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8856_SITE PLAN - ACE PRECISION - LOT 1 ACE PRECISION WAY131�) 5L S, I I-e PIC, L.oi' t ACc-f pre c -� s Ion, WN-� PLANNINGBOARD TOWN OF AGAWAM 36 MAIN STREET AGAWAM, MA 01001 TGE Realty, LLC P.O. Box 308 Agalvain MA 0 100 1 k"r v -r c IC I R�—ORH TO BENDER ATT *T=D - NOT KNOWN Ui%AS:-F- TO FOff, WADD A NK 3 C: 01981i.113799 k!844-0374S-22-4-7 IC's V1, 0 6 -- ED zz'm a 'Hild'Ifflid till Ii Town of Agawam Planning Board 3`6 Main Street, Agawam, Massachusetts 01001.1`801 Tel. 413.726 9737 Fax 413-786.9927 May 18 2018 Ace Precision, Inc. 1123 Suffi--ld Street Agawam, MA 01001 Dear Mr: Elias: At its duly called meeting held on May 17, 2018, the Agawam Planning Board approved the site plan entitled "Proposed Industrial Development, Lot I Ace Precision Way, Agawam, MA, as prepared for Ace Precision, Inc.", prepared by R. Levesque Associates and dated April 16, 2018, revised 5115/18 with the following conditions: 1) The attached May 1, 20`18 Engineering Department comments (includes February 14, 2018 comments) are to be addressed; 2) The following landscape maintenance note is to be added to 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"; and 3) the landscaping plan shall be revised to show four additional arborvitae arranged along the eastern property line in the area of the two proposed Douglas Firs, in a southerly direction, to provide additionalbuffering from headlights on the new street. Three revised landscape plans are to be submitted. If you have any questions, please contact this office at 786-0400, extension 8245. Sincerely Mark R. Paleologopoulos, Chairman AGAWAM PLANNING BOARD C: Building Inspector, Engineering Dept., R. Levesque Associates, Town Clerk, File TOWN OF GAM Department of Public Works 1000 Suffield Street Agawam, MA 01001 Tel (413) 8210600 • Fax (413) 8210631 Chriatapher I Golba • Superintendent MEMORANDUM To: Planning; R Levesque Associates, Inc. CC File From: Engineering Division Date: May 1, 2018 Subject: Site Plan Set — Ace Precision Way Lot 1 Per your request, we have reviewed the Site Plan entitled "Ace Precision Way — Lot 1; Prepared for: ,Ace Precision, Inc., 1123 Suffield Street, Agawam, MA Prepared by: R Levesque Associates, Inc., 40 School Street, Westfield, MA; Sude: l"=40'; Dated: April 16, 2018" and we have the following comments: 1. After receiving a letter of concern from a resident at;64 Zachary Lane, Engineering recommends; taller arborvitae or other means of buffer between the proposed building and residential neighborhood. 2. See attached memo regarding the Definitive Subdivision & Site Plan Set, dated February 14, 2018 which may skill apply. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions, please do not hesitate to contact this division. Sincerely, e &\SPN480 AGBP EOMONWAY-1746wAffir3d*ftct]..xmo6,M1&doc 94-da, Michelle C. Chase, P.E. Town Engineer TO" OF AGAWA Department of Public Works 1000 Suffield Street * Agawam, MA 01001 Tel (413) 8210600 & Fax (413) 8210631 Christopher J. Golba Superintendent; MEMORANDUM To Planning; R Levesque Associates, Inc. CC: File From: Engineering Division Dow: February 14, 2018 Subject: Definitive Subdivision &t Site Plan Set-- Ace Precision Way —1123 Suffield Street Per your request, we have reviewed the Definitive Subdivision and Site Plan entitled "Ace Precision Way; Prepared for: Ace Precision, Inc., 77 Melh9L Avenue, Springfield, MA; Prepared by: R- Levesque: Associates, Inc., 40 School Street, Westfield, MA; Scale: 1"-40'; Dated: January 2, 2018, Revised: 2/12118" and we recommend approval with the following comments that have been discussed and understood by R. Levesque Associates, Inc.: 1. A bond is highly recommended for all outstanding work in the roadway before building permits can be issued. This will ensure that the roadway and utilities are completed per approved plans while allowing for building construction to begin. It is also recommended' that if the developer does not want to issue a bond, all proposed site and road work will need to be completed before any C.O. is issued. Note that at a minimum, water mains, sewer mains, drainage lines (for the roadway stormwater runoff), detention pond, and base course of pavement within the proposed roadway must be installed prior to issuing a building permit. 2. Engineering recommends that a private association be created for future maintenance of road, utilities, and detention pond for all parcels. Engineering reserves the right to make additional comments as new information is submitted If you have any questions, please do not hesitate to contact this division: Sincerely, i Michelle C. Chase, P.E. 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U V7 U C3 0 m J p }�+C/Y7 C 0 _ o o LL @ U E z LL LL c :� D iv EO LLIW }.. _ o o. 3 Z CD i m':. - ,:C W �i:E a'::E U w :E �::c ` °' o::U e LL a e W _._ > C7 Z cc � a U E O N CO p P a M � LZI �rrr ¢Qoo N W aQ U o I--N ¢ j lL W ¢ LU U- a J W N U o r-, s TOWN OF AGAA Office of Planning & Community Development 36 Main Street, Agawam, MA 01001 mstrange u*agawam.ma.us SITE PLAN REVIEW PROJECT: Ace Precision Industrial Development DATE RECEIVED: November 20, 2017 FILE NUMBER 8845 MEETING DATE November 28, 2017 APPLICANTINFORMATION 1. Name of Business: Ace :Precision, Inc. Address: 77 Melha Avenue, Springfield, MA 01104 Telephone:. (413) 316-0177 E-mail: sbspaw77@grnail.com 2. Owner: TGE Realty, LLC Address: PO Box 309, Agawam, MA 01001 E-mail: sbspaw77@gmail.com 3. Engineer R Levesque Associates, Inc. Address 40 School Street, Westfield, MA 01085 Telephone: 413-568-0985 E-mail: robl@rlaland.com PLAN REVIEW CZ) M vu)hv � S��oo � �u�l►� (D Co t t )IECt(Q Description of Site & Pro ect: The applicant, Ace Precision, Inc., is an fl4S UR0Mo,.(, internationally -recognized supplier to the aerospace, power generation, and defense industries Ik*A with manufacturing capabilities encompassing all areas of metal fabrication, joining, and coating. I'fArA'I The subject property is located at 1123 Suffield Street and currently contains a manufacturing building with a detached garage and associated parking lot. The application proposes to remove the existing building and construct three new industrial buildings with I0,000sf, 11,250sf, and 15,000sf footprints. The subject property is currently one parcel zoned Business A. CA- we P 51 ll. N-R a2 1 704- Title Block (Street Addr., Applicant's Name & Addr„ Scale, Name of Preparer of Plan): OK Scale: F = 40 feet Topography of Site & Adjacent Lands: The subject property slopes away from Suffield Street toward Tarkill Brook. A Bordering Vegetated Wetland (BVW) is located on the southern portion of the property. Surrounding parcels are a mixture of businesses and residences. Provision for Traffic Flow: The existing site contains two curb cuts on Suffield Street. The applicant is proposing to close the southernmost curb cut and to improve the northernmost curb cut for the main entrance into the site. According to the town: code, all curb cuts must be clearly defined with widths and radii noted on the plan. Radii must meet Town standards. Parking lot and site traffic flow must be clearly noted with signs or other methods if it is to be maintained as a one-way. Parking Areas, Loading Areas & Deliveries: According to the town's Parking Guidelines, "Service Industrial Buildings" should provide i parking space for every 500 feet of gross floor area. Proposed Building 41 (15,000sf=30 spaces) has 68 spaces. Proposed Building #2 (11,250sf=23 spaces) has 31 spaces. Proposed Building #3 (10,000=20 spaces) has 40 spaces. Parking areas are sufficient. Combining the more stringent requirements of the Americans with Disabilities (ADA) and the Massachusetts Architectural Access Board, handicap accessible spaces should be at least 8 feet wide with level access aisles no less than 5 feet wide. Further, parking lots with 26-50 spaces must include, at least, 2 handicap accessible spaces; and lots with 51-75 spaces must include, at least, 3 handicap accessible spaces. This plan also meets those requirements. Loading areas & deliveries? ' No Nj0 'S OLD _ w4AA,"- " R5 - `p > 4 5 Del S r E l3UJ(, 1 Cast `Tt) S f Fps Drainage: Please see Engineering Department comment. Public Utilities (Sewer, Water, Gas, Electric): Please see Engineering Department comments. Landscaping/Screening and Buffers: All landscaped areas are to be designated on the plan. These areas are to specify species type and size. 6— 5-1, ►N Also, 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: Details on elevation must be shown. _%> Exterior Li htin_ : A lighting contour plan is required with type of lighting, cut sheets, and specifications. All lighting :must be shielded. U o)u� CA91W 0 / ITM Rendering or Elevations (including all mechanical facility support ;items originating from or terminating on the building exterior): Colors and textures must be provided. -fO Location & Characteristics of Proposed Screening, Fencing, or Other Buffers:; Dumpster Location: All dumpsters must be fenced, screened and gated. Snow Storage/Removal Location of Wetlands, Streams, Drainage Swales, and Areas Subject to Flooding: Hours of Operation: Other Comments or Concerns: Town of Agawam 36 Main Street Agawam, Massachusetts 01001.1837 Tel. 413-786-0400 Fax 413-786-9927 TO: Mayor Richard A. Cohen, Attorney Patrick Toney, Town Solicitor; Alan Sirois, Fire Chief; Jake Dushane, Fire Inspector; Police Chief Gillis; Sgt. Steven Grasso, Safety Officer; Chris Golba, DPW Superintendent; John Decker, Deputy Superintendent; Erik Wight, Building Inspector; Michelle Chase, Town Engineer; Kathleen Auer, Health Director; Frank Mazzei, ADA Committee FROM Mara Strange, Director Office of Planning & Community Development DATE: November 21, 2017 RE Team Meeting AGENDA Tuesday, November 28, 2017 1:00 PM Agawam DPW Meeting Room 1000 Suffield Street Agawam, MA 01001 SITE PLAN - Ace Precision — 1123 Suffield Street 71 e Application for Site Plan Approval Application, Narrative & Supporting Documents Proposed Industrial Development 1123 Suffield Street Agawam, MA (Parcel ID: 162 14) Applicant: Ace Precision, Inc. 77 Melha Avenue Springfield, MA 01 104 Owner: TGE Realty LLC PO Box 309 Agawam, MA 01001 Project File #1`70809 R LEVESQUE ASSOCIATES, INC A LAND PLANNING SERVICES COMPANY 40 School Street, Westfidd MA 01085 p 413.SGS.0985 - f 413.558.098E www.rlaland.com TABLE OF CONTENTS PROPOSED INDUSTRIAL DEVELOPMENT APPLICATION FOR SITE PLAN APPROVAL 1123 SUFFIELD STREET (PARCEL ID: 16 2 14) AGAWAM, MA 01001 ITEM TITLE PAGE SECTION COVER LETTER ............................... .. .... .. 1 APPLICATION FOR SITE PLAN APPROVAL - FORM D ............................................... 2 NARRATIVEADDENDUM................................................................................ 3 LocusMAP ........................................... ... .. ... ........ 4 DEED.......... ................ . ...... . LIST OF ABUTTERS WITHIN 300 FEET OF PROPERTY .............................................. 6 APPENDIX ................_..........._.... ..... .. I SITE PLAN SET "PROPOSED INDUSTRIAL DEVELOPMENT" PREPARED BY R LEVESQUE ASSOCIATES, INc .DATED NOVEMBER 17, 2017 SECTION 1 COVER LETTER R LEVESQUE ASSOCIATES, INC 40'Schoal Strrrt, Westflsld,:MA 01085 pfbl5SB095 f413:556:098 www.rlalandcom November 20, 2017 Mr. Mark Paleolagopoulos, Chairman Town of Agawam Planning Board 36 Main Street Agawam, MA 01001 RE. Site Pion Approval Proposed Industrial Development 1123 Suffield Street (Parcel ID: Ib 2 14) RLA Project File: 170809 Dear Chairman Paleologopoulos and Board Members, On behalf .of Ace Precision, Inc. c/o Mr. Peter 'Wood; our office is herein filing an Application for Site Plan Approval to allow for the construction of three (3) industrial buildings with associated site improvements, Included herewith, you will find the original and the requisite number of copies of the application form and supplement documents. A digital copy of the plans has been submitted as required. We are herein requesting to be placed on the Planning Board's next available agenda. Should you have any questions regarding this application, please do not hesitate to contact our office at your, convenience. Sincerely, Robert M. Levesque, .RLA, ASLA President cc. Ace Precision, Inc. A LAND :PLANNING 5ERVICES COMPANY SECTION 2 APPLICATION FOR SITE PLAN APPROVAL FORM D TOWN OF AGAWAM, MASSACHUSETTS 6 W Application for Site Plan Approval Please complete the following form and return it and ten (10) copies of the Site Plan to: Agawam Inspection Services 1000 Suffield Street Agawam, MA 01001 November 2 o 20 1.7 1. NameofBusiness Ace Precision, Inc,. Address 77 Melha Avenue, Springfield, MA 01104 Phone # 413 - 316 - 017 7 Fax # 2. Name of Applica t caner TGE Realty, LLC email sbspaw77@gmail.com Address PO Box .309, Agawam, MA 01001__ Phone # Fax # email sbspaw77@gmail.com 3. Name of Engineer/ArchitectR Levesque Associates, Inc,______ Address 40 School Street, Westfield, MA 01085 Phone# 413-568-0985 Fax # 413-568-0986 email robl@rlaland. com 4. Please give -a brief description of the proposed project: The applicant proposes to construct 3 industrial buildings with associated site improvements. SECTION 3 NARRATIVE ADDENDUM NARRATIVE ADDENDUM TO SITE PLAN APPROVAL & STORMWATER PERMIT for Proposed Industrial Development 1123 Suffield 'Street (Parcel ID: 16 2 14) Agawam, MA 01001 RLA Project No. 170809 Introduction The subject property is located east of Suffield Street and is designated as 16 2 14 with the Town of Agawam Assessors Database. The applicant proposes to construct three (3) industrial buildings: along with associated site improvements as shown on the attached project plans entitled "Proposed Industrial Development", dated 1 1/17/2017 prepared by R'Levesque Associates, Inc. The property is owned by TGE Realty LLC and is recorded in the Hampden County registry of Deeds in Book 15732, Page 189. The subject parcel is 5.968 acres. A LocusMapis also included as part of this application package. Existing Conditions and Surrounding Land Uses The subject property currently contains a manufacturing building with a detached garage and parking lot utilized by Ace Precision. The property slopes away from Suffield Street towards Tarkill Brook and a Bordering Vegetated Wetland is located on the southern portion of the property. Surrounding parcels are a mix of residential and business use. The subject property is zoned Business A. The subject parcel is not located within a Special Flood Zone area according to FEMA Flood Mapping (no map was produced by FEMA for this area). ,Please refer to page EX-1 in the project plans for more detail regarding the existing site conditions. Proposed Conditions General The applicant proposes to remove the existing structures and construct three (3) industrial buildings accessed by a paved driveway and parking areas. The three proposed buildings will have footprints of approximately 10,000, '11,250, and 15,000 square feet in area respectively. Narrative Addendum for Site Plan Approval/Stormwater Permit 1123 Suffield Street,, Agawam, MA Page 2 of 2 Portions of proposed work are located within conservation jurisdiction and will be addressed through a Notice of Intent filing with the Agawam Conservation Commission and Massachusetts DEP. Erosion and Sedimentation Control The proposed erosion and sedimentation controls at the site include a stone tracking pad at the vehicular access point off of Suffield Street, silt fencing at down gradient extents of construction and additional Best Management Practices. Please refer to the attached 'project plan set for the specific; location and details of the proposed controls. Traffic & -Parking The existing site contains two curb cuts on Suffield Street. Under proposed conditions, the southern curb cut will be closed and the northern curbcut will be improved for the main entrance into the site. Paved parking areas will be located adjacent to each building. 159 parking spaces will be provided, seven (7) of which will be handicap accessible. Stormwater Mana ement A Stormwater Management Report has been completed for the site and is submitted under separate cover with this application packet. An Application for Stormwater Permit is also included in this application packet. Landsca,oin_g The proposed site plantings include a mixture of deciduous and evergreen shrubs and trees. Foundation plantings will be installed to enhance visual appeal, and plantingswillbe installed to enhance buffers between parking areas and adjacent properties. Please refer to the attached project plan set for specific location and details of proposed landscaping. For further information, please see the site plan documents. END OF NARRATIVE ADDENDUM SECTION 4 Locus MAP SECTION 5 DEED Bk 15738 Pg 189 #k17574 03-01-2006 @ 03.0 p' QUITCLAIM DEED KNOW ALL MEN BY THESE PRESENTS that, WITCHWOOD REALTY, LLC, a Massachusetts limited liability company with a usual address of 48 Rogers Avenue, West Springfield, Hampden County, Massachusetts in consideration of Five HundredThousand ($500,000.00 ) Dollars grants to TGE REALTY, LLC, a Massachusetts limited liability company with a usual address of 53 Cecile Street, Agawam, Hampden County, Massachusetts with QUITCLAIM COVENANTS Certain real estate situated in Agawam, Hampden County, Massachusetts known and numbered as 1123 Suffield Street, as more particularly bounded and described on Exhibit "A" attached. hereto. EXECUTED AS A SEALED INSTRUMENT` THIS WiYmess Witness p" DAY OF FEBRUARY, 2006. A'!Z� --"� - Aziz S. Elias, anager x✓ Deborah L. Elias, Manager COMMONWEALTH OF MASSACHUSETTS Hampden, ss. On this e2ly day of February, 2006, before me, the undersigned notary public, personally appeared Aziz S. Elias and Deborah L. Elias, Managers of Witchwood Realty, LLC proved to me through personal knowledge to be the persons whose names are signed on the preceding or attached documents, and acknowledged to me that they signed voluntarily for its stated purpose, as Managers for Witchwood Realty, LLC, a Massachusetts limited liability company.J --i Notary Public: a M_ Maleck "° - My Commission Expires, 11119110 -0� {^ PAIN M. rYi K Ai.EC u NOTARY PUBLIC COMMONWEALTH OF MASMCHUScE.M 0 n X m Lt CE MY Carr 1$110 Expires Nov. j k 2aj 0 Bk 15732 Pg 190 #17574 EXHIBIT A Certain real estate situate, in; Agawam, Hampden County, Massachusetts being shown on a plan of division of land in Agawam, Massachusetts owned by Chriscola's Farm Equipment, Inc. dated September 1985 Scale 1 50' said real estate being more particularly bounded and described as follows: Bounded Westerly by Suffield Street One Hundred Forty Five and 00/100 (145.00) feet; Southerly by land now or formerly of Julia Crawford One Hundred Fifty and 00/100 (150.00) feet; Westerly by last named land Two Hundred Twenty One and 81/100 (221.81) feet, Southerly by land now or formerly of Chriscola's Farm Equipment, Inc. Three Hundred Forty One and 97/100 (341.97) feet Easterly by land named land Seventy and 00/100 (70.00) feet Southerly by last named land One Hundred Ninety Five and 00/100 (19500) feet; Easterly by last named land Five Hundred and;09/100 (500.09) feet; Northerly by last named land and land now or formerly for Frank M. and Feliska A. Parzych Three Hundred Eighty and 00/100 (380.00) feet; Westerly by land now or formerly of Amelia Moran One Hundred Seventy Seven and 24/100 (177.24) feet; and Northerly by last named land One Hundred Sixty Nine and 00/100 (169.00) feet. Containing 259,733.59 square feet more or less; Being the same premises conveyed to the Grantor by deed of Antoine Elias and recorded as aforesaid in Book 13819, Page 589. 301112.1 2 SECTION 6 LIST OF ABUTTERS WITHIN 300 FEET 4F PROPERTY Town of Agawam . Assessor's Office 36 Main St Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 X:8704 Fax 41=726-2828 Email.- assessor@agawarn M=S November 13, 2017 Ryan Nelson R Levesque Associates, Inc. 40 School Street Westfield, NIA 01085 Dear Mr. Nelson: On November 13, 2017, you requested a Certified Abutters List for R Levesque: Associates, Inc. for the property located at 1123 Suffr ld Sheet, further'ideu ilFied as Map I06 Block 02, Lot 0014. The request was for abutters '300' from the = subject' property. The .attached list to this cover letter represents, to the best of our knowledge,. the current owners of the ,properties that are 300' from 1123 Suffield :Street. We have also attached a map shoring the subject parcel and the abutters as generated by our GIS Mapping System. Sincerely, CJ�"ll Samuel Konieczny, Chief Assessor Donna Ruccia NOV 13117 AN11:2C From: Ryan Nelson eryann@rlalandxom> Sent Monday, November 13, 201710:52 AM To: Donna Ruccio Cc: 'Jon Goddard' Subject: FW: Abutters List Request -1123 Suffield Street From Ryan Nelson[maIJto:VAl]n@AWLnA&DMJ Sent: Thursday, November 09, 2017 3:20 PM To 'Charlotte Grondin' Subjeck: Abutters Ust Request - 1123 Suffield Street Hi Charlotte, Our office is requesting a 300-foot abutters list for.1123 Suffield Street, Agawam. The parcel ID is 16-2-14. Thank you, Ryan Nelson R Levesque Associates, Inc. 40' School Street, P.O. Box 640 Westfield, MA 01085 P 413.568.0985 ext 108 P 413,568-0986' www.rlaland.com ff fA. 1123S`UFFIELD ST IE 2 14 11/13/2017 3:24:01 PM Scale 1"=550'' Scale is approximate The information depicted on this map is for planning purposes only. It is not adequate for legal boundary' definition, regulatory interpretation, or parcel -level analyses. 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N N fV N (14 N M N r-i H M N.:rt r-4 H r1 N ;N N M N (N N N CV r-1 N N N" ri m :LD LD CC:.u1 LA tD u) vl to i Ln uD Mtn Ln W . in Lo ,LD Ln..;Ln �Lb L4..fD tD o Ln to 2 LLD Lo tD W APPENDIX SITE PLAN SET "PROPOSED INDUSTRIAL DEVELOPMENT" BY R LEVESQUE ASSOCIATES, INC. DATED NOVEMBER 17, 20`17 STORMWATER DRAINAGE REPORT 0 0 Town of Agawam Planning Board 36 Main Street, Agawam, Massachusetts 01001.1801 Tel:. 413.726.9737 Fax 413-78+6.9927 May 18, 2018 Ace Precision, Inc. 1123 Suffield Street Agawam, MA 01001 Dear Mr. Elias.: At its duly called meeting held on May 17, 2018, the Agawam Planning Board approved the site plan entitled "Proposed Industrial Development, Lot 1 Ace Precision Way, Agawam, MA, as prepared for Ace Precision, Inc,", prepared by R. Levesque Associates and dated April 16, 2018, revised 5115118 with the fallowing conditions: 1) The attached May 1, 2018 Engineering Department comments (includes February 14, 2018 comments) are to be addressed; 2) The following landscape maintenance note is to be added to 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"; and 3) the landscaping plan shall be revised to show four additional arborvitae arranged along the eastern property line in the area of the two proposed Douglas Firs, in a southerly direction, to provide additional buffering from headlights on the new street. Three revised landscape plans are to be submitted. If you have any questions„ please, contact this -office at-786-0400, extension 8245.