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8721_SITE PLAN - 511 SCHOOL STREET.pdf~7JI- cS i -k P(Q()_ 51 \ 2thOO\ 6+r~QJ- • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 . Tel. 413-786-0400 Fax 413-786-9927 April 9, 2014 Christopher Sparks, Director Agawam Parks and Recreation 1000 Suffield Street Agawam, MA 01001 Dear Mr. Sparks: At its duly called meeting held on April 3, 2014, the Agawam Planning Board voted to approve the revisions to the School Street River Road Park Phase II Site Plan, Sheet SK9 entitled Revised Planting at Parking Lot, dated March 26, 2014 and Sheet SKS entitled Revised Grading, Drainage & Utility, dated February 10, 2014, plans prepared by The Berkshire Design Group. . If you have any questions, please contact this office at 786-0400, extension 8738. Sincere~~~ Mark R. Paleologopoulos, Chairman AGAWAM PLANNING BOARD MRPIDSD:prk Cc: Berkshire Design Group Eng. Dept. Bldg. Insp. Town Clerk File • Pamela Kerr From: Sent: To: Cc: Subject: Y. Michael Liu [Mike@berkshiredesign.ccmj Wednesday, March 26,20149:40 AM Pamela Kerr Christopher Sparks; Peter H. Wells RE: School Street Park Page 1 of2 Attachments: schoolstreet-SK5 Revised Grading.pdf; schoolstreet-SK6 Rev. Swale Detail.pdf; schoolstreet-SK9 Parking Planting. pdf I have attached PDF copies of the revised grading and planting plans, and a detail drawing for the parking lot central swale. The revised grading shows the parking lot without the infiltration trench. The idea is to use the central parking lot swale as an infiltration device. The attached sketch drawing detail of the swale shows a pea stone surface layer to encourage infiltration of runoff. The planting plan shows elimination of six Pin Oak trees from the parking lot central swale, and addition of numerous ornamental grasses, which are more conducive to a hot parking lot, but can withstand periodic wet conditions from runoff. Y. Michael Liu, R.L.A. Senior Associate The Berkshire Design Group, Inc. www.berkshiredesign.com 4 Allen PI, Northampton, MA 01060 P 413.582.7000, f 413.582.7005 From: Pamela Kerr [mailto:PKerr@agawam.ma.us] Sent: Tuesday, March 25, 2014 11:25 AM To: Y. Michael Liu Subject: RE: School Street Park Mike -Please submit a plan showing these changes electronically prior to the Thank you. Pam From: Y. Michaelliu [mailto:Mike@berkshiredesign.com] Sent: Friday, March 21, 2014 10:41 AM To: Pamela Kerr Cc: Christopher Sparks SUbject: School Street Park Hi Pam, Chris Sparks and I would like to talk to the Planning Board about some planting changes in the main parking lot island. We have gotten approval from Michelle Chase to alter the drainage design, and use the central island as a bio-swale. We feel the Pin Oaks originally located in the central island would not be conducive to a bio-swale. We propose to keep the River Birches from the original design and add many more ornamental grasses in the island/bio-swale. We would like to get Planning Board approval for this change in the planting design. Can we get on an agenda? Or how do we go about getting scheduled? Y. Michael Liu, R.L.A. 3/26/2014 Pamela Kerr • • Page 1 of 1 From: Pamela Kerr Sent: Monday, March 24, 2014 9:01 AM To: 'Y. Michael Liu' Cc: Christopher Sparks; 'planning@agawam.ma.us' Subject: RE: School Street Park Hi Mike -You'll need to come back to the Conservation Commission as well. You would first present the infonmation to the Commission and then they would determine if an Amendment could be issued or whether a new NOI would be needed. We have a Con Comm meeting this Thursday if you want to come in to present this. We could schedule you for the following week with the Planning Board (Apr. 3rd). Let me know. Pam From: Y. Michael Uu [mailto:Mike@berkshiredesign.coml Sent: Friday, March 21, 2014 10:41 AM To: Pamela Kerr Cc: Christopher Sparks Subject: School Street Park Hi Pam, Chris Sparks and I would like to talk to the Planning Board about some planting changes in the main parking lot island. We have gotten approval from Michelle Chase to alter the drainage design, and use the central island as a bio-swale. We feel the Pin Oaks originally located in the central island would not be conducive to a bio-swale. We propose to keep the River Birches from the original design and add many more ornamental grasses in the island/bio-swale. We would like to get Planning Board approval for this change in the planting design. Can we get on an agenda? Or how do we go about getting scheduled? Y. Michael Liu, R.L.A. Senior Associate The Berkshire Design Group, Inc. www.berkshiredesign.com 4 Allen PI, Northampton, MA 01060 P 413.582.7000, f 413.582.7005 3/2412014 Pamela Kerr .. Page 1 ofl From: Y. Michael Liu [Mike@berkshiredesign.comJ Sent: Friday, March 21,201410:41 AM To: Pamela Kerr Cc: Christopher Sparks Subject: School Street Park Hi Pam, Chris Sparks and I would like to talk to the Planning Board about some planting changes in the main parking lot island. We have gotten approval from Michelle Chase to alter the drainage design, and use the central island as a bio-swale. We feel the Pin Oaks originally located in the central island would not be conducive to a bio-swale. We propose to keep the River Birches from the original design and add many more ornamental grasses in the island/bio-swale. We would like to get Planning Board approval for this change in the planting design. Can we get on an agenda? Or how do we go about getting scheduled? Y. Michael Liu, R.L.A. Senior Associate The Berkshire Design Group, Inc. www.berkshiredesign.com 4 Allen PI, Northampton, MA 01060 P 413.582.7000, f 413.582.7005 3/24/2014 • l Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 September 17, 2013 Christopher Sparks, Director Agawam Parks and Recreation 1000 Suffield Street Agawam, MA 01001 RE: Correction to revision date . Dear Mr. Sparks: Tel. 413-786-0400 Fax 413.-786-9927 N Q At its duly called meeting held on September 5,2013, the Agawam Planning Board voted to approve the Site Plan entitled "School Street River Road Park Phase II, prepared by The Berkshire Design Group with a revision date of September 5, 2013 with the following conditions: the August 8, 2013 Engineering pepartment comments (attached) are to be addressed; Conservation Commission approval is required; and there shall be timers on the lights. The Board is to receive three sets of the revised plans for their signatures. If you have any questions, please contact this office at 786-0400, extension 8738. Sincerely, .. 7vL~ r?~o.-( Travis P. Ward, Chairman ~~ AGAWAM PLANNING BOARD TPW IDSD:prk Cc: Mayor Cohen Berkshire Design Group Eng. Dept. Bldg. Insp. Town Clerk • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 September 12, 2013 Christopher Sparks, Director Agawam Parks and Recreation 1000 Suffield Street Agawam, MA 01001 Dear Mr. Sparks: At its duly called meeting held on September 5, 2013, the Agawam Planning Board voted to approve the Site Plan entitled "School Street River Road Park Phase II, prepared by The Berkshire Design Gro.UP with a revision date o.f August 2, 2013 with the following' conditions: the August 8,2013 Engineering Department comments (attached) are to be addressed; Conservatio.n Co.mmissio.n appro.val is required; and there shall be timers o.n the lights. The Board is to. receive three sets o.f the revised plans fo.r their signatures. If you have any questions, please co.ntact this o.ffice at 786-0400, extensio.n 8738. Sincerely, 7~~0Md .])'0' Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPW IDSD:prk Cc: Mayor Cohen Berkshire Design Group Eng. Dept. Bldg. Insp. Town Clerk File To: CC: From: Date: Snbled: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 8210631 Christopher J. Golba • Superintendent MEMORANDUM Conservation Co~ssion, Planning File Engineering Division August 8, 2013 PW-338: School Street Park Phase II Engineering has revi~d the revised plan set titled, "School Street River Road Park Phase II" prepared for the Agawam Recreation Department by The Berkshire Design Group, Inc., revised August 2, 2013. Based on conversatiollll with the Berlcshire Design Group, they have prepared a response to our previous· comments dated July 23,2013 (see attached). Engineering hasrevi~d this response and determined that all comments have been satisfactorily addressed .. Based on our review of the revised p18llll, Engineering recommends that the following comments be considered as conditional for approval of an Order of Conditions: 1. A test pit was not performed for Detention .Basin 2 or for the infiltration area located near the bandshell due to these areas being imwcessible. A test pit shall be conducted in both locations prior to consiruCtion. (See comment #3 on the attach...! response.) . 2. Detention basins or areas where proposed infiltration will occur .shall not be used as temporary sedimentation basins during construction as indicated by Erosion Control Note #5 on Sheet 1.4 of the site plans. Please revise this note. Engineering and the Conservation Commission are to meet with the contractor . prior tocolllltruction to deteni:li.ne where sedimentation basins will be located. . In addition to the above listed comments, Engineering recommends that the .Bioretention Basin Planting Schedule shown on Sheet L5 be removed. No Bioretention Basin is proposed for this phase of the project. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, :11JJI, (J. · < Michelle C. Chase, P .B. Town Engineer ~J:(?/h- Michael F. Albro, P.E. Assistant Town Engineer ,------ August 2, 2013 • The Berkshire Design Group, Inc. Michelle OIase, P .E., City Engineer Michael F. Albro, P.E., Department of Public Works 1000 Suffield Street ApWlm, MA 01001 RI: School Street Park Phase II E/Illneerin. SIte Review Comments Deer Ms. Chase .. Mr. Albro, • We hlll1! received your review letter dated July 23, 2013contalninl comments for site pllns dated July 12. 2013. Based on aur maltlns on Au,ust 2. 2013. the followlnl r8$ponses have bllen provided. alonl with revised plans and documents. We hlVll provided the following responsel shown In IrDIIc red font and have Included revised plans & drainage repart dated 8/2/13 In compliance with your comments. 1. The stonnWiter Checl:11st Included In the Drainage R..,art has nat been stamped or stsned by a ProfesSIonal E/IIIn .. r. A signed and stamped drainage npart wiN be submitted. 2. The soil data Included in the DraInage R..,art Is incomplete. The last parasraph on Pale 2 of the r..,art does not describe whaUhesolis found In the test.plts were. TIlls derical error has been amended In the revIsed report. 