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8162_SITE PLAN - JAMES CLARK SCHOOL - OXFORD STREET 9 � (-a -a , S-� +e p C, V� ("'TarYIeS sc-k(:)C) ox - rd Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 fiPEI]�$�ti Tel. 41.3-786-0400 Fax 413-786-9927 a June 26, 2001 Richard Labrie Cn w Lower Pioneer Valley Educational Collaborative 180 Maple Street East Longmeadow, MA 01028 Dear Mr. Labrie: At its duly called meeting held on June 21,2001,the Agawam Planning Board voted to approve the Site Plan entitled: "Classroom Additon, Jarnes Clark School, 65 Oxford Street, Agawam, MA 01001" prepared by Roy Spencer Brown and dated May 15, 2001, revised June 20,2001 with the condition that the Engineering comments dated June 21, 2001 and attached must be addressed. Please submit three(3)copies of the revised plan for the Planning Board's signatures. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B.Hopkins,Acting Chairman Agawam Planning Board cc: Clerk --N LOWAA PK r WR VALLEY Ma or IN) ED�lCATIOPIAL COLLABORATIVE Y IN fit.street Building. &M LwWm aftw.MA 01=6 Engineering Te File k.:µt3)S2S�tIOa FAX:(413)W5-TM CW.Tel.:SM-4047 Paler:7 '�71f137 EMed:RtebrteW*NWX a fthwd Q Latin, WED NW: rwvr 1pvec am ExeoAn Dkedor TowN..oPAGAwAm MEMORANDUM � r �MP To: Planner Board CC: File, DPW John Stone From: Engineering Date: June 21, 2001 Subject: Site Plan- SP380 - James Clark School Classroom Addition As requested we have reviewed the site plan entitled, "Classroom Addition James Clark School" dated 5-15-01, revision 6-20-01, prepared by Roy S. Brown Architects and have the following comments: 1. The applicant should label the Finish Floor elevation of 105.2 as something other than "benchmark" as discussed. 2. The applicant should show any proposed and existing public utilities that are in proximity to proposed construction on the site plan. If new utility connections are made, the sanitary building sewer pipe diameter, slope,and cleanout (if length is greater than one hundred feet), and the water service pipe diameter and type with a five foot minim cover note, should be shown on the site plan. r . If you have any questions, please contact our division. kerely,s T.r Daley, P.E. Harold Piligian, If I.T E Town Engineer Civil Engineer I H:\ENGWEERISr EPLANISp380_02.wpd 0 TowN .OF AGAwAm MEMORANDUM - To: Planning Board CC: File, DPW John Stone From: Engineering Date: June 21, 2001 Subject: Site Plan - SP380 - James Clark School Classroom Addition As requested we have reviewed the site plan entitled, "Classroom Addition James Clark School' dated 5-15-01, revision 6-20-01, prepared by Roy S. Brown Architects and have the following comments: I. The applicant should label the Finish Floor elevation of 105.2 as something other than "benchmark"as discussed. 2. The applicant should show any proposed and existing public utilities that are in proximity to proposed construction on the site plan. If new utility connections are made, the sanitary building sewer pipe diameter, slope, and cleanout(if length is greater than one hundred feet), and the water service pipe diameter and type with a five foot minimum cover note, should be shown on the site plan. If you have any questions, please contact our division. incerely, James T. Daley, P.E. Harold Piligian, .I.T. Town Engineer Civil Engineer I H:IENGINEER1SrrEPLAN1Sp3$0 02.wpd TOWN OF AGAWAM E .. MEMORANDUM =* JUN. 06 47.,Y' -PLAN To: Planning Board CC: File, DPW John Stone From: Engineering Date: June 6, 2001 Subject: Site Plan - SP380 - James Clark School Classroom Addition Per your request dated May 231, 2001 we have reviewed the site plan entitled, "Classroom Addition James CIark School" dated 5-15-01,prepared by Roy S. Brown Architects and have the following comments: l. The tale block should list 65 Oxford Street rather than South Street as the school address. 2. The applicant should show existing and proposed elevation contours on the site plan. The applicant should also clearly identify existing and proposed areas such as but not limited to buildings, pavement, walks, parking spaces, etc. 3. The applicant should show treelines on the site plan. 4. The site plan should be stamped by a Massachusetts registered professional engineer. 5. If directional traffic flow is desired in the parking lots, the applicant should show directional arrows or signs on the site plan. 6. The applicant should show any existing and or proposed exterior lighting on the site plan. 7. The applicant should show the location of any existing and or proposed dumpsters with screening fence on the site plan. 8. The applicant should show a benchmark on the site plan. 9. The applicant should obtain a storm drain permit. Drainage calculations may be required to analyze additional runoff from proposed construction and to examine existing site conditions. 