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8631_SITE PLAN - 1070 SUFFIELD ST..pdf~G31- 0f~ 0)oJ\- l (j 7 CJ c5Jft(Q-tl jr-. 10/07/2010 10:09 FAX 4138210831 To: CC: From: Date: Planning File Engineering October7,2010 • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Anthony M. Sylvia, P. E. • Superintendent MEMO!lANDUM Subject: Revised Site Plan -Insurance Center of New England -SP 545 III 001/002 Per your request we have reviewed the revised Site Plan for the Insurance Center of New England, Revision 9/5/10. There are a few minor changes relative to Engineering. We have DO further comment at this time. If you have any questions please do not hesitate to contact this division. Sincerely, Ric ds.Seidnitzer Civil Engineer I chelle C. Chase, P.E. Town Engineer • • Berkshire Letter of Transmittal i~~The Design Group, Inc. To: Deborah Dachos Agawam Planning Office 36 Main Street Agawam, MA 01001 Project: Insurance Center of New England Date: 9/2112010 Copies Date Description 3 9/5/2010 Revised Site Plan, Photometric Plan For your: Landscape Architecture Civil Engineering Planning Land Surveying cc: D Information D Review & Comment D Approval ~ As Requested Please find enclosed 3 copies of a photometric plan and revised site plan as requested for Planning Board signatures. Lighting cut sheets will be hand delivered to the Planning Board office by the contractor. 4 Allen Place Northampton, Massachusetts 01060 Telephone (413) 582-7000 Facsimile (413) 582-7005 E-mail bdg@berkshiredesi.gn.com • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 September 3, 20 I 0 Jeff Squire The Berkshire Design Group 4 Allen Place Northampton, MA 01060 Dear Mr. Squire: At its meeting held on September 2, 2010, the Agawam Planning Board voted to approve the revisions to the Insurance Center ofNe,v EnglaIld Site Plan as-outlined in your letter dated August 5, 2010. Three sets of revised plans are to be submitted to the Board for signatures and copies of lighting cut sheets and photometries are also to be provided to the Board. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPW/DSD:prk cc: BuiIdin,g Insp., Eng. Dept., Town Clerk, File • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 August 20, 2010 Jeff Squire The Berkshire Design Group 4 Allen Place Northampton, MA 01060 Dear Mr. Squire: At the August 19,2010 Planning Board meeting there was discussion of your letter dated August 5,2010 regarding the Insurance Center of New England. The Board would like clarification on the reduction in size of the exterior building windows and also the letter refers to information on the exterior pole light and signage that was to be submitted. The Board has not yet received that information. The item was tabled to the September 2, 20 I 0 meeting. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPWIDSD:prk 08/19/2010 13:56 FAX 4138210631 Ii!I001/002 • To: cc: From: Date: Subject: Planning File Engineering August 19,2010 • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Anthony M. Sylvia, P. E. • SuperiDtendmt MEMORANDllM Site Plan -SP 545 -1070 Suffield Street -Insurance Center of New England On April 16, 20 I 0, Planning approved the site plan for the Insurance Center of New England based on Engineering's memo to Planning dated April 15, 2010 (with the exception of comment #4). Engineering is in receipt of a site plan (dated 6/4/10) for the subject site that reflects Engineering's requested changes. A full size stamped and signed set of site plans shall be sent to Engineering for our records, I I • If you have any questions please do not hesitate to contact this division. Sincerely, 7U;J/IZ/ Richard S. Seidnirzer Civil Engineer I ~- Town Engineex- • ~~~··The ;; Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Land Surveying August 5,2010 Town of Agawam Office of Planning & Community Development Town Hall 36 Main Street Agawam, MA 01001 Re: Site Plan Revisions Insurance Center of N ew England 1070 Suffield Street Agawam,MA On behalf of Insurance Center of New England, we would like to inform the Planning Board of some modifications to the approved site plan required as a result of budget constraints. We feel that all ofthe change are minor however ifrequired, we would be happy to meet with you to discuss. The revisions made include: • Eliminate the raised fountain at the main entry and replace with similar sized planting bed including relocated flag poles from in front of the building. • The exterior building windows were reduced in size. • The upper exterior wall panel will be painted instead of the EIFS "stucco" system. The color of the paint will be similar to the adjacent lower wall EIFS. • Curbing in the parking lot the 58' of curbing which wraps the building will be cast in place concrete, the perimeter 1,435' of the parking lots have bituminous curbing. • The 'tenant' parking a lot on the north side of the building will be reduced in size as proposed however it will only be repaired as needed to avoid complete repaving. The reduction in paving and drainage improvements will be made. • Exterior pole light and signage submissions will be forwarded shortly. Thank you for the opportunity to work with you on this project. Sincerely, :Qshire Design Group, Inc. ~~~.~- Jeff quire Landscape Architect 4 Allen Place Northampton. Massachusetts 0 I 060 Telephone (413) 582~ 7000 Facsimile (413) 582-7005 E-mail bdg@berkshiredesign.com • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 (;.;:, April 16,2010 Dave Florian . Insurance Center of New England 246 Park Street West Springfield; MA 01089 Dear Mr. Florian: At its duly called meeting held on April 15,2010, the Agawam Planning Board approved the Site Plan entitled "Insurance Center of New England, Site Plan Review Application, Agawam, Massachusetts", prepared by The Berkshire Design Group, lnc. and dated March 18, 2010 rev. 4.15.10 with the following conditions: the April 15,2010 Engineering Department comments (attached) are to be addressed with the exception of comment #4; cut sheets on the proposed . building lighting are to be submitted to the Planning Board as well as the proposed sign specifications. Three sets of revised plans shall be submitted to the Board for their signatures. If you have any· questions, please coritact this office at 786-0400, extension283. Sincerely, '-/L~ (?£J6-A ~ 1>S,) Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPW iDSD:prk cc: Berkshire Design Group, Building Inspector, Engineering Dept., Town Clerk, File To: cc: From: Date: SUbject: Planning Board File • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 8210600 • Fax (413) 8210631 Anthony M. Sylvia, P. E. • Superintendent MEMORANDUM Engineering Department April 15, 20ID Site Plan" SP 545 -1070 Suffield Street· Insurance Center ofN'ew England Per your request dated March 25,2010, we reviewed the Site Plan entitled, "Insurance Center of New England, Site Plan Review Application, Agawam,MA; Prepared for; Insuxaoce Center of New England, 246 Puk Street, W. Springfield, MA; Prepared by: The Berkshire Design Group, Inc., 4 Allen Place, Northampton, MA; Date: March 18, 2010" and we note the following: 1. The entrance. drive to the subject site from Suffield Street should be regraded so that the majority of storm water is directed to the exisfulg (;f1ich basin in it. 2. Confinn all existing outfall conditions. Repair as needed. 3. All handi-cap accessible ramps are to have detectable panels installed in them as per ADA regulations. 4. The proposed snow storage area at the southeast comer of the proposed parking &ea may inhibit storm water from reaching the existing C.B. to the east duxing winter. Eogineering recommends the installation of a catch basin at the south east comer of the proposed parking area. This new C.B. would be tied into the existing C. B. Att=pting to collect all the stOIn'l water flow from this wrtion of the parking lot via overland flow to the existing C.B. in the field without draining into Suffield St. would be difficult.to accomplish. 5. Both existing CB.s in the eastern grassy area should have additional conto.urs around them to indicate that on-site storm water will drain into them and not onto Suffield St. 6. There should be some spot grades around the proposed curb inlets (detail 12/6) to indicate that storm water will drain to the C.B.s and not flow past. 7. The subject sites' sanitary sewer service should have cleanonts every 100 feet starting at 100 feet from the tie-in to the main in Suffield St. Cleaoouts should also be placed at every bend. 8. At a point in the north side driveway to the north parking area, the drive narrows to just 19 feet. This is narrow for two way traffic and should be widened if possible. 9. The north sidewalk to the building should not have a travel slope greater than 1 :20 at any location. '<. If you have any questions please do not hesitate to contact this division. Sincerely, ~ Civil Engineer I Town Engineer oS :\sp\54S inSlIl'lI.I1CI.: center of ne ...... t'nglll"l\d\O l.doc ( ~~The ;;;; Berkshire Design Group, Inc. April 15, 2010 Town of Agawam Office of Planning & Community Development Town Hall 36 Main Street Agawam, MA 01001 Re: Site Plan Review 1070 Suffield Street Agawam,MA • On behalf of Insurance Center of New England, please find enclosed a revised set of site plans (revision date 4.15.10) which addresses the comments provided to us by your office on April 13, 2010. The revisions made include: • A revised applicant address on the cover and title blocks • Landscape maintenance note as provided was added to sheet L4 • Exterior lighting cut sheets and dimensions are provided. Thank you for the opportunity to work with you on this project. Landscape Architecture Sincerely, g~hir .eSign Gro~, Inc. Civil Engineering A _ Planning . CJ/.-Je ir ~. Land Surveying Landscape Architect Enclosures (Site Plans, Site Light Cut Sheets) 4 Allen Place Northampton, Massachusetts 01060 Telephone (413) 582-7000 Facsimile(413) 582-7005 E-mail bdg@berkshiredesign.com • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachas DATE: April 13. 2010 DATE RECEIVED: March 25. 2010 DISTRIBUTION DATE: March 25. 2010 PLANNING BOARD MEETING DATE: April 15. 2010 APPLICANT INFORMATION 1. Name of Business: Insurance Center of New England Address: 246 Park Street. West Springfield. MA 2. Owner: David Florian -c/o Insurance Center of New England Address: Telephone: 800-243-8134 Fax: 3. Engineer: Berkshire Design Group. Inc. Address: 4 Allen Place. Northampton. MA 01060 Telephone: 413-582-7000 Fax: 413-582-7005 PLAN REVIEW Scale: 1" = 30' Date: February 19. 