3. The locations of the test pits should be shown on the plan set along with the groundwater elevations relative to the detention basin elevations. No test pit was pertormed In the location of Detention Basin 2 or the blndshell dry well. TIle exIsting test pits have been added !O the pions with estimated groundwot., elevations. The area within Detention Basin 2 Inaccessible wfth a backhoe in current conditIons, however a test pit will be ronducted In this location prior to construction, and If needed, a /lner will be Installed to ensure IIraundwater is not intercepted and conveyed through the basin outlet. 4. Table 1 on pale 5 of the DralneBa Repart shows the posHonstruction peak flow rate Is hllher than the pre-constructlon peak rate for the exlst1ns western wetland lrea Gurlng the 2·vear storm. 4 AHen Pflce Ncrtk&mpton. MA 01060 E mail:bdg;@berkshll1l!deslln.eom • August 2, 2013 School Street Park: Phase II Agawam, Massachusetts • Page2of4 Based on the size of the Site, and the fact that all other storms are lower in proposed conditions, this minor increase Is within the tolerance of the HydroCAO software and is not a significant difference. s. On page 6 of the Drainage Report, under 'Standa rd 3", It states that an Infiltratfon basin will provide the required groundwater recharge. No Infiltration basfn Is shown on the plan set. . Gerlcal error has been corrected. 6. The groundwater redlarge required under Standard 3 of the Massachusetts Stormwater Handbook has not been provided. The only siormwater Inflltratlon proposed Is for roof runoff from the bandstand and picnic pavmon. Infiltration an the site Is very difficult due to high groundwater elewtions and poor 5011 conditions. The site has been designed to maximize the potential infiltrotlon by recharging roof runoff, which requires no pretreatment. The walkways throughout the site ore only far pedestrian use only, and the MADEP Stormwater Handbook states that these pedestrian ways only need to be injiltroted to the maximum extent practicable. The walkways are all generally deSigned to sheet over large vegetated areas which will provide inflltrotion. It Is not feasible to Inflltrote the entire parlcing lot area at the north end of the site due to the fact thot the runoff must enter a pretreatment system (catch bo5in) prior to a recharge system. 1IIe high groundwater prohibits this as 2' minimum separation from groundwater Is required far recharge. However a portion of high elevotians in the parlclng area have been de5igned to enter an Infiltration trench lis it Is the only location copab/~ of maintaining the required groundwater separation. 1. It Is stated In the Stormwater Checldlst that recharge BMPs have been sized to Infiltrate the Required Recharge Volume only to the maxImum extent practicable, but no reason Is given for why It Is designed this way. Unless a satisfactory reason can be siven, all new Impervious area must be taken into account when calculating required redial'lle volume. See response #6 above. 8. The HydroCAD modeling makes It seem that Subcatchment areas P-l, P-2, P-S and P- 6 are flowing directly Into the detention basins or the existing wetland areas VIa overland flow. For a more accurate calculation, these subcatchments should be modeled with reaches to simulate the drainage pipes. HydraCAO co/culatlons hove been revised. 9. The 5ubcatchments modeled In HydroCAD appear to include portIons of the existing wetlands an the eastern and western boarders of the property. It Is Enllneering's understandlns that these wetlands are the flnal discharge poInts for onslte runoff. As such, these wetlands should not be Included In the HydroCAD subcatchments. • August 2,2013 School Street Park Phase II Agawam, Massachusetts • Page30f4 Otherwise the curve numbers and discharge calculations for the subcatchmenl5 will be inaccurate. HydroCAD ca/culatlons have been revised. 10. To b'etter understand tne melhod used to model the stormwater runoff, EnSineerlnB requests that the time of concentration routes for the subcatchments modeled In HydroCAD be shown on the Pre-and Post-Development Dralnap Area Maps In the Starmwater Report. nme 0/ con<entration for subcatchments are shown on the revised drainage area mops. lbe following comments do nat necessarily fall under the jurisdiction of the conservation commission, but stili should be noted for Site Plan Approval. Comments for the Site Plan Approval may be added to this list while we complete au r review. 11. 'There Is no nanditapped parkin. shown In the area of the bandshell •. Handicapped parking has been added in the area 0/ the bondshell 12. lbe two prOposed delentlan basins have been mislabeled as rain gardens on sheel L2. Labeling corrected on revised plans 13. It should be shown on the plans that the detention basins will have at least 1 foot of freeboard above the emergency overflows. 80th detention basins have 1 foot of freeboard on the revised plans 14. lbe proposed trees shawn on the top of the slope otthe detention basins should be removed. Elllineering Is concerned that the tree roots wlII8fOW and extend aut of the lfOund, destabilizing the slope of the basins. No trees should be planted within the confines of the datention basins. Trees have been removed within the conf/nes of the detention basins. 1S. EnSineering sugests that a fence or similar barrier be installed along the perimeter of the datentlon basins for public safety. A fence has been added along the perimeter of the detention basins. 16. Sheet L4 shows twa trees (AROG & BPI planted wry close to the culvert pipe to be located under tlte Corey Street parie entrance. Th~se trees should be removed or relocated farther from the proposed culvert. Trees have been removed adjacent to the culvertp/pe . . • August 2, 2013 School Street PBIk Phase IT Agawam, Massachusetts • Page 4 of4 If VOU have any questions, comments or would like to meet to dlsc;uss th.se Items, please contact me at 582-7000. Sincerely, The Berkshire DeS/lln Group, Inc. Brian Darnold, E.I.T. Project Enlineer • Deborah Dachqs From: Sent: To: Cc: Subject: Y. Michael Liu [Mike@berkshiredesign.comj Friday, September 06,201310:58 AM Deborah Dachos Peter H. Wells School Street Park Attachments: Planting Schedule Revised.pdf • Attached is the revised planting schedule. The faster growing trees we added were: Acer x. freemanii Autumn Blaze-Autumn Blaze Maple Acer saccharum Legacy-Sugar Maple Fraxinus pennsylvanica Cimmaron-Cimmaron Green Ash Fraxinus pennsylvanica Patmore-Patmore Green Ash Gleditsia triacanthos inermis Ruby Lace-Ruby Lace Honeylocust Gleditsia triacanthos inerrnis Shademaster-Shademaster Honeylocust Liquidambar styraciflua-American Sweetgum Prunus sargentii-Sargent Cherry Quercus rubra-Red Oak (we deleted Scarlet Oak and used Red Oak which is faster growing) Tilia tomentosa Green Mountain-Green Mountain Silver Linden Thuja plicata Green Giant (at the Maintenance bldg.)-Western Red Cedar Zelkova serrata Green Vase (at the Maintenance bldg.)-Green Vase Zelkova We also eliminated Weeping Willows, and changed the number of other plants already in the plan. Y. Michael Liu The Berkshire Design Group 4 Allen Place Northampton, MA 01062 mike@berkshiredesign.com 413-582-7000 tel 413-582-7005 fax 9/9/2013 Page 1 of 1 • \ Planting Schedule KEY Q1Y BOTANiCAl NAME COMMON NAME SIZE NOTES ~ 4 Abies fraseri Fraser fir 6'-7' hI. ~B 7 Acer x fremonii 'Autumn Blaze' Autumn Blaze Maple 3"-3,5" cal. AL 10 Amelanchier laevis Allegheny Serviceberry 7'-8' hI. clump ARF 7 Acer rubrum 'Fairview Flame' Fairview Flame Red Maple 3"-3,5" col. AROG B Acer rubrum 'October Glory' October Glory Red Maple 3"-3.5" cal. ASF 6 Acer saccharum 'fall Fiesta' Foil Fiesta Sugar Maple 3"-3.5" cal. ASL 4 Acer saccharum 'Legacy Legacy Sugar Maple 3"-3.5" cal. AXG B Amelonchier x. grandiflora Autumn Brilliance Serviceberry 7'-8' hI. white BP 10 Betula popyrifera Paper Bark Birch 7'-8' ht. multistem BNH 10 Betula nigra 'Heritage' Heritage River Birch 7'~8 hI. multistern • CA 6 Comus oltemifolio Alternate Leaf Dogwood 2.5"-3" col. white CC 6 Carpinus carolinionum American Hombeam 2.5"-S" col. erc 7 Comus florida 'Cherokee Princess' Chrokee Princess Dogwood 2.5"-3" col. white CJ 6 Cercidiphyllum japonicum Katsurotree 31>-3.5" cal. FPC 5 Fraxinus pennsylvanica 'Cimmoron' Cimmaron Green Ash 3"-3.5" cal. FPP 4 Fraxinus pennsylvanica 'Patmore' Patmore Green Ash 3"-3.5" cal. FSR 2 Fagus sylvotica 'Riversli' Rivers Purple Beech 3"-3.5" cal. GTR 6 Gleditsia tria. inermis 'Ruby Lace' Ruby Lace Honeylocust 3"-3.5" col. GTS B Gleditsia trio. inermis 'Shademaster' Shademaster Honeylocust 3"-3.5" col. LS 4 Uquidambar styrociflua American Sweetgum 3"-3.5" cal. LT 6 Liriodendron tulipifera Tuliptree 3"-3.5" cal. MG 2 Metasequoia glyptostroboides Dawn Redwood B'-10' hI. NS 4 Nyssa sylvatica Black Tupelo 3"-3.5" cal. OA 4 Oxydendronarboreum Sourwood 2.5"-3" cal. white PAE 3 Platanus x. ocerifolia "Bloodgood" London Planetree 3"-3.5" col. PAC 14 Picea abies 'Cupressina' Columnar Norway' Spruce 7'-8' hI. PI< 14 Pinus koroiensis Korean Pine 6'-7' ht. PH 8 Pinus nigra Austrian Pine 7'-8' hI. • PP 8 Picea pungens Colorado Blue Spruce 7'-8' hI. PS 5 Prunus sorgentii Sargent Cherry 2.5"-3" cal. pink PT 10 Pinus thunbergii Japanese Brock Pine 6'-7' hI. OR " Quercus rubra Red Oak 3"-3.5" col. OP 13 Quercus palustris Pin Oak 3"-3.5" cal. SA 2 Sorbus alnifolia Korean Mountain Ash 2.5"-3" col. white TCG 9 lilia cordata 'Greenspire' Littleleaf Linden 3"-3.5" col. ITG 6 Tl1ia tomentoso 'Creen Mountain' Green Mountain Silver Linden 3"-3.5" cal. TPGG 11 Thuja plicate 'Green Giant' Green Giant Arborvitae 7'-8' hI. ZSG 2 Zelkova serrato 'Green Vase Green Vase Zelkava 3"-3.5" cal. CAK 12 Calamagrostis x. 'Karl foerster feather Reed Grass 2 gal. MSS B Miscanthus sinensis 'Silberfeder' Silverfeather Maiden Gross 2 gal. PVH 14 Panicum virgatum :Heavy Metal' Heavy Uetal Switch Gross 2 gal. To: ,CC: From: nate: Sllbject: ·' • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street -Agawam, MA 01001 Tel (413) 821 0600 -Fax (413) 8110631 ChrUtopber J. Golba _ SllperiDteadeDt MEMORANDUM Conservation COlIUIlission, planning File Engineering Division August 8, 2013 PW-338: School S1reet Park Phase II Engineering has J:CViewed the revised plan set titled, "School Street River Road Park Phase Ir' prepared for the Agawam Recreation Department by The Bertshire Design Group, Inc., J:CViscd August 2, 2013. Based on conversations with the Berkshire Design Group, they have prepared a response to our previous comments dated July 23, 2013 (see attached). Engineering has reviewed this response and determined that all comments have been satisfactorily addressed. ' Based on our review oftbe revised plans, Engineering recommends that the following comments be considered as conditional for approval of an Order of Conditions: 1. A test pit was not performed for Detention Basin 2 or for the infiltration area located near the bandsbcll due to these areas being ina~ssible. A test pit shall be conducted in both locations prior to const:rw:tion. (Sec comment #3 on the attached response.) 