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8734_SITE PLAN - 1408 MAIN STREET.pdfb73l{ -- St'-k Plo()-- ll{Q~ ~QI() :5+r QJL+- • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 February 7,2014 Stephen R. Cincotta 1408 Main Street Agawam, MA 01001 Dear Mr. Cincotta: Tel. 413-786-0400 Fax 413-786-9927 "" <= - At its duly called meeting held on February 6, 2014, the Agawam Planning Board approved the Site Plan entitled "Site Plan -Clinical Research Management -Additiorfi: and Renovations -1408 Main Street, Agawam, MA" Prepared for: Clinical Research,:,? Management, Inc., Prepared by: Architecture EI, Inc., Rev. dated: 2/612014 conditiomi upon Board of Appeals approval and all professional staff comments being addressed:"" If you have any questions, please contact this office at 786-0400, extension 8738. sm/~ Mark R. Paleologopoulos, Chairman AGAWAM PLANNING BOARD MRPIDSD:prk Cc: ZBA Insp. Services Eng. Dept. Town Clerk . File To: CC: From: Date: Subject: • ~ TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Christopher J. Golba • Superintendent MEMORANDUM Planning / Architecture EI, Inc. File Engineering Division February 6th, 2014 Site Plan -Clinical Rc:scan:h Management -Addition and Renovations -1408 Main SL Per your request, we have reviewed the Site Plan entitled "Site Plan -Clinical Research Management - Addition and R.enovaJ:ions -1408 Main St, Agawam, MA"; Prepared for: Clinical Research Mal!agcmcnt, Inc, 1408 Main St, Aaawam., MA 01001. Prepared by: Architecture El, Inc., 264 North Main St, Suite 7, East Longmeadow, MA, 01028; Scale: I" -20'; Rev. dated: 21612014, and we do not have any comments. Sincerely, Cole Filzpatriclc, E.I.T. Civil Engineer I s:\sp\S8S clinic 11 n.narch manqcmcnt 1 ~ miUn st'anemo 2 • pllJlfting board ~113.doc To: CC: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 811 0600 • Fax (413) 811 0631 - Christopher J. Golba .SaperinteadeDt Planning I An:hitecture El, Inc. File MEMORANDUM From: Engineering Division January 16,2014 Date: Subject: Site Plan -Clinical Research Management -Addition and Renovations -1408 Main St. Per your request, we have reviewed the Site Plan entitled "Site Plan -Clinical Research Management - Addition and Renovations -1408 Main St, Agawam,MA"; Prepared for: Clinical Research Management, Inc, 1408 Main St, Agawam, MA 01001. Prepared by: Architecture El, Inc., 264 North Main St, Suite 7, East Longmeadow, MA, 01028; Scale: 1"= 20'; Rev. dated: 12131(2013, and we have the followingcommeats: I. Handicap parlcing spots must be 9' wide. Please revise the plan and the detail. 2. The Town of Agawam detail should be used for the Handicap parking spot signage. 3. Bends and restraint lengths should be shown on the plans for the 6" water line. 4. The Water Department prefers to install the 6" water service stub near the existing mailbox instead of in the middle of the intersection of River Rd and Main St. Engineering reserves the rigbt to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, ...3 ____ _ ~CL? Town Eagineer .~ ,pI51S oJinicoJ ........ h 111111",,,,,,,,,,' 1101 main ,'\momo , . ,~< plM.doc • • REFLECTORIZED (ENG. GRADE) k VWHITE TEXT AND SYMBOL ON \:). BLUE BACKGROUND (TYP.) HANDICAPPED PARKING _1Id_ ":::: ... ""'!:' WH EN --I ~ REQUIRED VM>I V" ACCESSIBLE~ _____ ALUMINUM SIGN (TYP.) $300 FINE ~ D.P.W BREAKAWAY ~POST PERMANENTLY V INSTALLED INTO 1 FINISHED GROUND SCALE: N. T.S. HANDICAPPED PARKING SPEOAL PLA lE REQUIRED UNAUlHMlZED $H1ClES MAY BE REMO\{$ AT OWNER's EXPENSE !illIE; MAXIMUM MOUNTING DISTANCE FROM HEAD OF STALL IS 10' PLEASE SEE: MGl C. 40§21-22A. AAB 521 CMR 23.00, AGAWAM CODE §169-28 _!!'t: JGO OI'ITt: Dltoa/lD DWC. NO.: 1 ","PROY£D II\': wee TOWN Of AGAWAM CONSTRUC~ON STANDARDS SliT. _ SIfT. NO. ACCESSIBLE PARKING SIGN A-' 9' 5' (8' FOR VAN) 9' \--\--\-. I ~-I )I I 7 / 7 7 7· "'" )I I Co ~ ~ ~ !IC.IE! SEE AAB 521 eMR 2J.DD F"DR REQUIRED NUMBER OF" SPACES AND PROPORTION OF" VAN ACCESSIBLE SPACES. ~ BI': JGD II£VI5ION5 Do\re: 01/13/10 REV, owe. NO.: APPROVED 111': Nee PRC.JECT TOWN OF' AGAWAM CONSTRUCTION STANDARDS SHT. NAWE ACCESSIBLE PARKING SPACE • • ·SKT. NO. A-2 chitecture!L • E n viro nment Life I nc . 264 North Moin 51., Suite 7. East longmeodow, MA 01028 Clinical Research Management February 6, 2014 - Typical Vinyl Fence/Enclosure www.ArchitectureEl.com • 413·525·9700. t • 413-525-9710, f • Admin@ArchitedureELcom Page 1 of 1 • GE Lighting Solutions Evolve™ LED Post Top Contemporary Conical (EPCC) • imagination at work • RE Cr-;--~D JAN 0 7 LU14 AGAWAM PLANNING BOAAn • • Product Features The new EvolveT• LEO Contemporary Conical Post Top offers energy efficiency and quality of light in a modern European style. The advanced LED optical system provides improved horizontal and vertical uniformity, reduced glare and improved lighting control. GE's unique optical ring technology effectively aims the light where you need it, while eliminating the unsightly shadow circles commonly seen under other LED post top fixtures. The Contemporary Conical post top can yield up to a 60-percent reduction in system energy compared with standard HID systems, depending on applications. This reliable system operates well in cold temperatures and offers more than 11 years of service life to reduce maintenance frequency and expense, based on a 50,000 hour life and 12 hours of operation per day. Containing no mercury or lead, this environmentally responsible product is RoHS compliant. Applications • Roadway, site, area, and general lighting utilizing advanced LED optical system providing high uniformity, excellent vertical illuminance, reduced offsite visibility, and reduced on-site glare. Housing • Base and Body: die-cast aluminum housing. • Top Upper Housing: one-piece spun aluminum. • A contemporary decorative luminaire of truncated cone design incorporates the heat sink directly into the unit ensuring maximum heat transfer and long LED life. • Meets 2G vibration standards per ANSI C136.32-2001. For 3G rating contact factory. LED & Optical Assembly • Structured