2010 Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of Plan): New address must be placed on the plan. Description of Project: Renovation of former banquet facility to be used as an insurance office. Renovations shall included: redesign of parking. signage. plantings and new entrance. Site Plan Review Page 2 • • Description of Site: Site is fully developed with an existing building and amenities. Applicant received a Negative Determination of Applicability from the Conservation Commission. Provision for Traffic Flow: Unchanged. Parking: Existing parking to be reconfigured. Eighty-five spaces proposed (4 handicapped) . Drainage: O.K. Public Utilities: O. K. landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Not provided. Exterior Lighting: Not provided. Cut sheets and dimensions of all exterior lighting must be provided. Rendering or Elevations: O.K. Dumpster Location: O.K. Other Comments or Concerns: 04/15/2010 15:20 FAX 4138210631 To: cc: From: Date: Snbjed: Plannjng Board File • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Antbony M. SyMa, P. E. • SuperintDldent MEMORANDUM Engineering Department April 15, 2010 Site Plan " SP 545 -1070. Suffield Street • Insurance Center of New England III 001/003 Per your request dated March 25,2010, we reviewed the Site Plan entitled, "Insurance Center of New England, Site Plan Review Application, Agawam, MA; Prepared for; Insutance Center of New England, 246 Park Street, W. Springfield, MA; Prepared by: The Berl<sbire Design Group, Inc., 4 Allen Place, Northampton, MA; Date: March 18, 2010" and we note the following: 1. The entrance drive to the subject site from Suffield Street should be regraded so that the majority of storm water is directed to the existing catch basin in it 2. Confirm all existing outfall conditions. Repair as needed. 3. All handi-cap accessible ramps are to have detectable panels installed in them as per ADA regulations. 4. The proposed snow storage area at the southeast corner of the propO!ed parking area may inhibit stonn water from reaching the existing C.B. to the east during winter. Engineering recommends the installation of a catch basin at the south east comer of the proposed parking area. This new C.B. would be tied into the existing C.B. Attempting to collect all the stonn water flow from this portion of the parking lot via overland flow to the existing C.B. in the field without draining into Suffield St would be difficult to accomplish. 5. Both existing C.B.s in the eastern grassy area should have additional contours around them to indicate that on-site stonn water will drain into them and not onto Suffield St. 6. There should be some spot grades around the proposed curb inlets (detail 12/6) to indicate that storm water will drain to the C.B.s and not flow past. 7. The subject sites' sanitary sewer service should have eleanonts every 100 feet starting at 100 feet from the tie-in to the main in Suffield St. Cleanouts should also be placed at every bend. 8. At a point in the north side driveway to the north parking area, the dri-ve narrows to just 19 feet. This is DarroW for two way traffic and should be widened if possible. 9. The north sidewalk to the building should Dot have a travel slope greater than 1 :20 at any location. 04/15/2010 15:21 FAX 4138210631 Iai 002/003 • • If you have any questions please do not hesitate to contBct this division. Sincerely, fMl(}L Civil Engineer I Town Engineer .s:\l!p\S4S inslll'lloncc CCl11cr of new i::nghll'ld~OJ .dc>c • • Memorandum To: Planning Board CC: Chief Robert Campbell From: Sergeant Richard Niles Subject: Site Plan -1070 Suffield Street -Insurance Center of New England Date: March 29, 2010 Based upon plans as submitted, there would appear to be little negative impact to pedestrian, bicycle, and/or motor vehicle traffic safety Respectfully Submitted ~~,.A Vf~ Sergeant Richard Niles Safety Officer Agawam Police Department p ~ f"\ c:' "/ED APR lJ 1 2010 P~J''',. ~ 30i\HU ORIGINAL ( Page 1 of 1 Deborah Dachos From: Christopher Golba Sent: Monday, March 29, 20104:04 PM To: Deborah Dachos Cc: Anthony Sylvia Subject: The Oaks Met with Tom Crochiere regarding the building sewer line at the Oaks. The line was televised and appears to be in very good shape and can be utilized for the new construction/renovation. Call with any questions. Regards Chris Christopher 1. Gol ba Town of Agawam Deputy Superintendent -DPW 1000 Suffield Street Agawam, MA 01001 T -413.821.0600 F-413.821.0631 312912010 • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 . Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: . Engineering Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Board~? / SUBJECT:. Site Plan -1070 Suffield Street -Insurance Center of New England DATE: March 25, 201 0 Please review and comment on the attached Site Plan for the Insurance Center of New England prior to the Board's April 15th meeting. Thank you. DSD:prk • • MEMO TO: Engineering Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan -1070 Suffield Street -Insurance Center of New England DATE: March 25, 2010 Please review and comment on the attached Site Plan for the Insurance Center of New England prior to the Board's April 15th meeting. Thank you. DSD:prk • ~~iThe Berkshire Design Group, Inc. March 18, 2010 Town of Agawam Office of Planning & Community Development Town Hall 36 Main Street Agawam, MA 01001 Re: Site Plan Review 1070 Suffield Street Agawam,MA • On behalf of Insurance Center of New England, we are hereby submitting an application for Site Plan approval for the renovation of the existing banquet facility and a redesign of the existing parking lot. Included with this submission are the following: • 10 Copies of the Site Plans • 10 Copies Site Plan Application Please feel free to contact our office if you require any additional information. We look forward to working with you. Landscape Architecture Sincerely, L/erkshire Design Group, Inc. Civil Engineering .~:6~. ~ Planning /' JeffS uire Land Surveying Landscape Architect Enclosures (Site Plans, Application) -:j ...., v) 8 "'" -'0 2:: rTJ ,.... ("") ::0 :::! a ..r) :z: t UJ IT) ;v 9? -< .s::-("") 0 fTJ UJ 4 Allen Place Northampton, Massachusetts 01060 Telephone (413) 582-7000 Facsimile (413) 582-7005 E-mail bdg@berkshiredesign.com TOWN OF AGAWAM Fax 14137869927 Mar 8 2010 Od:3Bpm P002/00S AGA ''''AM PLANNING BOARD FormD Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Building Department 1000 Suffield Street Agawam, IVlA 01001 I Name of Business !r--L'2t.JeA...JCe £E; '-reP DE t=Je;;y, E' !gq~i> Address 2A·f.s, PAP to< 7· Telephone goo -~-U -Beyt Fax ______________ _ 2. Name of Applicant/Owner DAv~"';) F-LQIZ.Jb..!. C:k Addressi __ -_.5:=:.:"'H==t!=---______________________ _ Telephone -...s.~- Address 4 Au §, PL.Aq Telephone f1J,-..58z...-70r:>C> Fax. ____________________ _ r:--1.Df? THN--C?TOr=I, tV! CJ, Oleo fax ~f.3-5&-70o.S 4. Please give a brief description of the proposed project Revi,ed Z/1/07 ~ov ...... ,o,..J OF ~I..!rrtNc;., C>I-'f'-Urt-.Jq AND ~(~ !ReovCTlC»-.J OF p~,......L<=, L....CJi"', ..::, I ~A.tf:,C.:. ... Pt...A.I--I",...., ~ . ---- PHILIPS 0, GARDeO PHILIPS 0, GARDeO I Notes: RADIANT LED AREA LUMINAIRES Job: TlTEFLEX Type: S GENERAL DESCRIPTION: Gardco Radiant LED area luminaires combine LED performance excellence and advanced GarlIco LED 1hermal management technology with a distinctly contemporary architectural style to provide outdoor area lighting 1hat is both eneIQY efficient and aesthetically pleasing. The high performance LED optical systems are available with Type II, Type III, Type IV and Type V optical systems. Gardco's LED technology provides maximized light output and maximum energy savings. Additional savings can be realized with Dual Cin:ufi -LED May control. CUTOFF PERFORMANCE: Galdco Radant LED luminaires provide full cutoIf performance. ORDERING PREAX MOUNTING OPTICAL SySTEM LEO WATTAGE LED SELECTION VOLTAGE FINISH OPTIONS I RL HI H 4 H 120LA H CW H UNIV H ..... B_R_P _-,H Enter the order code into the appropriate box above. Note: Gardeo reserves the right to refuse a configuration. Not all combinations and ~I =====: configurations are valid. Reier to notes below for exclusions and limitations. For questions or concerns, please consult the factory. !:===== PREFIX Rl Radiant LED Area luminaire I LED WATTAGE MOUNTING 1 2 2@90 3 3@120 4 Single Assembly! Twin Assembly Twin Assembly at goo Triple at 900 T ripte at 1200 Quad Assembly OPTICAL SYSTEM 2 Type II 3 Type III 14 tVDe IV 5 Type V O*ii . '~ ' .. ;/';;", ..... :U1>'·.' . c .•.. ""' "' . ;-..... ~~'""ii.~i# ... j;;,... .. '.' . ':·-'}')o*-~"_,.· >." ~····L' -'~ ~ . '. ~. ~,.u '.~ "~li < .;.,.;, I' "..:.; ~5 SOLA 32" 60 watI, (1) lED integral /ens array. 54 56 311 4,078 4,228 4,241 4,217 85LA 32" 85 watt, (1) LEO in1egrallens array. 54 87 520 5,714 5,907 5.885 5,816 I 120LA 46" 120 watt, (2) LED in1egrallens arrays. 108 112 311 7,889 8,125 7,944 7,862 170LA 46" 170 watt, {2} LED 'IItegaI \ens; anays. 108 174 520 11,007 11,378 11,415 11,614 t. Actual measured system watts aro shown 2. /.£0 ~ mayvayby +I. 8% due to lED manufac:turerforwarrj W)/f spedficatioIIand ambient ~tne. 1 /.£0 armys feature LEns that prollide 100 tJmens per watt .men qx!f2red at 350 tM.lJJminaIre iWaf abscIute lumens per watt f8fJ}6 from 63.3 LPW /0 75. 7 LPW. 4. wmen raloes based '" system wattage values shoIm. I.JJmens vatIes are for iJnWIres ufIizing !he CW LED SeIecNon, ~ the Dl ¢t MIiti{iy ~ by .92 for ~ lumen I'aMes for /he NW lED ~ and by .73 for ~mate IImIen vaues IMIh Dl option. PIiiished lumen \6loeS based on Iests perlorrned in COIIJIianoe with IESNA J.N.79. LED SELECTION VOLTAGE leW COOl White· 650tfK -/5 CHI! NW Neutral White· 4300"K • 75 CRI ,ONlv 347 480 Accepts 1Mv tnrough 277V Input, 50hZ to BDhZ.! Includes auxilliary transformer. Includes auxilJiary transformer. FINISH BRP BlP WP Bronze Paint I Black Paint White Paint NP OC SC Natural Aluminum Paint Optional Color Specify RAJ.. Color, Ex: OC-RAL6005. Special Color Requires Color Chip. OPTIONS F IF PC Ol HSI HS2 Fusing Une Fusing Photocontrol and Receptacle _k.,,,.,,, •. Diffusing Lens SPR occ External House Side Shield !iOtA or 85L.A "'/y. Surge Protection for 120V through 2n Input 347/1,81)11 stKgIIp!:lIecIionprovidedby ~ t>'arIsftIm1e(. Dual Circuit -LED Array Control 12OI..A or llOU. rxrJy. Pro\oides dlJ8J Je'leloonlTrllcapabOity. Each LED Array can be swirched Of circuited sepaate/y. 2 Part External House Side Shield I20LAor 170lAonly. MF Mast Arm RHer ReqWes2:WODmastllfm PTF2 Pole Top Fitter for 2 3/8-Tenon PTF3 Pole Top Fitter for 3-to 3 112-Tenon PTF4 Pole Top Fitter for 3 112-to 4-Tenon B01' Bird Deterrent Spike Kn -60LAiB5lA BD2s Bird Deterrent Spike Kit • 120LN170LA 5. Kits coosisI of 25 (BOI) or 45 (B02) ~ IIIQ/de(f plasIic bird ~ spikes. FteId ifIsta/Ialion only. Philips Gardeo 1611 Clovis Barker Road San Marcos, TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 www.sltelighting.com C Copyright 2010 Philips Group. AJI Rights Aesel'o'ed. International