2. Detention basins or areas where proposed infiltration will occur shall not be used as temporary sedimentation basins during CODSIrUction as indicated by Erosion Control Note #S on Sheet L4 of the site plans. Please revise this note. &gimering and the Conservation Cornmis-qjon are to meet with the contractor prior to construction to determine where sedimentation basins will be located. In addition to the above listed CQDlDleD.ts, Engineering recommends that the Biorctention Basin Planting Schedule shown on Sheet 15 be removed. No Bioretention Basin is proposed for this phase of the project. Engineering reserves the right to make additional comments as new infonnation is submitted. If you have any questions please do not hesitate to contsct this division. Sincerely, 1?4JJI,. Ct . c Michelle C. Chase, P.E. Town Engineer ~J:OQ-., Michael F. Albro, P.E. Assistant Town Engineer • . __ ._-The Berkshire Design Group, Inc. Auaust 2. 2013 Mlchen. a..se, P.E., City E",lneer Michael F. Albro, P.E., De~rtment of Public Works 1000 SuflHlld Street ApwMI, MIl 01001 He: SChool Street Parle Ph_ n En&ineerl ... SIte RevIew Comments Dear ails. a.ase. Mr. Albro, • We MIll! rKelved your review leUer dated July 23, 2013 contIIlni ... comments for site pIIons dated July 12, 2013. Based on our mutlne: on AUIUSt 2, 2013, the followl ... responses hive been provided, alont! with revised plans and documents. W. have provided the foUowIlII responses shown In ItIJJIc mI font and have Indueled revised plans. dr.I.,.. report dated 8/2/13 In compliance with your comments. 1. The Stormwater Checklist Included In the Oraln ... Report has not bean stamped or silned by • Professional Enllneer. A signed and sramped drainafle report will be submitted. 2. 1hII soli data Included in the Dral.,.. I\ePIIrt Is Incomplete. The last paracr.lpII on Pace 2 of the report does not dMcribe what the soils found In the test_pits wen. This derlcal e"or has been amended In rile revised report. 3. The locations of the test pits should be shown on the plan set alo", with the aroundwater elevations relative to the detention basin .. ..,.tlons. No test pit was ~rformed In the location of Detention Basin 2 or the blndshell dry well. The exIsting test pits have been added to the plans with estimated graundwater elevations. The area within Detention Basin 2 inaccessible with a backhoe in current conditions, however a test pit will be conducted in this location prior to construction, and if needed, a liner will be Installed to ensure flraundwater is not intelUpted and conveyed through the bosin outlet. 4. Table 1 on pap 5 of the Drllin ... Report shows the post.-.strucllon ptIIIk!low rate Is h/aher than the pre-con$trUction peak rate for the ulstine: _m wedlnd _ durina the 2..,..r storm. 4AJitn Pllee Northampton, MA 01060 Email:bd8;@I.berkshlredlslln.com • Aupst 2, 2013 School Street Parle Phase IT Agawam, Massachusetts • Page2of4 Based an the size of the site, and the fact rhat all other storms are /ower in proposed conditions, rhis minor incrtase is within rhe toleronce of the HydroCAD software and Is not a significant difference. 5. On PI .. 6 of the Drain ... Report, und.r -Standard 3-, It IIlItIS that an Infiltration basin will provide the required IfOUI1dwattr recharp. No Infiltration basin Is shown on the pan set. Clerical error has been corrected. 6. The lroundwater rec:ha .... required UnHr Standard 3 of the Massachusetts Stormwate. Handbook has not been prov1ded. The only storm_er inftltratlon proposed II for roof runo1f fl"Oll1 the bandstand and picnic pavilion. In/llt,atlon on the site Is ~ry difficult due to high groundwater .Ievations and poor 5011 conditions. The site has been designed to maximize the potential infiltrotlon by recha,glng roof runoff, which requires no pretreatment. The wa//cways throughout the site art only for pedestrian use only, and the MADEP Stormwoter Handbook states that these pedestrian ways only need to be infiltrated to the maximum extent practicable. The wal/cways are all generally designed to sheet over larve vegetated areas which will provide infiltration. It is nat feasible to Injiltrate the entire porkinglot area at the north end of rhe site due to the fact that the runoff must enter a pretreatment system {catch basin} prior to Q recharge system. The high groundwater prohibits this as 2' minimum ~parotjon from groundwater is required for rtcharve. However a portion of high elevations in the parking area have been designed to enter an infiltration trench as it Is the only location capable of maintaining the required groundwater separation. 7. It Is stat.d In the Stormwetar Checklist that rocha,.. IMPs have been slzed to Infiltrate the Required Rae .... ,.. Volume only to the maximum extent practicable, but no .. lSOn Is liven for why It Is deslpled this way. Unless a satlsfactory reamn can be IIwn. ail_Impervious area must be taken into aa:aunt when calcul~ required .-.charse volume. See response #6 abo~. 8. The HydroCAD modellnl malees It seem that Subcatchment areas P-I, P-2, P-5 and P- 6 .rellowinB directly Into the detention basins or the t!IdstIns wetland _reM via OY8Itand flow. For a mor-. accurate calculation, these subcatchments should be model.d with reaches to slmulate the drllln ... pipes. HydroCAD calculations have been revised. 9. The SIlbc:atchments modeled In HydroCAD appeuto indude partIGns of the exIstIna wetlands on the eastem and western boarders of the property. It Is Enpneerinl" understandlns that these wetlands are the final dlscha ... points for onslte runoff. As such, these wetlands should not be Included In the HydroCAD subcatchments. • August 2, 2013 School Street Park Phase n Agawam, Massachusetts • Page 3 of4 otherwise the curve numbers and d~ calculations for the subcatdwnents wi. be Inaccurate. HydroCAD calculations hav~ been revised. 10. To better undem:and the method used to model the stormwater runol'l, EnalnHlin • .-.quem that the time of concentration routes for the subcatchments modeled In HydroCAD be shown on the Pre-and Post-Development Oralnat'! Area Maps In the Stormwater Report. TIme of concentration for subcatchments are shown on the revised drainage areo maps. lbe followin. comments do nat neawarllv fall under the jurisdiction of the conserwdon commission, but stili should be noted for Site Plln Appro'lli. Comments for the Sit. Plln Approval may be added to this list while we complete our review. 11. There Is no handicapped partdftl shown In the area of the bandshelt. Handicopped parking has been adtkd in the oreo of the bondshell 12. lbe twO proposed detention basins hI .. been mislabeled as rain prdens on sheet L2. Labeling corrected an revised p/ons 13. It should be shown on the plans thlt the detention booslns wOl have at least 1 foot of fnIeboerd above the ernerpncy overflows. Both detention basins hove 1 foot of freeboard on the revised plans 14. lbe propos8d trees shown on the top of the slope of the detention basins should be remowtd. Ellllneerlna: Is concerned that the tree roots wIIllrDW and extend out of the .-ound, destablflzlns the slope of the basins. No trees should be planted within the confln.. of the detention basins. Trees have been removed within the confines of the detention bosins. 15. Ensfneerlnl suaests that a fence or similar barrier be Installed alonl the perimeter of the detention basins for public slfety. A fence hos been odded along tlte perimeter of the detentian basins. 16. Sheet IA shows two trees (AROG & BPI planted wry dosa to the cuhlet't pipe to be located under the Corey Strut part entl alice. These trees should be removed or reIocet@d farther from the proposed culvert. Trees have been removed adjacent to the culvert pipe • August 2, 2013 School Street Pm: Phase n Agawam, Massachusetts • Page4of4 If ycu hive IllY questions, comments or would like to meet to discuss tt..Items, ple_ eontact me It 582-7000. Sincerely, The Berkshire Des!ln Group, Inc. BrIan Darnold, E.I.T. Project Ellllneer • 1 Memorandum To: Planning Board CC: Chief Robert Campbell From: Sergeant Richard Niles Date: 8/2/20 IJ • Re: Site Plan -Phase 1I School Street Park -Town of Agawam As stated at the Team Meeting, my concern is that the roadway/walkways that are paved are of sufticient width to accommodate emergency response vehicles, Respectfully Submitted W·f~'~ Sergeant Richard Ni le s Safety 0 fficer Agawam Police Department Rev~& .. Gillis Traffic Bureau Commander Agawam Police Department 1 • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 8, 2013 DATE RECEIVED: July 23,2013 DISTRIBUTION DATE: July 23,2013 PLANNING BOARD MEETING DATE: August 15,2013 APPLICANT INFORMATION 1. Name of Business: Town of Agawam Address: 36 Main Street, Agawam, MA 2. Owner: Same (attention: Christopher Sparks) Address: 1000 Suffield Street, Agawam. MA Telephone: 821-0513 Fax: 821-0637 3. Engineer: Berkshire Design Group Address: 4 Allen Place, Northampton, Ma 01060 Telephone: 582-7000 Fax: 582-7005 PLAN REVIEW Scale: 1"=40' Date: July 18, 2013 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer ofPlan): Plans must be stamped. Description of Project: Proposed construction of the final phase of School Street Park to include: parking, drainage, playground, splash pad, walkways, concession/restroom bUilding, band shell, picnic sites, and landscaping. Site Plan Review Page 2 • • Description of Site: Site is located in the northwestern corner of land owned by the Town of Agawam. The full site is 50 acres in size and this final phase consists of approximately one-third of the site. This phase is bordered on the east by a large wetland which bisects the property. A wetland also is located on the westerly side of the property and an isolated wetland is central to the site. Residents are located to the north of the site. A filing is currently being reviewed by the Conservation Commisssion. Provision for Traffic Flow: A 24' wide access drive is provided off of Corey Street. An additional emergency drive is located in the southeasterly corner of this phase. The drive currently exists and is used by maintenance vehicles. Parking: One hundred and seventy-three (173) parking spaces are shown including six (6) handicapped. Eight (8) of the spaces are provided behind the band shell. At its closest the parking lot is located twenty (20) from a residence. The furthest distance is 40'. Forty (40) feet would be preferable with enhanced buffering. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The buffer along the residential properties should be as dense as possible. The mixed variety of evergreens is good to prevent blight. Ornamentals are planted along the pavement side of this buffer. The Allegheny Serviceberry has fruit and may not be a good match for a parking lot. Some type of shade tree might be more effective in shading the large of expanse of parking. Similarly shade trees should be planted on the interior island to reduce the heat from the parking lot and make it more aesthetically pleasing. On the interior area, fast growing shade trees should be planted. Messy trees should be limited (i.e., pin oaks and willows). Birch trees do not provide a large canopy and have a relatively short life span. The emphasis should be on providing as much shade as possible in a short period of time. Will the flowering fruit trees encourage bees, particularly around the splash pad? Also the pines in the interior area should be replaced with shade trees. Sign Location: The sign location should be carefully evaluated to ensure that it does not obstruct visibility. Exterior Lighting: Details and cut sheets for all exterior lighting must be provided. All lighting must be recessed and shielded. A lighting contour plan may be necessary where light has the potential to spillover on to residential properties. Wall packs are Site Plan Review Page 3 discouraged. • Rendering or Elevations: Provided. • Dumpster Location: If an additional dumpster is determined to be necessary, it must be fenced, gated and screened. Other Comments or Concerns: I. A site plan for the proposed maintenance building must be submitted. In particular, lighting, grading, screening, and outdoor storage must be shown. Elevations of the building must also be provided. 2. The detail of the parking lot swale shows ornamental grass plantings. Should this swale be only planted in grass so that it can be mowed periodically? The information depicted on this map is for planning purposes only. It is not adequate for legal boundary definition, regulatory interpretation, or parcel-level analyses. School Street Park -Town of Agawam 8/8/20134:09:05 PM eN 1 :6000 1"=500' , ':',--' • .. .. "--. .... ,~. -.. ~.j' , . I \ :J' ., ., .- " . , " '. . ~ " . ':" ." ,\' ... /., .:. ..:. \ ~ , '. •• • ; , " • . -. -!J' .. ;. I.. 'f / . .,./ ",;J . .: .• ; " ~.J'i' f ., ~ '. • "'"" • ~ "I , ' '/~ _ J " " . -'/'"-" . .. 'I J. , ........ '.' .. ·.1 ... I . ..J .... .. J ,.I", 'I .~ .: '1 ' ''.J_ , . ..J . I! J.-!j', .. 'J . ", '" J , r/, ... ~ • . \. " "-, "., , .. i/ • '" ./ , , I • v . The information depicted on this map is for planning pu rposes only. It is not adequate for legal boundary. definition, regulatory interpretation, or parcel-level analyses. School Street Park -Town of Agawam 8/8/2013 4:08:08 PM " . / / ... .... ® 1:6000 1"=500' I • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413,,786-9927 MEMO TO: Erik Wight, Building Inspector FROM; Planning Board.;;F.;r) SUBJECT: Site Plan -School St Park Phase II -T.O.A. DATE; August 8, 2013 Please review and comment on the attached Site Plan for the Board's August 15th meeting. Thank you. DSD;prk \ ( • 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 -Phase IT School Street Park -Town of Agawam DATE: July 23, 2013 Please review and comment on the attached Site Plan for Phase IT of the School Street Park prior to the Board's August I n meeting. . Thank you . . DSD:prk r • 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 July 19 20 13 I. Name of Business --=.T-"o-,-,w,-,n..::o,,-f A'--=ga"'w"'a"'m-'-'-____________ _ Address 36 Main Street, Agawam, MA 01001 Phone # _______ Fax # ______ email 2. Name of Applicant/Owner Parks & Recreation Department Address 1000 Suffield Street, Agawam, MA 01001 Phone # 821-0513 Fax # 821-0637 email CSparks@agawam.ma.us 3. Name ofEngineerfArchitect The Berkshire Design Group Address 4 Allen Place, Northampton, MA 01060 Phone # 582-7000 Fax # 582-7005 email peter@berkshiredesign.com 4. Please give a brief description of the proposed project: Construction of School Street Park expansion including parking, drainage, playground, splas~ .pad, walkways, ~oncession/restroom building, b~ElVel!t amenities and landscaping. JUL23 2013 AGAWAM PLANNING BOARD ,~ LITHONIA LIGHTING· - FEATURES & SPECIFICATIONS INTENDED USE -Streets, walkways. parking lots and surrounding areas. CONSTRUOlON -Rugged, die-cast, single-piece aluminum housing with nominal wall thickness of 1/8". Die-cast door frame has impact-resistant, tempered, glass lens (3/Wthick). Door frame is fully gasketed with one-pie<e tubular silicone. US. Patent No. 0447,590. Canada Patent No. 94324. FINISH -Standaro finisn is dark bronze polyester powder finish. Additional architectural are available. OPTICAL 5mEM -Anodized segmented reflectors for superioruniformity and control. Reflectors attach with tool-I~ fasteners and are rotatable and interchangeable. FoLlrfull cutoff distributions ayailabl~: Type II (roadway), Type III (asymmetric), Type IV (furward throw) and Type V (symmetri(square). ELEaRICAL SYSTEM -Ballast: High reactance, high power factur fur SO-l50W. Cunstant wattage autotransfurmerfor175W. Metal halid~ 150W and beloware standard with pulse-start ignitor technology. Ballasts are 100% factory-teste<!. All ballasts are mounted on a removable power tray with tool-Iffi latch and have positive lo,king disconnect plugs. (SA, NOM or INTL required for probe start shipments outside of the US for 175M. Not available w'ith 175M sCWA. Ceramic metal halid~ lamps are re<ommended for use in applkations whe~ superior color renditlon, lumen maintenance and longer lamp life are desired. SOCkM: Porcelain, horizontally-mounted medium base socket with copper alloy, nkkel-plated screw shell and center contact INSTALLATION -Integral arm for pole orwall mounting. Optional mountings available. LISTING -UL Listed (standard). (SA Certified (see Options). UL listed for 25°C ambient and wet locations. lP65 Rated. WARRANTY -l-ye.ar limited warranty. (OOIp!etfc Vlarran1.yterms III[ilt~ at www.acujtybrands.(om/CustomerResourcesfltrms and conditions.aspx Note: Specifications subject to change without notice. OROERINGINFORMATIOrl AS' Metal halide SM2 Segmented 12. (blank) SOM' type n 208~ 70M' roadway 140' (WI 100M SRl Segmented m typem Magnetic ballast Constant wattage isolated 150M asymmetric 347 ~ 175Ml SR4S( Segment~d 480' SPA RPA WSA Calalog Num~r Typ< I1ERI5. Architectural Area'" Roadway Luminaire, 5pedficotions EPA: 0.7 ft' Length: 22-1/4 (56.4) W~: 13 IllO) o"th: 6-3/8 [15.9) *Weight: 25.9 Ibs (11.8 kg) ASl METAL HALIDE: 50W-175W HIGH PRESSURE SODIUM: 35W-150W 10'1020'Mounling All dimensions are inches (c~ntimettrs) unless otherwise indicated. 't~";'=".!'~;:::' ·Weight as configured in example below. "'~>''''''' .... ,......" Square pole Shigped inst~lIed in fixture (bl.nIc) Dark bronze IPI Lamp m(l\lnting Sf Single fuse (120, 277, 347VJ1' OBI Black incllJd~d Round pole Of Double fuse (208, 240, 480V)" OGC Charcoal gray lIlP Less lamp mounting EC Emergtl'K';l cilcuitll•ll OMS Medium Wall bronze bracket (up PER NEMA twist-lock receptacle ordown)' only (no photocontrol) DNA Natural aluminum (eramic type IV TB' S(WA Super Shiglled se~aratelt II QRS Quartz restrike systemlt II ~ forward (WA Housesidfc shield (SRl, SR3)'·ll OWH White 23050HZi H5 throw, sharp pulse ASKMA1 Mastarm SUller DUri!blg Finish~ 50MHC ill listed and la~led to comply cutoff Hart adapter with Canadian standards DDBXD Dark bronze 70MH(1 SRsS Segmented ballast1 DCAS1 Decorative 100MHC type V (ulVed arm, NO" NOM certified! DBLXD Black 1S0MH( symmetric square pole INll International shipment for ONAXO Natural lli9.h. square only 175M aluminum pressure DCAS1R Decorative Shipped separatgly' DWHXO White sod'um curved arm, PEl NEMA oost-Iock PE (120, 208, DDBTXD Textured dark 35$l round pole l40VI bronze 50S only PB NEMA twist-lock PE (347V) DBLBXD Textured black SPA191 Square pole PE. NEMA twist-lock PE (480V) ONATXO Textured 705 AS adaptor 10.0.5 (DM19to PE7 NEMA twist-!ock PE {27N) natural SPA) 5C Shorting cap aluminum 150S RPA19/ Round pole VG Vandal guafd14 DWHGXD Textured AS adaptor white (OM19to RPA) ."" 1 Notroil~bI~with ~OV. Note: MriS'" nas i unique drilling 1 These wattages do not mmply with u~fomii Title lO ~ulatiO/ls. t~mplat~ thit requir~s ~n kriI , l1''J'I~''. driflinq p~ru,m to be 5j)eCh'ied when • Must specifyCWI fur 1M in unadt. Nol availabl~ with 15os. ordering pole5. Steexample below. 5 Optional multi-tap ball~st (120, 108, 240. 277V) mO. 277.147V i1 unadi). ExampildSAIO.fCDM19AS DDB lacusllltJ:twILM.ulld"SIIJftIter 6 Consultbryfor miibl~wattage5. Al!rls ~llin!l hrum _1IS_~_Miist"Ii5«I""'pO/eDlOOlllilllIR/lV. 7 Available Wltl1150M or 150MHC only. DM1'AS lat!lOdegrm 8 Mounted in lens-tip oriffititian, fixtllTt is damp location ~sted. , ~y be ordered M;m ~C(ffi(lry. PM"" lat1!Kld~rees Tenon 0.0. On, TWD@180° Two@90° Thtee@120" Three@90° Four@gOo 10 Must specify finisl1 when oro~red ~I in aa~\sory. DMl." 1 at 90 deglffi 23!S" AST20-19O AST20-ISO AST20-290 ASllQ·32Q AST20-490 11 SF, DF, E{ or QR$ OptiO/lHannot be ordered togtther. ASllQ-390 "",,, 3 at90d~grets " ~~imum aliOWOlna wattage lamp ill(ludftl. , ... " .(at90d~grets 2-7/8~ AST25-190 ASTlS-l80 AST25-190 ASTlS-32\1 AST2B90 ,1.5125-490 13 Order,l,SlSRl/3HS U as an acce!sory_ DMllAS 3 at 120 d~1ffi ,. "mS-l90 ~H5-100 ~5-190 .lS\3S-3N .t.Sm-3% .t.Sm-4~ " OII!(r ,l,SWG U ~s ~n i({!~. (round poles only) 15 5te wwwJit"oniuom/~lors fur ~dlfUonal color opOOns. 16 Mu51 bf,specmed.lJLP notmiiibieYl'ithMH(. OIlTOOOR AS1·M·S ......... ASl Metal Halide, High Pressure Sodium Area Lighting (olflident of Utilization Initial Footcandles ASI 150M SR2 TEST NO, LTL 10086P AS1 150M SRl TEST NO. lTl 10087P ISOILLUMINANCE PLOT (Footcandle) ~ J .2 .. l::;: \~ " ,~ ~ ,. , ~ , ...... -::! .1 -/, ::;.... "-J o~ ~ ,~ " • , ~ ,~ ~ , , 150Wpuls' st." mel3l hald,Iamp.!lIIed 14000 lu"",os. Footcandle ""lues based on 20' mounling height. O,,"lIIcation: Type II. M8d\lll1. F .... I Cutoll A51 1 SOM SR4S( TEST NO. LTl 10088P Notes ISOILLUMINANCE PLOT (Footcandle) >~ ~ , ~I , , 'r-~ ., , W pulse start m_1 ""1<1& ~mp. rlItfId 14000 Ium~"". Foo1candle V\llues bllsed on 2(1' mounting heighl Classificrion: Type N, SI!ort. Full Cu\ofI ISOILLUMINANCE PLOT (Footcandle) t::::: ~ ,f.j 'P..l ! , ,~ '~ f0 ~ )11 / , ~ ~ ,-" 1 ~ o~ ~ , ~ ~ " ~ ,~ ~ • 150W pu!M$UIrI rne\all\fllld" IImp, ... ted 1<10(10 IumM~ Footcandle values bued on 20' mounting Might. Oassl1lcalion: Type HI, Medium, Full CubrI'I AS1 150M SRSS TEST NO, LTL l0089P lS0lLLUMlNANCE PLOT (Footcandlel ::::1:'\. ,~I"'" ., "'\ l:-:: , !~r( ; ;.;;.V 15f1Wpuloe SIlfIme\IRI ~I.mp,!'tied 10!000 kmens. FoaICandIe ..ai.iSS DaMd on 2(1 mountiog~ CIossiIicDon:U~(Tl'PiI'V.ryShortl.FuICU!Olf Photometrk datt fir other distributiomam be ami~ from the lithonia Ughting web sfte (www.lithoniuom). For electrical characteristics consult OutdllOr technical data SpecifiCition sheets on www.lithonla.com. Ten~d to current IBN ... and NEM!