10. The applicant should show any proposed and existing public utilities that are in proximity to proposed construction on the site plan. if new utility connections are made,the . * sanitary building se er pipe diameter, slope, and cleanout (Agth is greater than one hundred feet), and the water service pipe diameter and type with a five foot minimum cover note, should be shown on the site plan. 11. The applicant should dimension parking space lengths, widths, and aisle widths on the site plan. Shown below are some applicable dimensional guidelines taken from Institute of Transportation Engineers "Guidelines for Parking Facility Location and Design" April 1994: Basic Stall Stall Depth Aisle Width Wall to Wall Width (ft) To Wall (ft) (ft) (ft) Two Way Aisle - 90' 9 17.5 26 61 Handicap and Van accessible signage should be shown on the site plan in accordance with standards set forth in "Massachusetts 521 CMR: Architectural Access Board" and in the federal "ADAAG Manual." 12. The applicant should show the following details on the site plan: sidewalk section sanitary sewer trench section (if applicable) sewer manhole with brick invert (if applicable) drain manhole (if applicable) 13. We recommend the following notes be shown on the site plan: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backf lied without the permission of the division". "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." "The contractor/owner shall be responsible for testing any existing Town gate valve where a new connection will be made. The contractor/owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing of the new water rnain." If you have any questions, please contact our division. Sincerely, Jmes T. Daley, P.E. Harold Piligian, E.K. Town Engineer Civil Engineer I H:\ENGlNEER\SITEPLAN\Sp380-Ol.wpd 1 TOWN OF AOAWAM :tw 36 MAIN STREET AGA WADI, MASSACHUSETTS 01001 �. Tel. 41 7'86-0400 ti MEMO TO: Building Inspector, Engineering Department,Police Department,Fire-Dtpertrnent FROM: Planning Board DATE: May 23,2001 SUBJECT: Site Plan-James Clark School - Oxford Street Please review and comment on the attached Site PIan for James Clark School, on Oxford Street, prior to the Board's June 7, 2001 meeting. Thank you. DSD/jsg Attachment AGAWAM FIRE DEPARTMENT APPROV E DATE.........5 ... .SIGN f i w MAY 2 9 2C1 Ei uU U 1 SHEET . OF AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: May 31, 2001 DATE RECEIVED: May 23, 2001 DISTRIBUTION DATE: May 23, 2001 PLANNING BOARD MEETING DATE: June 7, 2001 APPLICANT INFORMATION 1. Name of Business: Lower Pioneer Valley Educational Collaborative Address: 180 Maple Street, East Longmeadow, MA 01028 2. Owner: Same Address: Same Telephone; (413) 525-0003 Fax: (413) 525-7034 3. Engineer: Roy S. Brown, Architect Address: 85 Chilson Road, Wilbraham, MA 01095 Telephone: (413) 569-2360 Fax: (413) 596-2360 PLAN REVIEW Scale: 1"=20' Date: May 15, 2001 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed addition to James Clark School. Dimensions of building should be shown on plan. Site Plan Review Page 2 Description of Site: Site presently in lawn and shrubs. Provision for Traffic Flow: Unchanged. Parking: Some parking is being moved slightly and twenty-one new parking spaces are being provided. Drainage: Must be approved by the DPW. Public Utilities: Not shown. Landscaping/Screening and Buffers: O.K. Sign Location: Not shown. Exterior Lighting: Not provided. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: N.A. Other Comments or Concerns: i� A�,f : r I rOWN OF AGAWAM ,: 36 MAIN STREET AGAMAN1. M.JiSSACHUSETTS 01001 y�, r Tel. 41376-0400 ti MEMO TO: Building Inspector, Engineering Department, Police Department, Fire Department FROM: Planning Board DATE: May 23, 2001 SUBJECT: Site Plan - James Clark School - Oxford Street Please review and comment on the attached Site Plan for James Clark School, on Oxford Street, prior to the Board's June 7, 2001 meeting. Thank you. DSD/jsg Attachment AGAWAM PLANNING BOARD ..' Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business.— g4LRZt ems' Edi1J !'� Address B/o Telephone l S —o 0 0 3 Fax 13 2. Name of Applicant/Owner Address Telephone Fax 3. Name of Engineer/Architect Address �� ` 4l Ni XV Or® F Telephone(( 2 3 & d Fax j��0 (e i— 4. Please give a brief description of the proposed project: i �P MAY 2 3 2001 R � �P L Revised 9/12/00 . .- ..- .< 'a, �_ __..,-� ".. .... -...w- ..x. ,.... ...... ., :.,r.. _ n-.. ..'M*hrr � -L.ww"t.. -�+1e�M�'•e-. ..+:'�rw. a.ar- ':->Dvw• a8�'. .:-r „ as E - 1 \ r i sm Ll I + f I Jv - f JO- y � I �. tt �� .a"`, 1 4 LA 1 r a _0 x TO 0-4 mI ,.. CHECK DATE REVISIONS DATE m HI G L. �? _ +- 3 ROY S. BROWN ARCHITECTS Il DRFTSN IVINGR. 85 Chiffon Road O PROS Wilbraham, MA 01495 ARCHt � DATE Ph. 413 596-2360 / °- Fax 413 596-2360 A 6 A Yam'/ A i IAA . + 1 C.�0 PROJECT NO. !-A�-b� CQPYING WITHOUT W ttTTEN PERMISSION 8U13JEGT. .10 LAWFUL.,.0"1R TIQ-#�1;:. .:� , ...;... _ . 1.:. - - ,._: _ : - _ .. 1. ." . ,- .. � - _ _ �:._ . . ��, r - z . *, i �,41:1 . A a I + . -- __ _ _ - -- - : _ . u�w NIAF P, # - _ _ . _ ,_ =r--,- - r :: .. .. ,;. . I: � i 1 � - --' ___.. . AJ1. - - O. _� ` - I I _ _ : .. _ r , r, r - .� '/ _ �� } - .: -. .. a i . . _ _ , ( .-_. _ ___ 1 . _ �- .. 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' NV T, I �� A , � Tex , M. o �A �. , . . 14The contractor will be inquired to 1 osrles Airport Jt59 �~ ('� I� •verif -all of these dimensions and : 41� � '� �1 G A L. l l . ;� T • gradeyelevations at tha �obsi to y " "ounce F `/ I prior-to starting constiEuction. w;ae a sr,� � = '�+, W , � . ,.. �� A� I . LL// F 12. . All':new,'concrete shall be. 3000 Psi _ u - �Y x rt--i!