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Home My WebLink About2004-04-12 NAHS Athletic Complex Plans Location Plan Approx.red by the Town of Nor rth Andover R ni g o rd h v rt -i _-v QD MEN= SC11001 94 �A --"-W - ;N NV_ T Date: o r n over N L i A m 2 12004 j , Apri 401 --N SEEN= General Division of Work in 111 Architects Abbreviations Symbols & Materials Abbreviations List of Drawings Mzu'll Nl�zp 404 < GSI DIVISION ABBREVIATIONS FOR DRAWING DETAILS SKZ-T.1 Title Sheet P4 � Angle MAX Ma)dmum CONCRETE L"ited MB MlarkerBoard 1 MASONRY UNIT -GENERAL REQUIREMENTS architects and planners Channel MECH Mechanical WALL SECTION DIVISM I 0 Dil MFP Mianufacmer 3-6,2 0101"UMMARY OF WORK (SUMMARY OF WORK) 87 Summer Street ADJ MH AQ 01025-UNIT PRICES (UNIT PRICES) SITE M M4rifftnle Boston, MA 02110 AF Floor IN CONCRETE IT 010W-ALTERNATES �FRNOTESI A am MISC Miscellaneous 1 500-TEMP FACILITIES MPORARY FACILITIES&CONTROLS) SKZ-1-1 North Fields— Layout, Materials & Plat ding Plan (617) 426-2858 ALUM Alumill mo Masonfy Opening AP Access Panel mWeVrew (617) 426-1457 FAX V M te DIVISION 2-SITE WORK S1KZ-1.1A North Fields— Layout, Materials & Planting Plan Sheet 2 ATG AcousticW Tillie Ceiling, MTL Metal Q CONCRETE 02OW-SUBSURF EXPLOR DATA UBSURFACE EXPLORATION DATA) SKZ�1.2 North Fields—Grading & Erosion Control Plan BLDG Builicill 02050-DEMO �SEMOLITION) BLK Block - NIC Mi In Contract 02060-ASBESTOS ABTMNT (ASBESTOS ABATEMENT) SKZ-1.3 North Relds- Utility Plan BM Ill mark NO mber BUILDING SECTION o2loo-SITE PREP (SITE PREPARATION) SKZ-1.4 North Fields -Drainage Layout Plan Consultants BRK Bill NTS Mot To Scale BRICK 02M-EARTHWORK (EARTHWORK) 8 8,n Center 02-rilli&CURB (PAVING&CURBING Cn C Cou' _8 IsIde Diameter L6 02660-WATER DISTRO (WATER DISTRIBUT16 SKZ-1.5 South Fields- Layout, Materials & Planting Plan CB CaN10-min I Challi OHFD Overhead Folding Door 02720-STORM WATER (STORM WATER) RB RennVA s Backer Board 8,�!Umil t RD Overhead Rolling 0_= 02500-SrrE IMPROVEMENTS (SITE IMPROVEMENTS) SKZ-1-6 South Fields-Grading & Erosion Control Plan Foley & Buhl Engineering, Inc. RRG Overhead Rolling Grill EXTERIOR ELEVATION 02930-LAWNS CIL or Q Canw Line (LAWNS' SKZ-1.7 South Fields- Irrigation Layout Plan Structural Engineering CLt; Coiling BPR 8=_ Isme 029.W-PLANTING, (PLANTING) CLR Gill SKZ-1.8 South Fields- Utility Plan 9 Galen Street, Suite 240 gMe Rpjgle Masonry Unit GYPSUil E��ARD DIVIS M, 3-,CONCRETE WatedoWn, MA 02172 PLAM Plastic Laminate 03300-CoNic (CAST-IN-PLACE CONCRETE) SKZ-1.9 South Fields- Drainage Layout Plan COMP &%�essible Ill Premolded Compressible Filier 03410�STRUCT PRCST CONC (STRUCTURAL PRECAST CONCRETE) (617)926-9150 GONG GO to Pill or il plate FAX (617)924-4467 SW Qonbrl PLAS Plaster DETAIL SECTION DIVISION 4-Il carpet PLYWD Plywood MASONRY SK-7-1.10 Detail ShQe CRD Cerilierditious Roof Deck PM Pii Metat EARTH 1341101�MASONRY (IVIASONRY) t CT -eptrq1C Tile PNL Pa Ji: SKZ-1.1 1 Detail Sho C Par[ 7p_t Robert W. Sullivan, Inc. CU Lub t PR aled DIVISION S-METALS -1.12 Detail Sh "UH, a'aw'Mi Heater PREFAB Prelabri DOOR NUMBERS SKZ Nf-ywu 05101-MISC ORN IRN (MISCELLANEOUS&ORNAMENTAL 1l 01 (STRUCTURAL STEEL) Plumbing Engineers ub PREFIN Prefinished E) PSF Po-ur-4s per S COMPACTED GRAVEL -1.13 Detail 'Shoet Union Wharf-Unit 302 0512D-STRUCTSTL _quare Foot 0-5200-STL JST (STEEL JOISTS) SKZ PT! il D530 TAL DECKING SKZ-1.14 Detail Shc-,,et Boston, MA 02109 Di - Detail- ;%=WTn=`a FRAME TYPES -0-MTL DCK (ME OU� (617)523-8227 DF I P,:qnl*,, PT D Painted 05500-MISC i (MISCELLANE METALS) SKZ-1.1 5 Detail Shoet FAX(617)523-8016 DIM jp�ftn n Partition - DN DMn Chtorlde SEALANT DIVISION 6-WOOD AND PLASTICS SKZ-1.16 Bleacher Layout Plan DO Door Opening PVF 2MA Fluuride OR Door 0 WINDOW-TYPES 06100-RGHCARP ROUGH CARPENTRY) SKZ-1.17 Bleacher Detail Sheet Thompson Engineeing Co., Inc. DWG Drawing QT QuarryTiffe 06200-FIN CARP PINISH CARPENTRY) Electrical Engineers EA Each R Riser STEEL DIVISION 7-THERMAL AND MOISTURE PROTECTION SKZ-1.18 Bleacher Foundation Plan 160 North Washington Street EJ pan.sion Joint RAD Radill GLAZING TYPES 07101-Wil (WATERPROOFING,DAMPROOFING&CAULK) SKZ-1.19 Bleacher Detail Sheet Boston, MA 02114 EL on(Vertical Height) Ill Real Cove Base 07200-INSUL INSULATION) SKZ-1.20 Lighting Layout Plan & Details (617)227-6818 ELEV levation(View) RCP Reinforeeci Concrete Pipe BATT INSULATION 07201-RCOF&FLASH �ROOFING&FLASHING) ual f Dl LOINER TYPES 074OD-PREFORMED CLAD REFORMED CLADDING) SKZ-1.20A Lighting Level Plan FAX(617)227-7561 IP � ent Ell nforcim 07700-ROOF ACC iFPIOOF ACCESSORIES) 0 RR ing to be Removed REaD Ui SKZ-1.21 Tennis Courts Existing Conditions and Demollibon Plan F-TR Exjqnq to Rema-in RES esin s Flomline Screw COMPRESSIBLE FILLEF DIVISION S-DOORS AND WINDOWS SKZ-1.22 Tennis Courts Layout& Grading Plan Gale Associates, Inc. EXISTG Exisfing RHMS Iound Head M 11 Hill 083OG-SPEC DOORS EXP RM PARTITION TYPES 0810(l,-HOLLOW MTL (HOLLOW METALWORK) M it RIGID INSULATION -WD I PLSTC DRS TiC DOORS) -1.23 Tennis Court Detail Sheet Civil Enginews EXT orior US 08200 WODD PLAS Fio 163 Libbey Parkway RO RR ou&ug hil'r,,ngS ti ISPE IALDOORS-) Weymouth, MA 02189 FAP A Acoustical Panil WID Panel 08501�ll WINDOWS (METAL WINDOWS) FGP rabric C - red Acoustical ECT =on 0870G--HRDWR&SPEC RE&SPECIAll HITECTURA.L (781)335-W5 FD :711 Orain FINISHED WOOD 08001-GLASS&GLAZING GLAZING) ARC riliguisher Se FE =Ire E- Sr Cmu g atF'-.==01t.A-sonry Ur FAX(781)335�6467 FIT 9nish r SFTU .I Facing Tile Unit PROJECT NORTH FH Pre Hose HT DIVISION 9-FINISHES I I SKZ-3.1 Floor Plans- B 1 FHC re use Cabinet 91111A Mr,air 09201-LATH&PLAS (LATH&PLASTER) Schofield Bros. of New England FIB XVID Fibrous Wood SP Station Point WOOD END GRAIN 09250-GWB (GYPSUM WALLBOARD) SKZ-3.2 Floor Plans - Roof FIN Finish SPEC 9 ffil tio 09301-TILE (TILE) Civil Engineers Floor Sl SEqOzflient Base ............ CONTRACT LIMIT LINE 09501-ACOUST TILE (ACOUSTICAL TILE) SKZ-3.3 Exterior Elevations PE"FID Fiat Head SS Stairi ess Steel 1071 Woroester Road FL HD MS Flat He"Machine Srrm SSF Srthebc Sports Flooring CONTINUOUS 09520-WALL TRTMNT (ACOUSTICAL WALL TREATMENT) Framingham, MA 02184 Fire Protection STIR S air %VOOD MOCKING W&W-WD FLOOR WOOD FLOORING) Fire R d STD Standard CONTOUR 09680-CARPET CARPETING) (508)879-OWO inni -)OR WR F be Radiation STL Steel 09.101-RES FLC (RESILIENT FLOORING) FAX(508)879-1797 FURN Fumish,Furnished STILP Steel Uner Panel 09901-PAINT (PAINTING) R FWP Fibrous Wood Panel STRUCT Structure SUSP S g�ded FINISHCONTOUR -SPECIALTIES GA SYS em F WOOD SHIM DIVISION 10 GA Ca LV G ize 10100-CHLKBDS&TCKBDS (CHALKBOARDS&TACKBOARDS) GG General cofltraGlof 10150-COMPARTMENT&CUBICLES (COMPARTMENTS AND CUBICLES) T Tread TIES) GF CMU, Ground Fate CMU TS Tackboard ROOM NUMBER 102-60-PRF-FAB SPEC (PREFABRICATED SPECIAL GL Glass 10500-LOOCKERS LOCKERS Tg;��Dye Finish 371 PLAN DE R BLL GL CMU Glazed Concrete Masonry Unit TDF T -TAIL 1 DGW-OPER PART ('OPE A PARTITIONS) GT Grall Tile TERR (W\ T&G ToNue and Groove I OBM-TOILETIBATH ACC (TOILET&BATH ACCESSORIES) GYP Gypsum GWB. W�al TO of it TYP Top-Cal GWF G (Epoxy) TYPI INTEBIOR ELEVATION KEY IN DIVISION I I-EQUIPMENT 1Y 111 WPROJ SCRN (PROJECTION