\ standards under stabilirellaboratory corn:litions. Various operatingfactors can (ilU~ differences between l)bMatory and ~ctual field me~su~ments. Dimensions and specifications a~ based on the most currmt data and a~ subjtctto chall!ll'. Mounting lleight Correction Factor (Mul~1y ~ fc I~I by the (olrection factor) 1()ft. 4 15ft 1.78 3()ft '" 0.44 (Existing Mounting Height)' _ . New Mounting Height -Correction Factor 2.650" 1 ASl150SSR3 TEST NO: L1L10091 ~ '" ~ .'--to-. '.I .,.I 'I , ;~ • .. ~ '::-, r-.- 15OWlamp. rated 15800 lUmens. F-.",ndle valu ... based on 20' moun\ing height. a"""btic>n: Type III, Medium, FuU CWlIf AS1150S SR2 TEST NO: LTL10090 •. , • ;~ t:'--!R .• ~ :--t--. '~ j; lJ /, ::;..-f-'" , 15OWlamp, _15800 10m..,.. Footcand~ values based on 2Cf ITID<Jntingheight aassileation: Type M. Medium. Full CUtolI' DRILLING TEMPLATE # 8 I'Ir:RU' Top of Pole 11 .. 1_1IgJeo°''Y .,.,. .fOO" \2PLCS) "A" __ 1.1511" A"n.hl,Typ. wr IIfOTt:TIoIo ...... Io/lH'tllooal • ... _ ... _---,_"If. ,~ LITHDNIA LIGHTING' ASl-U-8 -An~ndsCompany OUTDOOR, One U~",ia Way I,m,,,,, SA 30012 Phone: 770.922.9000 Fax: n0-918-1209 wwwJitnonia.com ©2002-2012 Acuity Brands Lighting, loc. All rigllts reserved. Rev. 12111112 ,~ L'THDN'A L'SHT'NS" - FEATURES & SPECIFICATIONS INflNOED USI-hrbuikfmg· andwall'll'IOII'Itecl appliGltions. CONSTRUCTtON -Ruggtd, die·cast, singl~ aiunVnum housilg. Die-art doorfr.IlM has impact· resistant, tempered. gla1s leni. Doorfrarnt is fully sealed with a close<k:tll sir~ gasket. fmish: Standard fillish Is textured dark bronze {OOBn polyester powder finish, with other al'(hlte<tural colors available. OPTICS -High-perfunnance segmented reflectors provide superior unifDnnity an<! control. Spedalty anod- Ized aluminum spot and grazer optio: arealSQ available. Reflectors are interchangeablt and have field degree- aiming capability up to 10' wlthouttools. R~flectors allow for tool-less access to electriul components. All optics meellESNA full cutoff criteria in lens-down orientation. ElECTRICAL -HID 70W· 1S0W utilizes a high-reactance, high power faaor ballast. 175W utilizes a conmnt·wattage autotransformer ballast Quick·disconnect plugs ea~j(y disconnect reflector from ballast and fixture from supply wires. Ballasts are prec:ision·wound and 100% factory tested. (SA, NOM or Irm required fur probe start shipments ootside of the US for 17SM. Not available with 175M SCWA. Ceramic meul halide lamps are ~ommended for use in applications where superior color rendition, lumen rnam-. tenanc:e and \ongef lamp life are desired. 5od<et: Porcelain, medium--base sodet with <opper alloy, n~-plaled screw shell and cenltt (ontKt. IMStAJ.lAnOM -UnWmi& mounting ph\ewi\tl integral. mounting bolts supports the ftxture fur eny, one-person Installation. umNGS -UL listed suitable 1or'Ne1 lootiotlsin up ordnwnoritntation. Ull.isCtd to USand Canadian safttystandanfs (see Options). NOM (ertffi~d (Iet'Optiom).INS rm4. US Patent No. OSOO,569. Caroidiin Patent th 107561. WARRANTY -l·ym limited warranty. (omp!etewarranty terms located at www.Muirvbrandtcomf(unomtrResourmfTermsandronditiQl)5.is!l). Nott: Specilicatlons subject to change without notice. Width: 15 (38.1) Depth: lB/4 (3-4.9) Ovmn Height: 9-1/4 {2S.5} "Ma •. We;ght 3S1bs IIS.9kg) ~ERI..I AKhitectural Area &: Roadway Luminaires ASWl METAL HALIDE: 70W,175W HIGH PRESSURESODIUM: 70W,150W a~ I--w_ ~D----I All dimffisions ire inchts (antimtters) un~ othtrwist indiatl!4. -Weight is (oofi9Urtd in uampl~ btlcw. ORO{RING INFORMATION For shortest lead times, confiQure products uslna ttanclard olrtiens (.hown in be'.). E I ASW Ximp .: MSR 1100 2120 lPI ASWl 's'riff, ..... ~-i, II. '1 r I : .... . ~~t'?~;;'~~y~!: ' ...... ' ....... ... ' "", . ,i ," : ~_J{;~K:~~~~~f ."\,) ASW1 i\'.rtal h.JOde SRl Segmented 12. (bllink) /bgM'tlc SbiRI!~d iDm!!~ Sflil!~dinstalled Ibl ... ) Dar1l bronz!,. L~ lamp 70M !yJ' ~ roadW~ 208' ballart Ib~nij SuriK. Sf Single fuse (120, m.l47V terturtd induded 100M 1SOM 175M1 WIIW!Ii< IIlWl il<li<l 70MHC lOOMH( 150MHC l!Jgb. II!llilIl<. l2diiuD 70S IDDI ISDS OUlOOOR ,.,. (WI Constant mount n/arB) om Sandstone. W Less SIll s.gm.nted wattaIJt Shipoed separalelt 11 Of Double fuse (lOS, 240,-48OV tuturtd ~mp type ill In Isolated .~nr 3<7 9l!JM B8W mrtri( 4,.' SMS< \egment>d S<WA Super lI' typ. W (WA forward llOS01l1' pu~. throw, start shiT, balfastt cutoff G' Wallgraz· ing" SP Ti9ht spot)·~ No'K 1 Thm ~tt~~s do not comply with C~tifom!i Title 20 rtgulatiom. 2 OC1£, X2012imlG1annotb~ordErn! ~ther. 3 Hotavjila~with HPS. E(.. OR), [XU, 00012 1)1' SP optk unl'lOt be ordettd together. Mustspt(ifyCWI in Canadi. (Iptional multi·tapballast (120. 208, 240. 277'1; 110, 217, 347'1in n/aT8) OfUT NoJturalalumi-'urbc, num.tm\l1td mOlln1 bad K Emerqency or(ui\"-11 box QRS Quartz restrike ~ttm~ II IIWIIG While. (wu~ DOl Emerqency orruit 12-voIt DBLe Black. (wi.nd (35W lamp included)l" n (RT Non-rtkk pro. 2OC12 Emergency drcuit ll-voIt te<:tive coating (black only) (two l5W lamps induclro)W,11 ~y~[ Il!.!ribl~ EiD~b~~ 0(2012 Emergency drcuit 12·yolt ODBKD Oar1l bronze (20W lamp included}l"l1 10(2012 Emergency circuit 12-yolt {two 20W lamps induded)W.1Z PE Photoelectric cell·bunon type (nJa T8 or4BOV)1l (SA CSA certified NOM NOM wtffied J INIl International IDipment fof 115M HS Housesideshield'~ Sl!i1!R!:d~r!111:1~' WG Wreguard VG Vaooalguard Carom-ship' is 12om7 in canad.l). Cansultf.atlDr)' for ivail;Jb!ewalta9es. Av.i~~ with 150M or lSOWKoniy. May br DNtrtd n an acctssory. PTtfixwith ASWI. 10 MUft~tctfyfmish whtn ordereti as an m,ssory. 11 Maxallowable wattage lamp includfd. DSIXD Black DNAXlJ Natural alumi· num DWHKD White DDBlXD Textured dark bronze DBLSKD Tutl,l"ed black ONATXD TextLRd natural aluminum OW14G.10 T&ttKedwhite 12 NotavaubltwitllSForDF. 13 M~ lit ortltrt<:lwllh fixtuTt;GaMotbtfH!1d innilltd. 14 A'I'aiI.bltonlyYriIh SR2 and SR3 diStrlb\i~ons. 15 Stt www.lithonia.cOm!ardlCoIors f~ additional (011)1' options. 16 Must be spKifitd. L/LP not MHabitWith MfK. ASWl Metal Halide, High Pressure Sodium Wall Mounted AIWI15tM m TEST NO. 1TL 1l8l7P ISOILLUMINANCE PLOT !Footeandle) ~ 'i o . 0.2 0.' 'I--i'\.' '" r o 1 ~ L! 2.5 o~ ~ F\'I \\ ~ ~ )\ II '->, ~ o 2 5 • 1SOW pulse start metal halide Ia"l). rated 14000 lumens. Footcan(le Will. based on 20' mounting hoig~. Clas:siliea6on: Type II, Shof1, fill Cutoff ASWl 150M SP TEST NO. lTl 13842P ISOILLUMINANCE PLOT !Footeandle) ""'''''''''''''''''-T''""''''''''' ., r r J---t---r---r-~r--1--~-2~ r f---r--+--+--+--+---1 1 ~ " H-+-+--+-+---t a §l ~ o ,1! z " I--+-+-+--+-+---t 2" ~ I---t--lr--lr--l----/---I ,~ ~ o ~~~--~~~~, o , , , 6 1 SOW pulse StaI1 metal halide lamp, r1Ited 14000 lumens, Footeandle vakles based on 20' mounting height ASW, lS.M SIU TEST NO. LTL 1)819P ISOILLUMINANCE PLOT !Footeandlo) ~ 'i 28 r 0.25 O. 5 -'" 1~ , · z Il 0:> J: I'::; ~'I ~ .,/ \ 0 r-'..1 ~ :::::. Ir"" o 2 • 5 6 1SOW pulae statl motal halido lamp, rated 14000 lumens. Footc:MdIe values bued on ZO' mounting height o-sificatlon: Type III, Mediun, SemioJtoff ASWl 150M 61 TEST NO. LTL 13843P ISOILLUMINANCE PLOT !Footcandle) 0<i'ii '.S 2.5 5 ~ t\ ~ ~ V o 2 , , 5 6 ~ ~ · 2" r · G 1~ ~ all ~ ,~ z " 2" ~ ,~ ~ o , 1 SOW pulN start metal halide lamp, rate<! 14000 lumllrtS. FootCllnclle va/u.ea bllud on 20' mounHng height AS1 150M 514SC TEST NO. llL 13821P ISOILLUMINANCE PLOT !Foote.ndle) 3 r iii 'w r ~ ~ 0 1 ~ ~ 2. 2. ,. 5 ... l ,ll ~ 0 , ,1! 5-z " , 5 a. 0.25 ,,, w U 3~ ~ 0 , o 2 , , , • 1SOW.,use stvt mct81 halide..,.,. rated 14000 lumens. Footeandle vaIuH !>eHd on 2fT mounting height ClassiflCa'tion: Type IV, Short. F"I CuIotr cr .. .ui1lel!ltlon: Unclassified (Type I. Very Short), Full Cutoff Classification; UnclasaifMld (Typtill, V.ry Short), Full Cutoff H .... Pholomttf'r( dati for othtr dimfbutlolll ~n lit I[(essed from 1M Lithonillighting wfb Sitf (wwwJIThoniuom), Far fltctriul dI¥J<Itristia consulT outdoor ledvricil daQ 5pedfi~tion shMs 1)1'1 www.lithonia.(O!.fl. Tstd to Currtnl ESN" in<! HUM mndards U!!dtr Slib1lize4Iibor~tory conditions. VMiollSoptratitlg 1ac101l tin GUSt dit'fmnces betwte1l laboratory aM ~I field rMaSllrert1l!11ts. Dimensionsllld spedflutiom II! ba!td en !tit most nrTHrtdlta"" an 1lJb;r<1lodr~. ,~ L/THDN/A L/GH17NG' - ( Existing Mounting Height )' _ C f F t New Mounting Height -orrec Ion ac or MDOOting Iifi;htComction Fulor (MoJ""'ythek lml bytht CDl'Tta:iort~or) 10ft -4 15ft ::0 1ft lDft = 0.44 ASII'IJU OUTDOOR: One Uthonia Way Conyef3, GA 30012 Phone: 770.922.9000 Fax: 176-918-1209 't'IYM',lithooia.com 0 2004·2012 Acuity Brallds ligMing, Inc. All rights I!ierved. Rey. 12120/12 Prepared for: Town of Agawam Department of Parks & Recreation 36 Main Street Agawam, Massachusetts 01001 Richard A. Cohen, Mayor Christopher Sparks, Director Parks & Recreation Prepared by: ~~~The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 Tel (413) 582-7000 • FAX (413) 582-7005 • ree -lver ase AGAWAM, MASSACHUSETTS July 18, 2013 Revised September 5, 2013 Aerial View of Project Site From South Sheet Index : L 1 Overall Park Plan L2 Overall Plan Phase 2 Development L3 Layout Plan L4 Grading & Drainage Plan L5 Planting Plan L6 Details L7 Details L8 Details L9 Details L 1 0 Maintenance Building Site Plans PK3 514 Concession Building I of 2 PK3514 Concession Building 2 of2 PK3515 Bandshell PK2545 Picnic Shelter PK3 517 Footbridge Plan Q o ~ w ~ :::EO > ;::::; c(m -00 3:" UJ .... <tz O "-,,-___________________ ~ ~_z .-W on .... z TOWN OF AGAWAM. PLANNING BOARD APPROVAL a: ~ 0.. DA TE: ;Jjl.£ i p?o/3 \ \ \ \ \ \ "t7LwDs \ \ " \ ~ \ \ , I • "' .-"", 1', ,--" '; \,/ / I " , iI, " --,,-"0' \ i r::: \) , " ,/ \ " ~ ~ , \ , ,~/ , k o. j ; i ~ I i I , , , : I ! o B o i .J t?P1I I \ , " \, t , " So Fieldl / / : I I, ' l I I I , , ! , , ' I \ : 1 ~l , ! , . I 'I I ! I I J ! ) : ! 