#'� t .T��1 -' tt< I 1, I co crate at 28 drays.. ' q. K r/�, ah 1 3'. ,AlV new concrete-shah be. inita led , tY'), ' ,s.�s YIE x 1 7 - - _ _ .. _ , . • , . " I naccardance with.A:G.,z 341. f " " ;8 Yrc:ri r9'A r, •; ,11i / I % N,.elwf Or j, 75 N �� �4 ff {j3� I A. AL1:hew'-foot Ags:•shrill-�*&":Lsetalled -.; � ` GLA�� 0���•_�F�` . TYF I "' I r L1 G % f4� �`.."TO � n,Un MATCH _h, :L. +�,. ..: d�s zbe soi Advise Ax'c i on t. d 1 = G. j " ' ; if Sur�Slaitable soil is. enco+uitaieds. 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F' ® 1' '�• f1I i I I !: l c.. I few ' [� : ' 1 - - _ i1 r:� r�✓� �l J ^ (, Mi I _ 4r. :.��J ty .J r f' _ - - -- '��$• rsI.. 'Z r `f t y1` C 4 ` a^� i l 5 _ r ru q V , � . --- � .Iev c � f F i r r 3 F--- t 1? /n;i t I { - � T\ .G I 0. �, Y►_.. _ ".. .. . .. I, .3,�r?�. _fin ` j . __ n.r.,7.a s. - �._ lY - -- I ...rr"3 •�� \,J tom.^`1.p�" -- Pk ., ' a. I t � L' �-._.mac "' 1 ._ •. - 47 ���t 4 Nr-.[.•H p�_� `�, _','L .'.. \ E I I 1 ' I r n I K. �C 1W71. fry '�, _ - r• .f _ . . , . - r� SHEET � � 0�') 4 . . r1. - _ - - _ - � . . q. . . . . . . . . . . j: '. . . i [" of , �:. -,:,,.. . : , . . . , 0. . . .. 4 - :- - - - - -. ..-,'.. ',i . . .. 1,. . . . .. 1. .. i . . . . .1 . . . . . . . . . I - :' .. ".. .- .'. .. -: -.'. -..: is ..! - . I.- I . . . Z I �h 1. _ - , . I - -. �. .. _: - .. ., .. - .. ,. , - _ _ . *-R : - . : - U . . w, ,., . r- ,. � " ._ ,. - To x 1 coca -h sawn painted ;_ _. � _ 1 2 anod xt r e Th rm 1 , p g A o: f l�C1IAL N[3T S; G. E ciao Env toe e a Performance. U values r allied b code " •.. _ P Y 1. -• Dine r . 11 x < . . - - C 1 4 rough h sawn painted d ded. � _- g P . .Lint n codes as awn. . f !Dole ldt and deli nod/shown lens o#, allow U", .. u�red to meet the of -' � ,k ublw _ ., bu�Jtn s-are req 8 g . : ,,- .:-� - . � P Doors 1 r : >. - ,, x 4 ougli sawn palates ; State Building Code 6th Edtttoti ...,. ............ . Massachusetts - _. ,...... 0,140 .. 1 �Vatia .. ... ,. .. ,.. i W ndows. 1 x 4 rou h sawn elated . Electrical rawi s be sta ed.b a licensed Massacb setts; r P. 9 P attons A Y Architectural Access R 1 .......... .. 1996 l�Vf521 C1 Ar 2. Rona" ••.•...•••sse...••., O,v.+.� , - .,. - - ., ' - ,,. ..> . x:: at .. . e- 4 rough sawn lm 1987 BGCA;Nattonal Mec hattteal Code .. „. , Floors ...•........ ......................•.............._ 0 M Lwe~ 1 x ugh wn rated ., . . .�51 : . . . . .,. : ov r ad rotes t be rovl .fir all motors . Thermal a to ttoo c .: " R 7 12.Q0 P . _ _ c Code Wf52 CM1t _. :. ;;z.: _ _ . 2 Total veto e..........................�,........ 0•@'�'3 . 199E National Electra . . . taendments l�usetts A ,, _ Roof, ' Masses ,., . _ .. : 4. . L A. Roof Fratri' " Disconnecting means wtthln st ht re utr for all_ and a a <ber is 2 x 12 #2 Hem-Fir rafters 4"a.c.transv 4 a d.Plumbta Code D t► pg 1. 8, q ed l g 1995 Massachusetts Fuel Gas n g • ' . . . e © . Americans with Disabilities Act watts. amag. 2 tapirs a ilea. s t n sewalls mate. . 1991 Amer . . . , r , . . . . . x walla a nd mate beam' { . - Buildin S_Specifications 1. . . . P m, ,: line tf or ; : C. Roof Frattt 1 x 4 sloe ors a.c. Weather roof protection r uired for all outdoor it is anal/ rece .t p C' P p R k .1 I ». . . .: .. . , . . .. r,. ' D. iVlate Beaxu: 2 billets of 1 3/4 x 18 high micro-lam Ps ate ll� J', y . #aott.. R30 Kraft faced fi las Z. All f tarescent fixtures require thermal protection and a r-clea 1. E. Insole be s bait . eq p p rg type Fratae . p. . . . licable f incand t fixtures F Sheath 5/8 CD 1 ood w/exterior line insulation. Also arpp ur escea P Yw b , ._ ...,. : - Jr. 1-BM Perimeter r w/cro 4 w ;,_ , A. t 12 to asinembers 8"o,e. . Yl A C . G Ceiling System: suspended - r. . T rd fssure w12x4 ' ay �` I - . '�:: g Ys 8 Pa o Dtsconne swatches used for motors roust be horse owet•rated r 4 -1 H Ceiling System: if raw um: dbl la ec 5/8 Kin eerritlor . . P .. BYPs Y ac . „ . . t: 8 fl . . Architect, . .. iling Heigh • usetts R tstered <4 - 1 l drawtri to be slam b a Massach eg .,., A. Bottom Board: Plastic roll �` Architectural Y . . type I. Ce ;." .. .J. Roofing: mrl larm etc. 4 E.P.D.M. - adhered All wires electri :tole hoe communtcattoit, fire a , m " . g d ►n ' g( ., P " o. . B: Insulation; R-19 Kraft faced fiber ass bait gl tYPe K. M L.Roof . E.P.D.M. . plenums must be installed in ro er racewa s or lie a troved ; caib� ,: , - . � Vim• o area access air tt �, t per 150 feet of a P P Y pp r ., r one 1 square foot ,,., r vide crawl . ace ventilation o ( ) q P ,,. a ,. C. Joist`: 2 x 6 #3 s or better 1G o.c. installed l tudtnal1. _,. .. . L. Drip Edge,. staridard.J colt' 322 c & ex.4. Net Romex cable ermttted to this s ace o . " ntraetual terms between ( ) P r C4? Y► P imam at site ttntle U e 18 x 2.4 min D lci Sf8 wood sou cc ,e ; crawls ace she b { v , ' D ec n ly ble la,layer T & G edge e. c+3 F _ h . v, g p a wall. 3' v rh ::..,a endwalls on c� ., 111�. End o e as an , CV :,., and owner/user).nerliiser . , , , : custo az .: >ilr Coverrn rn classrooms 28 oz car t low level loo to back g { ) Pe p ,, , `: . .. „.. do N GX ' . r ast shall a su rted direct tt� bull r vents. 