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HomeMy WebLinkAbout2003-128 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-LAW 2003-128 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Barry-Bryan Associates (1991) Ltd., Whitby, Ontario, to enter into an agreement for the Architectural Services, for the Indoor Soccer Facility and Outdoor Lacrosse Bowl. THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS FOLLOWS: 1. THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the Corporation of the Municipality of Clarington and seal with the Corporation Seal, a contract between, Barry-Bryan Associates (1991) Ltd., Whitby, Ontario and said Corporation; and 2. THAT the contract attached hereto as Schedule "B"form part of this By-law. By-law read a first and second time this 15�'ay of September 3. By-law read a third time and finally passed this 15th day of September 003. John May-or atti arri unicipal Clerk CONTRACT DRAWINGS The Corporation of the Municipality of Clarington Indoor Soccer Facility and Outdoor Lacrosse Bowl 2375 Baseline Road, Bowmanville Tender No. CL-2004-19 OWNER CONTRACTOR Ilk name of ner ame f owner at L Barrie, Clerk WITNESS WITNESS signatur gnature name an title of person signing name and title of person signing John Mutton Mayor signature signature signature signature name and title of person signing name and title of person signing name and title of person signing name and title of person signing SET N NO. ISSUED DATE BY 1 FOR TENDER AND BUILDING PERMIT AP 8/04 BBA i i Leading the Way S (DwM0^tkNN/ 1 E EE COMMUN11TY ARK i MUNICIPALITY OF CLARINGTON INDOORSOCC R FACILITY AND LACROSS OWL 2375 BOWMANVILLE ONTARIO LIST OF DRAWINGS J 0 fn UJ CIVIL STRUCTURAL MECHANICAL U) SP- 1 SITE SERVICING PLAN S201 FOUNDATION PLAN M201 PLUMBING & DRAINAGE U) SP-2 SITE SERVICING DETAILS PLAN S202 ROOF AND FIRE SYSTEM STANDPIPE O o LG- 1 LOT GRADING PLAN FRAMING PLAN M202 HVAC LAYOUT S301 TILT UP PANEL ELEVATIONS M801 SCHEDULES AND DETAILS U � LG-2 GRADING DETAILS PLAN Q Q S302 TILT UP PANEL ELEVATIONS --J ES- 1 EROSION CONTROL PLAN Z ITEM OBC DATA MATRIX PARTS 3.+f46 OBC REFERENCE S303 TILT UP PANEL ELEVATIONS 0 O 01 PROJECT DESCRIPTION: Ef NEW ❑ PART 11 PART 3 [I PART 9 ARCHITECTURAL S 3 0 4 TILT UP PANEL ELEVATIONS ELECTRICAL z ❑ALTERATION 2.1.1 ❑ CHANGE OF USE [3 ADDITION 9.10.1.3 S 3 0 5 TILT UP PANEL ELEVATIONS 02 MAJOR OCCUPANCY(S) A3(ARENA) 3.1.2.1.(1) 9.10.2 A 101 OVERALL SITE PLAN E101 SITE PLAN INCOMING PRIMARY 03 BUILDING AREA(M2) EXISTING NEW 2,645 M2 (28,482 SF) 1.1.3.2 1.1.3.2 S 5 01 TYPICAL DETAILS AND SECONDARY POWER >= W% 04 GROSS AREA EXISTING NEW 2,645 M2 (28,482 SF) 1.1.3.2 1.1.3.2 Al 0 2 ENLARGED SITE AND LANDSCAPE PLANS W 05 NUMBER OF STOREYS ABOVE GRADE:ONE BELOW GRADE 3.2.1.1 & 1.1.3.2 2.1.1.3 S 5 0 2 TYPICAL DETAILS E 10 2 SITE LIGHTING 06 HEIGHT OF BUILDING(m) 10M 2.1.1.3 A103 SITE AND LANDSCAPE DETAILS 07 NUMBER OF STREETS/ACCESS ROUTES:TWO 3.2.2.10&3.2.5.5 E 10 3 SITE DETAILS J 08 BUILDING CLASSIFICATION:3.2.2.32. 3.2.2.20-.83 9.10.4 A 2 01 GROUND FLOOR PLAN — 09 SPRINKLER SYSTEM PROPOSED 9.10.4 E 2 01 POWER LAYOUT ❑ BASEMENT ONLY 3.2.2.20-.83 U ❑ IN LIEU OF ROOF RATING 3.2.1.5 A202 REFLECTED CEILING PLAN Q E202 LIGHTING LAYOUT Z Ef NOT REQUIRED 3.2.2.17 . . . L 10 STANDPIPE REQUIRED d YES 0 N 3.2.9 A203 ROOF PLAN E801 SINGLE LINE DIAGRAM Q 11 FIRE ALARM REQUIRED ❑ YES dNO 3.2.4 9.10.7.2 12 WATER SERVICE/SUPPLY IS ADEQUATE Ef YES ❑NO A 3 01 ELEVATIONS E 8 0 2 LIGHTING CONTROL SCHEMATIC ry 4 13 HIGH BUILDING ❑ YES NO 3.2.6 W 14 PERMITTED CONSTRUCTION Cl COMBUSTIBLE NON-COMBUSTIBLE 3.2.2.20-.83 9.10.6 A 40 1 CROSS SECTIONS E 8 0 3 POWER LAYOUT ACTUAL CONSTRUCTION ❑COMBUSTIBLE NON-COMBUSTIBLE 15 MEZZANINE(S)AREA(m') 3.2.1.1.(3)-(8) 9.10.4.1 A 40 2 WALL SECTIONS B BRYAN 16 OCCUPANT LOAD BASED ON [3 m2/PERSON El DESIGN OF BUILDING 3.1.16 9.9.1.3 U 0 BASEMENT OCCUPANCY LOAD PERSONS A 40 3 WALL SECTIONS ASSOCIATES CO 1st FLOOR OCCUPANCY LOAD PERSONS O 2nd FLOOR OCCUPANCY LOAD PERSONS 3rd FLOOR OCCUPANCY LOAD PERSONS A 5 01 SECTION DETAILS (1991 LIMITED U) 17 BARRIER-FREE DESIGN YES [I NO SECTION DETAILS NO(EXPLAIN) 3.8 9.5.2 Architects r 18 HAZARDOTANCES 19 REQUIRED US SUBSHOR ZONT❑AL ASSEMBLIES ' LISTED DESIGN NO.OR 3.2.2.20183&3.2.1.4{1) 9.10.8 3 A 6 01 PLAN DETAILS o FIRE FRR(HOURS) DESCRIPTION(SG-2) 9.10.9 Engineers RESISTANCE FLOORS N/A HOURS A701 MISC DETAILS Landscape Architect o RATED(FRR) ROOF N/A HOURS Q MEZZANINE N/A HOURS A801 DOOR AND ROOM FINISH SCHEDULES Project Managers FRR OF SUPPORTING LISTED DESIGN NO.OR z MEMBERS DESCRIPTION(SG-2) A901 INTERIOR ELEVATIONS Court,11 Stanley Cou U FLOORS N/A HOURS nit 1 ROOF N/A HOURS A902 DETAILS MEZZANINE N/A HOURS Whitby Ontario L1 N 8P9 20 SPATIAL SEPARATION-CONSTRUCTION OF EXTERIOR WALLS N/A 3.2.3 9.10.14 WALL AREA L.D. L/H PERMITTED PROPOSED FRR LISTED COMB. COMB.CONST. NON- Tel: (905) 666-5252 OF EBF (m) or H/L MAX. %OF %OF (Hours) DESIGN OR CONST. NON-COMB COMB. DURHAM ENERGY c (m2) OPENINGS DESCRIPTION CLADDING CONST. 11DES Fax: (.905) 666-5256 NORTH D. G. Biddle & Associates Limited SPECIALIST LIMITED SOUTH e-mail: bba @bba-archeng.com EAST , comsulting engineers clmcl plcammers CONSULTING ENGINEERS WEST 96 KING STREET EAST - OSHAWA,ON L1 H 1B6 PH:(905)430-7151 FAX:(905)430-7154 PHONE (905)576-8500 ■ FAX (905)576-9730 5 CARLOW COURT, WHITBY ONTARIO L1N 9T7 dgbiddle®idirect.com ' info@durhamenergy.com / www.durhamenergy.com PROJECT NO . 03144 i i APRIL 8 , 2004 I - i [ I � I.. - U 0 ­--Q- -­­ -- --- -- , ', ,.. , - ­­ . --� I I ., i� � : 1, t� --- - '"-­ - - , .. . ..... x I .I .. I .1 --- -, -----.--.-- . . .. � ... - 9 -,- ,----- -- .----I- -­` --- I /. .... '.. / .­­. ,- CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. 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DATE BY i . i : . . . � . . , ­-s. . . I I � . . '.. . � i I I '. .. . . " I 1. NO. ISSUES . . . . I . . . .! , . . I . , k ­ t , I i ! . . t. . �� . I .,-. " ..I . .. I . . ii ,'4-4 % s . , � ; � � i . I � . � .. . '. I - . . . i i ; . . - I , . . . . - I ... f I -� . . : ; I � I 1. ., I . I %, . t . I ; . . , - ! I 1 ISSUED FOR SITE PLAN APPROVAL 04/01/04 JC ; . .- . . . I � .1 .I . i I � � 1. . : i . . , � . - . ; . I - 11 - ­ . I . . . . . . . . I 1 '4 . I . . . % . .- . � . ! �, . . I-. I .I I. , .- : - i -&/V0 0* i . I - - 1 2 1'�*-Tt V,4&11-D1A4 AP- . : ­ . I., ..- - t . . . I � - ; I I . I ; I . . I I .- I ! I . . . . 1.11 mpnlr I %� .1 � . i � i t . . I q w I I ! � � I I 11 0 . . . I V t . I -... . . I i I :; � �� .. .� .. . . z � ; , . I ,I - . L" 2.Om WIDE I . i I . . . � t % . .i � I t i � . i . : ... . - 1 , �.. . . - . , I ! . - ­ 0 . . v . . . � . I . . , .. . . -0 I .. 'I � . . . .. WALKWAY/TRAIL I : I . �. i . . . . . - . ; , - . .; . . 3 ; � - I I [ . . . i I : I i � � . I I . . : . . . � . P . . : I � ; . . .. ! . - � P i - ; � i i I ! . � I '. ..- . '. . . .� I . BENCH MARK No. . . � . ; . . . 0 . ELEVATION I ! . � I . . I . .� . I I I . - I 1. -� : -n . - � � . � . I I . t i k . I . � I . : I � : . ( : I q � t i I I . � : ; r I .;: . . I '. III I . . .� . I . . ... t 1� ; I ; . I i : .1 i . . I : � : I . I . : . . : I - . - I 0 � I . I .� .! . � i., I -3 I .. I ! . I - � . ; . I . �- . : . : . . I � I . � I .. I � .- 1i I : % � i - . � . ! -1. . . I= :0F I ... % I ­­------ - -, . I - . . . I I I c . . . - . " I . . . - � tu , I I . ; : -' � I I I i � - . . . / . t . .- I ; 1, � "..- . � . .Ix ! . . % . . 0 . � 0 �. -- . .- . . I � . . I ; i I .w- . ---------- !, : - I . w I ­ ! !, I . .. :i I . . : I . .:. . . : It" . - . . I � / - . . q; . . � �. .� z I (n ; ' ORS: ; : . ,7' t � -441 ­11, . ,-.. . . z I � I ,-' L : I I I . . , z I ; . . . I- I � . ; � ,�. . . . I I . . -t 0 � : : . I ; . . � ; I . . � � I . I . . I . .. I 0 � ?Z* . .- - . . ALL QUANTITIES, DIMENSIONS AND ELEVATIONS . . L . . I .� :1 I . . . I i I t ..,4, I . : i . : : 1. : F= C-) ;; � ! . . . - . ; I - . , 1. . � � I . . . . .1 0 . 14, !, .. ­ . . . - -, � I . ; : . -1 - I : I I > � . ON ALL CONTRACT DRAWINGS TO BE VERIFIED . 1 f ; . : w z , ­4 d �I . I : . : I . - . .., . I ; . . : . . : . z . % ­ I BY THE CONTRACTOR BEFORE COMMENCING . ---.,. - ­­ -­ ­­--- ­---- -­­-1 . . : . ; . � . . 0 . - 1 � : ! : I � z F- . . I -.. CONSTRUCTION OR ORDERING MATERIALS . 0 1) LOCATION OF ALL EXISTING UTILITIES VI 6 . f � 0 . ! - :: CONTRACTOR TO BE RESPONSIBLE FOR LOCATION OF I - � To BE VERIFIED BY THE CONTRACTOR;PRIOR TO CONSTRUCTION . 0 . 0 � . I q I I !! TIES. VARIOUS !, I I -.� . ALL EXISTING U/G & OVERHEAD UTILITIES. - , ..1 . . � ,­ . ...-I.. . � 0 - � I I . . ­ . ; I ; ; I -I . .1 .I : . 0 . 2) ALL SANITARY SEWERS,WATERMAJNS AND"APPURTENANCES I � . I I I . � � . . . I I . . : F= w . I E GIVEN REQUIRED ADVANCE TO COMPLY WITH REGION OF DURHAM STANDARDS AND 0 : . . . . 0 a. - : - ; I �, NOTICE PRIOR TO ANY DIGGING,FOR STAKE OUT. THE ., ., . . A ; . p w . ONTARIO PLUMBING I . . . p : �-- I .:- SANITARY SEWER MAIN LINES TO BE 200 mm DR35 PVC . ; CONSULTANT ASSUMES NO RESPONSIBILITY FOR THE ; . , I . 11 . I . M w � . ! !- . ! I ,. : t- . . - ,I � 11 , 1 . . .. I � . . I 0 w PIPE,CL 'P' BEDDING. .1 rri ! ; � . N OF EXISTING UTILITIES . I. . . : �- . � I ; : 100 -, . .- . ., ­- ,, 0 E - - - ALL WATERMAINS m i . I . ; . . . AS INDICATED ON THIS DRAWING. I . . '. . .4­ . PIPE,CL 'P* BEDDING. I . . E E . - ALL WATERMAJNS AND SERVICE,CONNECTIONS 50 mm AND SMALLER - - * I I ! - ; . 1 i : I . . I . I E E . - .. . : � . . t - TO BE TYPE W COPPER. - ! .. I . I . I . - .� t 11 I I . � . . 0 11 . I .I I � .. %.. � �. . Ii. I. ..,t . .. I . : LO 0 I- ' ­; . . LEGEND I . 1% .. .t . . 0 .� 3) ALL STORM SEWERS AND A . 1�. . . . . . I . I . I .. 1 . . v- I ,­ .. . � i . . . . . . . . - � .-, . MUNICIALITY OF CLARINGTON STANDARDS. . i . re) . . : . . .7 - . . ; I . . . I . I . � . k. . - . : . . . . .- IQ,---- i I . .I I ;,.,, .1 I 4 � 11, . U­ U- - STORM SEWER PIPE 375 .Mrn AND SMALLER SHALL BE �- '� i - - -, I , :- � I ..,Zrz - ­ 'P' BEDDING. I I I . . I . . � 0 DR35 PVC, CL . I EXIST GROUND CONTOURS 89 - I . i I .. : . I 1. . . Ib - . - � 0 . .. I .. � � A mm AND LARGER SHALL BE f: � . . . . p I . . - I . . � � I : � - ­ . ­i . I ­. . . .: . �:, . (� E . . 1 IONS x 89.15 � , . , . -;; . I E . . D CL 'B' BEDDING. I - � . . . - .1 . I . . ; 1 . I .. i� *. : % I � :� . U! 0 4) ALL TRENCHES TO BE BACKFILLED IN 300 Mm LIFTS . ­ ; I . . . � . I I .. . . I !� . . .� 0 .. : . I . . . -1 I I . . . I . . ­ � L � C4 . . � . . I � I..I- I .I . ... �. .- i � .,. to 4 . - AND COMPACTED TO 95"% STANDARD PROCTOR DENSITY. 0 ; . - - . . - I � ; . i - . . : . 04 : I .1! DIRECTION OF DRAINAGE ! . .. ­ . . ..�, . . . � 11 5) GENERALLY A MINIMUM 'OF 0.25 rn SHALL BE PROVIDED . I . . 04 . . , .. .. .� . . I . .� . . . 1� . .. - - .11. . � f. 1.1 . . � I . . . . CL CL BETWEEN THE OUTSIDE OF THE PIPE BARRELS AT THE POINT _-------_ . ---..­ ... . ! � I 0 . ! � . - I .. . 0 . ,� - OF CROSSING FOR STORM AND SANITARY SEWERS. 11 . . ... . . I I ..�. I . I;., .. ! .. i . . x . 1, : : I .. � . - , : � a- w A MINIMUM OF 0.50 *n SHALL BE PROVIDED BETWEEN THE . .. : .: , - r i . . . I . q CIL . OUTSIDE OF THE PIPE BARRELS AT THE POINT OF .. - . . - i � !- � . . CROSSING FOR ALL AND WATERMAINS. . � i .1 . . � � I . 4 I . ­ ... . ; .1 I 6) ALL CATCHBASIN MANHOLES TO BE CONSTRUCTED WITH . . : I ; .� � C 11 -- I i 1. 7 . . . . � � 1. t ; I i RIM 90.1 0 1 ; I i - . • I I - . - I I . . . 0.6m DEEP SUMPS. .� I I . .I ; , . ­1 . - . . . I . 1� I , . . . . : .� ­ I .I - . : . . . . - . . - - �. � : . ;1 I I 1 .4 . � - N. INV. 86.822 . : . ..