SCREENS) PLAN- HID Head UQD Undercut Door 11400�1`00D SRVC (FOOD SERVICE EQUIPMENT) HDW Hardware LION U�Ider Othoerip=N�t -APP`L ANCES) il I e 11452 (APPLIi HDWD Hardwood USS U 11 480-ATHL&SPSTS EQUIP (ATHLETIC&SPORTS EQUIPMENT) HIM Hollow Metal UV Unit Ventilator HP Point I H"-dimpped 1 G3_0�± HVC: Misle V a W C VAP 13AR Vapor Barrier ELEVATION MILUMN LINES DIVISION 12-FURNISHINGS VCP vittious 1234-r-LAB&CLSRM CSWRK (LABORATORY&CLASSROOM CASEWORK) ID Inside Dijameter VEN PLAS Venieerczepripe 12670-MATS (MATS) INCL Include VERT Vertical IZ710-SEATING (SEATING) INSUL Insutation VCT Kill Com osi Tile INT Interior VIF Venly In Pleld DIVISON 14-CONVEYING SYSTEMS INV Invert VSF VtnyFSheet Floorinct 14201-ELEV (ELEVATORS) VTR Verit Th h Thrill i Jamb VING Vinyl W-qV= DIVISION is-mEcHANicAL JT Joint 15301-FIRE PROT FIRE PROTECTION) W1 With 15401-PLUMB RUMBING) KO Knock Out WD Wood 16501-HVAC (HEATING,VENTILATING&AIR CONDITIONING) KP Kickplate WMP Wire Mesh Partition Wo Window Opening W/o Without DIVISION 16-ELECTRICAL Lcc Lead Smed��r 16101-ELEC (ELECTRICAL) WWF Welded Wife Fabric APR 22 MR Set No.1.i LOC Limit WWM Welded Wire Mesh LID LOW Pill z Zee 1 NORTH ANDOVER HIGH SCHOOL ATHLETIC COMPLEX ° "NF6 WF N/FTHOMAS RO KI ELL .R. M LLiAM ROCKl ELL - ,s� L^3._ BA` MAP 100 LOT z-s.1 _ N 2619312.09 North Andove AND - _ - S —1-t t L G\T II JUMP' �F 3 PEDESTRIAN , arc hite cts end planners s87 Summer Street I ..... - a THOMAS ROC ELL N SLOE .-. ._ ,, . MAP 00 LOT 6 IuL rf - -� # � 1 I Foley Buhl Engineering, Inc. -- .. in _ _ - 1.1 Galen Suite LANE K _ _ , :. _ EDG DRAN Watertown, MA 02172 - _, . TRAC �I ° - 67 s - : - T _ -- - -- -- - CASE SCOR� MOD - - , Robert _Sullivan,Inc. E - Plumbing Engineers I � i -.� : .- .•,..-... �.-.._: -, -_,..... : _.,.-_-- _�_.. _-=—F--._..- - •.,,:. .-._-. .... ,. _ a :' -_ F7M JUMP' ____ Union $1L41f-Unit i7S>� 'DISCUS' MCLE - . - 1 Boston, M 19 I 14 111 1.1{IZll . ...�. PRO _ NEL i I 1791 8 .7 :.. : . :: .. '- �� : - .. ._ `#- ATE s�.1 j ��-° '..`�':,: . .:,'... .:_. , ', -. i e - E } — pore i_ rg Co.,Inc. N/F 1LLIA l RO K ELL ARAM T Electrical Engineers T1 MA ROCKWELL 160 Boston, MA 02114 ... i- •. 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Z , , J s � L - _ k E 21 Number Date Descfi Pth g�E�� — E _ —. .,r _ �t - rh. .-! ��3P (��+.[�33��[q ��j'y� "+. - � ¢f Z. , TE r e v _ v ., — _ r „ _ - Yt - r q:52. -- s - e t ,. F „ s ,. t > - F " .; 1 3 e ' — n STONE BASE tt w r-._.T,.�- r_3. - _3- , L ., , rs < ,; ram. :.� _ - - - .1. - m r^ - A � ` s-,. _ _ v 1 -._ .t _ MM bf < � - -. i.___ — S-a � _ s a , -T) - , 13slh# IR AF' 1J 1 ,.3 t . ; L m _ - ;; , � REVIEWCOINWIM a {�E,� � (pgggg(� j'a[ggs�l"E��j,�-5 q{-y&&In g £zEQUAL .ar Z - _ t CS4FR1 SiRS.E L�3 lti3ig y - - -. a t. tr P r £ Ig.{ ��EEry -- _ - t :- - e;. . dJ ._ -�. _r >_• � -„� _.. ,_, tJ +.._. � ,d _. J _ t-� �� '.-,` L,J 'L` x•f - �a E_+ Tl�- - r_ - - `q- Via, . ..�... —r _- a �.-- y_. -,., �-< .! -.� -<v ,. _. r —? n� .y - 'S -- - � r� T._ �g __ `2 '<, - 9� ie " `- /� SECTION _ " PERFORATED . ':.> �._PIPE `9., e" Le t._ , ,..f _ -_< i,- -_f .. - a. 1 as , ` 1 DF-I<- L.F1,7 3. r'y. F - r.: ,- r .-,. - e E ha..sr -.. _ -� a.ct-1 3 i s l . . • < a #� . r t� , , i I - ._.� f.- L .s� -:'.a S ,. g 5. < ¢ t . _ r €"> C T - - - F 3 - L J- _ . r..- .� _ ✓ _ >w: ,..; � ..._ e,-. � __. ,—. -v x_.<. ,b a r. 4 r -- v, ,�.' -, � �..t re _ 1-,t Ss _ � ;� � � �m ��r -,� �` : 1,-:`.,r I I WALL, iI � s Atltl PIPE W/ ITT 2E w TOP t BERM 152,E NORTH FIELDS 2 2- GEOTMLZ FABRIC DRAINAGE f `OP ` BERM 1 2. }1 lPd 12# PERF AT lYP. LAYOUT PLAN _ INVERT A666 COLLECT PIPE T C CH BASIN CONNECTION ROE 1 ELE = 152.23 (MAX) ' �iSIDES) FLAT SECTION THROUGH TRACK FIELD =02 ._ 1 ,, 4 E i NORTH ! g - , _z i i I I X -n I 1� f I I I I i , 1 - r� I [ t i E I HIGH SCHOOL ATHLETIC COMPLEX EIE PAVEMENT i i I - I' X -- e p _ _ m , - t mm e r � MA 3 North Andover a I tGATE .9 I e ,` _ ENQi : ,.. _ _ .. - _ .: -r i _ c' I' e l �t £' 5 fl €. : 1. a n e d s 7 tDOUBLE S11ITING ?.t.3� S 67 Summer Strut MT. ammm Boston, MA 02110 01 _+ _ .•. " €'€X :r 3"l 7 H L 9 E 1 3 3 X F E Y F- l .t€ k 1_F€;3 61 .F S E f S F F..7. -' 3 I ]sr€ X J B m .. - � �,•®. .—'•"r•�•`�.ram ( i I F 61 '-$ -1457 — {{ F ? 26 I ca( Buhl in :<r� , Inc. ' 4 -4 - - - a r - € €3 9 3"`.[ 1 1 1 6 X 9 f1 X :€€1 t a 7 1 3 1 l l,. 11 s i X l F€ F i F Y 4 1 g r€ I. a - [[ t XaiX.- .ins €y€� 7F� J � i J -1. f- - - � 02172 f � � � (617) 7 I s r- FIELD i POSTS �. Sullivan, ICTYP. 2 PQI t Plumbing i j I4tr t 60' I . I I Union Wharf-Unit 0 I vwL COATED V _q Bost 1. F 61 5 -FENCE -on, MA�7 I CENTERED ONI 1 23 - ElOTHSIDES) i I Fes: 617) 6 - 16 SWREBOARD _ . - _ . _ - _ - _- u o I _VKI — t i - - - _ i j UGHM } Enginee III _ � North0 n Street Bg Z PREUST � � �s3 e a s s s 'A'`N.i.. a , _ .. ... e .> _ ., � .. e _ .> _ - _ n .. s _ n .. _ •. _ . .. _ - _ CONC. - _ Boston, MA -02114 CUM � s � � a _ _ .. _ � 61 ') 7-76 1 ,Y. ; _ -- i i SYSTEM Pt,� 1 'e �' I�r. LW FENCE e I- gland, Inc. I _ CENTER OF a ePffmffl SYNTHETIC TURF Civil Engineers 071Worcester Road - r Framingham, MA 02184 L26!179-3Il - s a 4 -HI CMH a s a a - _ - _ _; ; ( )67 -1797 _ . a _ s I - _ , Inc.: _ y CONCRETE 4 inJ Civil Engineers _ , . - SODREBOARD t -�_ .Ofi t _ E = + 6 6 Q a -- _ Ila ry � , F FAX.{76 ) 66 a i i j-_T74. 1�0 i I � Cgs i�j�3� � f :4-�•a•� � -`- `'� COR i r @ tj FENCE CORIIER !lII `} 2c 4 r ti; l 1 6 COATED Cl-lilli FENCE a f i -h C" t- ` CENTER OF _ _ TI � 7Ga4e Associates,Inc. HOW j E ki / , 5 _ pill -- , ., �I {x r' `f; s,°� •�-�.I Boston Baltimore Orlando Ott F a -z , F I CIO -0 to CD s' I Date: 24 NOVEMBER0 Drawn By: WAH -nCKET MOTH HANDICAPPED! (Till IOC Imo) scale: - f i I Revisions: Number Date Descripton 1 W17104 REVIEW COMMENTS 2 312-53ill SCOPECHANGES Ll 3 411 �QUAL EGR COMMENTS I SOUTH f ; FIELDS MATERIALS & f i I PRESS BOX BUILDING PLAZA - I - 1 i 1 - r - i IJANDOVER I HIGH SCHOOL NORTH ATHLETICCOMPLEX --------------------------- Fir ED I 1�fi - - I _ I _ ,• 1 — North Andover, 0 MA 6 { d f nn co R� L i I t c b� e t are a P l 187 Summer Street I - Boston, MA 02110 i s _ _ I _ 17} - Foley and Buhl Enginewing, Inc. Structural Engineedn t9 Galen Street, Boas220 IWatertown, MA 02172 i _ Robed W_Sullivan, Inc. Plumbing Engineers Union Wharf-Unit 302 t Boston, MAi3 d 4Tfi r ! E t317)523-8227 € [§ ( j, FAX_ :. - Thompson Engineering Co., Inc. l I fi�- ° �,P--€ `td l FF7 tf 3 f p{. td 49 3 il. [l d] It _.. - ———_....—®.—__ Elect dcal Engineers � €1 kill 3d � F11F E1 Ill] t71E -11[. a " j Street 160 art In t i � s t tart, 2114 ' � i � • 1 - 5 l { ems I i - d III lilt d ``v itt€. €[tt tilt - tl. hill . I Ifl. ydfl 1t� '.11 td €6 1457 4td3 tilt d 3 F I Schofield Bros-of New England, Inc. Civil Engineers r— 3 [ 1071 Worcester d l ( F 1Frarni 40 z `{ F_ : 879-1797 fi ' Ti Ciale Associates,Inc_ I Civil Engineers PO Box 890189 t ' - Weymouth, MA 02189 > 1FAX: �n rq IGALE j l [ 5 11 � 1 j p _ is f I v s Y v 3 e c 1 �. d > re. _`. !a ,i Engineers Ardrdbects Planners / 163 Libbey Parkway j02al94)004 C 781.335.6465 F 751.3 .807 - inc.c € i I { rf 1 s_ { a s l 9 RxLTI 0 tE 111 En 10 E ( - ; 1 l,? Ifs0 { ( I t € 70 , ,oq 'Jh `� • ' Date: 24NOVEMBER 2003 �. Drawn B . WAH i _ 0 40 80 i , — Revisions: Nurntper Date Description � E l 312 PE CHANGES k 4 Orr Q . GR COMENTS3 ° t { NO i 11 - Fuuz OCONTRACT 11 11 FOR ORIGINAL OMON MD SMrEROSION - DWG 1. .7, i, ,1 & 1. . ) 11CONTROL PLAN 1 11 - - 111 108 - - I 1 - 0 APR 107 =1 z6 I m i i NORTH ! ANDOVER HIGH SCHOOL ATHLETIC • € 1 ° COMPLEX { , i - North Andover, r fj MA - 1 - I, l - - I '111 fill t - s ! ID r hit and lanneT5 ! ! ! 