4 6 lit h o�vered shi loose r„,,, Electrical fixtu es containing ball b Apo ly ` . - . . g A ' . ( ) LO . - ,, c Vent . 1/2 an n t structure code. Q s wire mesh screen under endwaB verb . cycled with a maximum edge a lrei ht of d v Per ,,, K overhang . f oorwa s shall be b g g F. Covering- in connector Afro rubber raised dot (?rbitile" o Threshcrkl o d y c.. ;: g ( ) " u » y ra m . G r Lyle, color let match dated t . • slope' Mate-lens floor. Hold back aowerkn , bold hw*k s�� '7 -1/2�. :�; �6 M : more than 1.2 s ape u 4 k s _ Exterior emer nc ll iron to be supplied lied and installed oar site. � aluminum w/baked on aint ?w U P.. utters Y g g PP P - Downs. Q g 3. Q, pouts: 2" x 3" corrugated rectangular w/offsets,elbows awn . X Walls-Exthat/ml: A8 00 3 a W Mechanical NotesI. A, Exterior Studs: 2 x 6 @ 16" o.c. wl double top and single bta►m plates wall hangers each, minimum and one concrete precast z . B. Insulation: R-19 Kraft faced fiberglass batt type splash block each 0 . Mechanical drawings to be stamped by a licensed Massachusetts Mechanical P.E. 1. Building Information w st top and bottom . C. Interior Studs• 2 x 4 stud grade @ i5" o c. 1 'ngle a 5. Exterior Doors^ U ' Door: st steel frame. Ducts shall be per SMACNA guidelines, galvanized,construction shall be per code. A. Use Group Classification ...........„...........•.... E - , ee plates . D. Int. Insulation: R 13 unfaced fiberglass batt A D B. Constru 'on Classification......................... 5E 2'xx 3, safety insulated l tee ga eel E. . t 3 s ad 6 o.c. wlst g top eats bait©tn B. ate ksets m h ster Guards shall be provided where appliances,equipment,fans or other components C. Design tcupancy Load Mate-Line Studs-. 2 x bud grade @ 1 'n le A e,. r classroom .....................•..,.. .., ... 40 plate C. Hardware: Panic ddev device,lever type,Arrow ¢ that require service are located within 10 feet of a roof edge per cod .. . F. Covering: 1/2 vinyl covered gypsum• class.M. P . D. Type of Fire Alarm system automatic(on site) D. Hardware: closer: series#1230 LCN G. Interior Trim: Vinyl Base: 4"vinyl covebase E. Design Live Loads n E. Finish: painted to match trim - � Ceiling Cove: 1" vinyl wrapped wood battte �� 1. Walls.»...................................,.........21 P•S,F.(witid horizontal) F. Accessories: drip cap 2. Roof.................................................... 35 P.S.F. . Window Casing: 2-.1/2" casing painted 3. Floors ..................................•......_....... 70 psi{classroo> .. e . Trusses and foundations to be stamped by a licensed Massachusetts Structural P.E. H Wind Berri r• Tyvek cn 100 psi(corrid L Sheathing: 5/8"sheathing grade gypsum (dbl layer on exterior p . {.- s)s rated wall) ; 0) 4. wind uplift............................................ 18 ' 6TCc ll�T U z / L. !�'�T��,. P J. Siding: 5/8"T1-11 plywood with grooves @ 8" o c. < � ,. F. Type of Heating System: Gas W �' I�. Skirting: T1-11 to 5/4 x 8 P.T. with Z flashing j T_ 12b0F M'I,O L3v�LOAP= 3 ,,W, . ga d -r,t,TAt- LCA9-4!;o P,�F� t L. Ext. Trim: . . .. Bottom: 1 x 6 rough sawn painted .----i W . LIpl. L ..4A, : . , - . . - ------ ~ _ t' ¢ } - A j - _ V €.r�G "( "t + Conduit: R/1:', - _ €.Pry�i2G,M' '1C� „ abcvtt gl o ► 6. Interior Doors: i 1, Alarm. 2 x 4 box w/314 Emt& pull wire t41. 1. 0 . l gal:1Pc . � �x A. Door: 36 x 80 wood solid core � f slag pull stations 1. 11, Speewt% La uC O _,_,.. . &. Frame: steel, rated equal to door -` Z. Alarm: 4 x 4 box w/314" Emt& pull wire to above: 4I A,. Slidveua met wire s�with rod _ Z C. Hardware: Ke Keyed lever se match existin master cln born/strob 1.1.e AlbeeMmeouss 4 x 8 alum.framed cchal rd w1 triple,eb jk U Y g g B. F ~ D. Hardware: Standard Mortise hinges 4-1/2 x 4-1/2 3. Alarm: d a 4 box w/314" Emt& puff wire to above tmy w . Z E. Hardware: wall mount bumper standard . . cing smoke _ buo"Ha> 4 x 8 alum.framed tact sr� (ship loose as LL 0 z ou ¢ O :. F. Finish: prefinished oak by door manufacturer 4. Intere6tn/Comp: 2x4 J-box w/3/4: Emt w/pull wire to above°` Ir aM as < Er required)- Q a . 1.. D. Miseella leow: 24 hook coat racks'on a pine,board painted G. Door: 32 x 80 wood solid core ce8ng . H. Frame: steel,rated equal to door 5. Exterior Horn: 4x4 J-box w/3/4" Emt w/pull wire to above - . 1. Hardware: Keyed lever set - ceiling ; _ : 4 . . J. Hardware: Standard Mortise hinges 4-1/2 x 4-1/2 6. Fire Alarm:, octagon J box wf 3/4: Emt w/pult wire to above . K. Hardware: wall mount bumper standard, floor mounted where not ceiling G R 15l�E T5 ', K1-k'F'r M A l.� I��V e1=44!L•L 9 AT�Q.T_A.L.. hazardous .. L. Finish: Match existing building L Public Address System",, Tie into school's main system including. G k0 RY A L"I,_ L`(tA1 obt� Co �T GT I f-'r! speaker,and handset with privacy feature 111( ` PL A 4 T t L i,A to 1 rIAT E, r-clr,M I C R O fz= o hJ • . _ 4 4" AG- P L.Y Wra0ta 60 d N 'flr�TZ,>P7 7. Windows: Extflnt J. Computer: Provide and Install: i= r A. Exterior Window: ,. x 48 horizontal slider upgrade aluminum 1. 1" empty conduit to ceiling,J-box from 4 x 4 wall box and I-oG �� "fWQ §T 1J k h O zc� Efff-0I/ I2 n 12' � '€2 5Lo>�E fb1? L yp ti } `�-( D7 TY I GSA (bronze finish) insulated glass,low E,Argon filled blink coverplate F%AM lr i 1 S GA 13k6 r) Iq GA n4'C''r, Ike �I+ELF Ijrp rfo 1 3-Z ra � _"iA 1 2. 