�. � . . : . . I " ­­.. ----- .. .. . ! � I .: : . . . ,I I . . i , . I .. . � . ! � : S. INV. 86.882 1 I -- :-.. � I I . . . . ; . ; I I . . ! I. � . I . : .. . i. . .1 . .. I -, . . . . . . - ­ ;. . . . :. . : . - . . , : - . . . . Q Q >- . I I . : � I - i . . . i I . !. R :1 11 : . : . . . . � I . .5 :� ;.1 .. ; '.. : . . I ; . . I . . , . . .- . I � . .. L I .. . . I . - I " - I .. ' . -.-.. . I . . . I I . . x . I , .. :,. : . I -1, �, � I I . . . ; I I . ., .-� . ­ . I . . I . : . : . I . � . I . . . . . I . ... � . . I � ... . ­­ I I .11 I I I ; ., . : . " . - ; . .. I . I I . I .. I . . - . . � . I . - . ­­ L. '. I . -: I . . . I . I. I � ­: . . . . I . I . . Z� 1. .1 . w I I . .. . : . : . .. - . . - . .1 . . . . - . I I . . " � I I'.f 1 , I ;­ . , . I . I I . � . - I . �- - I I . I . -. I ,. - I- .; . . ... . i. . . . � . . . . : . . ; : . , - . I ; . . � -:"-.:- : ...-- I 1. .... � . I . . . . 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L 0 1 - . - - L I , :C -. - -. - ;-�. . . � -. . . . . L . . to C - I_— . - I ­ ..- I . L ,...f.. . .I.,.. . .. 1. : . IL - L. ,. ; . . - . . . :U ­- -- .I -1. 6 \ i I . I- - .. . . L . . , I . I .. . ) . -1 . I . . I.. . I. . .. - : ­ .- : - N 11 - . . ; . . . . 0.G. Biddle & Assucriates Limited .I L" - - . .-.. ., .. . t . 1. ? .. - !R \ - ( C � * . . "I .L � . . �. . . I ! - . � noultImV qwriqpfrsoip�rn I .. . I-,. L . .. .. I, . - .. : . A , . � ==r a n-d p I cm rn ry ow r-n.. , . . . . . - ..... Q�, - I ,� . . .. � -2 . Q -- .-.. ; . -.1 � ­ . . .,­/ ...-i ... .. .. - . . ! : . . 9 ,L z .. " I - : i -Wr . � - . �- ­- . . . . . I � - I , \ . : 90 KING STREET EAST • 05MAWA.0N LIM 100 - ­ J I IL - . I .. I , �1. . .,.. .-�� F" '- . I 1.� ­ L . I , I I in .L � f - � . ::C ,- : � . . I . .'L, �-' . L I . . I I I PHONE (208)576-8500 - FAX (905>676-0730 . . ...., . . .� I .�­' __, .L... I I.. ­1. . ; - ,. . . - - . 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JAN/04 PREUM 6 °F 0, I . I %-J .. . - I � p I . . • L I : 1. . TEMPORARY CBMH 1 ,.,. - 25Gmm STM INV AT CROSSING 88.791 1 � i. if I.. %.. .- :1 I 1� :1 i I . I - - ; 1�_ it. 1200 N-101 %- - ­ I I- i PROJECT: i .. - . � I . . I - I -1 7*, . , . L 300mm SAN OBV AT CROSSING 87.747 : ----19.50M 'OF 3 m - . . I . �. . 6)- . . ; I , RIM 92.00 I I I i q I � t I . . . . - ! . . . ., I - . �. INDOOR ' STM AT G.50 GRADE - I ,- I -� I . - S. INV. 90.205 . � I -- � .� - . . 13.50m OF 250 qTU . ..- I .� . . BOWMANVI L LE-.--.-- --- . . .. - . I .. I 11 11 11 11 11 11 11 � SOCCER : - . I : ,� i : , ­---- 1. ; . �- . ! 1. I � . . . - " ...... AT 0.50% GRADE J � ; . , . 11, I I I I GRAVE L-Q I - I .. . O-. -. . . .1 11 I . I I I­i- :, ! . I . I I I I I I I I I I I I I I I I I I I I I I I ----­=- 1.-.-.. ..� M a Z- =- i :C. - . . I . i - ­ -----�-&NTl . . - ­­ - � I... . � I COMMUNITY PARK .,-­- -- . L. 6 11"CrIls .INV I ; � L' . ­ . %.- I 1: -­ , A," ,IF ��Em RIM 89.85 - i r . . I ! . � . 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PROP 150mm VALVE-7 00 . - .1 . I .I- 1. I ... I . I . I 0 LO 120 7 7 R1 • 89.85 1 1 1 , . . T-- ­1 I i --- , . . . N. I V. 87.432 1 91 L I . I , I , --- '' 2",00 N-101 I . -, .-. I -1. . . , , 81 3 � ` I L ­-- ­­cL(i - I . .. . . k .., ,-IL'. 1,i. I . ­ U I � I � , .I-,- I � � I � I AH '[-, . 1. S. INV. 87.532 •i. -11 - -- . . . . ­ I . . . . I . 4 INV 00.4 . , . . % . I .. " , 00 ! . ..- 3 / :., i MIX W. INV. 87.532 '/ ' INV 88.383 .. .. SITE SERVICING .1 '. !. . I . - -. . .. I . , I . - : ­.- RIM 92.55 1 -.1 - -- ..-., r-,--"---, ----- -. - I I I 'L. r NV 88,556 � - 12.50m OF 450m . , - - � . ; .. I- - .., . - . N. INV. 90. OW CS 7 � I � ,- - .1 . L ., - . . I /- .. PROP - STM AT 0.50% DE I ! I . � I � I .- ..,. . - S. 9.85 RIM 90.75 - i Imm .. f%ML PLAN i . - ..; ... q - S INV 89.,433 1 1 1; U AH 11 . - - - f , . . . 11111MI J . ; . 1 C .-* . . . � ,4. ..- I -)'­.. I­ . 750 IA ST � I - 300rnm = RIM E 9. 0 . . :! 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I- - � ­ - -:;:: - ­ ."1w----­'-L -- :-- .--­- -­L�­­'- ,...i - -..--:;::.. . ., I 1 7 --- . ��r-.-:-: - ­ .-­.---­­­1­-­­. -.-- --E.-- ,--T-F----- ­ '. . Whitby Ontario Li N 8P9 ­­.......... E. INV. 87.725 �. 1:500 1 ­ . 0 ].N-V,�--.--�a7-��-7.55---�_-:��- I , Tel: (905)666-5252 1 : I . . - .-,-.-..,-,. .......- ...- .I I I.. ---..-- . . -­ I I I I -; .1 I . Fax: (905)666-5256 4 . , . . I . . I � 4. .:­2 .1 L � . . . ; . . � I -----------f7T 'E�-' FILE: . 300mm STM INV AT CROSSING 88.4 -T i;-, r . . - L :1 . . .. . ­ , 4 00- 'i- .... ,...PR.OI?---MH---D­­L I - , - .. I .. e-mail: bba@bba-ar&eng.com I L. I ­ .. . - ­­ ; . - ... -1 ­ . . I I 200mm SAN OBV AT CROSSING 87.960 -. Ir-of- RIM-"90.20 90.20.­' L . .. I - *-� - . . M 0­:i , , ; � I.L.U-,-, i I . - ­ .- . - - .. ­ -I.- ­­­ ­­111 I ;.1 .. 900mm STM INV AT CROSSING It 88.415 1 PROJECT NO DRAWING NO .- - ­ - -,11 .I --------.---.- . N. INV.' 37.882 1 P � �. - I . 87.990 * I � . .1& . , .1 200mm SAN OBV AT CROSSING 87.990 S. INV. 'BRICKED 87.945 : . L , I 11) . i x -X--� \ 0 a) �- UJI D 1-b D , . - � I I � i ! i CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. R K I N G ACCESS ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED i O UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE FACE OF CURB PA ROAD PAVEMENT DESIGN (LIGHT DUTY) WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. SURFACE ASPHALT 150 (MEDIUM Q AND SEALED BY THE CONSULTANT. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED DUTY) UL?U- rn a 1 n 50R ASPHALT CONCRETE 50 90 BASELI E ROA L ° S� MINIMUM 200mm GRANULAR 'A' 150 150 - w GRAN 'B' ~v BASE OPSS 1010 LU cc COMPACTED TO 98% OF GRANULAR 'B' TYPE 1 200 300 Y NO,401 STANDARD OR , ^' ;• ,.., ,225," ; <,•"150 SUBGRADE OPSS 1010 N1G�WA Rv1cE 0' +'• NO. ISSUES DATE BY DENSITY ,.;: ,; :,; ;• R I f r , SOUTH SE 1 ISSUED FOR SITE PLAN APPROVAL 04/01/0 JC �,� r PREPARED AND APPROVED SUBGRADE q �o C REFER TO SKETCH ABOVE FOR LOCATION !i KEY PLAN �� 1 00m PERFORATED REFER TO V.A. WOODS & ASSOCIATES LTD. PIPE (UNDER ALL REF. No. 4110-4-1 CURB) 0 GRANULAR 'A' ° FILTER MATERIAL o 150 BENCH MARK No. ELEVATION GENERAL NOTES 300 1. ALL CONCRETE TO BE 25Mpa 5-7% AIR 1) LOCATION OF ALL EXISTING UTILITIES AND SERVICES ENTRAINMENT, 20mrn MAX. AGGREGATE SIZE. TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION 2. MAX. SAW CUT JOINT SPACING TO BE 4.5M. 2) ALL SANITARY SEWERS,WATERMAINS AND APPURTENANCES 3. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS TO COMPLY WITH REGION OF DURHAM STANDARDS AND UNLESS OTHERWISE SPECIFIED. ONTARIO PLUMBING CODE. BARRIER DETAIL - SANITARY SEWER MAIN LINES TO BE 200 mm DR35 PVC ATTENTION CONTRACTORS: PIPE,CL 'P' BEDDING. - ALL WATERMAINS 100 mm AND LARGER TO BE DR18 PVC SCALE: NTS ALL QUANTITIES, DIMENSIONS AND ELEVATIONS PLL W P BEDDING. ON ALL CONTRACT DRAWINGS TO BE VERIFIED - ALL WATERMAINS AND SERVICE CONNECTIONS 50 mm AND SMALLER TO BE TYPE 'K' COPPER. BY THE CONTRACTOR BEFORE COMMENCING 3) ALL STORM SEWERS AND APPURTENANCES TO COMPLY WITH CONSTRUCTION OR ORDERING MATERIALS MUNICIPALITY OF CLARINGTON STANDARDS. CONTRACTOR TO BE RESPONSIBLE FOR LOCATION OF - STORM SEWER PIPE 375 mm AND SMALLER SHALL BE ALL EXISTING U/G & OVERHEAD UTILITIES. VARIOUS DR35 PVC, CL 'P' BEDDING. UTILITIES CONCERNED TO BE GIVEN REQUIRED ADVANCE - STORM SEWER PIPE 450 mm AND LARGER SHALL BE CLASS 100D CONCRETE,CL 'B' BEDDING. NOTICE PRIOR TO ANY DIGGING,FOR STAKE OUT. THE 4) ALL TRENCHES TO BE BACKFILLED IN 300 mm LIFTS CONSULTANT ASSUMES NO RESPONSIBILITY FOR THE AND COMPACTED TO 95 % STANDARD PROCTOR DENSITY. ACCURACY OF THE LOCATION OF EXISTING UTILITIES AS INDICATED ON THIS DRAWING. 5) GENERALLY A MINIMUM OF 0.25 m SHALL BE PROVIDED BETWEEN THE OUTSIDE OF THE PIPE BARRELS AT THE POINT OF CROSSING FOR STORM AND SANITARY SEWERS. A MINIMUM OF 0.50 m SHALL BE PROVIDED BETWEEN THE LEGEND CROSS CROSSING FOR ALL SEWERS AND NDAWATERMAINS. OF EXIST GROUND CONTOURS 89 6) ALL CATCHBASIN MANHOLES TO BE CONSTRUCTED WITH 0.6m DEEP SUMPS. PROPOSED LOT ELEVATIONS x 89.15 PROPOSED SWALE DIRECTION OF DRAINAGE 91 90 89 - X UJ Y, o DETAIL A LIMIT OF r GRADING o x N ¢ z RI 89.85 _ S INV 88.741 X, � 15.50m OF 100mm P ORATED PIE E E< INSTALLED AS PER ET I N DRAWI G -2 0 oE0 N D 0 0 R x PRELIMINARY 250mm STM INV AT �Q$SING 88.791 NOT FOR CONSTRUCTION SOCCER 300mm SAN OBV AT CROSSING 87.747 o p o E Ea o _ CONC X 13.50m OF .250mm STM w Y f- - AT 10.50% GRADE r- N Q INV C MH 14 _ f $8.829 AAA 89.85 7.50 OF 200mm PVC 1 00 N-101 OUTDOOR X. E AN ® 1.00% GRADE N NV .661 3 SAN $$ LACROSSE AA r FF = FF = W INV 88.761 NO. REVISIONS DATE BY 91.60 I 92.00 o S INV 88.51 , BOWL B x PROP MH C � ' D.G.Biddle S Associates Limited RIM 90.70 U)two, t oon�ulttng •nglnm�rm and Plonn-arm 1200 S-102 d' o 1 06 1n PHONIE (905)576-6500' O FAX (C06)a�e a730 N. INV. 87.432 dgbiddleWdlrwot.eam S. INV. 87.532 DRAWN BY : PROJECT No. W. INV. 87.532 `0E� � MBC/JHC 103135 o't`Sro�l,a` LANDSCAPE PROP 300x300x I " ` 1 j DESIGN BY : CAD FILE 150mm TEE / RML rn C MH 13 CHECKED BY : PLOT DATE : P,..t P. LAr� PROP 3.2m OF 150mm RI 89.85 RML MAR 08/04 FIRE PROTECTION 1 00 N-101 a CONNECTION --._..._. - - FF = N INV 88.413 � DATE � SUBMISSION : '%�,• �P� 92.00 JAN/04 PRELIM �^�rc IMF O� PROP 150mm VALVE S INV 88.383 M B /-PROP 300mm VALVE INV 12.50m OF 450mm " PROJECT: PROP 150mm VALVE 88.556 STM AT 0.50% GRADE o BOWMANVILLE PROP HYD - 1 - o CB. 7 CONCRETE WALKWAY • x _o COMMUNITY P RIM".90.75 LANDSCwE S INV 89.433 ARE► RIM 89180 Qo E INDOOR SOCCER FACILITY E 3 0 °o AND LACROSSE BOWL of • o >w 200 N-101 �� Nw CL a N. INV. 88.320 tL!1? I z "' Cl- S. NV. 88.290 x iE E ,°o 2375 BASELINE ROAD z ,,_ p ° N° MUNICIPALITY OF CLARINGTON - - - - - - O F O �� O J Z¢cV =CI: N 0. E °wM -� w I N U>U O ¢ Y � O F- U W - � o aiv - S' woo Z � I_ w EQW,wm LIMIT OF - N� r-� _ - - �� - � � x o= -_ a _ . � o¢ GRADING I I I loW:, ;o,�,� - . . - . - : - . � ,--, • , - , , - _ _ o ¢ o Z o �nc�� 3°X - . Z SITE SERVICING � N. _ CL w OR ------ DETAILS P LAN -- _ --PROP 133.Om OF 150mm DOMESTIC CONNECTION m L G C � 300mm STM INV T CROSSING 88.417 - �" 1� • � -,E° 4.00m 0 900 m STM END W L PER ' -__ 200mm SAN OBV T C OSSI G 8 .9 0 w o o AT 0.50 GRA .E._ -OPS ._.804 1 /W - - - ---- � MaO a O Q G IN '� � .PER P ---_---------- -- ---...----PROP -.1.32.Om OF 300mm FIRE PROTECTION C-ONNECTION_---------------------o _._ - - - - 0 00 • - N STORMCE TOR H 4.0 Lw -- - -- -_--_. ' z � • � RIM 90.0 0 o -- -- w o _. .o _ __ ._ ._._ _ __ --- o z z o Q E__1NV. 8 .675 - 900m STM INV fi C SSI G-88 _ _5 __._ CONC SS W INV. 7:7II5 V Om __...- - _-- ---- _.._ co b� ---- -_.. 20Dr1� -SAN__0_BV AT C OSSI G 8 m --- % 9 , 5 - -- . ..._ _. _ - - --- Q - ------ -- - -------- - - - -- --_ 9� ,� - -__ - -- - - 0 89110.5 -�TN1 _.._._ _ 9070 - - _ - -- - - ._.._..__ _ o w �In _ - - mm 1A = --- -- -- 36 OF 90 DIA STM 5 RIM _ - N � - _ ._.�. _, m � - 0mm _�� _ E. 1 NV 88.58 _ -0F g00 _ . AT �:5% GRADE - ... . __.°- - --- _- ----�11�-INV, 88.555 Al 5% GRp,D1 m- OF 900�nfn S_T_M _ N$ 881 75 3�� - _ �fi.-50 . - - __ ____..-- __ ® 0 50� GRADE INV:- .. :72 -------- 84m OF 750mm DIA STM AT 0.5% GRADE -._---- -"- 40m OF 900mm DIA STM -AT 0.590 GRADE r - T _ - - - --_ - C8 H 8 : .._ - _ - - -----_ - - - 9 RYAN A : ____ .... �.- _ _ DESIGN BY ._S` -.� �. T T. _ NV. 7.7 - OC - - ---- ------- ----- --- H _ .. .. _ _ _ _ -- - --- ---- - ------ --- --- -_..__ _-. N_ - - - - -- - -_ z ------- -_--- 180 0 _ ---- - --- ----- --- - _ RI 91 5 -- -- - - - LIMITED DRAWN BY. -- 7E.- - 9 ------- � -- - a -- - - - __.. Architects - ----- " ---- ------ ------- W. NV. 8.79 --- --- - Y INITIAL I. I - -- -- S CHECKED B INV 89.9 5 --- --- ---- - -- -- - - - --- Landscape Architect rc - - -, :145-- - --- _-------- --- ---- -- ,_ ---- ------ .. .____.__-- -- _ .