87 Summer Scree I ! ! , _} ! ; Boon, A 0 110 00 s , 17 3 I .a ED t:� Foley and hl Engineedng, Inc. l ! Structural Engineerir 4 j- - I f i [ I i t sl ➢ € l' I I { I I I E it Ittl Ilia. .��_,.. �.�.��.— `sWatertown MA 02172 1 1 Il' I ] 11' i II IIII lilt ltll itll 1411 1 I till fill - # : 17 > - 7 I l � ! Plumbing Engineers I' Union Wharf-Unit 302 j ! ! t Boston, MA 02109 [ tl illE it fBIIIIIII11. [ IICt '. Illl F . . 1 li € IIfil I _ I [ ili IBII _ IIII I111 IIiI li Fill ! ,� _. j { 17 7E=ingi Co., lnc E ! I 160 Forth Washington Strut ! c Boston, MA 02114 F ! 17 7-6818 - ! + Schofield England, Inc. Civil Engineersr 1071 Worcester RoW Framingham, MA 02184 t AX 7 -177 i ! I -U f' Civil Enginews ! 163 Libbey Parkway PO BOX 890189 Weymouth, MA 02189 --------------- Po a a 11J1I 41 YL 7:7 € ev . a -.yam _LO f { d X s Gale .a ..ems. �. � " gainc cc - z ti < - - r t ....Y."n•. 4 a ( 80sWn BaftinxtTe7rdc Fwdsco 00 k , i _ r a z •'• s o MW .tea_ a —..: -.Z114 .�. . 4 �� is $,•. p� F. �' � 'C`§ =- 7 !S a Ra K € ,; t - -- ' . -( --__ -_. Date: 24 NOVEMBER 203 !, f a , Drawn By: WAH Sca! ZE l ,f1 IRevisions- -1 I Number Date Description `=R I -y F r' s ' s F -T 1.1_ FIELDSSOUTH IRRIGATION LAYOUT PLAN I I - Fie Narrm.77 IRk ,DWO I — —_ ! C as e w �y °ten CN LIM �r Sj Jv u H �_ �Z� IL U. ¢ii � c?,- Riga M T— OPa � a 0 on � ,go tUPggc CL tow knr , r rx F40 V�39� WF'43 Np 41 p " w % .,.,....._... .... 4 IN IF __.. I � r. ttrtr "�r,,;'� r tq mx� {t,. a s w �w ", 'v'•• 3 , 6a� u 3 x . ,F G , p _ y t , —4— BOXCONDUIT ..._. 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SURE RU AY DT C.O.=C OUT n_DETAJLS 7 & 7A) JUMP PIT (SEE architectslimited and P l anriers CONCRETE I PING WIDTH 87 Summer r tr t Boston,MO M 211 I ( 17)426-2858 - _ r 9 Galen Street, Suite2 L JUMP' —SYNTHETIC SURFACE Watertown, � 02172 17 2 - 1 • RUNWAY �€�[� � ADt.T RLI AT 20M � BOARD 22 - fill DE _ 4(MIN.) BOARDS ` tI�IiI Robert W.Sullivan,Inc. eem (MIDI.) � SIFAEt STRIP VAULT BOX Union Wharf- grit 302 i �.8924 '� 2149 - Boston 1 � 1`RAGt{ EMI 711-1100 ISH I RFACINI� 711-1 ALL BUM � � �a 1 CK LAYOUT & LANE STRIPING � 115.00 FT, - � .0 2 x.�.s. - NOTE '- 12'a U E IDLE I TD SURE LINE OR TO SUPPLE APING P 2' TO BE UCS VAULT LANDING Thom 11I Engineering Co., Inc. j ACCORDING TO MLAA STANDARDS FOR OWNER APPROVAL MODEL#519-210025, Ek?ctdcal Engineers FIRST ....E LIE RUNNING DIRECTION TO INCLUDE HURDLE RACES AND ALL RELAY RACES. - cm 160 North Washington StreetPIT DETAIL ' E OF SURFACE S' MIN. SURFACE NOTE store, 0211 27-6818 N.T.S. RUNWAY �I IAA � T - C 7) 1 2 -7 561 CL DI' SLOT` N 1TFtIRE13 $1?I<S TRACK, FIELD 3 ; ® %C.'-&OMI3INED (LONG Civil Engineers Schofield Bros.of Now England,Inc. 101 WOrCeStery ,TFramingham, MA 02184 I ) 79-177 l I I I I l i DRAINCHANNEL l I I I i CGale Associates, Inc. [ mill Engineers 163 Ubbey Parkway I 8 IZE 2El I l l PO Box 890189 I 1 cal I t l0 I ll 1 I I l I� - Weymouth, 0218 01 R. D CATCHER CATCHER L ETCHER (781)I a � W/TAIL I : I - I a l T__TT0V M 1.067 1. 67 TRIM �1; 7 I 1 (67 1_ 67 1I €E - -0, i END PATE 2R � a 2' f 2' 42 2� 2 ITS 9. FENCE MST CENTER OF TRENCH DRAIN OF DRAIN E WIDTH SHAD DE CENTERLINE OF SWALE ENDS TOI ¢Is � ` ._S' I 2' SAND BASE FABRIC J OR - -' rARA LINING FOR ENTIRE RE TRENCH - - - [ I a � I D F2TRC 6 LANES 2' 28' - AT T D H' 1 k iv I 4 r _ I J j2 R _ .dt FI. `GA 1N. 22 6 2.- 1' � ICE RETE a' OF i?TIi � I -.gar LE TYP, ICE C,'_O� I 1 F .>, PERFORATEDf SIDES) 26 CIS, TO .L» - WIDTH' 3I 3 6 ' POL E I YZ i PIS PIPE ,Inc- WRAPPED K SURF T u :_ PREPARED SU _ " ''PS h• � Engin thi s I TRENCH 1<3 GRATE SURF I ITT SEI 4 I , _ •',.�f s.:_ r '= sue..- -- , " s-if. /_. .J - f -f - ._ - ... - , . - _ / -€ -. ..ter-. < .- /F -r-• - - _ - - r a F , .0 STONE DRAINAGE TRENCH - , 3" ASPHALT (j LIFTS) i ,, ~•" SAND F CATCHER WEEP HOLES R` DENSE GRADED STONE PIRATE 4} (BOTH SIDES) .i r L SAND CATCHER R. SAM CATCHER CONCRETE W/TAJL BACKING RSE TRENCH RUNWAY A`t D PLATE 1/TAIL TypF OF C"TE AND EDGE VARY CONCRETE TYP OF 2 t11 I RECESS OMC.. , " l If AT RU MAY Y 3;,p_ BEDDING MORTARSYNTHETIC TRACK & ARTIFICIAL TURF SECTION I . _ � INOTE Drawn By: WAR TRACKSYNTHETIC POLYPROPANE GI RATE D PIT SHALL K UFACUR BY 1 N.T.S. MATERIAL CRATE LOCK 17MM EDGE' EL _ 10 OR R EQUAId BORROW AS PER S�ORTSFI SPECIALTIES 1 ss rt 970D I fl. F� PITS T F1 i} INC. 13 SPORT tam SYNTHETIC TRACK 1 N 8.5 �f GUIDELINES. � Revisions: 6.1 SPORTSFIEW SPECIALTIES INC. ACO INFII_L TURF 2 POLYMER BETE :'i TRACK COVERS TO I SURFACED WITH TRACK SPORT POLYMER 6.l- THETIC TRACK MATERIAL ;,1 I° I I?IN CHANNEL T rn DRAINCONCRETE CHANNEL - Stl � I=LIIT Uftl _ Description ,6 5" 1 1 REVIEWCOMMENTS a -a _ .' ` 2 11 } BOARD I ILA. x I REVIEW r 1 � ASPHALT ASP ELT TOP COURSE ASPHALT BINDER COURSE '-EASPHALT BINDER COURSE` af I c s r_ a CHANGES INT FOOTING T j _t ti I t s 9.b3 V I ALLOW F INAE / ��'` .�.� E \ � - 12 , 3 El im , . '>> � r t' 2 t 1 E Rt - 1 fi .(1 €T < loornm , ti SUPPORT WEDGE TRACK CK S RFAC p(i i BRACKET •i CONCRETE BACKING CONCRETE BACKING +RL= U SLM11E _ fBEDDM77 CONCRETE BRICK CONCRETE , ` DETAILS SHEET .. � BEDDING MORTARBEDDING MORTAR 7 ; I —C -- . _._. __ _ S j.; • a-. ' .. - � l - i t _ Fie klarm:77 7.D" ` R E CT . -. TRACK CURBING SLOT DRAIN OR 2 2 MIN TURF ANCHOR dd,T.S. hi,'..% - --- —...... >,5CHANNEL P2.7.$..-_. (ELIDE DRAIN - TURF TO TRACK) E DRAIN - K � TIlRI` (TURF T K� NOTE NOTE. OF RED S UFACU_ BY ESKZ=l ml 0 I� I � SPORT' SWL uao DE SYSTEM I CAR EDIT SE28 APPROVEDEIAE 7 ORE 3 � _ I 1 ' NORTH ANDOVER : TRACK & FIELD EQJiFENr MODEL NUMBER 711-1100 AND STAINLESS CAST-IN-PLACE " C � VAULT BOX COVER BY TR; � dt EELL� � � DEL co .owN� ) CLAY/STO ElJSr MI SURFACE SURFACENUMBER 7111-11400. COMPLEX 1 " BITUMINOUS WEARING ICED I EOTE TILE WEED BIER, - 48" RUNWAY 4} MIN_ CONC. 2 1/2� [, CONC, 28 WHITE STRIPE COURSE. LOAM AND SEA PROPOSED SYNTHETIC TRACK BITUMINOUS BINDER SURFACE i COURSE. ' -- v I t LIST SURFACE - STONED UST ASPHALT � f i f < - -,.- �.•-� .�- -�.-, 4. .. < ,r - ram, - _�,_m ,..� _:�-_--_-�_..� < �.: , �®. _ ( 2. S-.� .. >`� -.. f -� - > �' - -• - _--,�- DENSE G CRUSHED STLE � � �- €, DENSE GRADED . �Y n ry CRUSHED STONE North Andover, - -_ a ,-.u :},- ,"�� ,ix'� f 1J COMP ACM MA 3 . e :.- .. a •� COMPACTED - - ;v 12 SIN. PROPOSED LI FILTER F �. €�! ' TO STRUCTURAL Fit : PACTE4 : E 12" 12"x12" GRAVEL _�•' - a '� architects and plannerSHOTPUT LANDING AREA DETAIL VAULT-LONGITRIPLE JUMP RUNWAY DETAIL 4 r3 �,RE SummerStreet OTPUT LANDING oston, MA €I s JUMP PIT &7! 