LED array for optimized raadway, walkway and campus photometric distribution. • Evolve light engine consisting of nested concentric directional refiectors designed to optimize application efficiency and minimize glare. • Utilizes high brightness LEOs, 65 CRI at 4100K or S600K typical. • LM-79 tests and reports are performed in accordance with IESNA standards. Lumen Maintenance • System rating is 50,000 hours at L85. Contact factory for L rating ILumen Depreciation) beyond 50,000 hours. Ratings • UUcUL listed, suitable for wet locations. • IP 65 rated optical enclosure per ANSI C136.25-2009. • Temperature rated at -40· to 50·C. Mounting • Post top mounting O. D. 2 3/8-inch 160mm) or 3-inch 176mm) held in place with three hex heod set screws. Finish • Corrosion resistant polyester powder painted, minimum 2.0 mil. thickness. • Standard colors: Black, Grey and Dark Bronze. • RAL & custom colors available. Electrical • 120-277 volt and 347-480 volt available. • System power factor is >90% and THD <20%. • Class "A" Sound rating. • Integral surge protection non-dimming: -For 120-277VAC per IEEE/ANSI C62.41.-1991, 4kV!2kA Location Category B21120 Events) -For 347-480VAC per IEEE/ANSI C62.41.-1991. 6kV!3kA Lacation Category B31120 Events) • Integral surge protection GE dimming: -For 120-480VAC per IEEE/ANSI C62.41.2-2002, 6kV!3kA Location Category B 1120 Events) • EMI: Title 47 CFR Part 15 Class A • Photo Electric Sensors IPE) available for all voltages. Warranty • 5-year limited system warranty standard. • Ordering Number Logie Contemporary Conical Post Top (EPCC) EPee P=Area C = Contemporary 41 ,,277* C=Conical 5 =480* 0=]47" *Sperify single voltage only if fuse optiO'l is selected Photometries p EPee Type V -Symmetric Round (R5) 4,400 Lumens. 5600K IGE454569.ies) ~ , r' , :--/ " "" fIE cootrot not avoiklblefor 347 -480V Must be a discrete voltage. Grid Distance in Units of Mountmg Height at 16' Initiol Footcondle Values at Grode Polar Trace Vertical Ofld Horizontal PlGne through Horizontal Ang!e of Maximum Candlepower • Cootod factory for other colors, ~Contactfactory for oYOiIobility EPee Type IV -Asymmetric Forward IA41 2,200 Lumens, 5600K IGE454570.iesl v '" _, .1 , r'7 /. "I:::: ~ Grid Distance in Units of Mounting He~ht ot 16' Initiol Footcondle Values ot Grode PolarTroce Vertical and Horizontal Plane through Horizontal Angle 01 Ma)(imum Condlepower EPee Type III -Asymmetric Wide IA3) 4,400 Lumens, 5600K IGE454571.iesl , r-:<l , .\\ \ -r , I -) h I.: r-: ~ Grid Distance in Units of Mounting Height ot 16' Initial Footcandle Values at Grode Polar Trace Vertical and Horizontal Plane through Horizantal Angle of Maximum Condlepower • Product Dimensions ,------=R f \,--=-; ---'-H-'---~~- 176in_ I r 1701 mmi 24.9 in. 1634 mmi 113 in_ -r--~:::iitfi=l 1566mmi T 10.2 in. 1260mm) \ , , lL6in. (294 mm) 4.1 in. [104 mml 29.9 in. 1760mmi • Approximate Net Weight: 34~40 Ibs [16-18 kgsi • • Suggested Mounting Height: 8-16 It max [25~5 m) • Effective Projected Area [EPA): L6 sq It max [0_15 sq m) GE Lighting Solutions· 1-888-MY-GE-LED • wwwgelightingsolutions_com 1-388-6 ;.1-4 .<;-::;:'13 GE Lighting SOlutions,lLC is a subsidiary of the General Electric Company. Evolve and the GE brond ond loge oretmdemorks of the General Electric Company. () 2012 GE lighting Solutions, LlC.lnformotion provided is subject to change without notice. All vaktes are design or typicoj values when measured under laboratory conditions. OlP-2895IRev. 11/28/121 • • GE Lighting Solutions Evolve™ LED Area Light Modular Fixture -Wall Pack & Egress (EWSW & EESW) • imagination at work • • Product Features The GE Evolve™ LED Area Light alsa offers a wall pack that delivers the same autstanding performonce as the modular area light solution. Using the same light engines as the "single module" area light, the wall pack affers identical photometrics, which allows lighting designers to capitalize on the some features without compromise. In keeping with a sleek design strateg~, this product offers a modern "wedge" look, balancing the need for photometric scalabilit~ with reliable workhorse performance. The wall pack provides 10 photometric combinations, available in two color temperatures, to meet a wide range of application needs. The same wedge platform also offers an egress option to compliment the famil~, and providing a complete and consistent look for all area lighting applications. GE's exclusive optical ring design effectivel~ directs the light and produces superior verticol illuminance. Additionall~, reduced energ~ consumption, combined with a long rated life that virtuall~ eliminates ongoing maintenance expenses, enables the Evolve LED Wall and Egress to provide Significant operating cost benefits over the life of eoch fixture. Applications • Wall mounted, single module site, areo, and general lighting utilizing advanced LED optical s~stem providing high uniformit~, excellent vertical light distribution, reduced offsite visibility, reduced on-site glare and effective security light levels. Housing • Cast aluminum housing. • Sleek architectural wedge design incorporates a modular heat sink light engine directly inta the unit ensuring maximum heat transfer and long LED life. • Meets 2G vibration per ANSI C136.31-2010. For 3G rating contact manufacturer. LED & OpticClI Assembly • Structured LED arrays for optimized area light photometric distribution. • Evolve modular light engine consisting of nested concentric directional reflectors designed to optimize application efficiency and minimize glare. • Utilizes high brightness LEDs, 70 CRI at 4000K and 5700K typical. • LM-79 tests and reports are performed in accordance with IESNA standards. Lumen Maintenance • System rating is L85 at 50,000 haurs. Contact manufacturer for Lxx rating (Lumen Depreciation) beyond 50,000 hours. Ratings • ®I,® listed, suitable far wet locations. • IP 65 rated optical per ANSI C136.25-2009. • Temperature rated at -40· to 40·C 1-40· to 35·( for 347-480V fixtures). • Upward Light Output Ratio (ULOR); O. Mounting • Convenient swing out wall mount to "J" box with inspection hole for IP 65. Finish • Corrosion resistant polyester powder painted, minimum 2.0 mil. thickness. • Standard colors: Black & Dark Bronze. • RAL & custom colors available. Electrical • Wall Pack: 120-277 volt and 347-480 volt available. • Egress: 120-277 volt universal electronic driver. • System pawer factor is >90% and THO <20%. • Class "A" audible sound rating. • Integral surge protection non-dimming: -For 120-277VAC per IEEE/ANSI C62.41.