__._ --- --------------..-_ __ --- --- DATE. 11 Stanley Court,Unit 1 - Project Managers oI _ _ 8P9 _- __.__----- Whit t L7N PREP �• .. __ -- --- - -- - - - -- - - -- - Ontario --- -- --_ _ .___ -- - ... ._-------- -- ----- ------ __..--- ----- � --- -- ---- --_ -- -- SCALE _. 1.250 -- __ _._.- � - , - _. _ - _-- -- --.. _---...------ ----__- -- � Tel:b(905)666-5252 �INV R7 RR9 90.20 _.. _ j-200 S T02- _ x _. _ ._. __•-=---`_._.---,--� ----- _ ' . __.... - Fax: (905)666-5256 O --- --- D- -9 - - -- -- --------...-___ FILE - - - -- - -. --- - - . . ._ .. :... ...:. :._:_ .:._ ;• � - _ - � _- e-mail. bb Q baarch g om � _gp . S. V. R1C. _ �• - a b en .c O `-- � ---- --- _ - - - � PROJECT NO DRAWING NO F - _Li - F O La RCEMAIN 103135 SP -2 . I ' - _� ._ - -- - - CHECK AND VERIFY ALL DIMENSIONS AT THE SITE - - --- -'-___-- .___ - _ ' _ _--�k� A N -_..._ ° ° 1, GUIDE POSES --- `�` ..__. - `- ----.-_, - - '�k-�`k �" _I-h_..__.- .._-._- ._.__.--- - - --.. .--------- ---- -- ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE 0 0 0 0 C 0 0 0 -cs 0 0 ° 0 ° o .. o c.- ___�_ _"--- \ ``_ 1�k _�.x / f I - UPON REOUESTOPREPRODUCTION OF DRAWINGS DIN MUST BE PART OR WHOLE ED I I , O- O _-.6 ``�� ``'�`'' / WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. °` o - _ _ ! �` DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED ! I'I 1. AND SEALED BY THE CONSULTANT 0 0.- o _ o ° o _o 0 0 0_-0--0 ° 0 - o ° 0� �o _ `�- -I I_II k�� I- 11 - - o - o __ o a - 'G 450 CSP _ '_ -____- --- --- -- - /DE`p°S - - _ -_- k v i lt,I CONC. 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"_ o - - - _ _- •• - _ _ . - ..- ,--. - ._.- - -�,- _ - _..__ �Omr�-flOMEA4C. -With---- - - -- _._ - .. �!n - -- - - --.._ _ o - _.,_- m - _._.. - _• - -- - ° - _-_ -- - _ - _ ---- 30`0 � .. -_: - -- - S o - - _ _. _ GSM _ _ _ .- . 600 SP --- -- . _ _ _.. _ _. _ w ..w. - ._. . __.... _ --- - - . r,.. - c� - _ - _ . .._ _ f- x X- WF `'' m - - - -._ a,01 -- _ wF � ENIN - ' - WF ( m ROAD - A wF WIDENING) cv STU ' "wF __ °• s G � lNi/ERT 86.229 ':.; y�o. rn k TO BE REMOVED - H►G YH Sgpv1 Rp. ---, - m -- - - . v EX RESTRAINED CAP C/w STUB CAP SOS% _ -- - - - M H A _. . _` 19mm BLOW OFF AS PER - . . -�- _ / - R.O,D. S-406 RIM 90.95 +% } KEY PLAN i �Q d �Q d LJ A S E L l N E *1' / 1 � �l C� - NO. ISSUES DATE BY T_._ . � _ . ; . - - . - - 1 ISSUED FOR SITE PLAN APPROVAL 04/01/ JC , L0 d dg .� Z L tiJ C1 ; - . I O • 1. N "0 f f �r fA� W BENCH MARK No. . A 0) °o _. ELEVATION%. 2.Om WIDE I Z oo WALKWAY/TRAIL i' . F 4 n - . . ° U - �, ATTENTION CONTRACTORS: j �,, : ! Z Z Z ALL QUANTITIES, DIMENSIONS AND ELEVATIONS . v PROPOSED 2� CROSSFALL ON ALL CONTRACT DRAWINGS TO BE VERIFIED 4.Om S.Om ROAD 4.Om _ BY THE CONTRACTOR BEFORE COMMENCING L) r Z rn' GRADE � CONSTRUCTION OR ORDERING MATERIALS - Z O . ..- Z, 3(TYP) r �.� y CONTRACTOR TO BE RESPONSIBLE FOR LOCATION OF !,\ - ALL EXISTING U/G & OVERHEAD UTILITIES. VARIOUS 1 �`x I �+ U U 1 2% 2% UTILITIES CONCERNED TO BE GIVEN REQUIRED ADVANCE . .� X_4M ' . . O r,. rj EXISTING GRADE `. � \ INS,PFOR . .. a- p1 ti U NOTICE PRIOR T ANY DIGG STAKE UT THE CONSULTANT ASSUMES NO RE ONSiBILITY FOR THE �+ ACCURACY OF THE LOCATION OF EXISTING UTILITIES _ INDICATED ON THIS DRAWING. W U.1 U AS __ - -- ---.. , _- ° a . f f f f (ID ; E SECTION A A NOT TO SCALE - . "�' ~ , , . E O rn , . LO 0 IT) - , . . . o o _ _ r� - LEGEND (V N . I EXIST GROUND CONTOURS 89 . ao : x Ir rn r a a lPROPOSED LOT ELEVATIONS x 89.15 1 PROPOSED SWALE _ 9 1 - . DIRECTION OF DRAINAGE i , _ _ .-% . . . - - .. - - -- --- _. - l M H B 1 �n . -. - ci 13 Om OF 450mm RI,M 9 .1 INV 91 .60 �' C.S.P. CULVERT i INV 91.50 .L.-� { _ !: - .. - ` i .. + - I : 2 Q • o - - _ . _ . . i - .- PRELIMINARY I 11_ I o NOT FOR CONSTRUCTION . N t .fi _ � - . - _ ) . -. Z _ : -- . - Z • I ;� ° Q y . N k. , - , I .. _ U U ' - - • ' - o a _ . _ a°, '_ E 88 0 _ . . I _ _ 92 - o X - NO. REVISIONS DATE BY rn O i' _ - - -- ----- M G :a I "' 3� 0- O� G r - , 13.G. Biddle & Assdoiates Limited • I Q_.- - - - `�'` \ ,, aonaultinq =ngln�=r= and ptonnmrm l y.- �M .. X: ..._- _. - 1 1µ I _ 90 KING STREET EAST 03MAWA.ON L7 H 7 BO 1 O \ 00 _ PMONE (000)070-0000 FAX (W05)070-9730 i I-' �4 _ _ -V dpbtddl�Ottlir�at.00rr+ x 9� . 06 r. DRAWN BY : PROJECT No. : t^�OFESS/O,iv _ . MBC/JHC 103135 ,0 Al 9C v 1 DESIGN BY : CAD RLE : . �r Z 1 . RML 103135LG -1 R M.P. LAR06 1E r" ! _. - f 2a C�7 I .35 CHECKED BY : PLOT DATE • � Nr _ RML MAR 08/04 ��, P�`^IN. . DATE : SUBMISSION i�'CC OF ONE . o O LIMIT OF GRADING 9 3 C • 1 JAN /04 PRELIM E V_ R M 8.9.85 11 R1 ° E -_T7 o "I PROJECT: D (D 9,.50x BOWMANVILLE TEMPORARY CBMH 1 TYPICAL GRASS SWALE Krs Z RIM 92.00 n. c i °ate INDOOR = LIMIT OF GRADING �- C 0 M M U N ITY PAR K . _ - o 0 0 - - -_ - SOCCER PROP 250mm 'DIA STM Q GRAVE ° _ I o X ._t INDOOR SOCCER FACILITY MIIIZ�` (°• F.F. 91.62 nrr. x 9 .2 9 .1 x E ° - rn Q BMH 14 AND LACROSSE BOWL 11.. x 5. 0 x E I�2 r o a PROP 200mm PVC SAN IM 89.85 ; o ° 0 3 E OUTDOOR 2375 BASELINE ROAD I INV.° o PROP 300x300x �uj E BLDGAT LACROSSE I MUNICIPALITY OF CLARINGTON . - Qt� . __�� � � � � .: Q r CBMH 2 2 x rn o w 150mm TEE _1> BOWL I I . M I- in Q¢ K) 87.607 I RIM 92.75 n_ PROP 3.2rn OF 150mm >> • �J - . 2. 92.85 ° `o FIRE PROTECTION L`-2 I' a CONNECTION E E o° MH C cn DRAWING: z ° o a, o 10 E U z RIM 91.70 a, _ °a x PROP 150mm VALVE M N � o ° LOT GRADING . ° 9�40 v 1' -�o o._z� -` BMH 13 . 2. x N N o ^ U_I- aacL woo F.F. 92.00 PLAN 95.00 CBMH 3 ' °' X " °' ao .M ! M B IZ U_ U - _ _ RIM 92.55,. a o 0o a 91.65 _ Z DI AO STM mm 2. _ ¢:, I ®... �` x92.6 CB7 ,� x (n m I RIM 90.75 x 1 0 Z 91 4 x � RIM 89. 0 ��s% . c'r,1� - , , _I . F �,✓I ., ] r I . A, 'r - _. _.. . . -_ - - �' a v _s iwar� L X", .­ .--.____,r- ,. . - ., y a 11 -.. - - T OF GRADIN -. _ .� - -_- - - - _ ., ­_ _.-----------. ­ .___._. \_. _ (� Q E c� x l I IMI (� m r" L G r'- _,_ _:_ '_ _­ - -- -- CBMH 4 . . . . . . x x x - r -- - -•.,--,.:.: . - ---- -- - -----_ _--RIM--92.35- - - 3..Om OF- 150rnm-DOMESTIC CONNECTION N' r , _ - -- PROP -13 91 15 -�' a � J R ',' � � .._ :1. PROP 133.5m -OF 300rnrn-FIRE�ROTECTION CONNECTION- co _.- - rn R P 900 8 �` 'o f _ _ _ , . _ : ��__ -- - -•-- - -- ,tip :4 ` x � E OF- - _. _ - - -- - -..� - -- _ - -. - - - _ �- =-�..... - ---- o - - _ - -- STM- -- ------ - - - _ _ -- --- S - 1 Q 1 D► _ _a. 6 ----- .-.-_ __ ----- -- - - _ _ - -- - DESIGN x 92.07 x-91 10 L 0 A L- --- _ p1A S P BARRY•BRYAN -- - - - -- -... - - a a- --- - _ - W= - _, 91_.83 sac 91'.78 91.63 x 91.48 - -- -,- OP _. - ASSOCIATES 90 - -- - _ - R -9 - ---: - - EXISTING SWALE-TO -BE _ - _ - _ - - _ _ -- -- - - - - . _ - _ - - - --- -- (1 1) DRAWN BY corrPlEM r ROP-- mm DIA .P s� IMITED RELOCATED­ AN IN IT - - ELOC TED D LINED WITH __�_.--- �_- _ - ...____ ,- -- - -- - ----- _ C r-M - - I __ 99 L x -_ `� -�q, - - ---.,:---- --, - -- - - - - - - - - -- Architects B H 8 " r=� Y Y ,, i _ 150mm RIP RAP AS PER _. H - - -- - - - _. - - - -- -- - --=RI - Q. -- - -- -- - - f�lw: . Engineers CHECKED BY: -4a, P 0 - --- - -- -- -- - - - - - -- -- -- _ - - , 0. .S.D 810.01 - -- - - - - - --- - --- o -- - - - -- - --- _ Landscape Architect _ --- - .._. -.._.. . - - - - -- _ .. -- - - - - - - Managers X • _ ._..._ _ ..-__-_, _. . ._ _ _ _ _ Pr DATE _ _ - - _ - „t✓ _- -- - - - _._ X Unit JANUARY 2004 91_ ,. ..._ _ _ _ 11 Stanley Court, _.moo-;-. _ --c • Ontario SP9 -. . ._ . ' '__"_.-._. . - _ - - O - - - - _ N SCALE: - M - nley C W _ Whd y O L - • _ __ 1.500 -_- . -' . 150mm DOMESTIC WM - o X PROMOTE POSITI -GRADE --- 98 8s Tel: b(905)666-5252 .... - .,,_._.,-_. . - -- - -- 7-­_­­'.__. _..__ _ _ - - _ Fax: (905)666-5256 __ __. .. G AREA TO BE REGRADED TO - _.>,`�_ __ _ ._ . ---.- _ .-_-- . . _._.... . -- _-_-- _ _ e-mail: bba @bba-archeng.com FILE: J PROMOTE POSITIVE GRADE _-- -PROP-42.5m.,OF.300mm PROP 150mm P-L`UG` Z - *- --=__ - g , _ _ -- - ---- - YO EXISTING HYDRO POLES FIRE PROTECTION WM a BE SUPPORTED UY .. . .- PROP 300mrn PLUG - + •O - . PROJECT N0: DRAWING NO: I DURING CONSTRUCTION) r x - : - _ 103135 LG - 1 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE i COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED / x 3 / X 94.20 ¢ 3,1 X UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE X 9 .20 X 94.05 92 98 X o r WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. i'••• / E DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED ` Q AND SEALED BY THE CONSULTANT. 0- W O 92.95 x /O. o fn z cc N (n a: j rn x x rn BASELI E ROAD R M 92.75 - Slt i 9 .8 x - W N 92.85 NO. ISSUES DATE BY Q Y Np 4p1 HiG TH SERVICE RD' „ 1 ISSUED FOR SITE PLAN APPROVAL 04/01/04 JC soLl . Q9 Qn X�1,7 y KEY PLAN aBENCH MARK No. ELEVATION 917 x o to 0 00 95.00 0 x x 0) CB 3 RIM 92.55 92.6 x ATTENTION CONTRACTORS: �j 92.65 ALL QUANTITIES, DIMENSIONS AND ELEVATIONS Q ON ALL CONTRACT DRAWINGS TO BE VERIFIED p BY THE CONTRACTOR BEFORE COMMENCING B CONSTRUCTION OR ORDERING MATERIALS CONTRACTOR TO BE RESPONSIBLE FOR LOCATION OF o ALL EXISTING U/G & OVERHEAD UTILITIES, VARIOUS UTILITIES CONCERNED TO BE GIVEN REQUIRED ADVANCE Y_ -. _ _ _ - - - - - '• PRIOR TO ANY DIGGING,FOR STAKE OUT. THE ,. -. •r. - • . . _- ..,•. . , _ . . NOTICE - - CONSULTANT ASSUMES NO RESPONSIBILITY FOR THE d 9 5 X ACCURACY OF THE LOCATION OF EXISTING UTILITIES AS INDICATED ON THIS DRAWING. I (0 RIM 9 rn CS 4 to N .x x � 2.35 _ _ -------- --_. LEGEND EXIST GROUND CONTOURS :. 92 41 x PROPOSED LOT ELEVATIONS x 89.15 PROPOSED SWALE - �� ►' -- DIRECTION DRAINAGE _ - EC ION 0 DR ----- -- -'- ''---- _ - - -- - OVERLAND FLOW x--94.65 - x 9F.85 92. 0 92.45 x • x 3.0 - _._._ _..._ x i ROP 50 m D ST C 00 i 90.00 90.00 x 00 x x x f f x j DETAIL 'A' OF GRADING N r x 91.# RI 89.85 91.60 x x 91.55 !' x.. o 0 x 1.5`i v~i o a°DO x 00 INDOOR 9,.50 90.00 x 90.06 90.00 x 250mm STM INV AT CROSSING 88.721 - - SOCCER 300mm SAN OBV AT! CROSSING 87.747 E to CONCRETE x W Y w 0. INV C MH 14 PROP T OUTDOOR 88.761 - FF = LACROSSE FF = 92.00 NO. REVISIONS DATE BY 91 .62 BOWL. A x 0.G. Biddle i� Assaoiazes Limited Z o �, oonmul{Inq mnprnmmra and plonnnrw _ p In i X 9,.SO E Q 06 KING STREET EAST OSNAWA,ON L7 H 186 r Q PHONE (008)676-6000 FAX (008)070-0730 1.50 0 90.00 00 Uj 90.0/1 X 90,00 dq blddl�Oldir•-F=c,m O d- V VV x PROJECT No. : F r � DRAWN BY : 4,AOF'_SS.r��� .d• Co LMOSCApE a MBC/JHC 103135 / C ~ o `� PROP 300x3OOx �E4 - DESIGN BY : CAD FILE rn rn 150mm TEE RML 103135LG , x CD x - - �. R. . LA'hvC m CHECKED BY : PLOT DATE : >" x91. x � 7 PROP 3.2m OF 150m C MH 13 x RML MAR 30/04 a FIRE PROTECTION-­­­­..-___ _. _. -. _--- - _ CONNECTION FF - DATE SUBMISSION PROP 150mm VALVE 92.00 JAN/04 PRELIM x PROP 300mm VALVE INV 89.673 ROP 450mm x PROJECT: M B PROP 150mm VALVE STM 91.65 92.00 LANDSCAPE `n 1 11 PROP HYD - = x x BOWMANVILLE x 90.06 a +� 91.55 X CONCRETE WALKWAY x 92.00 • x x 9 .oa 90.00 x °° x COMMUNITY PARK.75 91 .75 x x C8. 7 ss x 91.50 91,40 x 91.75 x �E CBMH 12 x RIM 90.75 E E RIM 89.80 \ INDOOR SOCCER FACILITY E E AND LACROSSE BOWL - x 91. o o C) o x 91.50 91.50 x 91.30 j9125-x 89.55 x + MUNICIPALITY NOFR�LARINGTON x _ r r @ O x oi LIMIT OF _ a of _ _ _ �y GRADING /� _ a - ,o,� - -_. - - , 100 YEAR' ;` x - _,__r `_ x 91.30 _ - - X GRADING M w- w o FLOC D ., x 91. 5 a Li. o_ ° > rn E + _.. - _.. ' M x 91. 5 L TION w ' x LO _ -PROP 133.Om OF 150mm C-900, CL-150 PVC - CLASS P BEDDING 0� _- - D ETAI LS P LAN In CD- -- _ � N 91.2 m E � � ; , - - _�_ _ ,-_ , • - _ _ -- ---- - ------ -------- --- -PROP 133.5m OF 300mm C-900, CL:: -PVC-----CL-ASS- 'P-'-.BED.DI_NG ° �� --- _--- o o x _ x 91.10 _ -______-__-- -� -- -- . ___ _... - _ � ---. ..__ _ 91.1 -x- ___- -_ 91 25 n- PROP 900 m M , 1,yp - - - E x 91 .15 All _ _..