Copyright Secured. Philips Gardco reserves the right to change materials or modify the design 01 its product without notification as part 01 the company's conlinuing product improvement program. G2O(HKItlll310 PHILIPS 0, GARDeO RADIANT~ LED AREA LUMINAIRES SPECIFICATIONS GENERAL DESCRIPTION: Gardco Radiant LED area luminaires combine LED performance excellence and advanced Gardeo LED thermal management technology with a distinctly contemporary archttectural style to provide outdoor area lighting that is both energy efficient and aesthetically pleasing. HOUSING: The Gardco Radiant LED housing consists of a die cast aluminum arm adapter, an extruded aJuminum housing body with an integral LED radiant thermal management system, and a die cast aluminum end cap. The structure is secured with lateral threaded stainless steel rods running the length of the housing to provide rigidity and unify the housing structure. Metaltic screens are integrated to the top of the housing to prevent the buitdup of dust, dirt and contaminants, while permitting required air flow for cooling. The housing length is 32', or 46' depending upon the LED wattage of the luminaire. LED THERMAL MANAGEMENT: The Gardco Radiant LED housing design provides extruded aluminum integral thenmal radiation fins in the upper housing, combined with lateral air ways, to provide the excellent thenmal management so critical to long LED system life. Metallic screens are integrated to the top of the housing to prevent the buildup of dust, dirt and contaminants, while permitting required air flow for cooling. LED PERFORMANCE: 311 130,000 25 ·C 520 85,000 311 4O·C 100,000 520 60,000 DIMENSIONS .. , .'. ~-. : _-,:EPA -' ~---: ~~~) .-SiIge ·at~ -,-' ....... 1 2 -LEDwatf!'Oe .' .. I-""-ir--'-':"'-''''';+~ ~ngLenglh 6OLA.85LA 32" 12OU'''17OLA . .. .(.- Radiant A -Alt B -Alt C-AII D-AII E -Alt F -60LA 85LA F -120 170LA .69ft2 ."" ",. 1.0 ftl! .... '" , 1.38 fit .129 Ill' 2.0 ftl! .1.86111" . Inches ~.60' 6.40" 11.49- 13.37" 13.23" 32" 46" 1.5ft' ,140 m' 3~" ...... em 11.692cm 16.256cm 29.177cm 33.9Scm 33.604cm 81.28cm 116.84cm 36 ... 16.33 kg '43fbs -'9.51 kg "-'" "- OPTICAL SYSTEMS: Lensed LED arrays are set to achieve IES Type II, Type III, Type IV and Type V distributions. Individual LED arrays are replaceable. ELECTRICAL: Luminaires are equipped with an LED driver that accepts 120V through 277V, 50hz to 60hz, input. Driver output is based on the LED wattage selected. Component-to- component wiring within the luminaire will canry no more than 80% of rated cunrent and is listed by UL for use at 600 VAC at 302·FI150·C or higher. Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. LABELS: All luminaires bear UL or CUL (where applicable) Wet Location labels. WARRANTY: Gardeo luminaires feature a 5 year limited wanrenty. Gardco LED luminaires with LED anreys feature a 10 year timited wanrenty covering the LED arrays. See Warranty Information on www.sitelighting.com for complete details and exclusions. FULL CUTOFF PERFORMANCE: FLI adoII pertorman:e means a k.nNre disIriJuIon where zero CIIldeIa $ISiIy ocan II an angle of!KI' allow raIr. AddtiooaIy,!he eardeIa per 1000 ~ ILrnens d:Ies!lllt :I~ exceed 100 (10 J)eIOefIIJ at a vertical argl! 0180" aboYe nacir. This ~ III alla18raI MOles IIWId CUTOFF PERFORMANCE: CUtoff pertomm:e me<rlS Q luminai'edstr'tUbn Where1heca/lklla pet' 1000 ~ hJmel'5 does no! oomericalI)' exceed 25 (Z.5 percen9111 an argJe aI Of above 90" iblYe nadir, and 100 (10 percen1) at a wrbI-ve or 80" above nadr. TI1s awlleS III all lateral angles around the lunIilaire. ----:-........ .." F Philips Gardco 1611 Clovis Barker Road San Marcos, TX 78666 (800) 221-0758 (S12) 753-1000 FAX: (512) 753-7855 www.sltelighting.com C Copyright 2010 Philips Group. An Rights Reserved. International Copyright Secured. Philips Gardco reserves the right to change materials or modify the design 01 its product without notification as part of the company's continuing product improvement progmm. G2OO-OOI/OO10 PHILIPS G GARDea Job: Type: I Notes: POLES o STRAIGHT ROUND STEEL GENERAL DESCRIPTION: The Philips Gardeo SRS straight round steel pole consists of a one-section design fabricated steel tubing circumferentially welded to a structural quality hot rolled carbon steel plate. The poles are finished with an electrostatically applied, thermally cured TGIC polyester powdercoat. All poles include anchor bolts, full base cover, hand hole, ground lug and top cap. ORDERING PREFIX HEIGHT SIZE DRILLING FINISH OPTIONS I~S_~ ____ ~~~2_0 ____ ~~~4 ____ ~r1~D_1 ____ ~r1BLP ~~====~ Enter the order code in10 the ~ale box above. Note: Philips Gardoo reserves Ihe right to refuse a configuration. Not all combinations and configurations are valid. 1\ Reier to noles below for exclusklns and limitalions. For questions or concerns, please consllit the factory. L. _____ --' '4&IIi-HEIGHT SRS 10' 15' 20' 25',25H' 3O',30H' FINISH PP Prime Painted DC BRP Bronze Paint BlP Black Paint SC WP White Paint NP Natural Aluminum Paint GV Galvanized (No Paint) FPGV Finished Paint over Galvanized (specify color) POLE DATA SIZE 3' 4' 5' Optional Color Paint Specify RAL dssIgnation ex OC-RAJ..7024. Special Color Paint Spec;fy. Must supply color chip. DRILLING 01 1 Way (3 Hofes) D2 2 Way (6 Hofes) D3 3 Way (9 Holes) 04 4 way (12 Holes) OPTIONS FES' Festoon Outlet AHW Additional Hand Hole CL 1,2 Coupling. Internal thread. GMR3 Provision for Gatdoo Motion Response System. 1"2 23$' X4' 00 Tenon T4 4' X (f OD Tenon Sjde Mount Bullhorn Brackets GM-G801 Single Side Mount BuIIhom Btacker t. Add "-f9"1or ',~ODor --24"1or 2.4" 00, ReIer to Accessaty sheet 79415-26 "'-f ,1rrdicaIe IIeighI abow base and orienIatioI1lo original hand 1IoIe. 2.1ndica1e size (112", 314: '", , '/4', 1 fl2".) 3. Includes a lIZ" CIJC4M'ng placed 180" ro handhole, 12' abowpolebase. 15' ro 3(1' pole heighIs only. r=-:--:--:::--:-::-:-..,...---,---,--,-, Refer to Steel Pole Acceuorles sheet 79415-26 for additional accessories. CATALOG POLE SIZE MAXIMUM lUMINAIRE lOADING' ANCHOR BOLT DATA' NUMBER 100 MPH OOMPH eO MPH BOLT AC1UAL 9OLE;SHAFT BOLTSIZE CIRCLE PREJ=IX • HElGKT " .. SIZE HeiGHT SIZE E~ EPA-FJ' Ef'!HT' ~ ...... ) ~ ....... ) SRS·l0·3.0 10' 3' X 10' 6.0 7.7 10.0 3I4x17x3 8.0 SRS'14-3.0 14' 3-X 14' 3.3 4.4 6.0 3I4x17x3 8.0 SR5-1 0-4.0 10' 4-X 10' 12.2 15.0 19.1 314x17x3 8.0 SR5-14-4.0 14' 4-X 14-7.6 9.4 12.2 3I4x17x3 8.0 SRS·16·3.0 16' 3-X 16' 2.3 3.2 4.6 314x17x3 8.0 SRS·16-4.0 16' 4-X 16' 5.9 7.4 9.6 314x17x3 8.0 SRS·2Q.4.0 20' 4-X 20' 3.5 4.4 6.0 314x17x3 8.0 SRS-25-4.0 . 25' 4-X 25' 1.3 1.9 2.8 314x17x3 8.0 SRS·20·5.0 20' 5' X 20' 7.2 9.1 11.7 3/4x17x3 8.0 SR5-25·5.0 25' 5-X 25' 4.2 5.5 72 3/4 x 17x3 8.0 SR5-25H·5.0' 25' 5-X 25' 7.4 9.4 12.1 314x17x3 8.0 SR5-3O·5.0 30' 5-x 30' 2.2 3.0 4.2 3I4x17x3 8.0 SRS·30H·5.0' 30' 5-X 30' 4.7 6.5 8.0 3I4x17x3 8.0 4, SR$--25H·5.0 and SRS·30H.s.O poles feature a wall thickness 01 .180-for increased wind loading. All other SRS poles have a wailihickness of .120". 5. Warning: Additional wind loading, in terms of EPA, from banners, cameras, floodlights and other accessories attached to the pole, must be added to the luminaire{s) EPA before selecting the pole with the appropriate wind load capabifity. . 6. Factory supplied template must be used when setting anchor bolts. Philips Gardco will not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates. Philips Gardco 1611 Clovis Barker Road San Marcos, TX 78666 (800) 227-()758 (512) 753--1000 FAX: (512) 753--7855 www.sitelighting.com Q Copyright 2010 Philips Group. All Rights Reserved. International Copyright Secured. Philips Gardco reselVE!S the right to change materials or modify the design of its product without notifICation as pa.rt of !he company's continuing product improvement program. ~1~1'W310 PHILIPS OJ! GARDeO POLES STRAIGHT ROUND STEEL SPECIFICATIONS POLE SHAFT: The pole shaft is a one-section cylindrical design fabricated from hot rolled welded steel tubing with a guaranteed minimum yield strength of 42,000 PSI. Pole wall thickness is .120'. except SRS-2SH-S.O and SRS- 3OH-5.0 poles feature a wall thickness of .180' . ANCHOR BASE: The anchor base is fabricated from structural quality hot rolled carbon steel plate conforming to ASTM A36. The base plate telescopes the pole shaft and is circumferentiaJly welded on both top and bottom. ANCHOR BOLTS: Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar with a guaranteed minimum yield strength of 36,000 PSI. Botts have an "L" bend on one end and threaded on the opposite end. Anchor bolts are hot dipped galvanized a minimum length of 12' on the threaded end. Four (4) properly sized bolts. each furnished with two (2) regular hex nuts and two (2) flat washers, are provided per pole, unless otherwise specified. BASE COVER: A two-piece base cover completely seals the entire base plate and anchorage. The base cover is secured together with two (2) fasteners. HAND HOLE: The reinforced handhole consists of a 2.5" x 5' rectangular tubing, steel attachment bar, steel cover and one round head zinc plated machine screw. A nut holder is welded to the handhole and includes a .s--13 UNC hex head boh and nut for grounding. The handhole is welded in the pole shaft and located at 12" above the base of the pole. FINISH: The standard finish for pole and accessories is an electrostatically applied, thermally cured TGIC pofyester powdercoat. Prime painted pates are also available. FASTENERS: All structural fasteners are galvanized high strength carbon steel. All other fasteners are galvanized or zinc plated carbon steel or stainless steel. DESIGN: The poles as charted are desIgned to withstand dead loads and theoretical dynamic loads developed by variable wind speeds with an appropriate gust factor under the following conditions: DIMENSIONS The luminaire(s) and/or mounting bracket(s) center of gravity is assumed to be located at the pole top for all deSigns. For purposes of this design, their effective projected area (EPA) Is considered to be the product of the actual projected area and the drag coefficient. The wind velocities are based on 10 mph increments from 80 mph through 100 mph. Poles to be located in areas of known abnormal conditions may require special consideration. For example: coastal areas, airports and areas of special winds. Poles are designed for ground mounted applications. Poles mounted on structures (such as buildings and bridges) may also necessitate special consideration requiring Philips Gardoo's recommendation. Height correction factors and drag coefficients are applied to the entire structure. An appropriate safety factor is maintained based on the minimum yield strength of the material incorporated in the pole. Mounting height Is the vertical distance from the base of the lighting standard to the center of the luminaire arm at the point of luminaire attachment. For loadings other than those covered in the design section, such as overhead wiring, guymg of the poles or other field installed attachments, consutt the factory for recommendations. WARNING: This design information Is intended as a general guideline only. The customer is solely responsible for proper selection of pole, luminaire, accessory and foundation under the given site conditions and intended usage. The addition of any items to the pole, in addition to the luminaire, will dramatically impact the EPA load on that pole. ft is strongly recommended that a qualified professional be consulted 10 analyze the loads given the user's specific needs to ensure proper selection of the pole, luminaire, accessories, and foundation. PhilipS Gardea assumes no responsibility for such proper analysis or product selections. Failure to Insure proper site analysis, pole selection, loads and Installation can result in pole failure, leading to serious injury or property damage. WARRANTY: Philips Gardea poles feature a 1 year rtmited warranty. See Warranty Information on www.sitelighting.com for complete details and exclusions. to.