- Sincerely Mark R. Paleologopoulos, Chairman ' AGAWAM PLANNING BOARD 1, y C Building Inspector, Engineering Dept., R. Levesque Associates, Town Clerk, File s.r 0 0 Dej artment of Public Works 1000 Suffield Street Tel (413) 8210600 Christopher J Golba Agawam, MA 01001 • Fax (413) 8210631 Superintendent MEMORANDUM To: Planning; R Levesque Associates, Inc. CC: File From: Engineering Division Date: May 1, 2018 Subject: Site Plan. Set — Ace Precision Way — Lot 1 Per your request, we have reviewed the Site Plan entitled "Ace Precision Way -- Lot 1; Prepared for: Ace Precision, Inc., 1123 Suffield Street, Agawam, MA; Prepared by: R Levesque Associates, Inc., 40 School Street, Westfield, MA; Scale: 1"=40'; Dated: April 16, 2018" and we have the following comments: 1. After receiving a letter of concern from a resident at 64 Zachary Lane, Engineering recommends taller arborvitae or other means of buffer between the proposed building and residential neighborhood. 2. See attached memo regarding the Definitive Subdivision & Site Plan Set, dated February 14, 2018 which may still apply. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions, please do not hesitate to contact this division. Sincerely, =•�' W� !, SrW1fiM AMPRHOWNWAY -11nmi%Wabea\l 6-050I94m A &-24 Michelle C. Chase, P.E. Town Engineer Department of Public Works 1000 Suffield Street Tel (413) 8210600 Christopher I Golbs Agawam, MA 01001 Fax (413) 8210631 Superintendent MEMORANDUM To: Planning; R Levesque Associates, Inc. CC: File From: Engineering Division Date: February 14, 2018 Subject: Definitive Subdivision & Site Plan Set — Ace Precision Way —1123 Suffield Street Per your request, we have reviewed the Definitive Subdivision and Site Plan entitled "Ace Precision Way; Prepared for: Ace Precision, Inc., 77 Melba Avenue, Springfield, MA; Prepared by: R Levesque Associates, Inc., 40 School Street, Westfield, MA; Scale )'—=40'; ]Dated: January 2, 2018, Revised V12/18" and we recommend approval with the following comments that have been discussed and understood by R. Levesque Associates, Inc.: 1. A bond is highly recommended for all outstanding work in the roadway before building permits can be issued. This will ensure that the roadway and utilities are completed per approved plans while allowing for building construction to begin. It is also recommended that if the developer does not want to issue a bond, all proposed site and road work will need to be completed before any C.O. is issued. Note that at a minimum, water mains, sewer mains, drainage lines (for the roadway stormwater runoff), detention, pond, and base course of pavement within the proposed roadway must be installed prior to issuing a building permit. 2. Engineering recommendsthat a private association be created for future maintenance of road, utilities, and detention pond for all parcels. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions, please do not hesitate to contact this division. Sincerely, i MSF�= #IW SUFFEM silo wbo J-0=1Mdoc Michelle C. Chase, P.E: Town Engineer AGAVYRM FIRE D E PAWM E NT 800 MAIN STREET, AGAWAM, MA 01001 TELEPHONE (413) 786-0657 FAX (413) 786-1241 ALAN SIROIS, CHIEF OF DEPARTMENT afdchief@agawam.nia.us FRANK MATUSZCZAK, DEPUTY CHIEF afddeputy@agawam.ma.us JACOB'N. G..DUSHANE,-FIRE INSPECTOR afdinsp@agawam.ma.us April 24, 2018 Plan Review For: Ace Precision Way Lot 1 Agawam, Ma 01001 Dated: April 16, 2018 Prepared by R Levesque Associates, Inc.. Planning Board Members; I have reviewed the plan submitted before you for the proposed Ace Precision Way. As discussed at the team meeting for this project a -sweep path analysis is required for this site to ensure our department vehicles can access this site and its structures. At this time no analysis has been submitted to this office for approval and they are not contained within the package before you. Therefor: I cannot accept the current plans as they are lacking the required documents according to the fire code. These plans are DENIED and DO NOT have fire department approval. If there are any questions please contact this office. Fire prevention is everyone's responsibility. Lt. Jacob N.G. Dushane Fire Inspector afdinsp agawam.ma.us (413) 786-0657 EXT 8883 Brenda & Jerry ;Sibilia,:Jr 64 Zachary Lane Agawam, MA 01001 j.sib@comcastnet We are sending a Letter to ,reiterate some concerns regarding the proposed building on Lot 1 for Ace Precision 'Inc —11Z3 Suffield Street. Our concerns are as follows: • Our property value will go down as we will be staring at an industrial building right across the street from our home and if the other two building are approved this will make for a mini industrial park that will abut our neighborhood. • Noise coming from the building day and night depending on how many shifts there are, where the ventilation/exhaust systems are located, how many machines are running at one time and how loud they are. • increased traffic due to the number of cars that could be going in and out of this new mini industrial park. There seems to be a very large number of parking spaces shown on the plans. Has a traffic study been done? This is also'a bicycle route and increased traffic could be dangerous to cyclists. • Setbacks are less than 40 feet which will put this potential building and future addition on tot 1 on top of our homes. If the building(s) for Lot lare approved we are asking for full grown arborvitae bushes around the entire perimeter abutting fences and homes so that there will be tall greenery all year round to keep the residential aesthetic of our street intact and to help combat noise. Also we would like some other tall trees on the property to help act as a barrier for noise and lighting from 75 and the building(s) themselves. • Outside lighting from the buildings and the potential nuisance. How is the lighting being handled so it doesn't negatively impact our neighborhood? • Size, height and design of buildings that could potentially be looking right into abutting homes and yards. • Air handling/exhaust; coming from buildings could be odorous. Where will these exhaust systems be and what's coming out of them? • Dumpster placement and containment. How will this be handled so it will not attract animals or be an eye sore or odor issue for our neighborhood? • Chemicals/coatings use in machine shop processes? What if any are used, potentialhazards and storage? • Future addition of thenewAce Precision` building shown on Lot 1. This will be on top of our homes and will be right across the street from our home. Will this be automatically approved if Building 1 is approved or will this have to be approved separately? If separately, then will we be notified when Ace wants approval to add this addition to the building on Lot 1. • Unknown industrial business on the other two proposed sites and how this will affect our neighborhood. Flow will they work in conjunction with the building(s) on Lot 1 for all of the above concerns? In submitting the above concerns to the planning board, we would encourage anyone that has not had the opportunity to do so to please visit Zachary Lane ;so you can see what we are so concerned about. Thank you in advance for reviewing our concerns and taking them into consideration regarding this matter. If you have any questions, please feel free to contact us. Respectfully Submitted, Brenda ;& Jerry Sibilia, Jr. 0 0 Pamela Kerr From: Sent: To: Cc: Subject: Attachments: Good afternoon, Marc, Jon Goddard <jong@rlaland.com> Thursday, May 17, 2018 12:51 PM Marc Strange Robert M. Levesque; 'Filipe Cravo Pamela Kerr Ace Precision - Revised Site Plans 2018.05-1S'=Ace Precisionpdf Please see the attached plan set for Ace Precision, reflecting changes to the dumpster pads, fire access, and planting. In specific regard to the arborvitae plantings, our office discovered that there is a substantial shortage in large arborvitaes in the region — enough of a shortage that the quantity of the buffer arborvitaes shown can't be fulfilled at a substantially large size, and in any event is accordingly prohibitively priced. We wanted to be careful to show;a realistic plan while aiming to achieve some measureable screening after a few growing seasons —to that end, we are showing fast-growing, deer -resistant `Green Giant' arborvitaes for the buffer at 6-T in height at time of planting, and ten (10) of the arborvitaes can be in the 8-10' height range as spotted by us, where a more immediate effect mightbehelpful Filipe will have hard copies on -hand tonight, please feel free to forward this email on the Planning Board members.- Let us know if you have any questions, and have a ;great day — Regards, Jonathan E.'Goddard / Project; Manager R Levesque Associates, Inc. 40 School Street Westfield, MA 01085 P 413.568.0985 x103 F 413.568-0986 www.rlaland.com AGAVYIkM FIRE DERAWMENT 800 MAIN STREET, AGAWAM, MA 01001 TELEPHONE (413) 786-0657 FAX (413) 786-1241 ALAN SIROIS, CHIEF OF DEPARTMENT afdchief@agawam.ma.us FRANK MATUSZCZAK , DEPUTY CHIEF afddeputy@agawam;ma.us JACOB N. G. DUSHANE, FIRE INSPECTOR afdinsp�gagawarn.maxs May 16 2018 Plan Review For:. Ace Precision Way Lot 1 Agawam, Ma 01001 Dated: April 16, 201 S Prepared by R Levesque Associates, Inc. Planning Board Members; I have reviewed the plan submitted before you for the proposed Ace Precision Way. As discussed at the team meeting for this project a sweep path analysis is required for this site to ensure our department vehicles can access this site and its structures. R Levesque Associates Inc. has been working; hard to meet all the applicable codes and standards for this project. As of today a plan was submitted that would meet the standard. An access drive has been agreed to be installed on Lot 2 in order to meet all the applicable codes that are required. Therefor: I accept the current plans as they are currently designed which include Lot 2. These plans have fire department approval. If there are any questions please contact this office. Fire prevention is everyone's responsibility. Lt. Jacob N.G. Dushane Fire Inspector afdinsp@agawam. ma.us (413) 786-0657 EXT 8883 r Department of Public Works 1000 Suffield Street Tel (413) 8210600 Christopher J Golba • Agawam, MA 01001 • Fax (413) 8210631 • Superintendent MEMORANDUM To: Planning; R Levesque Associates, Inc. CC: File From Engineering Division Bate: May 1, 2018 Subject: Site Plan Set— Ace Precision Way — Lot l Per your request, we have reviewed the Site Plan entitled "Ace Precision Way — Lot 1; Prepared for: Ace Precision, Inc., 1123 Suffield Street, Agawam, MA; Prepared by: R Levesque Associates, Inc., 40 School Street, Westfield, MA; Scale: 1"=40'; Dated: April 16,'2018" and we have the following comments: 1. After receiving a;letterr of concern from a residentat 64 Zachary Lane, Engineering recommends taller arborvitae or other means of buffer between the proposed building and residential neighborhood. 2. See attached memo regarding the Definitive Subdivision & Site Plan Set, dated February 14, 2018 which may still apply. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions, please do not hesitate to contact this division. Sincerely, A i - 4dy'ee-� Michelle C. Chase, P.E. Town "Engineer .%\ P\fiM MZBRB=NWAY -u2bwfBdd�tn t\-v-,D -0561ium Department o Public Works 1000 Suffield Street Tel (413) 8210600 Christopher J. Golba • Agawam, MA 01001 • Fax (413) 8210631 • Superintendent MEMORANDUM To Planning; R Levesque Associates, Inc, CC File From: Engineering Division Date: February 14, 2018 Subj ect: Definitive Subdivision & Site Plan Set — Ace Precision Way —1123 Suffield Street Per your request, we have reviewed the Definitive Subdivision and Site Plan entitled "Ace Precision Way; Prepared for: Ace Precision, Inc., 77 Melha Avenue, Springfield, MA; Prepared by: R Levesque Associates, Inc., 40 School Street, Westfield, MA Scale: 1"=40% Dated: January 2, 2018, Revised: 2/12/18" and we recommend approval with the following comments that have been discussed and understood by R. Levesque Associates, Inc.: 1. A bond is highly recommended for all outstanding work in the roadway before building permits can be issued. This will ensure that the roadway and utilitiesare completed per approved plans while allowing for building construction to begin. It is also recommended that if the developer does not want to issue a bond, all proposed site and road work will need to be completed before any C.O. is issued. Note that at minimutn, water mains, sewer mains, drainage lines (for the roadway stormwater runoff, detention pond, and base course of pavement within the proposed roadway must be installed prior to issuing a building permit. 2. Engineering recommends that a private association be created for future maintenance of road, utilities, and detention pond for all parcels. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions, please do not hesitate to contact this division. Sincerely, nj ey Michelle C. Chase, P.E. Civil Engineer Town Engineer 5AV\6M #1123 SUFFMDa¢at\mew 3432141RAor . AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW DATE: May 1, 2018 DATE RECEIVED: April 17, 2018 DISTRIBUTION DATE: April 17,_2018 PLANNING BOARD MEETING DATE: May 3, 2018 APPLICANT INFORMATION 1. Name ;of Business: Ace Precision, Inc. Address 1123 Suffield Street Email sbsPaw77@gmail.com 2. Owner: TGE Realty, LLC Address: P.O. Box 309, Agawam, MA Email, sbspaw77`@gmail.com 3. Engineer: R. Levesque Associates, Inc. Address: 40 School Street, Westfield, MA01085 Telephone: 568-0985 Fax: 568-0986 Email: robl@rlaland.com PLAN REVIEW Scale: 1" =40' Date: 4/16/18 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan,): O.K. Description of Project: proposed construction of industrial building on Lot 1 Ace PredsionWay. Building footprint is 15,000± square feet with a possible future addition of 10,000 square feet. Accessory site improvements for Lot I as well as Lots 2 & 3 Ace Precision way include a stormwater management system, access driveway, parking areas, sidewalks, utility connections, landscaping, and dumpster pad with enclosure. Description of Site: Property is zoned Business 6 and is bounded northerly by residential properties, easterly by residential properties and southerly by both commercial and residential properties. Lot 1 contains an existing garage structure. Property is partially wooded. Provision for Traffic Flow: The original parcel has two curb cuts on Suffield Street. The proposed Lot i will be accessed by the new subdivision roadway (Ace Precision Way). Parking:, Parking Guidelines require 50 parking spaces (1 parking space for each 500 SF of gross floor area). 62 parking spaces are shown, three of which are handicapped accessible. Drainage: See Engineering comments. Public Utilities All utilities must be shown. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "Ail 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: not shown Exterior Lighting: All exterior lighting must be shown on the plan. All lighting is to be recessed and shielded so as not to migrate from the site. Special care should be provided so as not to impact the residential property to the north and east. A photometric plan has been provided. Rendering or Elevations: OK Dumpster Location: Enclosure for dumpster needs to be specified. Other Comments or Concerns Efforts should be made to protect the privacy of the abutting residences to the east through visual screening and/or privacy fencing. Pamela Kerr From: Tom Sroka <tsroka001 @gmailcom> Sent: Thursday, May3, 2018 8:28,AM To: Pamela Kerr Cc: Marc Strange Subject: Ace Precision project concerns Pam, please forward my concerns on to the planning board members. Planning board, after reviewing the proposed plan for this site,I am very disappointed in the lack of concern that it shows to the impact of the surrounding neighborhoods. While it's great to hear that local businesses are doing well and are expanding, it should not be at the cost of local neighborhoods. In this plan, there are next to no measures taken to help preserve the privacy of neighboring homes on Zachary Lane, which residents have become accustomed to. With no barrier between these homes and this project, residents will be subject to much higher levels of noise from trucks traveling to and from the new buildings, increased car traffic from an increased number of employees, building noise, as well as traffic noise now more audible from the busy Suffield Street. I have already noticed that traffic from Suffield Street is much more audible after the trees and bushes that have recently been cut down. This will only get worse when everything is cleared out and there is a clear line of sight between Suffield Street and Zachary ;Lane. In addition to noise, will be the light pollution from cars, parking lights, and building lights. With that said, to help remedy this situation I request that a 40 foot wide dense tree and shrub barrier be implemented along all abutting lots from Zachary Lane. In addition, I hope that we can ;also limit the hours of operation for these buildings - most importantly eliminating any activity from occurring within or around these buildings overnight. While these changes will not completely mitigate the impact of this project, they will be a big step forward in minimizing it. One other thing to note, the future addition on building 1 would cause the total square footage of the building to exceed 25000 sgft, which according to Agawam :code <exceeds the maximum allowable floor space allocated to fabricating or manufacturing in a business B zoned lot. ( htlps.//ecode360.com/6568002 ) Thank you for your time, Tom Sroka 43 Zachary Ln 9 4P Pamela Kerr From: Marc Strange Sent: Wednesday, May 2, 2018 10:55;AM To; Charles Elfman; Mario Tedeschi; Mark Paieologopoulos; Nick Pandolfi; Violet Baldwin Cc Pamela Kerr Subject: FW: Ace Precision FYI From: Guy Remillard [mailto;guyleo66@gmailcoml Sent: Wednesday, May 2, 2018 7:14 AM To: Marc Strange Subject: Ace Precision Planning Board. I have some questions and concerns in regards to the Definitive Subdivision Plans (machine shop) 1123 Suffield Street, Ace Precision. The proposed building plan #1 has a future additional of 10,000 S.F. Is this approved with the building 41 plan or is this separate? My concern is if they decide to put addition on this piece of land it will bring there building past the front of my house and everyone else's on Zachary Lane. To me this is unacceptable even if they are permitted. It's bad enough that this building is being built less then 40 feet from my property. Also I haven't heard about the used car dealership. Is this business going to continue and if so where does Elias Brothers plan on putting this business /cars? Thank You Guy Remillard 63 Zachary Lane Agawam, Mass 01001 Brenda & Jerry Sibilia, Jr 64 Zachary Lane Agawam, MA 01001 j.sib@comcast.net We are sending a letter to reiterate some concerns regarding the proposed building on Lot 1 for Ace Precision Inc —1123 Suffield Street. Our concerns are as follows: • Our property value will go down as we will be staring at an industrial building right across the street from our home and if the other two building are approved this will make for a mini industrial park that will abut our neighborhood. • Noise coming from the building day and night depending on how many shifts there are, where the ventilation/exhaust systems are located, how many machines are running at one time and how loud they are. • Increased traffic due to the number of cars that could be going in and out of this new mini industrial park. There seems to be a very large number of parking spaces shown on the plans. Has a traffic study been done? This is also a bicycle route and increased traffic could be dangerous to cyclists. • Setbacks are less than 40 feet which will put this potential building and future addition on Lot 1 on top of our homes. If the building(s) for Lot lare approved we are asking for full grown arborvitae bushes around the entire perimeter abutting, fences and homes so that there will ;be tali greenery all year round to keep the residential aesthetic of our street intact and to help combat noise. Also we would like some other tall trees on the property to help act as a'barrier for noise and lighting from 75 and the building(s) themselves. • Outside lighting from the buildings and the potential nuisance. How is the lighting being handled so it doesn't negatively impact our neighborhood? • Size, height and design of buildings that could potentially be looking right into abutting homes and yards. • Air handling/exhaust coming from buildings could be odorous. Where will these exhaust systems be and what's coming out of them? • Dumpster placement and containment. How will this be handfed so it will not attract animals or be an eye sore or odor issue for our neighborhood? • Chemicals/coatings use in machine shop processes? What if any are used, potential hazards and storage? • Future addition of the new Ace Precision building shown;on Lot 1. This will be on top of our homes and will be right across the street from our home. Will this be; automatically approved if Building 1 is approved or will this have to be approved separately? If separately, then will we be notified when Ace wants approval to add this addition to the building on Lot 1. • Unknown industrial business on the other two proposed sites and how this will affect our neighborhood. How will they work in conjunction with the building(s) on Lot 1 for all of the above concerns? In submitting the above concerns to the planning board, we would encourage anyone that has not had the opportunity to do so to please visit Zachary Lane so you can see what we are so concerned about. "Thank you in advance for reviewing our concerns and taking them into consideration regarding this matter. If you have any questions, 'please feel free to contact us. Respectfully Submitted, Brenda & Jerry Sibilia, Jr. 1t MTown of Agawam To: Engineering Dept., Police Dept., Fire Dept., ADA Comm. CC` Building Inspector From Planning Board Date: 4117/18 Subject Site Plan- Lot 1 Ace Precision Way Please review and comment on the attached Site Plan for Lot 1 Ace Precision Way prior to the Board's May 3 2018 meeting. Thankyou. prk FRom TFiE,DFSK OF... YOUR NAME TITLE TOWN OF AGAWAM 36 MAIN ST AGAwAM, MA 01001 Email address Here 413-786-0400 X Extension Fax:413-786-9927 Ah Ah MW From: R LEVES UE ASSOCIATES INC. LETTER F TRANSMITTAL Date: ril 17, 2018 A Land Planning Services Company www.riala-ad.com 40 School Stmet, P.O. Box 640, Westfield, MA 01086 413-568-0985 (0) .413-568-0986 (F To: Town of Agawam project No: 170809 Pro'ectName: 1123`Suffield street RE: Site Plan kpproval Planning Board 36 Main Street Agawam, MA 01001 Attention: Pam Kerr We Are Transmitting' to You: ❑ Under Separate Cover VIA ❑ Attached Z Plans ❑ Approval of Subcontractor ❑ Copy of Letter ❑ Specifications ❑ Order on Contract ❑ Photographs ❑ Report ❑ Original Drawings ❑ Proposal ❑ form ❑ Other Number of Copies DWGJRevJAou Date Drawing Number ` — Description �.