__ O o - - - o-_' 0 x 89.50 c0 O M _ _ -- + - - a a - O M EO O.r Cn - - --- - -. _ - 91.15 x -- - _ o o x - o¢ v - _ OOtnro , 4 Fti x x 91.2 5' - �� - -_. ._ . -- x 91.10 r -. - --- - ---- - ------ - 1.3 --------- 9 / ----- _ _ _----- -------- -. _. a 9t. 0 -... __.- .. _ . .__..-- ----- - �� 9'1.2 - __. __..._ - - ---�0._ P -- _ _. --- - - 90 } � MH 1 J - - -- .__ . _ --- 5 -- -- ---- -- x J1.9S- - x.; 91-.78'- x 91.63 x 91.48 191:27' - --' __ _ _..__ -- o o o CBMH _ - -'-- _- - p1A - _...- - --- -------.---- ...---------------- - - _- _ .. - - -_ -- ._-__.__ .._._ RIM 90.9 -__.__- -- -- --_ -- _ .97 . __ .. . 0 - Omm __._ TO CEP R -- ---___ - -PROP 9OOmm_ TM_- --- -R1 gp PROP 750mm DIA STM - --- --- - _ - --- -- _ PR 900mm DIA STM �: c -, --- - PROP 900mm DIA STM o E _ ._ - _; - z_ -90:9b- - - --_ - - - - - - - - 9 9 :97 x, , - _ - 9 ----'- - 91.1 C M H 8 Cl:a� - - - -- _ __., _ _._._ X I Doc colrrROL: '1 =z DESIGN BY• BA RY BRYAN -- _ - -_ ..--------- EA_ � R G AD T -- - - -- _ ._ - r_ --.___ -'--- - --'- --- '---- --- ------ - ---E' --__.E o _ - -93 DAM- M.B.C. ASSOCIATES - - RO TE OSI E G ADE- ---- -. .-- -- - - - - '---- -- ---- --= -- _._ _ --94 ;� _ (991) LIMITED DRAWN BY: x camp _.._ _ TI 1 " 30 - AR T E R RA D T M.B.C. x 91 1 T 1 x '- ----- ----- x 91.15 + _ P PO V RA c BY - DU G NS UCT N) EX - ---- x-g •35 - --- -- ._. .- --- --- ---- -- - -- -- x 91.25 x 91.30 -- . ._..._.._. - __-_ _ _ - - - - - Landscape Architect CHECKED L. -- -- _ - _._. . _ .-. .__ M P IV - --- -' - --- -- --- - r an DATE P OP 00 P G - - - --- - JANUARY 2004 -- - OP 50 P G - --- --- -_ -DR PO _ __-- •93 - - - - - - ---- - - ..---..- ... - ._ 9 y Ontario L1 N BP PO I - - - -- Stanley Court,Unit -° _----------'--- _ = r -_..- ------- Tel: b(905)866-5252 � 1 250 I _ •-. - ---- - D RiN CO RU ION � 85.95 90.25 x P - -- - - e-mail b @ ba-arch om FILE. (D _.. _ _.. ... _. _. - __-..- _ 103135LG DWG 90 Fax: (905)666-5256 ` 87.885 _. _ PROJECT DRAWING INV EX _ 89 - _ S BRICKED 87.94 - --- cT No. G No. _ INV 5 1031351 LG - 2 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. 0 0 0 0 O O p ° ° o ° p o ° ° x ° GU/DE ° ° ° p o o 0 1 x X p 0 (' _, 450 CSP 0 ° o ° DSTS o ° ° o p x_ x--x WF WF WF WF 0 ° o o - - X-x x x x x x x x x x x x x x x x x x x x x x o 0 ° cc ENT 0 0 C O O J ASP. 0 o fA Z 2 �, GRAV ENT. ° 0 0 0 O w ¢ 3 v o ° G�//D p O - BASELI E ROAD 45 S m 0 ° ° p 0 ° 600 SP m Z i BUCM o ° w B ° WF m N STUBWF WF C S M x x x x _. WF WF WF WF (8m ROAD WIDENING) llVl/ERT=86.229 I HIGHWAY Np,40� -----__- ____-_----------___--- �, TO BE REMO l/ED VICE RO' - - -__ - - - -- - --------__- - -- TH gER ---------------- ----- -- ------ ------- m EX RESTRAINED CAP C/w MH AUB CAP SO 19mm BLOW OFF AS PER KEY PLAN R.O.D. S-4 CONSTRUCTION VEHICLE RIM 90.95 S E L / ACCESS ROUTE D A D N0, ISSUES DATE BY + ( 1 ISSUED FOR SITE PLAN APPROVAL 04/01/0 JC I i o W I�1 d ' �, o BENCH MARK No. ELEVATION T T 3 3 a a o < w o P ATTENTION CONTRACTORS: w Z > E ALL QUANTITIES, DIMENSIONS AND ELEVATIONS 0 o a PROPOSED 2% CROSS LL ON ALL CONTRACT DRAWINGS TO BE VERIFIED w z �- 00 ` - GRADE 4.Om 8.0m ROA 4.Om ( BY THE CONTRACTOR BEFORE COMMENCING �-� CONSTRUCTION OR ORDERING MATERIALS z o 3(TYP) I CONTRACTOR TO BE EXISTING U/G OVERHEAD UTILITIES.LOCATION IOUS F 2°Jo 2% UTILITIES CONCERNED TO BE GIVEN REQUIRED ADVANCE CD NOTICE PRIOR TO ANY DIGGING,FOR STAKE OUT. THE EXISTING GRADE CONSULTANT ASSUMES NO RESPONSIBILITY FOR THE _ W d ACCURACY OF THE LOCATION OF EXISTING UTILITIES � w AS INDICATED ON THIS DRAWING. O � Y EL 0 LL E E l _ SECTION 'A' - 'A' NOT TO CALE E E 1 0) V) O °O (n L_ LL_ D_ O E LEGEND - 89 EXIST GROUND CONTOURS _. - - � N PROPOSED LOT ELEVATIONS x 89.15 - - o a_ o T PROPOSED SWALE rri a_ 0- °' DIRECTION OF DRAINAGE ENVIRO FENCE RIP-RA RIP RAP CHECK DAM CHEC DAM CONSTRUCTION VEHICLE ACCESS Ln MH 20m x 8m x 500mm OF CATCHBASIN FILTRATION DETAIL L' RI O.10 1 00m DIA. RIP RAP a) 13.Om OF 450mm CATCH BASIN FILTRATION INV 91 .60 C.S.P. CULVERT EXISTING FRAME AND GRATE INV 91 .50 TERRAFIX 270R FILTER FABRIC v Cl) L Q s PRELIMINARY CATCHBASIN o EROSION AND SEDIMENT CONTROL NOT FOR CONSTRUCTION o CONSTRUCTION NOTES NOTE: ALL CATCHBASINS rn CONSTRUCTION ACTIVITIES ARE TO BE IMPLEMENTED TO BE FILTERED. IN THE FOLLOWING ORDER. O 1) INSTALLATION OF PERIMETER ENVIRO FENCE. THIS z FENCE TO REMAIN IN SERVICE UNTIL FINE GRADING AND SODDING IS COMPLETE ABUTTING FENCING. z Q 2) INSTALL fNTROLLED CONSTRUCTION VEHICLE ACCESS ROUTES MUD MATS . ACCESS TO REMAIN UNTIL ROAD y 0 IS PREP FOR PHALTING. U 0 L 3) STRIP SITE OF TOPSOIL, STOCKPILE AND INSTALL > O ENVIRO FENCE AROUND STOCKPILEOrn FROM TOE OF SLOPE o �_ FlNERGRFENC AND SODD D.N UNTI TOPSOIL IS REMOVED, E 4) ROUGH GRADE SITE. E rn J 5) INSTALL MINOR STORM SYSTEM AS WELL AS OTHER o X UNDERGROUND SERVICES. NO. REVISIONS DATE BY l PERIMETER ENVIRO FENCE DETAIL 6) WHEN CATCHBASINS HAVE BEEN INEALLEQ FILTRATION CHECK DAM DETAIL TO BE PUT IN TO PLACE AS SHOWN IN CATCHBASIN I FILTRATION DETAIL". THE CATCHBASIN FILTRATION o RIP-RAP a IS TO REMAIN UNTIL FINE GRADING AND SODDING IS tz CHECK DAM 3 COMPLETED. d , D.G. Biddle 6 Assecriates Limited 3 _T-BAR (2.Om O/C) o z eonultinq •nginm�rw end plenn�rm / SNOW FENCE M � RIP-RAP (150-300mm) p 06 l l9 SYREET EAST • 03HAWA,ON L,H ,L9e ENVIRO FENCE - SECURED TO FILTER FABRIC QP PHONE (003)676-E800 FAx (008)876-0730 - of SNOW FENCE AT 300mm 0/C -TERRAFIX 240R OR EQUIV O X DRAWN BY : PROJECT No.agbladl.oimr.ot.oem F c S,O ' o -LATERAL SECTION �° r`"'� ���` MBC/JHC 103135 300mm I DESIGN BY : CAD FILE : `r r X !' y RML 35LG MIN 1031 •.. � P t !i r✓G t �:r 5 CHECKED BY : PLOT DATE : = A g z o ° EX DRAINAGE DITCH o. O _ RML MAR 08/04 0 TRENCH TO BE COMPACTED ¢ ° o LIMIT OF GRADING DATE SUBMISSION : , ��•LE nF FENCING TO BE BURIED 150mm MIN o ,� -----� C 1 JAN /04 PRELIM LONGTITUDINAL SECTION �' _---- RIM 9.85 E PROJECT: o x191 45 1 1 I QO 91 .50x BOWMANVILLE TEMPORARY CBMH 1 O z ' RIM 92.00 a- cLnn < INDOOR X COMMUNITY PARK I LIMIT OF GRADING < o SOCCER PROP 250mm 1D IA ST Q GRAVE ° o X INDOOR SOCCER FACILITY Nr x 9 .35 x 94j.2 9 .1 X E o F.F. 91 .60 BMH 14 AND LACROSSE BOWL x 5. 0 of � - PROP 200mm P SAN IM 89.85 E I INV. AT OUTDOOR 2375 BASELINE ROAD i 2 ° ° `c J PROP 300x300x w E LACROSSE m > w o BLDG MUNICIPALITY OF CLARINGTON CBMH 2 x x 0) o 150mm TEE J> o I 87 607 BOWL RIM 92.75 0- N PROP 3.2m OF 150mm > > 2. 92.85 Q FIRE PROTECTION E E 00 IMH C U, ° a CONNECTION E E RIM 91 .70 DRAWING: I z In oo Ewz o E r PROP 150mm VALVE ° c° I- o Q E IP-RAP M ; '�?- Mme__ EROSION � a HECK DAM x 91 H 91 .85 x - m w BMH 13 ° � " CONTROL PLAN 2. x 00 °O w '� w f= � � o �, z F.F. 92.00 IM 89.85 95.00 CBMH 3 0' x x m O D_ O UJ tm B G_ � Ov PROP 450mm X RIM 92.55 ~ 0 0 0 1 .65 DIA STM x 92.6 -� CB 7 x x Q X RIM 90.75 x 1 0 z 91 4 x \ o z v IM 89.80 RIP-RAP x 1 . 0 0 > CHECK DAM X 2.5 ` LIMIT OF GRADIN Q a CBMH 4 CV O Q x x x x rn 91 .15 H 11 . :. Om OF MESTIC CONNECTION N 0. 0 ° + PROP 13 m mm ROTECTION CO o =0) DR S 900 x 92.8 m_ G 1 6 x 92.07 - O p1 P BARRY- BRYAN DESIGN BY: o / W S 1 .63 x 91 . P I STM IA STM 9 ASSOCIATES _ o 0 5 B H 8 (1991) LIMITED DRAWN BY: x j EXISTING SWAL RELOCATE D LINED WITH P g C M Architects 150mm P-RAP AS PER H Engineers CHECKED BY: O.P.S. 810.010 NVIRO X Landscape Architect Project Managers DATE: ENVIRO F - wnnta ley Colo L'IN it I JANUARY 2004 i 11 SCALE: !S` W o Tel: (905)666-5252 1:500 150 m m DOMESTIC PR OT X Fax: (905)666-5256 AREA TO BE REGRADED TO Wz ¢-mall: bba @bba-aroheng.com FILE: PROMOTE POSITIVE GRADE PROP 42.5m OF 300mm PROP 150mm PLUG Z (EXISTING HYDRO POLES FIRE PROTECTION WM a g PROJECT NO: DRAWING NO: TO BE SUPPORTED PROP 300mm PLUG w DURING CONSTRUCTION) :D 103135 ES-- 1 .,'4., .._.... CHECK AND VERIFY ALL DIMENSIONS AT THE SITE O C _ -ter! -°� -�_ e t 1_ -�� �- —J ` ' ; LL C ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE - '' -�'__, _� o -_ `�° _p �Fj/\``� r ��J \\ .' ` ��~ �_-1(-,� ��f J l✓. W ^`�\ COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED o - ' `�,-` _�_ -_ ` } UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE ��-:� `?- `° - `p __ `_..\ ___ ------ _ ,IUI L L \' W I \ %' �'1I r \` I V(V I �T WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. ° ~-� `�"` Y * - I I I�\ DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED ENT. AND SEALED BY THE CONSULTANT. � ,.-Pr's-cr'" n O �_, , ` r7-1�- / �. �. ..—. .—��_�-_-... - `� ".�_..� \ \ --~~�— •�-- - — - / ��\. ) (..�r� r -_ Vim ELIt - _,- A //---\'i� rte'--�_.__ /�� -�i� 'C1 O— --� .__�-=..�--'-"- � _ -- --- - / -- =-- `-- -- �' `"=-----_ � � "' ~J --.__�'` _— '— '- LLh- � _.--1� � � r.� �l- ', �_'.__-- �s-� -.- .�— �� �- 1.J \J, '" �� --.= `�.—__._--- _ -----" Leading the Way T j - - -- - - _ - — _ _ Y z_ k/ VU� �,N F C S -x--K——x x I / ; j J�F V`Jf - P N W {8rr�%road widen in C° _–� \ �;.� - /;' �,, 1 � i�• � , _ NO, ISSUES DATE BY /yy / / //"'�\ LL� IJI JAN 1 FOR REVIEW 13/04 ' ' 2 FOR SITE PLAN APPROVAL �04 AM i / / APRIL - 3 FOR TENDER AND BUILDING PERMIT 8/04 AM j Lei ' 0 �) 2. 0m wide r i" i I M ,Walkway/Trail 1 - i j LU ( -� - I BASELI E ROAD 3 z1 ate II I I K I WWW Li f `\ 0 1 r Y / \ Y i SOU F1 SERVIGSRO' KEY PLAN CV _ FUTURE CONNECTOR ROAD , ---- t r < I \ - (zl RESTORE ST`fE AND HYDROSEED AREAS RESTORE SITE AND HYDROSEEO AREAS \ S� / ;' / ; DISTURBED FOR INCOMING SERVICES DISTURBED FOR INCOMING SERVICES \ f / REFER Tb SERVICING PLAN PREPARED BY REFER TO SERVICING PLAN PREPARED BY D.G. BIFIOLE dt ASSOC. FOR EXTENT OF WORK ---- -- ---- w D.G. BIDDLE & ASSOC. FOR EXTENT OF WORK - A - I 1 NO. REVISIONS DATE BY S PART B 754� 101875 / $ 76490 65000 \, - 1 ;' \ w --I Ou door I Lac osse ' PROJECT: L IF owl �� BOWMANVILLE COMMUNITY PARK \\� �, INDOOR SOCCER FACILITY AND LACROSSE BOWL ) � LEI ' ' ' / ' � \ \✓ \\ L f 2375 BASELINE ROAD MUNICIPALITY OF CLARINGTON PARKING AREA " \ pix / ,i (186 Vehicles) \ `2 L — _ J \ DRAWING: t ) v1. _Y "'r-!' ,(1' `i'Y-l'-,'Y Y{'YrV-Y .\` • • ` l �i-r���� L OVERALL 1 _ rv1 'r,-ry r r,•r v r� Y w o I --r�-rj-r,�"�T --- \T'--��--1--`--�, \ m }"`v Y- rYY r1'Y" ,fy / -- rt^ l O T �-T �' Y--T TTr rrTT r 7 rT -L- L \� ---- \ °' r l-v Y Y ° lYY l^.y `" _ SITE PLAN �� __ `__-_----------'- Y-r� r V', Y`.'1"r'l"-,"r > - i �L ��__ � _..� _ \ \, �YYY 1 R 22 O F A'- --- —_+EnSi1NG RAIMAD BERN _-' .�i�.--_,- �_1 ITT-r"z--•- __.-- \\ i / \ \^ -- T T `-1Tl '_TT-i r J J A I A� +,1 J.-�JJ•. �r - - _-___-- _ -_.-_-- _ 'O PARIO- I�ARFJ�-----�-- _ o -1-- -' _."�;.-�----� ---------------- ------ _ -�----___- -___-_- _ _'__ A,..�,�,� - -_L.,_L�l --,�' I' _ �--T __ �- 1 dam__--- [f J rlT1-'-.f�T'-T�TrT?-I'�T"T-r-i '�A_ ..L,I.A,�I.�,,,�E..x�l.,_J%�'=-1"t-1 a A A----,flrAld 1• "�_�` .-. _ _ �-r��! 7- _ ~� c � . - �–-— --- --- R FA V • • -� �..� ;/; ���� F �. _rr>T TT _- 1 �/ �x-L _.1__L_L_ � �.. \ \ �'��` /', ,_J�_1_�-Ji_i-�i_-_J - ��-�.__� -CT----- �_ ------- --'--_- - -- 1~ j �, _ �,_/ `�, i (, r T r, ? s- __ PART A -- �� - ---'-- - — — — ,TTY-r-r rTr�-r i r-rrT -, �`} �'/j , _S- ' 7 ! � TAI-rr�- --r-r-.-T-F=1- -, , T� --l��- /; ,�,� /� 1_/ ooc coNrnoL: � -�� ?;�-� �,- � err — x/', , BARRY BRYAN DESIGN BY: DATE: „1- -- �- i .1-1-1�,_I�J Tr-r_1 'T'--r-,-J-,-�--r7_ PAR( L � � ASSOCIATES AM ? `�. r DRAWN BY: % COMPLETE: W /i" (' ._ % � -��'j..J_�._/_,_-r `' � ,� �'' 1991) LIMITED I. L `� �� �- s ,yam- T�� CCRIJB E3RUSH - i AM CL C�1 Z / "._��i _I_� r �������-�� ------- ? '.._Tr_' ,T r , -r r , ,T�T�-r—rT Tom- .` �. ,1;/ Architects 1._i_ L _lam `�-r 1iJ_.li`L�_L�i.