-1991, 4kV/2kA Location Category B21120 Events) -For 347-480VAC per IEEE/ANSI C62.41.-1991, 6kV/3kA Location Category B3 (120 Events) • EMI: Title 47 CFR Part IS Class A. warranty • 5-year limited system warranty standard. • Ordering Number Logie Wall Pack IEWSWI EWSW W=Wollpack 5 '" SmoH W=Wedge Egress (EESWI E E SW E =Egress S '" SmoH N N A 1 A 1 N N • Contact manufacturer for other colors *Future availability. Contact morufocturer for details and timing. OPTICAL TVPICAL INITIAL TYPICAL SYSTEM DISTRIBUTION BUG RATINGS CODE TYPE LUMENS WATTAGE ORIENTATION 4000K S7aOK IES FILE NUMBER 4000K S700K 120-277V 347-480V AVAILABLE BUG BUG 4000K 5700K .. 1B!!l!I!III!III .... ___ •••• IlIIl1I1i11 ... Photometries EWSW Type IV -Asymmetric Forward IE41 7,400 Lumens, S700K IGE4S4407.iesl ,r-. , I" ; Grid Distance In Ulllts of Mounting Height at 12' Initial Footcondle Values at Grade Polar Trace Vertical and Horizontal Plone through Hofizontoj Angle of Maximum Condlepower EWSW Type III -Asymmetric Wide IE31 7,400 Lumens, S700K IGE4S4434.iesl .; lfi Grid Distance in Units of Mounting Height at 12' lnitiol Footcondle Values ot Grode PolarTmce Vertical and Hocizontol Phmethrough Horizontal Angle of Maximum Candlepcwer • Product Dimensions 17.4 in. 1441mml • FRONT VIEW .188 in. 15 mml DIA for use with 4.000 in. 1102 mml Octagon Box 14 placesl .18B in. 15 mml DIA for use with 3.250 in. 183 mml Octagon Box 14 placesl 4.375 in. 1111mml 2.875 in. 173mm) .188 in. (5 mml DIA for use with Gem-Box BACK VIEW • Approximate Net Weight for Wall Pack: 29 Ibs 113 kgs) • Approximate Net Weight for Egress: 241bs III kgs) TOP VIEW 18.4 in. 1466mm) 11.6 in. I 1294 mml ----! SIDE VIEW GE lighting Solutions· 1-888-MY-GE-LED • www.gelightingsolutions.com eRR-:=; C}_~ >S33 GE Ughting Solutions, LLC is 0 subsidiGllj of the Geoeral Electric Compony. Evolve and the GE brand and logo ore traderrooOOi of the General Electric Company. Q 2012 GE Lighting Solutions, LlC Information provided is subject to challge without notice. AU values ore design ortypiC{]1 values when meosured under loborotDrY conditions OlP-2894!Rev.11128/12) DATE: TO: FROM: RE: • Town of Agawam Board of Appeals 36 Main Street Agawam, MA 01001 MEMO January 13,2014 /' Planning Board V Board of Appeals Site Plans for: Steve Cincotta (Five-C Realty) 1408 Main Street • REASON: Steve R. Cincotta (S-C Realty), who is seeking a Special Permit in accordance with Section 180-7, Paragraph B(2) of the Town of Agawam's Zoning Ordinances to allow for the expansion of a business located at the premises identified as 1408 Main Street. Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date, we will assume that you have no objections. • emorandum To: Planning Board CC: Chief Eric Gillis From: Sergeant Donald Gallerani Date: January 14,2014 • Re: Site Plan -Clinical Research Management -1408 main Street The site plan proposal for Clinical Research Management located at 1408 Main St. it.o. add a 2,174 sf addition, make renovations to existing building, and improvements , );" '9.tn~parking and entrances for repair and accessibility compliance will have no ~pac1',2n pedestrian or motor vehicle safety. iI6." ... "' •...•. ~... "'. ~·~'w' " ,,0~¥::':' :::~:~ ~: ~es~ctfull /;1, r.; 1 • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: January 13, 2014 DATE RECEIVED: January 7, 2014 DISTRIBUTION DATE: January 7, 2014 PLANNING BOARD MEETING DATE: January 16, 2014 APPLICANT INFORMATION 1. Name of Business: Clinical Research Management Address: 1408 Main Street, Agawam, MA 2. Owner: Stephen R. Cincotta Address: Same Telephone: 413-821-0022 Fax: 413-821-0040 3. Engineer: Architecture EL -Principal: Kevin Shea Address: 264 N. Main Street, E. Longmeadow, MA 01028 Telephone: 413-525-9700 Fax: 413-525-9710 PlAN REVIEW Scale: 1"=20' Date: December 31,2013 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed 2,174 square foot addition to an existing bUSiness/professional office, renovations to existing building and improvements to parking and entrances for accessibility compliance. Site Plan Review Page 2 • • Description of Site: The proposed location of the addition is in lawn and parking lot currently. No filing with the Conservation Commission is necessary. Provision for Traffic Flow: Unchanged. Parking: Using Agawam's Parking Guidelines, 16 parking spaces are recommended and have been provided. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Unchanged. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Unchanged. Exterior Lighting: All lighting must be recessed and shielded. Rendering or Elevations: Colors to be provided. Dumpster Location: Height of fence should be noted on the plan. Dumpster must also be gated. Other Comments or Concerns: • • TOWN OF AGAWAM, MASSACHUSETTS FORM 0 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 January 07 20 14 1. Name of Business Clinical Research Management Address 1408 Main Street Phone # (413) 821-0022 Fax # (413) 821-0040 email ________________ ------:----:s~c:::.in::::co~tt~a~@~c::lin_'.::icalresearchmgt.com .