r1EpulNn RtsT■Aoan iV!LD16111 n 6" D•I. NIPPLE IF CONDITIONS DIFFER, CONTACT TOWN ENGINEER BEFORE PROCEDING. 296 North Main Street 290 Roberts Street, Suite 207 a HYDRANT TEE REPAVING TO EXTEND TO EDGE OF ROAD. A, DEPTH OF PIPE IS GREATER THAN OR EQUAL TO 5 FEET. < PE X PE B. FOR HYDRANT TEES, BRANCH LENGTH IS ASSUMED TO BE GREATER THAN/EQUAL TO 7.5 FEET. L fast Longmeadow, IwIA 01028 East Hartford, CT 06108 FOR TEES, BRANCH LENGTH IS ASSUMED TO BE GREATER THAN/EQUAL TO 18 FEET. BEC PROJECT NO. SHEET No. r, NOTE. WHEN HYDRANT IS WHERE WORKING SPACE IS LIMITED, 5. EDGE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACT( C. LAYING CONDITIONS AND SOIL, SIMILAR TO THE FOLLOWING (TYPE 3), ON TE END OF THE LINE © "FIELD LOK GASKET" AND APPROVED BY D.P.W., M.J. SHOE COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH. ` \ - OF 03-0508 lisntty consolidated softA'g 1"- REQUIRED ON PIPE UNTIL WITH RETAINER GLANDS TO BE USED HERE 4' rain Loose soil `� SCALE � >. 6. EXCEPT AS OTHERWISE DIRECTED BY THE D.P.W. SUPT., THE EDGE �' THOMAS �y\ a 21 O OF PIPE ARE o c v RESTRAINED (PRIOR TO OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED WITH SOIL SHALL BE OFI SILTS OF MEDIUM TO LOW PLASTICITY WITH SAND OR GRAVEL. E' r, AS NOTED REDUCER). JENKIMS, JR. .� INFRARED EQUIPMENT TO SEAL THE JOINTS. LL < 5U, 25 - 50 % COARSE PARTICLES CIVIL S. y DATE d: No. 36450 JAN• 2004 A Q @ HYDRANT DETAIL PERMANE PAVEMENTsGIST DRAWN W Cn pf.4 N.T.S. REPLACEMENT DETAIL THRUST RESTRAINTS -- FIELD LOK GASKETS EDM a CHECKED BY 0 LL N.T.S. r TEJ OF SHTS Z� m u u 98'-0"OVERALL WIDTH NEW BUILDING BEYOND BioMetics PROCESS ENGINEERING -VALIDATION 46'-0" ARCHITECTURE -GMP CONSULTING OVERALL WIDTH OF MECHANICAL PENTHOUSE BEYOND 300 BEAR HILL ROAD,WALTHAM,MA 02451 Phone:(781) 684-8331 Fax:(781) 684-8335 T.O. MECH. PENTHOUSE ROOF ELEV: 33'-1" (181.41') T.O. MECH. PENTHOUSE SLAB ELEV: 18'-1" (166.41') liki I 1 � I I I T.O. EXISTING ROOF Ak ELEV: 14'-5" (162.74') IRV GRADE LINES INCREASES IN HEIGHT TOWARDS REAR OF BUILDING, REFER TO SITE PLAN FOR DETAILS T.O. NEW FLOOR SLAB T.O. EXISTING SLAB ELEV: 0'-0" (148.33') I ELEV: 0'-0" (148.33') 17 — — — — — — — — — — — — — �1 ----------------------------------------------------------------------------i, 18'-0" 80'-0" NEW ADDITION BEYOND OVERALL WIDTH OF EXISTING BUILDING PROPOSED SOUTH (GOLD STREET) ELEVATION SCALE: 1/8" = V-0" INSULATED METAL"ARCHITECTURAL" WALL PANELS INSTALLED ON UPPER PORTION OF NEW WALLS 172'-0" OVERALL LENGTH OF NEW ADDITION 113'-7" T.Q. MECH. PENTHOUSE ROOF OVERALL LENGTH MECHANICAL PENTHOUSE BEYOND ELEV: 33'-111 (181.41') jW Z F. q �V � F- W � �' ROOF MOUNTED ROOF MOUNTED W \ HVAC r EQUIPMENT O HVAC EQUIPMENT T.O. MECH, PENTHOUSE SLAB I il 111111111111111111mmm I I I III . ELEV: 18'-1" (166.41') RETAINING WALL AT REAR OF NEW ADDITION SHOWN BEYOND IL JUDE 011 T.Q. NEW FLOOR SL ELEV: IDA" (148.33') .._..--..--.----------------------------------- --------------..--------------------------------------------- --------------------------------------------- ----------------------------------- TINTED AND INSULATEb WINDOWS TO SPLIT FACED CONCRETE BLOCK KNEE WALL MATICH EXISTING BUILDING AROUND NEW ADDITION WALLS TO J1 wT/-11 rVTc TT1.}/` AI III PROPOSED 'WEST ELEVATION - PART 'A ' SCALE: 1/8" = V-0" 172'-0" OVERALL LENGTH OF NEW ADDITION RELEASED FOR A 1/28/04 LANNING BOARD MEETIN6 PPS RRS ZLL REV DATE DES CHECKED APPV'D Z . CRIP ION BY BY O —H -' FACILITY EXPANSION %C V 138'-3" for w 4 EXISTING BUILDING M I c ROT E ST LABORATORIES, Inc. METAL PANEL SIDING ON EXISTING Agawam, Massachusetts BUILDING TO REMAIN IN PLACE This drawing contains proppriety information belonging to BioMetics,Ync.,and shall be used only for the purpose for T.O. EXISTING ROOF which it was issued. It shall not be copied,reproduced ar otherwise used,no shall such information be furnished in whole or in part to others except in accordance with the ELEV: 14'-511 (162.74') terms of any agreement under which this drawing was issued, or with prior written consent of BioMetics,Inc.,and shall be returned upon request. PROJECT NO: 321 DATE: 1/27/2004 DRAWN BY: RRS CHECKED BY: PPS SCALE: 1/8" = V_al DRAWING TITLE: Ll PROPOSED EXTERIOR _ BUILDING ELEVATIONS T.D. EXISTING SLAB ELEV: 0'-0" (148.33') ----------------- --------------.