�Z�yC==� `i _ )-T �r c INITIAL � —_--- Engineers CHECKED BY: _ --- Landscape Architect DLB x; Project Managers -1-' ::.; � DATE: y 1i'!J \ // Whitby Ontario L1 N 8P9 JAN 21,2004 Tel: (905)666-5252 Di SCALE: I 1;500 Fax: (905)666-5256 j 1 e-mail: bba @bba-archeng.com FILE: PROJECT NO: DRAWING NO: / r - 03144 A101 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. / -PLACE TOPSOIL, FINE MADE AND // %/ -~— I ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE / HYDRO SEED DISTURBED AREAS 1 i COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE / / i J + WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. D.G. RIDDLE do OC. FOR OF GRADING ,� f I( DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED CONCRETE CURBING 7 AND SEALED BY THE CONSULTANT. / END CURBI G �'' P1 P1 + / I I iI + / l/ END OF CURBING I + Z o 4-- Leadin the Way � ASPHALT DUTY ;= �5 ; -- ----------- + 2750 4125 7000 + + + + + + O O + + NO. ISSUES DATE BY M JAN 0 1 FOR REVIEW 04 AM + + + + / I I + M J 2 FOR SITE PLAN APPROVAL 1/04 AM °zd P + + 6 10 3 FOR TENDER AND BUILDING PERMIT APRIL W ; , j � SODDED ( L� + + 1 O O O� + + LLI Z I \ + + + I i�// H C G L J G L K H + + + + go ° 7 2 8 20 8 I 9 20 20 9 \ + + LINE PAINTING TYP. i PARKING AREA �' P1 ® — 1 — _ C (186 Vehicles) ~ -- — ° 3 -- — o I a � II II NO TH 112 2 I SODDED FOUNDATION PLANTING PLAN II o o Li 0 Y y _ } ,y._Y. Y• 1:100 Q Cr �Y' Y. ~Y V�` 1`-Y r�.,Y^Y Y-� —Y--1 Y� _ I -. -�. �, I I 9 Y ...Y Y_ \ ..-.Y Y_ Y,-.Y.-_�, Y.--, _..,Y__,r: Y._�Y-_�, .1,�-,Y. ,.Y._.,f .Y ,,�,�� �-..Y.-- --lr-,r.� ,-.Y.-�Y� Y •Y�'. ,�"_,Y.-•r.-.,Y, Y_l � Y -v.-l�-,(�Y�-'r f�Y t r } -- - �' I W Q Q BASELI E ROAD CLEAR AND GRUB ENTIRE AREA ----- 5� `LIGHT DUTY \ I Q OF PROPOSED CONSTRUCTION TYP. -' - 25 ASPHALT PAVEMENT \ p`? I i Z e - --- ----- -- __ _ _ _- -- ,� - �, \ PLACE TOPSOIL, FINE GRADE AND O R TH I w --- - - -- HYDRO SEED DISTURBED AREAS CC �F I CD -L END OF--CURBING `1'' ' 40 \ �!/ 1 1 N 3 I i HIGHW A VICE RO PART B I 1 SOUTH SEP ND OF URGING � ,^n "- ---_ __ ------------- ,`- ^�, � -1 -_L— _ \ PART A i KEY PLAN \ „ CONCR CUR ING �_ i PLACE TOPSOIL, FINE GRADE AND I EXISTING P�II_R0�1D BERM ?T�' 7 T'�- HYDRO SEED DISTURBED AREAS - I D.C. REPARED�_ , .� ��.� 1•._.?-��`--`�--1`=�`�' _J " ,� Q � I t J ------------= _ - --- --------- ---- -- — -- --- --- _ - - _ I J TT�-T��--T- PART B ,, 2400 8 HT. FENCE I '---PLACE TOPSOIL, FINE GRADE AND ��. '. 1. HWM oISTORAED•"AtEAS WEST PARKING AREA REFER TO GRADING PLAN PREPARED BY A _ 1- 1:250 . OF NG� J� P3 \ P4 /I \\' ° ( F.R. `. t4 PLANT LIST 2 W8 /, " C4 KEY BOTANICAL NAME COMMON NAME NUM. SIZE COND. REMARKS zI TREES 1S = �I LINE PAINTING s5�1ei® EXACT CONRGURATION \ A ACER RUBRUM RED MAPLE 4 60 mm cal. B&B SPRING PLANTING N X00 f ' 4CONCRETE BE PROVIDED BY I l� CONCRETE HAND IL Q I \SLAB LACROSSE ASSOCIATION w WALKWAY A L I 914 mm GATE (3 F) B ACER SACCHARUM SUGAR MAPLE 3 60 mm cal. B&B ��' d g Ou ` door i C AMELANCHIER CANADENSIS SERVICEBERRY 5 40 mm cal. B&B MULTISTEMMED J _ _ - - A103 I I I J D QUERCUS MACROCARPA BURR OAK 10 60 mm col. B&B SPRING PLANTING _ -.--- - - � E CONC L.� C��0 S S `� PLAYERS I I E SYRINGA RETICULATA JAPANESE TREE LILAC 4 50 mm cal. B&B _ - -- F TIUA CORDATA LITTLE LEAF LINDEN 8 60 mm cal. B&B STEP$ I BOX (7.31 M) I � . _._- --- - SODDED 4 � I SHRUBS U z7_7 G BUXUS MIC. 'GREEN MOUND' GREEN MOUND BOXWOOD 17 30 cm spr. POTTED / I BOX ( 4M) I I II I % — P4 =_.Q �� 8 TINExEEF'QtS I H SPIRAEA BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA 16 50 cm ht. POTTED H BOX (2 4M) I P4 4 I J SPIRAEA BUMALDA 'GOLDMOUND' GOLDMOUND SPIREA 18 50 cm spr. POTTED JI LUI �� ! PENALTY K VIBURNUM OPULUS 'NANUM' DWARF HEDGE VIBURNUM 27 50 cm spr. POTTED / �X (2.4M) s000ED wl PERENNIALS AND GROUND COVERS i L HEMEROCALLIS 'STELLA D'ORO' STELLA D'ORO DAYLILIES 40 2 yr. cont. grown ^I PLAYERS Ir M PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 16 2 yr. Cont. grown I / BOX (7.31 M) 78 5 I f l 4R IR I 914 mm GATE FT) � S 914 mm GATE N (3 FT) TYPICAL NOTES: I PRE I ZCONCRETE 150 \' 3600 �1 1.5 x 1.5 M SCTEPS i SLAB I �;" NO. REVISIONS DATE BY SURVEY INFORMATION OBTAINED FROM MASTER PLAN BASE MAPPING BY TOTTEN SIMS HUBICKI ASSOCIATES. I� F R 11 CONC. PAD TYP. SODDED i` 4 C FOR SITE GRADING AND SERVICING INFORMATION, REFER TO DRAWINGS PREPARED BY D.G. RIDDLE dI: ASSOCIATES. �I � — — -- � I� FOR SITE LIGHTING AND ELECTRICAL SERVICING, REFER 1 'g 1 � I I� , G, EFE TO DRAWINGS PREPARED BY DURHAM ENERGY SPECIALISTS. �'� P3 1.5 x 3.0 M _ _ - - = / � F SODDED-� CONC.,-PAD I / \ 12200 - � P4 1 DOI / 24384 80 FT) \ 861 6 • I • I L — OF.H. CONNECTION SODOM , • • 11"2700 3910 1 (DOUR DOUBLE � GATE 1111 , •• PROJECT: \ Q' CONCRETE WALKWAY 1808 H C PARIQIG • • • • • \ 2400 B HT. FENCE — '. Al —� • • • �, 14 CONCR CURBNG - \ .• : 3000 BOWMANVILLE EW g -- — Sow : COMMUNITY PARK ou Y \ INDOOR SOCCER FACILITY F.R D OF Cl.RBING 11 � ��- :' CONCRETE FlRE ROUTE 4 �� 2750 4500 / = e DROP B i f y AND LACROSSE BOWL SIGNAGE (F.R.) A1Q3 MEDIUM DUTY 1, I L CONCRETE CllRBING ATEj r \� P Y� . 1 �.Y-_Y._.Y_,1_;-l y. �, ,; �, Y l' .I. . TYPICAL ASPHALT PAVEMENT fire route I o - ' 2375 BASELINE ROAD R `� - ' _r _ - , - - " r REMOVABLE BOLLARDS a � �SODD MUNICIPALITY OF CLARINGTON _ - `F.R,� y r I ,,r - _, _ _v v - �� - \Y Y,'C PAINTING TYP Y} ° Y Y Y i- _y. '_, ,�; y,--,;� -}; - - - - - 2750 - - - -_`ice Y� �L1r1t� 'r y �- ` A103 � �� •. \ �1 .v,-'Y- �, ,,, .,�. y } DR P-CDR i _, _ � �o C AND GRUB RE AREA F. ; �� -. ._ A �, DRAWING: OF PROPOSED CONSTRUCTION TYP-1.1 Y Y v 4 S 1200 7000 5700 Y` `Z! I �' Y - ___---_-- - - - NDSCAPE _ _ SODDED -- - -- ---- — PLANS -- --- g I - _ I ' - -- - - - ----- -- ----- --- - "_�-- - ��D M. C��' MEDIUM DUTY ___ __ --- _...-- -- - -- - ---- .-- RB -�=1a-� ASPHALT PAVEMENT ---- --- - --- ------. _ .__- -.. PARKING -AREA-._--_-- _ _ ._._ - . _ o__-_----__ ---- ---_ _ -- -----. HAL PA _.L_� 1 — - _ ---- - = - - -- �_ ,. t �._ __ 1_1_1_ L_ .L---�-L r- I - _ - -- ------- o - - ------------ _ _ ___ - _ - ----- - 4 t - L_L._ - I I I (9_9- -1f�hl_cles� _ 25 _ - ASPHALT PAVEMENT ---- --- _ -_ \ LIGHT DUTY --L -- �._:.. ASPHALT PAVEMENT -- -�. r L__.i- I -� ---- _-- -- ----- -- --- - PLACE TOPSOIL,--fINE'GRADE AND �--ti-4, -r- A --�.-�-;.. _ ,, _ -- -�_�._•�_?���,. - L ��1-__ _ _ _-�-- _ _ - - SEED DISTURBED AREAS _ . END OF CURBING _ ti �.. 4-r - - - - -- - _ -� I 8 -BEYOND WALI(WAY� �_ �- r------ -- - T�- _ REM LE BOLLARD -- --- ----- _ �. `" $ __ Al , I � r 7-._J__.r I I � - T--- ' - ��� � TJ.' - _ _ - -_ �� ---_-_-, _ f--` `' Y rr - ,•'•�� EXISTIN RAILR.. D BERM _L r t T - 'I 'I J 3 r i J Q -.. • , i ! -�.._ .-: / %/ / DESIGN BY: ol. I — 7 ATE CONC CUR NG --- ----_ -- -- -- _ - i DOC CO --- --- -- CONC ETE CU IN6 / - --- -- T AM F R --- > -- - - - ( 99 )OCIATES LIMITED N BY MPLETE r. l -Y� PART A (� ---- --- - ------------- , -- --- i Architects AM DRAW . --- PIACE IOP501L,_E7NE�RADf�AND -------...--------------------- ------ -- -- _.___-_ _-----.------ I,;' Engineers CHECKED BY: INma.: PART -B --- HYDRO SEED DISTURBED AREAS t .r ��. - _..--- ----------- ----- -- -._...- ------ - --- -- ct -- -- LIGHT 6U1Y ----- -- ------ -------- - --- -- - --- _ a ' _"°f - /;' Landscape Architect DLB i- _ _ _._.- _.-- - r Y Y 'r ASPHALT PAVEMENT ------- - --- / Project Managers T--� -- t 'j REFER TO GRADING PLAN PREPARED BY -- ; -_ .__..__---. - '' ( Y Y D.G. BIDDLE dt ASSOC. FOR EXTENT OF GRADING v L Y�.Y �� __-- . -- .- - �,' 1 9 DATE: ---- I (.J _--------- --- -- ),} —�I —_---- ---------- ---=--�--------------_._.�------------ / it Stanley Court,Unit 1 _ - 1 -- 1- - --------- ---' - Ontario Li N 8P9 SC —�— - r _ _ ALE } JAN 21, 2004 ?_' t __ _— ----=�_ ��. — / =--------- - - - Tel:Whitby(905)666 5252 \- I Y C C J ) l_.I (._,� D L?F\ I._-� _)­11 �._. Fax; (905)666-5256 FILE 1.200 — - --- - e-mail; bba @bba-archeng.com SOCCER & LACROSSE FACILITY AREA PROJECT NO: DRAWING NO: 1:250 03144 A 2 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE NOTE: CONTRACTOR SHALL REMOVE TREE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. WRAP AND STAKING IN TIME FOR ONE YEAR DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED WARRANTY INSPECTION. AND SEALED BY THE CONSULTANT. PRUNE OFF ALL DEAD AND BROKEN UMBS, FARED SIDES TO HAVE DOUBLE LEADERS AND U-SHAPED CROTCHES Q A MAXIMUM SLOPE OF TO MAINTAIN NATURAL FORM TREE. DO NOT Ki 1:10. TRANSITION TO CUT OR DAMAGE THE LEADER. TREAT ALL WALKWAY TO BE SMOOTH CUTS OVER 15mm DIA. WITH APPROVED LACROSSE SIDE BOARDS: SCRIBE GROOVES IN TREE PANT. 91.50 43mm O.D. GALV. STEEL FENCE POSTS RAMP SURFACE IF HORIZONTAL RAILS AND POST CAPS \ \ \ \ \ 3 PLAN STAKE TREE WITH TWO STEEL T-BARS, SECURE TREE WITH MINIMUM TWO STRANDS SEAT WALL: SIENNA STONE 50mm, 6 GA, GALV. CHAIN LINK '/4 BY OR APPROVED FENCING WITH VINYL COATING SEE P� ¢12 GUAGE GALVANIZED WIRE ENCASED NO. ISSUES DATE BY \ \ � IN HOSE AROUND TRUNK TOP STAKES MINIMUM 200mm DEPTH 13mm THICK X 86mm COLOURED 1 mm TO BE SET TO PREVENT DAMAGE TO LIMBS. APR AND SOD TOPSOIL \//%\/ / CORNERS TYP.PLATE WITH RADIUSED ( \ D. ° D COMPACTED GRANULAR A 1 FOR SITE PLAN APPROVAL 1 04 AM WRAP TRUNK WITH BURLAP OR OTHER 2 FOR TENDER AND BUILDING PERMIT APRIL AM ° °: BASE - EXTEND BEYOND APPROVED WRAP FROM GROUND TO •�° �• �°�a�'• .D .'. UNITS AS INDICATED FREE DRAINING GRANULAR A'° ;&`' m �° °.. . ' t 76mm ALUMINUM FRAME TYP. BACKFILL $ °. BOTTOM LIMBS. tOmm THICK WHITE W HOPE 100mm LAYER OF SHREDDED LINE IN WALK AND RED BARK MULCH 100mM DUI. PERFORATED t / /\\/\\/\\/\\ \ CURBING BEYOND ° ° D / /\/\/\/\/ \/\/\ DIAGONAL FRAME BRACING AS REQ D DRAIN PIPE C/W FILTER �� , ° ° �$ °/ / _ / / SOCK. CONNECT TO '° ° ° 1 11111-11111=_\ \\/\\//\/ N CONCRETE WALK STORM SEWER SYSTEM AT $$ o $ o — — \/\/\ ° 13mm THICK X 200mm HK�i IN 125mm DEEP SAUCER AROUND TREE BASE OF HILL A 4,° :moo °�. ° —i= — \ \\/\\/\ 150 / / COLOURED W HOPE KICK STRIP PLANTING SOIL MIXTURE: COMP / \ \ —� 1 — — z � °W FF APB ow OIMaNuRE ACTED SUBBASE \ \\j\/\ 10mm CLEARANCE FROM TOP OF 1 PART PEAT MOSS SURFACE TO UNDERSIDE OF DASHER BOARD SYSTEM TO ALLOW DRAINAGE °�°o a °°°� °°a - o°— BONEMFAL AT 6.Okg/m3 OF SOIL 90.00 OF WATER TYPICAL crp q. ��08 aa8o` �eob'° ° p.° $o o . TAMP AND WATER WHILE BACKFlWNG \//\\/\\/\\//j// //// ° • ° ° ° e IIIII=IIIII=IIII= — °°°° 250 00 �o o$°$' '°oao' '.. ° — — — — W ELIMINATE AIR POCKETS. THROUGTIN 1 — Q • e oo Ors°' 000 . °o — WATER TREE IMMEDIATELY AFTER PLANTING. IIIII=1\ \\ \\ \ ° IIIII== = = = = °=$ - _ °' ti°°C''O6' ° ° �$'° o$o �' ° �O `'�' � °$ °8.0 .° �$ _$°� =IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII= — TURN DOWN OR REMOVE TOP 1/3 OF =)I I=1 i(= BURLAP. REMOVE ALL ROPES AND/OR _ p 100mm DUl PERFORATED =I I 1=1 I ° o. o�O °$ 0 0 0 °o o ° fib$°04� D ° ° _ _ = WI AVOID FROM AROUND BASE OF TRUNK DRAIN PIPE C/W FILTER — _ _ _ _ SOCK. CONNECT TO 111 I I=1 1 __—=I = I I = I = —I I =1 I ( I (=I = — = I— _-1 I 41 =1 STORM SEWER SYSTEM. 1= I = — C — DROPPED CURB DETAIL — 16mm / X 177mm LONG _ EXCAVATE HOLE TO MIN. 150mm BELOW MIN. 150mm COMPACTED THREADED ROD TYPICAL I I =__ _ __ _ = REQUIRED DEPTH AND BACKFILL WITH GRANULAR 'A' BASE 2-10mm THICK ALUMINUM =III = = I = — I -_ =1 I- — CO°MP IALL'TMSO�ILRDIRECTLY BELOW ROOT COMPACTED SUBBASE WASHER PLATES. BALL TO MINIMIZE SETTLEMENT. NOTE PLATE ON BOTTOM OF FRAME TO ALLOW FOR WATER DRAINAGE UNDISTURBED SUB-GRADE NOTE: SET TREE 50mm HIGHER THAN 9 ROSS SECTION AT SEAT WALL CONCRETE WALK 150 ,�� SURROUNDING FINISHED GRADE TO A102 1:20 '1`Q' ALLOW FOR SETTLEMENT. SET 100mm .9 HIGHER IN HEAVY CLAY AND POORLY ° a a SOILS. °p �o a. g db ° ° a _ &6 1,F6 ° 0°° 000 °o v° 0 o °0°°00 v°°o° O°0°0°°O v 0 0p=11 o 00 006 5k L 250 ° .00 ri'� DECIDUOUS TREE PLANTING DETAIL (LEVEL GROUND HOT DIPPED PGALVANNIIZED FINISH =III ' ° - �O2 1:20 )°00 .. . .°o °o POURED CONCRETE WALKWAY TO STEPS LACROSSE ACCESS GATE: s,.5o B — STANDARD CURB ALONG CONCRETE WALK D .•. •...; , - 43mm O.D. GALV. STEEL FENCE POSTS HORIZONTAL RAILS AND POST CAPS o NOTE: CONTRACTOR SHALL REMOVE TREE $'' c °4q,.