---~ __ /2: Name of Applicant!Owner Stephen R. Cincotta (Five-C Realty) ) -'/ ---'-------~-------- Address 1408 Main Street "'-' Z e;;, (/) Phone# (413)821-0022 Fax# (413)821-0040 email ]> <;..:: ;:g scincotta@clinica~se@;hm@;com ~ I -c:> 3. Name of Engineer!Architect Architecture EL -Principal: Kevin Shea ~:: co :z U UJ fT1 Xl Address 264 N. Main SI. East Longmeadow, MA 01028 L!'J < (") .D f"Tl U) Phone # (413) 525-9700 Fax # (413) 525-9710 email 4. Please give a brief description of the proposed project: One Story, 2,174 SF addition to existing business! professional office; renovations to the existing building to provide bathrooms & new staff break area; improvements to the parking & entrances for repair and accessibility compliance. • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department, Police Department, Fire Department, ADA Committee FROM: Planning Board y S. V SUBJECT: Site Plan· Clinical Research Management· 1408 Main Street DATE: January 7, 2014 Please review and comment on the attached Site Plan for an addition to Clinical Research Management at 1408 Main Street prior to the Board's January 16th meeting. Thank you. DSD:prk • • TOWN OF AGAWAM, MASSACHUSETTS FORMD 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 December 31 20...:1-",3_ 1. Name of Business Clinical Research Management Address 1408 Main Street Phone # (413) 821-0022 '. .' ~., c . .", ~ ,-. : :z: en v I , I C") --j 0 Fax# (413) 821-0040 email:: scincotta@clinicattllsea,rvhmgtcom U fq :::1:.J 2. Name of Applicant/Owner -"'S",te"'p""h"'e"'n...!,R"' . ..,:C""i"'nc"'o""tt"'a'--_______ ·_:_· ~"''''',,' --;<"" .:::) ("'j Address 1408 Main Street o r"T1 U> Phone # (413) 821-0022 Fax # (413) 821-0040 email scincotta@clinicalresearchmg\.com 3. Name ofEngineer/Architect Architecture EL -Principal: Kevin Shea Address 264 N. Main SI. East Longmeadow, MA 01028 Phone # (413) 525-9700 Fax # (413) 525-9710 email 4. Please give a brief description of the proposed project: RECEIVED JAN ()7 2014 AGAWAM PLANNING BOARD One Story, 2,174 SF addition to existing business/ professional office; renovations to the existing building to provide bathrooms & new staff break area; improvements to the parking & entrances for repair and accessibility compliance. • 264 Norlh Moin Sr., Suire 7, Easf longmeoooll(, MA 01028 Letter of Transmittal To: Mr. Erik Wight Date: 1/6/2014 Inspector of Buildings 1000 Suffield Street Agawam, MA 01001 Re: 1408 Main Street, Clinical Research Management Job No. 2013-35 We are sending you: 0 Attached I Under separate cover via: o Prints D Specifications D Shop Drawing D Samples D Addenda D Requisition D Change Order 0 Other Copies Date Description 12/31/13 Application for Site Plan Approval-Form D 3 12/31/13 Application for Special Permit 01/03/14 Check #1000 -$250 payable to Town of Agawam 3 06/04/03 Quitclaim Deed w/ Exhibits 19 12/31/13 Site Plan Drawing Package (1 set signed & sealed) C1-Cl Civil Drawings A2.1-A2.2 Building Elevations 7086SH01 -Site Survey Site lighting fixture cut sheets Please find attached site plans, building elevations, and application forms, as required for the pending Site Plan Review and Special Permit Application cc: File Stephen Cincotta, Clinical Research Management Chris Tait, P.E. Doucet & Associates From: Kevin P Rothschild-Shea, AlA RECEiVED J, .... n'7 ~'i4 1""\" V . - AGAWAM PL~,,~~Nir~G S('tJlD www.ArchifedureELcom • 413·525·9700, t • 413-525-9710, f • Admin@ArcnitectoreEl.com Page 1 of1 , , SITE INDEX NO. DRAWING TITLE C1 COVER SHEET C2 LEGEND & GENERAL NOTES C3 LAYOUT & MATERIALS PLAN C4 GRADING & UTILITY PLAN C5 PHOTOMETRIC PLAN C6 DETAILS Cl DETAILS ADDITIONAL PLANS NO. DRA WING TITLE A2.1 PROPOSED BUILDING ELEVATIONS A22 PROPOSED BUILDING ELEVATIONS 1 AS·BUILT PLAN OF LAND IN AGAWAM, MA APPLICANT: CLINICAL RESEARCH MANAGEMENT, INC. 1408 MAIN STREET AGAWAM, MA 01001 Ph. (413) 821·0022 ARCHITECT: ARCHITECTURE EL. INC. 264 NORTH MAIN STREET, SUITE 7 AGAWAM, MASSACHUSETTS LATEST ISSUE 2/6/2014 2/6/2014 2/6/2014 216/2014 2/6/2014 2/6/2014 2/6/2014 LATEST ISSUE 1/29/2014 1/2912014 10/9/2013 LOCUS MAP 1" = 200' ftA DOUCET It:~ & ASSOCIATES Austin. Texas· Gonzales. Texas· Northampton. Massachusetts www.doucetandassociates.com UTILITY ELECTRIC WATER SEWER TELEPHONE CABLE NATURAL GAS FIRE DEPARTMENT BUILDING OFFICIAL EAST LONGMEADOW, MA 01028 Ph. (413) 525·9700 UTILITY CONTACTS UTILITYCO. CONTACT WMECO THOMAS CAMPBELL 300 CADWELL DRIVE SPRINGFIELD, MA 01104 AGAWAM DPW JOHN DECKER 1000 SUFFIELD STREET DEP. SUPERINTENDENT AGAWAM. MA 01001 AGAWAM DPW 36 MAIN STREET AGAWAM. MA 01001 VERIZON LINDA SHEDD 220 BROOKS STREET WORCESTER. M A 01606 COMCAST DAN MILLIRON 1110 E. MOUNTAIN ROAD WESTFIELD, MA 01085 COLUMBIA GAS OF MA 2025 ROOSEVELT AVE, PO BOX 2025 SPRINGFIELD. MA 01102 AGAWAM FIRE DEPARTMENT JAKE DUSHANE 800 MAIN STREET FIRE INSPECTOR AGAWAM, MA 01001 AGAWAM INSPECTION SERVICES ERIK WIGHT 1000 SUFFIELD STREET INSPECTOR AGAWAM, MA 01001 REVISIONS' NO. IJESCRIPTION , DPW COI.4I14ENTS TELEPHONE PH. (8Tl) 659-6326 PH. (413) 821-0627 FAX (413) 821-0631 PH. (413) 786-0400 FAX (413) 786-9927 PH. (413) 454-3170 PH. (413) 562-9923 x73247 PH. (888) 639-4270 PH.(413) 786 0657 PH. (413) 821 0632 / Scale< RE'v1SION Designed by. DATE DraM! by. 2/6/14 R_by. Date< 1 Projeet No! rJ) Z o -~ > o z u.J ~ ~ Z o -I--o o « N.T.5. CTS JBB TJH ' Dec. 311 2013 SHEET C1 OF 7 1355-001 EXISTING ----x---- ---01--- 10+00 ----ELEV---- ---ELE¥V~-- ---w--- ---5--- ---T--- ---D--- ---E--- ---G--- ---OHW'---- o = 08-80 D CD @ ® M wv [><] TBM <rc -~c,_-~c--~ e • LEGEND PROPOSED ---x---- ---!o--- 10+00 I ---Il!ill't'-( -- ----jl!ill'l'-( -- ~ ---W'--- ---5--- ---T--- -LOCUS PROPERTY LINE -ABUTTER PROPERTY LINE -CHAIN LINK FENCE -STOCKADE FENCE -BASELINE -MAJOR CONTOUR (5 FEET) -MINOR CONTOUR (1 FOOT) -TREE LINE -UNDERGROUND WA 1ER LINE -UNDERGROUND SEWER LINE -IINnf"Rr.fmIlNn 71'"1 f"P!./()Nf" UNF -UNDERGROUND DRAIN LINE ---E -UNDERGROUND ELECTRIC LINE ---GAS -UNDERGROUND GAS LINE ---OHW -OVERHEAD WIRE o -BOLLARD -"--SIGN = -DOUBLE SIGN -IRON PIPE D cu.., ...,0 II1II -• • 0- ~ [ -PULL BOX -UTILITY POLE -BORING LOCA TION -CA TCH BASIN -DOUBLE CA TCH BASIN -DRAIN MANHOLE -SEWER MANHOLE -HYDRANT -WA TER VALVE -PLUG/STUB -LAMP POST TBM -1EMPORARY BENCHMARK ... ---vc-~c_---.o -GUARDRAIL -TREE (DECIDUOUS) -TREE (CONIFEROUS) -PARKING COUNT -HANDICAP RAMP -HANDICAP PARKING -VAN-ACCESSIBLE HANDICAP PARKING ABAN ACR ADJ APPROX BB BC BOS BS CC CCB CC&G ELEV EXIST FDN GC GE MAX MCC MIN NIC NI::i PCC PROP REM RET REMOD