1" empty conduit to central 4 x 4 J-Boa above ceiling in . . 6/ �'' laL;1f5ir5 T#T., (j) .y �,, 1ik0LiGtlE. HIQt✓ C", 8. Electrical: connecting corridor k HAT 5 H� LF )' t r I N G t g 40aK�, I Vbj I.3L L A• Service: 1201208 volts, 3 phase, 4 wire, 60 hertz . f4vak. SU!4T> Zx� ANT %4" FL•{wD KICL B. Main Panel. 42 space 3 phase NEMA 1 w/225 amp �S� l: A t4 V 4' ?LA5�a Z COV� Fjhg e tf . C. Service Entrance: 2-1/2" EMT thru floor 9. Lighting- Int•/Ext. D. HVAC Disconnect: NEMA 3-R Disconnect as required A. Ceiling Lights: 4', 3-tube Jiff: fluor, lay-in w/32w T8 lamps&k E. Wiring System: Min#12 AWG(90 deg.C'copper wire) w/ground- electronic ballast 1 . EMT (3/4") B. Ceiling Lights: 4', 2-tube dill. fluor,lay-in w132w T8 lamps 8 ___.._ __..___� __-____-___..__ ___- _�-_ --_ _- - H M I�aL L A vJ M ETA L ,... F. Recept: electronic ballast _�� C __, _- - --- - - -- _: .-.- [,w QO p f. - -- _.--- - r - -- - - - - - - --- - rece ts: duplex roundin type, volts, 2q am 6i L-4. o I II W _ �.. _ 1. A P g A C. Exterior Lights: 70w, HPS wall pack . g A �.�, ,W L-0CP� "t la. h� -: V+� I��-� I~� �.1�.��- �����. 1�I.������ � .C�.� ���V _ t�S� � �oT�S ,� Ext. recepts: GFC protected duplex,ground G, 125 v,20 Emergency g emergency g r y P _ - ---_-_--- _ --_-- - -- _-,_-_ _ - . D. Emer ens Lights: Dual HD emer eac It ht with belie ash _ _ _ _._ _-- L I am weatherproof Sin le faced exit light with butte pack ��, -_ --._ . _ _ a.. i,: _ ,. .. _ - - TN F, €N h t LAT V U amps, E. Exit Lights: g g battery p ,.� I`+,1 rig G Ji L�/, fl� €sr _ r/� y g - t 1�Y 9 U K.3 7r i k�•y... r�. t:lr €:>3.5 {�.. . . C 1Y # - - I.. Roof reeepts; GFC protected duplex,groans G, 125 v,20 ,� f �, f �� - -- -- __ _ t, w� _ i . - pPt : t -v : ah I .M wire a€.rr+� ;: � 417WG: 13 . .10t 9oM� . &A L\/ , FAQ IG - o � Q ', `� 1'Ai L� , r11 amps,weatherproof, 1 per building 10. H.V.A.C. ;. 1. "' -_. .-.... _ I t� ,� ,i �; A. heating: hasea rn roof moufi 1#81 , 1 lz L< __ __ -- - '', eomtnector �. __. ... . -. .. : _ .. _ 4 � 1 �7: .h - ..__ 4_ t�C P N4I( . � ; - - 3 ton 240v ackaged rooftop w/90m BTUH gas - �._ �__..,{. ... �, � :' _ 5... E..�: +�wE E :M .. __. s N C B. Cooling: P :, T � # 53 -n '1 fi H - y M W* NR f 0 . . G. Switches: heat-single phase, 'fork model #DNAs036NIYf _ W � `':� � . . . U� _ - f t'"1 €T.` 1-0:. --- .1''� _ ant _._ _: 1_ ... - L�° Switch single: 120v toggle a w/ relief fixed air damper er• f _ '-__ _ �" a �w c� -=- _ _ � Switch 3-wa 12gv three way to le C. Thermostat: wall motmnt sad heaticool ,�,- _.__ .1~T _ '"C i:'�fm _ r .• Y Y toggle h'Pe - I _ ti./ • 29 9 to 13 x 9 fibe iutstalled overheat' .._ - . .., _ _1��.4 _ L �/ _. .. 4 - p D. Supply Air Duct. x rglass _.___ 6�1 .. .. __ FK�. `1 __ _.__._r _ i_...�r 1-' a . I k e l 4s . _ . _ _ _ E. Return Air Duct: gahtanized from HVAC to R/A grille at unit . -_N, -�- ..._ � � � � �w tm . . - -T4€ 0 T ' `:Fr._ __3� - ---- i W .. - 1= V . W . COAT Tf►.OK,6€4-1;5 aL a F. Supply Air Diffuser: 12 x 12 white with adjustable 8" damper in _ _ __. _ __. _. __._. ---------- -"- _ _ - ._ .- ._. _____ �r . ceiling ..�'. r_-- -._. , ._ _ - �.` G. Return Air Diffuser:24 x 24 egg crate in ceiling � .. . 6Qn • r, 0 1�1i I (4 1 ',t' = L L G r Q - Sri -j� F €R A L AiZ 1'1 g`(hTic TG 4 Z5 Z Rj f. wa . f✓C Ll ,T I� T C X T7 2 -x3b hr/k44VAgPll Or I`IfA��i, 4 NATIONAL. eLi"GT�IGAI.- Gt�i-��+s���"�.t] rA �iGl-�C�L ,V. '� - L _ �Q . 60VEI M Ai t4 hY 3rE. ". I . . . '`L, GoNrre_&rofz -ro T3IZi�G� rowCre. FROM 5dILtj,IQG . . . MAIN . PIZovit». ko�'P irI�,1�L.L. I,•EW 2V," CONVUIT . i . � . w1 11-14 4+� 0 ca-PPE tZ' T N H r� Go�V I�GTvZGi, F•OSS . - -- . AT ZvcJ A1''f'F, I N 6TALL- r--P_ / PA h cL. AT Hopp- C, d Co_-e� 3 r � 10 �, .� 3 ii -0 2 -a SHEET LA �a < 1�20- zoos WIC �{R - -- -- -._....__ _ _ ,� .___:. .. ._- k - - -- _.. -- . � GLN M 1 4 " .. . . ., . . . } ) r ) - G[)IT I4.L,v, LOAP cr�rER. -.r2g'4�i-'D -*I ��LI- Zov A la C., a - - F .. 4 .. . . .. . AMY, S1-'�f[-e O'i<6.d T �KEAKe� AT KAttJ 6,Wf6e, OF G� SU LT W 11-H UTILITY COHPAI1`IY -��z. . F9U�C rAULT tZArI�4 . . .. y. z N w L I T F ixTJ TM0AM0&%rC=9r Q EX l:Xj��''j LjGIx7�1� w } - T F R " IX - tL C [—oG A Tt � L.i G� �] �' Ar♦'� �EEZ„ 0 TM COLUMN: POST so"W= Gl�ir1l�G . -4 6 eV A C.�E A Z'( k•I.. �1 L it� � � v l,4 A- i.1 it 4,117 BASE is L C,r 12 jC. =ci Q o E t tPC - - BASS •pig w - .. Jco • 1 -:....-v.. • -M".•-. • . . . • . toe _ �' �, _.:-!"�..1 . O O t you} r � oUj lu r. f HANDICAP PARKING SIGN a� r � I I1VUT =Ti7 ALA vi Lo CL I / t K s r LLI ` t EX h n \��, LCBGN r tii C, r i i r — - -- cn 104 - ,ti > LU G, w APPRI yj I � pg pjjx `j of -. �I tAl FG I� lay 2 4 I AGAWAM W ` L o F- 00 O U LL aZ Q� Q a © cc I PA� 1,ITE 5YNi`6CL ICIN t= C,4da UL Cz;4-t 'i'J W 5 U S ni COAT RM 4OF 638$ 1 I Ex vr/ _ 3•`''RPCK WTAL SS HIV T1tt .. ' `" ' ;� .• Al V 2" GRAVEL WE t95% - �tc �o L. ty� oft' �9E 3 - 'J6 CONF�ICTiON . 194 Fie 9 0EW5c MIK 1$1T CrJNC, • S"M� , ,- TYPE }. � A PHAL -rNCC COAT *,V L _ , I ?