617) 4 - NOTE: 17 26-17 THE MAXIMUM INCLINATION PEERMWTED FOR TRACKS, 1 RUNWAYS, CIRCLES, AND LAN AREAS FOR III I�d� il� IPI ', In n IrISuite TI RC3' IISI( STALL �CEE€ 1=2OC} IN tr Glen i t dui 7 LATERAL DIRECTION AND 1:1' I THE RUNNINGOR FIBER-REINFORCED THROWING DIRECTION.' THROW RIB 4,000 psi CONCREIII PAD P67ALL PER MANUFACTURES' � ENTRAINED AIR. TEE r( 'I x . FI -REI 4, � 7 9 I 12 O.C. RECOMMENDATIONS. U 716-1 F psi A �AD fS z 1FIT1 � 1O O' Robed W. Sullivan, - 12" O.C. EW - - - I Plumbing Engineers CONTINUOUS #4 PROSE BAR Union Wharf- Unit 302j ' /2'—O-x2'—O- CORNER FEARS- 7'— -0(SHO OIL, Q 1 I EACH CORNER. CONTINUOUS SSE 1 ( 17) 523- 227 / €—O"x2'-O" CORNER _ STEEL rifr-411 RING P 61 1 ! - EACH CORNER. F�ETAlL s �" C, � DEPRESSION �� CI�P _ COVER COVER_ N." _DEPRESSION �� 2 - orsEngineeringCo., Inc. CONCRETE Electrical CRASS North Washington shington Street 1 _ z v MASONRY FASTENER TYPIM .. # _..�<..�_,_<k ._, -_,._.. Schofield Bros.of Now England,ICI ... : ., �• t � ., .> ...�.�,:, , ��., �..tom.:•�.:.. >� - _. .�.. IYI'- Civil Engineers - f} �., .s _, ,r ti..4: ., .; :. .. - i"TYPICAL ej 1071Worcester- �}€E r x : .� -, ...._ ..-d .—-a ".,. ..t �s.€-_^u...-.�- - _ - _ JS Framingham, t o MASONRY f'-., 4. cr ,c .s � ,. 1 „ :z..ti.. _ .., r". ..zr -r}. : � :ER . � R c. � .s .� s v — ... .s- n._ w-a -. v -•-, ,. �§.,a �v -. "-� .ail �� ?.� uar5 - i - 1.z,: t ,•�<_. ._ - :i .-'S -1 E.: .5 v. i r, .S U.• tiP t"-. ."-` r' s} � = s-.- �. . fz-✓ r - ea-� , _ _. - S� - .. y a e,- a ..:e -. rt:. .'Y 4F S! - �Sb - - - 879-1797 3 Y , - =. st s.. _ a. _ is °-. I .`t e- +r - -- 1 - ice•k (`•Y .- - I - _ -__ _ „"'v ... - €. Gale Associates, Inc. - $ _ - } - ` _ -! vil Engine _T :__,_, �..: 1 PREP SII NATURAL SUBGRADE, a CONTINUOUS - PO Box : 189- TO SREFITICNS I / I I T a :-! :; NATURAL Weymouth, 021 ' 12° ! .. � SILICONE f 12� � ._,_, � 3 ' I;.� 1 ,...__s-. _-' -' TPREPARED SLW-JJVDE O SPEtF" 1. � �R� rlldt�t€ i GRAM CRUSHED ' TYPICALFAX: 781 R SE STONE tA3l WIDE PRE { j (FULLSE GRADED LLER TIED STOPS S STRIP i __U __R=AIL I SHOT PUT SLAB DETAIL - I T BY UCS - SOFT NEOPRENE RUBBER FTIVISPf GRADE k 119-22 L OURA OR LESS) O It /MIS I�IN. . � SIDES AI°ILI 1>✓ E CBH R � COVER SCREW INTO C R TURF INFILE I �jALE Ba T OFFBOTTOM MATERIAL s D . ORIFICE r - � TRACK 1N CENTER Cyr ! Gale ,Ir , SURD` �� ! Er r : Plan€nes LUMB--- _ INLET PIPE 1 BITUMINOUS I� (� Ft1 FIT I IN (LOWEST) P781.� F 81.�.s 67 _sue, 163U y I .MAIM COURSE AROUND CB/MH) 1�9. 2 1 � IBC (OUTLET) E1) .RSA - - -.. - - - ---. -- - -_ iBoston Baltimore Ortando SznFrancisw 0 STONE ' I END RIPE IAA. - 1 . 9 of r VF I_ s GY _ s! OR PLUG f I : f \ ! ¢_ SOFT NEOPRENE RUBBER SOLID CB COS - SET ORIFICE HOE CUT IN I --- { s _ DRAINAGE PPE T B ( CURA OR } ,_ f _ E OF `� 12 12 x12y 1r MAILER. INV O€ ORIFICE 1 9.71 t f' .^ CATCH N STRUCTURE DRYWELL INTO LI (CLEANOUT SIMILAR) ` - UPPER ATHLETIC FIELD TURF/TRACK •O CAT COVER SECTIONJUMP BOARD - - �,. , IN OUTLET AT DMHlx AND DMH3x &A,�YNTHETIC NJ.& Date: NOVA BER047? - - - - t D s I l _ Scale- <T. . LONG/TRIPLE JUMP DETAILS sa.T,s. Revisions: J _ Number tale Description 1� VI COMMENTS 1 PLANNING BOARD REVIEW COMMENTS 4 3 WiP REVIEW COMMENTS SSE CHANGES 2 � DETAILS SHEET SKZ=l ml I ' I I t 1 I 3 NORTH 3 .0, CORNER FLAGS 1 DO YBS O 70 BE ' TALL. 5.# YDS I i HIGH SCHOL ------------------------------------------ ATHLETIC 3* RADIt JS COMPLEX 5.4 YDS 7 YDS. NAHS SCARLET PENALTY KICK KI IGI-9S LOGO LINE (TYP) 1 48.0' 1 E 3V RADIUS1, I , i I North MA_ . � I J I ' I I 33 I a c itects and plan� 5 7 Summer Street I 1 � Boston, 211 I - _ (61 666 - FAX(617) - 7 L___ Foley and Buhl Engineering, In . ' FIELDStructural Engineedrig I Galen Stream, Suite I Watertown, MA 02172 Nv T.S _ - FAX: ( 17) 67 SOCCER FIELD LINE MARKING (617' 26- 161� ErAL I I€ (FRONT/ ILK) I RATE 2DIE IFR TIQ IIL . 60 " ASPSHINGLES €OOFING PALER Plumbing Engineers Sullivan, Inc. N-MOODAnionWharf- Uric 302 - 2' x 6' RAFTERS Boston, L _j MA 021 I - META - - 'U' - SOLT Thompson Engineering Co., Inc. SEE WX5 1 - --- 2IF ! Electrical Engineers I 2 `- _ 16 North Washington ton Street 1r_ a O.D. VINYL ( Boffin, MA 02114 ,� GALV. L TOP AND I (617 7= i 6 ' _ BOTTOM RAIL (-17 7-7 61 SEE PLAN -- - 3' 0.D, VINYL COATED _ r 1 __ England, r�LV_ POSTS Civil gin j DEICE FOR 171 Worcester Road f I SLEEVES 3Framingham, MA 02184 I 1 - ALIGNMENT POST RUN 1- �' � c�. , � GaleAssociates, Inc. f GAUJ, MID RAIL CivilEngineers VERTICAL PIN FOR - ------ ET I� FABRIC 1 Lb Padway _ - - II�E � COATED f ; PO Box M189 PIS UI�I� � � 1 SLEEVEf LIB �$ � 335-6465 _ , � ( CONCRE- 2" MAX. CLEARikNCE- BASE I - $• a Fes) 16 x to I $ 1COMPACTED —I , CRLr-_,HE1D STONE 16*x16'x34" DEEP + I 1 1 $ STRL L FILL 13'-2°' , SECTION ISCUS CAGE IS US CAGE BASE SUPPORTS BASEBALL DUGOUT D LE S. QAeAssocfats.,Inc, NOTE-. NOTE* g_Ins F� ss TI TO INSTALL PERMANENT NECESSARY, WITH INSTALL PER UFAC R 2R INSTRUCTIONS. 9-0004 REM€�VA13LE FLUSH THE S SURFACE, `O VA FOR t 8I.t�Y y I� 89 PROPER I ST. TION OF THE SPECIFIED ABLE IOISCUS ] P�89.3 .6 ��89,�. 7 , aricrvt€€ ] IIISIaUS TOE 00A1 SMALL BE MANUFACTURED I "R CS, K FIELD Bastm 13alIIre Orlando San Frartts� EQUIPMENT' r4DEL 716-1640 DISCUS f MODEL 7tT-011 ( SELF STANDING €OUN 1 i SLEEVES) L APPROVED EQUAL LETTER 3" HIGH. COLOR - RED r : L - fi ! ' ALLU . RENT. TUBE t ALUM. RECT. PLATE g M. RECT. T1 2xx1 _MBER J 2xx1 48-- Dr n t 1 ALUM. RENT, TUBE .. �, I 2X40 j - 111" e N.T.S. F Revisions: -- Number Date wti00 _ IM s - --- - - _ GROUND SLEEVE 1 � 2F17 FBI COMMENTS . GROUND SLEEVE SHOULDBE INSTALLED IN I�I7�ICRM E 12' 2"x " DEEP A T O� 20" OFF O THE FIRST LANE I ' 3 � � 2, OIlFtIPIG THE IISIST TIOI OTI�I�I SIiI�LI) I - - RIw AT LIBATION TO AIO �3[1�Alia PROPER -- -- I. 0.5 POSMO OF CLOSED OR OPEN GATE. _2 PITI` 2.S3,To GATE THAS THERE POSIIFT IT TIONS. I . - ..� INOI�ES D ROTATE AT i�lsl..I' OF DEGREES, LET � DETAILS IT III LIII)ER I?S Id E II<IT€ 'it�Is hIEA'F €1E1 ALUM_ RIPE 3,5` DETAIL A SCALE: 2 POSITION.. OIL 4xE'i.226YdA3_L STEEL PIPE " ID .02 xO-237 ALL STEEL RECT, PLATE - H Nam 71 Erl-E Rom_ , 0.2 x x I - 0.2 .5. PI 5.- [ ! S I F W '£IRS, FIELD I EQUIPMENT" MODEL 7 2- EQUAL ? t -SEE DETAIL A NORTH 30.0' .300.0' HIGH SCHOOL ATHLETIC COMPLEX ANDOVER FI ISH I HMINTER MODEL OW—IOD OR EQUALAPPROVED QUICK j -. iil4 1111 ;$]It lilt (let III] lilt ]tit ]III till t#il tilt III[ till lilt Lit$ [III 'till ]III, MI COUPLING VALVE of -. L €3g ELLS - - I NIPP -. North Andover[tl �. A REQ D) 91111 I.ii l'. 11111 tilt tiid II19 IIIIt tl tl lilt Illi' #Ilt tlll Iili..sit] Ill# llil #ttI I€it III€ 'till -_-_ E .. -. I _ TIE 1 - - � -LINENUMBERINGInc Lin- I ` ItT T€L 'GLI'f IN r e li t t C 5 a d a n n e r s till It I, .......T 111W.L L.L11JjjlE-7 7 Summer Street NOTE: r OTC TC PLACE THE FIELD. INCHES FROM CFI SID E, �I�, M 110 YAR[Y-LINE EXTENSIONS THAT SHOULD BE 24 ITCHES IN LENGTH AND 4 1726-2858 INCHES IN WIDTH; AID/OR. AT EACH YARD LINE, NUMBERS B€RS THAT FAX( 17)4 -1 7 ' PERIMETER STRIPE SHOULD BE 6 FEET IN HEIGHT AND $ FEET IN WIDTH. THE TOPS OF THE NUMBERS SHOULD HE S YARDS FROM THE SIDELINE AND VALL � � � I i i ' # I . INCLUDE OtREC-HONAL ARROWS NEXT TO THE YARD—LINE NUMBERS I H � - to I i_F . r n - Ll I INDICATINGTHE DIRECTIONTOWARD THE NEAREST C LINE. Galen Street, Suite AA 1? I 17 OUTLET FOP USE WITH an SWIVELS. HUNTER NOTES: 17) 924-4467 MODEL _ 1. ADJUSTABLE FOOTBALL GOAL POST TO BE BE MANUFACTURED BY [ -SPCA E- MODEL #GP4380/SG4900 WITH 4590 PROPAD f Robert .Sullivan, Inc- (BLACK RED LETTERING), OR APPROVEDEQUAL I Iurblr Engineers 2- GOAL POST TO BE INSTALLED PER MANUFACTURERSLINE Union 1 Ci- 11 302 SPECIFICATIONS. SIDELINE 3. SAFETY ZONE SHOWN FOR II;IFATION ONLY. j 4, F�YLCI}IS SHALL. BE RED OR ORANGE IN COLOR AND PLACED AT THE PYLON DETAIL � )5 -8227 1I CORNERS OF THE EIGHT INTERSECTIONS ECTIONS OF THE SIDES WITH FAX- GOAL LINES AND END UNES_ THE PYLONS MARKING THE It�RS€CTKMS 17 P `� 1I�O F THE END LINES AND IN13OUNDS LINES EXTENDEDE SH BE PLACED THREE € THE END LIMES. Electricalcr Engineering Co., FEET Engir j F 5. COACHES BOX Ar HASH MARKES SHALL RE PAINTED. 