R&R R&S SGE SKF TOS TS TYP VGC ACCCMP CAP C&C CIP CIT COND DIP FES F&G F&C HDPE HH HYD INV PIV PWW PVC RCP TSV&8 UP VCP ABBREVIA nONS GENERAL ABANDON ACCESSIBLE CURB RAMP ADJUST APPROXIMA TE BITUMINOUS BERM BITUMINOUS CURB BOTTOM OF SLOPE BOTTOM OF SLOP CONCRETE CURB CAPE COD BERM CONCRETE CURB & GUTTER ELEVATION EXISTING FOUNDATION GRANITE CURB GRANITE EDGING MAXIMUM MONOLITHIC CONCRETE CURB MINIMUM NOT IN CONTRACT NU I I U ::i(;ALI:. PRECAST CONCRETE CURB PROPOSED REMOVE RETAIN REMODEL REMOVE AND RESET REMOVE AND STACK SLOPED GRANITE EDGING STOCKADE FENCE TOP OF SLOPE TOP OF SLOPE TYPICAL VERTICAL GRANITE CURB UTILITY ASPHALT COATED CORRUGATED METAL PIPE CORRUGA TED ALUMINUM PIPE CUT AND CAPPED CAST IRON PIPE CHANGE IN TYPE CONDUIT DUCTILE IRON PIPE FLARED END SECTION FRAME AND GRATE FRAME AND COVER HIGH DENSITY POLYETHYLENE PIPE ELECTRIC HANDHOLE HYDRANT INVERT ELEVATION POST INDICATOR VALVE PAVED WATER WAY POL YVlNYLCHLORIDE PIPE REINFORCED CONCRETE PIPE TAPPING SLEEVE, VALVE AND BOX UTILITY POLE VITRIFIED CLAY PIPE SITE PLAN NOTES 1. EXISTING CONDI1l0NS INfORMATION WAS TAKEN fROM A SURVEY PERFORMED BY HERITAGE SURVEYS, INC. DATED OCTOBER 9. 2013. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH THE TOWN OF AGAWAM REGULATIONS. BUILDING CODES AND O.S.H.A. STANDARD& 3. CON1lRACTOR SHALL REFER TO THE ARailTECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES. SLOPE PAVING, SIDEWALKS. EXIT PORCHES. PRECISE BUILDING DIMENSIONS, STAIRWAYS AND EXACT BUILDING UTILITY EN1lRANCE LOCATIONS. +. ALL DISTURBED AREAS ARE TO RECEIVE MINI~UM fOUR INCHES OF TOPSOIL. SEED. MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 5. ALL EDGES OF PAVEMENT TO BE CURBED. BACK OF CURB SHALL BE FWSH WITH GRADE UNLESS NOTED OTHERWISE. ALL CURBING AS NOTED ON THE DRAWINGS. 6. ALL PAVED RADII ARE TO BE 2' UNLESS OTHERWISE NOTED. 7. ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. EXISTING PAVED AREAS ON SITE (i>TE DRIVE. SIDEWALKS, PARKING AREAS) SHALL RECEIVE A SURfACE COURSE AS SPECifiED IN THE PAVING DETAILS. ADJUST S1lRUCTURE FRAMES TO MATCH FINISHED GRADE. 9. ALL CONSlRUCTION IN TOWN RIGHT-Of-WAYS AND/OR EASEMENTS SHALL BE IN ACCORDANCE WITH THE MADOT STANDARD SPECIFICATIONS. 10. IN THE EVENT OF DISCREPANCIES BETWEEN LOCAL SPECIFICATIONS Be STATE SPECIFICATIONS. THE MORE SlRlNGENT REQUIREMENT SHALL GOVERN. 11. CO~I1lRACTOR SHALL REFER TO ARCHITECTURAL DETAILS AND SPECIFICATIONS FOR REQUIREMENTS Of CONSlRUCTION AND JOINT SPACING Of SIDEWALKS. RAMPS. AND CURBING ADJACENT TO BUILDING. 12. CON1lRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUai AS, BUT NOT LIMITED TO. DRAINAGE. UTILITIES. PAVEMENT. S1lRIPING. CURB. ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 13. THE CON1lRACTOR SHALL PROTECT ALL BENCHMARKS AND PROPERTY MONUMENTA TION. BENCHMARKS AND MONUMENTATION DISTURBED DURING CONS1lRUCTION SHALL BE REPLACED OR REPAIRED BY A LICENSED SURVEYOR AT THE CON1lRACTORS EXPENSE. 14. ALL S1lRIPING. PAVEMENT MARKINGS, AND TRAFFIC SIGNAGE SHALL BE IN ACCORDANCE \\1TH THE MANUAL ON UNifORM 1lRAFFiC CONTROL DEVICES (MUTCD). LATEST EDI1l0N, UNLESS OTHERWISE NOTED ON THE PLANS. STRIPED AREAS SHALL BE 2 FEET O.C. UNLESS OTHERWISE NOTED. 15. CON1lRACTOR SHALL KEEP ACCURATE AS-BUILTS AND SUBMIT THEM TO OWNER 'MTHIN 30 DAYS OF PROJECT COMPLETION. SITE GRADING NOTES 1. THE CONlRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES. AND I'.I-IERE POSSIBLE. MEASUREMENTS TAKEN IN THE fiELD. THE INFORMA TIDN IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONlRACTOR SHALL CONTACT DIG SAFE 0 1-888-DIG-SAFE AT LEAST 72 HOURS PRIOR TO BEGINNING CONSlRUCTION TO REQUEST EXACT FIELD LOCATION Of UTILITIES. IT SHALL BE THE RESPONSIBILITY Of THE CONlRACTOR TO RELOCATE ALL EXISTING UTIUTIES WHICH CONfliCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PlANS. 2. ALL CUT OR fiLL SLOPES SHALL BE 3: 1 OR flATTER UNLESS OTHERWISE NOTED. 3. PRECAST SlRUCTURES MAY BE USED AT CON1lRACTORS OPTION. 4. STORM PIPE SHALL BE AS FOLLOWS UNLESS omERWlSE NOTED: HIGH DENSITY POLYETHYlENE PIPE (HOPE) SMOOTH INTERIOR/ANNULAR EXTERIOR. PIPE JOINTS AND fiTTINGS SHALL CONFORM TO AASHTO M252 AND M294. 5. EXISTING DRAINAGE S1lRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED. AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SIlT AND DEBRIS. 6. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 fOOT INTERVALS. 7. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 fOOT INTERVAL& 8. IF ANY EXISTING S1lRUCTURES TO REMAIN ARE DAMAGED DURING CONS1lRUCTION IT SHALL BE THE CON1lRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING S1lRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. Q All C:Tn~u PIPI=:C:: ~""'Tl::~I",e ~TAueTUR~~ S:I-IALL gc: CROUn:o TO AIO:CU~1i: bONN£OTlON AT S1lRUCTURE IS WATERTIGHT. 10. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE flUSH WITH PAVEMENT. AND SHALL HAVE 1lRAFFIC BEARING (H20) RING Be COVER MANHOLES 11. CON1lRACTOR SHALL ADJUST AND/OR SAWCUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 12. CON1lRACTOR SHALL ASSURE POSI1lVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 13. AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES Of TOPSOIL. CON1lRACTOR SHALL APPLY STABIUZATION fABRIC TO ALL SLOPES STEEPER THAN 3H'lV. CON1lRACTOR SHALL SEED DISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 14. ALL STORM MANHOLES SHALL HAVE A SMOOTH UNifORM POURED MORTAR INVERT fROM INVERT IN TO INVERT OUT. 15. IF CONTRACTOR RELOCATES OR SETS NEW BENaiMARKS, THE VERTICAL ELEVATIONS Of mE BENCHMARKS SHALL BE SET, BY A UCENSED SURVEYOR. WITHIN A TOLERANCE OF 0.010 FT. 16. ALL UTIUTY ADJUSTMENTS SHALL BE COMPLETED PRIOR m FINAL PAVING CONS1lRUCTION. SITE UTILITY NOTES 1. ALL fiLL MATERIAL IS TO BE IN PLACE. AND COMPACTED BEfORE INSTALLATION Of PROPOSED UTILlTIE& 2. CON1lRACTOR SHALL NOTIfY THE UTILITY AUTHORI1lES' INSPECTORS 72 HOURS BEfORE CONNECTING TO ANY EXISTING LINE. 3. GRAVITY SANITARY SEWER PIPE SHALL BE AS fOLLOWS: SDR35 PER ASTM 0 3034, FOR PIPES LESS mAN 12' DEEP SDR26 PER ASTM 0 3034. FOR PIPES MORE THAN 12' DEEP 4. WATER MATERIALS SHALL BE AS fOLLOWS: 4.1. WATER MAIN: DUCTILE IRON CLASS 52. CEMENT LINED DOUBLE THICKNESS. TYTON JOINT(AWWA Cl04/A21.4. AWWA Cll1/A21.11, AWWA C150/A21.50, AWWAC151/A21.51) 4.2. WATER MAIN fiTTINGS: DUCTILE IRON CLASS 350 -MECHANICAL JOINT w/ MEGALUG (AWWA Cll0/A21.10. AWWA C153/A21.53) 4.3. RESTAINT SYSTEM: MEGALUG SERIES 1100 I< SERIES 1100 RES1lRAINT HARNESS OR APPROVED EQUAL. RES1lRAINT LENGTHS AS SHOWN ON UTIUTY PLAN. 4.4. GATE VALVES: AWWA C515, RESIUENT-SEATED. DUCTILE IRON BODY, MECHANICAL JOINT, EPOXY COATED, STAINLESS BOLTS Be NUTS. NRS, OPEN LEFT. AMERICAN fLOW CON1lROL. McwANE GROUP (KENNEDY. CLOW). MUELLER GROUP (MUELLER, US PIPE). OR APPROVED EQUAL. 