1 I l : , , [J I o ff ~ " / / 1. ______ / Cl / L ----- / RIVERSIDE AVE. -----/ --- / Ii!) / I " r---------o ----------:---; 0/ o ~~~iThe . -BerkshIre Design Group, Inc. Landscape Arc~itecture Civil Engineermg Planning , Urban Deslgn . nmental DeSIgn Envlro t Massachusetts 01060 4 Allen Place. N~rth~~f (~i3) 582-7005 (413) 582-7000 . kshiredeslgn.com Email: bd9;@;berberkshiredeSign.cam Web: http: www. I 't be used for . . t intended nor sha I I 'anol seol of This draWing IS no unless the sign~d praf?S:r employed canstr~ctionlrPda:Ce;pe orchitect or cIVil. e~~xed obave. a reglStere aknh· e Design Group. Inc. IS by The Berslr Ie B rkshire Design Group, n. ress © Copyright ~eall ~f its contents are th:nd";hall not This dro~~~ ~~rkshire Design Grouf' t~~c'~ritten consent property of . any way wlthau I be copied or used In rk h're Design Group, ne. of The Be s I School Street River Road Park Phase II Massachusetts Agawam, Overall Park Plan Revisions . . Comments 8/2/13 -Per Engmeenng . Corwnents 9/5/13 . Per Planrung Date: Sheet Number July 18, 2013 Scale: Ll Drawn By: YML Checked By: PHW E Parkin I I 'C;f 11 \ l' vewa aces 0j -:;.J ter l?ark .0; .!;t-.v .0; ~. ___ . '-. Pia und :----~-. -';'-;-- Disc Golf (0.,. .... "" ical Picnic Area th Pavillio Walkwa \ tbri etland (ro~sing ( I / Walkw \ \ \ ~f f2 I . I \ ~ I , ~l./ \ I \ \ \ \ I I \ \ \ / I I ) I I ! / I I I + + + + \ \ I i '.J 'J 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 0::: ICz! ,'"- 1;5 , 1° ,2 IS i! ,0 12 , I , , \ \ \ \ \ \ \ ewFen Evergreen -~---~. i ------ !3as v / ~Pavi ~ -y oedchVoJl pjcnic Pavi /'" , cesv I I .'1 ~~_~The ~ Berkshire Design Group, Inc, Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582-7000 • FAX (413) 582-7005 Email: bdg@berkshiredesign.com Web: http://www.berkshiredesign.com I This drowing is not intended nor sholl it be used for construction purposes unless the signed professionol seal of a registered londscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. © Copyright The Berkshire Design Group, Inc. ThIS drawing and all 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 Berkshire Design Group, Inc. School Street River Road Park Phase II Agawam, Massachusetts Overall Plan Phase 2 Development Revisions , I / I 'I.y 8/2/13 -Per Engineering Comments . II 9/5/13 -Per Planning Conunents , I // , _v , I I,' Fiel Date: Sheet Number July 18, 2013 PHW L2 Drawn By: Scale: I J 1"=40' YML Checked By: Planting Notes 1. All nursery stock shall comply with the latest standards of the American Nursery & Landscape Association with regard to grading and quality. 2. All plants sholl 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 (8&8) shall 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) parts loam and one (1) part peat moss by volume, with a pH value of 5.0 to 6.0. 6. All trees and shurbs to receive two (2) fertilizer packets as shown in details. 7. Planting beds to receive 4" depth of bark mulch. 8. All plant material shall be guaranteed for one full growing season (one year) after i nsta Ilation, 9. Any plant material which dies, turns brown or unexpectedly defoliates prior to acceptance of work shall be promptly removed from the site and replaced with material of the same species, quality, size and meeting all planting specifications. 10. Planting layout shall be approved by the Landscape Architect prior to instollation. Planting Schedule KEY OlY BOTANICAL NAME COMMON NAME AF 4 Abies fraseri Fraser Fir AFB 7 Acer x fremanii 'Autumn Blaze , Autumn Blaze Maple AL 10 Amelanchier laevis Allegheny Serviceberry ARF 7 Acer rubrum 'Fairview Flame' Fairview Flame Red Maple AROG 8 Acer rubrum 'October Glory' October Glory Red Maple ASF 6 Acer saccharum 'Fall Fiesta' Fall Fiesta Sugar Maple ASL 4 Acer saccharum 'Legacy' Legacy Sugar Maple AXG 8 Amelanchier x. grondiflara Autumn Brilliance Serviceberry BP 10 Betula papyrifero Paper 8ark Birch BNH 10 Betula nigra 'Heritage' Heritage River Birch CA 6 Cornus alternifolia Alternate Leaf Dogwood CC 6 Carpinus corolinionum American Hornbeam CFC 7 Cornus florida 'Cherokee Princess , Chrokee Princess Dogwood CJ 6 Cercidiphyllum japonicum Katsuratree FPC 5 Fraxinus pennsylvanica 'Cimmaron' Cimmaron Green Ash FPP 4 Fraxinus pennsylvanica 'Patmore' Patmore Green Ash FSR 2 Fagus sylvatica 'Riversii' Rivers Purple Beech GTR 6 Gleditsia tria. inermis 'Ruby Lace' Ruby Lace Honeylocust GTS 8 Gleditsia tria, inermis 'Shademaster' Shodemaster Honeylocust LS 4 Liquidambar styraciflua American Sweetgum LT 6 Liriodendron tUlipifera Tuliptree MG 2 MetaseqUOia glyptostroboides Dawn Redwood NS 4 Nyssa sylvatico Block Tupelo OA 4 Oxydendron arboreum Sourwood PAB 3 Platanus x, acerifolia "BloodgoodM London Planetree PAC 14 Pieea abies 'Cupressino' Columnar Norway Spruce PK 14 Pinus koroiensis Korean Pine PN 8 Pinus nigra Austrian Pine PP a Pieea pungens Colorado Blue Spruce PS 5 Prunus sargentii Sargent Cherry PT 10 Pinus thunbergii Japanese Black Pine OR 11 Quercus rubra Red Oak OP 13 Quercus palustris Pin Oak SA 2 Sorbus alnifolia Korean Mountain Ash TCG 9 Tilia cordata 'Greenspire' Littleleaf Linden nG 6 Tilia tomentosa 'Green Mountain' Green Mountain Silver Linden TPGG 11 Thuja plicata 'Green Giant' Green Giant Arborvitae ZSG 2 Zelkova serrato 'Green Vase , Green Vase Zelkova CAK 12 Calamagrostis x. 'Karl Foerster , Feather Reed Grass MSS 8 Miscanthus sinensis 'Silberfeder' Silverfeather Maiden Grass PVH 14 Panicum virgatum 'Heavy Metal' Heavy Metal Switch Gross Detention Basin Planting Mix Rain Garden 1 Bio-Swale Seed Mix (Apply at 5 lbs. per 4000 SF) Swamp Milkweed New England Aster Pmple-stem Aster New York Aster Turtlehead Joe Pye Weed Blue Flag Iris Cardinal Flower Monkey-flower Blue Vervain Showy Tick Trefoil Bunchberry Virginia Creeper Ml!!'§!! S!, Ighn'§-Wg!1 Goldenrods Robin's Plantain Fowl Manna Grass Fringed Sedge Asclepias incamata Symphyotn'chum novae-angliae Symphyotrichum puniceum Symphyotrichum novi-belgii Chelone glabra Eupatorium maculatum Iris versicolor Lobelia cardinalis Mimulus ringens Verbena haslala Desmodium canadense Comus canadensis Clematis virginiana '!'!1~q~!HW! virgr!~t~w~ Solidagu rugosa, S. gigantea, S. canadensis. Erigeron pulchellus Glycen'a canadensis Carex crinua SIZE 6'-7' ht. 3"-3.5" cal. 7'-8' ht. 3"-3.5" cal. 3"-3.5" cal. 3"-3.5" cal. 3"-3.5" cal. 7'-8' ht. 7'-8' ht. 7'-8 ht. 2.5"-3" cal. 2.5"-3" cal. 2.5"-3" cal. 3"-3.5" cal. 3"-3.5" cal. 3"-3.5" cal. 3"-3.5" cal. 3"-3.5" cal. 3"-3.5" cal. S'-3.5" cal. 3"-3.5" cal. 8'-10' ht. 3"-3.5" cal. 2.5"-3" cal. 3"-3.5" cal. 7'-8' ht. 6'-7' ht. 7'-8' ht. 7'-8' ht. 2.5"-3" cal. 6'-7' ht. 3"-3.5" cal. 3"-3.5" cal. 2.5" -3" cal. ,3"-3.5" cal. 3"-3.5" cal. 7' -8' ht. 3"-3.5" cal, 2 gal. 2 gal. 2 gal. NOTES clump white multistem multistem white white white pink white -- 4-:r: .\/ 21 2M I .'fJ .v t .\! I 0/ .. , .l,I .; 0/ \/ ,0; .:,;' \ \ , 1 0/ ( \ '\/ 0/) \ 4 \ 1 I I I I Z I I I I I I I I WORK43E1WEEN THE W~RLY WETLAND LARGE ISO~D WETLAND IS NOT PART '--1----11 THIS PROJECT; THIS WORK IS PlANNED.v , FOR FUWRE DEVELOPMEfII1' AND INCLUDES CLEARING & El,(P.VATION, BIT. c.~C. WALK. BENCHES, PLAtmNG, DISC GOLF, AND FOQ]3R1DGE, AND ER~ION CONTROL BARRIEFt.1I ~ -.v ..;y ..... v ...:v ~' 0/ .Jj ..... v ..... v ...v 0) --v ,1/ ~ 0,,1 .jj -Y --- o + , ASL + , AS!. 20 40 80 120 . /0 .z /:5 ·tJ I~ .0 /2 • I . I I • I · I · / · } lie) Ii ::j .ct) !~ I;] .~ I-·0 I:? i -- - ~I ~~~The ~ Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massochusetts 01060 (413) 582-7000 • FAX (413) 582-7005 Email: bdg.!ilberkshiredesign.com Web: http://www.berkshiredesign.com This drawing is not intended nor shall it be used for construction purposes unless the signed professionol seol of a registered landscope architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. @)Copyright The Berkshire Design Group, Inc, This drawing and all of its contents are the express property of The Berkshire Design Group, Inc" ond shall not be capied or used in any way without the written consent of The Berkshire Design Group, Inc . School Street River Road Park Phase II Agawam, Massachusetts Planting Plan Revisions 8/2/13 -Per Engineering Comments 915/13 -Per Planning Comments Date: Sheet Number July 18, 2013 L5 Scale: 1 "=40' Drown By: YML Checked By: PHW , ___ ,~£~~~~~;==::::------STANDARD MANHCU FRAME AND COV£R COVER EQUAL TO ~lEBARON L32C19~ COVER TO READ "SEWt::R" FRA~E EQUAL TO ~LEBARON LC.32S" 30" ~---AD.AJST 10 GRADE WITH NO LESS THAN 6~ AND NO MORE THAN 12" or CONCRETE BRICK MASONRY. FRAME TO BE SET IN A fULL BED « MORTAR. ~~i5~i1j.:-_-,~:\-'-------FLAT 9..A8 TOP FOR A SHALLOW MANHOLES IT~~~--SEAL ALL JOINTS 'MTI-l APPROVED PREFORMED BIT. JOINT FlLLER Ibl-----MINIMUi.l 0.12 SO. IN. CF STEEL 1/ ,j--------t'h \ I PER VERTICAL r oOT, PLACE:D ACCORDING ;f'---TO AS'N SPECIACA110N C 47B 48""" OIA. '>--f'''----~~--"'-'."-'''''--_I-l SEE JOINT DETAilS BELOW r--++-----1N\rERTED ARCH WllH HARD 5~ MIN. CLAY BRIO< LAID ON EDGE r;~~"si~::::tt?~---SHEL.F OF STRUCTURE TO BE F 6M HEADERS LAID Fl AT [~~==~~L..~A;:::::=~~:::t-----BR1CK CHIPS OR CRUSHED STONE AND MORTAR 5" ~IN. 1· CLEAR ---L 0.80 OF PIP[ DlA. KOR-"'N--SEAl OR EQUAL ~'2"MIN F ' ~ .1 .1 2" "'N Ir FIll IN VOID BETWEEN SEAl AND BRICKS (UP TO SPRING UNE) SEcnON A A MANHQ! ESTEp ORO/"> ."".OOolT CC:ClQ~; CAST IN WAll ~ 1-CLEAR JOINT DETAI LS CHANNEL DEPTH PLAN 1 Sewer Manhole-Town Std. L8 Not to Scale CONCRETE COLLAR PLACE AROUND VALVE BOX PRIOR TO FINISH PA VlNG. SEE CONC. COLLAR OET AILS VALVE BOX 6" VALVE mON JOINT FIELDLOK GASKETS HYDRANT TEE NOTE: YMEN HYDRANT IS 00 THE END or THE LINE "FIELD LOK GASKE'I REQUIRED ON PIPE UNTIL 21' 0" OF PIPE ARE RESTRAINED (PR10R TO R£DUCER). 2'-6" ASPHALT CURB ASPHALT PAVEM ENT SEE DETAIL PLACE '/2" c.y, MIN. WASHED OR BROKEN STC»lE AROUND HYDRANT DRAIN F1ELOLOK GASKET 6" 0.1. NIPPLE PE x PE HYDRANT SEE SPEC WHERE WORKING SPACE IS UMITED, AND APPROVED BY D.P.W., M.J. SHOE WITH RETAINER GLANDS TO BE USED HERE Fire Hydrant-Town Std. L8 Not to Scale 'U STONE/RIP RAP BLANKET COMPACTED ~IN. RIPRAP BLANKET SIDE ELEVATI ON 8 Flared End Outlet L8 Not to Scale B I jCfMJ/. & GRATE r ~ ~ ~CRADE ADJUSTERS TO .; ~ SUIT FINISHED GRADE j'~r-~2~4-"--i'~·;~·:~~~?·:;~'r;,'~+· ____ ~B~"I_1 1;.r2-,& NOTES: 1. THE TREATMENT CHAMBER SHALL BE STORMCEPTOR ST<! 450i PRECAST CONCRETE UNIT WITH 450 US GALLON CAPACITY, 2, THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLCABLE. 3, THE COVER SHOULD BE POSITIONED OVER THE CLEANOUT/ VENT PIPE. " u,uOLE FOO" ,. 4 THE STOR~CEPTOR SYST£M IS PROTECTED BY ONE OR MOR£ :j ,~, H PVC PIPE ':, VARIES 'OFF THE FOLLOWING U.S. PATENTS: 84985148, #5498331, , ~EMOVA8LE ~~IN. 15" HIGH',; #5725760, 15753115, '5849181. ~, INlET TEE ./,," CAP ': ," ) STOO~OEPTOR· ~4-/" INSERT SEE NOTE 3 1N1ELf-,2" I p 0UTl£T 4"~ PVC PIPE ". I' .... 9" -~--"1 ,;::,C~UT.NE~. ~~ .-::: 12" 11 " ': J RISER PIPE '," I I :R!,~6 #-J I --t-ld--" J I :~ 1-..J ,. 12"' INlET 4"' OUTLET \ t( so" " OOWN PIPE RISER PIPE j'" MIN. (REMOVIJllE) ':'i. 48- .•.. ~'.:: , .. :: 12-1 INlET DOWN PIPE (12.5",1 4" ElliPSE) SECTION THRU CHAMBER SECTION THRU PLAN VIEW TYPE "c" CATCH BASIN TOP SHOWN r ------, 1-------, le. A : I L I I " I I ! I I I I I I I l'I'PE 'A,ICRAlE../ I I I L _______ I-------J .~;, , , , , •• ---"'.lR _5'" ------~.I BASe: . ',:: .~ 1------,. -,.,-----1 SEC]ON 8 -8 5' - 4" CATCH BASIN ALL CATCH BASIN TOPS ARE TO BE LAID LEVEL. REDUClR .'" 1-----5' -.- SECTION A-A " ALUMII>IJM IAANHOlE STEP DROP FRON T DESIGN CAST IN WALL j SlANDARD MANHOlE fRAME AND COVER COVER EQUAL TO -LEBARON L26C2~ COVER TO READ ~DRAIN" FRAME EQUAL TO -LEBARON LK 1'OA~ \'f=~ ~,], 11---------'~·tf.7I:=ihi~~ BRICKS MAY BE USED f OR GRADE ADJUSTMENTS to . FRAME TO BE SET IN fULL BED OF UORTAR PROVIDE 4'V OPENINGS !itt go IJ'Tw ",----:':;. ___ --MORTAR ALL JOINTS , WIN. 0.12 SO. IN. STEEL PER VERTICAL FOOT, PlACED ACCORDING TO AASHTO DESIGNATION ~199 , -f3 BAR AROUNO OPEIIINGS FOR PlP[S 18-DIAMffiR HiD OIlER. 