� 10 Site Plan Approval Application 10 Plan Set - --. -CI These are Transmitted as Noted Below: ` Z For Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval ❑ For Information ❑ Approved as Noted ❑ Resubmit Copies for Distribution For Action ❑ For Corrections ❑ Return Corrected Prints As Requested ❑ For Review and Comments ❑ Remarks: Hi Pam, please contact me with any, questions you may have. Ace Precision, Inc. V Lp j4tl 4G BOARD v 0 V By: Ryan Nelson Note:- If Enclosures are not as noted, please notify us at once. 77777 _ o v Ks wg 0 Mal nS Application for Sit Flan Approval Application, Narrative & Supporting Documents Proposed industrial Development Ace Precision Way — Lot 1 Agawam, MA (Parcel ID: 16 2 14) Applicant: Ace Precision, Inc. 1123 Suffield Street Agawam, MA 01001 Owner: TGE Realty LLC P4 Box 309 RECEIVED Agawam, MA-01001 APR 17 W8 Project File #:170809 AGAWA PLANNING BOARD R LEVESQUE ASSOCIATES, INC A LAND PLANNING SERVICES COMPANY 40 School Street, Westfield, MA 01085 p 413.568.0985 - f 413.568.0986www:rlaland.com TABLE OF CONTENTS PROPOSED INDUSTRIAL DEVELOPMENT APPLICATION FOR SITE PLAN APPROVAL ACEPRECISIONWAY - LOT '1 (PARCEL ID: Ib 2 14) AoAwAM, MA 01001 ITEM TITLE PAGE SECTION COVER LETTER . .... 1 APPLICATION FOR SITE PLAN APPROVAL - FORM D............................................... 2 NARRATIVE ADDENDUM ,................................................................................. 3 LocusMAP........................................................................................ 4 DEED ................... S LIST OF ABUTTERS WITHIN 300 FEET OF PROPERTY . ............................................ b APPENDIX........................................................................................ I "PROPOSED INDUSTRIAL DEVELOPMENT" PREPARED BY R LEVESQUE ASSOCIATES, INC. DATED APRIL 16, 2018 STORMWATER DRAINAGE REPORT (UNDER SEPARATE COVER) SECTION 1 COVER LETTER R LEVES UE ASSOC ES, NC. 40 School Street. Wcstflelc. VA 0 085 p413.568.0985 f413.SG6.0986 : li c. e.u: P3alandccir. April 16, 2018 Mr. Mark Paleologopoulos, Chairman Town of Agawam Planning Board 36 Main Street Agawam, MA 01001 RE: Site Plan Approval Proposed Industrial Development Ace Precision Way Lot 1 (Parcel ID': 16 2 14) RLA Project File: 170809 Dear Chairman Paleologopoulos and Board Members, On behalf of Ace Precision, Inc., our office is herein filing an Application for Site Plan Approval to allow forthe construction of an industrial building with associated site improvements at the above referenced site. Included herewith, you will find the original and the requisite number of copies of the application form and supplemental documents. A digital copy of the -plans has been submitted as required. We are herein requesting to be placed on the Planning Board's next available agenda. Should you have any questions regarding this application, please do not hesitate to contact our office at your convenience. Sincerely, Robert M. Levesque, RLA, ASLA President cc: Ace Precision, Inc. A LAND PLANNING SERVICES COMPANY SECTION 2 APPLICATION FOR SITE PLAN APPROVAL - FORm D TOWN OF AGAWAM, MAS SACHUSETTS Application for Site Plan Approval Please complete the following form and return it and ten (10) copies of the Site Plan to: Agawam Inspection Services 1000 Suffield Street ` Agawam, MA 01001 - 20 April 16 18 ..,_ � 1. Name of Business Ace Precision, Inc. Address 1123 Suffield Street, Agawam MA 01001 Phone# 413-316-0177 Fax # email sbspaw77Qgmail.;com 2. Name of Applicarner TGE Realty, LLC Address PO Box 3'0 9, Agawam, MA 010'01 Phone # Fax # email sbspaw77@gmail.com 3. Name of Engineer/Architect R Levesque Associates, Inc. Address 40 School Street, Westfield, MA 01085 Phone# 413-568-0985 Fax# 413-56`8-0986 email robl@rlaland.com 4. Please give a brief description of the proposed project: The applicant proposes to construct an industrial building with associated site improvements at Lot l Ace, Precision Way. Please refer to the attached narrative and site plan set for greater detail. SECTION 3 NARRATIVE ADDENDUM NARRATIVE ADDENDUM TO SITE PLAN :APPROVAL for Proposed Industrial Development Ace Precision Way Lot 1 (Parcel ID 16 2 14) Agawam, MA 01001 RLA Project No. 170809' Introduction The subject property is located east of Suffield Street and is designated as Lot T on a newly created subdivision road named "Ace Precision Way The lot is created from a parent parcel referenced as Parcel ID 16 2 14 with the Town of Agawam Assessors Database. The applicant proposes to construct an industrial building along with associated site improvements as shown on the attached project plans entitled "Proposed Industrial Development", dated 4/16/2018 prepared by R Levesque Associates, Inca The property is owned by TGE Realty LLC and is recorded in the Hampden County registry of Deeds in Book 15732, Page 189. Lot 1 consists of 2.04± acres. A Locus Map is also included as part of this application package. Existing Conditions and Surrounding Land Uses The subject parcel is within the Business B zoning district. The parent parcel is bounded northerly by both commercial and residential properties zoned Business B and Agricultural, easterly by residential properties zoned Agricultural, southerly by both commercial and residential properties zoned Business B and westerly by Suffield Street. Lot 1 contains an existing garage structure and the property is partially wooded. The property generally slopes to the southeast with the highest elevation at the northwest corner of the property., The attached site plan shows elevation contours in greater detail., The subject parcel is not located within a Special Flood Zone area according to FEMA Flood Insurance Rate Mapping. Please refer to the attached plan set for more: detail regarding the existing site conditions. Narrative Addendum for Site Plan Approval Lot l Ace Precision Way, Agawam, MA Page 2 of 3 Proposed Conditions General The applicant proposes to remove the existing garage structure and construct one (1) industrial building to be accessed by the subdivision road named "Ace Precision Way". The building will have a footprint of 15,000-t square feet, with a possible future addition of 10,000 square feet. Accessory improvements for Lot 1, as well as ,Lots 2 & 3 off of Ace Precision Way, include a stormwater management system, access driveway, parking areas, sidewalks, utility connections, landscaping, dumpster pad enclosures, etc. The proposed development will be serviced by public water, gas, electric, and communication utilities brought onto the site via existing infrastructure in Suffield Street. There is an existing crass county sewer line which runs through the site and will be utilized for the sanitary connections to the proposed building. Erosion and Sedimentation Control The proposed erosion and sedimentation controls at the site include astone tracking pad at the vehicular access point, silt fencing at down gradient extents of construction and additional Best' Management Practices. Please refer to the attached project plan set for the specific location and details of the proposed controls Traffic & Parkin' The parent parcel contains two curb cuts on Suffield Street. Under proposed conditions, Lot 1 will be accessed by the new subdivision road. Paved parking areas will be located adjacent to the building. Under proposed conditions, 50 parking spaces are required and 52 parking spaces will be provided, three (3) of which will be handicap accessible. Storm water Management The proposed stormwater management' system will include the construction of BMPs including proprietary sedimentation devices, underground conveyance piping, a subsurface infiltration basin, and a surface' infiltration basin located off site on Lot 2. All components of the ;proposed stormwater system will be utilized to collect, convey, treat, attenuate, and recharge stormwater runoff from the proposed impervious; areas. The site has been re -graded such that all of the runoff will be treated and attenuated on site. Runoff from the westerly portion of the property adjacent to the frontage with Suffield Street and the northerly portion of the site will be collected and conveyed to the subsurface infiltration basin. Runoff from the easterly and southerly portions of the development' will be collected and conveyed to the surface infiltration basin. Under these conditions, the proposed subsurface basin has been designed to completely infiltrate all stormwater created by storm events up to and including the 2 year storm event. Larger storm events in excess of the volume of the subsurface basin will direct Narrative Addendum for Site Plan Approval Lot'I Ace Precision Way, Agawam, MA Page 3 of 3 treated stormwater down gradient towards the surface infiltration basin. All roof drains will be collected via underground roof leaders and directed towards the infiltration basins. Theproposedstormwater management system has been designed to reduce the peak discharge rates from the 2, 10, and 100-year storm event. The surface basin has been designed with an outlet control structure which discharges down gradient towards a level spreader. In the event of a storm in excess of the 100` year rainfall, the system has been designed such that runoff will overflow via the emergency overflow weir of the surface basin surcharge towards the wetland resource areas. Overall, the proposed site improvements will maintain the general drainage patterns of the site while improving water quality and reducing flow rates. This system has been designed to meet or exceed the standards required by the Massachusetts Department of EnvironmentalProtection Stormwater Management Handbook. For greater detail regarding on -site stormwater management and calculations, please refer to the accompanying Stormwater Drainage Report under separate cover. A Stormwater Management Permit application has also been submitted. tonal coping The proposed site plantings include a mixture of deciduous and evergreen shrubs and trees. Foundation plantings will be installed to enhance visual appeal, and plantings will be installed to enhance buffers between parking areas and adjacent properties. Please refer to the attached project plan set for specific location and details of proposed landscaping. For further information, please see the site plan documents. SECTION 4 Locus MAP SECTION 5 DEED Bk 15732 Pg189 #17574 03-01-2006 @ 03:02P QUITCLAIM DEED KNOW ALL MEN BY THESE PRESENTS that, WITCHWOOD REALTY, LLC, a Massachusetts limited liability company with a usual address of 48 Rogers Avenue, West Springfield, Hampden County, Massachusetts in consideration of Five Hundred Thousand ($500,000.00 ) Dollars grants to TGE REALTY, LLC, a Massachusetts limited liability company with a usual address of 53 Cecile Street, Agawam, Hampden County, Massachusetts with QUITCLAIM COVENANTS Certain areal estate situated in Agawam, Hampden County, Massachusetts known and numbered as 1123 Suffield Street, as more particularly bounded and described on Exhibit "X' attached hereto. TIA EXECUTED AS A SEALED INSTRUMENT THIS DAY OF FEBRUARY, 2006. Witness Witness Aziz-S. Elias, Manager Deborah L. EIias, Manager COMMONWEALTH OF MASSACHUSETTS Hampden,; ss. On this day of February, 2006, before me, the undersigned notary public, personally appeared Aziz S. Elias and Deborah L. Elias, Managers of Witchwood Realty, LLC proved to me through personal knowledge to be the persons whose names are signed on the preceding or attached documents, and acknowledged to me that they signed voluntarily for its stated purpose, as Managers for Witchwood Realty, LLC, a Massachusetts limited liability company. id Notary Public: aul M. Maleck �: My Commission` Expires: 11/19/1O n W z 0) a rr. ► ii PAUL M. MALECK tx ?dy NOTARY PUBS IC ll il1 COMMONWEALTH OF MASSACHUSr' ' � rC3 LJL MYC8MMWWb(PkesNGV-1R2010 Bk 15732 Pg 190 #17574 EXHIBIT A Certain real estate situate in Agawam, Hampden County, Massachusetts being shown on a plan of division of land in Agawam, Massachusetts owned by Chriseola's Farm Equipment, Inc. dated September 1985 Scale 1" = 50' said real estate being more particularly bounded and described as follows: Bounded Westerly by Suffield Street One Hundred Forty Five and 00/100 (145.00) feet; Southerly by land now or formerly of Julia Crawford One Hundred Fifty and 001100 (150.00) feet; Westerly by last named land Two Hundred Twenty One and 81/100 (221.81) feet; Southerly by land now or formerly of Chriscola's Farm Equipment,.Inc. Three Hundred Forty One and 97/100 (341.97) feet; Easterly by land named land Seventy and 00/100 (70.00) feet; Southerly by last teamed land One Hundred Ninety Five and 00/100 (195.00) feet Easterly by last named land Five Hundred and 09/100 (500.09) feet; Northerly by last named land and land now or formerly for Frank M. and Feliska A. Parzych Three Hundred Eighty and 00/100 (380.00) feet Westerly by land now or formerly of Amelia Moran One Hundred Seventy Seven and 24/100 (177.24) feet; and Northerly by last named land One Hundred Sixty Nine and 00/100 (169.00) feet. Containing 259,733`.59 square feet more or less. Being the salve premises conveyed to the Grantor by deed of Antoine Elias and recorded as aforesaid in Book 13819, Page 589. 301 12.1 2 SECTION f LIST OF ABUTTERS WITHIN 300 FEET OF PROPERTY Assessor's Office 36 Main St, Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Y 8704 Fax 413-726-2828 Email: assessor@agawarn.maus November 13, 201`7 Ryan Nelson R Levesque Associates, Inc. 40 School Street Westfield, MA 01085 Dear Mr. Nelson: On November 13, 2017, you requested a Certified Abutters List for R Levesque Associates, Inc. for the property located at 1123 Suffield Street, further identified as Map 106, Block 02, Lot 0014. The request was for abutters 300' from the subject property. The attached list to this cover letter represents, to the best of our knowledge, the current owners of the properties that are 300' from 1123 Suffield Street. We have also attached a map showing the subject parcel and the abutters as generated by our GIS Mapping System. Sincerely, Samuel Konieczny, Chief Assessor �` Donna Ruccio NOV 13'17 AH-111,2c, From: Ryan Nelson <rYann@rlaland,com> Sent: Monday, November 13, 2017 10:52 AM TO. Donna Ruccio Cc: 'Jon Goddard' Subject. FW, Abutters Ust Request- 1123 Suffield Street From, Ryan Nelson (mailto:Wnn@iAknd.coM] Sent: Thursday, November 09, 2017 3:20 PM To: 'Charlotte Grondin' Subject: Abutters List Request - 1123 Suffield Street Hi Charlotte, our office is requesting a 300-foot abutters list for 1123 Suffield Street, Agawam. The parcel ID is. 16-2-14. Thank you, Ryan Nelson R I Associatos, hic, 40 School Street, P.O. Box 640 Westfield, MA 01085 P 413.568.0985 ext 108 F 413.568-0986 www.rlaland,corn 3, 'if r I AS ` ' �,�� .nos r�x4� '�-•-- � � ��`�+ � � Y is u a f- y_.._- f 1A 4 1123 SUFFIELD ST IG 214 11 /13/2017 3:24:01 PM Scale. 1 "-550' Scale is approximate The information depicted on this map is for planning purposes only, It is not adequate for legal boundary definition, •regulatory interpretation, or parcel -level analyses, Is IMMM. 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DATED APRILI 6, 2018 STORMWATER DRAINAGE REPORT (UNDER SEPARATE COVER) VIPER S Call Jobs STRIKE SMALLVIPER LUMINAIRE SPECIFICATIONS Intended ll The Beacon Viper luminaire is available with a vide choice o1 different PLC Wattage corf€guranons and optical 6stributlens designed to replace HID lighting up to 4130W MH or TIPS. Construction • Manufactured` with cl eoast aluminum, • Coated f.:'h� a taotyeater fir-: sh t^at meats ASTM B117 corrosion test requirements and ASTM 0522 cracking and ass of adhesion test requirements • External hardirrre s corrosion resistant. • One fileee optical cartridge system consisting of an LED engine, LED lamps, optics, gasket and stainless steel bezel. • Cartridge ;s held `together with Internal brass standoffs soldered to the board so that it can be field replaced as a o; o piece optical system. • Two-pece silicone and m`ran cellular polyurethane foam gasket ensures a weather-proof sear around each individual LED. Electrical: 100V through 277V, 50 Hz to 60 Hz ,i..or- 34'N or 480V input. • 7 ewer factor is:>.9u at full load. • Dimming drivers are standard. but must contact factory to request, wiring leads for purpose of External "dimming contra!$. • Gomponent-to-component wiring within the lumina remay carry no More than 80% of rated load and is certified=by UL .or use at 600VAC at XIC or ianer • Plug disconnects are c&-ti ed by ULfor rise at 600 VAC, 13A or higher. 13A rating applies 1 o primary AC) side only. • Fixture e.ectrica compartment shall oontain all LED driver components and shall be provided with a push-button terminal block for AC power connections. • Surge protection - 20kA. • Optonal 7-1 ANSI 02 36.41-201 a twist -ic,* photo control receptacle availab e. Cvmpat tale with ANSI C136 41 external wireless contra. dev'ces. • LfeshieidTM Circu:Y-protects iuminaire from excessive temperature. The device shall a tivate at a spec f d; factory -preset temperature and progressive y reduce power over a .finite temperature range. Operation s'tail besmoo:h and undetecabe to the eve. Tnerma circul designed to "fail on'; allowing the lum€hake to revert to full po+rrer :n the event of an interruption of its power supply. or faultywiring connection to the dr vers. The device shall be ab e to co -exist' wittrother 0-10V control devices (occupancy sensors, extern dllnmers, etc.).. C ERTI FI CATIO N S/ LISTI NGS o,:- C IS =00K and ti+am,er.=9 only: Type Controls/Options; • Available Filth an optional passive infrared (PIP) mo,ion sensci capable of detecting rrotk) . 5:,€,`'ar cund the !umn,aira. S°dhen rIo mct:on fs detected or the specified tire; he Mo;€orrResponse s•"stem reduces the vvattage to factory preset leve', reducing the 1. ght r vet acccrd rg y. '%Nh n motion Is detected by the PI4 ssnsor, he tun:mare re arns .o tu!l wa:'.age and full €ght output Please wr?tact Beacon P odums iT project reau run ent5 vary from s;arida - ccn g •atil •;Wa!lai with Energeni for optional set d mm ng, rirned dimming w ;h sir. 1p c- de ay, or .:rr-Eou dimming rased an time of night csee • In aaditlon, Vi;,er can: bo specified vvitfl Site wireless control system for reduction in energy and maintenance costs while optimizing light qua Ity 24/7. For more deta€ls, see orefering infommtrcn or vrs ; .•rrnr: ht:>vt:eriatltina.com:sssVnc Installation • Mounting options for horizontal arm vertical tenon or traditional arm mounting available. Mounting hardware Included. Finish: • IFS prtvtster poo.cl iaa, elactrostat€cally applies: and ziycnocured. I FFS fnlch-c:�-wts of a f,ve stage pretreat:Iert reg.r�lor: ;xith a polymer pril"ner sealer and top coated with a thermoset super TGl � po',yester powder<coat f€ • The ferns nee.$ the AAMA 2604 cEr"0m)anca spe `€cation w ch Ir l_ des pass n. a 3( ',G hour salt spray test for corrosion resistance and resists cracking or loss of adhesion per ASTM D5P2 and rasi,sts surfaw. Impacts of up to 160 inch -pounds. Certi#rcations/Ratrngs: • 'e>ign :gi-,rs r nscrtium � + , quat fled; co,n81114 DLC.webs ;ta for more de'a€ & ^ttr� ;L�W3t�.d��y^li�<hts=�rr�QPL • C2rt€fed:toUL 1598, IUL$.53 ar,d GSA C22.2 No 250,E1 • IDA approved • This product is approved by the Florida Fish and Wildlife Conservation Commission. Separate spec available at: Warranty: Five yew innited warranty for more information visit: � 3L Id1 igf 1, ing c oni soLIr ss :u ?rTa it Approvals PRODUCT IMAGE(S) DIMENSIONS a A B C Weight: EPA 21.75" 16.75' 11.25' 15.0 lbs 67 ft2 (552 mi (425Irri (286 mi (6.8 kg) MOUNTING OPTIONS Side -1sx: RectangularA'rn (A) sack View Accepts 2 3/5, art ° a trs�r;mn Sid& View 9ac'<Viesr 2-3.fFi" O� Srp Filter NAP, o 5.0W 1:J 2.�3 8' Adjustablo Knuckle (i mf to-0.T tit 22.50" 2.38" 4x 0:5r7, Jr so ..� m i j o Wall Bracket [ Vi �— 24.75" -----........{ T AD DeeorThve Arm I • t —�r aide° c6c° Beacon Products • 2941 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HU013reLL Due to curt continued efforts to improve our pratluets, product specifications are subject to change without notice. ►w�eea� Lighting c 2017 BEACON Pfl�tiCTS, Ail Rims Reserved • Fo7..more information visit our web ie� www.blecorq�nducts:cam • Printed In USA DECEMBER 11, 2017 11:20 AM ORDERING INFORMATION ORDERING EXAMPLE:VPS124L-55/4K7/4W/UNV/A/i)BT17PR-TL/GENI-04/BC VPS { € i II I i t t/P5 Viper 24L-55 55W, LED 3f(7 3000K, 7Q CRI Leave istankfc4r rv1 tINV 12O 277VrBT Clack Btanze Sext►tsed F Fusing array 4K7 '4{10OK, 70 CAIrlrtatif 121i 120V 6MT Biack Mahe Textured 6W Bird Spikes 36L-65 65W, LED L6 Optic rotation left 208 208V Ps Platinum Silver Smooth array 5I(7 5000K, 70 CRI BC Backlight control (limited R5 Optic rotation right 240 240V WHIT White Textured j to Type 4W only) 36L40 80W, LED array 277 277V CC Custom Color (RAL#) 48L-110 iI13W, LED r I 347 347Y array • 480 480V ER Type 1 fFronf Row 6OL-136 136W, LED array 2 Type 2 3 Type 3 4 Type 4 r ► ► - 4W Type 4 Wide 5QM Type 50M 5R Type 5R (rectangular) 5W Type 5W (round wide) HOUSE! 1 ACCESSORIES HISSNP-S190-FB/XXX 90'shield front or back HSSNP-S790-LR/XXX 901 shield left or right HSS/VP-S/27GrFB/1()Of 270' shield front or back HISSNP-S/270-iRDM 270' shield left or right HSSNP-S/360fXK71; Full shield iReOace W wTM mlidiun for desired f ruslice] o (Meier to page 5 for Mod rnages): ACCESSORIESMOUNTING VPL•AD-RPA3 2.4"41'" Round Pole Adapter for AD arm NPL-Ala-RPA4 4.2"-5.3" Round Pole Adapter far AD arm VPL-AD-RPAS 5.5" 5.3" Round Pole Adapter for AD arm VPL-AD-RPA6 6.0"-6.5" Round Pole Adapter forAD arm A Rectangular Arm (formerly RA) for square or round pole MAF Mast Arm Fitter (formerlySF2) fort-318" OD horizontal arm K Knuckle;(formerlyPK2) limit to 45" tilt"or 2-318" 03 horizontal arm or Vertical tenon WB Wall Bracket AO Universal Arm for square pole AIl3 Universal Arm for 2:4"-4;1" round pole AN Universal Arm for 4,2" -5.3' round pole A06 Universal Arm for 6.5" -5.9" roundpo% A06 Universal Arm for 60"-6.5" round pole vl•SrL4L-bW4FV1&UNV1NWlJhNFl+4ur1 5€sesyndwlm maroon Lvnroi 'Nor available wM Other Wireless control or se-*v Tt als y:Specdy mounting hekgil;"8=9' or less; 4e=B' lo40' Spedly m:ltine setting code Immole GENT-041.. See ENERGENI hrwi lure and 1?strucdam for wMag tade and opdo^s- NOS available With censer or SiteSync oolions. `Specify group and zone atlanebtorder. See www.hutweflligndWxonVsnesyncjar ratherdetails. Order atIeSs!oneSiteSyncinterface AccessorysMsls or WAB. Eacnnotian caniains MSyrict6cense, GUI. ad Bridge Node s OnN avdlahk vidh 7A, 2, 3, 4, 4W arrd 5R dM,q'oubo^s: Order at leastom SCP-REMOTE: perpsojecl location in program and control Tnis prddatl €s noproved by the F[orida Hm and Wildlife Conservadon Commasipn Sepwale spec avallatiu at. 'ittaittlr.Cr.�:_nmatlr�-t�-:€mcor: r€t,_r:tkirte.'scec...t+.,s.1=1r f4€_fy ..r:,Rf rC lu"tleSG=,.€z�ei:r.7t SittSynciighting Control is available trom our most popular brands in a broad range of award -winning product families. 