4.5. VALVE BOXES: 5 1/4" X 60". 2 PIECE SLIDING TYPE W/TOP flANGE. NO KNOBS, BELlED BASE. DOMESTIC ORIGIN. TOTAl WEIGHT -100 LBS (BASE. TOP AND COVER). COVER MARKED 'WATER'. 4.6. • .. ALL MATERIAL IS TO BE "NO LEAD" TO COMPLY WITH THE FEDERAL 'REDUCTION Of LEAD IN DRINKING WATER ACT', UNLESS SPECIFICALLY EXEMPTED*** 4.7. PRESSURE TEST (BY CON1lRACTOR): MUST PRECEDE CHLORINATION TEST fOR 2 HOURS AT 1.5 TIMES STATIC PRESSURE (OR 150 PSI MIN.) -SEE DETAILED METHOD BY TOWN Of AGAWAM. 4.8. CHLORINATION (BY CON1lRACTOR): USE LIQUID CHLORINE -CONTINUOUS FEED METHOD. QUICK TABS MAY BE USED ONLY \\HH PRIOR WRlmN APPROVAL BY THE TOWN ENGINEER -SEE DETAILED CHLORINATION METHOD BY TOWN OF AGAWAM. 4.9. ALL WATER SYSTEM MATERIALS AND PROCEEDURES SHALL COMPLY WITH TOWN OF AGAWAM WATER DEPARTMENT STANDARD& 5. CON1lRACTOR SHALL MAINTAIN A MINIMUM Of S' COVER ON ALL WATERLINES. 6. WATER AND SANITARY SEWER SEPARATION SHALL BE 10' MIN. HORIZONTAL FROM OUTSIDE EDGE OF PIPES. IF HORIZONTAL SEPARATION CAN NOT BE OBTAINED. THE WATER LINE MUST BE INSTALLED A MIN. OF 18" ABOVE SANITARY SEWER. THE SANITARY SEWER UNE SHALL BE DUCTILE IRON PIPE WITH MEaiANICAL JOINTS AT lEAST 10 FEET ON BOTH SIDES OF CROSSING. mE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIAlE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL CLEARANCE. MEETING REQUIREMENTS Of ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 52). 7. UNES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEfORE BACKFlUUNG. 8. TOPS OF EXISTING MANHOlES AND CATCH BASINS SHALL BE RAISED AS NECESSARY TO BE fWSH WITH PROPOSED PAVEMENT ELEVATIONS. IT IS NOT ALLOWABlE TO HAVE STRUCTURE TOPS ABOVE PAVEMENT GRADE fOR EXTENDED PERIODS Of TIME OR DURING WINTER MONTHS. 9. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 26 DAY COMPRESSION S1lRENGTH AT 3000 P.S.1. 10. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTIUTIES. 11. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION Of ANY NEW LINES. 12. REFER TO ARCH/MEP INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 13. CONlRACTOR IS RESPONSIBLE fOR COMPLYING TO THE SPECIFICATIONS OF THE TOWN OF AGAWAM ~TH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER UNE& 14. ALL NECESSARY INSPECTIONS AND/OR CERTIfiCATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION Of SERVICE. 15. CONlRACTOR SHALl COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 16. CONlRACTOR SHALL COMPLY WITH THE LA TEST OSHA STANDARDS OR DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION fOR EXCAVATION AND lRENCHING PROCEDURES. THE CON1lRACTOR SHALL BE RESPONSIBLE fOR THE DESIGN AND MAINTENANCE OF ALL SUPPORT SYSTEMS. SLOPING. BENCHING. AND OTHER' MEANS Of PROTECTION. 17. CON1lRACTOR SHALL ENSURE UNINTERRUPTED SERVICE OF ALL EXISTING UTIUTIES ON THE SITE INCWDING BUT NOT LIMITED TO SEWER, WATER • ELECTRIC, GAS. TELEPHONE. CATV AND OTHERS. 16. ALL SITE ELEClRlCAL SHALL BE IN ACCORDANCE WITH APPUCABLE STANDARDS. I-ffJ w~ u-:::)g O~ C~ f../) u.J r- CdO OZ Z .....I « ~ u.J u.J lJ u.J .....I f- Z W l/) ~Z uO «i= Z« «> ~O I Z u~ ~o(J W l/)Z ~O ....Jf-<t;-uO -0 z« -....J U A Scale: Designed: Drawn: Reviewed: Date: Z u.J lJ N.T.5. CST JBB TIH Dec. 31, 2013 SHEET C2 2 OF 7 Project No~ 1355,001 NOTES 1. ESTlMAl£D LOCATION OF ZONE UNE DEMARCATING BUSINESS A AND RESIDENTIAL A-2 BASED ON TOWN OF AGAWAM ONLINE GIS INFORMATION. 2. EXTENTS OF EXISTING GRAVEL TURNAROUND BASED ON AERIAL PHOTOS OF THE Sll£. CEMETERY LANDSCAPiNG CEMETERY LANDSCAPING \) 'i IJJ o o 7". COMMONWEALTH OF MASSACHUSETTS VETERAN'S CEMETERY BOOK 9872 PAGE 146 PLAN BOOK 2 6 PAGE 109 CEMETERY LANDSCAPING CEMETERY C~ CEMETERY < SPRINKLER ~. LANDSCAPING ~~ ) HEAD ELECTRIC ;~~;~DUMPSTER ~ ~ < (TYPICAL) I ACCESS _mIH~ ~ l _~ ____ SEE DETAIL) _ T ______ :::::;::_ ..... ~_.../'-_ 575'52'00"£ -~ _____ --:ti~-____ ....".,~ ~~::~I,C I " /'-~ -rr~T~n==fr¥~:::;'~6'~9'~~. "_~' __ ~RO~OF~DR~A~~N',~' ~";;;;;;;;;~ ;;;;;:;2;;;~t~;;~' Ir' '7'77.'7777-' ffTF.l-~ ,-~~. -; _ r ---=-;;:;;O>I~v~----",v _~.J.-I 10-,.0----'-""" ---'til" --'\\. .. ~~---""" --"'" @ 1---6B.3' _ '0 >IU<" ~ 'u::. U/// '7 9.0' "" ~ M"ll:.~t~~~=.-=1A~= ~ I I b u///7777///////. u. -~,.". ~ .. , x'Q'" __ ---,._ ;"-,~ "i' ~ ~ v. ~.v, "'-I.. , SIGNAL~ ~ I r.:'\' I . . :; ~ I (;\.6 I I CONTRO, --Ki\ Il <D , \.3) 18.0' ". RIT :;: I PROPOSED "' ~ ~ i : , CA8INEi/~ 11 ';J, I ~t~M EP.AA~ ~ I~ CONCRETE PAD '\: 24.0' ~",,---+,-'I, \ :xx A I' 1 0 ~~ gil!! STONE \ -180 l---.l 0) I: GUARD ~ ~ . X/. x,Q ~. ' -9.0 I--r-'o ~~:~~ g ~~ FfUlDOC< ~~I~I~~ ~I~ B~I~~~8G "'~:~~ ". ~ : :r! POST ~ "l> ill" 'X ->-. 2.174 SF ~ 69.5. 4,556 SF '1"1 ~ .0.92 /.1-'_' ~~~~. 5°'1Jij 11M -,~,;:;; I Z III :x:"').X';i I ~''-PROPOSED :;; "'I ~~90' I 0 ,L<. v X )<xuil)( 39.0' CONCRETE PAD ~ --' ........ "",.,. I'l' 0 0 .,,--'¥. (J) /' 0 x~, X ~ PR I SEE ACCESSI8LIE"-~~ -PAVEMENT I '\~I' ~ -\ TOP WNQlEIE -< H RETAI~h~g6~t : MI! ~, I[§!!J I .. .,. THRE~<OI.O" .. , .. ",. EP~6o.,../ ASPHALT ----iI ~ Ill( 0 ~ LOAM & SEED EXISTING-/~ -r )< X ~::~T===:=='/~;-' .~":",,::c_\.\.~ ~. ~ '\. 71.70 .. 60.~ ";-60,.7. 'i. ~ r.;V~~'l'h~~~rJI.~~ ____ ._~===~=l'I==;~R!lkrT=~='f'~., % Xx 'X -----·---!---<:m<'<"'n;-AN7'"I-·-,..., ~ 58:~' ,oHM" COMPA~1EfN::~~ 16.0' 15' SIDE >t,,,Al>\ -PR-OP-O-sm-----I . ..__SAWCUT EXIS11NG SAWCUT EXISTING I ~:~~~~ \ X><X X >s< . ~ PAVEMENT PAVEMENT .,...