1" COVER FLOOR OF STRUCTURE TO BE HEADERS ~D FLAT BRICK CHIPS AND 1.10RT AR OR CEMENT CONCRETE CLASS "A" (if HANO MIXED SE[ LA TEST SPECFICA nCf.lS) INVERTED .l.RCH WITH PIPE OPENINGS TO BE '--'--BRICKS LAID ON EDGE PRECAST IN RISER SECTION NOTE: fOR DESCRIPTIONS. MATERIALS, AND CONSTRUCTION METHODS; SEE LATEST SPECIFICATIONS I Ht-11tr llfi H~"- JOINT DETAILS I • • I pRECAST lINIl CAST IN PI ACf BASE 2 Treatment Chamber (1&2) Catch Basin-Town Std. 4 Drain Manhole-Town Std. Not to Scale TEE S TEES L, TEES L, TEES L, TEES L, 6")(6")(6" 13' 0" 10")(1 0")(6" 4' 0" 12"x12"x6" 7' o· 12"x12"x12 33' 0" 810)(8")(6" 10' 0" 10"x1 0"x8" 16' 0" 12"x12"1I8" 1;5' 0" 8"x8")(8" 20' 0" 1 0"x1 0"x1 0 ' 21 ' 0" 12"x12"x1 0 22' 0" TEES -HYDRANT BRANCH r TEES I L, I TEES L, TEES L, TEES L, r 6"x6"x6" I 20' 0" I 10"xl0"x6 12' 0" 12"x1 2"x6" 10' a 8"x8"x6" 15' 0" L ... TIIT"'-LDIIiIlI IIEl1UII _ oIUNIlII ON 0fJIEJI SIlE IF 1U ON TIll _. I-o-----L, '1 NOTES: THE ABOVE CONDITlONS ARE BASED ON THE fOLLOWING tJINltJUt.4 ASSUL4PT1OMS. IF CONDrTlONS DIFFER, CONTACT TOWN ENGINEER BEFORE PROCEDING. A. DEPTH OF PIPE IS GREATER THAN OR EQUAL TO 5 FEET. 8. FOR HYDfW'lT TEES. BRANCH LENGTH IS ASSUMED TO BE GREATER THAN/EQUAl TO 7.5 fEEf. F'OR TE~ BFWiCH LfNGTI-l IS ASSUMED TO BE GREATER l~/E.QUAL TO 18 FEET. C. LA'l'1NG o...vNomONS AND SOL, SIMIlAR TO THE FOLLOWING ~t'i"f1E 3): BENDS BEN OS L BENDS L 6" 11 1/4 2' 0" s" 22 '/2 4' 8" 11 '/4 2' 0" 8" 22 1/2 5' 1 0" 1 1 1/· 3' 0" 10· 22 ,/ 6' 12" 11 1/ 3' 0" 12" 22 1/ 7' RED UC ERS PIPE REDUCTION SIZE L 12" TO 8" 38' 0" 10" TO 8" 21' 0" 8" TO 6" 2 1' 0" I· L---il 0" 0" 0" 0" Not to Scale BENDS L 6" 45° 8' 0" 8" 45-10' 0" 10" 4S 12' 0" 12" 45' 1+' o· BENDS L 6" 90· 18' 0" S" 90· 24' 0" 10" 90 29' 0" 12" 9C1 34' 0" LEGEND THRUST RESTRAlNT GATE VALVE lightly col'IGolidotod soil -PtAsl\~fuf'!I.ND OR GRAVa. ~P----~[~~]------~g 9 L8 6 PLAN fRONT fACE W1lIJ PI'[ Thrust Restraint / MegaLug Gaskets-Town Std. Not to Scale OVfRFlOW CONTRQ WEI! fRONT flCE ORI'I:ES-SIZED ," a PIPE 27 .0 1.5". ORIF[!E FRONT tUVAfl6N A-A NOT TO SCALE SECTI ON 8 -8 NOT TO SCALE '. '2' Outlet Control Structure (OCSl) Not to Scale B 10 L8 CO MPACTED GRANULAR BACKFILL AS APPROVED BY THE ENGINEER INITIAL BACKFILL SPRING LINE OF PIPE HAUNCHING (SEE NOTE 3) BEDDING (SEE N01£ 3) L8 Not to Scale 6" • " - 0/2 D/2 6" CRUSHED STONE FOUNDATION AS ORDERED BY THE ENGINEER 7 L8 PLAN NOTES; 1. THE INSTALlATION OF PVC SEWER PIPE SHAlL CONFORtJ TO THE REQUIREMENTS OF AST1i4 STANDARD [)-2J21 2. THE EMBEDMENT MATERIAL SHAl..L BE 3/4" CRUSHED STONE J. USE HAND OR MECHlWICAI.. TAMPING TO COMPACT THE BEDDING AND HAUt4CHING. 4. GEOTEXTILE TO BE USED WHERE AND ~ DIRECTED BY ENGINEER. Sewer Trench-Town Std. Not to Scale 1 " p .00 II.'", X 311 OOflC( "L __ --L:UL~I ' 12713Q FRONT FACE COHlR()L WElR FRONT FACE ' .. FRONT ELEVATION A-A NOT TO SCALE SECTIO N B-B NOT TO SCALE • 12" Outlet Control Structure (OCS2) Not to Scale ~~~The ~ Berkshire Design Group, Inc" Landscape Architecture Civil Engineering Planning Urban Design EnvironmeTua/ Design 4 Alle n Place, Northampton, Massachus etts 01060 (413) 582-7000 • FAX (413) 582-7005 Email: bdg@be rkshiredesign com Web: http://www.berkshirede siqn.com This drawing is not intended nor sholl it be used for construction purpose s unless the signed professionol seal of a registered londscope architect or civil engineer employed by The Berkshire Oesign Group, Inc. is affixed above, © Copyright The Berkshire Design Group, Inc, This drowinq and all of ils contents are 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 Desiqn Group, Inc. School Street River Road Park Phase II Agawam, Massachusetts Details Revisions 8/21 13 -Per Engineering Comments 9/5/1 3 -Per Planning Comments Date: Sheet Number July 18, 2013 L8 Scale: As Noted Drawn By; YML Checked By: PHW PER PLAN ORGANIC WOOD 20% TOPSOIL 1 Vegetated Swale (In Parking Lot) Cross Section L9 Not to Scale ( OUTLET ~PE FROM OCS BERM CROSS SECTION N.T.S. 4 Detention Basin 1 & 2 Berm Cross Section L9 Not to Scale NOT£: 1 . tWHERE PIPES PENETRATE THE GEOFABRtC UNER A ONE FOOT THICk CLAY DAM SHALL BE INSTAlLED UP GRADIENT OF THE UNER. DAlA SHALL EXTEND MINIMUM OF 1 FOOT FROM OUTSIDE OF PIPE. 2. ENTIRE PIPE SHALL BE BEDDED IN NATIVE BACKFILL MATERIAL. PIPE SHALL NOT as: BEDDED IN STONE OR GRAVEL. FLOW • EXISTING GROUtI) EXWATE AND REt.lM TOI"SOIL. COMPACTIO SU8GRADE I / " " DROP-IN D.I. FRAME & GRATE BY NYLOPlAST USA, INC. OR EQUAL 24" PRE-ENGINE ERED DRAIN BASIN NYlOPLAST USA, INC. BY OR EQUAL NOTE: INSTALL PER ~AN UFACTURER'S SPEC. I 12" OUT " 2 Drain Inlet (DI) L9 Not to Scale DOWN TO EJ(lsnNG GRADE I I EJ(CAVATE AND RE~OVE TOPSOIL UNDISTURBED EMERGENCY OVERFLOW CROSS SECTION N.T.S. 6" GRAVEL LEVELUNG / 3 L9 UNDER D'I£RFLDW WEIR FULL LENGTH OF WEIR FLOW • DOWNSPOUT-PVC BOOT WELL VARIES SEE PIAN NOTE: IF FILL IS ENCOUNTERED BENEATli TliE DRY WELL. CONTRACTOR SHALL REPlACE ALL FILL WITH CLEAN MAT£RIAL SUITABLE FOR INFILTRATION (AS PER MADEP STORMWAT[R HANDBOOK, VOLUME 3, CHAPTER " PAGE 12) Dry Well for Roof Runoff Not to Scale --- 18" ~~~The S Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582-7000 • FAX (413) 582-7005 Email: bdg@berkshiredesign.com Web: http:// •••. b.rkshiredesign.com This drawing is not int.nded nor sholl it be used for construction purposes unless Ihe signed professional seal of a registered landscape orchilecl or civil engineer employed by The Berkshire Oesign Group, Inc. is affixed above. © Copycight The Berkshire Design Group, Inc. This drawing and all of ils contents are the express property of The Berkshire Design Group, Inc., and sholl nal be copied or used in any .ay without the written consent of The Berkshire Design Group, Inc. School Street River Road Park Phase II Agawam, Massachusetts Details Revisions 8/2113 -Per Engineering Comments 915/13 -Per Planning Comments Oate: Sheet Number July 18, 2013 Scale: L9 />s Noted Drawn By: YML Checked By: PHW ..-' - / / / 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 ;::! , I Site Plan ..-' / / / I I I I J '" " I I I I I I I I I I I I I I I I I I I J I - Planting Plan 1 1 I I I I I I ! / / I i I' /';; , , ( I / ,( , I' / I I I I SEE PLANTING PLAN FOR SPECIES KEY Adams 11 Liberty Street F.r.£. ee.so r-!1/-JiiI-~!!!!l!:!.J A_. II Libert)' Sitect -,-......:;:------ o 20 40 80 120 I / --J I / ----.oj I / I I / I I I I / I / I I / I I I ! I Garfield ,---,-..J~ .u ;;eymour /\'VeJllll: I / I I I / I / I I I I /0 I I Garfi~W "--,....-L1 33 Seymour Avenue ~~~The ~ Berkshire Design Group, Inc. Landscape ATchitecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01050 (4 13) 582-7000 • fAX (413) 582 -7005 Email: bdg@berkshiredesign.cam Web: http://www.berkshiredesign.com This drawing is not intended nor sholl it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. © Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall nat be copied or used in any way without the written consent of The Berkshire Design Group, Inc. School Street River Road Park Phase II Agawam, Massachusetts Maintenance Building Site Plans Revisions Dote: Sheet Number September 5, 2013 LIO Scale: "=40' Drown By: YML Checked By: PHW \ \ \ \ I o Copyn~ht 20 I I the"" d ... """'3' are the Intelect:uol property of C.f.P. CO. and .hall not Pe 00p,ed or ,bcl05ea to .any unauthorized partle5 In part or It5 entirety without our wntten pentll5'5IOf1, and they 5halt not be ~ for co05tructlOn unless approvec:.l "y a C.f.P. Representative. --Structure ErectIOn! l~tallatJon of thl~ ~tructure I~ to be done wrt:h Oil competent ~upelV15Of' In the con~tructlon trade,. ThI~ ~~r must Pe upapte of readlnt3 the drawln~(~) * fOllowmq Cedar FOre!lt Produ~' ln~tatlahon I~truch:>n' u~1ltj good (:On!ltructton pracbce~ and procedure". The contractor WIll De reqlllred to 5tum. cut and make adJu,tment5 of flttlnq for proper DUlldln9 erecbon. •• Returno, After receIpt of matenal., the ~I contractor IS respon~ilble for the condItIon, No merchandIse can be returned wIthout wntten authonzatlon. Merchandise WIth return authonzatJon must Pe 11 .. leable COI1dJt1O!l. A 35% ""'~ Fee ..,11 be char~ed. MerchandISe to be returned must Pe 5hlppec:lln5ured and fre:l-aht prepaid. DESIGN DATA I NOT ' FOR CONSTRUCTION I SNOW LOAD= 30 PSF DEAD LOAD= 15 PSf WIND LOAD= 90 MPH NOTE, CUSTOME>t TO VERIfY AU. BTATe AND LOCIIL CODes LOW PITCH BEAM RIGHT SIDE ELEYATION SCAlE : 114'-1'-0" "Cedar Fores-t Products wdl not Ve llaj,te for any unauthorl:zed held work purchase5 to rep.~/r"placeJfurnt5h matenals. Ivry pu-cha5es, most have pnor wntten approval from Cedar forest Products. 5'X 11 -1/4' TREATED S.Y. PI NE LAM. ARCH THE rOllOWlNG 'Mll Bk THE WP0N5IBIUlX 2F OWE85 I. ALl COIll5TRUC!10N SHOULD MEET STArr: "lOCAl BtDG. CODE RnMrS· 2. ASSUMED SOIL 8fAR1NG CAPACI1Y -1500 r.5.r. Au.. rOOTlNGB TO e~ ON UNDI5Tl.JR6W SOIt.. 3. CClNSULT W1TH A LOC.Al ReGISTEREO STR1JCTUFW.. ENGINEER If SOIL 6CAR.lNG CONDITIONS ARE OTHER TI1AN ABOVE. 4. DE5IGIoI. ~CA\lATrON AND CON5TRJJCT1ON or ni~ 5TRUCTURE(S) rQUNDAllON MUST Be veRIfieD BY A RtGISTfRfD STR.UCJUAAl. ENG!NEfR.. 5, OertRMlNe AU. OesiGN LOADS PeR LOCAL coor!I. CLASS "A' FIRE RATED ASPHAlT ARCHITECTURAL 5HINGLES WITH ~-.... 30 YEAR WARRANTY, TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS, OVER 30# FELT AND II I 2")( G' S.Y. PINE T. G DECKING WITH VEE GROOVES ON FINISH FACE ~)R1P~DGE "-,,, X 8' D OR BETTER CEDAR FASICA '-+-2' X I 0' SWAY BRACE (2) 114 BARS RUNNING L-___ CONT. FROM ANCH. BOLT TO COR.R.E5. ANCH. BOLT (NF) fA\ THICKENED SLAB DETAIL Q TYPICAL AT TIE BARS 4' CONC. SLAB WITH G" X G" 1/2' EXPANSION JOINT (NF) (2) #46ARS RUNNING CONT. FROM ANCH. BOLT TO coms. ANCH.BOLT (Nfl 10-flG BARS {Nfl--"l #4 STIR.RIJPS, 2'-2' 121 3/4' 0 EPOXY BOLTS (Nfl 2'-1 0'0 CONC. PIER (Nfl 12' VERT, O.C, (Nf) CROSS ::======~==~~~~~S~CA~~~:~~~4;"==~I~'~~' b. GDNCRETr: TO 61:: 3,000 r-.5.1. COMrRl55lvr.: 5TRENGl11 IN 2.b OAYS. 7. ReINr-ORCING STf fL TO 6E A.S.T.M. A-305 Dr:rORMEO. a. AlL COteT.wcTION 5\JRVf'(1NG ANO flEW vr!RlrACAl1ON or AU. OIMEN5KJNS. 9. I""ROVIOE AND INSTAll. All CONCRETe. RtiNroRCING STEfL. to AJ.OK)R 6Ol.T5. 10. UNLOAD ALL TRUCI\(S) De:UVER,lNG c.r.F'. MATERlAl5. II. t~cnON Of THE: 5TR1JCTl..IRf(5). CLASS "A" fiRE RATED ASPHAlT ARCHITECTURAL SHINGLES WITH A 30 YEAR WARRANTY, TO BE INSTALLED PER MANUFACTURER:S INSTRUCTIONS, OVER 30# FELT AND # I 2"X G" S.Y. PINE T,* G DECKING WITH VEE GROOVES ON FINISH FACE I 3' x 5" LAMINATED STIFFENER LAGGEQ TO TIMBER WALL @ EVERY THIRD COURSE wi 3/8"0x5 I /2" LAGS 3' x 5' LAMINAliED_ STIFfENER. (1Yr.) 10' TIMBER 5CREW5 THROUGH TIMBER WAlL-IH-l @ 3G" O.C. MIN. (1Yr.) I 'X 3" CEDAR TRIM -_...LI 4' CONC. SLAB (Nfl G' CRU~;HED #4 REBAR G' EA. WAY OF LAMINATED 5TlffNER (Nfl 0' CONTINUOUS CONC. -__ I fOUNDAnON (Nfl CONT. CONC. fOOTING (NF) (4) 114 BARS, CONT. (Nf) -~.