~ 0iameIer NOTE: Factory supplied template must be used when setting anchor borts. Philips Gardco will not honor any claim for incorrect anchorage placement trom failure to use factory supplied templates. 2.SO' X 5.00- Handhole Rim --8.0" So. c.n:Ie .W 0.88' X 1.138" $101 Philips Gardco 1611 Clovis Barker Road San Marcos, TX 78666 (BOO) 227-0758 (512) 753-1000 FAX: (512) 753-7855 www.sitelightlng.com C Copyright 2010 Philips Group. All Rights Reserved. Inlemaliona/ Copyright Secured. PMps Gardco reserves the right to change materials or modify the design of its product without notificatiOfl as part of the company's CQntinuing product improvement program. 79415-1!W31G MEDIUM HOUSING AVIATOR AREA CUTOFF LIGHT ~-------~-mp------~~'~~}'------B.-lIa~--------~ , , , , • ~ __ ~ ______ 19.7" --------,L-t~ (499 mm) Patented Hinge Assembly BallKt'TI'l!I'I Tool-less Entry SPEC # WATTAGE CATALOG # PULSE START METAL HALIDE n 200W PSMH AVH40620-( a)(b) 0 250W PSMH AVH40625-!a lib I E3 il 320W PSMH AVH40632-{a)!b) .. _. il 350W PSMH AVH40635-{a)!b) D <jl 400W PSMH AVH40640-(a)(b) METAL HALIDE 0 175W MH AVH40417-(a)(b) B 250W MH AVH40425-(a)(bl il 400W MH AVH40440-(a)(b) HIGH PRESSURE SODIUM D 250W HPS AVH40525-(a)(b) 0 400W HPS AVH40540-(a)(b) Specify (aj Voltage & (bj Options. ijl Reduced envelope ED28 lamp. GENERAL DESCRIPTION 60° forward throw full cutoff luminaire for HID lamp, totally enclosed. Housing is seamless copper-free die-cast aluminum. Electrical components are heatsunk to the housing in a quick disconnect ballast tray. Fixture mounts directly to pole or wall with integrated arm. Additional mountings are available. Lens assembly consists of tool-less quick release frame constructed of rigid aluminum and high-impact, clear-tempered glass lens. High- temperature silicone gasket seals lens from water and insects. Fixture suitable up to 40°C ambient temperature. FINISH Exclusive DeltaGuard® finish features an E-coat epoxy primer with medium bronze ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven-year limited warranty. Lens Frame (a) VOLTAGE SUFFIX KEY M 120/20S/240/277V (Standard) T 120/277/347V (Canada Only) 1 120V 2 277V 27 277V Reactor (PSMH Only) 3 208V 4 240V 5 480V 6 347V (Canada Only) For voltage availability outside the US and Canada, see Bulletin TD-9 or contact your Ruud lighting authorized Intemational Distributor. ELECTRICAL Fixture includes clear, mogul-base lamp; 320 -400W PSMH and 400W MH utilize the ED28 reduced envelope lamp. Pulse-rated porcelain enclosed, 4kv-rated screw-shell-type lampholder with spring-loaded center contact and lamp grips. Lamp ignitor included where required. All ballast assemblies are high-power factor and use the following circuit type: Reactor (277V PSMH) 200 -400W PSMH CWA -Constant Wattage Autotransformer 200 -400W PSMH; 175 -400W MH; 250 -400W HPS LABELS ANSI lamp wattage label supplied, visible during relamping. UL Listed in US and Canada for wet locations and enclosure classified IP65 per IEC 529. 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 © Ruud lighting Inc. Printed in USA www.ruudlighting.com ! Notes (b) OPTIONS (factory-installed) -(a)F Fusing -(alP Button Photocell -5P External Photocell (lor 480V) Q Quartz Standby (includes 100W quartz lamp) (N/A on 277V Reactor) Specify (aj Single Voltage -See Voltage Suffix Key PATENTS US 7,284,877; 4,689,729; 4,709,312; D500,885; D501,057; D501,946; D501,947; D502,283; D531,882; Canada 74203 MOUNTING ACCESSORIES: (field-installed) Post Top Tenon Adaptor (for 2-3/8" -3" 0.0.) PT-A21 1 fixture PT-A22(90) 90° twin PT-A22(180) 180° twin PT-A23(90) 90° triple PT-A23(120) 120° triple PT-A24(90) 90' quad AVRP-2 Round Pole Adaptor (fits 3" -6" dla. pole) AVE-2 Extended Arm AVU-2 Upsweep Extended Arm WM-5 Wall Mount Box FIXTURE ACCESSORY: (field-installed) SBL-AV2 Backlight Shield FAX (262) 884-3309 11/6/08 RUUD LIGHTING AVH40-19 SERIES MEDIUM HOUSING AVIATOR AREA CUTOFF LIGHT EPA RATING Isolootcandle plots show initial footcandles at grade. (Footcandles .;. 0.0929 ; lux) EPA 1.03 for single fixture with 00 tilt (Consult factory for EPA rating on multiple units). Lighting Sciences Inc. Certified Test Report No. ITl55057 Candlepower distribution curve of 400W MH Area Cutoff Light without backlight shield. Pole-spacing Example Data ,00' 80' 60' 40' 20' 0' 20' 40' SO' 80' 100' 140 ,... 42.7 120' . 36.6 100' I 30.5 t ., .,. I , 80' . --t 24.4 60' 18.3 40' . 12.2 20' 6.1 0' Om 20' 6.1 40' I ..J. 12.2 T 30.524.4 1&3 12.2 6.1 Om 6.1 12.2 18.3 24.4 30.5 Isofootcandle plot of 400W MH Area Culoll light at 25' (7.6 m) mounting height, O· vertical lilt, with backlight shield removed. (Plan view) I--x~ T~{~% y /;T~ If;E~ resl area is centered within a (16) pole layout. Max. Recommended Pole-spacing Catalog II Lamp Type Lamp Lumens Mounling Height X x Y AVH40417-M 175W MH 12,000 15' (4.6 m) 60' (18.3 m) x 85' (25.9 m) 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) AVH40425-M 250W MH 20,000 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) 25' (7.6 m) 95' (29.0 m) x 140' (42.7 m) AVH40440-M 400W MH 32,000 25' (7.6 m) 95' (29.0 m) x 140' (42.7 m) 30' (9.1 m) 115' (35.1 m) x 165' (50.3 m) AVH40525-M 250W HPS 28,500 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) 25' (7.6 m) 95' (29.0 m) x 140' (42.7 m) AVH40540-M 400W HPS 50,000 25' (7.6 m) 95' (29.0 m) x 140' (42.7 m) 30' (9.1 m) 115' (35.1 m) x 165' (50.3 m) Average Initial light Levels at Grade 2 Fixtures per pole @ 180· (Footcandles + 0.0929 ; Lux) Footcandles Lux 4.30 46 2.51 27 4.20 45 2.49 27 3.98 43 2.68 29 5.99 64 3.55 38 6.22 67 4.19 45 RUUD® LIGHTING 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 FAX (262) 884-3309 © Ruud Lighting Inc. Printed in USA www.ruudliohtino.com 11/6/08 /f/If II ffiO)0 £yf6:z:-~ '-- DIRECT MOUNT 1211 FULL CUTOFF WALL PACK Lens Assembly Rigid die-cast copper-free aluminum and flat glass lens Ballast Pivoting Hinges CapaCitor 12.3" (313 mm) 6 S' 3.4' i-r165 mmf (86 mm) +~ +r--- 11. 6" mm) (294 ~ U Lb2.O' (304 mm)-J -+---+---+*-Wiring Compartment --Jr--+,jj--Ignitor (Where required) [~;;~~l=e~IT~~~~~Lampholder Housing Die-cast aluminum ----,I--~---\-tt----Lamp (Included) ll~:;:::;;~~:;:::;;~~~:;:::;;~~~~-~ Reflector , Precision aluminum o 0 SPEC # WATTAGE CATALOG # PULSE START METAL HALIDE [J SPEC# 125W PSMH MGWG0612-(a)(b) [J SPEC # 150W PSMH MGWG0615-(a)(b) METAL HALIDE L I SPEC# 50WMH MGWG0405-(a)(b) D SPEC# 70WMH MGWG0407-(a)(b) Cd SPEC# 100W MH MGWG0410-(a)(b) o SPEC# 175W MH MGWG0417-(a)(b) HIGH PRESSURE SODIUM o SPEC# 35W HPS MGWG0503-(a)(b) CJ SPEC# 50W HPS MGWG0505-(a)(b) [J SPEC# 70W HPS MGWG0507-(a)(b) D SPEC# 100W HPS MGWG0510-(a)(b) o SPEC# 150W HPS MGWG0515-(a)(b) Specify (a) Voltage & (b) Options. GENERAL DESCRIPTION Full Cutoff Wall Pack fixture for HID lamp, totally enclosed. Housing is seamless copper-free die- cast aluminum. Lens assembly consists of a hinged, rigid die-cast copper-free aluminum frame and clear borosilicate glass lens held securely inside. Lens frame is easily removable and allows for easy attachment and serviceability using top pivoting hinge. Complete silicone gasketing around lens and gasketing at mounting provide a watertight seal. A precision specular aluminum reflector provides forward throw with wide distribution to ensure wide fixture spacings and maximum light levels. Fixture design provides excellent IES Full Cutoff light distribution without glare. The optical chamber is sealed to reduce dirt and insect contamination. Furnished with e-coated, copper-free, lightweight mounting box designed for installation over standard 4-inch square or octagonal and Single-gang J boxes and for conduit entry from top, sides and rear. DeSigned and approved for easy through-wiring. All fixtures use vertical-lamp pOSition. (a) VOLTAGE SUFFIX KEY D 120/277V (Standard: 125W PSMH; 50 -1 OOW MH; 50W HPS) M 120/20S/240/277V (Standard: 150W PSMH; 175W MH; 70 -150W HPS) T 120/277/347V (Canada Only) (Standard: 150W PSMH; 70 -175W MH; 70 -150W HPS) 1 120V (Standard: 35W HPS) 2 277V 27 277V Reactor (150W PSMH Only) 3 20SV 4 240V 5 4S0V (175W MH; 70 -150W HPS) 6 347V (Canada Only) For voltage availability outside the US and Canada, see Bulletin TD~9 or contact your Ruud Lighting authorized International Distributor. ELECTRICAL Fixture includes clear, medium-base lamp. Pulse-rated porcelain enclosed, 4kv-rated screw- shell-type lampholder. Lamp ignitor included where required. Fixtures require a minimum 90°C temperature feed wire. All ballast assemblies are high-power factor and use the following circuit types: Reactor (277V PSMH) 150W PSMH Reactor 120V: 35 -150W HPS HX -High Reactance 50 -100W MH; 50 -150W HPS CWA -Constant Wattage Autotransformer 125 & 150W PSMH; 175W MH LABELS ANSI lamp wattage label supplied, visible during relamping. UL Listed in the US and Canada for wet locations. 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 © Ruud Lighting Inc. Printed in USA I 'lWw. ruudlighting.com Notes (b) OPTIONS (factory-installed) -(a)F Fusing -(alP Button Photocell Q Quartz Standby (includes 100W quartz lamp) (N/A on 277V Reactor) Specify (a) Single Voltage ~ See Voltage Suffix Key FINISH Exclusive Colorfast DeltaGuard™ finish features an E-coat epoxy primer with medium bronze ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven-year limited warranty. PATENTS 6,867,959 and Patents Pending. ACCESSORIES PC-l Button Photocell (for fixtures setto 120V) PC-2 Button Photocell (for fixtures set to 208, 240, 277V) PC"6 Button Photocell (for fixtures set to 347V) FAX (262) 884-3309 08/03/06 RUUD LIGHTING GWCO·12 SERIES DIRECT MOUNT 1211 FULL CUTOFF WALL PACK Isofootcandle plots show initial footcandles at grade. (Footcandles .;. 