-! t% ,,cQNc. 1�1 N Ml;, CoUgOe -' l / 5C, A' V PROCL-e sD cjt�AY=L 6,' 5A�JK RUN GFZAA ff ., , cohiPACTt7 9S% Y �J "prior to any installation of any sewer,water or drainage lines,the contractor/owner shall ¢�, - 0. } `� _ contact the Town of Agawam's Engipeering Division, 7$6-0400 x 2751$% No ``- piping/appurter�ances will be installed or backfilled without the permission of the 0 V - division". a "All plantings must be maintained and that portion of the public way sbuning the parcel and. 5u ?Ai " C including the treebelt shall be maintained in a safe and attractive cor4t on by the owner of the parcel." SHEET f � F R ' "The cmtractorlowneir shall be responsible for anew connection will be made. The contactor/owner ��� .�valve v�erc owner will also be k for repairingOF ,- , or re such valve. or . a now valve at the pro pen m aw.l� _ �� P p�Y .. - _. . .�.: .., #.:; . •_H. .__ ,. . - . . ,: tax w its A G �IL _. ' W, sue. im. acc.RI&T ';m - Z -�X LX{hiP' G l #GIX7i c U) SGam GAwu= =M. 0 C.AT-CH F,f i ij CihTl !` C �V lhEVJMW t7 wp aaDO FOR RV . RV LA=0y': � A T�1 A i, C4 A h # Vim=Pro6T t� U. E.x r Qom i t i F- it EG 'r , a ,7,9 �kN h'Rtt.Y 5K 5 E s` wa ! ELT .1V! ;" Uj - .. ._ . ; iUj ce_` oF Cc Uj IL Q p HANDOCAP PARKING SIGN f l r ,f '' `" � /` _ N�1T 'C4 SCALE ° o f��rc ti a see j. `, ; `: U ~ ` ' Yf R O f \ a o i i / x I � ` l• J �� �i�l- (Dti � 49 t O LLI } / w LU cc .` t ` f7CLYil�f LL.L► � . Q Ui s r E Ca FL z- = I Q T.2: N APPR AL ` gGAWAM P NIN BOAR o yy w _ Al = LU j ---�— o c� a a F- � cr z Q - -. - ._ --- ---__ LL a g a a o < © a 2 FIAI \i TE D k I ,JCL JOl�T - �� d E� C-.d•d.1 L 1 - u b U I { w + _, •. ter_ _ 34 7HIVic'10 . • II 1 P 1 GRAVEL SUE (sq%pp 1) If BANK AM OtML IN p �to 104 C. f � r � -- .__ VA � —._ H 1" flEil% mix, Bl i CDWC.,- _ A ?YPF l.� i.N 1 hi I Oat I ' A PHAJ:C T> . COA IT IL �L" � � 2� 8�r,cr�Nc:l�N oE�Cr�u�hE� �. '�- 5GA L ' COMPACTED �5 ` "Prior to any installation of any sewer, water or drainage lines,that contractor/owner shall a n \ contact the Town of Agawam's Engipeering Division, 786-0400 14 275/8. No .,. piping/appurterlances will be installed or bacl4lled without the permission of the 00 , `~» '' division". plantings must be maintained and that portion of the public wy abutting the parcel and X. $u it�AE' cat including the treebelt shall be maintained in a safe and attractive condition by the owner ofL�-iglse�� the parcel." SHEET "Tbe contractor/owner shall be responsible for tee any Town gaft valve Am . �- a new connection will be made. The coatrwWrf�tir will be amble for repaiiing BIT CONC. PAV I N G O F or replacing.such valve or utstal,ling- anew valve at the is OMW W 1110vt pressure testing of the new water main." G ( SCAt, E ° -c .. ., „�',.�'3' :,.;; yic' "..'1; h. . ,,�traxa-,.i.,z.._.....:-.. w"'.:ar...cw,_: :a.�•:iu:,'au":�:.,.53.d*-:..,�:�,,...w. ; .i`die,..s.,s-.,vsrn`:�ti's6.. 3Y:Ya..Yt..n.*..L _ 9&._r Lower Pioneer Valley Educational Collaborative SPECIAL EDUCATION DEPARTMENT L.P.V.E.C. Lower Pioneer Valley Educational Collaborative Collaborative SPECIAL EDUCATION 180 Maple Street East Longmeadow, MA Program 01028 Phone: 413-525-0003 for Fax: 413-525-7034 EarIly Elementary E-Mail: Ralb-anq7-6-40agisem Website: VPVEC.= Students with Autism Richard J. Albano ("A) Director of Special Education Program AMssion: The COPA Program initially will be limited to 2 early elementary level classes and up To enable individuals with autism to function as meaningfully and independently as to 6 students per class. It will staffed by teachers(2 teachers for one ekiss,3 possible in school and in the broader community, teachers for 2 classes), teaching assistants (one per class), and a speech a pathologist. Related services will include physical therapy, adaptive physical education,and occupational therapy. Irndividual aides may also be assigned to some Program buip' students,as specified in.their IEPs. i Thermal "S Praaram for Eft&me ttn 5tuderrts with Autism(COPAI The facility where the program is to be housed will be referred to as the COPA will be based an the St nr,tured Teaching model developed at division T.E A.C.C.H. Educational Cwter. It will be a modular structure attached to an existing local (Treatment and Education of Autistic and Related Communication Handicapped elementary school building and will be designed specifically for the education of CHildren),the University of 1Vorth Carolina at Chapel Hill. children with autism. The COPA Educational Center will be equipped with state-of- the-art computer technology and specially designed adaptive devices. Developed in the early 1970s by Eric Schopler,the 7FACCHapproach focuses on the individual person with autism and the development of a program around that The program will have consultant services of TEACCH and a local specialist in persons skills,interests and needs. The major priorities include centering on the autism. The professional staff will receive training in the TEACCH model at U.N.C. individual, understanding the nature and culture of autism, individualized at Chapel Hill during July of 2001,with continued training provided periodically as assessment, adopting appropriate adaptations, and a broadly based intervention appropriate. strategy, building on existing skills and interests. The individual person is the priority, rather than any philosophical notion such as inclusion, discrete trial The COPA Advisory