- 5" WIDE LAM, LOW PITCH BEAM EDGE e''X s · 0" BETTER CEDAR FASCIA NOMINAL 5' X 8' __ ,CEIJARTIMBER WAlL (ACTUAL SIZE 3-112' X G-3/4') 1 " X 3" CEDAR. SKIRT BOARD o X 18' HOT DIPPED GALV, ANCHOR BOLT (Nfl •• , _ DIMENSIONS TO surr LOCAl CODES TIMBER WALL CR055 5ECTION SCAlf 3/4' I'-Ci' 1008 S, DMSION -BOX 98 ._ •. NF-DENOTES NOT FURNISHED BY CEDAR FOREST PRODUCTS TY-MOD. PAC8 .,-• N!W. POLO, ILLINOIS 61064 (815)-946-3994 (815)-946-2479 FAX WWW.CEDARFORESTPRODUCTS.COM DEALER NAVE: M.E. O'BRIEN * SONS OWNER NAME: CITY/STATE: MEDFIELD, MA. CITY/STATE/ZIP: SAJ,ESPERSON: ANDY BERGER KLY G/20/13 AGAWAM, MA. PK3514 I OF 2 (0 Cep;Tlght 20 I I these draWlnes are the Intellectual property of C.f.P. CO. and shalloot I>e copIed or dl~d05ed to any unauthol'l.zed parties In part or Its entIrety without our written permiSSion. and they shall not De used for construction unles.s approved by a C.f.P. Repre!;entatlVe. ··Structure Erection: Installation of thIS structure 15 to De done WIth a competent supervtsor In the construction tr~. Th!:ssupeM50r must be capable of readlnr;,) the drawlnq(~)" folloW'lt1g Cedar forest Products' Installation In5tructlons USlnta ~ construction practICeS and procedures. The contractor WIll be required to shim. cut and rMke a4lue.tments of f1ttmtj for prq:>er bUlldmlj erection. •• Returns: After receipt of materta!9. the ¥"Cral contractor 15 responsible for the condttlon. No mercl1anc::hs8 can be returned Without 'lNl"ltten . .fIuthorlutlon. Merchandise WIth return authonzabon must De In 531e~ple con"hbon. A 35% re5tocbng fee WIll be char'3ed. Merchandise to be returned mustbe .hlpped Insured and freleht prepaid. DE5IGN DATA I NOT FOR CONSTRUCTION I 5NOW LOAD= 30 P5F DEAD LOAD= I 5 P5F WIND LOAD= 90 MPH NOTE' CUSTOMER TO VERJFf AU. STATE AND LOCAL C0Df5 NOMINAL 5" X 8' LAMINATED CEDAR TIMBER WALL NOMINAL 5' X 8' CEDAR TIMBER WALL THE FOLLOIMNG IMLL BE THE RE5FON5IBIU1Y OF OTHERS I . ALL CON5TltUcriON SHOULD MEfT' 5TATl! 4 LOCAL OLOG,': COOr: RQMT5. ··Cedar Forest Product5 wdl not be liable for any unauthorized field work purohase5 to repalrJreplaceJfvrnl5h materl3ls. AIry purchases must have prior Wl"ltten approval from Cedar fore5t Products. 2. ASSUMED SOIL BEARING CAf'ACnY -I 500 P,5.f. AU. FOonNGS TO 6EM ON UNDISTURBeD SOIL 3. CONSULT WITH A lOCAL REGISTERfD STRUCTUAAL ' ENGINEER If 50!l "fARING CONOITIONS ARE OTHER lt1AN' AWIf.. 4. DESIGN, fXCAVATION AND CONSTRUCIlON Of THe 5TRIJCTUR.e(5) FOIJNDATION MUST Bf VERIflED 6Y A REGISTERED STRUCTURAL ENGINEER.. 5. DETERMINE ALL DESIGN LOADS PER LOCAl.. CODfS. CLASS "A' FIRE RATED ASPHALT ARCHITECTURAL SHINGLES WITH A 30 YEAR WARRANlY. TO BE INSTALLED PER MANUFACTURE~S INSTRUCTIONS, OVER 30# FELT AND # I 2'X G" S.Y. PINE T * G DECKING WITH VEE JIlES ON FINISH FACE \ . FRONT ELEVATION SCALE: 1/4" 1'-0" . G. CONCRETE TO eE 3.000 P.5.L COMPRf55IVf STRENGTH IN 2B DA'6. 7. REINfORCING STEfl TO BE A.S.T.M. A-805 OEfOl?MED. 8. ALL GON5TRlX;fION SURVeYING AND r!I:!LD veftifAcATrON Of AU DIMEN5tONS. ~. PROVIDE AND INSTAU. AU CONCRETE. REtNFORCING STEfl. 4 ANCHOR 6OI.TS. 10. UNLOAD AU TRUCK(S) DEUVERINGC.f.P. MATeRIALS. I ',. eReCTION 01" THr: 5T1WC"I'lRf(S). fASCIA r-6" X G 7/8' PORT ORfORD CEDAR COLUMN (ACTUAL ~IZE 3-1/2" X G-3/4') -------. ...,.-----r----~--------.-.... --------:-.-------..,....-.-------:-.------_ .. ~~'t -+--.._ .... ~iiiiiIIR -I" --------,.---------~-! ~ !L I I I I I I I I ~. !\~- MEN A A ~ daI~*id:rIr.I~fr.iIIz·.rzJ.j,J~ !z.Iz.&iifal1rrI WOMEN PLUMBING CHASE /STORAGE ...• :/ ' ... , ..... , ... CONCESSION .it ~' ~LARlMCIH'NI\T ,ED V ~ 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~:....-1--i---------;,-.-------~-.-.--~~-.-.---I---~----'+'-------,-;.--------+,-.-------11-'-·------~ -----,---i-------.-.-... ---.--"-..,;I. co. I~ 1008 S. DIVISION -BOX 98 POLO, ILLINOIS 61064 (815)-946-3994 (815)-946-2479 FAX WWW.CEDARFORESTPRODUCTS.COM 8'-0" ..... lII"a 8'-0" 8'-0" 24'-0" 8'-0' 8'-0' 8'-0" 8'-0" 8'-0' 8'-0' 8'-0" . ..lM':Q" FLOORFLAN SCALE: 1/4"-1'-0" . NF-DENOTES NOT FURNISHED BY CEDAR FOREST PRODUCTS QTY-I I MOD. PAC8 DEALER NAME~ M.E. O'BRIEN $ 50N5 OWNER NAME: CItY/STATE: MEDFIELD, MA. CITY/STATE/ZIP: AGAWAM, MA. SALESPERSON: ANDY BERGER KLY I (;/20/13 PK35 14 2 OF 2 o COWlt3ht 20 I I these drawln~~ are the Intellectual property of C.F.P. CO. and shall not be copied or dlscfosed to any unauthorIZed parties In part or rt:s entll'ety without our written permIssion. and they shall not I?e: used for constructIon unle55 approvec::l by a C.F.P. Rep~ntatlve. U5tructure Er~ctlOfl: InstallatIOn of thl~ ~ructure 1:50 to be done WIth a competent supefVl50r In the construction trades. ThiS supel'Vlsor must be capable of readmra the drawln~(s) *" folJOWIn~ Cedar Forest Products' installatIon Instructions uSln~ '30C1!A construction pracb~5 and procedures. The contractor Will be reqUired to shlfTl. Cut: and make .adjustments of flttm(j for proper buddm(j erect.on. .. Returns: After receipt of materials, the '3eneral contractor IS re5pOO5ll?le for the conGhtlon. No merchandl5e can be returned without written authorization. Mercharu:::lI5e 1NIth return authorization must be In 50!Ieabie condttlOt1. A 35% restockil'k3 fee will be chart.,:ted. Merchandise to be rewmed m1J5t be Shipped Insured and fr6leht prepaId. ·"Cedar Forest Products WIll not Qe liable for any unauthorIZed neld work. purchases to repaU'/replacelfurfilsh materials. Any purcha~e:50 must have pnor wntten approval from Cedar fore5t Products . DESIGN DATA I NOT FOR CONSTRUCTION I 5NOW LOAD= 30 P5F DEAD LOAD= I 5 FSF WIND LOAD= 90 MPH NOTE, CUSTOMER TO VERIfY ALL STATE AND LOCAL CODE5 IJ'""--5"X lAMINATED S.Y.P. ARCH ". FRONT ELEVATION SCALE: 1/4"~ 1'-0" 1-1 ------:.~-I' O,r---------------------------------;~~~~~.~~7~~.~~~~------------------------------------r ... " .. t ... : ••••••••• ~ •• ; •• : ....... . = • = ARCH (M) ARCH (A3) ,--2'-0"121 CONC. (2) #4 BARS (Nfl RUNNING CaNT. fROM ANCH. BOLTS "-~-------~~-TO CORRES. ANCH. BOLTS ARCH (A2) ARCH (AI) . ,.. .. . PIER (NF) 5'X lAMINATED S.Y.p. RIDGE BEAM 2'-G"12I CONC. F'tER (Nf) ~-5"X LAMINATED S.Y.P. ARCH TREATED .40 PCf . " ... • • ••• ". ,.<If ............. . . . .. .' .' ·c····~·.·:.,· 4G'-5 2'-G'12I CONC. PIER (Nfl ...... ~ .•.• : .. ...::~.I:., .......... "" . CONC.§~{N~---- FLOOR/ROOF FRAMING PLAN SCALE: 1/4"~ 1'-0' • , f.. N THE FOLLOWING WIll BE THE RESPONSIBILITY OF OTHERS I. AlL CONSTRUCTfON SHOUlO MEET STATE 4"-lOCAL BUJG. CODE RQM1"5. 2. ASSUMeD 50IL BeARING CAPACITY -1500 f'.~,f. ALL fOOTlNG5 TO BfAR ON UND1~TUR6lD 5OlL. ~. CONSULT VJlTH A lOCAL REGISTERED 5TRUCl1.lRAl eNGINeeR If SOIL 6fAF'JNG CONDITIONS AAJ! OTHeR TI1AN 1\6ClV'E, 4. DESIGN. EXCAVATION AND CONSTRUCTION Of1l1E 5TRUCfURf(5) FOUNDATION MUST Sf VfRJr'lfO BY A REGISTERED STR.UCTURAL ENGINeeR. 5, DETERMINE All DESIGN LOADS FER LOCAl. CODfS. G. CONCReTe TO 6~ 3,000 F'.~.I. COMPRESSIVE 5TRENGl11IN 2.8 DA'rS. 7. REINfORCING 5TEa TO BE A.S.T.M. A-305 DEFORMW, 8. ALL CONSTRUCTION SURVEYING AND fiELD VERIfACATlON OF ALL DIMENSIONS. 8. PROVIDE AND INSTALL AU. CONCRere, RflwrORCING STEeL." ANCHOR 6Ct.TS. j O. UNLOAD All TRUCK(5) DEUVER,lNG C.F.f'. MATfRJAlS. I I • eRECTION or THe 5TRUCTURf(5). ClASS "A" FIBERGlASS ARCHITECTURAL SHINGLES WITH A 35 YEAR WARRANlY, TO BE INSTALLED FER MANUfACTURER'S r---INSTRUCTIONS, OVER 30# fELT AND # I 2"X G" S.Y. PINE T" G LJtCNNG. WITn vct:: GI<.OOVC:::> ON r1N'::>r1 rAGe .... . . . .. . ... .. . RIGHT ELEVATION FLOATING SlAB (Nfl (2) #4 BARS (Nf) RUNNING • . . .. SCALE: 1/4"= J '-0' 5")( lAMINATED S.Y.p. ARCH THICKENED SLAB DETAIL CaNT. FROM ANCH. BOLTS TO CORRES. ANCH. BOLTS #4 STIRRUPS, • fB1t:::====== 24'121 12" VERT. O.C. (Nfl \::;.I SCALE: 1/2" = I '-0" TYPICAL AT TIE BARS . .. I ClASS "N fiBERGlASS ARCHITECTURAL SHINGLES WITH A 35 YEAR WARRANlY, TO BE INSTALLED PER MANUFACTURERS ON5, OVER 30# FELT AND # I 2"X G" S.Y. PINE T * G DECKING WITH VEE GROOVES ON FINISH FACE -+-1/2" 2' X 8" D * BETTER CEDAR FASCIA 3/4"121 X 18" HOT DIPPED GALV • r----+--ANCHOR BOLT5. (Nfl ,,---+--BACK OF STEEL BASESHOE '----+-3,0"121 CONC. PIER {Nfl '--+-G-#4 BARS (NFJ I EB CROSS SECTION SCALE: 1/2"= I '-0" 1008 S. DIVISION -BOX 98 _iJIID Jm NF-DENOTES NOT FURNISHED BY CEDAR FOREST PRODUCTS TY-MOD, BAND 4 .... "' .. POW, ILLINOIS 61064 DEALER NAVE: M.E. O'BRIEN $ SONS OWNER NAME: KLY G/20/13 (815)-946-3994 (815)-946-2479 FAX WWW.CEDARFORESTPRODUCTS.COM CITY/STATE: MEDFIELD, MA. CITY/STATE/ZIP: AGAWAM, MA. PK3515 SALESPERSON: ANDY BERGER I OF I i i ! i , , / f r;j; ! , \ \ \ \ i I I I I I I , -, " j' , t I f I f / ! ------,-----'-"---,----" ----.. --_. -- --.-_. _ .. ------._----_. Route 57 ~.~~ . --~~--.-.. ,". ----_. -----" -----------."._--- , . - / / // </ // ", / .~"--- , // / / ./ / / " " " , , //j' " / // , I ..... ( I " . I ! ! , . / .' ! ! \ / I , ' . I , I / ,i --' ~J / 1 ./ ,i 'o J 1 i' I / .-I , ! , , ./ ;' , / I / ! ! / , , / I I ! ' , ' I ! .... -'------- ! I / ! ! / I , / -------------------------------.---- . ---------------------_ ... ,. -- .. '- \ \ \ \ , .. / , / I / ! / i ,-_.----------- --------------------------'----' -_. _ .. ------------ ._-------,---- -----' .-_.-_._---------'----.. ........... '< ' ,-------~-.-.. -... --.----_.' Filename: School Street Park -Site Lighting,AGl ._------.--.------~-~--~=--~-~-------,--" -pUiDiDaite Schedule Symbol I Qty -1 Label Arrangement Total Lamp Lumen sLum. Watts LLF Description --------=-----+ "46=g=--==--1-'0=.7SI"'0-l--Lithoma AS2400S SR4SC 240 DSAS2 DF LPJ DDB SSS 25 4C DMl9AS DDB 25ft pole --+~46"'8c----+0 :C.""81"'0c-l"'L"-it7'ho'--nia AS2 400SSR3 :!4oDsAS2 DF HSLPi'DDB -SSS 25-4C DMl9AS DDB -25ft pole t---=r-~--El ~ \ ! I SL-l SINGLE 50000 I SL-2 SINGLE 50000 , I SP-I SINGLE 15800 CrueubtionSum~m=a~ty _________ ___ Label ---~C~a~lc~Tcyp--e '-~~~~~-=----= SITE llluminance I DRIVEWAY + pARKING _________ --1-Illuminance . SIDEW ALKB _______ Illuminance ------~~~~~--~ Greg Loda I Scott Dubey Lighting Affiliates 1208 Cromwell Ave Rocky Hill. CT 06067 website: www.ligbtingaffiliates.com Voice Number: 860-721-1171 x 254 FaxNumber: 860-721-7093 Email Address:gloda@ligbtingaffiliates.com .' ", , / , / (j --+--IS~9-0.810 Lithonia AS I 150S SRJ 240 DSAS2 OF LPIDDB -SSS 15 4C iJMI9AS DDi"lsi\poi;;-- Units Avg Fe 0.30 Fe 2.23 Fe 1.14 o Max 8.7 8.7 6.8 .I i , ! ! I / ".. .: ,. I. 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Larulscape Architecture Civil Engineering Planning Urban Design Environmental Delign 4 Allen Place, Northampton, Massachusetts 01060 (41 3) 562-7000 • FAX (413) 562-7005 Email: bdg@berkshiredesign.cam Web: http://www.berkshiredesign.com This drawing is not intended nor sholl it be used for construction purposes unl ess the signed professional seol of a registered landscape architect or civil engineer employed by The Beri<shire Design Group, Inc. is affixed obO'ie. ©Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any woy without the written consent of The Berkshire Design Group, Inc. School Street River Road Park Phase II Revised Grading, Drainage & Utility Plan Revisions March 26, 2014 Parkin g Drainage Date: Sheet Number November 8, 2013 SK5 Scale: 1"=40' Crown By: YML Checked By: YML