0.0929 = Lux) Candle power Distribution Curve of 175W MH 12" AeroDome Full Cutoff Wall Pack. 60' 45' 30' 15' 0 15' 30' 45' SO' 60' 18.3 45' . . 13.7 .3 .5 30' 9.1 15' . . 4.6 0' Om 18.3 13.7 9.1 4.6 0 m 4.6 9.1 13.7 18.3 Isofootcandle plot of one 175W MH 12" AeroDome Full Cutoff Wall Pack at 15' (4.6 m) mounting height (plan view). RUUD® LIGHTING 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 © Ruud Lighting, Inc. Printed in USA www.ruutllighting.com FAX (262) 884-3309 08/03/06 CLEAR LENS -FLAT TOP ROUND BOLLARD 0 0 0 E3 0 0 0 _ r B8.9" (225 mm) -~ Internally Painted Top --1 -Specular Upper CI Reflector 55" (140 mm) --ear . 1 Acrylic Lens Oie.cast Aluminum Lens Retaining Ring With double silicone gasket -+tf----Main Collector Reflector +-:f---It---I--Lamp (Included) 36" (914 mm) LamphO)II'd~e~r~=====J~~~~~+_1 Ignitor == --Ballast (Where required) Capacitor -------*'1 Housing ------~I Extruded Aluminum DellaGuard" finish Conduit Entry ----___... --Epoxy Coated Steel Frame --Base Plate Die-cast aluminum II~~~~~ Anchor Bolls ~ --Galvanized Steel Eo 318"-16 x 6" (152 mm) SPEC # WATTAGE CATALOG # METAL HALIDE SPEC' 50WMH HC405-(a)(b) SPEC. 70WMH HC407-(a)(b) SPEC. 100W MH HC410-(a)(b) HIGH PRESSURE SODIUM SPEC. 35W HPS HC503-(a)(b) SPEC # 50W HPS HC505-(a)(b) SPEC' 70W HPS HC507-(a)(b) SPEC # 100W HPS HC510-(a)(b) FLUORESCENT SPEC # 26/32142W FL HC242-(a)(b) Specify (a) Voltage & (b) Options. GENERAL DESCRIPTION Extruded aluminum housing supplied internally with a formed and channeled 16 gauge steel frame supports the electrical components and main reflector. Housing fastens to a die-cast aluminum base with four 1/4"-20 phillips flat head screws. Base is secured to concrete footing using provided masonite template and three 3/8"-16 x 6" (152 mm) galvanized steel anchor bolts with leveling nuts and washers. Suggested poured base: 2' (610 mm) deep x 12" (305 mm) dia., depending on soil types and frost line in your area. A 3" (76 mm) dia. conduit opening is provided in the base for ease of wiring. Injection molded clear acrylic lens with specular collecting reflector attaches to the top of the housing with an overlapping die-Gast aluminum retaining ring, held by two stainless-steel allen flat head fasteners. Two silicone lens seals prevent moisture from entering the lens, while a double lip silicone seal at the top of the reflector and sealed lampholder prevent insects, dirt and moisture from entering the optical chamber. +1.3" (32 mm) (a) VOLTAGE SUFFIX KEY D 1201277V (Standard: 50 -100W MH; 50 -70W HPS) M 120/208/240/277V (Standard: 1 OOW HPS; 50 -1 OOW MH) T 120/277/347V (Canada Only) (Standard: 70 -1 OOW MH) 1 120V (Standard: 35W HPS) 2 277V 3 208V 4 240V 6 347V (Canada Only) U 120 277V Universal Voltage (Electronic Ballast) For voltage availability outSide the US and Canada, see Bulletin TD-9 or contact your Auud Lighting authorized International Distributor. ELECTRICAL Fluorescent fixture includes a triple tube compact fluorescent lamp. HID fixtures include a clear, medium-base lamp and porcelain enclosed, 4kv-rated screw-shell-type lamp holder with spring-loaded center contact. Lamp ignitor included where required. All ballast assemblies are high-power factor and use the following circuit types: Electronic 26/32/42W FL Reactor (120V only) 35W HPS HX -High Reactance 50 -100W MH; 50 -100W HPS PATENT US PAT RE40,934 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 © Ruud lighting Inc. Printed in USA I www.ruUdlighting.com] h.r~!c;.?: bl!/l-~ Notes (b) OPTIONS (factory-installed) A 1800 Shielded Clear Lens -(a)F Fusing J Tamperproof Lens Fasteners -(alP Photocell V Polycarbonate Lens Specify (a) Single Voltage -See Voltage Suffix Key LABELS ANSI lamp wattage label supplied, visible during relamping. UL Listed in the US and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. FINISH Exclusive Colorfast DeltaGuard® finish features an E-coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven-year limited warranty. ACCESSORIES HCL Louver TPS-1 Tamperproof Screwdriver FAX (262) 884-3309 RUUD LIGHTING 07115110 CLEAR LENS -FLAT TOP ROUND BOllARD Lighting Sciences Inc. Certified Test Report No. LSI 9728R Candle power distribution curve of 100W MH Round Bollard with clear lens. Ray Trace showing light distribution of patented reflector system. (Footcandles ~ 0.0929 = Lux) Use this chart to determine initial Footcandle levels at grade for the HC Series Round Bollard with clear, flat top lens. Lam~ Lumens 50WMH 3400 1.79 4.38 2.33 0.90 0.36 0.17 0.09 70WMH 5600 2.95 7.22 3.85 1.47 0.59 0.28 0.15 100WMH 9000 4.74 11.60 6.18 2.37 0.95 0.45 0.24 35WHPS 2250 1.34 1.97 0.94 0.41 0.18 0.08 0.05 50WHPS 4000 2.38 3.50 1.67 0.73 0.31 0.15 0.08 70WHPS 6400 3.81 5.60 2.67 1.17 0.50 0.24 0.13 100W HPS 9500 5.66 8.31 3.97 1.73 0.74 0.36 0.19 RUUD® LIGHTING 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 FAX (262) 884-3309 © Ruud Lighting Inc. Printed in USA 1 www.rUUdlighting.com·1 07/15/10 ® ! , I p , 1t 1 A e· M x M~ni Ayg/M .' 7X/Mi ,.; , (fit) 1 . 9'4" 6.9:' 0.3 6.47 23. \.1 ',;'"0.5 ',.6 '0.: '1. 4 '2.0 /·Z.{ '1. 3 '" 0 ',;, °1 •1 \.i-_~~1e-,.E-°2.1 \.0 '0.8 °D.-r ".3 '36_~~ ·4~~.7 3.0 '1.5 °1 . 5 '"3.1 ~~ °4 .2 OF . J °2 C '1. MGWC MH = 12 MGWC MH= 12 1. 0 °2 , 1 .8 °3 . , _ .. '..' ''''. MH .... 3... • • 3.5 ~~.\t23'O 2.1 1 ·0.5 ·0_3 °n.l '0.4 \.1 /,)0 :2.1 '31 I ," 7 1. 'J 'u 'J . 6 D.E '0.6 \,4 0:;:.;: \.0 ·0.6 °Ct.1 °1.? °s-.} °3 •4 '2.2 "1.3 \ D ·o.s ·~O.-l "1.1 °2 .0 °2 .'3 ~.4 ~.9 ~.1 \.3 ~.7 \.1 ~.8 ~ B ~.7 ~.5 ~.8 \.7 ~.6 ~~9 ~.7 ~.2 \.6 I I I I I I . / [.4 II ' C _ J / t·1 ! '0.0 ~ ·0,1 ·0.0 / ~WALL I 12' AFG ~ L----~ AV:':ATUR }W :': A TOR ~ I I E'OLE H3:IGHT~ 20' POLE: HEIGHT: 2D' BP.SE HI.= 3' ;:;LEVATION ::;~EVAT10N Pole Schedule (5) PS4S20C1 BZ (20' X 4" STEEL SQUARE POLE) (2) PS4S20C2BZ (20' X 4" STEEL SQUARE POLE 2@180) Proposed poles meet, §(j MPI-l sUstaineB WiFlBs. Lurninaire Schedule SYrnbol-/Qty . Label-Arrangement Lumens/Lamp LLF Total Watts Description __ _ ."_11 2 AVH3 BACK-BACK 22000 0.750 1152 AVH30625-M 250W PSMH ~ 5 AVH4 SINGLE 22000 0.750 1440 AVH40625-M 250W PSMH L-~{~' __ ~16~-l~M~G~W~C~I_N_G_L~E~;=;;~~9=0~0=0=======0=.6=50~=2=03=2=====.-=~M=G=W==C=04=1=0=-M==10=0=W==PS=M=H========~ Calculation Summary ----1 Label Avg Max Min i Avg/Min MaxiMin CalcPts 2.17 9.7 0.0 N.A. ! NA ! PARKING LOT 1.94 6.9 0.3 6.47 '23.00 ~ , 160 I ---_._._. __ .------~----------' RUUD® ::D:m:e::8:/3:1:/2:0:10:::::)::s:ca:l:e::1:"=:4:0:':::)::La:y:o:ut:b:Y:::LI:N:D:A:S:C:H:A:L:L:E:R::::::::::-~) Project Name: ICNE ) Customer No: 11116 ) LIGHTING l£ilename: V:\Common\AppEng\Working\Ljs\100831GE1LJS.AGI _ .. _._ . ___ ._ ) LI _F_o_o_tc_<i._n_d_le_s_c_a_lc_u_la_te_d_a_t--,g ___ r_ad_e_u_si_n,,"-g_m_~_a_n_l_u_m_e_n_v_a_lu_e_s _________ '~_' .==_-_-_~~) j j 9201 Washington Ave Racine, WI 53406 ---------------------------------SFD ?!1 i:ulill ); !, ~"~.' Bt'\t!~· 'U"· PH: (800) 236-7000 FX: (800) 236-7500 Illumination results shown on this lighting design are based on project parameters provided to Ruud Lighting used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying compliance with any applicable electrical, lighting, or energy code. ') f .;f'il g 1'. \:~. Ltr'tf'i .) Layout Notes 1. All lines or points ore perpendicular or parallel to lines from which they are measured unless otherwise noted; written dimensions shall prevaiL 2. The Contractor shall verify all layout, dimensions, grades, and inverts prior to construction; report any and all discrepancies to the Landscape Architect. All discrepancies sholl be resolved in writing prior to beginning work. 3. All areas disturbed from construction activity to be faked, smoothed, fertilized and seeded unless otherwise noted. 4. All new walks and surfQces to meet existing wolks and surfaces with smooth, continuous line and grade. 5. The Contractor shall not install concrete during adverse weather conditions (rain, sleet. etc.) unless otherwise directed by the Landscape Architect. Planting Notes 1. All nursery stock sholl meet the horticultural standards of the American Associotion af Nurserymen as to grading and quality. 2. All plants shall conform to the measurements specified, except that plants larger thol'1 those specified may be used if approved by the Landscope Architect. 3. All plants shall be nursery grown in accordance with good horticulturol practices and shall be grown under climatic conditions similar to those in the project locality for ot least two years. 4. Balled and burlopped plants (8&:B) sholl be moved with the root system as solid units; root balls shall be firmly wrapped with burlap. Container grown plants shall not be removed from container prior to the time of installation; root system sholl be firmly set in container. 5. Planting soil mix shall consist of seven (7) ports loam and one (1) part peat moss by volume, with (] pH value of 5.0 to 6.0. 6. All trees to be guyed as shown in details. 7. All trees and shrubs to receive two (2) fertiliZer packets as shown in details. B. Planting beds to receive 4 inch depth of bark mulch. 9. All plant material sholl be guaranteed for one full growing season (one year) after installation. 10. Any plant material which dies, turns brown or unexpectedlY defoliates prior to acceptance of work shall be promptly removed from the site ond replaced with material of the same species, quality, size and meeting all pl(Jnting specifications. , 1. Planting layout shall be approved by the Londscape Architect prior to installation. NOTE: All plantings must be maintained and that portion of the public way abutting the parcel and including the tree belt shaJi be maintained in a safe and attractive condition by the owner of the parcel. Plant List KEY OJY LATIN COMMON SIZE NOT£S MJW/ 18 Azalea 'Delware Valley White' Delware Volley White Azale 18-24" AGR I Acer griseum Paperbark Maple 2-2.5" col. I>i' I Acer palmatum 'Sango kaku' Coral Bark Maple #15 pot />S I Acer saccharum Sugar Maple 2-2.5" col. BP 3 Betula popyrifera Clump Canoe Birch 12'-14' Multistem CAe 18 Clethra Qlnifolio 'Compoct Form , Summersweet 3 gal. CC 2 Cercis canadensis Eastern Redbud 2"-2.5" col. CVWK 6 Crotaegus viridis 'Winter King' Winter King Hawthorn 2"-2.5" cal. FPMS 8 Froxinus pennsylvonica 'Marshall's' Seedless Green Ash 2-2.5" cal. CCK 600 Geranium cantobrigiense 'Karmina' Cranesbill 1 gal. GT 4 Gleditsia trio. inermis 'Shodemaster' Shodemoster Honeylocust 2-2.5" col. HMC 8 Heptocodium miconioides Seven Son Flower 4'-5' HMO 25 Hemerocallis c¥'. Daylilly 2 Year Yellow HSB ~§ H9§\g !i~ggI9ign9 ll@qan! , Blu@ ~8§IB 2 Yf. HSS 180 Helictotrichon sempervirens 'Saphirsprudel' Blue Dot Gross 2 gal. Ie 16 lIex crenata 'Compacta' Japanese Holly IS" 24" IMBPR 9 Hex x meserveae 'Blue Princess' Blue Prlncess Holly 30"-36" JPN 123 Juniperus pracumbens 'Nona' Dwarf Jap. Garden Juniper 15"-18" P 1 Perennials By Owner PB 1 Pinus porvifloro 'Gimborn's IdeoI' Japanese White Pine 5'-6' HI. PO I Platanus occidentolis Sycamore 2-2.5" Cal. PP 2 Piceo pungens 'Hoopsii' ColoradO Blue Spruce 6'-S' HI. PSI' 3 Pinus sylvestris Scots Pine 6'-8' HI. R 100 Rudbeckio nitida 'Herbstsonne' 8Iack-Ey'ed Susan 2 gal. RU 24 Rosa Scarlet Meidiland Me',diland Rose 3 gal. SJR 6 Sophora joponico 'Regent' Regent Scholor Tree 2"-2.5" Cal. SJW 3 Hypericum 'Hidcote' St. John's Wort 2 gal. SP 6 Stewartio pseudocomillo Japanese Stewartia 6'-7' TOE 16 Thuja occidentalis 'Emerald' Smaragd Arborvitae 5' -6' Ht. VCB 6 Vaccinium carymbosum Highbush Blueberry 24-30" I , I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / L ____ ~_ RELOCATED GOLD RELOCATED WEEPING R12' • : I I I I I I I I I I I , , , , ! , , , , , , , , , 28'-5" I I I I GOLD STREET Snow Area --~~-:::::.;:---L -------------z:.