160 North Washington Street I ; Boston, MA 0 114 617)22-7-6818 [ 2' PVC MAN141)LE (CEP 1' CASTI 12mm ELASTOMERIC PAD, (TYP.)-- CATCH BASIN AS SHOWN) fiat Bros.of New England, Inc.. CAST IRON MTF_ Civil Engineers 1071 Worcester Road Framingham, KAA 02184 7. Civil Engirmem Gale Awoclates, Inc. I I I 63 Ubbey Parkway I PO Box M 6 2' HDPE PIPINGWeymouth, MA 02189 5-6465 I 1 PIPE SIB PLAIT I 1= 7781 a. � HOPE PIPING 12' I i € � I I I s CLEANOUTIDRAIN MANHOLE- LE Gad ,Inc. Engirmm Archft= F1alImm 163 Lb bey yI Weymouth,MA02 1 P 781-336,6469.F 781,335. 7 Inc_wm Boston Baltintiom Orlando SanFrancjsco I .� . 7b t i — - 2 375$ 1 G, To Top f _i OF CRC - ACCESS FRAME COVER � ] = _ ALUMINUM— sl ARTIRCIAL TURF AMP&— [ - Date: 24 NOVEMBER 2003 BOLTS LEVELING 6 Drawn By: WAH E Ground SCa T STEEL g ° . GROUND I I SLEEVE - 3 i CONCRETE ` r - € = ENT' s Number , z2117/04 REVIEW COMMENTS: Ground C tt Ii i s -C ING E5 CCPICR PAID �, - � �� IDS I v OOTBALL GOAL 6" OFFSET FOOTBALL GOAL POST SECTION S cI I I I E fPO DETAILS- -I e f[ DOTE. DOTE. f S t F, TUI BY INC' MODEL CAG—HS OR THE CC SHALL MAINTAIN A DEWATERED AND STABLE APPROVEDEQUAL DURING CONSTRUCTION. Fla Nam T1092ME_rtDWG F i I P ..,T_I SKZ=l ml 3 - NORTH i - ANDOVER 4--O} MIN. HIGH SCHOOL ATHLETIC kL - � POST [2- 7/.11O.D. COMPLEX BLACK VINYL ��_ � I - Y 1 GATE POST 3- a RAN] LOCK ��' �.C. MAX, (RAILS) - DEVICE BRACE � 1rF CH ` 1.66" O.D. RETCH TUR EI CI{LE 1,- - O.C, (PCB) REQUIRED � FINISH ODE u KV - E E z BOTTOM RAJL FINISH SUBGRADE OUSTABLE TRUSS ROD North Andover, - - Co LOAM I F ! 1 . _ r i 6 architects and lar� a� � � s 1. POST 5 To E EAfILY 137 summer street ::. �. ¢-: rr, AAA 11 rta 2. DETAILS 1 94 T 1.1Z1 1'-0 i MORE UNK 1 - 1' 4 (617)426-2858 - (617 426-t467 1 Foley and Buhl Enginewing,Inc. 'DISTURBED ARELSL i _ .s�4" PEDIESTRIAN GATEairy tl 1 e iOUBL 1DETAIL . . te11 _ [ 17 f - - - . _s I � 61�' 6 1 (617) 67 4 ! I !3 W. Sullivan, Ines PlumbingEngineers Union Wharf-Unit 302 Boston, 10 j 617 -87 FAK ( 17 16 1 " _ o r ._ Inc. LEVELING TOP STONE 1 ' SCId RIPE PACT T1? w _> l l EIS i neem - Tt11', VARIABLE DEPTH 6 160 Now W Ali �on Street ANTS CrL MA i311 1j NCH 4fl �[ i3€lTT COMPACT Tt 5 r l `" r `r 7 � 1 Boston, STEEL H 4 CURING ASSEMBLY ) r . -,. (617) 7- f 6 - 1 /4- F 1 7 B 3/4- TOP. I�IIL , � � i . AND 13CT€(l 1 r _ England, - TyP SPACINGBLS ) �_ Civil gin MOUNT ILL SEE PANEL TO � 1� pNTT PICKETS C 4� R - ? �' tarte Road r 11�N11 CErA1L I _ `�� _ �-3 .a Frs�lTll f� 1 71 I �U 1 R ROUND I - 84 BAR PICKETS (TV) 1 • urn _ ° 6z -177 MP TOP AND BOTTOM) U DETAIL 2- e '® - a tInc. Civil Engineers - - ,�=��j� �T`, i TIER 6Y Iir�9T [ 890189 g MARRY A11� DIRECTLY TO - F87(ITII TO M 02189 THE 61NC SHELF AT I EXTEND D TQ ��r��T, 3OF 24" INTERVALS GLUE PER 81)335-6465 SPECIFICATION t -- - � ITT 2'x1VA 1 8 REINFORCEMENT 16 S ! 4® j � C. to C. = 'Q � q sTURF FASTENEM FIELD -- - FILL I 6 IV NON-SHRtNK '��__ 12' aa. Conc. Cast i MCI 1 ' 1 WIPE P s . {TYF) Cq �p ,a 4.5� I SEE DETAIL Q F� ! SEE DETA11 " m f f= I 1 ECORATIVE GATE ALE • , ,gam/� DECORATIVE FENCE . . . ? 3t '- ` '{ a "fly.ki E Efla�EF7@ $ Libbey 9.'. }iflSl4au*.e I411 9- f P 7al 33.s,�F 791.3W. hc-C S - ton 13 re Od artlo �Fran a } Flltf ( AT TOP S`fldTh!€TIC TI11 .r SYNTWHC SURFA 1 IFILL MATERIAL / � DEPTH INTILL _ g SYNTHETIC T� _ Drawn SECTHETic T1 N PER ANUFACTU r r 1 _� I FACMR 'S T . . ``e r' A RE ATII L 4 SEPARATOR P APPRLI s DEPTH )r OF INFIELD SUL TO MEET Scale: N.T.S. 24' LUG T1�TMS LIEVELINC E 6' INFIELD PIT _MOUND 1� ACTED STONE FACT TQ GRADE € INFILL. 6x12 CURB SECTION VIEW AC 9 VARIABLE T11 6' CPT �L AT Revisions: ' UAC - KCAL T13 IlE ill C PAC S1 €'ACTSUL LAN NLlm ber at e s r OF To f NAILER 1 3f4 r�.T,s, � 1 2I17I4t4 REVIEW COMMENTS 1 3/ 1 - 2 SCOPE CHANGES I 6' DEPTH 2* MAX . t CI ATTACH RUBBIER SEPARATOR PAD To TURF i y, y�— - s SOtL 5104 �. ie ` -- - -- 5. �3-tr 5 l • :- — <_-.:•— - ;ma's`; .. - v j I S�Y- .�4 EXTENT .p g�.q L t:�. q�} iy.tl FkaV I - - y eNAILOR . 2x6 PLASM i L.Ef1.S 21x6 ,�_. ,�I. - �,.�-�. � _ �t '�°• DETAILS NAILERS „ P I t i c1IRR f - x1 e _,I, II —1'i i1 -1 — 1� — 11. I � ,, AID. ii _ lE�_�' — 11=--1; --:il_ 31 _ !E : 11 �! I �rll:,. 1- i 111 I;I' I�" =� ?.� RM TO ' PL4 t aLD I3OX CTI 1 Cl 6lx12� E 3 ETE i NAIL � _ - PSICURVED 11 TOPCURBS , . DITCH ) TURF E 5 OUTFIELD SOD EDGE SYNTH. TUREP El &BASE BOX PLAN VIEWS 1a T.S, _T. NOIR SKZ=l 14 t _ I - NORTH s ANDOVER HIGH SCHOOL ATHLETIC CAP UNIT ADHERES -I {PIOUS FU � TO TOP UNIT 12" DEEP /VE SA—LOK I MIN. RADIUSCONCRETE ADHESIVE TOP OF WALL ` VERSA-LOK MODULAR s CONCRETE UNITS Andover a E AGGREGATE North ., � 1 ICE GIRL_ MA NOTE: FOLLOW GEOCZII UFA .S INSTRUCTIORIS RECOMMEND SIN. RADIUS 6' FAIR REINFORCE PLACE _ T CURVES D CORNERS. 0 BOTTOM Of WALL y y; PIMPE OUTLET 0 END OF� WALL OIL 'E architects an planners i GRANULAR LEVELINO PAD 87 Summer Street 1 MIN. 12' THICK Boston,MA 02110 FAX( 17)426-1457 i Fo1ey and Butyl Engirmering, Inc. CUR ET IL TY ECTION RETAINING WALL Structural E eerl .T 9 Galen Stream, Suite Q NOTE_ REINFORCE REQUIRED BY MANUFACTURER Watertown, A 17 FAX: ( 17) 924-4467 Robert € ll' are, Inc- Plumbing Union Wharf-Unit 302 + Boston, MA 02109 ' I _ B_CAP PINHOLE Thompson Engineering .,Inc. A-� ' 160 North Washington Street GENERAL NOTES FOR -CAPPING: I store, MA 02114 1, CAPS SHE BE ADHERED TO WALL USi --L O CONCRETE ADHESIVE / I�� I i17 �7 1 2.. CAPS Y BE PLACED A 1/`2" TO . F- u 61 1e R OF TOE' COURSE VERSA-TUFF PIN l � ;� I FAX: { 17� 227 7� SPLIT EI+ILTS tTFa +► _ WHEN SPLITTIRIG UNIT FOR BALL END I 'ER UNIT ' _ IiITI flInc. BOTH UNIT ,, ' ,._ a} NOT USE SECTION LESS 6" WIDE s' _ RECEIVING Civil Engineers;�. 4, I FLIT OVERHANG CAP AT END OF COURSE SLOT MORE THAN i � �' C -'.. Worcesteram, MA 02194 _ 4 { 8) 87 . .° USE SPLIT HALF UNIT TO Inc.I Gale FINISH STEP IN TOP OF _< &4PINNING DETAIL Cttt meet Parkway eers _ PO 890189 Weymouth, MA 02189 F 71 7 DRAINAGE AGGREGATE E PERF. DRAM PIPE B-CAP �r r INSIDE CU _ USE 8- 5 ONLY - l �+�+ L�II CURS USE A� S ONLY _ OPEN JOINT AT k t}}} FT. ie- LE I gDR I N DETAIL WALLS OVER 193 LI € I P 781.335.6455 F 3 1.33 . 7 www.gaincxom Boston ffi r San Francisco i CAPPING DETAIL .- T NT GENERAL NOTES: .