7PR 7-Pin Receptacle only (shorting cap, photoc( or wireless control provided by others) 7PR-SC 7•PinReceptacle wlShorting Cap 7PR-TL 7-Pin Receptacle w /rwist Lock photo control SCP/_F1z¢ Programmable Occupancy Sensor wl daylight control (120-277voits only) GENI-XV ENERGENI SWPIA SiteSync Pre -Commission SWPM'AA SiteSync Pre -Comm w/ Sensor Accessurfes and Services (Ordered Separately) SWUSB* I SiteSync interiace software loaded on USB flash drive for use with owner supplied PC (Windows based only). Includes SiteSync license, software and USB radio bridge node Windows tablet and SiteSync interface software. Includes tablet with preloaded software, SiteSync license and US6 SWBRG SiteSync USB radio bridge node only, Order if areplacement is required or if an extra bridge node is requested. SCP-REMOTE I Remote Control for SCP/_F option. Order at least one per project to program and control Ice options must be ordered per p"ct. Hubbell Control Solutions - Accessories (sold separately) For additiocal information related to these accemnesplease visitwsru.twtmgl€t,-anirct=.oEur3uns:::enr: Options provided for use with integrated sensor, please view specilicalion sheet drdenng .nforrriat on table for details. ur Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phmne: 800-345-4928 u� HUBBELL Due to our continued efforts to improve our products, product specifications are subject to change withoutnotice, Lighting a 20l7l3EX0N PA00VcTS All Rights Reserved •Forrtwre nAorrnann visit our webshe w wa.heaconproducrs:caal • Pdrled in t]SA DECEMBER:11. 20171120 AM + PERFORMANCE DATA DRIVE 150WKnorninal, 70 rriliominal, 70 CIRI) 6357 118 1 0 1 6486 120 1 0 1 (3000K nominal. TO 5804 107 1 0 1 CURRENT #LED'S 6 24 700 mA SYSTEM 55W MSTRMUTIM FR 2 6132 114 1 0 1 6257 116 1 0 2' 5599 104 1 0 1 3 6015 111 1 0 2 6137 114 1 0 2 5492 102 1 0 2 4 5921 110 1 0 2 6034 112 1 0 2 5400 100 1 0 2 4W 5406 100 1 0 2 6041 112 1 0 2 5406 100 1 0 2' 50M 6022 112 2; 0 1` 6145 114 2 0 1 5499 102 2 0 1 5R 6063 112 3 0 3 6187 115 3 0 3 5536 103 3 0 3 5W 5908 109 3 0 1 6028 112 3 0 1 5908 192 3 0 1 36 560 mA 65W FR 7864- 121 1 0 1 8041 124 1 0 1 7189 111 1 0 1' 2 7586 117 1 0 2 7757 119 1 0 2 6934 107 1 0 2 3 7441 114 1 0 2 7609 117 1 0 2 6802 105 1 0 2 4 7317 110 1 1 0 1 2 7482 112 1 0 2 %U 100 1 0 2 4W 7325 113 1 0 2 7490 1 115' 1 0 2 6696 103 1 0 2 50M" 7450 115 3 0 1 7618 117 1 3 0 1 6810 105 3 0 1 5R 7501 115 3" 0 3 7670 118" 3 0 3 6857 105 3 0 3 51N 7309' 112 3 0 2 7473 115 3 0 2 6681 103 3 0 •1 36 700 mA BOW FR 9535 118 1 0 1 9730 120 1 0 1 8706 107 1 0 1 2 9197 114 1 0 2 9385 116 1 1 0 121 8398 104 1 0 2 3 9022 111 1 1 0 2 9206 114 1 0 2 8238 1 102 1 0 2 4 8871 110 1 0 2 9052 112 1 0< 2 8100 100 1 0 2 4W 8881 110 1 0 3 9W2 112 1 0 3 8109 300 1 0 2 50M 9033 112 3 0 1 9217 114 3 0 1 8248 102 3 0 1 5R 9095 112 3 0 3 9280 115 3 0 `'3 8304 103 3 1 0" 3 5W B861 109 3 0 2 9043 112 3 0 2 B092 100 3 0 2 48 700 mA 110W FR 12713 118 1 0 1 12973 120 1 2 0 1 11608 1 107 1 0 1 2 12263 114 2 0 2' 12513 116 2 0 2 11197 104 2 0 2 3 4 12029 11828 111 110 2 1 0 0 2 3 12275" 12069 114 112 2 1 0 0 2 3 10994 10800 102 100 1 1 0 0 2 2 4W 11841 110 5 0 5 12083` 112 2 0 3- 11841 110 1 0 3 50M 12044 112 3 0 k 2 k 12290 114 3 0 2 10997 102 3 '0 1 5R 12126 112 3 0 3 12374 115 3 0 3 11072 103 3 0 3 5W 11825 109 4 0 2 12057 112 4 0 2 10789 100 4 0 2 60 700 m 4 136W FR 15891 117 2: 0 2 16216 120 2 0 1 2 14511 107 2 0 1 2 15329 113 2 0 2 15642 116 2 0 2 13997 103 2 0 2 3 15037 111 2 0 3 15344 113 2 0 3 13730 101 2 0 3 4 14784 109 1 0 3 150% 111 1 0 3 13509 1 ail 1 0 3 4W 14802 109 2 0 3 15104 112 2 0 3 13515 100 2 0 3 50m 15055 111 3 0 2 15362 114 3 0 2 13747 102 3 0 2 5R 15158 112 4 0 4 15469 114 4 0 4 13841 102 4 n 4 5W 14781 : 109 4 0 2 15083 111 4 0 2 13495 100 4 0 2 s "PI Beacon Products • 2041 58#fl Avenue Circle East Bradenton, FL 34203 •Phone: 800-345-4928 �L HUS�SLL R/'-i�s 1i�-'►� Due to ourcontinued efforts to improve our products. product specifications are subject to change without notice. Lighting 3 0 2017 BEACON PRODUM, AR Rights Resemd • fuc more 4ttedinTA DFUMBER 11. 2017 11:20 A.M.. PHOTOMETRICS Type FR - F RuwiAuto 0p6r, Type 2 Type 3. Type 4 Type.4W 'Lumen vati:esare from £totomeinc test petfut-eo in accordance YAMESNA:LM-79-06. Data is censidereo to be represnatauve:o(the configurations shown..AcWaf performance. may c dkc asamsuttof end-ast anvisonm0ni am aplokatian.. ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE DRIVENUMBE OF OF LEI)SDRIVERS 24 2 CURRENT 700 MA INPUT VOLTAGE,POWER 120 55 fly 277 0.2 347 U 0 0:1 36 1 550 MA 120 65 0.65 277 0,28 347 0.22 480 0.16 700 MA 120 80 07 277 0.3 347 0:2 480 0.2 48 1 700 mA 120 11 D 0.9 277 GA 347 0.3 480 02 60 1 700 MA 120 136 1.1 277 0.5 34 7 04 O 0:3 DRILL PATTERN RECTANGULAR ARM (A) Corrpatit7 e with Pale did pattem a'3 distance €mm I 1pc<Pale ,11 3g„ I EPA AMBIENT I { — — TM-21-1`! � — — �Calculated L70 TEMP. 4 , 25,000 f 50,[100 j 60,tii)0 1I�,DOO (HDliR5) Projected per IESNA TM-21-11 Data references the extrapolated performance projections for the base model in a 25'C ambient. fused on 1 COW hours of LED testing per IESNA 1-M-e0-tt9 Arm L�L 04" Pofe L @Y II OV I. t . Pole il-- •--•--�I.—.ill pue TENON TOP POLE BRACKET ACCESSORIES (Order Separately) (2318"OD erlan) Catalog Numbe SETA2-)(( Description Square tenon adapter (4 at 90 degrees) RETA24X" hound tenon adapter (4 at 90 degrees) 1 iUA2-ailV' Hexagonal tenon adapter-(3 at 120 degrees) 1 Replace with color choice, eg. OB for DA3ronze 2 On1y iu1 usowAh Q mi ounbng Option 3 Only for use With A03 it (venting optim Beacon Products • 2041 58th Avenue Circle East &adanton, PL 34203 • Phone: 800-345-4928 ; , ' MUE381MLL Due to our continued efforts to improve our products, pfoduct swificabons are'sn4wlo Change without notice- Lighting ® 2017 BEACON PRODUCTS AA Rights ReseNrl • Fos more oforrraftA visit our v+ehsAe www,ireacp€�uoducha tuns • P Med in 1154 AECENl3ER 11 2017 i i;2O AM HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES HSSNP-S/WFBIyUIX HSSIVP-S/90-LRfXXX HSS/VP-S/370-FB/XXX HMP-S12 O-LH/XXX HSSNP-5/360/M 901 shield trg0 or back 90, shield !eft or light 270, shield front or back 270' shield left or right full shield (1 shield shown) (2 shields shown) (1 shield shown in left orientation) (1 shield shown in back orientation) (1 shield shown in right orientation) AD ARM MOUNTING INSTRUCTIONS DECORATIVE ARM (AD) VIPEn-AD Arrr Wireway c 11I&N nc? U4ock fits inside pole Compatible with pole drill pattern S2 3,875 3:5 HOLE 3 HOLES Beacon Products •'2041 58th Avenue Circle East Bradenton, FL 342U3 • Phone: 800-345-4928 Hum ' HUBBELL } 4 Due to our continued 2iforts to improve our products, product specifications are subject to change without notice. l..ighti^g N 2r17 BEACON MODUUTS. &'I R,gMs Reserved+ Far more informMo r vis t r3urwebsi e: www.bumoproducts.COm • Pri tau in €JSA MCEMBER 11. 2Q1711i20 AM VIPER cat,# Job Type :.. P. sTr-4KC Approvals SMALL'Vill LUMINAIRE SPECIFICATIONS Intended Use; The Beacon Viper luminalre is available wth awide Chalice of difii3aerit LEG Wattage configurations and optical d:stribut.ons designed to replace HID lighting tip to 40aV MH or HPS. Constructor • Manufao.urec7 with die cast -, turnnum. • Geated with a polyesfe; firi'sh that moets ASTir� i3117 corrusion test requirements and ASTM D522 cracking and lass of adhesion test requirements: • Fxterna hardware is corrosion resistant. • Ono p;ece optical cartridge system consisting of an I-ED engine, LED lamps, optics, gasket and sta mess si eel bezel. • Cartridge is held together with internal brass startdoffs sodered to the board so that it can be field replaced as a or,-- piPc e optical system. • Two-piece silbone and micro cellular polyurethane foam gasket eiiisures a weather-proof seal around each indiv,duai LED. Lalectrieal: • 100V through 277V, 50 kit W 80 Hz (Ut`SV}; or 847V or 480V input • Power °actor is ? 90 at f;. lead. • Dimming drivers are standard. but must contact factory to Tequestwiring leads for purpose of external dimming controls. • Component -to -component wiring within the lumlhi may carry no more than 80% of ra`ed load and is certiied by UL for ;ise at 600VAC at 90°C or higher: • Plug disconnects are certified by U1 for use at 600 VAC, 13A or n-9her. 13A rafirxi applies =o primary tAGi side only. • Fixture eleCtr:cai compartnitent shaltcoWnin all LED dr,ver components and shall be provided with a. push-butran'err roil Noc , for AC power connections. • Surge protection - 201KA. • Optional 7-pin ANSI Ci30,41-201a lwis lock Photo con'r©; receptaciz avalable. Compatib'e with ANSI 136.41 exrernal wireless control devices: • Lfeshield'A Circuit - protects lurninaire from excess ve temperature. The device shall activate at a specific, factoi temperature, and progressively reduce power over "write temperature range.Operatior, shall be smooth and undetectab,e to the eye. Thermal circuit is designed to "fai on", allowing the lur image to revert to full power In the event of an interruption of its power supply, or Iii wiring connection to the drivers. The device shai' be able to co-existmth other 0-1 OV ccntro devices (occupancy Seil5S3r5, exteri N dimmers, etc..). Cartd•ots![3ptions: • Available with an optional passive infrared (PIR) motion sensor capable of detecting motioir, 3501 ai The luminaire When no motion is detected for the specified brrle, the iv orlon Response system reduces the wattage to factory preset levei, reducing the light leve accordinai/ When motion is detected by the PIP sensor, the iurrinalre re -urns 40 full wa ;age and fuil tght output: Please Contact Beacon Prcduc.s if prnjecf regN rt.i art from s_and-rru n n 3q, r tion. • Available with Energeni for optional Set di i.ng, t°med 6n iiig wish simp'e delay, or tared dimming based on t me of night (sea • In addition, Viper can be soecited with SiteSyri wireless control system forreductior in energy and maintenance costs While optimizing light quality 24f7. For more details, see ordering infomlation or visit: wH.�� hurkieiiigh?iIlq;rnrc� s-Fsyhr. insta0abon: • Mounting options for horizontal arm, vertiCai- tenon or traditionai arm mount ng available. Mounting hardware included. Finish: • IFS polyester powder -coat electrostatically applied and tt1 r. i c�jrod. 1 FS finish . c^sist, :u* a five wage pretreatment regimen with "a pol,mer prnter sealer and top coated with a thermoset super TGIC po yester powder coat finis^. • The finish r ze's t^e AAVA 2E04 r'ert�t.v�anc.esG�ec-.icatiCu u�r ,t r„(�dis passing a 3000 hour suit spray test for casrosion resistance and resists cr aokrng or oss of adheslor, per ASTMI D522 and re lsts strrf:3ee . npabis cf up to 1fir,D inch -pounds. Ce rtificatio rts/Retni • :°-sgi Ccr sortlurr ,ui qualified, consult Ot-C webste for more deta .s: flttt1.r• ,v-, :desI nlirhis:�t�7C)p • Oert fieo t; UL 1598, iUL 87 0 and CSA C22.2 No.250.0 • 1DA approved • This product is approved by the Florida Fish and Wildlife Conservation Gomrnission. Separate spec avaPable at: „;; acc coifs ts_ Warranty: F veyear limited warranW for more h1ormation visit: wruti,;n+.tt is il,a I;y�F;=lry'j c;; Ire? +urres%warraniy PRODUCT IMAGE(S) DIMENSIONS A -- ----- 1 — eM A 8 C Welgtrt. EPA 21.75" 16.75" 11.25" 15.0 lbs .67 ft' (425 ri (286 rri (6.8 k9) MOUNTING OPTIONS :Sida.Sliev✓. Ractasguiar:Am:4g1 Back View Accepts 2VH'CA' I term. tttn Side VLew 2.318' D'J Sib Fitter fMAFj i view. - 18.75" - T rn 2-3i$" Adjustalbe'Knucde IIC !im.t'c 45° tilt T 0 .Wall 13racket:tl'4$f AD Decorative Arm CERTIFICAT1ONSIUSTINGS j • 1" AA i 4.sa" C 3S It's, '3WdK and warmar.CGTs my: ® Due to ourconuicts efforts 5 improve our ird e E rod Bradenton, FL 34203 • Phone: 800-345-4928 HUEBSELIL N • .�: Beacon r aducts fort 58mpA ve our products, East product specifications are subject to change without notice. Lighting ®2G3 7 8E G14 PRO€t11L75, AN Rights Fleserved • For more infomali'un Asit our we6ede: wrm.heacoriproduGis.can • Prpited in LISA DECEMBER 11, 2017 11:2o AM ORDERING INFORMATION ORDERING El(AMPLE:VPS/24L-55f4K7/4WNNVIAA)BT/7PR-TUGENI-04iBC VPS 1 VPS viper 24L55 55W, LEI) array 3OL-65 65W LED' array 36L-80 8OW,LED array 48L-110 I1OW, LED wray 6OL-136 '136W,LED array 3K7 30(lOK,70 CRI 4K7'4p00K, 70 CRt 5K7 '5000K, 70 CRI Leave thank for no rotation' L° Optic rotation left FF 'Optic rotation right FN Type /Front Row 2 Type 3 Type 3 4 Type 4; 4W Type 4 Wide 50M Type 50M 5R Type 513 (rectangular) 5W Type 5W (round wide) HMP-SM(l-F6(3(XX 90' shield front or back HSSNP-S/90-LR1)= 90' shield left or rtgtlt HSSNP-S/27G-FB/XXX 2701 shield front or back HSS/VP-Si270-LR1M 270°shield left or right HSSNP-S13601W full shield !Replete xxXwrth notabw for drnd:livesh mini lAaferio page 5 for.siield €mages) VPL-AD-PJ%3 2.4"-4.1" Round Pole Adapter for AD arm VPL-A0-IiPA4 41"-5 3" Round Pole Adapter for AD arm VPL-AD-RPA5 5.5"-5.9" Round Pole Adapter for AD arm VPL-AD-RPA6 6.0"-6.5" Round Pole Adapter for AD arm UN1f 120-27TV 120 120V 208 208V 240 24 V 277 277V 347 347V 480 480V DBT Dark Bronze Textured BMT Black Matte Textured PS Ptatinum Silver Smooth WNT White Textured CC Custom color (RAL#) A Rectangular Arm (formerly RA) for square or round pole MAF Mast Arm Fitter (formerly SF2) for 2-3/8" OD horizontal arm K Knuckle (formerly PK2)timitto45'tiltor 2-3f8" 4a horizontal arm or vertical tenon WB Wall Bracket AD Universal Arm for square pole A03-Universal Arm for 2.4"-4.1" round pole AD4 Universal Arm for 4 2' -5.3' round pole Afars Unive€sai Arm for 5.5" -5.9"round pole ADS Universal Arm for BV-6.5" round Pole ' Not avallaA with otner wireless ox9rol or serwor options. '. Specify mou. ing height: 8=8' or less, 4d=9' to 40' '. Specify mitine setting oode (example GEM-64).. See ENERCENI6rochu; a and instructions for sorting table and options::Mo1 avaliable Wlh WLW w 5ifesyne opwrls:, ' Specfy group arm zone at Brae brorder, See www.h€AbeuliglAng:torVsnesyiicfprrurfner d016t order at lead one SbSymc iltertace Accessory SWdSB or MAa. Each notion tontains.SileSyrr Lleerse, Gill, end Bridge AWde onlyavatfable with 1A, 2. 3, 4, 4W and 5R dlstrimlions. "r at least oneSCP-REMOTE per preject lotion to program and confroi T¢nsDronxt 15 aplxoved by the Ronda Fish aret Wildlife Gmservabm Comm scion. Sepa ate ape ova lade aC It .nrT - . r •r 's. � � - r n. .R a �f,ni. F Fusing BSP Bird Spikes BC Backlight control (limited to Type 4W only) 7PR 7-Pin Receptacle only (shorting cap, photo control, or wireless control provided by others) 7PR-SC 7-Pin Receptacle w/Sltorting Cap 7PR-TL 7-Pin Receptacle W/Twist Lock photo control SCP/_F ,m Programmable Occupancy Sensor wl daylight control (120-277 volts only) GENT-XXa ENERGFNI SWP''^ SjteSync Pre -Commission SWPMI" SiteSync Pre -.Comm wl Sensor Accessories and Services swum* SiteSym inti dace software loaded fan U58 flash drive for use with owner supplied PC (Windows based only). Includes SiteSync license, software and U5B radio bridge node SWTAB* Windows tablet and SlteSync interface software.Inctudes tattlet with preloaded 90wirare, SMOync license and US8 USB radio bridge node only. Order if a replacement SCP-REMOTE Remote Control tar SCP! F option. Order at least one per project to program and control ,en ordering SheSyne at least one of these two irderfaee options muss be ordered per jxoject: needed. an addhifltrd 6rhfge %ode cad be ordered. Hubbell Control Solutions - Accessories (sold separately) yCatalogNumberDescription WXQPM-1R1D-UNV On -fixture Module (7-pin); On / Off / Dint, Daylight Sensor NX Distributed Wth HubtlKET Radio and 6tuetootS Radio, 20-4110VAC lrrtelligemeTIA SiteSync Lighting Control is available from W WRME-L 04%ture Module (7-pin or 5-pin), On f Otf f Dim, Daylight wiSCAPE'm our most popular brands in a broad range of Sensor with wiSCAPE Radio, 110-480VAC Lighting Control award -winning proUuctfamilies. For addiiiuna€ information related to these accessories please visit rns.som: Ophons provided for use with integrated sensor, please anew sped heafion sheet ordering information table for details. Beacon Products a 2041 56th Avenue Gircte East gradesilan, FL 34203 • Phone: BM-345.4928 Fn;��,- ; ° 1-1tJBE3ELL Due to our continued efforts tD improve our products, product specifications ate subject to change without notice. Lighting ®2t317 8FACah' PRGatiCTS. All RIghls Reserved -For nora nformabnn v€s€tour wehsite: www.beawv .wm . Prireed mUSA DE0EM8ER 11.2o1711 Z) AM LEFT ROTATED OPTIC RIGHT ROTATED OPTIC I 1 ll ` an � 1 E„_ _ PERFORMANCE 1 24 DATA DRIVE CU13RENT 700 mA SYSTEM 55W 6 f FR Ill S 6357 1181 0 1 49i-1 ti 1 CRI) 6486 120 1 0 1 J3000K nominal,i 5804 107 1 0 1 2 6132 114 1 0 1 6257' 116 1 0 2 5599 104 1 0 1 3 6015 111 1 0 2 6137 114 1 0 '2 5492 102 1 0 2 4 5921 110 1 0 2 6034 112 1 0 2 5400 190 1 0 2 4W 5406 100 1 0 2 6041 112 :1 0 2 5406 100 1 0 2 50M 6022 112 2 0 1 6145 114 2 0 1 5499 102' 2 0 1 5R 6063 112 3 0 3` 6187 115 3 0 3 5536 103 3 0 3 5W 5908 109 3 0 1 6028 112 3 0 1 5908 102 3 0 1 36 560 mA 65W FR 7864 121 1 0 1 8041 124 1 0 1 7189 111 1 0 1 2 7586 117 1 0 2: 7757 119 1 0 2 6934 107 1 0 2 3 7441 114 1 0 2' 7609 117 1 0 >2 6802 105 1 0 2 4 7317 110 1 0 2 7482 112 1 0 2 1 6688 100 1 0 2 4W 7325 113 1 0 2 7490' 115 "1 0 <2 %<36 103 1 0 2 50M 7450 115 3' 0 1 7618 117 3 0 1 6810 105 3 0 1 5R 7501 115 3 0 3 7670 118 3 0 3 6857 105 3 0 3 5W 7309 112 3 0 2 7473 115 3` 0 2 6681 103 3> 0 1 36 700 mA BOW FR 9535 118 1' 0 1 9730 120 1 0 1 8706 107 1 0 1 2 9197 114 1 0 2 1 9395 116 1 0 2 8398 104 1 9 2 3 9022 111 1 0 2 1 9206 114 1 0 2 8238 102 1 0 2 4 8871 110 1 0 2 9052 112 1 0 ;2 8100 100 1 0 2 4W 8881 110 1 1 0 3 9062 112 1 1 0 3 8109 100 1 0 2 50M 9033 112 3 0 1 9217 114 3 0 '1 8248 102 3 0 1 5113 13095 112 3 0 3 9280 115 3 0 3 5304 103 3 0" 3 5W B861 109 3 0 2 9043 112 3 0 2 8092 100 3" 0 2 48 700 mA 110W FR 12713 118 1 0 1 12973 120 2 0 1 11608 107 1 0 1 2 12263 114 2 0 2 12513 116 2 0 2 111137 104 2 0 2 3 12029 111 2 0 2 12275 114 2 0 2 10984 102 1 0 2 4 11828 110 1 0 3 12069 112 1 0 -3 108W 100 1 1 0" 1 2 4W 11841 110 L 5 0 5 12083 112 2 0 3 11641 110 1 0 3 50M 12044 112 3 0 2 12290 114 3 0 2 10997 102 3 0 1 5R 12126 112 3 0 3 12374 115 3 0 1 3 11072 103 3' 0 3 5W 11825 109 4 0 2 12057 112 4 0 2 10789 100 4 0 2 60 709 MA 136W FR 15891 117 2 0 2 16216 - 120 2 0 2 14511 107 2 0 1 2: 15329 113 2 0 2 15642 116 2 0 2 13997 103 2 1 0 1 2 3 15037 111 1 2 0 3'1 15344 113 2 0 3 13730 101 2 0' 3 4 14784 109 1 0 3 15086 111 1 0 3 13500 100 1 0 3 4W 14802 109 2 0 3 15104 112 2 01 3 13515 100 2 0 3' 50M 15055 111 3 0 2 15362 114 3 13747 102 3 0 2 5R 15158 112 4' 0 4 15469 114 4 t0l 13841 102 4 0' 4 5W 14761 109 4 0 2' 15983 111 4 13495 100 4 1 0 9 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 Au®„�;; ' HUBBELL EHISEAMN Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting ® 2017 $EACON PROJKTS. All Ri hs Rmvved • Felt mie :Ma ration ue5it ow webs te. www tteacanproductscom • Pr rated in USA QECEMBER 11. 201711;20 AM PHOTOMETF ICS Type FR- Front Raw!AuW Optic Type 2 Type 5W ------------- I Type Type 50M Type 4 Type 5R Type 4W 'lumen values are tram phuturnetna tests performed in accordance With iESNALM-i9-OB: Data is considered io be representative of the configurations 0own..Aewal performance may Oer as a result of end -use enviri and application. ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE 1 1 24 1' OF 1' 2; 700 mA 1 120 •1 55 r 0:5 277 347 0.2 480 0.1 36 1 560 mA 120 6 0:65 277 0.28 347 0.22 480 0,16 700 tnk 120 St) 0.7 277 0.3 347 0.2 480 0.2 48 1 700 mA 120 110 0.9 277 347 0.4 480 02 1; 700 mA 120 136 1.1 277 0.5 480 0:3 DRILL PATTERN RECTANGULAR ARM (A) Gompaiib e aalh Pole dr-ll pattern 33 4' :Suggested: distance Vam- top J`poie AMBIENT TM-21-11 CalculatedL70 TEMP, 0 25,000 50,000 '1 60,000' i 100,0001 (HOURS) at 1' ��s'1'; ti11 I Projected per IESNATM21-11 Data references the extrapolated performance prtyoctionsforlht: base motel in 25°C ambient; based on 1 O,DDD hours of LED testing per IESNA LM-All-aa. Ann 04' PCie I I J .-.......— —05" °ola TENON TOP POLE BRACKET ACCESSORIES (Order Separately) (23W 00 tenon) ETA2-)W,z square tenon adapter (4 at 90 degrees) RETA2-x]C� Round tenon adapter (4 at90 degrees) TETA2-YBX - Hexagonal tenon adapter (3 at 120 degrees)' i Replace YKvmt) color choice, t:g: D3lot 0a if Bronze 2 01 foruse wit AV mourning option 3 Onty for use with AD3 mounting ophW Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone 800-345-4928 r:r �L ' HUBBIE ;_)-_Ti 2 3 N N Due to our continued ei#nris to improve our products, product specifications are subject to change without notice. Lighting [ }V{ 7 r 0 2017 BEACON PRODUCTS, All Rights qi2-% 2d • For non infomlation visit our wi wwwb&ww rod".com + Printed in USA DECEMBCA 11, 2017 1120 AM HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES ffiSNP-SPA-FBrAXX HSSNF1-Si90-LR1tL70( HSS1VP-S1270-F13/XXX HSS1VP-1270-LR1M HSS/VP-S/360/M 90' shield front or back 90'shield left or right 270P shield front or back 270' shield left or right Full shield (1 shield shown) (2 shields shown) (t shield shown in left orientation) (1 shield shown in back orientation) (1 shield shown in right orientation) AD ARM MOUNTING INSTRUCTIONS DECORATIVE ARM (AD) sliding and block Compatible with pole drill pattern S2 fi`s inside pills VIPER AD Arrr Wireway..covw POLE 7 3:875 Hound pcla examule RPA �eqUirod onty for v attach -me t to round pales 3,5 Rourd ode adapter i Iwhen applicable) `~ 0.562 0.562 HOLE 3 HOLES Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 + Phone: 800-345-4928 , � , HUBHELL Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting ®2G#7 SEWN PPA94§CTS, A4{ 4iighfs Rise vxd • f s hose Yhymrbli m risil puF v ebsAe. warvakea uduCts twn • Ptlded irt tiSS DECEMBEA tl . 2017 11:20 AM 3 RLA Project Number: 170809 Site Plan Set 0 0 Lot I Ace recision Way Aga am MA AS PREPARED FOR Ace Precision, Inc. 1123 Suffield Street Agawam, MA 01001 BY LEVE U E AS 0 IATE Z A LAND PLANNING SERVICES COMPANY 40 School Stpeet • Westfield, MA . 01085 ph 413.568.098E • fax 413.568.0986 www.plaiand.com nRA WIA1G irvnFy SHEET NO. SHEET NAME ISSUE DATE REVISION DATE T-1 TITLE SHEET 4116118 5115118 EX-1 EXISTING CONDITIONS_ PLAN 2/12/18 C-1 NOTES, SYMBOL & LINE LEGEND AND ABBREVIATIONS' 4116118 C---2 CONSTRUCTION NOTES 4116118 C-3 DEMOLITION & REMOVALS PLAN 4116118 5115118 C-4 LAYOUT & MATERIALS PLAN .4116118 5115118 C--5 GRADING, EROSION & SEDIMENTATION CONTROL PLAN 4116118 5115118 C-6 DRAINAGE & UTILITIES PLAN 4116118 5115118 C-;7 SITE LANDSCAPING PLAN 4116118 5115118 C-8 PHOTOMETRIC PLAN 4116118 5115118 D-1 DETAILS 4116118 D-2 DETAILS 4116118 D-3 DETAILS 4116118 D-4 DETAILS 4116118 SITE PLAN APPROVAL GAWAM PLANNING NOARD PERMITTING NO PASSING SIGN NO PARKING SIGN EXISTING BUSINESS SIGN Exist. SMH Rim=125.07 11 15T/104/11 Exist. CB Rim=123.74 Exist. CB- Rim=123.71 Exist. SM. Rim=111.01 (1) 4" PVC=106.71 (2) 4" PVC=106.76 (3) 6" PVC=106.76 (4) 6" PVC=106.39 LAND N/F FRANK PARZYCH MULLER REALTY LLC .� . vvrn✓c r GlYLL LAND N/F JOSEPH ELIAS APPROX. A.N. C CULVERT (APPROX. LOC.) LAND N/F LYNNE GEIGER 40 0 20 40 80 SCALE: 1 "=40' NOTES 1 THE RECORD OWNER OF THE SUBJECT PARCEL 1S TGE REALTY LLC, SEE ,HAMPDEN COUNTY REGISTRY OF DEEDS BOOK 15732 PAGE 189 2 THE PROPERTY LINES SHOWN HEREON ARE BASED UPON A PLAN TITLED, "PLAN OF DIVISION OF LAND IN AGAWAM MASS" PREPARED BY R. A. FORESI ASSOCIATES, DATED SEPT. 1985. SEE HAMPDE.N COUNTY REGISTRY OF DEEDS BOOK OF PLANS 228 PAGE 126. 