--- S~one l"Iall ) Loam" Seed R28'-8" 24' SnoUJ • 0 15 30 60 qO 0 ~~_~The ~ Berkshire Design Group, Inc. LAndscape Architecture Civil Engineering Planm:ng Land Surveying 4 Allen Place, Northompton, Massachusetts 01060 (413) 582-7000 • FAX (413) 582-7005 Email: bdg@berkshiredesign.com Web: http://www.berkshiredesign.com This drawing is not intended nor shall it be used for co~stru~ti6~n purposes unless the Signed profeSSional seal of a registered landscape architect, civll engineer or land surveyor employ~ by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only, If dimensions ore incomplete, contact The Berkshire Design Group Inc. for clarification. © Copyright The Berkshire Design Group, Inc. This drClwing and all of its contents are the express ~roperty of The Berkshire Design Group, Inc., and sholl not be COp!ed or ~sed in any way without the written consent of The Berkshire Design Group, Inc. Insurance Center of New England Agawam, Massachusetts Applicant: Insurance Center of New England 1070 Suffield Street Agawam, MA 01001 Layout & Planting Plan Revisions 9/5/10 Flagpole: location,paving revisions. Date: Sheet Number April 30, 2010 Scale: 1"=30' L4 Drawn By; JDS Checked By; PHW ® LIGHTING • • • 0.6 1.2 5.6 • • 0.7 1.5 J, AVH4 MH=23 ~.7 \.2 ~.1 ~.8 .1 • ',0 • 2,0 1..1 • 2,2 • 2.5 • 2. , • 1.9 • 3,2 • l.B 5. -\1 . 5 • 3,1 .-~~r...~~ . 3.7 ~.3 4.0 3.0 3.8 P RKING LOT I luminance (Fc) A erage -1.94 M ximum = 6.9 M nimum = 0.3 A g/Min Ratio -6.47 M x/Min Ratio -23.0 • 0,6 • 0,9 i,4 • C • B · C • 5 • • 0.4 0.4 • 0,7 • 1.4 • 1.7 • 2.0 • • 3.6 2.6 0.7 ·1.8 ." • 4. r. • 2 .1 • 4.1 • "9 • 1.6 • 2. • 2.' '":J .6 '0 8 • O. , • • "/ O. "/ • 0.7 • 0.9 O. "/ • 2.0 • 2.1 • 3.6 • 3.4 • 3. • 4. , • 4.5 .9 • • --:--.;--,,--.<: • 5.1 2.9 4.2 .3 5.1 ·U . 'j • 1.9 • • 1.8 3.6 ·5. '7 • 1.3 • O. B \.0 ~.6 ~.7 ~.2 \.7 · :.. .1 • 0.5 • 0.5 • 1.B • 0.9 • '.7 • 0.4 • 0.4 • 0.5 • 0.7 • O. B • 0.9 • 1.0 • 1.9 ·0. B • 2,3 • 1.1 81 .2 • 0.8 • 0.7 ·0.9 ·0.7 • 1.0 • • 2.6 1.1 • 0.1 • o . B • i., • · . . o~. ,=,,1 ",. 59 1. 7 • 2.6 1.6 • 1.7 • 1.0 • 1.7 • • 0.9 O. , • • 1.0 1.2 • 0.6 • 1.' • • 0.9 2.1 .2 • 2.2 • 1.5 • 3. • • 2.2 5 . "/ • 2.0 • 2.4 • 8,7 '2 0 • .9 MGWC .2MH=12 • • 3. <I 4. E • 6. • 2. , • 3.3 • fi. " 3 MGWC MH = 12 MGWC MH= 12 0,1 • 0.4 • 0.1 • 0.1 • 0.1 • o. , 1 • 2,1 • o . 5 • 3.0 1. • 0.5 • O.B • 0.7 • 0.6 '5,5 • • 2. "/ 1.5 • 1.5 • 2,' • 3.1 • 0.7 • 2.0 .5 MGWC • 4.1 i.4~~~·~3.~D __ i~.~'~i~.~4~2.2 :' /' • 1.9 • 4.8 • ,,7 ·2.0 • .5 0 . 3 • 0.5 • 0.3 • 0.9 • 1.1 • 1.0 • 0.7 ·0.6 • • 1.0 • 1.4 • '.3 • 1.9 • 1.3 • 0,7 • 1.1 • ,. ° ·2.9 ·0.5 ·0. B • 2.2 • '.7 • 3,' • 4.9 • '.1 • 0.6 • 1.0 • 2. , AV = '1 , • 2.1 • 1. • 1.5 • 2.1 ·6.1 ·,.3 ·5 • 0.5 • 0.9 o 6 • 0,6 • 1.6 • 2.9 • • 3.7 ,9 'l.G ·0.9 ·2.1 • 1.3 ·5.2 ·c . "/ ·0.4 • 0,4 • O. , \.6 ~.o ~.6 ~.4 • 0.3 ·0.5 • 0.6 ·0.4 • 0,3 • 0,3 ·0. 3 ~'h-<--"o-:;. 83"" ·0.2 ·0.0 ·0.2 • • 0.3 O. -0.4 ·0. ·o.s ·0.6 ·0 7 • • • 1.4 1.3 1.1 • • 2.4 4.4 .2 • • 3.0 5.0 • • 4.5 AVH4 MH=23 3.2 5.6 • • ? . 9 !'i. q -1.4 '"1. ·0.6 '0 8 • 0.3 .3 • 0.2 ·0.1 ·0. • • 0.0 .0 • 0.0 I • 0.3 • 0.2 • 0.9 • 0.6 • • 3.5 1.6 MGWC ~Ij = 1'? B • • r-........ ' ""' =:;' . 2 • 0.1 • 0.1 • '.0 • 0.5 • 2.1 MGW • • • 0, • 0.0 • o . 0 • n.!) • 0.0 • 0.0 • 0,0 • =3j2 3.7 o . 8 0.1 'MGWO;. MH= 12 • 4.5 ''MGwCl,4 MH = 12 · . 8.4 8.7 • •• 7.4 .4 5.8 7.7 • '.0 • · 5.2 6. :, • .2 M4 MH =23 · . . o . 9 .----"O~. 2,---,0:.:, 1 AVH4 MH=23 ~ o. Co • O. C • " • 0,0 • 0,0 WAll 12' AFG ---> AVIATOR AVIATOR POLE HEIGHT= 20' POLE HEIGHT= 20' BASE HT.--3' BASE HI.'" 3' ELEVATION ~LEVATION Pole Schedule (5) PS4S20C1 BZ (20' X 4" STEEL SQUARE POLE) (2) PS4S20C2BZ (20' X 4" STEEL SQUARE POLE 2@180) Proposed poles meet 130 MPH sustained winds. 9000 0.650 Calculation Summa Label Avg Max I Min AvglMin Max/Min CalcPts 2.17 9.7 0.0 N .A. N.A. 160 PARKING LOT 1.94 6.9 0.3 6.47 23.00 L-____ ~ ______________________ ~~ ____ ~~ ____ ~~ ____ ~ ________ L_ RU D® LIGHTING 9201 Washington Ave Racine, WI 53406 PH: (800) 236-7000 FX: (800) 236-7500 www.ruudlighting.com Oate:8131/2010 ) Scale: 1"=40' ) Layout by: LINDA SCHALLER ) Project Name: ICNE ) Customer No: 11116 ) Filename: V:\Common\AppEng\Working\Ljs\1 00831 GE1 LJS.AGI ) Footcandles calculated at grade using mean lumen values ) illumination results shown on this lighting design are based on project parameters provided to Ruud Lighting used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project cond~ions differing from these design parameters may affect field results. The customer is responsible for verifying compliance with any applicable electrical, lighting, or energy code. ()j ---- (f) II I o ~ z o ~ =r m I m < ~ o z » • CJJ ()J "' , ~ C'l IS (j) -1 Z I;) (0 C Z -u o (i ::r -I o 7D en ,;: p z ~ iJi -----""".,---,. --i _._-" ... ------ -"--,,.".,"" ---".,. : .. ~:=...;: -.------- 1(';·==.:-=: ' .•. ~ .... -·=1 ---- ...... .. =:-~ ------ -------.'-' -. =: ........ . ' .~ ----,,". __ .----- ~ ......... . ---- =~~ 4. ~ :.:1 oj 1 l ........ --. . ...: cz=-l .. :. 11 I==~'.';;q 11--·-···· . '.==1 ~::-'-'.~ ._'.".--'. 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". :::::":::::=1 ---·1 __ 1 'it--"-,== ...... j ::1 '~_:~~::~_C-l ·1 ---_=:::::::·':"1 ---... ------~. ., .. ------------... ----- ..... , ................ J .... . -~-----------,."----"""'---~~-- :.::~:::::.::.==::::.:::::= l ~k ~1Ji >H '2: --\0 ° :i'lJ> i"(1/::: 7-~m pr Z;7D co (;J ---- 01 II 1 o CliECK DRfT5N i'iPG PROJ MNGP, ~ROJ. I RL)5 f\RCH . ,!20IE ~R9JECT No. UJ o C -\ =r m I m < ~ o z Q. \1 \)\ -.,..-) ~ v -\ ~ F :::;, N 7'l::t, ("\ \'. \(\ ;; ~ ~ }: ] J <;., ~ -1 Ii' » U) (i) ( <;:: (0 ,Y--\ N m m<" ~ .~ 1 :; ~ "" p , ~ '1";:> " ~ ~ .::(\ '-I" ~ 1- ;::: (i'I ~ & :> :i'l j"'i, o i> \/ :;on" dO-m rz ;;u0(J) --,:i'l:.1: 'f :!. S>-o t I{' ~ ---':i ~" ~ ~ s-- ~ ~ ~ '" , .. <. \~ »7" zCO IL.---l. .~~",; l DATE - - - 04.30.10 - 10-04-02 - OZ -m <--"" (';1. <..... I'J(J) III -\ XO ell Z -I m Z" 0z O(j) O::r , c s: Z REVISIONS -. =..---, n () 0 J> ~~G 0",,, :::.--::.,-< J>n '0 7"~ \110 Q:i'l :z: n1 ~ m Z -I ~ C7 n en DATE VVINDOW5/ PAP,APET 07.12.10 - WlfmOWS -EAST 1 07.1 G .. IO --- - . - - ';,:. ., , r = ~ " " ~ '" (;J --- 01 II I o m J> UJ -\ m I rn < ~ o z ,-,b ......... =z::: ;;;IJ! ?< Zp fT, , me I'Js '"''711'·''''''''' -<:..-, '7 -n ~ 1> __ co<. /z nO L"'-"'-\J) <: » < (;') J> N m u~, ~ m <: 1/ I I -'.----- : :L-=-=--=:==--:c .• ";',t;::= ----... -~. ------------~--"----,. --, ... -'" ""-_. ,-,--,.,"" ........ -_ .. ,. ,~-'--:=--... - -:==::=:::==.j -------, .... ,,_.-.. _ .. -I .. 'f.}I====:==:=:::~ == _.--~~ II JO .. ;:IIII' I~--"'-~Z.I ~ .... 'n'-'" II ,--;" ~u :;~~~I! ~''''ox~jil 'f' ciL"::' .. Vij\Jlcl , I "c'''J> ' ... <.. .-C111 1 ! -::Z"·"·"'--"'() r-.. _'. I·· __ '---L _, V--C::'=Q .. ~ II '~~'~II .=-1 I! "r··-_ ==::111 :;':::"';;;~--'--' i-n o <' fT, -x m --4(j) J> 'z -41;) 0" 1"iiJ; <::m >, z:;<l Ul ROY S. BROWN ARCH ITECT5 85 Ct-ILSON ROAD WILBRAHAM, MA 0 I 095 PH 413..59G,23GO FAX 413.59G .. 23GO /;S:\ L __ -----" COI"YING WlfHOUT WRITTEN PERMISSlm< SIJB~ECT -;-0 LAWFUI_ PRU",ECUTION SITE PLAN REVIE APPLICATION Agawam, assachusetts Prepared For: Insurance Center of New England 1070 Suffield Street Agawam, MA 01001 Prepared By: ---The ~il Berkshire :: Design Group, Inc. Landscape Architecture Civil Engineering Planning Land Surveying 4 Allen Place Northampton, Massachusetts 01060 Phone (413) 582-7000 Fax (413) 582-7005 Locus Map Date: March 18, 2010 rev. 4.15.10 Sheet Index LI Existing Conditions L2 Demolition, Erosion & Sedimentation Plan L3 Overall Plan L4 Layout & Planting Pian L5 Grading & Utility Plan L6 Site Details Al Building Elevations REFERENCE PLANS: 1. "PLAN OF LAND SUFFIELD STREET PARTNERSHIP" BY SMITH ASSOCIATES AGAWAM, MASS. OWNED BY SUFFIELD STREET DATED MARCH 1986 AND RECORDED IN PLANBOOK 234 PAGE 69 ==~_~~~~I~--~~~~~~-~~~~~t~tl~~;~-L~.-HY--J~~~'I~e~·---·-------------------~~)j~~7:~~~ 2. "SITE PLAN 'THE OAKS' SUFFIELD STREET AGAWAM INC. DATED 4-3-1987. v.:>'1t=~. NOTES: 1. A FIELD SURVEY WAS PERFORMED BY THE BERKSHIRE DESIGN GROUP, INC. IN NOVEMBER 2009. 2. PERIMETER DATA SHOWN IS AS TAKEN FROM THE REFERENCED PLAN. 3. WETLANDS LOCATION BY VALLEY ENVIRONMENTAL SERVICES AND FIELD LOCATED AT TIME OF SURVEY. 4. FOR LOCUS TITLE, SEE DEED TO 'THOMAS L. SOPHINOS RECORDED IN THE HAMPDEN COUNTY REGISTRY OF DEEDS IN BOOK 14482 PAGE 424. 5. THE PREMISES SHOWN ARE SUBJECT TO AND/OR TOGETHER WITH THE BENEFITS OF ANY AND ALL EASEMENTS, RIGHTS, CONDITIONS, COVENANTS, AGREEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD, IF ANY ARE IN FORCE AND APPLICABLE. 6. LOCATION OF UTILITIES SHOWN HEREON ARE THE RESULT OF SURFACE EVIDENCE AS LOCATED BY FIELD SURVEY, AND OTHER AVAILABLE SOURCES. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME WITHIN THE PREMISES SURVEYED. LOCATIONS SHOULD BE VERIFIED BY THE RESPECTIVE UTILITY COMPANY BEFORE BEING RELIED UPON. CONTACT DIG-SAFE AT 1-888-344-7233 BEFORE EXCAVATlON. Existing Conditions Notes 1. Existing conditions and topography taken from field survey by Berkshire Design Group, Inc., Northampton, MA. 2. Project benchmark is top of hydrant spindel. Elevation=500.00. 3. Property lines are shown per monuments found. 4. The locations of existing underground ut1lltles are shown in an approximate way only based on available data and all utilities may not be shown. Prior to construction, contractor shall call the 'Dig Sofe Center' at 1-800-322-4844 and have all utilities marked on the ground. The contractor shall be responsible for determining the exact location of all existing utilities before commencing work. The contractor agrees to be fully responsible for any and all damages which might be occasioned by his/her failure to exactly locate and preserve any and all utilities. I I I I I I I , , I I I I , , I I , I I , I , , I I , I I I I I , I I I I , , I , , I , I I , I I , , I , , I , , I , I I , I I , I / I , I I , / I , I I I I , I ~I :1' I d Q:I WI &/ Q:, Q, ~I Q:I QI ~I I , I I , / I , I , 3Q-I '~i~~~-r---\-------------··---------------------------------------------------.