�� Date: 24_ _ 1. CONTRACTOR STALL VERIFY FOUNDATION BEARING CAPACITY PER THE DESIGN STANDARDS AND PARAMETERS. -- EXP. BOLTS 2. LEVELING PAD SHALL CONSIST OF CO CARSE SAND OR CRUSHED GRAB, ' THICK FAIN, 6 GTOR YBy- WAH cOcRETE � BE UNREILFRD. TIIICI{ IfDawl1 STELA BASE PLATE. C MINIMUM EMBEDMENT OF WALL BEL FIN SH BE 6* FOR MALT. HEIGHTS LINGER 4 FT. AND 12" FOR I' 1" WALES O 4 FT. UNLESS SHOWN DIF— ENTLY. T. . FOR UNITS TO BE EMBEDDED. COMPACT FILL IN FRONT ITS AT THE SAME TIME FILL BEHIND UNITS IS CO PACTI i?. C s PIPE. B" NOMINAL DIAMETER, 6 SCHEDULE 40 FTLlED / CONC 6. DRAINAGE AGGREGATE SHALL ICE INSTALLED 1IFtE�LEI IINC1 IN 12" OF THE 7�3 OF THE WALL IItF I [ ROUND CONCRETE AT EXPOSED END OF DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE I NT OF WALL. PPE. PRIME & PAINT, COLOR TO BE T, COMPACTION SHALL BE TO 5 OF MAXIMUM STANDARD PROCTOR D-6 B a Number C3atDescription ; SAFETY YELLOW. CONTINUOUS WELD TO B, COMPACTION TESTS S BE TAKEN AS THE WALL IS INSTALLED. THE UN NUMBER OF SHALL BE ICE PLATE. INSTALL ILUB, SHIM AS DETERMINED CHANG REQUIRED BY THE SITE SOILS ENGINEER_ ; - I= . COMPACTION WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERA, TED E EI+FT. j16- SD. /4— THICK STEEL PLATE. Q. GE ETIC S BE PLACED TEST DIRECTION PERPENDICULAR TIC F{�LLt? GEO C 3/4" EXIT. BOLTS, W/ 3" MIN. MANUFACTURER'S INSTALLATION INSTRUCTIONS ARID WRITTEN SPECIFICATIONS. 9E€I MENT. FOUR PER BASE PLATE 11, CONTRACTOR DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WAIT; UNDER t�CTIOW I 12. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING. PAVEMENT, OR TURF SHALL BE INST IMMEDIATELY WALL IS COMPL.ETED. 4,000# TEN(MIN) PER BOLT, s i/ FISTING PARKING LTECIC SURFACE. 13. FOLLOWAPPLICABLEI� SI€ONS OF THE MANUFACTURER'S IL T TION INSTRUCTIONS W SPECI TIONS. I 14. IF CONDMONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFICATIONS, ONTRACTOR MUST CONTACT ENGINEER PRIOR TO PROCEEDING - THE CONSTRUCTION OF THE WALL DETAILS SHEET 1,-1, ) 1 " HIGH DEI�STI•Y` RUBBER WASHER SEAL. WALL REINFORCEMENT DOTES. 1. WALLS LESS T g IN HEIGHT DO NOT REQUIRE GEOGRID REINFORCEMENT. s 2. WALLS I N ' AND " IN WEIGHT SMALL BE REINFORCE WITH 2 ECUEEC,- SECURITY LLARD SPACED LAYERS OF MIRAGRID 5XT REINFORCEMENT. . WALLS B 48" 0 72' IN HEIGHT REINFORCED WITH 3 EQUALLY � �L • Nam: SPACED LA OF IRAGRED 5XT REINFORCEMENT. . GE RID REINFORCA ENT MATERIAL AND LENGTH SHALL BE AGCORING TO MMUFACTUR E'S NORM � INSTRUCTIONS AND WRITTEN SPECIFICATIONS, AND SHALL BE AT A MINIMUM OF PLArANINao 2=1 . 1 5 2/3 HEIGHT OF WALE aK a s I , i NORTH ANDOVER HIGH SCHOOL ATHLETIC I '- 1O'-1O 1 /1 ' '- " COMPLEX F I I 11 12 1 `-2 1 - 1 - " '-0" 18' -U 18'-0" 1 W'O" 18'-0" 18.-0" 1 ,-0" 1�'_C" 18'-C" 18'_O" `-2' 1 I I ' '--4 4' 1'=11 1 t '-11 14" 98._4 ,/4" North Andover- a I 111� '� `� 1 '�11 1 11" a® " '- " 1 11 MA i -.'f I i. architects and 1 a n n a r s ,, _ 1 I , 87 Summer Street A 11 ( 7 4� p 2858 3. Foley and Buhl Engineering, Inc. Structural Engineengo I a I s - - _ 9 Galen Streete Su Re Watertown,926-9150 FAX 1924-4467 Robert ROW OFSEATS. l - -Sullivan, I Plumbing Engineers- Union Wharf-Unit 302 GUARDLUNG FZEQ'D AT - - - - � i= - _,_ MA 02109 AREAS. I _FRONT AND EEL 17) - 2 I y I OTHER. FAX; 61 - 1 - Co-,Inc. - - - Electrical Engmeem I I I - _. I t a earth Wash!n n Street — — - --- - Boston, IAA 02114 -- - I -- Ar 3 Schofield Bros.of Now Englandr , . Civil Engineers 77:77s - I _ - _ - - --- - - -- - - -- --- - 8 d ' a FrTsrlgl�a�rl, A 02184 - - 08 7 -00 CONCRETE WALKWAY BY OTHERS. I ' F O 879-1797 Gate a ,Inc. . MID-AISLE RAIL Civil Engineers l - 2" HIGH I GLIARDRAILJNG REQ'DAT - 1 1 /4 -0 ALUMINUM PIPE RARJNG163 Libbey Parkway FRONT AY. - TOP RAILL 4g BIN E OF PO Box 890189 FOOTBOARD. Weymo uth, SEATING PLAN GUARDRAIL 1 " SQUARE VERTICAL PICKETRAILS MOUNTED TO x G>-7T F 7 1 DEL TUB POD. 1 ROWS, O" ELEVATION I SKuZ=l ul 6 1 4 RI E,/,1?JN . F GUARDRAIL AT WHEELCHAIR AREA. I -TOP RAIL LOCATED " CAI' ABOVE FOOTBOARD. ��C � INTERLOCKING � INCH TTII a3 ACID 1362 CHAIR SEATINC CAPACITY O FRONT GUARDRAIL AT AY AND P UPPER WHEELCHAIR SEATING CAPACITY 16 LANDING COMP ION EATING CAPACITY` 16 -TOP L LOCATED 42" MIN ABOVE FOOTBOARD. i 3 t TOTAL EATi�� CAPACITY 1 '�4 SIDE GUARDRAIL -TOP RAIL LOCATE 4 ' MIN ABOVE LEADING EGDE O T ARD. I R GUARDRAIL LE -TOP RAIL LOCATED 4 " MIS ABOVE R ROW �TBOARD. - c Eng Planners 1 y I ey 1 MON P 781�, 5 F 7813W 7 p ga""Ofn Boston Saknom Orlando San Francrsr"D 'dgo I l i ate- Drawn ' j I I By- WAH Scale: 3/4 I I I i W 1 i I I 1 Revisions. m r I a1a bi 11 n AV ! ICIWs f ! 2 W COPE GRANGES i I I f - i i I BLEACHER 1 LAYOUT PLAN R £Yr_ �.T.s. . . I� ® I I � I ' I I i; E NORTH ANDOVER 11 TREADS 0 24" '— � HIGH SCHOOL ATHLETIC 1 - COMPLEX TOP OF WALKWAY I _ a EL. 117 10 - '--•- � -' CHIN L NK FENCE AlA North Andover, - n - MA I ALUMINUM SEAT BOARD 011) MOUKED T ALUMINUM FF " BRACKET SUPPORT. r � NEW CONCRETEco 5 i RETAINING BALL AND I architects and planners DRAINAGE W� ' ;Y Y OTHERS. `: .; Summer t SPACE,/CAP I I 7 t �. I - _ CONCRETE FL ARK -F FAX1 `, ICIER EDGE ;A , u Foley Inc. Structural Engineer = SUPPORT BEAM 9 Galen Street, tNO Watertown, MA f72 7 1 x FAX 1 7 SURERobert W.f Sullivan, Inc. ` TAP OF WA - Plumbing Engineers y f 4 pp Union Boston, MA 0-2109 y „ rx f - I v 0: FAX: (617 5IM- 01 f �ti 3 PROPOSED Engineering - I _ c GRAVEL EED Electrical E neers ,'= RRII< 160 fc} �ir1 # r3 art PITCH TO FIELD ' Boston, MA f �= _ 211 BA 'f 1 jj {f ' f 7-7 61 'UPPORT BEAM _-._..- € r / / Schofield Bros.of New England, Inc. � f / l r f l Enginem 1 1 Worcester Road i E Framingham, MA 02184 (508)879 -0030 ale oclates, rye. 4 ` Civil 163 Ubbey Parkway PO Box 8 189 SOU D 4" PVCY- et ,MA 02189 T3 1 " COLLECTOR FIRE PERFORATED PVC PIPE (81 ( 1-6465 )335-W7 T `P. 5 PLACES SEE [DETAIL BELOW TRUCTUR DESIGN PER , }g ARCHITECTURAL DRAWINGS - - E B C FA-L H Gale Asssodatm Inc. Boston ElArnore Orlando San Frands-dw I E I x _3. . l 3 1 I 4 HOVE BER 2003 I i COMPACTED Drawn By: WAH GRANULAR FILL DRAINAGE ALL Scale- 4"= - " MIN. ALL 7 AROUND Revisions: 1 _ Nor Date Description PERFORATED PVC or CMP , (SEE PUN FAR SIZE) 1 1/6104 REVIEW COMMENTS 2 It20104 REVIEW COMMENTS Tj 3 1 3125104 SCOPE U E rY; 6'M N. fir' EGR COMMENTS UNDISTURBED EARTH 3 I 'IN_ S LT TION FMRIC BLEACHER DETAIL ALL AROUND (MIW 14ON U ISHEET J APPROVED EQUAL) i g ,a Fie Name,TIORMLEMETMG INTERCEPTORAPR I DETAIL - , E I � -SKZ=l I - NORTH ANDOVER HIGH - —SCHOOL - II ATHLETIC IirCOMPLEX 2_5 e P 1 p f 1'-6 131 " s 120 10'-10 1 16" 3 120'-4" North Andover MA E Li,.i d .8 5.8 1 arc i t o c i s and plan R e r 5 fI 1 t t , i 87 Bummer Street a f " 6 — " 1 Boston, 110 �-Z 1 —p 113 1 1 �? 1 — 1i '— " 1 — 1 _ y 1B -- 16 —C1 1$ -6 1 — s6 — (617)426- I5B -_ s 3'-0- , 6€— i 6'—Il" s 3f_6 i 17) 1 7 _ fFoley and Buhl Engineering, In Structural EngineeriPA i s i s i Galen Street, Suite Watertown, MA 017 { I E l ? Robert W.Sullivan,Inc. V Plumbing Engineers k Union Wharf- Unit SB 3 € v 1 1 . (617) 523-82 e 1 23 1 Thompson Engineering Co., Inc. Electrical l 17Washington f Street i 1 c 1 Boston, MA 02114 1 k 1 (617) -6 16 €€ ' _ - 1 l C) E .i Bros. England, Inc.. �: � 1 � B� � � i 1 � III Engineers � WALKWAY 6Y s tlTl 1 � __�_ L � � � ' # j 1 71 tester 2 F2 F2 1F2 F2 F2 F2 F2 F2 Framingham, MIA 02184 F2 F2 F2 t1 , _ { { i12 rz - - ( Gale Associates, Inc. ii1ey Parkway 1 F1 F F1 FnF Zr-T 1 Ei b 1 3 ' 9 9 € 1 i @ € 1 I SK2=1 ol 81 - 11 Weymouth, MA 02189 . - . PO Box 890189 I F 761) 7 CONCRETEAY Y OTHERS. R iE a' 'Y OTHERS, s " HIGH RA LIN RE D T FRONT AY. C40 NDATIO� _ - -- 3 " 1'-8" L _ ANCHOR BOLTS NOTES- 2 NIA AND WASH 1. THE N F THE TAP O13 TH CONCRETE E NR (SEE SCHEDULE FOR OIA � PIER IS BESIB�II TO 1 1 " BELOWTHE STEEL CONCRETE(SEE SCHEDULE TOP OF BOLT TO PROJECT � BEARING �:TI'' T FAR �t TAP OF FOR SIZING INFO) - E THE DESIGNED TOE?' 1§! nf CONCRETE PIER S E + �- 1 `B- T�I~; NCRE E OF ICIER ELEVATION. �: INSTALLERIS RESPONSIBLE FOR N—S IMN VIRTU REBAR GROUTING. LE / 3 TIES 0EiONE[ STEEL BEARING _ELEVATION 6x6- 1, `1, F 1 ON CENTER R TIE TOP OF CONCRETE Y Eli T MATCH le ,Inc. (SEE SCHEDULE) i . ' FINISH E �.. - DISCRETION. INSTALLER IS THEN RESPO I FOR , Pa Weymouth,MA 8 ANY ADJUSTMENTS. =�— e _� PIER 1 e [ Ei� ELEVATION ` n L4� N It} BOLTS BST HAVE PROJECTION + '— 1/6 O THE TOP OF PIER ELEVATION. SECTION E = N GRADE 3. MAXIMUM HORIZONTAL TOLERANCE OF ANCHOR 3" SEE SCHEDULE FOR BOLT PLACEMENT BE 1 '6 {{ I OLR E NF I 1 �E1ro . UNDERGROUND RE TO €�E LOCATED I YECT I FOOTING D KID DURING R PROCESS PRM I FOUNDATION EXCAVATION. CORP. SHALL 'IE - NOT BE RESPONSIBLE FOR E TO UNDERGROUND ERGROI N j U11 ES.. Date; 4 O BER 0 . MINI FOOTING B IS DETERMINED B STATE FORB L BUILDING LIES. Drawn H t € _g•• S �, .