Council will be appointed,consisting of 2 administrators of training,or facilitated communication. special education, 2 parents, an elementary school principal, and one of the consultants to the program. All recommendations for design of the program will be As the term, `culture of autism" suggests, people with autism are part of a channeled through the Advisory Council for consideration by Collaborative distinctive group with common characteristics that are different from, but not administration. Final decisions on curriculum, program design,staffing,budget, necessarily inferior to,persons without autism. The TEACCH model,in emphasizing policies and procedures lie with the Collaborative Board of Governors, upon individualized assessment and the culture of autism, requires us to build our recommendation of Collaborative administration. program around where each student is functioning at any particular time and then to help that student develop as for as he or she is able and at his or her own pace. There will be a formal evaluation of the program at the end of the first year. In focusing this way on the individual child,this program distinguishes itself from Evaluation will be the responsibility of the Massachusetts Department of Education those espousing a model of 'normal" behavior for everyone and expecting people and Collaborative administration,with the assistance of outside consultants,taking with autism to fit into that mold,whether that is comfortable for them or not, into consideration recommendations of the Advisory Council, Administrators of Special Education,COPA staff and program consultants. Program Description: Parent-school communication is an important component of the program. Reports Structured Teaching is based on research and experience that structure fits the on the progress of each student will be shared with the students home via written <, culture of autism more effectively than any other techniques observed by TEACCH. notes and Journals,telephone calls and parent conferences. Parents are welcome The model incorporates organizing the physical environment,developing schedules and encouraged to observe the program on a regular basis by calling the center. and work systems,making expectations clear and explicit,and using visual materials. Observation rooms with one-way roirrors will be installed for this purpose.. Visits These.arefaundtobe eff ective techniques for developing skills and allowing people for the purpose of conferencirg with the COPA Center staff or Collaborative with autism to use these skills independently of adult prompting and cuing. administration will be by prior appointment,and at a mutually convenient time. a a 1 1 a _7 U .O Z ermanent Modular Tire Condom Iona: on the cover a move: #;q $� Two of the 3T new permanent Ustruction: MAC EdUC2110M� t modular classrooms in the , i Growing Trend Facilities Part 2 Texas independent School District „ ` 31f you school district needed 26The saute air comfort issues4 - r 3 permanent kindergarten arise in every educational:facility mj7w rooms With Complete site across the country at one time or iopment at 37 separate anather.,One of the biggest is the bons,all in less than 15 moritkts, *Wmatve16menf af.the cause/ mom x. would you do ir effect rela;onship WY066n peopl6 i ani the WAG systerr"cw€ educafibnal facifiiues t� spotnghts Sian h6ck Sehoot PERMAN 5shomborg Charter CLASSROOMS ise Val[*Srzoo Vatertown Mantessar Sc construction speed l Permanent odor r onstructien� A r A � .n rei d by Steve sie7raaaass school district needed 103 per- ma` m- dergarten classrooms with corn- plda ''development at 37 separate loq!"Il in less than 15 months,how vfp0u o it? � : :. When the Arlington,Texas Independent School District found themselves in this situ- - ation,they turned to the only project delivery system and construction method capable of `�� �I meeting their needs—design-build permanent , �+ modular construction. �I Serving 55,000 students in 64 schools spread out over 94 square miles,the Ailing- l' ton, Texas I.S.D.is the 8th largest school district in Texas and the 66th largest nation- ally.Arlington I.S.D.is a progressive school _ district experienced in the benefits of tempo- racy and permanent modular construction, as well as the legal stipulations granting >: eg p 9 9 public schools the ability to issue design- build contracts.They understood from the start that a fast-track construction method like modular,together with a design-build construction contract,was the only way to properly execute a project of this scope. ZA Arlington estimated that using con- lines by taking the design criteria from our > Develcoir.0 37 individLyi site design ventionai construction and the traditional instructional program facility guidelines and uackages to conveniently ccate the free- design-bid-build process would have taken r implement it into a fast-track construction standing add:,ons to existirg kindergarten a minimum of three years to complete a schedule." suites. utiiities drainage.ar.a traffic flow. project of this complexity.According to Bob > identifying .he constral--ion type and Wadsworth,executive director of plant oper- Projects of this size