__ASPHALT-16.4' ~~;~~:~X~~~~:6~6'~55:;::~~~'=~-:I~=':;~~~2~8~.7~'~:;;;~CO~N~CR~ETE~~PA:D~=~·"~·'~oo~~~::==<:~~c::===~EP~-6O'~'!"~~~:;~~O~VE~R~~~Y~~~~~,::""""~~~~~~I~~~E:~ COMMONWEAL TH OF MASSACHUSETTS < ~IT ?QR H' 1!11 I Rli ~~~\'.\' VETERAN'S CEMETERY - - - -- --,-N75'52'OO"W -- -- -- -- -- -~t"M ~~ BOOK 9872 PAGE 146 / 0.,· PLAN BOOK 26 PAGE 109 < ABUTTER'S "Af'tL o CEMETERY LANDSCAPIN G ll1"o.wln9' ~\1355-0D1 \dwQ\\IIo."+<I"6_dr-Q.wlngC\t355-001 !lo.".n .. o I -- PIQ<ET BU ILDING A ~ STONE ~ ~ WILLIAM A. & JOANNE S, SALTMAN BOOK 14743 PAGE 313 PLAN BOOK 194 PAGE 51 --------- J RETAINING WALL \ ,;, ._---.. -.------------_. ----_._----_._--- ZONING TABLE ZON ING REGULATIONS REQUIRED REQUIREMENTS . RES. A-2 MINIMUM LOT SIZE 15,000 SF MINIMUM LOT FRONTAGE 110 FT BUIUOING SETBACK FRONT YARD - SIDE YARD 15 FT REAR YARD 20 FT MAXIMUM BUILDING HEIGHT 35 FT MAXIMUM BUILDING COVERAGE 40% ZONING DISTRICT: BUSINESS A & RESIDENTIAL A-2 • FRONTAGE IN BUSINESS A . REQUIRED BUS. A - - 35 FT o FT - 45 FT 50% •• 30% COVERAGE IN RESIDENTIAL A-2, 17.5% COVERAGE IN BUSINESS A. PARKING SUMMARY REQUIRED STANDARD SPACES (9' x 16') 15 ACCESSIBLE SPACES 1 TOTAL PARKING SPACES 16 NOTES: PARKING STALL NUMBERS BASED ON THE FOLLOI'l1NG. 4,200 SF OFFICE SPACE (4,200/300 = 14 SPACES) PROVIDED 28,017 SF 95 FT' 100.0 FT 16.9 FT 66.3 FT 29 FT 24%** PROVIDED 15 1 16 3,165 SF STORAGE SPACE (3 EMPLOYESS/ 1.5 SPACES = 2 SPACES) 1,470 SF COMMON AREAS OCCUPIED BY EMPLOYEES IN OFFICE AREA \ GRAPHIC SCALE ( IN FEET) 1 inch = 20 ft. I- Z UJ rJ) ~oZ lJ «-zl-«<C ~6 I Z u~ ~~ UJ rJ)Z ~o --ll-«-u D -0 z« --l U - C3 3 OF 7 Project No.: 1355"001 0 ~ • " • " ~ i t , ~ " ,d t my .. --• • , , " :!;:'!: • , i'~ ~ , 'f i ~. is ~ ; .~ " • " r ~a • " , :] ,\ "" NOTES 1. SITE SOILS CLASSIFIED AS UNADILLA VERY FINE SANDY LOAM BY NRCS SOIL SURVEY - HYDROLOGIC GROUP B. 2. SITE COVERAGE IS SUMMARIZED AS FOLLOWS: EXISTING PROPOSED COVER AREA (SF) CN COVER AREA (SF) BUILDING 4,556 98 BUILDING 6,730 PAVEMENT 11 ,900 98 PAVEMENT 10,610 GRAVEL 1,641 85 GRAVEL 0 GRASS 9,921 61 GRASS 10,678 TOTAl AREA 28,018 TOTAL AREA 28,018 AVG. CN 84.1 AVG. CN eN 98 98 85 61 83.9 CEM E1ERY LANDSCAPING --, COMMONWEAL TH OF MASSACHUSETTS VETERAN'S CEMETERY CEMETERY LANDSCAPIN G _ BOOK 9872 PAGE 146 PLAN BOOK 26 PAGE 109 CEMElERY LANDSCAPING --__ 69----... I iSILT FENCE. SEE DETAlC., --_- PROPOSED INflLTRATlON AREA CE MET[F""~ Y ~. ,.-/ -', _+-__ .L _ _ _ _ __ "'"""':"_ I e ! ~./_-~ -- - - - -- ---- ;" . CONC. fAil... - -~%"" -~--- 69.5 ~~ ~ pb;OSED (" -- -AilDlTlON \ 2.174 SF lNV OUT 6"-61 .52 SU'-lP-61.6 EXISTING FFLR DOCK BUILDING 59 . .59 ".556 SF T-JP CON~ETE ~t:TAlNINO WALL 65.05 CONC. PAD 0 2" PR()PO~SED __ ·lSO •• ' LAN!flC)F*lG \ I FI'<; ~ 69g;p _ SPRINKLER CONHEGTlON THRESHOt.O ~=~~~~~ ~t--I -- 1 /1 I ( I I I I I . 1 I 1 I I I I 1 I COMMONWEAL TH OF MASSACHUSETTS VETERAN'S CEMETERY BOOK 9872 PAGE 146 PLAN BOOK 26 PAGE 109 I 1 I 1 Ii /'" 1 I \ ,... 1 , "'I \II I I \ I I 1 / I I I CEMETERY LANDSCAPING 0 I I I I I I t.. ---- I I lC 69.0 8C 66.5 SILT FENCE. SEE DETAIL r-I;ONC. PAD II 1: 20 ...,.... ------.... --'" \ \ \ \. \ \ \ "'\\. \ --\ \ WILLIAM A. & JOANNE S. SALTMAN BOOK 14743 PAGE 31 3 PLAN BOOK 194 PAGE 51 \ \ J 60.40 \ ADJUST RIM TO 60.04 \ __ G--'" RII.(",,~1.~1 (1) INV IN 12· ... 52.89 I;' (2:)iNC IN 12-.. 5-4-.49 ~\I OOT 12~ =52.04 \ \ GRAPHIC SCALE 20 0 10 20 40 80 5-. 1_!-I __ ~L~~~j I ( IN FEET) 1 inch = 20 ft. ~ V Z -0 « ~ V --II-<~ u O -0 Z« --I U -\1 z « --J 0- ~ ---J -l-~ TIH Date: Dec. 31, 2013 SHEET C4 4 OF 7 Project No; 1355-001 NOTES 1. SITE LlGHnNG DESIGN BASED ON COMMERCIAL BUILDING ENERGY ALLIANCES (CBEA) LED SITE LlGHnNG SPECIFICATION VERSION 1.3. RELEASED 2/15/2012 FOR LIGHTIN G ZONE 2. 2. CALCULATIONS PERFORMED AT L85 50.000 HOURS. CEMETERY LANDSCAPING -0 'i m o o A COMMONWEAL TH OF MASSACHUSETTS VITERAN'S CEMITERY BOOK 9872 PAGE 146 PLAN BOOK 26 PAGE 109 CEMETERY LANDSCAPIN G ( CEMETERY LANDSCAPING ( \ \ CEMETERY LANDSCAPING ( SPRINKLER I ~A. HEAD ELECTRIC ~ < ! (m'ICAL) I ACCESS Lumlnaire Schedule S~bol _,Q~tLy __ -+~Lo~b~el-4~A~rr~On~ge~m~.~nt~ __ ~hL7LF~~D~es~c~rip~t;~on~.-__ -+~To~to~I~W~ot~ts~fiLu~mi·~L~um~.~ns~ • '4 WWE SINGLE 1.000 EESW WE 40A 80 1290 .. 1 PM SINGLE 1.000 EPCC_A441P____ 189 2000 Calculation Summary Lobel Avg Mox Min Avg/Min Max/Min Main Dri .... e 0.73 i ,6 0.2 3.65 8.00 Parking 0.89 2.0 0.4 2.23 5.00 Properly Line 0.04 0.3 0.0 N.A. N.A. . , TRAFFIC I dr-.O""""lho,.ur--m -"'6 .... ' -.... 0 .... 1 -m'l ---,O'r1. or--m'l -'I:0'"l!0-""'01"'/,.0 -m'l -'"I!6.'?!:ij)-m'l -"'0."'0-""6"'"'.0 -.. (i.Q -"'0.""0-(i.Q -"'o"ll'o"-""61n.o -L-~ -~ -: -I-l --OW---:. 'll::-iv 1 __ OHV --.,-- __ r--t~ 7~,~~;N"" .'W777777:"17""'~N~";~~N~'m,?;;.;;;,iJ. /~. ir----'--~~ --. --, --, --1 r/ ~ I@l ~ 1 EXISTING UGHT TO REMAIN...!:, 1 "\~~"""=---:p,t=---r- Si GN AI. . "'II ':, \Ill CEMETERY LANDSCAPING J b.4 .... 1:0' /,,; " ////// p O 'b.7 b.7 I'W BIL ~~ : i : L b.9 I." "~K" 0 ~ ~ ~2~K: : ~ r ''-1 ',6 I,...: ~1ci MH PROPOSED ~ EXISTING BUILDING po I ~ [.0 < .0 \ I L!,S... "" ADDITION I!iI ~ ~ BUILDING N 1408 JI .1..... '.0 .0.. 2.174 SF ~ 4.0~ SF . ~ ,. ,.0" b ~ :1 "'" , ~ ~ -'.0 ~ ~ I' 1 FRONT PARKING AREA ~ ~/./ '. ~""'::"'~'Lf<"ifLitL'!""f "v. 1 UGHTING PROVIDED BY ,~~:;: EXISTING RXTURES TO lID PAV[MENf b.6 b.7 '--!-..... 'o •. 5 I I \ I I \ CONTROl~ II CABINET ,-;= GUARD~T - POST :~~~~~~'~MH::::::::~~~b~l~~~'_"~'~ ~O'~\:~~~~'::::~~~~~~~~~~~~~~~::'~::~1-RE_M_AI_N. ~ '-4'", ~~MH ~ I I, ,_ BIT , 2 b.5 b.7 '.0 b.6 I 1.:> 1 - - -~~KM ,f"'" p.D b.! b.4 COMMONWEAL TH OF MASSACHUSETTS < VETERAN'S CEMETERY BOOK 9872 PAGE 146 PLAN BOOK 26 PAGE 109 o CEMETERY LAt~DSCAPING p.o 'b.3 f I I . '.J 'b b.6 I" '.4 • . \ ' 1 b.2· J 'b.2 b.5 ,b.4 1 u.9 'b.7 0·31 BIT -- ABUTTER'S BUILDING WILLIAM A. & JOANNE S. , SALTMAN BOOK 14 74J PAGE JIJ PLAN BOOK 194 PAGE 51 ------------ ----.- I I J --"'.KM 42' IJAPlE RETAINING WALL ,.-------------------------- \ \ \ I _____ ----------C~- \j: d c -\ \ GRAPHIC SCALE 20 0 10 20 40 ~S~-)i}.