------_ .. ""-__ -,,_J---= ~~:X---\ii~ " .... ~~:±-, I I I -------------..... _- IRR.V.tL.\'E o. rL:=:--~~~=.o4~~~~~~---- GOLD STREET • I I 0 I 0 15 ~O 60 qO ~~~The ~ Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Land Surveying 4 Allen Place, Northampton, MassachJsetts 01060 (413) 582-7000 • FAX (413) 582-7005 Email: bdg@berl<shiredesign.com Web: http://www.berl<shiredesign.com This drawing is nat intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect. civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. 00 not scale drawing for quantity toke-offs or construction. Use written dimensions only. If dimensions ore incomplete, contact The Berkshire Design Group Inc. for clarification. © Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express praperty of The Berkshire Design Group, Inc., and shall not be copie<! or used in any way without the written consent of The Berkshire Design Group. Inc. Insurance Center of New England Agawam, Massachusetts Applicant: Insurance Center of New England 1070 Suffield Street Agawam, MA 01001 Existing Conditions Revisions Date: Sheet Number February 17, 2010 Scale: 1"=30' Ll Drawn By: JDS Checked By: PHW Demolition Notes 1. Existing conditions and topography taken from field survey by Berkshire Design Group. Inc., Northampton, MA. 2. The Contractor shall be responsible for a thorough site examination to determine the extent of demolition necessary to prepare the site for construction and shall verify all items to be demolished or ;:;olvoged with the Landscape Architect prior to beginning work. 3, Care shall be taken not to damage any items designated to remain; repair or replacement of damoged items designated to remain shall be at the Contractors' expense. 4. Disposal of property designated to be removed shall be at the direction of the Landscape Architect or Owner, and shall conform to all applicable lows and regulations. All saJvagable material sholl be delivered by the Contractor to storage areas designated by the Landscape Architect. Contractor shall remove all existing unsuitable materials from the site. 5. The Contractor sholl protect existing trees to remain with 2x4xS' stokes and snow fencing. S. All topsoil shall be strIpped from gross areas to be removed and stockpiled In on area designated by the Owner. The Contractor is responsible for all topsoil as needed to meet the specifications. 7, The Contractor may use temporary fencing to control the site during construction. Prior to the finalization of the project, the Contractor sholl remove all temporary fencIng and barricades. Erosion Control Notes 1. Erosion control meosures sholl be incorporated in the sequence of construction to prevent sediment-laden runoff from leaving the site, and shall, where applicable, consist of at least the following procedures: a. A siltation fence along downslope site boundaries prior to commencing any other work. Fence material sholl be as per Conservation Commission approval. b. Temporary barrier of haybales around catch basins and drain inlets to prevent sediment-laden runoff from entering drainage system. c. New or regraded slopes of 3:1 or greater shall receive spread straw and/or seed and fertilizer as per plans. New or regraded slopes of 2:1 or greater shall be blanketed with Curlex erosion control metting, or approved equal; provide temporary slope erosion control where required. d. Fill and grading shoJi be treated with slope stabilization seeding or ground cover and hay mulch upon completion. 2. Ali haybale and silt fence erosion and sedimentation checks shall be placed prior to beginning work as per the plan and as per the appropriate detail specification. 3. Wherever haybole or silt fence filters ore used, they sholl be maintained in good working condition until ground cover is reestablished. Silt fence shall be periodically cleaned as necessary to assure proper and effective functioning. Hayboles shall also be replaced as necessary, to provide adequate fUnction. 4. Natural vegetation shall be retained wherever feosible up to the scheduled start of construction activity in the area, Where possible, clearing shall immediately precede construction activity. 5. No siltation shall be allowed into the wetlands on site, and no erosion of any bank edge sholl be allowed under any circumstances. 6. Soil stockpiles shall be shaped and seeded with temporary cover as per seeding specifications ar mulched if grading is to be delayed over winter. The downhill toe-of-slope of all stockpiled soils sholl be protected by stoked hayboles or silt fence. 7. If any questions arise regarding erosion and sedimentation control measures, the Project Landscape Architect shall be consulted immediately. WATER FLOW WORK AREA FlLTREXX SILTSOXX PlAN VIEW 2',2' WOMEN STAKE FILTREXX SILT SOCK 12-18" TYP. WORK AREA - FlLTREXX SILTSOXX SECTION STAKE EVERY 10' ± AREA TO BE PROTECTED FlLTREXX COMPOST SILTSOXX NOTES: 1. ALL MATERiAl TO MEET FILTREXX SPECIFICATIONS 2. SILTSOXX COMPOST/SOIl/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS 3. SILTSOXX DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE lARGER SOCKS PER THE LANDSCAPE ARCHITECT. 4. COMPOST MATERVIL TO BE DISPERSED ON SITE, />S DETERMINED BY THE lANDSCAPE ARCHITECT. 5. LOCAL INSTAlLER: NORTHEAST EN~RONMENTAl SOLUTIONS, AMHERST, MA 866-870-4NES. 6. SILT FENCE AND/OR HAYBALES MAY 8E SUBSTITUTED IN PLACE OF SILTSOXX IF APPROVED BY AGAWAM CONSERVATION COMMSSION. I cat~h to I I I I I I I I I I I I I ex. I I I Bft. cone.. to remaIn I I , to remain I I , Retain I I , Remove ,and I I I I I I I I Protect to remain Remove ex. Remove I Remove tree GonG. ~emove ----------.. ~- ~~~The ~ Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning umd Surveying 4 Allen Place, Northampton, Massachusetts 01060 (413) 582-7000· FAX (413) 582-7005 Email: bdg@berkshiredesign.com Web: http://www.berkshiredesign.com This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or lan~ surveyor employed by The Berkshire Design Group, Inc, IS affixed above. Do not scole drawing for quantity take-ofts or constructiOn. Use written dimensions only. If dimensions are inco~ple~ej contact The Berkshire Design Group Inc. for clanficatlon. © Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the elCpress ~operty of d The Berkshire Design Group, Inc., ond sholl not be co~ed or !"l' in any way without the written consent of The Berkshire Design Group, Inc. , I I GonG. Insurance Center of , , I I I I I I I , , I , I I , , I , , I , , I , , I , , I , , I , , I , , I , I ~I :J: d co lU' ~I etc, Q, ~I cri Q' ~I , , I , , I , , I Remove blOGk Remove tree Remove GonG. Remove GhaIn link rL--==-: ~~ ~e:move bric.k walls '* Typ. sawcut ba&ln See briGk. . walle 4 I Typ. I I Ex. to remain GatGh ba~ln to ------------------a GOLD STREET • i 0 15 50 ,,0 qO 0 / New England Agawam, Massachusetts Applicant: Insurance Center o/New England 1070 Suffield Street Agawam, MA 01001 Demolition, Erosion & Sedimentation Plan Revisions Dote: Sheet Number February 17, 2010 Scale: L2 1"=30' Drawn By: JDS Checked By: PHW IER PAR XI TI R .AIN IL NTRAN .~-----~ PA 62 XI IN --~-~--.... ,XISTIN E ------ @ I I I I I I I I I I I I , , I , ! , a I I GOLD 5TREET I • o 0 1S 60 60 ~O ~~~The ~ Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning lAnd Surveying 4 Allen Place, Northampton, Mossachusetts 01060 (413) 582-7000 • FAX (413) 582-7005 Email: bdg@berkshiredesign.com Web: http://www.berkshiredesign.com This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-ofts or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. © Copyright The Berkshire Design Group, Inc. This drawing and 011 of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berl<shire Design Group, Inc. Insurance Center of New England Agawam, Massachusetts Applicant: Insurance Center of New England 1070 Suffield Street Agawam, MA 01001 Overall Site Plan Revisions Dote: Sheet Number February 19, 2010 Scale: 1"=30' L3 Drown By: JDS Checked By: PHW Layout Notes 1. All lines or points are perpendicular or porallel to lines from which they ore measured unless otherwise noted; written dimensions shall prevail. 2. The Contractor shall verify all layout, dimensions, grades, and inverts prior to construction; report any and all discrepancies to the Landscape Architect. All discrepancies shall be resolved in writing prior to beginning work. 3. All areas disturbed from construction activity to be raked, smoothed, fertilized and seeded unless otherwise noted. 4. All new walks and surfaces to meet existing walks and surfaces with smooth. continuous line and grade. 5. The Contractor sholl not install concrete during adverse weather conditions (rain, sleet, etc,) unless otherwise directed by the Landscape Architect. Planting Notes 1. All nursery stack shall meet the horticultural standards of the American Association of Nurserymen as to grading and quality. 2. All plants shall conform to the measurements specified. except that plants larger than those specified may be used if approved by the Landscape Architect. 3, All plants shall be nursery grown in accordance with good horticultural practices and shall be grown under climatic condItions similar to those in the project locality for at least two years. 4, Balled and burlapped plants (B&:B) sholl be moved with the root system as solid units; root balls shall be firmly wrapped with burlap, Container grown plants shall not be removed from container prior to the time of installation; root system shall be firmly set in container. 5. Planting soil mix shall consist of seven (7) ports loam and one (1) part peat moss by volume, with a pH \lalue of 5.0 to 6.0. 6. All trees to be guyed as shown in details. 7. All trees and shrubs to receive two (2) fertilizer packets as shown in details, 8. Planting beds to receive 4 inch depth of bark mulch. 9, All plant material shall be guaranteed for one full growing season (one year) after installation. 10. Any plant material which dies, turns brown or unexpectedly defoliates prior to acceptance of work sholl be promptly removed from the site and replaced with mater1al of the some species, quality, size and meeting all planting specifications. 