3. THE EXISTING .BUILDING(S) SHOWN HEREON ARE BASED ON AN APPROXIMATE MEASUREMENT OF THE OUTSIDE PERIMETER OF THE EXISTING STRUCTURES. THE ACTUAL LOCATION OF THE EXISTING BUILDING WALLS AND CORNERS SHOULD BE VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION WORK THAT WOULD ABUT OR TAKE PLACE ADJACENT TO THE EXISTING BUILDING(S). IF THE PLAN HEREON IS USED FOR CONSTRUCTION LAYOUT PURPOSES, THE PARTIES CONDUCTING LAYOUT SHALL CONTACT R. LEVESQUE ASSOCIATES INC. PRIOR TO SAID LAYOUT TO DETERMINE PROPER CONTROL. PLEASE NOTE WHILE THE BUILDING(S) ARE SHOWN TO BE SQUARE, IT SHOULD NOT BE ASSUMED THAT THE WALLS ARE SQUARE OR PLUMB. R. LEVESQUE ASSOCIATES TAKES NO RESPONSIBILITY FOR THIRD PARTY LAYOUT OF THE PLAN SHOWN HEREON. g. I H15 PLAN HAS BEEN PREPARED FOR SITE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE. 5. SUBJECT PARCEL CONTAINS' 5.9683 ACRES. 6. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE 'SUBJECT OF THIS PLAN. 7, WETLANDS AND M.A.H.W. DELINEATED BY R. LEVESQUE ASSOCIATES INC. 1N MAY 2017. 8. THE EXISTING CONDITIONS INFORMATION SHOWN 1S BASED 'UPON A TOPOGRAPHIC SURVEY PERFORMED BY R LEVESQUE ASSOCIATES, INC. IN MAY 2017. 9. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION, AVAILABLE RECORD DATA, TOWN OF AGAWAM GIS. R. LEVESQUE ASSOCIATES MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. R. LEVESQUE ASSOCIATES INC. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HERE ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION. 10. ADJACENT PROPERTY LINES AND ABUTTERS SHOWN HEREON ARE REFERENCED FROM THE TOWN OF AGAWAM CIS MAPPING. 11. SUBJECT PARCEL IS ZONED BB ACCORDING TO THE TOWN OF AGAWAM GIS ZONING MAP. 12. THE SUBJECT PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD ZONE AREA ACCORDING TO FLOOD INSURANCE INTERACTIVE FLOOD MAP: NO MAP PRINTABLE. 13. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN NATURAL HERITAGE & ENDANGERED SPECIES PROGRAM (NHESP) JURISDICTION. BENCHMARKS T.B.M.---1 TOP OF SPINDLE OF HYDRANT LOCATED ON EAST SIDE OF SUFFIELD STREET IN FRONT OF SUBJECT PARCEL. ELEVATION = 128.16 NAV $8 T.B.M.-2 SPIKE SET 1N UTILITY' POLE ON SUBJECT PARCEL LOCATED APPROXIMATELY 100 FEET SOUTHWESTERLY OF SOUTHWEST CORNER OF EXISTING BUILDING. ELEVATION = 120.15 C6AVD88) SYMBOL & LINE LEGEND O IRON PIPE FOUND d CONCRETE BOUND` FOUND -Cr— EXISTING SIGN Mw Q EXISTING MONITORING WELL cKb UTILITY POLE wv D4w EXISTING WATER VALVE EXISTING HYDRANT D4 EXISTING GAS VALVE 50 EXISTING SANITARY SEWER MANHOLE El EXISTING CATCH BASIN EXISTING DRAIN MANHOLE r OBSERVATION HOLE LOCATION P-? Q PE'RC TEST LOCATION WF-1 WETLAND FLAG LOCATION R-1 BANK FLAG TREE LINE X 102.44 EXISTING SPOT GRADE -- — -- --21 g— — — — — EXISTING CONTOUR EDGE OF FLAGGED WETLANDS OHW EXISTING OVERHEAD WIRES OHW UEL - EXISTING UNDERGROUND ELECTRIC UEL cas EXISTING GAS LINE cas wAT EXISTING WATER LINE wAT sn So EXISTING STORM DRAIN ss EXISTING SANITARY SEWER ss SYMBOL & LINE LEGEND O IRON PIPE FOUND • IRON PIPE TO BE SET o CONCRETE BOUND FOUND ■ CONCRETE BOUND TO BE SET COMPUTED POINT -6- EXISTING SIGN MW 0 EXISTING MONITORING WELL EXISTING LIGHT POLE UTILITY POLE - GUY ANCHOR Q EXISTING ELECTRIC MANHOLE O EXISTING TELEPHONE MANHOLE EXISTING WELL LOCATION wv "N EXISTING WATER VALVE " EXISTING WATER SHUT-OFF EXISTING HYDRANT N PRnPn.SFrn wATE!? vAVL1= PROPOSED HYDRANT X EXISTING GAS VALVE Os EXISTING SANITARY SEWER MANHOLE ❑ EXISTING CATCH BASIN EXISTING DRAIN MANHOLE 0 PROPOSED CATCH BASIN • PROPOSED MANHOLE Sa-r 0 SOIL BORING LOCATION qk, \I OBSERVATION HOLE LOCATION P-1 Q PERC TEST LOCATION P WF-1 WETLAND FLAG LOCATION r R-' M.A. H. W. FLAG LOCATION WETLAND EXISTING STONE WALL TREELINE x 102i4 EXISTING SPOT GRADE - - - - -219- -- -- - - EXISTING CONTOUR x 94.7 PROPOSED SPOT GRADE PROPOSED CONTOUR 214 EDGE OF FLAGGED WETLANDS OHw oHw EXISTING OVERHEAD WIRES UEL, EXISTING UNDERGROUND ELECTRIC UEL TEL EXISTING TELEPHONE LINE TEL w EXISTING GASLINE GAs wAT EXISTING WATER LINE wAT so EXISTING STORM DRAIN SD ss- EXISTING SANITARY SEWER ss Low --- - LIMIT OF WORK LINE Low EROSION CONTROL BARRIER ABBREVIATIONS A.F.F. - ABOVE FINISHED FLOOR A.F.S. - ABOVE FINISHED SLAB APPROX. - APPROXIMATE A.T.F. - ABOVE TOP' OF FOUNDATION BLDG. - BUILDING BLK. - BLOCK BOT. - BOTTOM B. 0. W. -- BOTTOM OF WALL BRG. - BEARING CB. - CATCH BASIN CL - CENTERLINE C.I. - CAST IRON CLR. - CLEAR CONC. - CONCRETE CONT. - CONTINUOUS CONTR. - CONTRACTOR DBL. - DOUBLE DET, - DETAIL D.I. - DUCTILE IRON DIA. - DIAMETER DIM. - DIMENSION DT'L. - DETAIL DWG. --- DRAWING EA. - EACH !=LEG. - ELEG TMIG ELEV. - ELEVATION EXIST. - EXISTING EXT. - EXTERIOR FFE - FINISH FLOOR ELEVATION FIN. --y FINISH FLR. - FLOOR FOUND. - FOUNDATION FT. - FOOT OR FEET INSTL. - INSTALLED L7 - LIGHT MAX. - MAXIMUM M M M.A. H. W. - MEAN ANNUAL HIGH WATER MH. - MANHOLE MIN. - MINIMUM MISC. - MISCELLANEOUS N.T.S. - NOT TO SCALE O.A. - OVERALL O.C. ON CENTER PCB - PROPOSED CATCH BASIN PDMH - PROPOSED DRAIN MANHOLE PFES - PROP. FLARED END SECTION POCS - PROP. OUTLET CONTROL STRUCT. PS MH - PROP. SANITARY SEWER MANHOLE PWQU - PROP. WATER QUALITY UNIT P.S.I. - POUNDS PER SQUARE INCH REINF. - REINFORCING SHE - BI$fE1T HAND SPEC. - SPECIAL OR SPECIFICATIONS SQ. - SQUARE ST. - STEEL STA. - STATION T.O.F. - TOP :OF FOUNDATION T.O. - `.. W. TOP OF WALL. T.S. - TOP OF STEEL TYP. - TYPICAL W/ - WITH WTR. - WATER W.W.M. - WELDED WIRE MESH EROSION & SEDIMENT CONTROL NOTES MANAGEMENT STRATEGIES 1, CONSTRUCTION TRAFFIC- SHALL BE LIMITED TO THE CONSTRUCTION ENTRANCE. 2. CONSTRUCTION SEQUENCE SHALL BE PHASED TO AVOID LE AVING LARGE AREAS EXPOSED FOR LONG PERIODS OF TIME. 3. TEMPORARY SEED AND MULCH SHALL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING. 4. SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED CONTINUOUS LY, ESPECIALLY FOLLOWING STORM EVE NTS TO LOCATE FAILING CONTROL MEASURES AND CON DUCT ROUTINE MAINTENANCE OPERATIO NS. 5. THE CONSTRUCTION SUPERINTENDENT SHALL INFORM ALL ON -SITE WORKE RS OF THE SEDIMENTATION CONTROL PROGRAM. VEGETATIVE CONTROL PRACTICES 1,. TOPSOIL STOCKPILING: TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE DISTURBED AND STOCKPILED FOR. LATER USE.. STOCKPILE :LOCATION SHALL BE APPROVED BY THE OWNER AND ENGINEER AND BE WITHIN LIMIT OF WORK. 2. TEMPORARY SEEDING: THE TEMPORARY SEDIMENT BASIN, TOPSOIL STOCKPILE AND ROUGH GRADED AREAS SHAL L BE SEEDE D WITH WINTER. RYE. AT A_RATE OF 30 LBS.- PER ACRE ANY SOILS THAT ARE LEFT EXPOSED AND UNDISTURBED FOR MORE THAN 30 DAYS SHALL BE TEMPORARILY SEEDED. A. SITE PREPARATION - COMPIXTC ALL (TOUGH ORADING ACTWITIeS • REMOVE ALL ROCK S AND DEBRIS LARG ER THAN 3 1N DIAMETER FROM AREAS TO BE TEMPORARILY SEEDED. -EVENLY APPLY LIME TO ACHIEVE A PH VALUE OF 6.0. • EVENLY APPLY 14 LBS. OF 5-10-10 ANALYSIS FERTILIZER TO A DEPTH OF 4" USING SUITABLE EQUIPMENT. • SEEDB ED IS TO BE LEFT IN FIRM AND .SMOOTH CONDITION. • THE LAST TILLAGE OPERATION SHA LL 8E PERFORMED ACROSS THE SLOPE. B. ESTABLISHMENT • EVENLY APPLY SEED IN ACCORDANCE WITH THE SPECIES AND RATE INDICATED ABOVE BY MEANS OF BROADCASTING OR HYDROSEEDING. • UNLESS HYDROSEEDED, COVER SEED WITH 1/4" TO 1/2" OF TOPSOIL • APPL Y MULCH OR ERO SION CONTROL BLANKET IMMEDIATELY FOLLOWING SEEDING • VERIFY SEEDING DATES WITH ENGINEER/LANDSCAPE ARCHITECT, IF ENGINEER LANDSCAPE ARCHITECT DETERMINES S THAT SEED CANNOT' BE APPLIED DUE TO CLIMATE, TOPSOIL SHALL NOT BE SPREAD AND MULCHING SHALL BE APPLIED TO THE EXPOSED SURFACE TO STABILIZE SOILS" UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. • PERMANENT SEEDI NG .SHALL- BE APPLIED BETWEEN APRIL 15 AND SEPTEMBER 30. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS OUTSIDE' THIS TIME FRAME, UPON APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. C. MAINTENANCE • ALL SEEDED/MULCHED' AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL ;BE REPAIRED AS NECESSARY. NONSTRUCTURAL CONTROL PRACTICES 1, SCARIFICATION EXPOSED SLOPES EXCEEDING 4:1 SHALL BE SCARIFIED' AT RIGHT ANGLES TO THE SLOPE. PROVIDE PERIODIC UPGRADING OF SERRATIONS DURING EXPOSED PERIOD UNTIL VEGETATION IS ESTABLISHED. PROVIDE VEGETATIVE COVER AS SOON AS POSSIBLE 2. STRAW MULCH: STRAW MULCH SHALL BE APPLIED IN CONJUNCTION WITH TEMPORARY PERMANENT SEEDING AND TO GRADED AREAS EAS WHICH REMAIN EXPOSED OUTSIDE OF RECOMMENDED SEEDING DATES. MULCH SHALL BE APPLIED AT 90 LBS. PER 1000 S.F. CONTRACTOR SHALL PERIODICALLY INSPECT AND REAPPLY AS NECESSARY, PARTICULARLY FOLLOWING SIGNIFICANT STORM EVENTS. 3. TOPSOIL: DIS TURBED AREAS SHALL.. BE TOPSOILED PRIOR TO SEED APPLICATION. APPLICATION STANDARDS: • REMOVE ALL ROCKS AND DEBRIS OVER 1 " -1 1/2" IN DIAMETER. • SCARIFY SURFACE PRIOR TO SEED APPLICATION. APPLY 6 DEPTH OF 'TOPSOIL. 4. SILT FENCE: SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE AT CULVERT OUTLET LOCATIONS, OR AS INDICATED ON THE DRAWINGS. SILT FENCE SHALL BE INSPECTED AND REPAIRED ROUTINELY, ESPECIALLY ;FOLLOWING STORM EVENTS UNTIL THE SITE HAS BEEN STABILIZED (COVER > 709) BY VEGETATION. STRUCTURAL CONTROL PRACTICES 1. RIP -RAP OUTLET PROTECTION: RIP -RAP SHALL BE PROVIDED AT ALL PIPE OUTLETS. MATERIAL SHALL BE HARD, DURABLE FIELD' OR QUARRY STONE WHICH IS ANGULAR AND RESISTS BREAKING DOWN WHEN EXPOSED TO WATER OR WEATHERING. 2. CONSTRUCTION ENTRANCE: CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DRAWINGS. 3. DUST CONTROL: A WATER TRUCK SHOULD BE LOCATED ON --SITE FOR DUST CONTROL WHILE WORK IS PROCEEDING. MAINTENANCE SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT, THE FOLLOWING ITEMS` SHALL BE CHECKED IN PARTICULAR. A. RIP -RAP OUTLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT ACCUMULATION, IF SIGNIFICANT AMOUNTS OF SEDIMENT ACCUMULATE, RIP -RAP SHALL BE REMOVED AND REPLACED. B. SILT FENCING SHALL BE INSPECTED REGULARLY FOR UNDERMINING AND DETERIORATION. REMOVE SEDIMENT FROM BEHIND FENCE WHEN IT BECOMES 6 INCHES DEEP. C. SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. SILT FENCE INSTALLATION NOTES I. THIS SEDIMENT BARRIER UTILIZES MIRAFI ENVIROFENCE (100X) OR EQUAL. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 2. THE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES HIGHER ' ( BARRIERS MAY IMPOUND VOLUMES: OF WATER SUFFICIENT TO :CAUSE FAIL URE OF THE 'STRUCTURE), IDEALLY THE FILTER FENCE SHALL BE PLACED 10 FEET AWAY FROM THE TOE OF SLOPE. 3. WHEN JOINTS ARE NECESSARY, FILTER FABRICS SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT STAKES WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY SEALED. SEE MANUFACTURER'S RECOMMENDATION. 4. STAKES SHALL BE SPACED A MAXIMU M OF 10 FEE!- APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUN D (MINIMUM OF 12 INCHES). IN APPLICATIONS :WHERE. HEAVY FLOWS ARE EXPECTED SUCH AS IN -STREAM INSTALLATIONS STAKE SPACING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND/OR THE ENGINEERS RECOMMENDATIONS. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FRO M THE BARRIER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. THE PRE ASSEMBLED SILT FENCE SYSTEM SHALL BE UNROLLED, POSITION THE. ..STAKES ON THE DOWNHILL SIDE OF THE TRENCH AND :HAMMER THE STAKES AT LEAST 12 INCHES INTO THE GROUND. 7. THE BOTTOM SIX 6 IN CHES OF THE FABRIC SHALL () BE LAID .INTO THE. TRENCH. TO PR EVENT UNDERMINI NG BY STORM WATER. RUNOFF . 8. BACKFILL THE TRENCH OVER THE FILTER FABRIC AND COMPACT SUFFICIENTLY TO PREVENT THE RUNOFF FROM ERODING THE BACKFILL: 9. THE FABRIC SHALL NOT EXTEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND SURFA CE. FI LTER FABRIC SHALL NOT BE :STAPLED TO EXISTING TREES. OR SUPPORTS OTHER THAN THE STANDARD STAKES. 10. INSTALLED SILT FENCE BARRIERS SHALL BE MAINTAINED ON A REGULAR .SCHEDULE :WHICH MAY BE PRESCRIBED BY THE LOCAL STA TE OF FEDERAL REGULATORY AUTHORITY, BUT, AT MINIMUM SHALL BE CHECKED WEEKLY AS WELL AS AFTER EACH STO RM EVENT. MAINTENANCE SHALL CONSIST OF AN INSPECTION OF TH E ENTIRE LENGTH OF THE BARRIER TO DETERMINE IF IT IS FUNCTIONING AS INTENDED. ALL BREAKS, DETACHED FABRIC, SLUMPED FABRIC, CLOGGED FABRIC, AND UNDERMINED AREAS SHALL BE FIXED THE DAY THAT THEY ARE DISCOVERED. 11. WH EN A MAXIMUM OF SIX 6 INCHES OF SED IMENT (� HAS ACCUMUL ATED .BEHIND THE SILT FENCE THIS SEDIMENT SHALL BE REMOVED AND THE FENCE SHALL BE INSPECTED FOR. TEARS CLOGGING OF BREAKS. ALL. DEFICIENCIES SHALL. BE CORRECTED IMMEDIATELY EITHER BY REPAIR OF ;REPLACEMENT OF THE SILT FENCE BARRIER AND OR STAKES AS NEEDED. 12. SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE BUT NOT BEFO RE THE UPS LOPE ARE A HAS. BE EN CLE ANED OF SIL T AND PERMANENTLY STABILIZED. HAY BALE INSTALLATION & MAIN TENANCE CE As RE D 1. HAY BALES SHALL BE PLACED IN A SINGLE ROW LENGTHWISE ON THE CONTOURWITH: ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. 2. ALL BALE S SHALL BE EITHER WIRE BOUND OR STRING TIES. BALES .SHALL. 8E INSTALLED SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES` TO PREVENT DETERIORATION OF THE BINDINGS. 3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF FOUR (4) INCHES AND A MAXIMUM DEPTH OF SIX (6) INCHES. AFTER THE BALES ARE STAKED AND CHINKED, THE EXCAVATED SOIL. SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFIL L SOIL :SHALL. CONFORM TO THE GROUND LEVEL ON THE DOWNHILL. SID E AND SHALL BE BUILT UP TO FOUR (4) INCHES AGAINST THE. UPHILL. SIDE OF THE BARRIER. 4. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO 2 STAKES OR REBA O RS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO .FORCE THE BALES TOGETHER. STAKES OR REBARS SHALL.. BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES. 5. THE GAPS BETWEEN BALES SHALL BE CHINKED (FILLED BY WEDGING) WITH STRAW To PR EVENT WATER FROM ESCAPING .BETWEEN THE BALES. LOOSE STRAW SCATTERED. OVER THE AREA IMM EDIATELY TELY UPH ILL ..FROM. A STRAW .BALE BARRIER TE NDS TO INCREASE BARRIER: EFFICIENCY.) 6. HAY BALES GENERALLY DETERIORATE ;IN 2-6 MONTHS AND THUS NEED REPLACEMENT. 7. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 8. BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. SITE PREP 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. 2. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER NOTICES PRIOR TO THE COMMENCEMENT OF WORK. J. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN. 4. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS. 5. DO NOT DAMAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE UTILITY OWNER. B. THERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE Z CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 8. DEMOLISH AND REMOVE ALL PAVEMENT, SLABS, FOOTINGS, SUBSURFACE ELEMENTS, MISCELLANEOUS DEBRIS, ETC. WITHIN PROPERTY LINES UNLESS NOTED OTHERWISE. 9. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST SO THAT DUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE ENGINEER, 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED SUBSURFACE SOIL ABSORPTION SYSTEM (SAS) AND MISCELLANEOUS DEBRIS. 11. NO ACTIVITY OTHER THAN NORMAL MAINTENANCE SHALL OCCUR OUTSIDE OF LIMIT OF WORK LINES AS SHOWN ON PLAN WITHOUT THE APPROVAL OF THE ENGINEER. 12. THE CONTRACTOR SHALL NOTIFY DIG SAFE a 1 888-344---723J PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITY. LANDSCAPE NOTES I. THE CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 2. NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR DAMAGE. THE OWNER LANDSCAPE ARC HITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT, 3. _ WARRAN FOR A PERIOD OF 7W0 GROWING SEASONS FROM THE DATE THAT THE :WORK UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPLETE, THE CONTRACTOR SHALL: 1) WARRANTEE ALL PLANTS AND SEEDED AREAS' UNDER THIS CONTRACT; 2 REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS :WHICH DIE' OR ARE IN POOR +CONDITION AS DETERMINED BY THE OWNER 3 REPL ANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL COST TO THE OWNER. 4. ALL NEW LAWN AREAS SHALL RECEIVE A MINIMUM OF 4 INCHES TOPSOIL OF THE PROPER pH AND ORGANIC CONTENT SUITABLE` FOR THE HEALTHY GROWTH OF LAWNS. THESE AREAS SHALL BE SEEDED' WITH A FINE BLADE LAWN GRASS SEED OR SODDED. ADDITIONAL OFF -SITE TOPSOIL MAY BE REQUIRED. 5. ALL AREAS TO BE MULCHED SHALL RECEIVE 4 INCHES MINIMU M 1009 SHREDDED BARK MULCH WITHIN 48 HOURS OF PLANTING UNLESS OTHERWISE NOTE D IN PLANTING DETAILS. 6. ALL TREE AND SHR UB PITS SHALL 8E AT LEAST 2 FEET WIDER AND 1 FOO T DEEPER THAN THE TR EE OR SHRUB ROOT T BALL TO BE PLANTED IN IT. BACKFILL SHALL BE HI GH QUALITY LOAM OF THE PROPER` pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF PLANT :MATERIALS. 7. ALL PLANTS SHALL BE NURSERY GROWN AND CONFORM TO THE LATEST EDITION OF "ANSI Z60.1. AMFRIC AN STANDARD FOR NUR99Rv STOCK". 8. EACH PLANT TO BE FREE FR OM DISEASE, INSECT INFESTATION, MECHANICAL INJURIES, AND IN ALL RESPECTS BE SUITABLE FOR FIELD PLANTING, 9. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTER SHEARING AND PRUNING. 10. ADJACENT TO THE TOP OF ANY WALLS OVER 36 A FENCE OR WALL SHALL BE CONSTRUCTED PER PLAN THAT MEETS LOCAL BUILDING CODE AND ALL OTHER APPLICABLE STATE AND FEDERAL LAWS. 11. SEE DETAIL SHEETS FOR ADDITIONAL DETAILS & SPECIFICATIONS. 12. SH OULD GC OR ANY SUBC ONTRACTOR CTOR ENCOUNTER A DlSGREP ANCE CONFLICT IN THE PLAN AN THE ACTUAL LOCATION OF A SITE FEATURE, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT ENGINEER AND OWN ER IMMEDIATELY.. 13. ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE OTHER TREATMENT SHALL BE LOAAED TO A MINIMUM DEPTH OF 4" AND SEEDED' IN ACCORDANCE WITH THE FOLLOWING: A. INC ORPORATE GRO UND LIMESTONE INTO ALL AREAS TO BE SEEDED AT A RATE OF 50 LBS/1,000 S.F. B. APPLY 10-6-4 FERTILIZER TO ALL AREAS TO BE ,SEEDED AT A RATE OF 2 LBS/1,000 S.F C. THOROUGHLY INCORPORATE LIME AND FERTILIZER INTO SEED BED TO DEPTH OF 3" BY DISCING OR OTHER APPROVED METHOD. D. SEED WITH THE FOL LOWING MIXTURE, APPLIED AT A RATE OF 10 LBS/1,000 S.F. SEED MIX.• NAME OF SEED X BY WEIGHT MIN. X PURITY MIN. GERMINATION IN MIXTURE POS PRETENSES 50. 90 75 "BARON" BARON BLUEGRASS FESTUCA RUBRA 25 95 8 "PENNLAWN" PENNLA WN FESCUE LOLIUM PERENNE 25,: 98 95 "PENNFINE" PENNFINE E. MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 5 LBS/1, 000 S.F. UNLESS HYDROSEEDING WAS USED. F. ALL SLOPES OF 3:1 OR GREATER AFTER BEING LOAMED, SEEDED AND MULCHED IN ACCORDANCE' WITH THE ABOVE SHALL SECURED WITH EROSION CONTROL BLAN KETS NO. AMERIC { AN GREEN S150 OR EQUAL). OVERLAP .ALL N �� ) NETTING JOINTS A MINIMUM OF 6 AND SECURE WITH DOUBLE ROW OF STAPLES. R LEVESQUE u ASSOCIATES Z Landscape Architects Civil 'En in Engineers •Land Surveyors Environmental o ental Consultants ph: 413.568.0985 fox: 413.568.0986 40School Street Westfield, MA 01 085 rlaland.com j PREPARED FOR: C W CL �1 W > W r a .Q BE u C W L. I� W u M C W tn a 0 Q J O C. CL Ace Precision, Inc. 1123 Suffield Street Agawam, MA 01001 ISSUANCE DATE: April 16, 2018 REVISIONS: I DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED, I GENERAL CONSTRUCTION NOTES 1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL CONVENE A PRE -CONSTRUCTION CONFERENCE BETWEEN THE CITY/TOWN REPRESENTATIVES, CONSULTING ENGINEERILANDSCAPE ARCHITECT, UTILITY COMPANY REPRESENTATIVES, AND ANY OTHER AFFECT ED PARTIES.. 2. THE OWNER, R LEVESQUE ASSOCIATES, INC., AND PAUL S. SMITH LAND SURVEYING AND/OR THEIR REPRESENTATIVES N PREPARING THESE PLANS HAVE ATTEMPT ED TO LOCATE ALL EXISTING UTILITIES 1N THE PROJECT AREA. HOWEVER, THERE. MAY BE UTILITIES THAT WERE NOT OR COULD NOT BE LOCATED. UNDERGROUN D UTILITI ES SHOWN ON THE PL ANS ARE IN APPROXIMATE LOCATIONS ONLY. THE :CONTRACTOR SHALL. DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL CAL L ALL APPROPRIATE UTILITY COMPANIES FOR LOCATIONS OF THEIR UTILITIES AT LEAST 48 HOU RS BEFORE COMMENCING EXCAVATION. IN THE EVENT THAT A UTILITY IS SITUATED SUCH THAT CONSTRUCTION CA NNOT PROCEED AS SHOWN ON THE PLANS, THE PROJECT ENG WEER/LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY. J. THE SITE CONTRACT OR IS RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR CCUR DUE 7O HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UTILITIES. 4 ALL FILL WORK REQUIRED TO BRING THE PROPOSED ROADWAY UP TO SUB -GRAD E LEVE L SHALL CO NFORM TO MHO SPECIFICATIONS SECTION. 150. 5. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND 8E CONSTRUCTED TO SAME. 6. ALL WORK RIGHT-OF-WAY 1N THE C! TY OWN RIGHT OF W CITY/TOWN AY AND EASEMENTS SHALL BE IN ACCORDANCE WITH THE CI 7Y/TOWN SPECIFICATIONS AND MASSACH USETTS DEPARTMENT OF TRANSPOR TATION N STANDARD SPECIFIC ATIONS FOR RO AD AND BRIDGE CONSTRUCTION, LATEST EDITION. 7. TH E CONTRACTO R SHALL GIVE :THE C/ !TY TOWN A MINIMUM OF 48 HOURS NOTICE BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION SUCH AS, BUT NOT LIMITE D T0, DRAINAGE UTILITIES, PAVEMENT,: STRIPING, CURB, ETC, REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 9. ALL WORK SH ALL BE PERFORMED IN CONFORM ANCE WITH 1TH THE CONDITION S OF APPROVAL OUTLINED IN ALL STATE AND LOCAL PERMITS. COPIES OF THE CONDITIONS' ARE INCLUDED WITHIN THE PROJECTS TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THIS INFORMATI ON PRIOR TO CONSTRUCTION AND CONFORMING TO THE CONDITIO NS AS .REQUIRED DURING CONSTRUCTION. 10. THE CON TRACTOR SHALL MAINTA IN THE JOB CL EAR OF TRASH AND DEBRIS. THE AREAS ARE 70 BE PICKED UP AT THE END OF EACH WORK DAY. WORK 11. ANY TEMPORARY FACILITIES FOR THE STORAGE OR PROTECTION OF TOOLS, EQUIPMENT OR MATERIALS SHALL CONFORM TO LOCAL REGULATIONS AND SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, AND COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY. 12. THE GEN ERAL CON TRACTOR AND HIS SUBCONTRACTORS SHALL. VISIT THE SITE AND BECOME FAMILIAR WITH ALL CONDITIONS PRIOR. TO SUBM ITTING HIS PROPO SAL. N EXTRAS DUE TO UNFAMILIARITY WITH THE EXISTING SITE OR WORKING CONDITIONS WILL BE ALLOWED. 13. CONTRACTOR SHALL BE REQUIRED TO PERFORM FINAL CLEANUP CONSISTING OF CLEANING THE PROPOSED DRAINAGE AND SEWER SYSTEMS OF ALL DEBRIS PRIOR TO THE ACCEPTANCE BY THE OWNER. ADDITIONALLY, THE PROPOSED ROADWAY SHALL BE CLEANED AND SWEPT BY THE CONTRACTOR PRIOR TO ACCEPTANCE, 14, ALL EXCAVATION SHALL COMPLY WITH OSHA'S LATEST STANDARDS. ALL REQUIREMENTS OF OSHA, S EX CAVATION STANDAR DS SHA LL BE PR OVIDED ED ,BY THE CONTRAC TOR INC LUDING, BUT NOT LIMITED TO, THE PROVISION FOR A COMPETENT PERSON ON SITE MANAGER AND ANY REQUIRED DOCUMENTATION THAT MAY REQUIRE CERTIFICATION BY A PROFESSIONAL ENGINEER. THE OWNER, THROUGH ITS ENGINEER, SHALL EXPRESSLY NOT PROVIDE ANY OF THE ABOVE REQUIREMENTS DESIGNATED BY OSHA'S EXCAVATION STANDARD. 15. TH E CONTR ACTOR SHA LL BE SO LELY RESPONSIBLE :FOR THE COST OF LAYI NG OUT ITEMS OF THE WORK BASEDALL O N CERTAI N HORIZ ONTAL CONTROL `' SUPPLIED BY THE SURVEYORAND BENCHMARK OF RECORD. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 16. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, PERMITS AND APPURTENANCES NECESSARY TO PROVIDE A COMPLETE PROJECT AS INDICATED ON THE PLANS AND IN THESE SPECIFICATIONS. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITE EXAMINATION IN ORDER TO PREPARE SITE FOR CONSTRUCTION. 18. ANY AND ALL DEMOLISHED TREES, STRUCTURES AND OTHER RUBBLE MATERIAL PERTAINING TO THIS PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR OFF --SITE AT HIS. EXPENSE IN ACCORDANCE WITH ALL OF THE CITY/TOWN ORDINANCES AND ALL. APPLICABLE STATE AND FEDERAL ENVIRONMENTAL REGULATIONS. 19. ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERATIONS SHAL L BE .REPLACED 1N ACCORDANCE WITH THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS. 20. ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT THE END OF EACH WORKING DAY BY BACKFILLING OR COVERING' WITH STEEL PLATES. 21. ALL MATERIALS AND METHODS ARE TO COMPLY WITH THE CITY/TOWN DPW STANDARDS OR MASSACHUSETTS DEPARTMENT OF TRANSPORTATION (MASSDOT) (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 22. PERMITS WILL BE REQUIRED BY CONTRACTOR WHEN WORKING WITHIN OR OCCUPYING PUBLIC WAY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED WORK PERMITS AND MAINTAINING A COPY OF ALL PERMITS IN A THREE RING BINDER OR PROJECT BOOK AND ON -SITE AT ALL TIMES. 23. BACKFILL WILL BE PLACED IN SUCCESSIVE LAYERS NOT MORE THAN TWELVE INCHES IN THICKNESS AND SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY DETERMINED BY STANDARD PROCTOR TEST (ASTM 698) FOR ALL APPLICABLE TYPES OF BACKFILL MATERIAL. NO FROZEN MATERIAL SHALL BE USED AS BACKFILL. IF, 1N THE OPINION OF THE ENGINEER OR THE DPW, THE EXCAVATED MATERIAL IS UNSUITABLE, THE ENTIRE MATERIAL FOR BACKFILLING SHALL CONSIST OF APPROVED GRAVEL OR APPROVED BORROW, AS DIRECTED. AFTER THOROUGH TAMPING AROUND AND BENEATH THE UTILITY, A SIX-INCH LAYER OF BACKFILL WILL BE THOROUGHLY COIVIPAC€1 FC,�LBi'� IF ... .._Q A DRY, ,SHALL BE MOISTENED AND THEN COMPACTED WITH MECHANICAL TAMPERS OR BY HAND TAMPERS HAVING A TAMPING FACE NOT EXCEEDING 25 SQUARE INCHES IN AREA. THE FINAL TWELVE INCHES OF FILLING WILL, IN ALL CASES, CONSIST OF APPROVED GRAVEL THOROUGHLY TAMPED. 24. CONTRACTOR SHALL PROVIDE FIELD COMPACTION VERIFICATION UTILIZING ASTM D5195-02, STANDARD TEST METHOD FOR DENSITY OF SOIL & ROCK IN -PLACE AT DEPTHS BELOW THE SURFACE BY NUCLEAR METHODS. 25. CONTRACTOR SHALL PROVIDE FIELD COMPACTION RESULTS TO ENGINEER WITHIN 24-HOURS PRIOR TO PLACEMENT OF INFRASTRUCTURE OR BITUMINOUS BINDER. 26. ALL FILL TO BRING PROPOSED ROADWAY UP TO THE SUB -GRADE LEVEL SHALL EXTEND PAST THE EDGE OF THE RIGHT-OF-WAY AT A 2:1 SLOPE. THIS IS TO PROVIDE ADEQUATE SUPPORT FOR THE RIGHT-OF-WAY. LAYOUT NOTES 1. ALL CONSTRUCTION IN CITY/TOWN RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE IN ACCORDANCE WITH THE -CITY TOWN STANDARD SPE CIFICATIONS. EClF1CA7IONS. 2. IN THE EVENT OF DISCREPANCIES BETWEEN LOCAL SPECIFICATIONS AND SITE SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL ;GOVERN. 3. SITE CONTRACTOR SHAL L PROTECT ALL BENCHMARKS AND PROPERTY MONUMENTATlON AND SHALL REPLACE OR REPAIR, AT HIS OWN EXPE NSE, BENCHMARKS AND MO NUMENTATION DIST URBED DURING CONSTRUCTION,. 4. ALL STRIPING, PAVEMENT MARKINGS, AND TRAFFIC SIGNAGE SHALL BE IN ACCOR DANCE WITH THE MANU AL ON UNIFORM TRAFFIC CONTROL D EVICES, LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLANS. 5. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO: AASHTO, OSHA, EPA, DEP, MASSDOT ETC. THE GENERAL CON TRACTOR ACTOR SHALL APPLY FOR ALL PERMITS AND SHALL PAY ALL PERMIT RELATED FEES. ALL.. NECESSARY PERMITS SHALL_ BE OBTAINED PRIOR TO THE START OF WORK. 6. AL L DIMENSI ONS AND CONDIT IONS SHOWN ON THE DRAWINGS ARE. TO 8E VERIFIED BY THE CONTRACTOR. IF FIELD CONDITIONS VARY SIGNIFICANTLY ENOUGH TO :REQUIRE A CHANGE TO TH E CONTR ACT DO CUMENTS, NTS THE PROJE CT PROPO NENT AND ENGINEER SHALL BE NOTIFIED: IMMEDIATELY. 7. TH E SITE ERA CONTRACTOR L /GEN ACTOR AND SUBC ONTRACTORS CTORS SHALL CON TACT CT THE OW NER AN D ENGINEER SHOUL D HE FIND ANY CONFLICT OR INCONSISTEN CY BETWEEN THE WORK SHOWN ON THE DRAWIN GS AND. NORMAL ACCEPTE D CONSTR UCTION PRACTICES OR HE SHALL ASSUME RESPONSIBILITY FOR ALL CORRECTIONS. 8. ANY CORRECTIONS REQUIRED Q D FOR REVISIONS TO TH E CONTR ACT DRA WINGS INIT IATED BY THE GENERAL CON TRACTOR OR SUBCONTRACTORS WITHOUT PRIORI APP ROVAL OF THE nWNFR ANn f P T",C CNOINEEP CALL be ACCOH1P0-7HED AT Tr7E cunl rKAC;1UKS KISK. 9. THE CONTR ACTOR SHALL. BE RESPONSIBLE FOR THE REMO VAL &LEGAL DISPOSAL OF ALL MATE RIAL NECE SSARY r0 PREPARE THE SI TE FOR: THE NEW CONSTRUCTION THE. SITE DRAWINGS. AS SHOWN ON 10. REPAIR DAMAGED WN ADS CITY TO ROADS AND ,� CURB S IN ACCORDANCE WITH. MASSDOT AND OR THE CITY/TOWN .REGULATIONS. 11. CONTRACTOR SHALL SAWCUT PAVEMENT EDGE WHERE PAV EMENT TO REMAIN IS ADJACENT 70 PAVEMENT TO BE REMOVED. 12. CON TRACTOR .SHALL PR EPARE SITE AS NECE SSARY FOR CON STRUCTION ON SHOW PLA NS. NON THE EARTHWORK NOTES I. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDSS OF THE VARIOUS OF UTIL ITY COMPAN IES, AND WHER E POSS IBLE, MEASURE MENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT TO BE RE LIED ON AS BEING EXACT OR COMPLETE.. THE CONTRACT OR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SI4ALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFL ICT WITH THE PROPOSED IMPROVE MENTS SHOWN ON THE PLANS. 2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. J. STORM PIPE SHALL BE AS NOTED ON PLANS. 4. EXISTING DRAINAGE STRUCTURES' TO BE INSPECTED AND REPAIRED AS NEEDED AND EXIS TING PIPE S TO BE CLEAN ED OUT TO REMOVE. ALL.. SILT AND DEBRIS. 5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED .DURING CONSTRUCTION IT SHALL BE THE 'CONTRACTOR S RESPONSIBILITY TO REPAIR AND/OR REPLACE ..THE EXISTING STRUCTUREAS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE SEALED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES FRAMES AND GRATES ARE TO BE SET' EQUAL TO FINISH GRADES, AND SHALL HAVE TRAFFIC BEARING' RING & COVERS (H20). 10. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING' PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE 11. CONTRACTOR SHAL L .ASSURE POSITIVE DRAINAGE AWAY FROM .BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 12. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SH ALL APPLY STABILIZATION FAB RIC 70 ALL SLOPES 3H.1 V OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFICATIONS UNTIL A -HEALTHY STAND OF GRASS IS OBTAINED. 13. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 14. IF CONTRACTOR RELOCATES OR SETS NEW BENCHMARKS, THE VERTICAL ELEVATIONS OF THE BENCHMARKS SHALL BE SET WITHIN A "TOLERANCE OF 0.010 FT. 15. CONTRACTOR SHALL LEAVE GRADE BEHIND CURB IN ALL PLANTER AREAS A MINIMUM OF 4" LOW ,FOR THE PLACEMENT OF SUITABLE ;TOPSOIL OR PLANTING MIX. SITE UTILITY NOTES GENERAL 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. TOPS OF EXISTING MANHOLES SHALL BE SET EQUAL TO FINISH GRADE. IN GRA SSED LANDSCAPED -AREAS WITH WATER TIGHT LIDS. 3. ALL CONCRETE FOR ENCASEMENTS SHALL. HAVE A MINIM UM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 4. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 5. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PR IOR TO INSTALLATION OF .ANY NEW LINES. 6. SI rEIc ENERAL CONTRACTOR 15 RESPO NSIBLE FOR COM PLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES AT THE CITY WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 7. THE CONTR ACTOR IS SPECIFICALLY CAU TIONED THAT THE LOCATI ON AND OR ELEVATION OF EXISTING UTIL ITIES AS SHOWN ON THESE PLANS'. IS BA SED ON REC ORDS OF THE VARIOUS UT ILITY COMPAN IES, AND WH ERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCA VATION TO REQUEST EXACT FIE LD .LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE .ALL EXIST ING UTILITIES WHICH. CO NFLICT CT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 8. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMP ANIES FO R INSTALLATION REQUIREMENTS Q REM ENTS AND SPECIFICATIONS. 9. CONTRACTOR SHALL COORDINATE INSPECTION OF UTILITY LINES WITH AUTHORITIES APPROPRIATE HOR ES PRIOR TO BACKFILLING TRENCHES. 10. CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA STANDARDS OR DIRECTIVES' OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PR OCEDURES. . THE CONT RACTOR SHALL BE RESPONS IBLE FOR TH E DESIGN .AND MAINTENANCE NT E CE OF AL L SUPPORT SYS TEMS, SLOPING, lNG, BENCHING, AND OTHER MEANS OF PROTECTION. 11 CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILIT IES WITH LOCAL COMPANIES' r0 AVOID CONFLICTS AND TO ASSURE THAT PROPER DEPTHS ARE ACHIEVED. CONTRACTOR SHAL L CO ORDINATE rE WITH LOCAL UTILITY CO MPANIES PANlES FOR EXACT LOCATION AND SCHEDULING OF CONNECTIONS TO THEIR FACILITIES . 12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, DUE TO THE LACK OF AVAILABLE DOCUMENTATION. ALL UTILITIES, INCLUDING CURB BOXES, MAY NOT BE SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL CALL THE "DIG SAFE CENTER" TO HAVE ALL UTILITIES MARK ED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES. TH E CO NTRACTOR OR SHAL LFULLY RES PONSIBLE 1BLE :FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LO CATE AN D PRE SERVE ANY AND ALL. UNDERGROUND UTILITIES... 14. DO NOT INTERRUPT EXISTING UTILITIES WITHOUT AUTHORIZATION FROM THE OWNER, OWNE RS OF ADJACENT PROPERTIES, AND THE. CORRESPONDING UTILITY OWNER. CONTRACTOR SHALL ARRANGE TO SHUT OFF UTILITIES, AS REQUIRED, WITH THE UTILITY OWNERS. 15. COORDINATE UTILITY TERMINATION WITH UTILITY OWNERS. SEWER: I. SA NITARY SEWER MAINS .AND LATERALS SHALL BE PVC PIPE .CONFORMING TO :ASTM D 3034-SDR35. THE MINIMUM SIZE FOR SEWER MAINS SHAL BE 8"; .SEWER LATERALS SHALL BE 4 MIN. 2. ALL SANITARY SEWERS, SEWER FORCE MAINS, AND SEWER LATERALS SHALL BE 1N - STALLED 1 N FIRST CLASS B EDDING AN D 1N ACC ORDANCE CE WITH THE DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS. SEWERS SHALL BE INSTALLED TO TH E LINE AND GRADE INDICATED ON THE PLANS. 3. ONLY PRECAST CONCRETE MANHOLES OF A DESIGN APPROVED BY THE TOWN ENGINEER SHALL BE INSTALLED ON A SANITARY SEW ER MAIN.. 4. NO GROUNDWATER OR SURFACE WATER SHALL BE DISCHARGED INTO THE SANITARY SEWER. 5. WHERE ROCK IS ENCOUNTERED, IT SHALL BE REMOVED TO A DEPTH OF ONE FOOT BELOW THE FLOWLINE OF THE SEWER AND THE PIPE LAID IN A PROPERLY COMPACTED GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER. 6. ONLY GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER SHALL. BE USED AS BACKFILL IN ANY TRENCH EXCAVATION. WATER: I. CONTRACTOR SHALL CONTACT THE CITY : /TOWN WATER DEPARTMENT FOR SPECIFICATIONS AND MAKE O F VALVES, VALVE BOXES, FIRE HYDRANTS AND ALL OTHER WATER LINE APPURTENANCES. 2. WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL DPW SPECIFICATIONS AND WATER DISTRIBUTION SYSTEM. CONTRACTOR SHALL COORDINATE TESTING WITH THE CITY WATER DEPARTMENT. 3. ALL WATER MAIN SHALL BE DUCTILE IRON (D.I.), CLASS 52 AWWA C-151 (ANSI A21.40 . D.T. PIPE SHALL L BE DOUBLE CEMENT LINED WITH A ..SEAL COAT CONFORMING TO AWWA C-104 (ANSI A-2`1.4); 4. JOINTS FOR D.I. PIPE SHALL BE PUSH -ON OR OTHERWISE APPROVED, AWWA C 151(ANSI A--21.51) WITH GASKETS CONFORMING TO AWWA C-11 1 (ANSI A-21.11) MAXIMUM LENGTH OF PIPE TO BE 20 L.F. 5. ALL FITTINGS SHALL BE DUCTILE IRON CLASS 53 WITH PRESSURE RATING OF 350 PSI AND MECHANICAL JOINTS CONFORMING TO AWWA C-151 (ANSI A21.51). 6. RETAINER GLANDS: RETAINER GLANDS SHALL BE DESIGNED TO IMPART MULTIPLE WEDGING ACTION AGAINST THE PIPE, INCREASE ITS RESISTANCE AS THE PRESSURE INCREASES. GLANDS SHALL 9E MANUfACTUR€D OF DUCTILE IRON CONFORMING- TO ASTM A536-80. RESTRAINING DEVICES SHALL BE DUCTILE IRON HEAT -TREATED TO A MINIMUM HARNESS OF 370 BHN. TWIST -OFF NUTS SHALL BE USED TO INSURE PROPER ACTUATING OF THE RETAINER GLAND. DIMENSIONS OF THE GLAND SHALL BE SUCH THAT IT CAN BE USED WITH THE STANDARD MECHANICAL JOINT BELL AND TEE -HEADED BOLTS ;CONFORMING TO ANS!/AWWA A21.1 AND ANSI/WWA 153/A21.5. THE RETAINER GLAND SHALL HAVE A WORKING PRESSURE OF 250 PSI WITH A MINIMUM SAFETY FACTOR OF 2:1 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE WITH THE PIPE CLASS AND PIPE MANUFACTURER FOR ALL SIZES PROVIDED ON THE JOB. THE RETAINER GLAND SHALL BE MEGA -LUG AS MANUFACTURED EBAA IRON, INC., OR APPROVED EQUAL. 7. ALL WATER MAINS, UNLESS OTHERWISE NOTED, SHALL BE INSTALLED WITH A MINIMUM FIVE FEET OF COVER. WHEN CROSSING ABOVE OR BELOW WATER PIPELINES, A MINIMUM VERTICAL SEPARATION OF SIX INCHES SHALL BE PROVIDED. WHEN CROSSING SANITARY SEWERS, A MINIMUM OF 18" SHALL BE PROVIDED: SITE UTILITY NOTES CONTINUED 8. THE INSTALLED WATER MAIN SHALL BE PRESSURE TESTED FLUSHED AND DISINFECTED BY CONTRACTOR IN ACCORDANCE WITH AWWA C-600 AND AWWA C-651 OR PER CITY/TOWN WATER DEPARTMENT STANDARDS. 9. DUCTILE IRO N PI PES :SHALL 8E INSTA LLED 1N ;ACCORDANCE .WITH AWWA' C-600. 10. AL L MEC HANICAL JOINTS ARE TO BE REST RAINED. FITTINGS SHALL. BE RESTRAINED BY MECHANICAL JOINT RESTRAINTS. THE PIPE CONNECTED TO THE FITTING SHAL L BE RESTRAINED PER THE MANUFACTURER'S SCHEDULE. 11. THE CONTRACTOR SHALL MARK THE LOCATION OF THE PROPOSED WATER MAIN AT LEAST 48 HOURS PRIOR TO EXCAVATING. EXCAVATION SHALL NOT PROCEED. WITHOUT AUTHORIZATION BY THE ENGINEER. 12. AL L WATER MAINS HYDRANT BRANCHES, .AND SERVICES SHALL .HAVE :UTILITY WA RNING TAPE. THE TAPE SHALL.. BE BURIED APPROXIMATELY 2 FEET .BELOW FINISHED GRADE 13. BACK FILL .ALL 8E COMPACTE D TO 95 PER CENT OF THE STANDARD PROCTOR DENSIT Y AS DE TERMINED BY AS TM D698. COM PACTION EQUIPMENT USED MUST BE SPE CIFICALLY LLY DESIGN ED FOR COMPACTI ON. N. TAM PING WITH THE BACK OF THE BACK HOE BUCKET IS UNACCEPTABLE COMPACTION. 14. ALL WATE R SERVICES SHALL BE 1 DlA. COPPER TUBING TYPE K SOFT TEMPER CO NFORMING NG TO A STM 888 UNLESS OTHE RWISE NOTED. 15. DEPRESS WAT ER MAIN UNDER: EXISTING SERV ICES AND HYDRANT BRANCHES TO MAINTAIN 5''-0" OF COVER. 16. ALL WATE R MAINS SHALL BE LAID PER THE PLANS TO MAINTAIN THE MAXIMUM SEPARATMN rPoA4 CXXTINC OR PROPOSED SANITARY' SEWER. OIST"AiVt;E 5rjALL Lit MEASURED EDGE TO EDGE 17. , IDENTIFY EACH :PIPE LENGTH & FITTIN G .CLEARLY WITH MANUFACTURES NAME TRADEMARK. NOMINAL- PIPE SIZE & MATERIAL DESIGNATION. 18. ' ALL WATER MAIN. S & SERVICE. PIPE S SHALL BE LAID IN A TRENCH SEPAR ATE FROM ANY OTHE R UTlLI 7Y GAS ELECTRIC, (GAS, LEC RTC, TELEPHONE, ETC.) SHALL BE A MINIMUM NO LESS THAN FIVE (5) FEET FROM ANOTHER UTILITY. 19. ALL MATERIAL SHALL BE 1N ACCORDANCE WITH CITY/TOWN WATER DEPARTMENT "RULES & 'REGULATIONS". ALL WORK TO BE PERFORMED IN ACCORDANCE WITH CITY' OW N WATER DEPARTM ENT MENT -SP ECIFICATIONS- ATfONS . CITY/TOWN WATER :DEPARTMENT STANDARDS SHALL TAKE PRECEDENCE OVER ANY REQUIREMENTS LISTED ABOVE. -- -- --- -- PERMITTING R QU u ASSOCIATESZ Landscape Architects' Civil Eng ineers •Land surveyors Environmental Consultants h 413.56 8.0985 fax. 41 Ia 3 568.0986' 40 School Street Westfield, MA 01085 rlaland.com tn W E C o =1 M 0 W z L W � .20 0 �w .,.... tn V L t W L a M 3 D` W V M Cn Q tn z L o O r.L.j V 0 CL PREPARED FOR: Ace Precision, Inc. 1123 Suffield Street Agawam, = 01001 ISSUANCE;DATE: April 16, 201`8 REVISIONS DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION[ OF MASSACHUSETTS STATE LAW SCALE: AS NOTED" RLA PROJ. NUMBER: 170809 1 E � . M'H x �. , m.=123,71 IrY DEMOLITION NOTES 1. THE INFORMATION SHOWN HEREON IS NOT INTENDED TO BE AN EXHAUSTIVE SURVEY OF ALL APPURTENANCES THAT MAY OR MAY NOT BE IN PLACE TO SERVE THE EXISTING ON -SITE STRUCTURES AND USE. SEPTIC SYSTEM COMPONENTS, UNDERGROUND TANKS, AND OTHER SUB -SURFACE STRUCTURES MAY BE IN PLACE AND MAY REQUIRE ATTENTION BEFORE CONSTRUCTION MAY PROCEED. 2, CONTRACTOR SHALL CONDUCT A PRE -DEMOLITION SURVEY TO IDENTIFY ANY AND ALL UTILITIES AND UTILITY COMPONENTS TO BE DISCONTINUED, REMOVED, OR DEMOLISHED IN PLACE AND THE PRESENCE OR ABSENCE OF ANY HAZARDOUS MATERIALS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION, REMOVAL OR RELOCATION, INCLUDING BUT NOT LIMITED TO: ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COSTS SHALL BE INCLUDED IN BASE BID. 4. CONTRACTOR SHALL ERECT AND MAINTAIN :SAFETY BARRICADES AND POST PROPER NOTICES PRIOR TO THE COMMENCEMENT OF WORK. 5. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES AND LANDSCAPING TO REMAIN. 6; CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE UTILITY OWNER. 7. ALL UTILITY DISCONNECTION SHALL BE PERFORMED TO THE SATISFACTION OF THE RELEVANT UTILITY COMPANY' AND COMPLY WITH ANY LOCAL, STATE AND/OR FEDERAL REGULATORY AGENCIES. 8. CONTRACTOR SHALL PROMPTLY TRANSPORT AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS OFF OWNERS PROPERTY.' DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISPOSAL. 9 THERE SHALL BE ;NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. 10. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 11. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST SO THAT DUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE LANDSCAPE ARCHITECT/ENGINEER.; 12. NO ACTIVITY SHALL OCCUR OUTSIDE OF LIMIT OF WORK LINE AS SHOWN ON PLAN WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT/ENGINEER AND LANDOWNER. 13. THE CONTRACTOR SHALL NOTIFY DIG SAFE 0 1-888-344-7233 A MINIMUM OF 72 HOURS (M-F) PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITY. 14. THE LANDSCAPE ARCHITECT/ENGINEER 1S NOT RESPONSIBLE FOR ANY ITEMS THAT MAY BE DISCOVERED ON -SITE DURING DEMOLITION OR CONSTRUCTION THAT WAS NOT PREVIOUSLY INDICATED ON THE SURVEYS OR INFORMATION PROVIDED. 15. PAVEMENT SHALL BE SAWCUT AT THE LIMIT OF WORK, ALL PAVING, FOOTINGS, UTILITIES, CURBING AND OTHER EXISTING IMPROVEMENTS SHALL BE REMOVED OR SUITABLY MILLED TO THE SATISFACTION OF THE OWNER AND GENERAL CONTRACTOR. CONSTRUCTION SEQUENCE 1. THE CONTRACTOR/OWNER/DEVELOPER TO BE AWARE THAT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND AN ILLICIT DISCHARGE COMPLIANCE STATEMENT ARE REQUIRED PRIOR TO ANY LAND DISTURBANCE. 2. CONTACT THE TOWN OF AGAWAM AT LEAST FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION, CONSTRUCTION, OR EARTHWORK ACTIVITY ON THIS PROJECT. 3. CONSTRUCT ANTI -TRACKING PAD AT ENTRANCE AND INSTALL ANY REQUIRED INLET PROTECTION AS DEPICTED ON THE PLAN. 4. INSTALL SILT FENCE AS SHOWN ON THE PLANS. 5. PRIOR TO THE START OF CONSTRUCTION AND/DR CLEARING OF THE SITE, THE CONTRACTOR SHALL CONTACT THE AGAWAM DPW 'ENGINEERING DIVISION TO INSPECT AND APPROVE THE INSTALLATION OF THE EROSION AND SEDIMENT CONTROL MEASURES: 6. CLEAR AND GRUB SITE. STOCKPILE ANY CHIPPING OR TOPSOIL MATERIAL TO REMAIN ON SITE FOR LONGER THAN 14 DAYS AND INSTALL SILT FENCE AROUND THE PERIMETER OF THE STOCKPILE. COMMENCE EARTHWORK BY EXCAVATING FOR THE CUT FILL SLOPES AS SHOWN ES 1 & 2 ARE. TO .• .r 3 � ,. F ..; �'' .r � ,,. ....M � ��,. �.. � ,.;� ,::,.. � .. , , � :; . Z � ON THE 3E ABANDONED r .. µ-' f `'=1+' PLANS. STABILIZE SEED ANY SLOPES THAT HAVE ACHIEVE D .FINAL GRADE.. JGGED IN MANHOLE Fr - B� `` _ ,- ?fit PVC 1 ,i 1 .0 C !NV,= € 0 .60 8. INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER S ,��' ,�� ,;�'✓ ° ,� � �. �. � .". ,4y �.:...,. 1 r `3' � ERVICE, SEWER SERVICE,. GAS. W-6 k �w � t SERVICE, ELECTRICAL SERVICE AND STORMWATER MANAGEMENT SYSTEM. Y 9. GRADE THE SITE TO ACCEPT PAVEMENT SECTION MATERIALS. Exlsb, Sid ✓ �' ♦ - _ '° -� `+ 10. INSTALL PAVEMENT AS SPECIFIED ON THE PLANS. R' I 1. y f w ,E FENCE - .M . , INNER .,LIMIT OF WORKI 7 PV l 1) RWPq t .r• • ! , — 11. UPON -INSTALLATION OF PAVEMENT SURFACE, INSTALL INLET PROTE CTION AS REQUIRED ON VC -1 z . { r I ANY NEW INLET STRUCTURES. 12. FINAL 'GRADING AND STABILIZATION DF ANY REMAINING EXPOSE D AREAS. B-213 13UFFER , r� 13. AT THE DIRECTION OF THE 'TOWN OF AGAWAM, EROSION AND SEDIMENT CONTROL MEASURES ✓ _.W..� ~ SHALL- BE REMOVED. INTERMITTENT _ {/ APPROX, BANK �jr 40 0 20 40 80 SCALE: 1 "=40' PERMITTING - R LEVESQUE ASSOCIATES z Landscape Architects Civil Engineers - Land Surveyors' Environmentol Consultants ph: 413.568.0985 fox: 41 3.568.0986 40 'School Street Westfield, MA 01085 rlaland.com r • S M, PREPARED FOR: W E CL M W W � .L U E L M in �a3 C V Cn W 0 Q d 0 L CL Ace Precision, Inc. 1123 Suffield Street Agawam, MA 01001 ISSUANCE DATE: April 16, 2018 REVISIONS: DATE: A. Revised LOW; Added Ex. Trees 1 5/15/18 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 170804 ■ ■ 9 M, BIT. BERM 1 TYPE-2 (TYP) CONCRETE WALK COMMUNAL BIKE RACK (10' LENGTH) SEE DEFINITIVE SUBD IVISION � PLAN PREPARED BY R LEVESQUE ASSOCIATES, INC. FOR LAYOUT OF ACE PR ECISION WAY �, C"ItECISIORN WAY €w w._wA : r,. } rll�� . rr�=, ,.S 113 N rn 21.34 '2'f 1 - 35' 20' R=15' Rya' r 30' R=5 f R=5 R=10 R-S - DUMPSTER PAD W/ ENCLOSURE cn Lj CO �JJ VM I R=5' 8' ry d 9 � 9, R=5' `� RAMP - CURB STOP 00 (TYP) R= 7 0'- / .� f I R=101 , DRAINAGE � I EASEMENT PROPOSED TREE LINE `ACCESSIBLE PARKING SIGN (TYP)` .ACCESSIBLE RAMP PARKING SIGN I g CRTOP8 30USR-3 (TYP) R=16' ACCESS DRIVE TO BE CONSTRUCTED STORM DRAIN EASEMENT Q. F 1 Lot it 1 1123 I � ® SANITARY .SEWER & STORM DRAIN EASEMENT Qw L �•`~` Lot 3 Gel' I - BUFFER _ STORMWATER BASIN 106 S- `' -- sF SF .200RIVERFRONT' w-1 w-2 w-3 � w-4 w-5", ' B-216 t7 00 IN R RARIA` r . B -213 � .: K A� w-7 ` 501I BUFF F R INTERMITTENT E ' B--212 { !� w-7A �� "••..,;.,-::.,.�+.,...,,....,�. fir...,.. €�� :i B-20 ""2211 .. ,.0 7B--201; L r L 2 f BROOD 0,1 MS N EXISTING 6' STOCKADE FENCE TO REMAIN 5' CONC. WALK (TTf-) CONC � CURB APPROXIMATE LOCATION OF EXISTING TREES TO :REMAIN (PROTECT IN PLACE) BIT. BERM TYPE-2 (TYP) zz i STORM DRAIN EASEMENT WETLAND BUFFER & RIVERFRONT AREA DISTURBANCE CATEGORY AREA OF DISTURBANCE WETLAND BUFFER (0-50') 2400 S.F WETLAND BUFFER (50'-100) 9,700 S.F. RIVERFRONT AREA '(0- 1 00) 0 S.F. RIVERFRONT AREA (100'-200) 155 S.F. (EXEMPT DISTURBANCE) 40 0 20 40 80 SCALE: 1 "=40' SITE INFORMATION / ZONING TABLE LOT 1N F• � "`� ` ,• �;� F/1 '"j.: •'f•: i" � F`, Z" .;^ �,. • �,,.° '.%, ��3.3:•�r ' 3= .,•,.,�✓';'- F:":.3, �I••.+ '3 Jtr'}f .!�f +''3i13 l' ° ,p+ 3 ''J: �. 33°FR �F`l f`:; •r'j. 3if : ' ZONE BUSINESS B WATER TOWN SEWER TOWN "SITE PLAN INF&MAT10N ITEM REQUIRED PROVIDED MINIMUM LOT AREA N/A 5.9683 ACRES MINIMUM ROAD FRONTAGE 100' 100 ' (OR GREATER) MINIMUM FRONT YARD SETBACK 35' 54.5' MINIMUM SIDE YARD SETBACK* 10'/15' 94 'f MINIMUM REAR YARD SETBACK 35' 35.5' MAXIMUM BUILDING HEIGHT 45'/3 STORIES < 45'/< 3 STORIES LOT 0OV9PA01=' SON -no. i9d' PARKING REQUIRED** 50 SPACES (2 HDCP) 62 SPACES (3 HDCP) SIDE YARD REQUIREMENTS SHALL BE A MINIMUM OF 10 ,FEET, EXCEPT ADJACENT TO RESIDENTIAL OR AGRICULTURAL ZONES, AT WHICH TIME IT WOULD BE 15 FEET. ** BASED ON SERVICE INDUSTRIAL BUILDING: ONE (1) PARKING SPACE FOR EACH FIVE HUNDRED (500)' SQUARE FEET OF GROSS FLOOR AREA. LAYOUT NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING SITE LAYOUT. 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE. INFORMATION CONTAINED IN OTHER SHEETS WITH SITE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SAID SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. SIGNAGE AND PAVEMENT MARKING NOTES 1. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, STOP BARS, CROSSWALKS, AND ACCESSIBLE ROUTE MARKINGS AND SYMBOLS USING WHITE TRAFFIC PAINT. PAINTED ISLANDS, FIRE LANES, AND TRAVEL WAY CENTERLINES SHALL BE PAINTED USING YELLOW TRAFFIC PAINT. ALL TRAFFIC PAINT SHALL CONFORM TO AASHTO M248 TYPE "N". 2. STOP BARS SHALL BE 12 WIDE (WHITE). J. ALL PARKING STALL LINES SHALL BE 4" WIDE (WHITE). 4. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS; MASSDOT, STATE BUILDING 'CODE AND ADA REQUIREMENTS, AND AS SHOWN ON THE PLANS & DETAILS. ACCESSIBILITY NOTES 1. ALL ACCESSIBLE ROUTES, TRANSITIONS, AND ACCESSIBLE PARKING/LOADING AREAS, INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR. 2. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF EGRESS, ADDITIONAL ACCESSIBLE ROUTES MAY BE REQUIRED. 3. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR r0 NOTIFY THE ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSED BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE PROPOSED SITE. 4. THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CUR AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SAID REGULATIONS. CONSTRUCTION SEQUENCE 1 THE CONTRACTOR/OWNER/DEVELOPER TO BE AWARE THAT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND AN ILLICIT DISCHARGE COMPLIANCE STATEMENT ARE REQUIRED PRIOR TO ANY LAND DISTURBANCE. 2. CONTACT THE TOWN OF AGAWAM AT LEAST FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION, CONSTRUCTION, OR EARTHWORK ACTIVITY ON THIS PROJECT: 3, CONSTRUCT ANTI -TRACKING PAD AT ENTRANCE AND INSTALL ANY REQUIRED INLET PROTECTION AS DEPICTED ON THE PLAN. 4. INSTALL SILT FENCE AS SHOWN ON THE PLANS. 5 UPON COMPLETION OF EROSION CONTROL MEASURES, CLEARING AND GRUBBING AND EARTHWORK MAY COMMENCE. 6. CLEAR AND GRUB SITE. — V I vv1 STOCKPIL€ ANY CHIPPIN9 gf,? TBP§0IL MATERIAL TO REMAIN ON SITE FOR LONGER THAN 14 DAYS AND INSTALL SILT FENCE AROUND THE PERIMETER OF THE STOCKPILE. 7. COMMENCE EARTHWORK BY EXCAVATING FOR THE CUT/FILL SLOPES AS SHOWN ON THE PLANS, STABILIZE/SEED ANY SLOPES THAT HAVE ACHIEVED FINAL GRADE 8.. INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER SERVICE, SEWER SERVICE, GAS SERVICE, ELECTRICAL SERVICE AND STORMWATER MANAGEMENT SYSTEM. 9. GRADE THE SITE TO ACCEPT PAVEMENT SECTION MATERIALS. 10. INSTALL PAVEMENT AS SPECIFIED ON THE PLANS. 11. UPON INSTALLATION OF PAVEMENT SURFACE, INSTALL INLET PROTECTION AS ,REQUIRED ON ANY NEW INLET STRUCTURES. 12. FINAL GRADING AND STABILIZATION OF ANY REMAINING EXPOSED' AREAS. 13. AT THE DIRECTION OF THE TOWN OF AGAWAM, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. R LEVES[QUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax; 413.568.0986 40 School Street Westfield, MA'01085 rialandcom c CW G a M W W C 0 Q 113 ,� �... M ._WE ,in V L C. tn u C W' 0 0 d J L. iL E PREPARED FOR: Ace Precision, Inc. 1123 Suffield Street Agawam, MA 01001 ISSUANCE DATE: April 16, 2018 REVISIONS: DATE A. Add Lot 2 Drive per Fire Dept; 5/15/18 Rev. Trash En c. &..Fire Access UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 170809 ■ Q`1-p , I AG 21 i 12 120 Lot 7 I 122 ' 119 , f 3:1 SLOPE MAX. I N 12.8 1 1. 122.0 o INSTALL EROSION z CONTROL :BLANKET � • I, s FUTURE ADDITION FF DFF7!•rirl�.c ..,UDDIVl.ION 4 l r PLAN PR I 1 PREPARED BY R LEVESQUE � _ 0,000 S.F. I I ASSOCIATES, INC. FOR GRADING lNSTA F.F,E.-122.0 t (?F dr pr��nicrnAl u,A V ALL INLET' _ . it 1 r- < . ANTI TRACKING "` f + f- FLUSH PDMH-4 .6 CU$8 --/ �� 120.8; ....1 APRON 120.9 ' N. RIM 119.79 _r a 1]9.3 aPCB � - MH 2 2 _ 9.25 MINIMIZE GRADING AROUND [ . .�'" � ,_�. •-ry � �w .�... �__ _.�. ., � �' 120.7 r � F RIM=120.60 1 t95 ✓' EXISTING TREE TO THE # ...,::; •<- �,.:..°_. � ...• � :;,�~:.�":- �:.� _.. _ : tl �` .-f2�... "� � w �"" "". ,�.-. , -- ,� ® � s MAXIMUM PRACTICABLE �... EXTENT i t 11V31AL1_ INLET 120.4 i ...,: � .> r 11 S.4 . PROTECTlO M 'y N E ry ..' _ I . .��S10 .. :rr � N WAY �. � : t , I 'y 3 118.5 t18.2 f 1 s.86 1 `L # t # P PCB 1 F. � r PCB-6 ..� DRAINAGE ..- I F RIM 115.70 M 119.(MENT> I � r % 123 : E ••e F{'..........:..:.........._..�e3`;�# � •., "` ._.._,', `' ` . ,,, .;•' ,� STORM DRAIN. PDMH 1 EASEMENT M-12O.26 ._ SANITARY .SEWER & �'' fF _ t ..} Si _ { :✓'l .... .... .0 - ._. r STORM CE INFILTRATION BASIN�, ti 0 JURFA INSTALLED AS PART OF ACE PRECISION WAY CONSTRUCTION T x ;d..,.:.; b'"w%. /'�i Lot it arc. t € INSTALL { F € STALL INLET PCB-5 , t , � , PROTECTION 1 v... , r f I, # f <:. # ► . RIM 118.40 sw F / INSTALL INLET tt PROTECTION s Cf � � F I..w -�. �r}:r•. � }".3 �. j Lot. 3 h I E €14 115 115 , .w• ,h INSTALL 1 cm z 12 I , INLET ._.. , 0 Fi•n . < ;;. PROTECTION .,.'.,-�.... UFFEi4 F ab 115 ro µ _cn STORM .DRAIN EASEMENT r. iiii c �. F17 - , --max ✓ _ :..._ _ _... 1 1~ 200' RFRONT l RIVE w i - FRONT - w I LIMIT OF .WORK W. F~. SILT1 / ! `� 1 FENCE LINE .� ., ,.� -� � .,........ 1 ,. � � ,< ` /,;•:�j ,� ' � �" � >� , ` ". „ T _ RIM=115.00 .. �. 1� LIMIT OF WORK/ • moo,_ _ f SILT FENCE LINE 100 INNERRIPARIAN_- .w c 7 - B-213= % w. _ SQ BUFF R w_ INTERMITTENT •✓ �` ' w STREAM: i w;0 „ ..._. B-212 . , B 202 1_ . 21 u . Pk_ + 2:0E3---2 10 b._ 12 b- 1 ;_ ;....,�PRROX. BA K DRAINAGE NOTE U"' � 2 DRAINAGE SHOWN ON THIS SHEET 1S Bw...� �. SHOWN SCHEMATICALLY -` 2t1 k..... FOR REFERENCE PURPOSES ONLY. PLEASE REFER TO SHEET G-6, DETAILS AND DRAINAGE REPORT FOR DETAILS ON 0� STORMWATER DRAINAGE SYSTEM. sv%00.T ' 40 0 20 40 80 SCALE: 1'"=40' GRADING & DRAINAGE NOTES I. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND; DRAINAGE INFORMATION SHOWN HEREON. J. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE'/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT/ENGINEER OF ANY UNEXPECTED CONDITIONS THAT ARE ENCOUNTERED DURING CONSTRUCTION. 5. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNERISITE CONTRACTOR SHALL COORDINATE WITH R LEVESQUE ASSOCIATES, INC. (RLA) TO CONDUCT A POST -CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE CONTRACTOR. 6. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THEIR RESPECTIVE CITY/TOWN DEPARTMENT SPECIFICATIONS. SHORT-TERM EROSION CONTROL MAINTENANCE 1. THE CONTRACTOR OR SUBCONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL SHOWN ON THE SEDIMENTATION AND EROSION CONTROL PLAN. 2, ALL Ef'OWON ANTI )LL IMLNI CUNTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL, THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF -SITE SEDIMENTATION IF DEEMED NECESSARY BY ON -SITE INSPECTION. 3. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEARING, GRADING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURBTHE NATURAL PROTECTION. 4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN () CALENDAR DAYS AND AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD, AND THE INSPECTION SHALL BE DOCUMENTED IN WRITING. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY 5. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID EXCESS EROSIO N OF THE SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. 6. SILT SHA LL BE REMOVED FROM BEHIND BARRIERS IF GREATER THAN 6-INCHES DEEP OR AS NEEDED.. SEDIMENT THAT IS COLLECTED IN STRUCTURES SHALL BE DISPOSED OF PROPERLY AND COVERED IF STORED ON -SITE 7. DAMAGED OR DETERIORATED ITEMS WILL ,BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. 8. ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION. 9. THE CONTRACTOR: SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING: STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO OFF -SITE SILTATION. 10. INSPECT AND MAINTAIN CONSTRUCTION ENTRANCE STONE SUCH THAT SEDIMENT DOES NOT TRACK ONTO THE STREET. ANY SEDIMENT TRACKED ONTO THE STREET SHALL BE CLEANED DAILY. 11. AFTER CATCH BASINS HAVE BEEN CONSTRUCTED AND THE SITE HAS BEEN PAVED, THE CONTRACTOR SHALL PROTECT THE INLETS BY CONSTRUCTING INLET PROTECTION AS SHOWN ON THE PLANS. INLET PROTECTION TO REMAIN IN PLACE AND MAINTAINED UNTIL DISTURBED AREAS HAVE BEEN STABILIZED, LOAMED AND SEEDED. 12. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEEN SUBSTANTIALLY STABILIZED. AFTER REMOVAL OF MEASURES, DISTURBED AREAS SHALL BE REGRADED AND STABILIZED AS NECESSARY. 13. THIS PLAN IS PROVIDED AS A BASIS FOR THE INITIAL SEDIMENTATION AND EROSION CONTROL MEASURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UPDATE AND EXPAND THIS PLAN AS SITE CONDITIONS DICTATE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREVENT THE OCCURRENCE OF SILTATION TO WETLAND RESOURCE AREAS AND THE MOVEMENT OF SEDIMENT BEYOND THE SITE BOUNDARIES. ACCESSIBILITY NOTES 1. ALL ACCESSIBLE ROUTES, TRANSITIONS, AND ACCESSIBLE PARKING/LOADING AREAS, INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR. 2. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF EGRESS, ADDITIONAL ACCESSIBLE ROUTES MAY BE REQUIRED, J. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY THE ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSED BUILDING THAT WOULD` AFFECT THE ACCESSIBILITY REQUIREMENTS' OF THE PROPOSED SITE. 4. THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CMR AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SAID REGULATIONS. CONSTRUCTION NOTES I. THE CONTRACTOR/OWNER/DEVELOPER TO BE AWARE THAT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND AN ILLICIT DISCHARGE COMPLIANCE STATEMENT ARE REQUIRED PRIOR TO ANY LAND DISTURBANCE: 2. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL FIELD LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. 3. ALL LAYOUT WORK REQUIRED SHALL BE PERFORMED BY A LICENSED SURVEYOR OR ENGINEER EMPLOYED BY THE CONTRACTOR. 4. CONTRACTOR TO NOTIFY DIG SAFE A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION A99-0 0W T9 MA GENEgAL LAW§. 5. APPROVED PLANS TO BE ON SITE AT ALL TIMES.- 6. CHANGES TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL CHANGES' TO BE APPROVED BY DESIGN ENGINEER, FIELD INSPECTOR AND CITY/TOWN ENGINEER. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND SAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 8. CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING, WALKS, AND IMPROVEMENTS OUTSIDE THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9. TREES, BRUSH AND STUMPS REMOVED BY CLEARING AND GRUBBING OPERATIONS SHALL BE TRANSPORTED OFF THE PROJECT SITE TO AN APPROVED DISPOSAL LOCATION. 10. ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE REAPPLIED. 11. ALL CONSTRUCTION METHODS TO CONFORM TO AGAWAM PLANNING' BOARD REGULATIONS AND BOARD OF PUBLIC WORKS SPECIFICATIONS. 2. AGAWAM DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL INCLUSIVE APPROVAL AS OTHER APPROVALS MAY BE NECESSARY, I.E. TOWN ENGINEER, CONSERVATION, FIRE DEPARTMENT, WATER DEPARTMENT, ETC. 13. ALL CATCH BASINS TO HAVE 48" SEALED SUMPS AND HOODS. 14. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION. PERMITTING R LEVESQUE SSOCTES.Z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph; 413.568.0985 fax:413.568.0986 40 School Street Westfield, MA 01085' Plaland.com E CL 0 W W C ..,. w E }r L. M tn C W V M C Q e WLn Q O x .J Q a. it. PREPARED FOR. - Ace Precision, Inc. 1123 Suffield Street Agawam, MA 01001 ISSUANCE DATE: April 16, 2018 REVISIONS: DATE: A. Add Lot 2 Drive; Rvsd. Trash Eric. 5/15/18 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA,PROJ. NUMBER. 170809 e- ROOF LEADER 12" HDPE MIN. S=0.010 i � c PROP. ELECTRIC, GAS & ti - ` AG WATER (FIRE & DOM.) zpNE I (SEE UTILITY NOTE 10) Lot 1 M I ,.mayy �_ � ,�: W�� „�•� � „Y � :"�.: �..'"" ,: � m.. SUBSURFACE INFILTRATION BASIN #2 (TO BE INSTALLED AS PART OF ACE PRECISION WAY CONSTRUCTION) STUB & CAP ROOF LEADER FOR FUTURE w' PDMH-4 (INSTALLED AS PART OF ACE PRECISION WAY CONSTRUCTION) RIM=119.79 12" IN=116.00 (PCS-3) 12" OUT=1 16.50 (MANIFOLD) 24 OUT=115.50 (ISO. ROW) i§ 12" HDPE 55 LF S=0.005 PCB-3 (VORTSENTRY HS36) RIM=119.25 12" OUT=116.25 1 f _ 1 3 r• y !El E t r J ? 1 { } I1oN , r W `,,,,.>ta _....w..,, _ .�`... U' \- i ` _ I" ...✓'... .+. > s' - m:: w { .� .. DRAINAGE .. ... \. EASEMENT .. _ PVC: .. . ._ � STORM , # �,. DRAIN 204 LF s• EASEMENT S � #, � 0.01J { . 2 I : t SANITARY SEWER & zi STORM DRAIN !N :EASEMENT � n 3 f d +�+}-,,. .-., f , ` luu.yluyaylo�y' t`� :.?'.,r,.,..,,„.._..,...::^-C;f`... .,: f :•' � J � . Lot AS t, , 5 ccppM fr s .E .,, .fix ....,.,.... ... �. #. ..,,p. 3 •1j m : ; I z L =f v _ r `� Lot 2 xwow � 7 +i--� ` STUB € { z i J # I' &CAP 6„ PVC{ 6'PVC ! t{ _ < • & INV=1 1240 S=0.020 i V M - z � f s 0.020 .. � f { .-- STUB & CAR' < r �r f .•^' ..:mow.,,. f+ 3 yT ./'N • E t . .5��SF 5 +L - tee cr - s W „ „,, w w w -- # SF I# w PROP.. ELECTRIC - �,: {•- , _ M_. - .> � GAS &WATER m N � _ w _, .. RIVERF .FIRE , &DO M M. SERVICES � . �. 1 , RON w COORDINATE �UTILITY PROM r ...' DER .. -�--' I IVi w 3 y 3 ., „41 r.' •... � �� ,, , ,,.. ;. � "� � � .r _,:....:� ..w > PSMH i RIM=115.00 _.._w 6" IN=110.70 ,_ _ _ ._ Er 10 z _- 6„ OUT=110.60 (PSMH-2)` 0 INNER ' 6" PVC 15 LF S=0.010 i (Z PRIOR TO THE START OF CONSTRUCTION, / _w THE EXISTING SANITARY �•- ' .SEWER. LINE" TO BE , , - �' M.�,.::_-•._ 50 BUFF B 213 .� - w_ . y ER PSMH-2 VIDEO INSPECTED. AGAWAM DPW SHALL ' ...._ �- -`•-' '' M ., REVIEW THE INSPECTION REPORT PRIOR TO INTERMITTENT , RIM=113.79 W�05 I ANY NEW SERVICES BEING INSTALLED STREAM n r;� ;, W ww 6" IN=110.45 (PSMH---1) �A, _. B--212 _ ...M:_ `'" 6" OUT=110.35 (PSMH-4) ......... £.� • �> r.. `v"..`m ':'�\y -- .. .. fit::... , 4 Ai-'PROX. BANK B `y L-20 � v3..... 1 1 f ,5 L, to I -205 ., �� {as S.11tv a INFILTRATION BASIN TO BE INSTALLE D AS PART OF ACE PRECISION WAY CONSTRUCTION STORM DRAIN EASEMENT 40 0 20 40 80 SCALE 1 "=40' UTILITY NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER, SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS AND INVERTS FROM EXISTING/PROPOSED BUILDING TO SERVICES IN THE STREET. IF ANY DISCREPANCIES EXISTS BETWEEN PLAN AND INFORMATION FOUND IN THE FIELD, CONTACT ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY. 5. SEE ARCHITECTURAL PLANS FOR BUILDING CONNECTIONS OF ALL UTILITIES. 6. UTILITY CONNECTIONS (NATURAL GAS, ELECTRICAL, TELECOMMUNICATIONS, ETC) SHOWN HEREON ARE SCHEMATIC IN NATURE TO DEPICT CONNECTION OF SAID UTILITIES TO THE SUBJECT BUILDINGS) . THE RESPECTIVE UTILITY PROVIDEP, SHALL BE RESPONSIBLEFOR THE FINAL DESIGN OF THE RELEVANT UTILITY. 7. CONTRACTOR SHALL NOTIFY DESIGNERIENGINEER OF ANY UNEXPECTED' CONDITIONS THAT ARE ENCOUNTERED DURING CONSTRUCTION. 8. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNERISITE CONTRACTOR SHALL COORDINATE WITH R LEVESQUE ASSOCIATES, INC. (RLA) TO CONDUCT A POST -CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE OY£TCM NOT rUNCTION As DESIGNED UNDER REAL WORLD LUNUMUNS, NLA WILL RECOMMEND ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER%SITE CONTRACTOR. 9. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THEIR RESPECTIVE TOWN DEPARTMENT SPECIFICATIONS. 10. PROPOSED 'UTILITY CONNECTIONS TO BUILDINGS ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS AND SERVICE SIZES TO BE DETERMINED BASED ON BUILDING USE AND ARCHITECTURAL PLANS. OIL/WATER SEPARATORS TO BE INSTALLED FOR EACH BUILDING AS REQUIRED. ONCE PROPOSED BUILDING USES ARE DETERMINED' BY THE OWNER/DEVELOPER/R LEVESQUE ASSOCIATES, INC., AN UPDATED UTILITY PLAN SHALL BE SUBMITTED TO THE AGAWAM DPW ENGINEERING DIVISION FOR REVIEW. GRADING & DRAINAGE NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WITH THE PROJECT PR OPONENT AND LANDSCA PE ARCHITECT /ENGINEER. :SHOULD THE .SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. CONTRACTOR SHALL NOTIFY DESIGNERJENGINEER OF ANY UNEXPECTED CONDITIONS THAT ARE ENCOUNTERED DURING CONSTRUCTION. 5. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNER/SITE CONTRACTOR SHALL COORDINATE WITH R LEVESQUE ASSOCIATES, INC. (RLA) TO CONDUCT A POST -CONSTRUCTION ANALYSIS OF THE - DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE CONTRACTOR. 6. ALL UTILITY CONS TRUCTION SHA LL CONFORM TO THEIR RESPECTIVE CITY/TOWN DEPARTMENT SPECIFICATIONS. CONSTRUCTION NOTES' 1 UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL FIELD LOCATIONS SHOULD OULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. 2. ALL LAYOUT WORK REQUIRED SHALL BE PERFORMED BY A LICENSED SURVEYOR OR ENGINEER EMPLOYED BY THE CONTRACTOR. J. CONTRACTOR TO NOTIFY DIG SAFE A MIN IMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION ACCORDING TO MA GENERAL LAWS. 4. APPROVED PLANS TO BE ON SITE AT ALL TIMES. 5. CHANGES TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL CHANGES TO BE APPROVED BY DESIGN ENGINEER, FIELD INSPECTOR AND CITY/TOWN ENGINEER. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND SAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 7. CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING, WALKS AND IMPROVEM ENTS OUTSIDE THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 8. TREES, BRUSH AND STUMPS REMOVED BY CLEARING AND GRUBBING OPERATIONS SHALL BE TRANSPORTED OFF THE PROJECT SITE TO AN APPROVED DISPOSAL LOCATION. 9. ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE REAPPLIED. 10. ALL CONSTRUCTION METHODS TO CONFORM" TO AGAWAM PLANNING BOARD REGULATIONS AND BOARD OF PUBLIC WORKS SPECIFICATIONS. 11. AGAWAM DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL INCLUSIVE APPROVAL AS OTHER APPROVALS MAY BE NECESSARY, I.E. TOWN ENGINEER, CONSERVATION, FIRE DEPARTMENT, WATER DEPARTMENT, ETC. 12. ALL CATCH BASINS TO HAVE 48" SEALED SUMPS AND HOODS. 13. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION. SUBSURFACE INFILTRATION BASIN CONSTRUCTION NOTE THE ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE SUBSURFACE BASIN AT THE MILESTONES LISTED BELOW. THE CONTRACTOR SHALL GIVE NOTICE OF 24' HOURS OR MORE FOR INSPECTION PURPOSES: I - EXCAVATION OF THE INFILTRATION AREA 2. INSTALLATION OF THE STONE & CHAMBERS PRIOR TO BACKFILL 3. BACKFILL OF INFILTRATION SYSTEM PRIOR TO COVERING WITH FILL SURFACE INFILTRATION BASIN CONSTRUCTION NOTE THE ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE BASIN AT THE MILESTONES LISTED BELOW. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION ON THE FOLLOWING: 1 COMPLETION OF EXCAVATION FOR THE INFILTRATION BASIN AREA TO SUBGRADE 2. AFTER SPREADING OF DENSE TURF' SEED` OR WATER -TOLERANT GRASS ■ �EESQUE ASS® iA 1 S ? Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph . 413.568.0985 fax;_ 413.568.0986 40 School Street Westfield, MA 01085 rlaland.com Ul W W d 0 M 0 W r% W C D M ULb w •� W E 'L ap r ` W L CL 3 V Cn Q`W L ®' C C. C ��k OF MA q�' EILIPE �. G OR 0 , 4$376 �y PREPARED FOR: Ace Precision, Inc. 1123 Suffield Street Agawam, MA 01001 ISSUANCE DATE: April 16, 2018 REVISIONS: DATE: A. Add Lot 2 Drive per Fire Dept. 5/15/18 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 170809 DR r t t� E" f f} E \ f "1 3 3f f J r Fr . s M. RRRO . BANK PLANT LIST KEY QTY, BOTANICAL NAME COMMON NAME SIZE SPACING NS 7 NYSSA SYLVATICA BLACK TUPELO 2-2.5" CAL. TC 1 T1LIA CORDATA L17TLELEAFLINDEN 2-2.5" CAL. AC 6 AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 2'-3' HT. (> #5 CONTAINER) BM 28 BUXUS MICROPHYLLA 'WINTERGREEN' LITTLELEAF BOXWOOD 18' —24" HT PJM 4 RHODODENDRON PJM PJ,V RHODODENDRON 18' —24" HT. GG 72 THUJA OCCIDENTALIS 'GREEN GIANT' 'GREEN GIANT' ARBORVITAE 6'-7' HT. PM 17 PSUDOTSUGA MENZIESI DOUGLAS FIR 6'-7' HT. TO 13 THUJA OCCIDENTALIS 'NIGRA' ARBORVITAE 5'-6' HT. LAWN AREA (MIN. 4" LOAM & SEED) RATE PER SUPPLIER REC. * TEN (10) 'GREEN GIANT' A LOCATIONS TO BE DETERMINED INFILTRATION BASIN TO BE INSTALLED AS PART OF ACE PRECISION WAY CONSTRUCTION RBORVITAES AT 8'-10' IN HEIGHT MAY BE INSTALLED AT SELECT AREAS WITHIN THE ROWS SHOWN HEREON;= BY LANDSCAPE ARCHITECT AT TIME OF PLANTING 40 0 20 40 80 SCALE. 1 "=40' LANDSCAPE NOTES 1. SITE CONTRACTOR SHALL REFER TO SHEET C-1, C--2, DETAIL SHEETS AND REMAINING PLAN SET FOR INFORMATION REGARDING LANDSCAPING. 2. IT SHALL BE THE SITE CONTRACTOR'S RESPONSIBILITY TO CROSS—REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH THE LANDSCAPE INFORMATION SHOWN HEREON. 3. ALL SITE PLANTINGS ARE TO MEET OR EXCEED THE MINIMUM SPECIFICATIONS DETAILED IN THE AFOREMENTIONED NOTES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SPECIFICATIONS FOR EACH INDIVIDUAL PLANTING AND SOURCE IT APPROPRIATELY. 4. PRIOR" `TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE` ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND SAID SPECIFICATIONS WITH THE PROJECT PROPONENT, LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 5. LANDSCAPE CONTRACTOR SHALL HAVE EXCAVATING CONTRACTOR, 'DIGSAFE" AND ANY APPLICABLE NON—[DIGSAFE] MEMBER UTILITIES MARK ALL UNDERGROUND UTILITIES AND PRIOR TO ANY PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND PROJECT PROPONENT IF ANY CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFLICT IS RESOLVED. PERMITTING I P = R L VES UE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985' fax: 413.568.0986 40 School Street Westfield, MA 01085 rlaland.com L C W E Z W C W 0 Q U Ln u .� W 4' L.M a z La W M Cn C Q W Ln T 0 O L CL •`.. 0: ls" fP� y �...� v` PREPARED FOR: Ace Precision, Inc. 1123 Suffield Street Agawam, MA 0100'1 ISSUANCE DATE: April 16, 2018 REVISIONS: DATE: A. Add Lot 2 Drive; Rvsd. Planting 5/15/18 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION Of MASSACHUSETTa STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 170809 PROPOSED LIGHT POLE (TYPICAL -LOT 1) LIGHT POLE TO BE INSTALLED +� aI AS PART OF ACE PRECISION , WAY CONSTRUCTION b.o b:0 b.o b:o 0:o b.o o.o b.o b:0 0.0 b.0 b\Iolb. b:0 0:1 b.1 0.2 "4]jbsl .6 1.5 1.4 1 4 d.3 1.3 1:3 1.3 1.2 b.9 \ 0.6 .7 1.0 1.2 1.3 'F:,�' 1.0 f1J b. b.9 1.1 1.2 1.3 ' : i ' �� 0� b.1 b 1 0.1 b.1 0.0 b.0 b.0 b.0 b.0 b.1 b.0.1 0.0 b.o b.1 b 1 as - 11 1.2 i:n � :2 b.o b:q b:ab:o 2 s 1.7 . , 1:.8 1.6 1k7 1.7 1.4 17 0.6 -0.8 1.3 1:5 9 i.5 1.3 D.� 9 1.5 1.6 1:4 1; :8 1.3 1.5 1.5 i:3' 0. 0: 0.0 b.o b.1 :0.1 b.1 0.1 �.•, 0:1 0.1 .2 `2,6 �1:6 �4.1� :: tl C., . 1.8 .4 �!'9�'7 7 1.2; � b.5 � b:8 1 .: 2.0 1.4 0:�} 1.1 �1.4 • 1.2 0.5 � `�` • � b.o ,'0.�9 : 7 1.3 2:0 2. 2:O 1.4 1 O.0 0.b:0 b:0 0.1 ,b.2 b. b.2 b.2 b.1 0.1 b:i 0.1 0.1 0:2 r 0.2b.2 b.1 0. 1.5 1.6 1.5 P9 0:4 b15 .1 1.7 i0.6 1.0 1.8 2:3 3.3 2.5 1.2 d,5 1.5 2-0 "1.9 1:7 a 18 3^ 1 `1.2 :' fi..•. i' A SL3 Sl3 .� :. b 0. 1:0 1.a 0.4 0:2 0:1' 0 1.4 \ SLOT- . � .8 .1 SLOT ` . .5 0:8 1.7 2:1 B4 , 1.7 1. 04 1.4 514T 1:9 L 7 1.0 , .5 5L4T 2 .8 1. 1: .2 00 b.o . i .0 b.o 0:0 b.o - 1.5 - .4 8 1.7 ,2.1 I f0. bit 5 '1;t 1.4 2,4 3. `2.8 2.3 1.4 \: 0 09 .6 0.3 ba 0.1 0.1 0.1 0.} 1.3 118 '_ 2:9 1.9 1.4 'p - 7 , 09 1.4 2:1 3:0 2�3 1.5 1. O.r 1:2 i.7 2:6 2:8 1.8 1.3 �� 6 b e 1.4 2.1 10 2:3 1.4 `b. 0:2 p.o b.0 - 0.0 L07 1 LIGHTING { R ff at :0 OY�t $ 1:1 1:5 2.0 "1:$: D �+Fl�.g■.�� 2.4 1:B 1.3 10 0:5 b.2 0.1 0.1 0:1 0:1 0. 1:3 1. •..ter �� : 7l 2.1 1.7 1 3 I0.6 � b:8 1.3 1.6 �.0 A-6 1.3 b. b.k 1.1 1:4 1.8 1.9 1.5 1.1 b.5 b•8 1.3 '1 6 2.0 1:6 13 b.� �r,1 0:0 0 0.0 FUTURE LIGHTING t b.otr 01 OP b.8 1:1 1.3 1.7 1.7 1.7 1.7 i.5 . 1.5` 1.5 1.6 1.9 1.5 1.4 11 0. b.3 b.1 b.1 0,1 Oil b.2: 0.6 1:2 1.71_ - 1: 11:7 1.3 �b.7 \0.9 1:2 1.4 1:8 , 4 1:2 0:8 a:'� 1:0 1.4 1:fi 1:7 1.5 i:1 0:6 b:8 1.1 1:4 18 a ` - �� / K: J 1.4 a b. 010 b.o b:o b,0 4 0 .8 1. 1: bs b.6 b.3 b.2 b:1 b.l b.1 Cb.3 "b.5 - -_ �:1}-.- .6 1�-1'1 0.8 b.7 0.8 4.8 0:9 �0:8 - � : ��_�-- :8'�b.6 0:5 \0: 1. 1.6 2.2 2 . 1 b.5 0:2 O:D 0 b: } D 0 :: .1 0,1 7 1.2 11 .3 :31: .� : q4b.3 OR .., . _ Qb.2 b.3 ,0:5` D,9 6r""T6 1:4 ,'I. 1:2 1:1 : 1:3 1:0 1.10:4 0: ,4-o-0t7 •taWP3 2:0 1;8 0: 04 03 0.8 1a � :8 0:4 D.2 0:1�"" OcbL: �: D.0 0.D 0:0 0.0 D'I' 0.1 0:1 (I'l 1,7 1:5 7 1:B 1. 1 1.6 1. 1:5 a:4 1.8' .6 .6 1. 1:4 1.2 1:7 0:4ib.4 o t, 1 1.a 1,z .:L6 1.7 1 wP_ FUTURE WALL 1 „ - �, � { � 1 � i:7 1s :6 LO# 2 s:1 o,D b: b.0 b.o b.o r sls PACK LOCATION O.DI 1 0.2 b.2 / 1.4 2.2 1.8 1.8\. 