-·~~ ~ ( IN FEET ) 1 inch = 20 It. 60 I V M -~ I-u.J ~ o I-o I c... I- Z w l/') ~OZ o -<-z~ -< ~6 I Z u~ ~a'd w l/')Z ~O --JI--<-uO -0 z-< --J U Drawn: Reviewed: Date: :5T JBB TIH Dec. 31, 2013 SHEET C5 5 OF 7 Project No.: 1355·001 .. -.~.-.--.. -------------~---------.------ 1.5" ASPHALT SURFACE COURSE (TOP COURSE M3.11.00) l~il§~~~li~;li~I~== 3" ASPHALT BINDER COUIiSE (DENSE BINDER COURSE M3.11.00) 12" PROCESSID GRAVEl MHO M1.03.1 '--(;OMPACTED SUBGRADE LOAM AND ORGANICS Notes: 1. PAVEMENT THICKNESS PER TlD\\I.j OF AGAWAM SUBDIVISiON REGULA liONS FOR A "PLACE" OR "LANE". 2 SEE SITE LAYOUT PLAN FOR PAVEMENT 'MOTH AND LOCAllON. 2 SEE GRADING PLAN FOR PAVEMENT SLOPE FULL DEPTH ASPHALT PAVING Notes: ~ 1.50" ASPHALT SURFACE WU~""1 (Tor oounce: Ma.11.00) _-~ BITUMINOUS TACK COAT EXISllNG PAVEMENT 1. SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCAllON. 2. EXISllNG PAVEMENT CRACKS MUST FIRST BE SEALED WITH RUBBERIZED BITUMINOUS CRACK FILLER. CRACKS MUST BE FlREE OF DIRT DUST AND DEBRIS. ASPHALT PAVING OVERLAY COMPACTED SUBGRADE STRIP LOAM AND ORGANICS Notes: 6" CONCRETE PAVEMENT MODULUS OF RUPTURE: 'srn'FNc:'iH""1 4500 PSI 28-DAY COMPo 1 1/2" AGGREGATE CONCRETE 6" ± 1" AIR ENTRAINED 12" CRUSHED STONE MADOT M2.01.7 CONCRETE SLAB SHAUL BE REINFORCED ~TH *4 BARS II 24" D.C. EACH WAY CONCRETE PAVING (DUMPSTER PAD) SCAlE: Paving Details 2/27/07 PAIJE-A-.3 NOT TO SCALE S"XS" VINYL POST ' (TYP) FILL END :1.. IN CORNERS Of S'XS" VINYL POST (TYP) f ' 1'1"" POST W/ CONCRETE I r.'.'.' POST w/ COO CRETE n _---(2) #5 BARS PLACE j POST I 6.0' I , __ -4" PIPE BOULARD SEE DETAIL H--~6" MIN IS" ABOVE GRADE (2) /IS BARS PLACE IN CORNERS OF POST 1/2" JOINT W. SEALANT II .......L.J.--r--I. fF ~,."...-- FROST DEPTH .: .. '. (3' MIN) :. r; .; "1 .,' ". '", . -q 2.5' ~ DETAIL B -END POST 6.0' 30"XI8" MIN CONCRETE FOOliNG FR(~T 6" COOCRETE SLAB SEE DETAIL. 18' , ~IN CONCRETE FOOllNG DETAIL C DPI CAl pOST 5"XS" MIN HOLLOW VINYL FENCE POST (TYP) VINYL FENCING PER MANUfACTURER 1->+------10.5' --+------1 r NEW 6" THICK 12')(10' LtlN CONCRETE SLAB 10.0' SCAl£ NOT TO SCAlE 8.0' MAX SPACING ~ 4" STD PIPE BOLLARD FILL ~TH CONCRETE (TYP) ASSURE THAT EXISllNG SiTE GRAIDING PROVIDES DRAINAGE SO PONDING DOES NOT OCCUR 9.5' CLEAR MIN. OPENING 'tlNYL DUMPSTER ENCLOSURE ~TH #4 BARS II 24" O.C. EACH WAY f 4.0' FlROST DEPTH (3' MIN) I .• , 1/2" MIN CROWN "T TOP 4" STANDARD PIPE BOULARD ALum WITH CONCRETE 18' ~ ~IN CONCRETE FOOTING DETAIL A -TYPICAL BOLLARD Vinyl Fence Dumpster Enclosure 2/6/03 fNC-4 \ r SURFACE TREATMENT VARIES RADIUS (TYP.) SLOPE SCALE: NOT TO SCALE - '--·COMP/ICllm GRAVEL (l.1f MAX STONE SIZE) Note: SUBGRADE ALL CURBING TO BE MACHINE EXTRUDED Bituminous Curb (BC) 2/6/0.3 C&$W-A-l REFLECTORIZED (ENG. GRADE) k VWHITE TEXT AND SYMBOL ON o BLUE BACKGROUND (TYP.) HANnlCAPPED PARKING .... ""' .... ~~~~ WHEN .... -I ............... REOU IRED VAN v------ ACCESSIBLE , ALUM IN UM SIGN (TYP.) $300 FINE • • • • · • iVD.P.W BREAKAWAY : POST • · • " • · , · • • • • • • • • • · PERMANENTL Y :VINSTALLED IN TO I FINISHED GROUND • • • SCALE; N. I.S. HANDICAPPED PARKING SPECIAL PLATE REQUIREO UNAUTHORIZED 'v[HICLES MAY BE REMO\{D AT OIl!iER'S EXPENSE tf.QE; MAXIMUM MOUNTING DISTANCE FROM HEAD OF STAll IS 10' PLEASE SEE' MGl C.40§21-22A, AAB 521 CMR 2.3 .00. AGAWAM CODE §169-28 DRAWN BY: JaD IAt\TE; 01/08/tO OWG. NO.: 1 APFROVED BY; Mtt PROJECT TOWN OF AGA WAM CONSTRUCTION STANDARDS SHT. NAWE SHT. NO. ACCESSIBLE P/,RKING SIGN A-I SCALE: COMPACTED OR UNDISTURBED SUBGRADE NOT TO SCALE I. II-.----,----r~ LIGHT POLE & ANCHORING SYSTEM BY MFG. I" CHAMFER LIGHT POLE BASES TO BE PAINTED YELLOW #3 HORIZONTAL liES I» 12" C.C. 4-#5 VERTiCAL-EQ. SPACED FINISH GRADE (MATERIALS VARy) 63 REBAR #5 REBAR BOLT LAYOUT & MOUN liNG PROCEDURE AS 2" COVER PER MFG. SPECS ON REBAR Section plan Notes: light Pole Foundation Detail ,8 t .1 vi ~ .. .., '" ~ ... .., '" u u '" 2/6/0.3 u-, MOUNT-,-----' SIGN II HERE · II "U"-CHANNEL POST II (2 lBS.jFT.) ..... WHEN SIGN IS ~ r ~ IN PAVED AREAS, "i I USE 6" PIPE OOLLARD FILLED wi CONCRETE AND PAINTED TRAFFIC YEllOW SLOPE TOP OF CONCRETE --, I I I • I 1 '1 rfOj I I Notes: ) b I n , ,.... Oz 1- ".3 1. ALL SIGNS SHAUL COMPL Y ~TH U.S. DEPARTMENT OF TRANSPORTATION. SCALE: NOT TO SCALE FEDERAL HIGHWAY ADMINISTRA llON'S "MANUAL OF UNifORM TRAFFIC CONTROL DEVICES', LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE ~TH MANUFACTURER'S INSTRUCTIONS. Standard Sign Base 2/6/03 SGN -l I- Z -< f-u.J o L.U V') 66 <Cf= Z<C <C> ~o I Z u~ ~c(! L.U V')Z ~o -.....JI-<C-UO -0 Z<C -.....J U C6 6 OF 7 Project No.: 1355"001 • • z SC"'"" UNDISTURBED EARTH OR--- COMPACTED FlLL LINE NOT TO SCALE 12"MIN. 0.0. 12"MIN FINAL BACKFILL ,~~~a~I~~~t3 4" BEDDING ~ (MIN.) WATER LINE Utility Trench ~'IN"'L lRA TlC)N A TEA BOn~ - ELEV. 67.0 STAND PIPE -ELEV 57.70 LOAM &: SEED 2/6/03 GU-2 5' CLEAR ZONE SCALE: NOT TO SCALE UNDERDRAIN INVERT = EXISTING SUB-GRADE TOP Of INFILTRATION AREA -ELEV, 58.2 ADJACENT PARKING LOT Infiltration Area Cross Section with Drain .. DATE: 6/30/08 2' SO x 6" mlCK CLAS~ g CONCR~~ VALVE BOX TO SUIT ~~Eu~ii~;~III.~~ AND DEPm OF BURY " ALVE TAMP BACKFILL WATER e,,1 el:.-~ SCA.LE: NOT TO SCALE Gate Valve I)!" x I)!" x 4' WOOO STAKE OR APPROVED ~UUAL-, WORK AREA SILT FENCE-" FlOW TOP or PLACE 4" OF FABRIC ALONG ~~,~~:~~Wt; FROM e, BACKFILL . (MIN.) SCALE: NOT TO SCALE Silt Fence Barrier ADJUST TOP SECTION TO FINISH GRAOE VALVE BOX TO BE ENTIRELY SUPPORTED BY CONCRETE BLOCKS OR BRICKS TO SUIT. VALVE BOX MUST NOT BEAR ON VALVE OR PIPE. 12/21/04- W-5 I II ~ V PROTECTED AREA Wood Stoke Joint Detail 2/6/05 SED-1 REDUCER FrlrnNG--1 AS REQUIRED 45' R,NIO---t- SCI\LE: NOT TO SCAlE GALVANIZED ~ INCH WIRE ~ESH SCREEN PIPE CAP wi STAINLESS STEEL HOSE CLAMP TO SECURE SCREEN DOWNSPOUT FASTENER DETAIL . MAX 1 % MINIMUM SLOPE WYE CONI~ECTION·.1 Downspout Rain leader COLLECTION PIPE (SIZE PER PLAN) 2/6/03 0-33 ~ ~ ~ I!! i is " ~ u " ~ 0 • ~ "-ID "-~ • ID • M ru . 2 I-Z w IJ') ~Z GO «-Z~ r-LU «> LU « ~O ~ ~ r- I Z l.I'l ... ~~ U~ ~a(J «3: ~« UJ IJ') Z co <.J UJ 0 0 « ~ "<t' -r-....JI-«- U Cl -0 Z« -....J U TIH Date: Dec. 31, 2013 SHEET C7 7 OF 7 Project No; 1355·001