11, Planting layout shall be approved by the Landscape Architect prior to installation. NOTE: 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. Plant List KEY QlY LATIN COMMON SIZE NOTES AB 1 Acer buergerionum Trident Maple 2"-2.5" cal. ADVW 18 Azalea 'Delware Valley White' Delware Volley White Azale 18-24- AGR 1 Acer griseum Paperbark Maple 2-2.5" col. AP 1 Acer palmatum 'Sango kaku' Coral Bark Maple #15 pot AS 1 Acer saccharum Sugar Maplo 2-2.5-cal. 8P 3 Betula papyrifera Clump Conoe Birch 12'-14' Multistem CAC 18 Clethro alnifalia 'Compact Form . Summersweet 3 gal. CC 2 Cereis canadensis Eastern Redbud 2"-2.5" col. ONIK 6 Crataegus viridis 'Winter King' Winter King Hawthorn 2"-2.5" col. FPM§ § Frg~inu§ penn§yl¥snies 'Msf§heli'§' 3@OOIG§§ Gr@eR Alih 2-2~" ""I -,0 co. GCK 600 Geranium cantabrigiense 'Karmina' Cranes bill 1 gal. GT 4 Gleditsia tria. inermis 'Shademoster' Shademaster Honeylocust 2-2.5" cal. HMC 8 Heptacodium miconioides Seven Son Flower 4'-5' HMO 20 Hemerocallis cv, Daylilly 2 Year Yellow HSB 58 Hosto sieboldiono 'Elegans' Blue Hosta 2 yr. HSS 180 Helictotrichon sempervirens 'Sophirsprudel' Blue Oat Grass 2 gal. Ie 16 lIex crenato 'Compacto' Japanese Holly 18"-24" IMBPR 9 lIex )( meserveae 'Blue Princess' Blue Princess Holly 30"-36" JPN 123 Juniperus procumbens 'Nona' Dwarf Jap. Gorden Juniper 15"-18" P 1 Perennials By Owner PB 1 Pinus parviflora 'Gimborn's Ideol' Japanese White Pine 5'-6' HI. PO 1 Platanus occidentalis Sycomore 2-2.5" Cal. PP 3 Picea pungens 'Hoopsij' Colorado Blue Spruce 6'-8' HI. PSV 3 Pinus sylvestris Scots Pine 6'-8' Ht. R 100 Rudbeckia nitida 'Herbstsonne' Black-Eyed Susan 2 gal. RU 24 Rosa Scarlet MeidilClnd Meidiland Rose 3 gal. SJR 6 Sophora joponico 'Regent' Regent Scholar Tree 2"-2.5" Cal. SJW 3 Hypericum 'Hidcote' St. Jahn's Wart 2 gal. SP 6 Stewartia pseudocomilla Joponese Stewartio 6'-7' TOE 16 Thuja occidentalis 'Emerald' Smaragd ArborvitCle 5'-6' HI. veB 6 Vaccinium corymbosum Highbush Blueberry 24-30" ~I ::JI ~ 0::' Qi ~I , , I , , I , , I I I , I I I I I , , I , , I I I I I I I I , I I I I • I I I , I I I I , , I I , I I I I I I I , I I , I I I I I , I I I I I I I I I I J I Ik 1 CC 1 24' I I I , , , , , , , , , , , 28'-5" CAC I : I I I : ) / L--=~-~-~~~~~ ____ J_'I-"_"'I-=____ / Loam.Seed I I a I I I snow ---1+ ) Loam t seed c... R28'-8" 24' I • ----.,i* • -;:=::::.=:~.-.L_____ c... i . ---------------~--¥~~~~~.=~j'\.::~ • GOLD STREET .. / 0 / Curl:> New I I I ~adli JI'Iall • 0 15 30 />0 qO ~i-The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Land Surveying 4 Allen Place, Northampton, Massachusetls 01060 (413) 582-7000' FAX (413) 582-7005 Email: bdg@berkshiredesign.com Web: http://www.berkshiredesign.com This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architec~ civil engineer or land surveyor employed by The Berkshire Design Group. Inc. is affixed obolJe. Do not scale drawing for quantity take-ofts or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. ® Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shoD not be copied or used in any woy without the written consent of The Berkshire Desi(}'l Group, Inc. Insurance Center of New England Agawam, Massachusetts Applicant: Insurance Center of New England 1070 Suffield Street Agawam, MA 01001 Layout & PLanting PLan Revisions Date: Sheet Number February 17, 2010 Scale: 1"=30' L4 Drown By: JDS Chocked By: PHW Grading Notes 1. Project benchmark is top of spindel, elevation=500.00, as per topographic survey by Berkshire Design Group, Inc., dated 1/2010. 2. Typical sidewalk/wclkway cross-slope is 1.5%. 3. All materials and construction methods shall conform to the construction standards and specifications of the Town of Agawam and the Massochusetts Deportment of Public Works. 4. All dimensions, elevations and layout sholl be verified In the field by the contractor and approved by the Landscape Architect prior to beginning work. ~. ....11 new or oOJus[ea monnCles, gas go,[es, water gates ana water services to be flush with finished grade. 6, All new or adjusted catch basin rims sholl be set 1/2 inch below finished grade. 7. Notify the Landscape Architect of any discrepancies prior to construction. I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I 1 I I I I I I I I I I I I 1 I , , I I , I , , I I , / , I I , , I , , ~I ::11 , d 0::' w, §/ 0::, Q, 5/ 0::' Q' ~I , , I 1 , I , , / , , / L ___ _ , , , , , , , , , , , , I i / / , , , , , , , , , ------ G - --------. ------------:::.----J.,r~~;tc~:-~-j\;:sa:: GOLD STREET 0 ----- Sewer Proc.eed • 0 15 60 11>0 qO The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Land Surveying 4 Allen Place, Northampton, Uassachusetls 01060 (413) 582-7000· FAX (413) 582-7005 Email: bdg@berkshiredesign.com Web: http://www.berkshiredesign.com This drawing is not intended nor sholl it be used for construction purposes unless the signed professional seal of (I registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for ciorificotion. © Copyright The Berkshire Design Group, Inc. This drawing and all of it~ IXIntenls ore the ell:press property of The Berkshire Design Group, Inc., and sholl not be copied or used in any way .tthout the written consent of Th. Berkshire Design Group, Inc. Insurance Center of New England Agawam, Massachusetts Applicant: Insurance Center of New England 1070 Suffield Street Agawam, MA 01001 Grading & Utility Plan Revisions Dote: Sheet Number February 17, 2010 Scale: 1"=30' L5 Drawn By: JDS Checked By: PHW ><HD 1-1 • PF.OCEDUF<E DESCF<IBED HEF<EIN IS APPI.ICABLE ONI. Y IF CUF<B IS TO BE SET AFTEF< BASE ANDI OF< BINDEF< COUF<SES ARE IN PLACE OTHERY\ISE CONCRETE Y'tILL BE ELIMINATED AND GRAVEL BROUGHT UP TO BOTTOM OF BASE CClUR'::'1= 1 Precast Concrete Curb 6 NTS SEE PlAN FOF< MATE"'1A1. I I TYPIC.AL ADAAG SPEC.lfICATION 5 Accessible Ramp 'A' 6 NTS .j'----------'0'-0' ---------,j' 9 Dumpster Enclosure 6 NTS ", GEO",R. TRIM 1'1000 POSTS l'x4'FIR.5T TON$LIf t GR.OOVE PLANKINtS- ,'x 6RAGING- P5t UNDeTUR.BED OR SIB' PREMOLDED POLYETHYLENE FILlEr:<. . . • JOINT SEAI.ANT , "'oT "'HE'" ""N" ' . • NOTE: CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH PE"'PENDICUI.A'" TO DI"'ECTION OF I"IAI.~ I"IITH 3' mOI"lEl.l.ED ED"ES Y'lALKI"iAY5: SCORING EVERY 5', EXPANSION JOINTS EVEf<.Y 2() UNLESs OTHER~ISE INDICATED ON PLAN; ~OVIDE eXPANSION 4' CONC"'ETE 4000P.5.1. I"{JTH 6'xo'x 1 0/1 0 YiIRE ME5H COMPACTeD GRAVEL BASE, QS% MIN. DENSITY JOINTS AT ;.LL VERTICAL rtALLS .. ISOLATION JOINTS AT ALL FOOTIN65 SCORING LINES TO BE AT LEAST 1/4 THIGKNE5S OF SIDEr-IALK 2 Concrete Paving 6 NTS 6 Accessible Ramp 'B' 6 NTS CU"'6. 6' "'EVEAL CU"'6 T"'ANSITION 5LOPED RAMP SURFACE SEE PI.AN FO", MATE""AI. CU"'61N<> TO BE FLUSH I"IITH ED"E OF "'OADI"IM. "'ADIUS VARIES. 5EE LAYOUT PLAN C.URS TRANSITION BITUMINOUS CONC",ETE BASE MHP STANDARD,C.LA5S I, TYPE 1-1 T ADHESIVE SEE SPECIFIC" TIONS PAVERS I I HAND-TIGHT, 6"'00>< JOINTSI"IITH STONEDUST ""'AVEI. BASE GOMPAGTED SUBGR.ADE 3 Precast Concrete Pavers 6 NTS NE)III FLAGPOLE AND .. --:l-___ ~~~!ElF~OO~T~IN~" 4,oOOP.5.1. rt;. TER UNE .. 7 Flagpole Base 6 NTS HOTE, DO HOT STN<E OR. V'lRAPTRUNI<. • ~AGH TREE !!IHALL ~I!! PLANTED !!IIJGH THAT THE TRUNK eA5£: FL""RE IS VISIBLE AT '!"~~ TqP 9F TH.5 ~99T ~k!:!:: B8 ~8T COVER THE TOP OF THE ROOT 6ALL)'IIITH SOIL MULCH 1'.11'16: 'M . PJAMETEJ'., 2' DEPTH: DO NOT PL .... CE MULCH IN CONTACT )'IIITH TREE TRUNK FIN.6F<ADE FERTILIZER RaOT PACI'::ET. :! PER TREE. b"-eo" Dl::EP. P1.Ac;.t:O AS ROOT 6,0.1.1. IS SAC.I<:FII..I..EP TAMP SOIL AROI)ND ROOT SAl.L FIRML.,... JI'IIITH FOOT ~lt.es!lu~e 50 THAT !'tOOT eALL DOES NOT =-HIFT .'. H~>"'" .L e' 10 Tree Planting NTS '. ,. " ..... PLATE SPI~E I'O NOT HEAVILY PRlJNE TREE "'T PLANTIH6: PRUN i'lL CoRa V R LIMB5, Co-POMJNANT LEADERS AND B~aKEN aft DEAD BRANCHE=-_ (SOfo1E INTEIIlIOR TY'lkS5 AND LATERAL eRANGHE5 MAY BE PRUNED: HO)'llEVER, DO NOT REMove THE TERMINAL BlJDS OF 6RANGHESo TH ... T E:XTEND TO THE ED~e OF THE c;.ROI"INJ MAAI< NORTH SIDE OF THI: TREE IN 1 HE NLI~SER.l', ~OT ATe! rn~ TO FAce NORTH AT SITE,II" POSSIBLE 4" HIGH EARTH SAUCER REMQVE All.. Tr-IINE, ROPE AND 6URJ,. ... P fR.OM ToP 1/20F~OOTaAI.L IN .. F'LAGES AHD fOLD :;::'O~N &. INTO THE: Pl.JI,NTINGf)OII.. UNDISTURBED 0F1. COMPAC. TED SLifI/SoRADE 1300 FINE REFLECTORiZED (ENG. GRAD!::) WHITE TEXT AND SYMBOL ON BLUE BACKGROUND (TYP.) WHEN R[QUIRED ALUMINUM SIGN (TYP.) D.P.W BREAKAWAY POST PERMANENTLY INSTALLED INTO FINISHED GROUND ~ HANDICAPPED PARK:NG SPECIAL PLATE REQUIRED UNAUIH~zm VEHICLES ~AY BE REldOVEIJ AT O\\fllER's EXPEl'lSE = N.T.S. NQTE; MAXIMUM MOUNTlNG DISTANCE FROM HEAD OF STAll IS 10' PLEASE SEE; MOL C,t,.O§21-22A, AAB 521 CMR 23.00, AGAWAM CODE §169-28 4 6 8 6 Handicapped Parking Sign NTS .' ". -, " " TOP CAP 1 J:J."MORTAA 6/4-MORTARJOINT, TYP. 114" MORTAR TYP. MATCH BUll-DIN" ><ATE""AI. VA""Es SEE PLAN d· : .. ;' ' .. . , ... -FIN;'!-FOUNTAIN DESIGN TO BE BY OTHE:R5 • . ,d. .. , ,:"" •• , ....... .c1 ~ ffii;;;;;;.~ • #4 41 REBAR 0 12' O.c., AND VE"'T. Raised Planter & Fountain NTS b"-1 2" OIA. NATIYE ""VE'" "OG~ FLUSH ~ITH EDG'E OF jil!,OAPrtAY TRANSITION CtR6-o' REVEAL PI.AN FO'" --------T'YP:' ________ " ------- 12 Curb Opening, Typ. 6 NTS ~~~The ~ Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Land SUrl-'eying 4 Allen Place, Northampton, Massachusetts 01060 (413) 582-7000 • FAA (413) 582-7005 Email: bdg@berkshiredesign.com Web: http://www.berkshiredesign.com This drawing is not intended nor sholl. it be used for co~struction purposes unless the signed profeSSional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. 00 not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete. contact The Berkshire Design Group Inc. for clarification. © Copyright The Berkshire Design Group. Inc. This drawing and all of its contents ore the express ~roperty of The Berkshire Design Group. Inc., and sholl not bo cop~.d or ~sed in any way without the written consent of The Berkshire Design Group. Inc, Insurance Center of New England Agawam, Massachusetts Applicant: Insurance Center a/New England 1070 Suffield Street Agawam, MA 01001 Site Details Revisions Date: Sheet Number February 17, 2010 Scale: L6 1"=10' Drown By: JDS Checked By: PHW AST -\/A--' C) f\J VA I !e) !\j I L_ ~~~The ~ Berkshire Design Group, Inc. Landscape Architecture C,vzi Engmeenng Plannmg Land Surveymg 4 Allen Place. Northampton. Massachusetts 01060 (413) 582-7000' FAX (413) 582-7005 Email: bdg@berkshiredesign.com Web: http.;/www.berkshiredesign.com This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, cIvil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scole drawing for quantity take-ofts or construction. Use written dimensions only. If dimensions ore incomplete, contact The Berkshire Design Group Inc. for clori~cotlon. © Copynght The Berkshire Design Group. Inc. This drawing and all of its contents ore the express property of The Berkshire DeSign Group. Inc .• and sholl not be COpied or used in any way without the written consent of The Berkshire Design Group, Inc. Insurance Center of New England Agawam, Massachusetts Applicant: Insurance Center of New England 1070 Suffield Street Agawam, MA 01001 Building Elevations ReviSIons Date: Sheet Number PROJECT ARCHITECT: February 17. 2010 Roy S. Brown Architects 85 Chilson Road Wilbraham, MA 01095 Scale' Drawn By: Checked By' 1"=10' Ai PHW