1 s 1. // '\ : WP4 ATION , 1,3 1.4 1:� . /1.4.. 1�G, 1:9 �:1 0;6 b.4 �.l.a� .... 6 '2:2 1:4 1:D 0.a, .,. : 1:3 il.b- 1:8: 15$ 1. 1.6 .: .. z:1 z.4 i:9 2:�z 1:7 1.4 FUTURE LIGHT :4 1. : 3 7 Ds b:3 b.1 b:1 b:o o:D o b.o t.. SL4 -1 ; �'�< SLOT # � 1 a: _ W POLE LOCATION fo.o � .' :1 b.z b:# �. 2.9 2:2: 2.r t bs os b� b. r:4 2:0 2: 1.3 b:4 b. D: z: <.. , . ... t, 1. , 3 F __ r .� '�. ... ,� ,�... ` . 2.2 1:9 0.9- ._.. SL4. �' SL3 ;' t ''�-� .5 t.8 b.a d:0 b:0 b:1 b 1.3 2.1 • 1. I 1.6 1a b:7 b.6 b.6 b. 1.2 7:6 1 4.6 b:3 0.2 0:3 1.6 1.7 - . # ` ✓ - € r 1:4 1.2 0.8 0:6 0.7 b..8,_ 0. 1:3 ,7 2:0 2:5 9 �3 1.7 1:5 b.8� \ s 3 l / i o.s 0:7 b:a b.2 0.1 b:a b.o b.o af.... ff I ua 1� 4 3 b.0 i4 0 b:0 .1 0:1 1:1 1.5 1.3 ]:5 0.4 b:4 0.6, 1.0 .4 i:4 1.8 .5 0:i --:: r b.5 , 0.6 'b.5 __ - a + 1. _.Lot 3 --- �:.::,�.:.. - - ..: _-b.5. b.� b.9 0.7. .i1..6<..„D?-.,r..67 .�1,7 O.9`. 1.2 c .5 1.5.: i:a: 1:5 f!)1.8 1.4 i:4 0: ',..{ - FUTURE LIGHT I ; • a : 0.3 b.2 ba b.1 .0 0:0 b.0 POLE LOCATION tea_ �:, a,r ® - 0.0 . Q. j.O m ` . .9-b0--- u- r u.o 0.3 b.2 b.3 4 0:9 1: .9 1:5 i 1:B 1:1 l 9 1:2 1:9 C4 1 0 :1 1.1 :2:3 -Q I 2,1 1:4� f:' .iL1.4y 1.1 1. 1 "1i �c �I 1 G� _ r _ WP3: , WP3 l 1 1� ? 0 7 4 b.3 b:r D b.a b.q f b.0 i .O r D '0:0 m D,1 b.1 D:1 0:2 0:2 r : 0.1' 6.2 0.2 b.2 , 0.4 b.7 "1:6 1.9 1:1 b 1.2 2.1 1 p!9 , 1.0 1.8 W P3 , ; WP4 I i _ l MM t_ 2.D 1:4 j 1. �12 1.0 1.3€1 a2£ b:3 0. 1.3 1.8 w r 24 2,6 a i:4 1.1 0.9 .5 0.1 b.o r wP \� urn _. -- �\ : - WP3 { WP4 b b.ol .a b:D b,0 .0 o b b.1 1.1 0.1 0.1' -0 b b.a b.0 1:4 §'b, 0, 1:2 1:5 1:9 2: iP } 6 ):9 1.8 1.4 1.2 0 7 0`.0 b:0 �0 6.0 .0 6.0 o b.o b.o b.0 b.o ,0 0.0 0. 0.0 O.o A0 `tw - 1.2 1.6 2:1 2. b. i:2 1.7 i S l f 1.D 1.7 2,2 a 1.s 1. 7 b:r 6.0 b.o 4` o b.a b.o b.o D b:o b a:o b.o b:o b.o b.o o:o b.o ;, b. } { - - a I �a 2 5 ., 5 i ,I r � L FUTURE BUILDIN 1.2' 1.8 2:a o z 1.1 b b:t b:a: f b.0 b:o b:0 0.0 0.0 0:0 b:0 b.a 1Fb b.o j o:o r \ l� l SL4 _✓ ! _- ; _ 2:7 2.3 2:1 2 3 0:2 0.2 b.2 0:1 b:a o,D b.0 b.o Im b 0 M o:a b.o b.o b.1. b.2 b.4 V b.3 b.2 b.t b.0 b.o b.o b.a 1 _ r WP4F 1 I b.c b.o o.a o 4 2.3 2.1 1;6 1 ! .2 0,1 b.1 :0:0 b.o 0.0 b:0 0.0 b.o F,. b:o 0. 0 b.0 b.t .a. b:1 b.o b:o b:a b.o b.o z i A b.o b.o a: bep bra SQ. UFF I, 3 1 f .1 b:D 0:0 o.D 0.0 b.o b.o o.o< 0.0 0:o b,a 0.0 b.0 tw b.a b:1 +,-�-�B E,R ,.,...... i 0:1 b.1�to;p O:D b:o b:a o:o - .. P � � .,.,.,.� �M `,,,....... ... 1 0.0 0 D y j t ITTT 9 0.3 D:a :0:o 0.0 O.D L FUTURE BUILDING r b.o b.a o:0 b.o ,,bo b:a b.o b.o oarb.a b.o b.a b.a b.o b.o b:o 6.0 `ba:.:gib b:D b:D o:o FUTURE LIGHT U. E:o.o oo�ba" .ao > �.ob:a` b.o o:o D:o o:o b:z 0.2 D. D.I b:o bo r POLE' LOCATION b:o b.o o:a b:o b.o b.o o.0 3>3b a;o aacY b:o 0.a b:a b.0 b.b b.o Ib.o -a:p o:o b:o b.o . b:a bo b.o b o b.o 0 oC� b o �~ D.o o.o q '-� a o.0 0:o 0.0 b: ... =b:o o:0 b . SF € ...0 b:o o o b.0 0.0 b.o 0.0 0.o b.0 0.o b:a ko b. b:D b:o 0.0 b:o b:o o Ia:o b.o b.D ob.o S;b.o o . . . : : a D.a. .o.o sDs:oF No04FAONT o.o 3o q r o:a�'Nb~:o b.o b.o1 b.0 Ox b.o b.b.o 0 0.0 0,b:0 ` Eby 0.0 0.0 " 0 0:0 0.0 b.0 q b - O b {].a b.0 0.0 .0 0.0 0:a 0.0 b.0 b.0 0.0 b.0 0.a 'b.o b.o b.o ' �, - b.o b:D b. :0 b:0 b:0 D:o b:0 b:Db.o 0.0 b.o b: 0.0 ' 00 an d,.= moo. a{� g.0 : ` .o a:D b.0 b.o "" - N o r "` b.o o:a 6.0 D.o o:o b.D :a o.o `b.o Ox 0.a b:o b.o b.o b:0 b:o b:D b:o b:o b:D b.a t_*1 '.. b.o b.o b:o .o b.0 b.a Q b:o b.0 0:a b.D 0.0 0.rf J Z .,,� E `�o w 5 �� L, 0,1.%A� ,a' o D : �R-N 60:0 b,0 rod-,b:o b:a b.o b.o b.o ko ��0 0.0 b.o ox 0.0 ... b:o o.a b:a o:o o:D b.a b.o b.o b.0 b.0 0.0 o b:a b.o b.o b.o b.o b.o D:o b.a .0 0./ b'o' q D o:D a b.o b.D 60 b.o o.o b:a :a � o -:o:o b: r , •, 8 1 D a.D 0:o b.o D:D b.o O.o o:o b.o ti:a b.0 b.a b,D b:a b:0 b:a b,o b:o b:u FUTURE WALL 0.o b.o b.a o:0 b.e _;; o V ; :a{ 0 = , :o D.a o:o o: o.D ' , o a. b:o o:a b.o b:o b.o o:o o.a o a b.o b.o 0.0 6.0 b.o b.0 b:b b.o PACK LOCATION � { � . , . td 9 0.4 'O:D b.0 b.0 0.0 0:q a b:0 0,0 0 A. 0 0 - 1' 9 l • '' D #. 0.0 D:0 D.0 D:O 0:a D,D 0:0 D:0 D 0.a- 0�0 0,0 .0. 4:0 0 -.1 0.0 OA 0.o b:0 0:0 0:0 0.0 b.0 b:0 0 ;. 0.0 b:a 0. 0:0 O.D '0:D 0:0 0.0 /0 <7 Q q p0 0:0 0:0 0.0 :0:0 b.a D.0 b.o b,D 0:0 0.0 b b.0 0.0 b: 0. 0.0 0:0 0.0 0:0 0:0 b:0 1 Ap b.a 0 .40+ O.p 0: • a.0 D.p Q:0 r11. �D, �f) q 9 D : f 0 b:0 0.0 b.0 0.0 0.0 0.0 0.0 D.O .0 0.0 b:0 T b.0 0 a.0 0:0 b:0 :OA 100 . IN IN b:o o b.o a.0 b`.oR be/R�W/ , ,D .e1r' 0.6 o.D b. .0 0- - M ae�-e.o- ee�-�.a 0.0 b:o o o:a b.o b.o qo b: o.q b.o D.0 o . b:o o:D D.o D o:a b.a 0.0 o:a 0.0 b:o o.D o.D D, s a.o o. o.0 4 o b o o a`` b:o 0.0 6.0 o:o o.o D:g o� ;o o:D 0 b.o 0 ozy? b. ` 6.0 b:a 0.0 0.0 b.o b.0 b:o 0.0 0.0 a:a 0.0 b.o b.0 b.0 b.o b.o ; b __IY21 V D' f ,o D "0. 7 b.0 0.0 b.o b.o b.o p BUFFED D. o.D b b.o b.o b.o b:o b.o b.0" '0.D b:o 0.0 0.0 b.0 b a b:o b:a b.D b a' . ithtRVIT�I°0' a:o 0.a 0.0 0.0 0.0 0A 0.0 D:0 ai0 0:0 Z. "0.0 ; :p O.D b:0 OA b.a b.0 b: b:a b:o 0.0 b:o b.o o.a 65TRt 4,o b.D '1a 0.0 b.o a •' - a' Ors ; . *P-_ AA 0:0 0,0 b:0 0:0 0.0 .0 0.0 0:0 OA bad 0.0 .0 0:0 p,0 0:D 0.0 0.0 b.o b:D b:o b.o ;b.o 'a.o b.o b.o b.0 b: % V,VU.VQ.0 D,a 0.0 0.0 b,0 b:0 0.0 00 D.D` 0. 0.0 0'0 b:D b:o a b:o b.o o:D b:o b:o b.o o:o bD b.o b.o o.a b.D o oo 0 0 0'o D:o b.D b.o b.a o; a:0 010 b:o 0.0 b.D b:o 0.0 b:o b:D ..0w b.0 b.0 b:o ob,0 b:0 0.0 -0.0 b:o 0.0 b:o b.0 b.o b.o b.o 0ho bb:obb:0 a ...b:o b:a b:o 211 b.0 b.a 0:0 b.0 b.0 b"'` (D20:0 0.o b.o 0:0 b.0 ' - h .mr m.- L -2 08 b-' _,r �o Luminaire Schedule Qty Labe! Watts Arrangement LLF Description 2 SL5 57.890 SINGLE 0.900 Beacon VPS-24L-55-3K7-5W-UNV-A-x / Mounted to 16ft Pole 4 WP3 28.4 SINGLE 0.900 Hubbel LNC2-121U-3K-3-x / Mounted at 10ft AFG 11 WP4 28.4 SINGLE 0.900 Hubbel LNC2-12LU-3K-4-x / Mounted at 10ft AFG 6 SL4 54 SINGLE 0.900 Beacon VPS-24L-55-3K7-4-UNV-A-x / Mounted to 16ft Pole 4 SL3 54 SINGLE 0.900 Beacon VPS-24L-•55-3K7-3-UNV-A-x / Mounted to 16ft Pole 5 SL4T 54 BACK -BACK 0.900 (2 HEADS) (2)Beacon VPS-24L-55--3K7-4-UNV-A-x / Mounted to 16ft Pole Calculation Summary Label Units I Avg Max Min Avg/Min Max/Min CalcPts;_ 1 Fc 0.17 3.8 0.0 N.A. N.A. Drive Lanes & Pulp in Parking Fc 1.35 3.3 , 0.2 6.75 16.50 New Road Street Entrance Fc 1.59 3.0 ' 0.5 3.18 6.00 Parking 1 Fa 1.16 2.9 0.1 11.60 29.00 Parking Lot 2 Fc 10.99 3-0 0_0 N b At a Roundabout Fc 0.72 2.6 0.1 7.20 26,00 40 0 20 40 80 SCALE: 1` "=40' LIGHTING NOTES 1. FOOT CANDLE VALUES SHOWN ON PLAN REFLECT LIGHT FROM POLE MOUNTED AND WALL MOUNTED FIXTURES. 2. PHOTOMETRIC CALCULATIONS PROVIDED BY: ILLUMINATEIVANGUARD 333 PLEASANT VALLEY ROAD SOUTH WINDSOR, CT 06074 illuminateNEcorn T. 860.282.0597 R LEVESUE ASSOCIATES Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568 0986 40 School Street Westfield, MA 01085 rlaland.com C W Q CL V iL I- T® i a E CL 4 ,V r1.r� W W ®o� �Lq _ u�,r E •� W r. M CL 3 W M u Cn Ln �+ O CLJ L. CL i 1A1 r t1c tp r 0 w s 7lt1El11S3i PREPARED FOR: Ace Precision, Inc. 1123 Suffield Street Agawam, MA 01001 ISSUANCE DATE: April 16, 2018 REVISIONS: DATE: A. Revised Trash Enc. & LOW 5/15/18 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 170809 s '- 1-314" TO 3" ANGULAR; CRUSHED STONE GEOTEXTILE FABRIC 6" MIN. 15' MINIMUM • SECTION A —A 50' MINIMUM A 15' MIN i 35MINIMUM A MAINTAIN SIDEWALK THROUGH ENTRANCE (IF PRESENT) F-1 F- NOTES 1. EACH SITE ENTRANCE IS TO HAVE A TEMPORARY CONSTRUCTION ENTRANCE.- 2. STONE IS TO BE 1-3/4" TO 3" ANGULAR CRUSHED STONE. 3. PLACE GEOTEXTILE OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 4. ANY SEDIMENT TRACKED INTO THE ROADWAY NEEDS TO BE CLEANED IMMEDIATELY. 5 ADDITIONAL STONE IS TO BE ADDED TO THE PAD AS NEEDED TO MAINTAIN THE ORIGINAL DEPTH. 6. ANY SIDEWALK DAMAGED DURING CONSTRUCTION MUST BE REPLACED AT THE CONTRACTORS/DEVELOPERS EXPENSE. 7. SIDEWALK MUST REMAIN PASSABLE, IF THE SIDEWALK BECOMES UNSAFE OR IMPASSABLE, A TEMPORARY SIDEWALK/ SIDEWALK DETOUR MUST BE PROVIDED, ANTI -TRACKING APRON (AS REQ'D) NO SCALE 6" VARIES (SEE PLAN) CHAMFER 4" CEMENT CONCRETE (6" IN VEHICULAR AREAS) FINISH GRADE 6" REVEAL (TYP.) TOOLED JOINT SEE PLAN ►�-- 1.5� MAX. 1.Oq MIN. . 'NISH PAVEMENT d a v 12" NOTES: 1. PROVIDE EXPANSION JOINTS AT MINIMUM 30 FEET O.C. Y WITH PRE -MOULDED JOINT ' W. W. MESH 6" COMPACTED GRAVEL COMPACTED SUBGRADE SECTION EXPANSION JOINT SEALANT (AT FIXED LOCATIONS) FILLER. CONCRETE SIDEWALK 2. PROVIDE CONTROL JOINTS :AT 1/2" 6 FEET 0. C. d Y2" PREFORMED 3. PROVIDE BROOM FINISH IN EXPANSION JOINT ° la DIRECTION PERPENDICULAR TO CURB. a . 4. CEMENT CONCRETE SHALL BE BUILDING FACE OR 4,000 PSI, TYPE 11. FIXED OBJECT JOINT DETAIL MONOLITHIC CONCRETE CURB & SIDEWALK NO SCALE REFLECTORIZED (ENG. GRADE) WHITE TEXT AND SYMBOL ON BLUE BACKGROUND (TYP.) WHEN REQUIRED ALUMINUM SIGN (TYP,) D.P.W BREAKAWAY POST HANDICAPPED PARKING SPECIAL. PLATE REQUIRED UNAU'#'r G,'i ZED VEHICLES MAY BE REMOVER AI OWNER'S EXPENSE PERMANENTLY INSTALLED INTU FINISHED' GROUND filly N.T.S. NOTE: MAXIMUM MOULTING DISTANCE FROM HEAD OF STALL IS 10' ELEAaE SEE: MGL C.40§21--22A, AAB 521 CMR 23.00, AGAWAM CODE §169-28 DRAWN BY' JGD PRaJECF SIT.::NAME SNT:: NO, ❑ATe a+/pa/+.o TOWN OF AGAWAM DWG. No.: T CONSTRUCT0N STANDARDS ACCESSIBLE PARKING SIGN AW1. APPROVED BY: MCC 1.5 x 1.5" OAK STAKE FILTER FABRIC (MIRAFI ENVIROFENCE 100K OR EQUAL) EXISTING GRADE 20 MIN. PROPOSED GRADE _ FLOW 16" MIN._ COMPLETELY BURY END OF FILTER FABRIC IN TRENCH SECTION SILT FENCE DETAIL NO SCALE 2` EAGH DUMP 5 DUMP STRAP 1" (25mm) REBAR FOR BAG REMOVAL FROM INLET SKLT _54CK a d a4 EXPANSION RESTRAINT a P/4" (6mm) NYLON ROPE, 2" (51 mm) FLAT WASHERS) a 4 ad: 4 a -4 INLET PROTECTION SEDIMENT FILTER SACK NO SCALE F (' FOR VAN)` �Y is a AAD 5c"1 CMR P_;1 0 FOR REQLIIKD NEiMSCR OF SPACES AND PREPrIRT"silk Ir 'PAN ACWESSIBL SPAGKS, PtrEESS3� E PARKING :SPACE 'SMALL SAVE A SLOE E E LESS yN ALL DIRECTIONS, 3 Eif EPT.OI3 VAN ACCESSIBLE SPACES DO LOT HAVE TO. ME SEPARATELY PRUVIDED IE ALL REgos3�,Er, ACCZSS-AB E, PAP1C1NC- SPACES ADZE 11 FEET WIDE WITH €� FIVE FOOT ACCESS AISLE, SEA l C 2�',4,7 ARCH! .IF. i,,RA:- ACCESS BOARD. BY: 3GD / VJC ifi *14S PR€ E SWI NAM 7;'L. 0 E3 �1 ra v TOWN or e`�0, 4M 1§i�€rttSS3RLE PARKING CONSTRUCTION STANDAIgDS SPACE A- . Brs MCC' STAPLE OR PIN BLANKET IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS EROSION CONTROL FABRIC EQUAL TO ,.,� NORTH AMERICAN GREEN SC 150 ANCHOR BLANKET IN A TRENCH ALONG THE TOP OF SLOPE BACKFILL AND COMPACT PREPARE SLOPE BEFORE APPLYING SLOPE PROTECTION MATERIAL 4" LOAM BORROW & HYDROSEED SLOPE PROTECTION MATERIAL INSTALLATION (AS REQ'D) NO SCALE -- . 4" THICK CONCRETE SIDEWALK (6" AT DRIVEWAYS) FINISHED GRADE SEE PLAN FINISHED GRADE (TREATMENT VARIES) W. W. MESH (TREATMENT VARIES) 6x6- 10 GAUGE 2.0~ (MAX.) 1.07. (MIN.) X X X X X o O °0 o° 02 0° °�8 `J. �o-CP eo QQ °o o, no ". 056. ° ° c —ry ° O�s7o, OOO� o oO a° °a oCP °026 BASE COURSE `b 00 °o 0.� o� o EXPANSION JOINT F SEALANT (WHEN REQ'D) NOTES.- 1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH f PRE- MOLDED JOINT FILLER. >- 2. PROVIDE CONTROL JOINTS AT 6' O.C. CONCRETE SIDEWALK- 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR BLDG. FACE OR TO CURB. Yz" PREFORMED FIXED OBJECT 4. CEMENT CONCRETE SHALL BE 4,000 PSI -TYPE il. EXPANSION JOINT JOINT DETAIL REINFORCED CONCRETE SIDEWALK SECTION NO SCALE 4" PROCESSED GRAVEL_1 (COMPACTED" TO 95% STANDARD PROCTOR) 8" COMPACTED BANK RUN GRAVEL BASE BITUMINOUS CONCRETE PAVING DETAIL NO SCALE CATCH BASIN OR MANHOLE HAY BALE INSTALL FILTER FABRIC UNDER GRATE MIN. 4" OVERLAP woOD STAKE NOTE INSTALL BARRIER AT EACH CATCH BASIN AND DRAINAGE BASIN. CATCH BASINS IN PAVEMENT AREAS ARE TO RECEIVE ONLY THE FILTER FABRIC TREATMENT. INLET PROTECTION - HAY BALES NO SCALE PLANT AT THE SAME DEPTH AS PREVIOUSLY GROWN 3" PINE BARK MULCH UNTIE AND ROLL BACK BURLAP FROM Y3 OFF ROOT BALL (MIN.) IF SYNTHETIC WRAP 1S USED, REMOVE COMPLETELY SLOPE TO FORM SAUCER PLANT BACKFILL MIXTURE SCARIFY EXISTING SOIL & BLEND WITH PLANTING MIX 1 1 AND COMPACT EXISTING SUBGRADE SHRUB PLANTING DETAIL NO SCALE BLACK REINFORCED RUBBER HOSE (ABOVE FIRST BRANCH) THREE STRANDS OF # 10' GAUGE TWISTED GALVANIZED STEEL WIRE PLAN GALVANIZED EYE AND TURNBUCKLE 2"X2" UNPAINTED CEDAR STAKE (3 STAKES PER TREE) TIGHTEN AS SHOWN' TREE WRAPPING PAPER' TO SECOND' BRANCH f TREE SHALL BE SET AT OR f I" ABOVE THE ESTABLISHED y 1 FINISHED GRADE 3" PINE BARK MULCH SLOPE TO FORM SAUCER 3" UNTIE AND ROLL BACK BURLAP FROM 1/3 OF ROOT BALL (MIN); IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY PLANT BACKFILL MIXTURE 6 SCARIFY EXISTING :SOIL & BLEND 18" WITH PLANTING MIX 1:1 & COMPACT EXISTING SUBGRADE 12" VARIES 12" TREE PLANTING DETAIL No SCALE PERMITTING R LEVESUE ASSOCIATES Li Z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph:413,568.0985 fox:413.568.0986 40 School Street Westfield, MA 01085 rlaland.com C CW G d M 2 W Q C UT u E .jW L M Ln a. 9 u Cn W Ln 0 O d J L. a. ' I PREPARED FOR: Ace precision, Inc. 1123 Suffield Street Agawam, NIA 01001 ISSUANCE DATE: April 16, 2018: REVISIONS: I DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSMS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 170809 10'0„ (TYP) SPACE POSTS 8' 0. C. MAX. TYPICAL DUMPSTER ENCLOSURE ELEVATION 10'-0" (TYF'.) 3'-0» EQUAL (TYP.) EQUAL � o O Ltt 8" 6" D1A. CONCRETE FILLED BOLLARDS 7'-0" LG., EMBEDDED IN CONCRETE PAD, TYP., QTY. 3 EXPOSE PIPE 5'-0" ABOVE SLAB J HEAVY DUTY HINGES ! (3 REQUIRED EACH GATE) PIPE SET IN CONCRETE TO RECEIVE DROP ROD GATE LATCHLOCK & DROP -ROD TYPICAL ENCLOSURE PLAN VIEW DUMPSTER ENCLOSURE NO SCALE 1 1/2" BITUMINOUS CONCRETE TOP COURSE F-3 1/2" BITUMINOUS CONCRETE BINDER COURSE TEMPORARY SAWCUT EXISTING JACK HAMMER OR SAWCUT PAVEMENT EDGE FOR TEMP. PAVEMENT 12" PROCESSED GRAVEL BASE COURSE' COMPAC TED IN 6 LIF TS (PLOWABLE FILL (FULL. DEPTH) MAY BE.- REQ D BY DPW SUPT 12 MIN. OR LIMITS OF DISPLACED PAVEMENT GRANULAR MATERIAL COMPACTED IN 12" LIFTS OCCOP"A rrvc AS SHOWN PVC CAP ON PLAN 8"W PVC HORIZONTAL RAIL TOP/BOT 7"W PVC VERTICAL TONGUE & GROOVE BOARDS 5 "X5" PVC POST (SPACE 8" O.C. MAX.) 6" THK REINFORCED CONCRETE PAD • r 1'-0" LAYER OF COMPACTED STONE' (3�4 „-1 112 „) EXISTING SUBGRADE , CONCRETE FOOTING NOTES: 1. TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN FOR A MINIMUM OF ;60 DAYS. TEMPORARY PAVEMENT 3" BINDER COURSE IN ONE LIFT - COLD PATCH KNOWN AS "QPR MAYBE USED WHEN TYPE 1-1 IS UNAVAILABLE. 2. REMOVE TEMPORARY PAVEMENT AND REPLACE WITH PERMANENT PAVEMENT J. PAVEMENT THICKNESS TO BE 5'' MINIMUM, OR GREATER TO MATCH EXISTING CONDITIONS. 4. WHERE PAVEMENT IS CUT 2'-0" OR LESS FROM EDGE OF ROAD, REPAVING TO EXTEND TO EDGE OF ROAD. 5. EDGE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACK COAT PRIOR FO PLACEMENT OF THE PERMANENT PATCH, 6. EXCEPT AS OTHERWISE DIRECTED BY THE _D.P.W. SUPT., THE EDGE OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED WITH INFRARED EQUIPMENT TO SEAL THE JOIN TS, PERMANENT PAVEMENT REPLACEMENT PLAN NO SCALE SAWCUT 2" -4-,12„ 72" 36" TYPICAL ENCLOSURE DUMPSTER SECTION NOTES: 1 ALL SIDEWALK SLOPES ARE MAXIMUMS. 2 ALL SIDEWALKS ARE TO BE CONSTRUCTED TO THE SAME SPECIFICATION FOUNDIN MHD` SUPPLEMENTAL SPECIFICATIONS TO THE 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ENGLISH UNITS, JUNE '6, 2006 SECTIONS 701.00 TO 701.61 INCLUSIVE AS AMENDED - UNLESS OTHERWISE SPECIFIED. ' 3. ALL SIDEWALKS ARE TO BE 4000 PSI (28 DAY) PORTLAND CEMENT CONCRETE, 67.f 190 AIR ENTRAINED. 4. TOOL ALL JOINTS AND EDGES. 5 SIDEWALK IS TO BE POURED IN ALTERNATING 20' LENGTHS TO ACCOUNT FOR PANEL CONTR ACTION DURING. DRYING. 6. INSTALL 1 2" THICK PREFORMED EXPANSION` JOINT" ' � FILLER (M.9.14.0)` AT 20 INTERVALS 7. BROOM FINISH SID EWALK OPPOSIT E r0 THE DIRECTI ON OF TRAVEL 8. SIDEWALK IS REQUIRED TO BE COVERED WITH PLASTIC AND KEPT MOIST .FOR MINIMUM OF 72 HOURS AFTER 1T HAS SET-UP. 9. DETECTABLE WARNING PANEL ARE TO COMPLY WITH ADA 4.29.2 10, DETECTABLE WARNING PANEL TO BE CAST IN PLACE DETECTABLE WARNING PANEL. FULL CURB/BERM CURB/BERM TRANSITION 1:12 (8.37.) MAX. RAMP SLOPE DETECTABLE WARNING PANEL ;:. 1:50 (2. 0-) MAX. SLOPE a ;.;• , `` (4.0' x 4.0' MIN. LANDING) VARIES °oanoa o n 000tlBQ c MATCH WALK WIDTH (4.0' ,MIN.)' �. VARIES NOTE: ALL WORK SHALL CONFORM TO ---,` 1:20 (5.0%') MAXIMUM APPLICABLE LOCAL ORDINANCES AS WELL ADJOURNING SLOPE AS LATEST ADA STANDARDS. ACCESSIBLE RAMP - PARALLEL CURB CUT NO SCALE NOTES. 1. ALL SIDEWALK SLOPES ARE MAXIMUMS. 2. ALL SIDEWALKS ARE TO BE CONSTRUCTED TO THE SAME SPECIFICATION FOUND IN MHD SUPPLEMENTAL SPECIFICATIONS r0 THE 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ENGLISH UNITS, JUNE 6, 2006 SECTIONS 701.00 TO 701.61 INCLUSIVE, AS AMENDED UNLESS' OTHERWISE SPECIFIED. 3. ALL SIDEWALKS ARE TO BE 4000 PSI (28 DAY) PORTLAND CEMENT CONCRETE, 67..f 130 AIR ENTRAINED. 4. TOOL ALL JOINTS AND EDGES. 5. SIDEWALK IS TO BE POURED IN ALTERNATING 20' LENGTHS TO ACCOUNT FOR PANEL CONTRACTION DURING DRYING. 6. INSTALL 1/2" THICK PREFORMED EXPANSION JOINT FILLER (M.9.14.0) AT 20' INTERVALS 7. BROOM FINISH SIDEWALK OPPOSITE TO THE DIRECTION OF 'TRAVEL 8. SIDEWAL K IS REQUIRED Q ED TO BE COVERED WITH PL ASTIC AND KEPT E T MOIST FOR MINIMUM OF 72 HOURS AFTER IT HAS SET-UP. 9. DETECTABLE ET ABLE WARNING PANEL ARE TO COMPLY WITH ADA 4.29.2 10. DETECTABLE WARNING PANEL TO BE CAST IN PLACE DETECTABLE WARNING PANEL. MATCH WALK WIDTH (4.0' MIN.) NOTE: ALL WORK S APPLICABLE LOCAL C AS LATEST ADA STAI' CONFORM TO LANCES AS WELL FULL CURB/BERM CURB/BERM TRANSITION DETECTABLE WARNING PANEL 1:50 (2.09,') MAX. SLOPE 7 (4.0' x 4.0' MIN. ;LANDING) 1:12 (8.3%) MAX. RAMP SLOPE 1:20 5.0% MAX IMUM ADJOURNING SLOPE ACCESSIBLE CURB RAMP - NO FLARES NO SCALE BITUMINOUS CONCRETE BERM TYPE- NO SCALE SEE SITE PLANS FOR LENGTH 1 o" --.] 1 1 ! 3? SURFACE MOUNT FLANGE NOTES, 1. CHOSE MOUNT BASED ON SITE CONDITIONS 2. CROSS REFERENCE PLAN SET FOR DIMENSIONS BICYCLE RACK: NO SCALE 35" ANCHOR BOLT 12" MIN 1NGROUND ANCHOR MOUNT PERMITTING R LEVESUE ASSOCIATES z Landscape Architects Civil Engineers " Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986' 40 School Street Westfield, MA 01085 rlalandcom C W E :7, d M W C W ■04 Ul 0 .� u E d ' .Wt C. M W M 0 c U Cn Q W tn 00 CL 0 L a © w ti 4 f�rrrrt�at�t � PREPARED FOR: Ace Precision, Inc 1 123 Suffield Street Agawam, MA 01001 ISSUANCE DATE: April 16, 2018 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 170809 5 I t TYPE "C--L" CATCH BASIN TOP SHOWN 4'-9 114" B L TYPE 'C—L' GRA'. REDUCER �4 RISER 5„ B� HOOD 5'-4" a 1 CATCH BASIN ALL CATCH BASIN TOPS ARE TO BE LAID LEVEL PLAN REDUCER RISER 5' 5" .�•�i BASE 48" SUMP BASE . a 45" SUMP a d- 3'-0„ 4P-0p' e. d o I. 4-4" SECTION B—B SECTION A —A NOTE. CATCH BASIN TOPSVARY. AST PRECAST CONCRETE CATCH BASIN -CT STYLE NO SCALE .�A I e I 1 f r MANHOLE STRUCTURE I ALUMINUM TROUGH e A P FLOW _ FLOW P P BAFFLE HEAD EQUALIZATION BAFFLE PLAN VIEW FRAME AND GRATE„ 1.1111 � GROUT F"f FINISHED 12" INLET PIPE 5 !, SAW CUT EXISTING BIT. CONCRETE PAVEMENT AFTER EXCAVATING TRENCH AND PROVIDE HOT BITUMIN SEAL WHERE NEW BIT. CONCRETE MEETS EXISTING -2'-0" MIN. SEE PAVEMENT SECTION DETAIL °o ooa BRACE OR BATTER TRENCH WALLS AS REQUIRED' FOR STABILITY — SEE NOTE #1 MAXIMUM' TRENCH WIDTH AT TOP OF PIPE=O.D.+2 PIPE AS PER PLAN COMPACTED SUBGRADE OR UNDISTURBED MATERIAL 5'-0" MIN. COVER FOR WATER SERVICE k fl PIPE TRENCH DETAIL STANDARD NO SCALE GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR FABRICATION DRAWINGS WITH DETAILED' STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. 3. VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. STRUCTURE SHALL MEET AASHTO H2O LOAD RATING. CASTINGS SHALL MEET AASHTO M306, CAST WITH THE CONTECH STORMWATER SOLUTIONS LOGO. INSTALLATION NOTES' i. STRUCTURE TO BE CONSTRUCTED' WITH ES ANTI --FLOTATION PROVISIONS PER PLAN MANUFACTURERS SPECIFICATIONS. ELEVATION 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY To LIFT AND SET THE VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BOWER ,ALL §TRUCTURE SECT10N5 AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE 3ASED MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT DEL MINIMUM. ALL JOINTS BELOW PIPE INVERTS ARE TO BE GROUTED: SECTION A —A VORTSENTRY HS FRAME & COVER DETAIL - MODEL HS36 NO SCALE EXISTING PAVEMENT f 2'-0" MIN. -7 TRENCH NOTES 1. SHEETING, WHEN REQUIRED TO BE CUT o OFF AT LEAST 5 FT. BELOW STREET AND A MINIMUM OF 1 FT. ABOVE TOP OF PIPE. .: ,7X \ WOOD SHEETING DRIVEN BELOW MID —DIAMETER OF THE PIPE SHALL BE LEFT IN PLACE. STEEL SHEETING DRIVEN BELOW MID —DIAMETER MAY BE WITHDRAWN IF APPROVED IN WRITING BY THE ENGINEER. FOR P.V.C. PIPE, ALL SHEETING COMPACTED DRIVEN BELOW MID DIAMETER SHALL BE GRANULAR LEFT IN PLACE. BACKFILL 2. SELECTED COMMON FILL, HAND PLACED, FROM MID --DIAMETER OF PIPE TO 12" ABOVE, TOP OF PIPE. 3. TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE TREATED THE SAME AS STREET EXCEPT FOR PAVING. INITIAL BACKFILL BACKFILL 4• PROVIDE AT LEAST ONE IMPERVIOUS DAM SEE NOTE 112 IN GRAVEL BEDDING BETWEEN EACH MANHOLE WHERE DIRECTED, OR EVERY' 3/4" STONE PLACED 5. 300' FT., WHICHEVER IS LESS. COMPACT ALL BACKFILL MATERIAL WITH Ar;AtnrcT 0AJD,sTulzBFn SIDES AND BOTTOM OF vraMpTvKr rLa/t EQUIPMENT (MINIMUM TRENCH, SEE NOTE i2 TWO PASSES) TO A MINIMUM DENSITY OF 95 PERCENT OF THE STANDARD 8" MIN. PROCTOR DENSITY AS DETERMINED BY ASTM D698. 6. PLACE BACKFILL MATERIALS 1N MAXIMUM ONE FOOT LIFTS. TRENCH WIDTH PIPE DIA. + 2.0' 7 2' ,MIN/. COVER MUM 12 D ZA UTILITY WARNING TAPE MARKED "WATER PREVIOUSLY EXCAVATED MATERIAL 8" MAXIMUM STONE DIAMETER SAND (MHD 1.04.0 (TYPE a) OR GRAVEL, BORROW (MHD M1.03.0 TYPE b) WATER PIPE 4" SAND (MHD 1.04.0 (TYPE a) OR GRAVEL BORROW (MHD M 1. 03.0 TYPE b) NOTES: 1.) COMPACT ALL BACKFILL MATERIAL WITH VIBRATORY PLATE EQUIPMENT (MINIMUM TWO PASSES) TO A MINIMUM DENSITY OF 959 OF THE STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698 2.) PLACE BACKFILL MATERIALS IN MAXIMUM ONE FOOT LIFTS TYPCAL WATER MAIN TRENCH SECTION NO SCALE 6" MIN.. 6„ a-. CONCRETE COLLAR IN NON —PAVED AREAS' ONLY 5'--0„ MIN. ADJUSTABLE VALVE BOX GATE VALVE (MJ x MJ) WATER MAIN NOTES 1. ALL VALVE BOXES LOCATED IN NON —PAVED AREAS SHALL BE ENCASED IN MIN. 6" THICK CONCRETE BLOCK CONCRETE, 6" ALL AROUND 2. SET VALVE BOX FLUSH IN PAVED AREAS TYPICAL BURIED VALVE NO SCALE DOWNSPOUT (VERIFY SIZE WITH ARCHITECTURAL PLANS) 0 1" OVERLAP k -:- EI 45' BEND PVC (VARIABLE LENGTH) PIPE DIAMETER AS REQ'D o TO ACCEPT DOWNSPOUT SEE SITE PLANS FOR d. SIZE OF COLLECTOR WATER TIGHT v CONNCECTION Nu 45' BEND DOWNSPOUT COLLECTOR DETAIL NO SCALE WATER MAIN CORP. STOP 5" MIN. —SERVICE LINE CURB BOX PLAN CORPORATION STOP WATER MAIN 5'-0„ MIN. MAIN SIDE SECTION TYPICAL WATER SERVICE CONNECTION NO SCALE ADJUSTABLE SERVICE BOX CURB STOP HOUSE SIDE CONNECT TO EXISTING SERVICE SUPPLY FITTINGS AS REQUIRED PERMITTING R I EVESQUE ASSOCIATES? Landscape Architects Civil Engineers - Land Surveyors Environmental Consultants ph:413.568.0985 fax:413.568.0986 •—I,II-" 40 School Street Westfield, MA-01085 rlaland.com C W' E aM W W C Q ®° MENEM s• •L u E 4j % M u of C W L .... o CL J C. a PREPARED FOR: Ace Precision, Inc. 1 123 Suffield Street Agawam, MA 01001 ISSUANCE DATE: April'1'6, 2018 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER. 170809`