�.1. �.s � __m r r t z U " 6. SOIL B IN PRESSURE IS T€ I DETERMINED B e: "=11- CHOR BOLTS C 1OR BOLTS �� - �� SOILS WEER. - - - Revisions: Number Date Description FOOTING SCHEDULE PIER SCHEDULE j SIZE REINFORCING # F SIZE OF ANCHOR BOLT I i RIB " .€ f,B., ,F SIZE REINF�RI INS s ft-' WAYANCHORSIII-IR TEMPLATE I i s ins 3cn BARS ,� j s HOOK -039245 € 'E " - #E E - SEE S I•iEBULE SEE SOHEDUI _ - - Al l BOLT L YOUT �NH R T UTPI � al Tl� � 00T PIER F I� � r , FOUNDATION PLAN 1 R R , 71 `T APR Z 9 20€G _ i I 4 � FiwkCvN ry ' 9 i 3 - a i I tI f ; NORTH ANDOVER HIGH SCHOOL ATHLETIC I i MPLEX 2" x 1 0' ALUMINUM1 G21 ] - ATTACH TO ( ) 116� CLIPS [OtE# C 1 /1 ro x 1 1/2' , i HEX NIA & FLAT WASHERS <Wq 601HG. r,1_V4G & 6171 North Andover 7 1/27 MILL FIN. ALM. BRACKEr ( 1 ATTACH TO VERTICAL ANGLE OF STRINGER WITH (2) 3;11T R X 1 HEX DDLIS, i HD( NM W/ WASHERS AT TOP & BOTTOM < 62 - 21 > 1.9'O FACTORY (2) 1 3/4- ALUMINUMF - ALUMINUM MID-AISLE GRABRAIL ATTACH Ekai FOOTBQARD TO HORIZONTAL ANGLE OFFRAME *TrH (1) 3 1511V HOLD-DOWN CUP � MZ 4 [ 1AM], /16' x 1 1/2' T, HEX I T.a,,,, UT & FLAT WASHER <HDW# 601H , 61 617HG> architects and planners INTERLOCK TOP OF RISER KFO GROOVE IN FRONT FOOTE)DARD 87 Summer Street ATrACH SMOM OF MISM TO VERTICAL OF 4EELEIOARD WITH FLOOR FLANGE� <HDW# SHIPPED ATTACH COVER PLATE TO 'SIDE OF Boston, MA 0211 12-24 x 3/4 IEK SCREVIS [ �-3;/4> STARTING AT 7 SET SCRM TEX 3/4> FAX( 17)426-1457 CONTMING AT36' ON CENTER Ca 7' ATTACH RMERS TO FRAME WffH I Foley and BuhlL `n , Inc. 1 / " SILL FINISH ( ) - / � T1 >� rF (3) 1 3/4- DEEP ALUMINUM FOOTBOARDS - ATTACH EACH FOOTBOARD TO HORIZONTAL = OF 7' ALMNUM FOOTBOARDS (3) 0 TOP, (3) 0 BOTTOM 9 Galen Street, Suite 220 STRINGER WITH (1) 3 1 /16' L1 Watertown, MA 02172 1 s ( 17926-9150 [DIE# G41AM], 5/16'0 x 1 1/2' CARRIW ter, HFX I F ( 1 24 7 NUTFLAT < �, 61 6171� > Robert W. Sullivan, Inc. Plumbing Engineers L WITH (4) 3 ' x 3 1/2' H FIT IN A E6 , Union Wharf- Unit 302 3 SOLTS, HEX NUTS & FLAT WASHM - on, M 1� tt�f BEHIND F eH F 4 56$11� ,,r4 F ( 17 523-8016 STEEL STFUNGER AT STEP FRAME _ ATTACH T Thompson nin i _ Co., Inc. FOOTBDAIRD PLANS WITH (3) 3XO x 1 1/2* Electrical Engineers H T5, HEX NUTS & FLAT WASHERS < # 6261 , � &U a Boston,rt, 211 ( 17)2271 8 TYPICAL CONNECTIONSTYPICAL � L_ DECK yp' I gFRONT - �17 d of England, Inc.. Civil Engineers 1071 Worcester Road Framingham, 02184 879-0030 F 50 76177 Gat Associates,Inc. Civil Engineers a 163 Libbey Parkway i PO Box 8,90189 j Weymouth, 0218 I (7 67 I CENTERED ALONG L SPACING RUN OF DECKING- OSI OF JOINT-_ COVER ONLY INSERT - PLANK WITH A 2 1/2" x 10'-r ENDS OF STAGGER ALUMINUM 1 / � ANODIZED AL / LIIe1 1- FIELD FORMED P01GA PINE [DIEf 064ACI TO FTr RiSE/RUN qYPCAL PLANK SPLICE SLEEVES 1LxAf4 ALL R(M 0 PLOW SPLICESI SEE PAMNG UST 'M MATCH LE CT PLANK I Gad Associates,Inc- Engingwe AroWtacts Pkgnn I IN 3) 316 _ ; � 163 Libbey Parkway{Wernouth,Mok 0281 OF JOINT CaAR P 701-335-e465 F 781.335.W7 . inc. = = _ BWon Baftmiore Odando San Frarfusm I I _ ( ) 3/1 6 ALUMINUM i L INSERT SPLICE SLEEVE [DIE# 096AC] HiALFWAY INTERLOCKENG DECK PLANKS OF PLANK ONLY POP RIVETS - ONE1 INTO ID OF PIPE (1 /1 WTTH i POP RNET THEN SLIDE SE D PIPE OVER VLEEVE SECURE WITH (1) /1 [date. 24 NOVEMBER 2003 (�)IJOINT COVER INSTALLATION 0 TYPICAL SPLICE SLEEVE INSTALLATION Drawn NTERLOCKJNG PLANK SPUCE LOCAMONS FOR SEATBOARDS & FOOTBOARDS Revisions. i I Number p f I Y'u E r Date Description BLEACHER DETAIL SHEET i i y Rm Name:71 I ALPR 2 2-1. SKZ=l ml 9 " - A I - I � NORTH - E ANDOVER Palmed krxackle c sty Patl LV- ` * HIGH SCHOOL assembly l 11 ATHLETIC CAM* COMPLEX i 2 Steei Pale section rill 6racice, (1. 7, or .3 ) North Andover MA Lim , � 3 i Fixture -Type: LV-DMZ I � Lamp Type: 1 €G - z � I Lrurnen . 155000 I` I riles Date: 104122R2 05-Se 2QQ3 ' Prepared y: Jornes Gilbert I Liadtled I � architects and planne r s 87 Summer Street EQUIPMENT U-STING sPole eam Ec 10 e unfEes `e! �i d£'�la+ WI helpaht sip t+. /unA /knit a Boston, 1 € .st 7i" C]' 7. ,E4. `a6 ; *Pre=- n :.- - wire harnessWith � j � j rr grips and qua conned plugs ? 9 S?—S3 76' 7p' for ease of '_ in the old. l 79' 70' 9' lm I is ( wry in n� easier 1 n 1 n 11 inn, � . z 55- scr` 'i D' 17 i 27 and paw a fair abrasion i l3 I Efl i)i_ ;T- - ram.] I ( t Suite 2 II All steel clnossarnm and poles we hotWatertown, MA COPYRIGHT (C) 1981, DO ( > 7 - 1 �� ' di galvanized. � " mounting Wdlet: fad in QrMUSCO SPORTS CpariitltulbfF,e rlt- coded I I lasa powder aslarrrfirrur . �i Fes: ( 17 tee consent f , a o S trfs i l l3n " *All f fags, hinges, c -ocoem to electrical enclosuire 4- latches are stainless steell. wiring I : Sullivan,Inc. Vole top a_ Plumbing E tl� ff and aiming (complete aid I f }. Unite!Wharf- Unit 302 Boston, MA 02109 use of >} -A-Longs" for 4- ' ( 17)52 7 installation. k FAX-( 17) 1 *Included with each project are-, Bose installation wedges Thompson Engirleeting Co., Inc. One offset i�a[ ' level I One In lla ion raid Electrical Engineers l 1 North Washington Sheet I TUBES: 1fl'W Boston, MA 02114 ' of couplings and ha fair ( 17) `7- 8 r Speakem l l I FAX: ( 17)227-7561 Security Lightsi € Other attachments Liffirig bar holle- Schofield Bros.of Now England, { Nornina l Civil Enginem I 2' - 1071 Worcester Road OUT PLAN _ Framingham, MA 02184 T .S. i •.` ' ° F ( - _ 7 -1797 l 4 1 concrate bm Gale Associates, Irma 4 Civil Engineers .