�$ o ° s 50mm 6 GA. GALV. CHAIN LINK °>$. ° �'$���'°°° oo°' � °' � FENCING WITH VINYL COATING N TIME FOR ONE YEAR WARRANTY INSPECTION. 13mm THICK X 86mm COLOURED CONCRETE CURB. Q!!L. O R,0,$ ° , . . ,i'... +--SEAT WALL BEYOND (IIII=1 I I I I = ORNEERRS T PLATE "�" w►olusED CONSTRUCT PER boo PRUNE OFF ALL DEAD AND BROKEN LIMBS, III=IIII=I I I o$. $ ° $$ t' I PRECAST CONCRETE STEPS: SIENNA STONE TO MAINTAIN NATURAL FORM TREE DO NOT DOUBLE LEADERS AND U-SHAPED CROTCHES o $ o .° 'b I e 100 MIN. BY UNILOCK OR APPROVED CUT OR 04JAGE THE LEADER. TREAT ALL ° O o$o I .I 76mm ALUMINUM FRAME TYP. o O. .s '.D a I►I D >. °. ° 100 50mm DIA. PIPE HANDRAIL CUTS OVER 15mm DUl WITH APPROVED e e °. °. '. .°.• U •°D ... D °. 4- L ° ?I°I '� HOT DIPPED GALVANIZED FINISH 10mm THICK WHITE W HDPE 1 TREE PAINT. oo ASPHALT PAVEMENT �b b 0�pbSo° °0 00 0 °o�o�`� c a� �Q,. Q,� aA POURED CONCRETE WALKWAY STAKE TREE WITH TWO STEEL T-BARS, ° ° $ $'o �$ o O$°O Db° ° ° TO 5Ox5Ox6mm AND MINIMUM 2400 LONG.STEPS ( I $08 °° �$° $' $ ° °$ $ o$° o$ °"o` ' $°orb• coq, 13mm THICK X 130mm HIGH r SECURE TREE WITH TWO STRANDS OF _ _ _ _ 475 COLOURED W HDPE KICK STRIP �_ _ t °$o`� •D STAB - SERE SRIR'L DWGS FOR 25mm THICK WHITE HOPE I I1= I- --1 =I IN 2 GUAGE GALVANIZED WIRE ENCASED $08 ��-i 0°A. o°o°°°°°°° o°� o°o°�°° HIE AROUND TRUNK.�TOP ROF STAKES IIIII=IIIII o°o ° $o REINFORCING REQ'T5 THRESHOLD I = I1=1 I °o °:o o° . 0°. TO BE SET TO PREVENT DAMAGE TD LIMBS. = IIII= 1I $ '8 � . � °. N °° oo°°° oo . POURED CONCRETE LANDING Ao°O `v o$' 1'I 90.00 _=I 110 0 2`� ° oop . . e o °o° TO STEPS $ WRAP TRUNK WITH BURLAP OR OTHER • , e.. Q. ° ° 4' 100mm MIN. TOPSOIL = =_III I I I _ I I _ APPROVED WRAP, FROM GROUND TO COREDRILL THROUGH BOTH $o ° P ° a oa r e ,° ° ; ;a . ... ° AND SOD I=I I I — _ _ — BOTTOM LIMBS. POST IN NON-SHRINK GROUT °�'°�'$ °$° �$�° 'Q$ '°� $ �$,,��e o Bqo o 68,60 C �' ° ° °A$�' � %0 °$�$'° o$� $ COMPACT SUB-BASE 00.91�$$oo $o ° $; °o� $' ° °$° 0 0 °o o$'° °a $o ° $ o$'o — LINE OF 100mm LAYER OF SHREDDED BARK MULCH 0 %e ° O 7�$'o�b a o oS'6.0 o ° o A`�b �o$°orb = _ = TO 96'X S.P.M.D.D. EXISTING IN 125mm DEEP SAUCER AROUND TREE. GRADE MINIMUM 300mm COMPACTED PLANTING SOIL MIXTURE MIN. 200mm R A' BASE I DRAIN PIPE C GRANULAR 'A' BASE 6 PARTS OF APPROVED TOPSOIL GRANULAR CONNECT IL 2 PARTS WELL ROTTED COW MANURE I1 SYSTEM. — 1 PART PEAT MOSS COMPACTED SUBBASE STORM SEWER • A — STANDARD CURB ALONG GRASSED AREA _ IIII^ — BONEMEAL AT 6.Ok9/m3 OF SOIL to TAMP AND WATER WHILE BACKFILUNG TO EUMINATE AIR POCKETS. THROUGHLY =I I WATER TREE IMMEDIATELY AFTER PLANTING. �II 300 TURN DOWN OR REMOVE TOP 1/3 OF 8 CROSS SECTION AT PRECAST STEPS I j J BURLAP. REMOVE ALL ROPES AND/OR s CONCRETE CURB DETAILS - III- II TYP WIRES FROM AROUND BASE OF TRUNK 02 1:20 A102 1:20 III =I i= —1 I(= III TO AVOID GIRDLING. EXCAVATE HOLE TO MIN. 150mm BELOW _ _ _ =_ =_ REQUIRED DEPTH AND BACKFILL WITH =III III—I I = III=I I I=III=I I TOPSOIL SOIL DIRECTLY BELOW ROOT BALL TO MINIMIZE SETTLEMENT. 300 I UNDISTURBED SUB-GRADE Li NOTE SET TOP OF ROOTBALL ON NOTE SET TREE 50mm HIGHER THAN 12mm CAP FIRE ROUTE NOTE SIGNS TO BE LOCATED DOWNHILL SIDE LEVEL WITH EXISTING SURROUNDING FINISHED GRADE TO A MAXIMUM OF 30m APART GRADE PROVIDE A FIRMLY COMPACTED ALLOW FOR SETTLEMENT. SET 100mm g r° ALONG FIRE ROUTE AS UP AROUND TREE TO RETAIN MULCH HIGHER IN HEAVY CLAY AND POORLY NO. REVISIONS DATE BY INDICATED ON SITE PLAN. AND WATER. SaLS, SIGNS TO BE MOUNTED AT 1.7 TO 2.Om ABOVE GRADE ,n HEIGHT. N p fD PARKING FIRE ROUTE TE)(T AND SYMBOL TO BE 2 DECIDUOUS TREE PLANTING DETAIL (SLOPED GROUND) 19mm x 12mm BANDING TOW AWAY �12 1:20 HSS 102x102xs.4 POST ZONE DER & ARROWS To BE WHITE REFL. BACKGROUND ARROWS SHOWN TO INDICATE DIRECTION (IE. LEFT, RIGHT PRUNE OUT ALL BROKEN, DISEASED OR WEAK PROJECT: g SIDES ROUTE. WBOTTOM TAB BRANCHES AND THIN SHRUB BY 1/3, RETAINING OF DRIVEWAY OIL NORMAL SHRUB SHAPE PRUNE SO AS TO LEAVE LITTLE STUBS POSSIBLE BOWMANVILLE 8 °FF BOLLARD AND u CONSTRUCTED FIRE ROUTE S I G NAG E TRIPLE MIX FLAMING SOIL BACKFILL LACROSSE SIDE BOARDS: PROVIDE CONTINUOUS TH AL WELDS. TAMP AND WATER TO EUMINATE AIR POCKETS COMMUNITY PARK GRIND SMOOTH ALL WELDS SIGN SIZE 300x60 Y FIRE LOCATE SIGNS AS INDICATED ON SITE PLAN AND THOUROUGHLY WATER AFTER PLANTING. — INDOOR SOCCER FACILITY 43mm O.D. GALV. STEEL FENCE POSTS HOT PIPPED GALVANIZED OR AS REQUIRED 6Y FIRE DEPT. MOUNT ON GALV. STEEL POST AT HORIZONTAL RAILS AND POST CAPS FINISH. HT. IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. 100mm DEPTH SHREDDED BARK MULCH. AND LACROSSE BOWL 50mm, 6 Gk GALV. CHAIN LINK PROVIDE CONTINUOUSLY MULCHED BEDS. 13mm THICK X 86mm COLOURED FENCING WITH VINYL COATING BLACK LETTER 'P', LEGEND AND BORDER MAINTAIN ORIGINAL GRADE OF SHRUB BASE W HDPE TOP PLATE WITH RADIUSED 75mm x 12mm STOP COLLAR 19mm RED REEL ANNULAR BAND SURROUND PLANTS WITH LANDSCAPE FABRIC 2375 BASELINE ROAD CORNERS TYP. 13mm THICK X 86mm COLOURED PITY BENCHES W HDPE TOP PLATE WITH RADIUSED CONCRETE SIDEWALK 14mm RED REFL INTERDICTORY STROKE m INHIBIT WEED GROWTH. MUNICIPALITY OF CLARINGTON AND TIME KEEPER'S CORNERS TYP. WHITE REFL BACKGROUND PQ HSS 127x1 27x6.4 INSERT WITH TO E ALUMINUM 76mm ALUMINUM FRAME TYP. SEAT ITH S STEEL FRAME WITH ° D ° . '�POWDER CONCRETET SLAB W ANCHOR DRAWING. TO 10mm THICK WHITE HDPE ` °,p ' n ' a 76mm ALUMINUM FRAME TYP. o� I I D. N N DIAGONAL FRAME BRACING AS REQ D � , ° 10mm THICK WHITE W HOPE 13mm THICK X 200mm HIGH ° °gnu° 8' ' > I I ' a$o $o�o $? $° $ ° �$�O$ SITE AND LANDSCAPE COLOURED W HOPE KICK STRIP eo$� $ ° 8°o'.,.'. I I o$c6" °o$� $,�s° o$° DETAILS 0 0, o 13mm THICK X 200mm HIGH �a°° o ( I ° `�8°° 8•odo 5%0 59 ° COLOURED W HOPE KICK STRIP o �o o� ,'^ �o o ° qb o. 0 ° 8 200 Cap $'o $ I I 8g8 O$Do A $�O p, p vs$ 4QJ 200 CONCRETE SLAB. SEE STR'L = I i I I °. . _ _ _ o $ ° _ _ " _ DWGS FOR REINFORCING REVS c _ II I III I —I I — IIIII IIIII 300 / (n --=\I I\\�=I\I/I/I\I=\I//I/)\1 $/o/=° 1=\/ .=�=. //\\////I\—: ..IIa$I°0—.8;..e.0.1.°1 —°o,. Qo 1°. —°,,. + —4_•° -°. a I s° $ 0c 4 I— '°.e ° 0°I o—$11•1° �—=I —C\l '0r0�0& • • ° r I I r II =11°1 =s II -. °I=U.. I --° I D--..°a..•$o s--..p..D ti$I `$'I I$o4t5, ° •$n q\o$\$$/\\�I-/I\II I\\I \ \ \\\\\/\\\//\//\ \/i/\`/i/\ I I I I I '�,,e$ __ T—Y° ° • A. \ gP ° ° � o\ 0 ' � o° $$an$ ° F°° $' q'ao$ ° o -9 1 `� CONCRETE BASE° '° o.o o® o — — 0 oA� o'1, o °gb$•Oo°°A o o p 0 $° LEAVE BOTTOM OPEN WIDTH OF PLAYING AREA 24384 (60 Fn OR DRAINAGE 50mm DEPTH TOPSOIL BASE COMPACTED O 1500 150mm TOPSOIL BY PER I T I P i—1 f .....' J... - '.PLAYER'S BOXES 400 AND SOD (STAKE) $Z6O 0 C60 = PREVENT SETTLEMENT 100mm DIA PERFORATED ( o�a5$ R�Q, .O— DRAINING GRANULAR L . . DRAIN PIPE NEC FILTER 15mm E X 177mm LONG IF PLANT IS POTTED. REMOVE CONTAINER AND REMOVE BURLAP FROM TOP THIRD OF BALL SOCK, CONNECT TO 89 89 1500 89 THREADED ROD TYPICAL = _ = SCARIFY ROOT BALL PRIOR TO SETTING IN GROUND. STORM SEWER SYSTEM. -- 2-10mm THICK ALUMINUM BLUE REEL BACKGROUND AND OUTLINE BARRY- BRYAN DESIGN BY: DOC 00WROL. MIN. 150mm COMPACTED WASHER PLATES. 300 DUL ASSOCIATES AM DATE: GRANULAR 'A' BASE NOTE PLATE ON BOTTOM OF FRAME WHITE REEL SYMBOL AND BORDER BARE ROOT PLANTING: SPREAD OUT ROOTS OVER TO ALLOW FOR WATER DRAINAGE COMPACTED TOPSOIL BASE AND BACKFILL WITH (1991) LIMITED DRAWN BY: R aoNPL: SUBBASE COMPACTED HANDICAP PARKING SIG NAG E PLANTING MIX IN LAYERS, CAREFULLY WORKING SOIL Architects AM BETWEEN THE ROOTS AND COMPACTING AROUND THE Engineers CHECKED BY:En SIGN SIZE 300x450mm PROVIDE ONE SIGN PER HANDICAP PARKING SHRUB. THOUROUGHLY WATER UPON COMPLETION. 9 INMAL SPACE MOUNT ON GALV. STEEL POST AT HT. IN ACCORDANCE WITH Landscape Architect DLB LOCAL BY-LAWS Project Managers DATE: 11 Stanley Court,Unit 1 MAR 24, 2004 Whitby Ontario L1 N 8P9 SCALE: 1 SHRUB PLANTING DETAIL Tel: (905)666-5252 1:20 E, � LACROSSE BOX DETAILS 5 BOLLARD DETAIL 4 S I G NAG E DETAILS Fax: (905)666-5256 1:20 A102 1:10 A102 N.T.S. �12 1:20 e-mail: bba @bba-archeng.com FILE: PROJECT NO: DRAWING NO: 03144 A103 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN_ DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. I i T1' 2 3 4 5 fi 7 8 9 9x 10 s5000 Leading the Way NO. ISSUES DATE BY 6700 NORTH 1 I I I I I I I I 1 FOR SITE PLAN APPROVAL AP� BEA 200 7200 7200 7200 7200 7200 7200 7200 2 FOR TENDER AND BUILDING PERMIT 804 BBA NOTE. I I I I ! I ALL CONCRETE BLOCK TO HAVE BULLNOSE CORNERS A301 I 1 5 I I I I SC-t DENOTES SCREEN TYPE A401 SEE ABOI 225 12 2925 125 L225 8 275 4 FIRE SEPARATION A601 A601 A601 — — tHR ( 1 w1 w2 A 121E g FHCr / rrrrrrrrrrrrr $ — — -- — r r / / / rrrr / / r / / rrrr SUWAMVOUI+RFJfir / / / / / / / r / rr / / / / / r / / / r / rrr .^ 1 HR FIRE �Ln $ WITif'PROTEIN,PADDING/ , / / , / , , , , , , , , , , , , , , , , , , SEPARATION MECH TYP. WALL CONSTRUCTION SEF/DLMAIL AO/A7o1/ r „ / r r / , r / r / r „ / / „ / / r / ,21 D DEC RM M AS M CH DRRA a ASSEMBLY TYPES 121 r / r / / / / r / / / rrr / / —13 / rrrrrr / r / / r / r / / rrrr / rr / / r / rr I I t2o 1 / r / / / / / rrrrrrr rrrrrr rrrrr ^ P1 SRECASTIILTUPPAVEL COLOURED BAND I '� r r / / rr rr / rrrr / 120 W2 W1 $ 1600 5 ^° rrr / r / rrr / I r i i i i i i i r r 150 SITE CAST TILT UP PANEL W2 501NSUL 0/H DOOR I STORAGE a O/H DOOR I 75 CONC 121J I t19 QQ r / rrr EDGE OF PLAYING FIELD / / / / 1198 M EDGE OF PLAYING FIELD / / r M r ROOF HATCH O 7 _ SIIE 5o IN CAST UP PANEL — — I — — — — — — r 3 IM 75 CONC $ / I �— —>--- — — — — — r — — A902 I 13 METAL 600 C/C COLOURED BAWD ci , MECH LOUVER 3050 P2 W2 $ I 3 S 119A .- A601 BLOCK Z 1 I I I I I I PTD STL ACCESS �� P3 g 1 8 1 3 P1 TO U/S o OF DECK LEER 121 911FE 1 HR FIRE SEPARATION ECESSED O1T1E FILL STA P2 140 CONC BLOCK MECH LOUVER t2 FH 1 04 I P3 O TO U/S OF STL DECK $ A301 GYM DIVIDER CURTAIN N 1 CO DOR C GE RM _ ALLOW 300X300 OPENINGS FOR COLOURED BAND I I I I N.I.C. 1 I I 1 118 117 I 1 REFER TD MECH RAWINGS ADD f4 REBAR 150 55�� g w1 COLOURED BAND A901 11500 1225 25 A�1 AND HORIZONTAL AT MIDPOINT ^ N OF OPENING AND CAST P3 50 INTO CONC BLOCK i S I I FxrENr of AmFICIA1 I I I I g VEST 1t7B ,7c g I I 117-A P3 140 CONC BLOCK GRASS PLAYING SURFACE $ 1D U/S OWSJ 150mm GRANULAR A 0 98X STD. P DENSITY OVER $ I 117 11 B 11 200mm GRANULAR B 0 RM STD. P DENSITY I n I VEST O $ z OVER ENGINEERED FILL- $ USE LASER GUIDED GRADING DEVICE ENSURE PLANARITY 140 CONC BLOCK 116-A P4 75 ABOVE FINISHED CEILING 11 380 t, O PTD WALL N N P5 13 GYPSUM BOARD MOUNTED HANDRAIL ON 92 META. STUDS AT 400 C/C 1168 16D LOUVER 13 GYPSUM BOARD N w1 I i 1 1 � I BENCH i I SEE 10/A902 $ 1 P6 SITE CAST TILT UP PANEL N O _ N E RM 1800 116 4475 380 VER CAL LIFT O/H DOOR r ° P7 13 GYPSUM BOARD \ � ON 92 META_ STUDS AT 400 C/C 75 ABOVE FINISHED CEILING r r r1 / 0.0 I SITE CAST TILT up PANEL MECH LOUVER CHANGE RM $ � 121 r r I r / / r � � � v, I � I ° pg 92 METAL STUDS AT 400 C/C / ARENA it z I 115 ,., ( S O 13 GYPSUM BOARD rrr r MECH LOUVER �, 75 ABOVE FINISHED COUNG 6 I r / r rr I I I ,Zt I I 1 rr / rrrr r ' I P4 SHOWER I � rr / rr / r I 1158 115-8 15C o � j rii r / rr / EDGE OFPlAY1NGFIELD rrrrrr rr r 149 (q 54864 =180' / rrrrrr r r 7 r ON 0.0 � I pg 150 CONIC BLACK VOID-MECH PIPE SPACE 8 92 METAL STUDS AT 400 C/C r VAT $ I 13 GYPSUM BOARD ,N / 11t o t15-A � I I 75 ABOVE FINISHED COLING NO. REVISIONS DATE= BY 'I rri rriirrr rir rr / rrrrrrr / / rrrr / nn O 1 13MM GYPSUM BOARD rr / rrrrrrr / r / r r VEST I 114A^ V ® ON 41 FURRING CHANNELS rrr rrrrrrr rrrrr �F��Y'�u�FI� � 11 FHC/ rr / r / / rrr / r'7` r yr / rrrr / 1 W 0400 O/C SURFACE MOUNTED' / r / / / r PROVIDE CONTINUOUS FIELD TURF I 114-A $ 14D ,ao CONC BLOCK wnw PROTE(,'TTVE P INC✓ / rrrr I 8 � I PLASTIC EDGING ALONG SPECTATOR / / / / r / r / r / / / / r / / / / r rSEEErDETAIL�f A70 / r / / / / / / WOOD BENCH I I rrr / Irr / / r / rrr / / / r / r rk 4 SIDE SEE 9/A701 b rl 2 1146M r$ rrr rrrr / rrr rrrrrrr / r SEE 9/A701 I 1968 1020 / r / / / r / / 1008' 1972 / / r / r / r / rrr / / / rr A901 P31,4-8 4 CONC LAB W/BROOM FINISH I 1ED 5 I �, A401 16 A701 GLAZED HM PTD1rr r r / r rrr A701 / r I I CHANGE RMU, - - - -- NP / r / / / �T 7-7 7TT-i 4 M r r r / / / / r r r / / r r / r ♦ 1200/ /1200' / �, 4800 1200 1200 4800 1200 3575 2425 2 4800 1200 100 4800 241D0 /4800 / / / / / / rl /12017 / r / r 4800/V 1958 2399 121 r / rrrr / r / / rr / / r I $ 1 N I I ^ I M VCT PROJECT: °' N I ---- ------ ----- ----- - -------- ---------- ----- ----- ------------------------ ------ - N - DN ---- --- ------------------------------------------------------------------ -- ---- ------ ----- - -- --- CT ,�, P5 o.o — I - - - - - — - — - - - - - - - - - - - - - - - - 75 3 m 122 I I _ I m 15� �/� RS'T a0 ° e BOWMANVILLE O — N sc ' Sc 1 I 0 sc-5 B P3 M A9o2 COMMUNITY PARK W 1 w 1 I 121 3 16 121 B 123 BULLET! 