are still considerec ratings of'he existing buildngs to determine ations for the school,"Our district's decision large for the modular industry,with chal- The requirec separations and construction to expand to full-day kindergarten created lenges that require a modular construction ratings cf the croposed acc;ions. a critical need for multiple new facilities firm that possess true design-build capa- ► Verifying-.the compliance of the handi- in a very short time frame.The modular bilities,a growing trend within the commer- c<pped accessibility in mhe existing facility construction method was the one construc- vial modular industry.Some of the more Vile making a necessan ogrades along Lion process that could meet our tight dead- challenging aspects of the Arlington projec; the 'accessjbw y route. scope included: www.mbinet.org MAYJUNE 2001 COMMERCIAL MODULAR CONSTRUCTION s 23 t / t E I r� 4 s ► Conducting soils analysis and designing ► Tying low voltage systems(alarm and to comoletion, increased opportunity cost. poured-in-place foundations unique to each communication)into the existing facilities, alternative forms of financing such as oper- site's soil conditions. upgrading several in the process to become ating and finance leases,and the potential ► Coordinating the administration of 37 code compliant. for relocation and resale are the corner- simultaneous permit applications addressing ► Administering over 20 separate sub- stones that have driven the modular industry ADA compliance, parking requirements, contractors with a daily average of 60 plus to where q is today, landscape ordinances, fire department tradesman across all 37 sites. requirements and life safety issues. These advantages and the growth of ► Matching existing architecture and new The advantages of moduiaf construc- the industry as a whoie''nave produced an brick to the existing facilities-some over 40 tion have been well documented by many expansion of the number of companies with years oid. firms for some time. Issues such as speed the techr.icai capabilities.0 2ddress not only 24 'A COMMERCIAL MODULAR CONSTRUCTION MAYJUNE ?001 www.mbinet.arg a the building structure but the major infra- structure improvements as well - Several modular construction compa- nies around the country now possess the resources and skills required to complete large complex projects,allowing the modular - t industry to compete head-to-head against - sophisticated site contractors in many cir- cumstances. N W * The use of permanent modular con- struction to complete the Arlington project was not the only aspect that enabled the dis- trict to achieve their goals in the desired time frame.Incorporating the design-build project delivery method became critical in getting � the project on track to meet the districts e commitments. _ This`aitemative'contracting method is ► Lower design costs when compared to traditional architectural firm fees and a guaranteed becoming increasingly more common for maximum price�GMP)that is fumished before a construction contract is finalized. publicly funded projects,providing entities ► Improved control over costs since the designs reflect the means and methods of the such as school districts the flexibility in contractor. obtaining the best project value instead of ► The owner is shielded from most design flaws since the design-build contractor is just the lowest price.Forty-two states now responsible for correcting any design defects. allow design-build contracts in varying forms 1 for publicly funded projects. Through the continued development of the infrastructure required to compfete compli- cated projects like the one forArfington I.S.D.,today's modular companies offer the ability to Under a design-build contract,a single design and build the educational facilities required for the 21st century. 0 entity is contracted to provide both the design and construction.This'singularity of Steve Sickman serves as director of marketing at Ram tech Building Svsrems responsibility'puts the design-builder at-risk in Mansfield. Texas. for the cost,schedule,quality and manage- ment of the project. To view other examples of permanent educational facilities and the latest in modular construction and design, visit the.-!wards of Distinction section of the According to the Design-Build Institute Modular Building Institute's ivebsite at www.mbinet-org. of America,this integrated services concept recognizes that outstanding quality is attain- able only when a single entity controls both the design and construction. The benefits to educational institutions using this method include: The elimination of disputes since the , school only has to work with one company, eliminating the finger-pointing common with other contract types. a 10- The owner is considered an integral } part of the team and participates in the = design process,allowing for input on costs early in the design process which minimizes unexpected civil,architectural,or construc- tion cost surprises. Reduced completion times are usually _ now a achieved as efficiencies are achieved in each phase,particularly during the design == phase. www.mbinet.org MAY/JUNE 2001 COMMERCIAL MODULAR CONSTRUCnON 6 25