``, = rah _ ii : Parkway A E �{8{�9�0}} e. s - -_. - h[_7y7i_7 1 l�louh MA 02189 (781 335-6465 F (781)33 - Patented kn€ackde cone assomigy Rwilovable pole cap Patented efdec#c crossam _ Patented W $ vifi3or am � P,* top Light Structure with 17 _ tures NOTE- I a oat ra designs- _ p E Patted liquckle cone a rm�ly are onRemovable j P* Cop 71- ector assembly --Material of lteafPatenl li ed lv r lsfy P per BC 1997 a #ion, Va g i i — Steel - c 2, Chapter A Vvi-mon 1, Section 1 . , Tam 18-1 A IPak topsee ` " fowhations i for details. Jacldrig lmket 1 b(34QJlal Thave 0 rairt rrtUM r € - i4 3WO ttsi after bracloda : area LRVdrmole Steel pole 1 Zor3sue} I - I4GA-LH gn adtx�ie _ :€ Setscm Concrete &oc[sf tl ¢E € ° ` tes,Inc.. E � I f Ex" mil I ? Engineers Architects Mann 3 Cis I d E Rest pale secfim 163 Libbey Parkvay I Wisymoullti,MA 01_ i ` ' sectiom) P 781.33 � 3`781- 7 .gainc. Boston Baltimore Orlando SanFrancisco x _ 6ct �a € - , i a d 1 j kellum grips and quick connect plugs for ease a' connection is three field, I I - (Harnesses in nor wing i i ` and a for abrasion Electrical I3 _ � _ - resistance.) Y Per miage) l st l and poles a host O� tee! wire horn with a E d a = ed. kcrt grips and quick connect plugs lenclosures rng rod rl aePa t fry tf 'on field. a I I _ l to be provided by installer _ t - _ urninurn. � p- in r casing'# threadedfasteners, lrges, a and r p, for abirmionDrawn;; .I electrical enciasure -my PW Voltage) By: WAH ( a are stain I'. to 'P top m f tory wiring � *AN ! raasarf � hie I me and ding (�p�e � di niz . � � � � a��a � b *AN electrical enclosures are powder- Imounting bracket 1 E 'kJacldng bracket align allows for easy wiffun 9w kivest enclosr" mated aluminum. j 3 u of "Cc ne-A�-Lange# for � ' * f rs, hires, anti � i �� 1 Revisions: ( installation. latches are steel. I to I-Included a�Ah each project are, l *P� t /factory wiring � l 43F17�r � $ Q� fSt� Base installation T1 i L clue at installation. a s l assembly). Pow disconnect k.W One Installation rifting rant 'Jac" bracket design allows for � I I Nominal use of $ A-Longs' for 4 OPTIONAL FEATURE : 10 0a lnsta V/I *Addifiond cisp a handholes for Pkile *included with each project are Speakers Base installiatim wedgesSecuI ash lightsi bar l I i Ind l kOne installiation lifting rod TT Nomfinal § OMIONAL FEATURES: 10'C- 1 - Ar *Additional caupfingis and handlioles forLIGHTING LAYOUT SWakers lI l i Other offuchinnentsiuting l `hoinNolinind l I' Tr 'te base ] PLAN & DETAILS I X� '. ♦tinderground access hole .% 77 4 Ground Level ,E id Girm raraf `:l I I pre provided . �• Re Ram:71092GSKZ-1-20-E)WG concrete base E [ UrdugmW access haie n 'ly Ll - -SKZ=l m20 I i - I r i iNORTH 0.04 ANDOVER ll d, 04 a HIGH SCHOOL - z ATHLETIC 41 COMPLEX 0104 9 0. x r 10 11 12 14 ll l 3.i 0i08eOo F.'F 1 d f P�. P iJ 8 3 SJ 3 _�i F 5 i t d� 0 it - t 0,04 d { P i g F x ll 9 0.08 oNorth E O !0ocl � f I d 1 _- 3 Andover, ' ` 0,0 k 3 n MA 33 0.04 0.09 Q f > d 2 t 1.30 .L F 1� _1 1 3 0 4 s 1 B - - 6(5 - 7 Summer Street I 0.5 f 1. _ n, MA 02110 _R - _ - [ , Inc. _ - _ -- - . i Structural 9 Galengreet, Suite NO o, � _ ;;. s Watertown, MA 02172 t 4: Robert W.Sullivan, Inc. gig umbing Engineers Union Wharf- Unit 302 1 e 2Boston, MA 02109 3"` s 3 ! .- 17)523-8016 s a 3 I x p1 — �o,1 } ,0 Thompson Engineering Inc.e 1,43 () Electrical E -gin- - I7 -Y --1 j ---.. a.-. t.. 7 P � _ �'I.. I= _I F � x �F.I I °_I 1 1?I �I I ! _ - - I: - =a- _ _ :_ r` 1 = 1> 1 ' 1 160 North Washington tree „�; �:� ' - '� ,- _ f• OJ9 -'gin 1 �� z 06227-6818 1. ( 1 = = 4 f� AA - _ i - F1 e , Schofield C - 17England, I of Now ,3 I Civil Engineers 1071 Worcester Road Framingham, _� s7 - �� O.05 0,14 � 7 -i 797 01 � £ I 3 I - f �J,�,,�>.. - ' J tF. : i I _:.€ 3 I_. . - .l- - 4 - Gale -- , Inca -- i �. 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Lice # Date, 104122R2 1 -Sep- 003 x ecover abte Light Lass Factory Lo I Number Date Description r , Prepared .James Gilbert Total Light Loss L or LLL � , z- X =.INITIAL SPILL LIGHT EQUIPMENT LISTING HORIZONTAL FOUTCANDLES PoLe Pote Mounting PoLe count Location wi t size Etev. /un t ' 7LIGHTING LEVEL �a 76' 7 11€2 ; 1PLAN I Target Points: F 80 238 , 80i #, a � Average: 0.50 Re Namw-710623L[G14TLEVFLS_0VVC a Maim: 5.32 COPYRIGHT (C) 19 77 0 Q 3 MIr ,i F4 ' ` � f v 1 F U CU SPORTS LIGHTING o Not to be Y reproduced in whop. or part without the writ- SKZ=l . 20A Max/Min,, 151,214 tern consent of Masco Sports Lighting. , -- � I __ \ f l -- - , I I ; - i a �I - I r _A\ 2 ; I / I TIC E -- 1 ' _ 3 I r I / EE I i ' t '__ _Z_.Iz/-_/1I_/-/""I#-,"'j,,I'II/,/,',_/xI..-"_-I_'F I_-"_-O""",,./1_/..,z_"_,/-_z'7 1,/*-;'U/'-_I-_/,/-1I t` --_/",./-"--,,-_,Y- 1I'----1'/'1,I�-,�/--,//---_,--z_*_�1,I.r-,--"-�-1,-_/-'I,*--—-,.;/'-#-- 'I_/''I-''�_'14.k;_'4""__I/1 I'_/AI'/""_,/.-1-1,�_,I -,/_I,--_.I_",'''"'_'-,1/�,_,//-_z,/""/.-''-..,, ./-I-/111 1-_",'1,,�'//,II.'"_1-,'-,#l-e/—'1I/,4,//-I,/I1--._/,I_"--I/_#1.�/-"'-_'.1Il'1'1 f_/1,"-,./_._'-I'-z//-,_4._-_z_/'II'_r,,_z F/-_1II#'-'_�,z,/z*_'_""'"-,_/</'''z"'_-II1�_'-�,I*"_,,I'I,"1"',,/--/_-'z-_,-5 I I,_/-:.I_I�__'.I':--z/-/-'-"e__I---/''-/'I lI'_/41.''1I I/t"_,V-z-",�I>-/�,,I__I-I,/'-1I_II P----_-,L-1'.�-I"I I-'1'z_/-"_,'',,1 I1_'/_<1/1--''x 1__'-.\-z II,-1 z-_/--I 1:I/'/1\--41 z�_/'Z_--,�/-#,/1 jI,1__I//_II,-.//-)"�,I//.;#"-"I"'I/-��//,I",-/�1/,1 I.,"'I,4/I/'-�.I_- I`'/'"I 1"".,1'�,0 I/_,.''-*'/,,I,-I,,,_1-/1-'',// "/_�_y_.'_"-�_/`.__,/I/""-I-�._,//-':/'1 x'-,1-1'I,/.--,1�//-./ /-zI-_//I I'-I-'>-*I-/j t'I 1'I//0'"I,I-1 z///_'/I/,/I-�-'/","'r/Z'I---_'/N'_/_//II ,_I""_,-,/1/,/--_..1_z"",''I/.--ft":/�//'I-/_"I/1-I x-'1/_,e/IP/_1-�_I/-.,,''-/,'/I�'--"_/O-/I 1,"�6,_/`-I,':/I,1'I/;I'/.-_'> rI,---1_,T 1"",",1'-/_-1<11I'S_I'/_,/>,_1"/,_1--\///'I,.-1'---"/I1-I-/e1_1"_/_1 z-'4/,''-,-,"z'>A1/,-.7A--/''-11/1I2 1'_".//-_NK.//"/-I,I/-/Z�//I/'�/'-_,D'__-/I_'/I/I'_-;'I 4/T/.-,_'I-'/-,��/_i-17,-',;- ./-/'-,',�'_,."-'�<-/-,--�V;OI-'1/'L /-9_`/'_I/'Ia',1,i-I�.I-/"//FI 7'/1_-�'/,_'\1"--, I_�1/_I I'-_I_-.\I///1I-,-z 1'1I/_/i,Z I_'_--1/_1A1 /I/I,1J-"1I-/',"1-,?1/I/,I''/''�//\_I I/I-/"z.�__,I./<1/-'_1z/-__--1-zI/'-,---,1*---I, _/Z'"' .//,"1,4/1/1//II/I'/I_,I///II/""/,1Z'_"I--I I-"1 1//,.-'/1-_-I-',I-_'/Z-,/-./-SI-I,-'v..,,/-I"_I_1//-O;/_'",z__.'r./I.II I'/.,I"I.-1'1-_e/Ix�'"I I1--','/"I Z/4I,I II/-' "-4'IIZ_I'-1/I-I-1."IIII/I"/IIx I,_/-/"-I//'- -:-1I_/'I'1/-_"I_'#X-'I_-'I'/_,-'f-//-"//"'1'--Y"#/I",.'1"�_I/.X I'/I'j--1I7/'I,__//_1.'"'1,11-.-l-_1 j1_-.. #-.1I I/-"",''1-*0-//_�_/I-I'_-I-/ �I 1_I_"-II 1-./I/ '-/_1,_1z,-IR-,/1-,_"',---11 I-1 A/1`1_/_''\II,,z_'II'"-t2 I1 z_,/.;—_,/"'_''-'I_--1/--/�'I).-I/ -I/�'/,A I_/_X 0_,II/-./--'."_/-'I'"11 r',""--/..>1.-1"/ t/I/_"I-_-I///'I----I,--'/""-I_,_/"-"_I'',-'--A_//I////I�_I-�_-,*—/_'_--,/,-/,'1-.W',1I&I,W-"/--_/'',',-x1 1,-1/"�1----1_�"11 I/''-/11,I'/1/1/'-"/_4)-;--,":' X_,-:_,"-;/;-''-#11--6'-1'�/,Z_-- .,"/_--4,--'__I-I/--1,1,1:,-/''7/-,_",�'/Z_,'i/"_z/-1 I'-,"_-4,_/_1,I,'1 //.';" /-/.","I 1- I 1,_/I""_-z-._,'I,I1.1,_-";_/__/f"_I I-"'_'_'Z�-',.�,_1_ I/ ._-IPI''I/-___I/-__/';,'- "/-".1"I./-,1--'/--e".I 1---'/1''/.�I I!'--_ '-1-/II,zZ//"''.-I"-,"'F I,...-/,_ '_--_"Z 1'/_;_-,''-I'--,�",__I,/,-'/'-_1"I_,-,/-_z"/I.//-"1,'__,. :,,/'1'-._-!1,/_-4.iz I_�� -.I,_,,//-o I,./--_1-/_I'_'_,_ ,,.II1',_'�-/.1A I-1-z,/,'1 1-/'".I -i'/'-1�II___/I_I,/I_/-->1 I_�-__I_1/ --"e1.-�,- /-,/1-,//1\'_-'1I/"-I I II1_,I'._-,,i 1I',/_"-1/I,". ,1_-/Z 1x-/--I z,I/I--1-'_1I I","I�--//1I"- __'P-"//_'--/z /IX<'-.,''_II-'I /,_/),I I'/-_1_.I-/""/;/,W_- '/I 71/-//-_I//"�-_,,"--","-1__- .-'1 I,r I/--_/I-�/I I///./I.�W1--r'r' -:A-'_-I1, 'I/Z,'I z I/,.-./1"1-,! /,1`7/-//I/I/,.I I 1"IN/'_- /C,1, I"//"I-_/ I-I,./I///-I/-�-.1 1I-1"I_I I_"_I.I/ r/"1- '_I'1""-(_.-"1_�-.II"- I.../''#-,. /1"I_I_.1'�j"-/I'*/ _-/Z/ —1"/I,_/I W—-/"I4/-/B I/_ V-.-V_' -WId F-1I/' :ISt///-/)_(&- /_VI'f/_O-*0='IVP"/P//,W--I_1-O_4/,,/ -,A-V_/_—/_S-2_�S'%;// F/D"-/J_\I D/_/E)__/—E/\1 /P 7—/\J11'E_ A, 4///.- //V_-_1\I/ .� /E�8 \/'�_/ II TI�/I z--//2 I _ '-f/'_/I 1" f�(i/ /"- /f Z/" II /1/z1 )/ "AI Iii i. 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