111 �, S 25st t 2A 3475 150 5850 sc-4 1850 ' 4050 A901 '50 3000 50 3s5o A601 ' / 94s t P7 11 W2 INDOOR SOCCER FACILITY L. AND LACROSSE BOWL P2 A601 1 — BULLETIN —— — —— 2000 800 2000 `° P9 to8 @)7f-iii6PHY CABINET 4�PHY CABINET p A902 RECESSED_ 2 1oz p3 BULLETIN P3 �- I 2375 BASELINE ROAD M � 4 N A901 sc-2 sc-2 10 P6 MUNICIPALITY OF CLARINGTON g W2 SPRINKLER RM °� 10 I P3 �- -mjEf - o N C1 Fowl P1 ` I 13 tog 2 ° I 6 107 toy I 104 P W (�NCESSION10 "�02 P3 A901 A601 I w2 DRAWING: OFD I P3 ,os P3 SLIDING GRILLE I MAIN OFFICE P3 0 sIPnTROEir I 1500 WRM P3 I P2 5 , 16 103 11 N H/C PADDLE 109 7 , DSC MEETING RM GROUND FLOOR PLAN SLOP SINK 01 4200 1500 P3 12W '� 2700 01 A601 } 1 I AW1 A601 A601 110 m JQ7 1500 I I 0 0 N i — — — — — — — — — — — — — --� — — — — 1016 w2 \ MECH Rw1 N I W" W3 W2 ��O ,SSpC SIAMESE CON ON MECH LAUVTR — — —— —— ———— — — �� 5500 2 2400 1800 2000 1400 N 2000 1200 3200 I 1 g�� 1 3600 1615 M o '''' '` i H/C PADDLE O PL I I / I \ 5 — — ----- — -� m r4 IS L. BR N 7 c°D•t — -•� LICENCE A401 300 10 150 I W2 6314 978 / • 72 `� 4 H/C PADDLE \\ \ 2681 A801 J 700 I 700 I ON 200 I I \\ 2 I BARRY- BRYAN DESIGN BY: D CO� 24511 —— —_ ALUMINUM \ ASSOCIATES ww Ile 35271 — POST 8954 14 (1991) LIMITED DRAWN BY: x�P� A601 Architects DY Engineers CHECKED BY: IHDUI 698 Landscape Architect W.W 1 5698 Project Managers DATE: LINE of CANOPY ABOVE 11 Stanley Court,Unit 1 MAR 2004 1 117000 Whitby Ontario L1 N 8P9 SCALE: A40 I I M01 Tel: (905)666-5252 1:100 DI Fax: (905)666-5256 � GROUND FLOOR PLAN e-mail; bba @bbaarcheng.wm FILE: azo� 1:100 7x 7y 8x 8y 9Y 9x 03144X201 PROJECT NO: DRAWING NO: 03144 A201 k CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. ! I DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. I I 1 2 3 4 5 - 6 7 8 9 9x 10 Leading the Way Jiro iii� NO. ISSUES DATE BY I I NORTH 1 FOR TENDER AND BUILDING PERMIT APRIL BBA I I I I I I I I I i LEGEND: 0 Q MOUNTED FLUORESCENT LIGHT FIXTURE RECESSED FLUORESCENT LIGHT FIXTURE I I A40, I I I I I I ° POT LIGHT FIXTURE 0 8 FIRE DETECTOR DQT LIGHT I DOW ISTRUCTURE DIFFUSER SC RM m RA GRILLE I 1 I I I I I I I I I I I I I I I I I 120 � 01 I I b I I I ° I I I° I I ° I I I ° I I I ° I I I ° I I I ° I 11 0 o I �,',9 ACOUSTIC CEI LING g 1 MECH LXNIVER 1 I I I I I I I I i I I I I 1 I I I I I I I I I I I I I I DMJNH CTURE CD PAINT i47 , 9 E A401 T_ — I —, —I---- — ----�-- — — I� — — --�— — —�- — I— —I --� — �-- — —�— — -,--a— — I-- —I� — C===== C====== - m I ° I I ° I I ° I I ° I I ° I I ° f I ROOF HATCH I I 1 I 1 I I I I I I I I I I I I I 1 I II I I I I 1 I I I I I I I I I I II I I I I I I I I fl o I g GLAZING 7 Amma Doom I I I I I I I I I I I I I _ CF-, I I g I i I I FAN "J I I I I I I I I I I I F N I I I I RM � I I I I I I I I ❑ 17 ❑ N I I I 1 I I I I I I I 1 I I I I i I I 1 A401 N ARM 11 01 I , p I 1 1 ° 1 11° I I ° 1 I I ° 11 i ° 11 I ° I , I ° I I I I I I I I I I I I I I I I I I 17- 0 g II I I I I I I I I I I EX(PMED I I l I l I I ► I I I I I SHOW o- PAN FINISH „ -B co I I I I I I I I I I I 1 1 I I I I I I N I A ° I I ° I '° I _ I ° ' _ °_ ° °_ I 1 ° I ° ° „6 I I 1 I I I I I I I I I I I I I I I I I CO W00R CtG A" g l 6 II I 1 1 I "" F ❑ I A401 I 01 I P I I ° I I ° I I ° I I ° I I ° I I ° I I ° I I 11 A ❑ NO. REVISIONS DATE BY I I I I I I f I I I I I I I I I I I I 1 14-A 4 g MEW LOUVER I I I I I I I I I I I I I I I I I g q-11 m , 4rB 4 7 I 01 I P I I ° I I ° I I ° I I ° I I �l ARM VM II I I I I I 1 1 I 1 1 I I I I I GYPSUM D I 11 I I , ARENA VEST ° R ° I 123 GYPSUM BOARD °� 114 I ,200 3000 3000 1200 3000 3000 12 3000 3000 ,200 ,zoo 3000 3000 Zoo 3000 3000 ,200 3000 3000 1200 N I PROJECT: D REF RM # 1 ,11 90 „2 BOWMANVILLE L( o o I I I o I I COMMUNITY PARK VIII p I 0 REF RM # 2 INDOOR SOCCER FACILITY 0 0 113 AND LACROSSE BOWL L_ M I 2375 BASELINE ROAD MUNICIPALITY OF CLARINGTON 11 N I I — 0 C ❑° p SPRIN RM I WR ❑p m 109 I CEILING MOUNTED RECEPTACLE D RAW I N G: F9_1 U E E I Sil :1 0 oT3 � 0 ' 2 ° ° REFLECTED CEILING PLAN EXPOSED STRUCTURE ' 03 NG D I F L „ 1 vEsnBULEss 0 Gx I I I ,Xn _ PREFINISHED p p ( CORRUGATED METAL 0 \ O AR ITE Z Loiw F 5 C 38 NISHED Gy — OUR RUGATED MEra' 13 BARRY- BRYAN DESIGN BY: Doc coNWDL: A601 ASSOCIATES ww �� (1991) LIMITED DRAWN BY: %�P� Architects DY Engineers CHECKED BY: NM. Landscape Architect W.W. I Project Managers DATE: 11 Stanley Court,Unit 1 MAR 2004 1 I 2 1 I 3 Whitby Ontario L1 N 8P9 SCALE: Tel: (905)666-5252 1:100 D1 REFLECTED CEILING PLAN I I I I A40, e Faxmaill (905)666-5256 : bba @bba-archeng.com FILE: A202 1:100 7x 7y gx Sy gx 03144A202 PROJECT NO: DRAWING NO: 03144 A CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. 1 2 3 4 5 6 7 8 9 9x 10 Leading the Wav _ NO. ISSUES DATE BY NORTH 1 FOR TENDER AND BUILDING PERMIT APRIL 4 BBA i 8432 DENOTES TOP OF STEEL I I I I I I I I DENOTES TAPERED INSULATION 9032 S UNIT HEATER VET THRU ROOF N UNIT HEATER VENT THRU ROOF N UNIT HEATER VENT THRU ROOF o (n C4 RD ROOF ACCESS LADDER I I I I I I I I I I 7 B — — — — — — _T — — —I — — — — T — — — --T— — — — T— — — — T — — —I o I I I ROOF ACCESS WATCH PRECAST CONC PAVERS SLOPE I I I I I I I I 4015 4115 I I I I I I I I PLUMBING VENT I I I I I I I RD PROVIDE CRICKET TO ALLOW PROPER I I I I I I i I I DRAINAGE REFER TO MECH 600 Cq SLOPE 2X MIN I I I I I I I PLUMBING VENT NO. REVISIONS DATE BY UNIT H VENT THRU ROOF �� SLOPE I RID RD RD UNIT HEATER VENT THRU ROOF RD RD UNIT H EA Off THRU ROOF Z PROJECT: a a 3158 UJ PRC VIDE CRICKET 8432 in N (n in 8432 BOWMANVILLE o I ,L.J I s I I I COMMUNITY PARK rn rn _7 INDOOR SOCCER FACILITY -�� A AND LACROSSE BOWL o 4115 I 2375 BASELINE ROAD PLUMBING VENT MUNICIPALITY OF CLARINGTON REFER TO ROOF DRAIN MECH ( RD. TV) DRAWING: gW ROOF PLAN N PLUMBING VENT 4115 I o LAPS RD ISSO IJ;n 13 ISL C-3 PL39 _ A ITE OZ 4145 AN LICENCE yr J _ _ R it BARRY-BRYAN DESIGN BY: DW COWROL ASSOCIATES ww DAM, (1991) LIMITED DRAWN BY: X COMP Architects DY !— Engineers CHECKED BY: INfDAI Landscape Architect W.W. 1 I I I 1 Project Managers DATE: 11 Stanley Court,Unit 1 MAR 2004 Whitby Ontario L1 N 8P9 SCALE: Tel: (905)666-5252 1:100 D1 Fax: (905)666-5256 � ROOF PLAN e-mail: bba @bba-archeng.com FILE: A203 1:1oo 7x 7y 8X � 9X 03144A203 PROJECT NO: DRAWING NO: 03144 A203 i / | � | CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE 10 WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. 3767 5 SEALED UNIT IN M01 DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED THERMALLY BROKEN AND SEALED BY THE CONSULTANT. CONIC TILT UP PANEL PREFINISHEE METAL FLASHING ALUMINUM FRAME 2673 PAINT FINISH TYPICAL 22 TOP OF STEEL 1550 P01& OF I .-I - 1 7��] 1 1 METAL INSULATED ......... ............ .. ...... I —]-- FOR SITE PLAN APPROVAL APRIL BBA IZA........ FINISHED GRADE IN C:0 % I C"4 GL-2 GL-2 Iv FIN FIDO FIN FLOOR J rO BARRIER FR — — — — — — — — — — — — — — I — — — — I — — — — — — — — I ZP :1SHED INES SIAMESE CONNECTION MErk INSULATED PANEL REMOVED MR CLARITY 4 SOUTH ELEVATION A301 1:1 oo METAL CAGE IF r4 LADDER WITH M01 M01 HOOP GALVANIZED FINISH + TOP OF STEEL 5 EQUL SIDES HIGH POINT MECH LOUVER WALL MOUNTED LIGHT r8432 TOP OF STEEL FIXTURE LOW POINT MECH LOUVER 104 CENTER LINE OF REVEAL CONC TILT UP PANEL PAINT FINISH TOP OF STEEL WALL MOL NTED FIXTURE G1r2 GL-2 FINISHED GRADE 04 40 DOOM ARCHITECTURAL Gt GL-2 O/H DOOR 15MM DEEP DEPRESSION IN r Ir TILT UP PANELS FIN FLOOR — — — — — — — — — — — — — — — — L— — — — — — — —— — — — — — — — — — — — — — — — �~ ELEVATION ALL MECH UNITS AND LOUVRES ������� 8 TO PREFINISHED PAINTED METAL �7 Claipgto 1:100`�~�~�~ � 25MM X 1 SIMM DEEP REVEALS CONC TILT UP PANEL PAINT FINISH 3336 3045 .............. ... .... ..... . r903"2�)l LIGHT FINISHED GRADE FIN FLOOR FIN FLOOR PROJECT: INDOOR SOCCER FACILITY AND LACROSSE BOWL NORTH ELEVATION 2375 BASELINE ROAD 1:100 MUNICIPALITY OF CLARINGTON Y-.*�6 /4 D M01 M01 IF G i DRAWING: -7 PREFINISHED METAL FLASHING— ELEVATIONS TOP OF STEEL HIGH POINT TOP OF 9EEL LOW POINT CONC TILT UP PANEL HIGH PARAPET CENTER LINE OF PAINT FINISH —MECH LOUVER ----WWNE OF CANOPY 1200MM X 12DOMM 2534 SHOWN WITH BASHED LINES Cw "6 MECH LOUVER REMOVED FOR CLARM co OF STEEL TOP LIGHT -WALL MOUNTED 1 72 FRIURE FIXTURE—,. 1111111111 --1 T_ —I TT 717 11 11 11 11 v BARRY- BRYAN DESIGN BY: DAV_ CI ASSOCIATES ww O/H DOOR DRAWN BY: %COMPLEE. FUTURE FUTURE FUTURE GL-2\ GL-2 (1991) LIMITED Go C4 FINISHED GRADE OPENING OPENING OPENIN Architects ECKED BY: GL-2 FIN FLOOR Engineers CH on FIN FLOOR LL I I Project Managers DATE: 11 Stanley Court,Unit 1 MAR 2004 Tel: (905)666-5252 1:100 D1 1270 VENT rKUINIbHLU MErAL CAP e-mail: bba@bba-archeng.com FILE: PROJECT NO: DRAWING NO: WEST ELEVATION 03144 A301 / � | / ` � | / � � | / � ! � � | � � � � � � � � / ` 11OD i CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE 9 9x COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. ] ril I I I 4 M03 Leading tmUray ( I ` F NO. ISSUES DATE BY ` 1 FOR TENDER AND BUILDING PERMIT APRIL 813A _12 — _TOP OF STEEL VARIES V ARIES 70P OF STEEL I 804 —2 TO— — — P OF STEEL 8432 M02 \ i ARENA I , I � TOP OF snn 4115 i I O/H DOOR 121 TOP OF srTn. 4115 I I I A701 N :JWE t 1 ARENA , I I I I \ t2i \ I \ °� FIN FLOOR 0,0 0.0 FIN FLOOR L _NL — — — L - - F \R J, FIN FLOOR O.0 \ ) I I I I I I I I SECTION s SECTION 3 SECTION A20 111 1:100 �� 1:100 �01 1:100 5 4 M02 \ A B C D E Moe IF G IF 9032 TOP OF STEEL HIGH POINT I — — — — TOP Pao STEEL 8432 — — — — — — TOP OF STEEL 8432 I N I I � I I REFER TO MECH I 3 2 7 Mo3 / Moa i I I A5o2 � g I #4 RED ( 1 ( 1 I I ARENA I I I _ TOP OF STEEL 4115 L I _ — TOP OF STEEL 4115 t21 8 I 4015 ARENA VEST O II" III " I I n I t21 I I 0 i 122 ' I I I I MENS o y W/C� t N FLOOR I O/H O ==:]=L4 ro-O I FIN FLOOR t m I I I I I I I I I FIN FLOOR D,0 _ = = = _ _ _ _ _ —= _ - - - - - - - - I I I I I II I NO. I REVISIONS DATE BY 5 SECTION 2 SECTION A20� 1:100 A201 1:100 1 2 3 4 5 6 7 8 9 9x 9 9x PROJECT: BOWMANVILLE COMMUNITY PARK I I INDOOR SOCCER FACILITY AND LACROSSE BOWL 3 2375 BASELINE ROAD I I MUNICIPALITY OF CLARINGTON DRAWING: _ TOP OF STEEL.. 