------'.-------------11--- —,. ———————————————————————————————--- — — — — — — — — — — _ —... — — — — � � — — — —..,. _ ..� — — — — � — — — — — — — — — — — — — — — — — — — ^� — — — — — — —I� DRAWING NUMBER: SPLIT FACE CONCRETE BLOCK ACCENT ON PROPOSED WEST ELEVATION - PART ' B' EXISTING BUILDING STREET SIDE WALLS A 3al SCALE: 1/8" = V-0" FILE NAME: 321 A3.1 A B C 52'-0" 44'-AII , FOYER EMPLOYEE ENTRY EXECUTIVE RECEPTION EXECUTIVE OFFICE#1 OFFICE#2 ADMINISTRATION I N 2,600 SF MEETING LATERAL FILING CABINET AREA OFFICE#1 ROOM CUBICLE#1 CUBICLE#2 rill 8 ------------- ----------- --------------- --------------- OFFICE#2 F CUBICLE#3 CUBICLE#4 EXECUTIVE OFFICE#3 CUBICLE#5 CUBICLE#6 OFFICE#3 �O I N ------------- ------------- k CUBICLE#7 CUBICLE#B FOFFICE#4 7 - - - EXECUTIVE - IATERALFILINGCABINETAREA - - - - - - - - - - - - - - - - - OFFICE 94 - 0 COFFEE oc - V :o ADMINISTRATION N SUPPLY ROOM � CONFERENCE ROOM O Q Lu FUTURE t' GMP AREA Q 4,500 5F BREAKROOM STORA6E b ----------------- rmfl —4—- - - - —n--- :3 1 1 BREAK ROOM/ TRAINING 600 5F DOCUMENT CONTROL 470 5F 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I N I N MATERIAL CONTROL 1,242 SF uP 3 1 R - - - - - - - - - - - - - - - - - - - - - - - - - - ANALYTICAL LABORATORY 600 5F N SAMPLE VIROLOGY (QUARANTINE LABORATORY 4STE 500 SF 680 5F ELEC. - - - - - - - RVI - - - - - - - - - - - - - - - SECE c I LABORATORY EXPANSION AREA 430 SF 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHIPPING & RECEIVING N I I N N EXISTING SPRINK. WAREHOUSE OFFICE RISER EXISTING LABORATORY f 1,100 5F ROOM �..� k EXISTING STORAG EXISTING EXISTING GLASS CLEANING MEDIA PREP EXISTING OFFICE A p n p A �'�sS�° c ,1 �• , !� m moo#.+ a Z z Z O o p o��v y L' v o =W C �1r��aN.3 o �o 03 a W 3 T I. 70 �jrtfloQ�i wf. Q W� m � • m r � m r A w � � 7O O M N N kp•° a 7 r■■r m TZ OO Z v y �y " pC r� n ,V ,"", ��N �� • IE a Qao 3 C/1 0 2790 9-0a ■ v BioMefics PROCESS ENGINEERING •VALIDATION ARCHITECTURE •GMPCONSULTING 300 BEAR HILL ROAD,WALTHAM,MA 02451 Phone:(781) 684-8331 Fax:(781) 684-8335 .-� X X I I 1 1 I I I I I _ _ _ _ _ _ _ _ _ _ _ - _ _ a 0 I Z I I I 1 I I r----- I U i i o I 1 0 o� i I J f+ I I �y LU I I 1 V Z �_ I i v LU I I LU I W ° I z I I I I L-------J I I I 1 O I 1 I I I —11,31 4w I I I I I I ff 1 tj f H11 HHIEHHHHHHHHHHHHH � l I _ _ _ _ _ _ _ _ _ _ _ _�_ . _ I I I I I I I I I I 1 I I I I I I I I I f 1 I 1 I I I I I I I I 1 I98I I I I 1 I V I 1 I I `i- I f I I I I NO 6d LjI I I I I I f I j I I I 1 I I f I I I I ! I I I 1 I 1 1 r I I 1 D I I I I I I ( REV. DATE DESCRIPTION CHECKED APPV' BY BY FACILITY EXPANSION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - -— for MICROTEST I I I I f I LABORATORIES, Inc. I I I I Agawam, Massachusetts This drawing contains proppriety inforrnatian bebngirg to BioMetics,Inc.,and shall be used only for the purpose for which it was issued. It shall not be copied,reproduced or otherwise used,nor shall such information be furnished In whole or in part to others except in accordance with the terms- ! or with of written consent of B oM tics,Inca nd shall be ON 00 %O LO N returned upon request. PROJECT NO: 321 DATE: 1/12/2004 DRAWN BY: RRS CHECKED BY: RRS SCALE: 1/8"=1'-0" DRAWING TITLE: 15,000 S.F. EXPANSION MECHANICAL MEZZANINE DRAWING NUMBER: NOR T A In2 FILE NAME: 311 Al2 A