9032 —� CROSS SECTIONS ,— — _ I TOP OF 3iEa 9032 REFER TO MECH I i I I \oAsso AR ITE z TOPS 4115 — TOP 01( STEEL 4115 NNI A 1, CENCE 3 FHC SURFACE MOUNTED ARENA ARENA I I , I \ CORRIDOR j BARRY- BRYAN DESIGN BY: L. PROTEC'M SPORTS PADDING 121 I CORRIDOR 0 I 0 I ASSOCIATES WW DATE 118 1 114 (1991) LIMITED DRAWN BY: %coMP,m. — — — — — — — — — — — — — — — — W.W. I / CHECKED FlN FLOOR 0.0 c I Architects -r FlN FLOOR 0,0 Engineers CHEC I� - - - -_ - - - _ _ = Landscape Architect W.W, - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - � = = = = I -380 - - - - _ P - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - Project Managers I I I I DATE: 11 Stanley Court,Unit 1 FEB-4 lI I I Whitby Ontario L1 SP9 SCALE: ) Tel: (905)666-5252 1:100 D1 Fax: (905)666-5256 e-mail: bba @bbaarcheng.com FILE: SECTION PROJECT NO: DRAWING NO: 4 � SECTION ---- --ADO, 1:100 /42O 1:100 03144 A i CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED I Rl UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE A F Q Q WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. v ,7 DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. II II II II II II I II II I = _ TOP OF STL 4115 Leading the ti'fTa ° 2 - NO. ISSUES DATE BY 1 FOR TENDER AND BUILDING PERMIT APRIL BBA d° 8/04 11 I I 6 350 I 8 5 1 I A501 A501 I = 77 225 / \ I / TOP OF STEEL 9032 II II II II II II II II II II II II 9032 TOP OF STEEL I I — — — — AT HIGH POINT AT HIGH POINT Tfo 01 MAIN OFFICE \ I CT 011 Vmw I I I I I I I I I I I I I I I I I I i I I 11 I I I I I I I I I I I I I I I I I I I I I I i I .d' I II II I II II II II II I II II 11 I g —�° e I 5 TOP OF STL VARIES 109 \ / / — — — TOP OF STEEL 8432 . d / a LOW POINT IL °Q 25 1 LJ ..�'r I I INSULATED METAL PANEL a .ea� •° I I � � CSC \ °d° \ A501 / \ d °< O. .S.J / : FIN FLOOR 0.0 — — ' . I TYPICAL BOTTOM CHORD I , I — I , ( — –380 CONNECTION AT TIE JOIST I I I I BACKUP I I DOUBLE GLAZER SEALANT do \ / IALUM WINDOW Q ° •d 8 DOUBLE GLAZED N N N `r THERMALLY BROKEN ALUM. A501 WINDOW s 1 \ e ° • A501 I I CONCRETE TILT UP • WALL PANELS PAINT I I ' 2 WALL SECTION FINISH WATER CUT OFF MASTIC \ // 6 �4O 1:20 TERMINATION BAR d ° TAPERED INSULATION TAPERED INSULATION / .Te 9X 3 N / R1 275 A501 R1 / 4.: II II I II II II II J _ — p °.• 1 II II II II it II II I II 11 I II II II II II = o I — OF STEEL 4015 I TOP OF SYL 4015 ° •'d= I TOP OF STL 4115 4 CARRY STUD FRAMING TO 0/� a C__ OF O.W.S.J LO ° d STEEL ANGLE BRACING = 12ODMM O/C 75X75X6 \ = I e STEEL ANGLE 75X75X6 a d - e NO. REVISIONS DATE BY 17-fl TILT UP CONCRETE I . . ° WALL PANELS TYPICAL REVEAL PAINTED FINISHED CEILING FINISHED CEILING ° _ a SUSPENDED °. .° 13MM GYPSUM BOARD ° ARENA 22 FURRING 38 CARRYING CHANNELS 121 DRIP g d �O EXTRUDED ALUM z I ARENA I CORRIDOR CHANGE RM 5.� PROJECT: GWG IN HOLLDW METAL. FRAMES 121 118 117 - WINDOWS = BOWMANVILLE PAINT FINISH = 6 = COMMUNITY PARK A701 PIPE RAILING -,N\ 9 - d INDOOR SOCCER FACILITY 15MM BEVEL EDGES N AND LACROSSE BOWL AROUND ALL SIDES OF _ e - / \ WINDOW OININGS 2375 BASELINE ROAD a: ARENA I ARENA VEST I ( a MUNICIPALITY OF CLARINGTON I I = DRAWING: I I I J�D ° = WALL SECTIONS I I ° CONCRETE SLAB = _ tr. 0.0 FIN FLOOR — E OF PLAYING FIELD I FIN FLOOR 0.0 ARTIFICIAL TURF FIN FLOOR 0.0 — _ _ — FIN FLOOR ° (COLOURED BAND) ON GRANULAR FILL SLAB ON GRAD FIN GRADE m NO (Y►SS+D�I CONCRETE„e — –380 0 I. I JJ ll_l1 —�1_ OAR 1.u1 l LLI 11,L�11ll�1�,.4 Y� ;; T Z 'tir:..}%:'w_...�•:_i.fr"it1:i�Srat�.- - - - - - - - - - - - - - - - - - - - - - - ::.r.!.. n�`yi ...� ::..'fie”[?•. L j( _ .::rs'•::.t.i °:u.. d d cU YA \ e. d a.: 3872 � 'o LICENCE ——— —— — 50MM X 600MM RIGID +» =_ 50MM X 600MM RIGID ° = INSULATION S N INSULATION ON ALL = UNDER SLAB PERIMETER EXTERIOR AT 1S BARRY•BRYAN DESIGN BY: OA COAL EXTERIOR WALLS WITH WITH INSULATION ASSOCIATES VVW ° UNINSULATED TILT UP °a d IN TILT UP CONIC z COMPLETE: PANELS a (1991) LIMITED DRAWN BY: 4 PANELS Architects DY IML RIGID Engineers CHECKED BY: NITYL: Q, ° INSULAION TO 600MM BELOW Landscape Architect W.W. GRADE Project Managers DATE: 0 11 Stanley Court,Unit 1 MAR 2004 • 4• • • Whitby Ontario L1 N 8P9 SCALE: • d 4• • ° ° Tel: (905)666-5252 1:20 D1 Fax: (905)666-5256 e-mail:bba @bba-archeng.com FILE: 03144A402 I PROJECT NO: DRAWING NO: 5 WALL SECTION rT WALL SECTION 3 WALL SECTION 1 WALL SECTION 03144 A402 A401 1:20 A401 1:20 A401 1:20 A401 1:20 i CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED �y 1 UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE 9 ROOF TYPE Rl WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. 7 A902 °y• GRAVEL BALLAST �j EPDM wi = S 13 FIBRE BOARD —————— —— ———- --- _ _TOP OF STL 4115 I VAPOUR ���ON SHEATHING METAL GRADE METAL DECK I - Leading the !l Lay NOTE I I I I 14 = 9 I SEE ROOF PLAN FOR DGENT OF NO. ISSUES DATE BY A501 ° _ AS01 TAPERED INSULATION - I FOR TENDER AND BUILDING PERMIT 8/04 BBA r I li I I I ° I I ° ' FINISHED CEILM( 1 -,,,,I„ „, „„„„, . _ 25 R1 225 I I I I R1 TOP of STEEL 9032 I I I I I so32 TOP of STEEL — — AT HIGH POINT I I I AT HIGH POINT DSC MEETING RM PREFINISHED METAL I VARIES TOP OF STEEL < CLADDING II I II Ii II II iI I = — �— — — — — TOP OF VARIES 110 TYPE 1 e' G vmIZED STEEL / o I CLOSURE PLATE :.a 1 I ° N I 1 . ' A. I GALVANIZED STEEL ACCESS I d : i! o LADDER C/W SAM I 1 I Hoop I I a° I e ° ° o I FIN FLOOR 0.0 u� O O I °d a o A. A. I ► WALL SECTION A401 1:20 ° I I eee:. I 10 1 1 o R1 I R1 A501 G H / \ y I ( J = I 3 4 R1 I - I a '� = A501 °�3 I TOP of sn I 4115 a TOP OF STL 4115 i— ——— — TOP OF STEEL 4115 I ° AT HIGH POINT LOPYY OF.m Pon�r = / R1 \ / 240 \ d ° 3 \\ / 4015 °� ' ATER CUT OFF MASTIC R 1 207 A801 _ — ____ / I = T�IIINATION BAR _44 —— ——— —— e _TOP OF STL CAST INTO C9X15 d I °° I TILT UP PANEL ii Ii iI li ii II ii i � I II II II I II II _ _ TOP OF STL 3340 RECESSED POT LIGHT NO. REVISIONS DATE BY REFINISHED METAL CLADDING j — TYPE 1 ON GALVANIZED Z GIRTS .d MECH DUCT SU ISHED CEILING I I I 1 SU666666PPPPPPENDED 13MM GB FINISHED CEILING 221 METAL FURRING I I 1 381 CARRYING CHANNELS \ / SfL COLUMN BEYOND (ALL COLUMNS AND PLATES TO BE INSULATED SECTIONAL O.H. \ HOT DIPPED GALVANIZED) DOOR AND TRACK C/W \ / I 2 WEATHER STRIPPING C9X15 LOBBY — / VESTIBULE VESTIBULE A502 ARENA PROJECT: I TILT UP PANEL 102 101 101 r I 121 ALUMN CORNER BEYOND BOWMANVILLE COMMUNITY PARK SECTIONAL O.H. DOOR AND M INDOOR SOCCER FACILITY TRACK N N I AND LACROSSE BOWL 2375 BASELINE ROAD MUNICIPALITY OF CLARINGTON ARENA STORAGE 121 I 119 1 A�o2 DRAWING: / I WALL SECTIONS I I 3 38MM NON SHRINK GROUT AI�01 1FIN FLOOR 0.0 FIN FLOOR 0.0 I I I FlN FLOOR 0.0 0.0 FIN FLOOR EDGE OF PLAYING FIELD /� � (COLOURED BAND) ��:`_ . . I ` k _y d —380 \ / r-380'� 1111)11 n�1�J1111-. LL 11J J 1�11J;:. ,l r ♦ _ / — — — — — — -� ILU,I;LQW, I I ll.l I Lu liu I.W Llll llll HI ILL ICJ liu uil lllI_I.W liH L1111llI LL liu liu Llll L II L.l I _ _ ITE �Z o � a a _ �� RAN LICENCE BARRY- BRYAN DESIGN BY: Doc CONTIKIL e . ASSOCIATES ww ° (1991) LIMITED DRAWN BY: z CDAIPLF•rc. ° DY a e Architects • Engineers CHECKED BY: IMA: a I Landscape Architect W.W. Project Managers DATE: a a* I Whitby nOntario L1 N 8P9 MAR 2004 a d Tel: (905)666-5252 SCALE: 1:20 D1 Fax: (905)666-5256 email: bba @bba-archeng.com FILE: 03144A403 PROJECT NO: DRAWING NO: 4 WALL SECTION r_3'� W ALL SECTION r-2"IIIIIIIIIii, W ALL SECTION 1 WALL SECTION 03144 A403 �10 1:20 A401 1:20 A401 1:20 A401 1:20 i i' CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE PREFINISHED METAL CAP WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. R1 ( ----- OVER EPDM ON 240 DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED � CONT. PT. WD. AND SEALED BY THE CONSULTANT. BLOCKING AS SHOWN SLOPE 2% MIN. R2 a == 3740 TOP OF PARAPET 0 o0 I II II II II L�i a a == 4 T 0 STEEL +4115 - - --- CONT. 65x65x6 Q I I I I I Leading the Way TOP AND BOTFOM -- 6 AS SHOWN a _ A501 3740 TOP OF STL NO. ISSUES DATE BY -- APRIL FOR TENDER AND BUILDING PERMIT B 04 BRA I == I PREFINISHED METAL FLASHING ON 20 EXT. GRADE PLYWD a __ 65x65x6 GALV. STEEL. 4 == R1 2x 0 DRAIN MIN. ANGLE SUPPORT AT 900 O.C. I I 75x75x6 BRACING AS REQUIRED I a. __ ° I li iI ii it 11 it Iii it 11 ii ii Ii II ii II Ili it li li ii � i ii iI T 0 3437 U/S OF CANOPY -------------- -------------------------------------------- L I 4 -__- 9 PROVIDE DRIP PREFINISHED METAL CLADDING -- a TYPE 1 ON GALV. Z-BAR SUPPORT -- I AS READ. SECTION 4 SECTION TYP FASCIA AT CANOPY A403 1:10 A403 1:5 ° 9X LOBBY VESTIBULE 275 75)(75X6 102 NI ED CEILING 101 Q FINISHED CEILING I STEEL ANGLE BRACING PREFINISHED METAL FLASHING 0 1200MM 0/C MIN. FINISHED CEILING Q WATER CUT OFF MASTIC ______ �2 SECTION DETAIL rio SECTION DETAIL A403 1:10 A403 1:10 TERMINATION BAR I a = RREFER STRUCTURE Q : .. ! - NOTCH Z GIRT I EPDM 4 = ° 4115 Q I PREFINISHED FLAMING OVER ° _ TOP OF STL OVER LEG OF ANGLE I � I Q I R1 _ :•y I Q a I TAPERED INSULATION QL� I 2�% TOO DRAIN MIN. - , `. •r QQ I 00 "✓ 00 p CONT L ANGLE ., r •Y.. ' S• •'t. A•• I ----- ------ ------ Q Q L_ ----- - — --- — - ,f • I l i l I I I I I I I I I 1 Q I ► I II II ► I ► I II II II ► i II ► ► w2 SEALANT AND BACKUP SEAL AT MEMBRANE WINDOW FRAMING I I o Q �L I I- I I I I- »;� I a cwwcE - a I I I I I I I .•y »t CONT � Q 117 STEEL ANGLE t I a - 4 d. 75X75)(6 ': : ; 1 4015 T/0 STEEL ..4 I � Q _ AVB LAPPED ONTO CONCRETE AND SEALED :. ___ a a 3 SECTION TYP PARAPET AT LOW ROOF — — Q A403 1:10 PREFINISHED METAL CLADDING TYPE 1 Q ON GALV Z-BAR 75 SEMI RIGID INSULATION AVB 13 OCT GRADE SHEATHING Q Q Q Q GALV Z BAR Q PREFINISHED Q METAL J TRIM Q COL BEYOND Q �4 SECTION AT WINDOW HEAD AND SOFFIT rg"*\ S ECTION AT SOFFIT 6 TYP LOW ROOF TO HIGH ROOF CONNECTION A403 1:5 A403 1:5 A403 1:5 NO. REVISIONS DATE BY 1 1 1 .......... - - TOP OF STL 3440 i A PREFINISHED METAL IF CAP C/W DRIP EDGES LAP EPDM UP PARAPET PROJECT: ANND OVER WD BLOCKING 2 SECTION TYP HEAD lo 200 AS SHOWN 225 STEEL ANGLE BRACING P.T. WD BLOCKING A403 1:10 BOWM a NVIi LE 0 1200MM O/C COMMUNITY PARK 75)(75X6 PREFlNISHED METAL FLASHING OVER EPDM 2% SLOPE TYP. 9 — c�NT ROOF MEMBRANE _--_ � PREFINISHED METAL INDOOR SOCCER FACILITY FLASHING INSTALL AND LACROSSE BOWL STEEL ANGLE --- --- --- - r---- - - -, UNDER PRESSURE 75)(75X6 I 1 1 I TO ALLOW 100MM MOVEMENT — N I I T Loop EPDM — 2375 BASELINE ROAD 38x89 MIN SUPPORT 1 1 CLEARANCE 2730 I 1 MOVEMENT 100MM MUNICIPALITY OF CLARINGTON 1 C MIN 100MM TOP OF PARAPET VARIES o I OVERLAP (TYP) a ---- - ---- DRAWING: IN I i 114 114 2 I 0 0� O III ^ MIN MIN Am � 0°0 0 _-J I I R1 � I SECTION DETAILS 4 1 4 4 O I � a / PLAM COUNTERTOP AND EDGES I ��______ - 0 0 I I I I I I I I I I I I I I I I a I LOBBY i co�ICESSION i 102 i 103 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NO_ ' � I I RECESSED TRACK O 0%0 O ITE Z p COUNTERTOP 9032 r8432 O +. DENN R I O LICENCE RUN FLEX MEMBRANE '' . . • ,rr,Ir4rr ���2aC,``',` TO EUMINATETE ABRASION !S jTi13 FLEx MEMBRANE IN�LAP BARRY• BRYAN DESIGN BY: � � I LAP OVER AS Q (>�) ASSOCIATES WE ww I SHOWN AND SEAL TOP OF STEEL VARIES I I �� ARENA 4 LOOP FLEX MEMBRANE (� Architects }ts I M ITED DRAWN BY: coMP DY 121 Q 100MM Engineers CHECKED BY: Irlmu ` I D 20 G.1.S PLYWD 4 Landscape Architect W.W. PAINT OUT GREY W1 4 Project Managers DATE: 11 Stanley Court,Unit 1 MAR 2004 \ / D 4 125 4 225 Q Q o Whitby Ontario L12N 8P9 SCALE: FILL W1 BA'T'T VOID WITH ULA71ON W1 ARM 4 Fax: (905)666-5256 FILE: cI Q a 121 Q . 4 Q e-mail:bba @bba-mcheng.com FILE: a 03144A403 PROJECT NO: DRAWING NO: �3 SECTION DETAIL SLIDING GRILLE �� SECTION PARAPET HIGH PT s SECTION PARAPET LOW PT 5 PARAPET AT EXPANSION CONNECTION HIGH PT TYP SECTION THRU SPANDREL PANEL 44 3 1:10 A403 1:10 A403 1:10 A403 1:10 A403 1:10 03144 A501 I CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE PREFINISHED METAL PREFINISHED METAL CAP WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. 4 FLASHING OVER ROOF CAP Gx C/W DRIP EDGES OVER DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED SHEET 20 EXT GRADE ROOFING CAP SHEET AND SEALED BY THE CONSULTANT. ° PLYWOOD SHEATHING 207 20 EXT GRADE PLYWOOD ° 100 WIND BEARING SHEATHING STUDS 0300 2% SLOPE 4 — 4 I Leading the RTa D NO, ISSUES DATE BY 4 I— APRIL 4 I 1 FOR TENDER AND BUILDING PERMIT 8/04 BBA I- 22 I • 4 - I . I I GALV U CHANNEL FOR FASTENING METAL CLADDING lJ 4 - ° 4 NT DRIP Od N OFFICE ' 1 � O � OVER ROOFING MN U,S CONC 2400 0 109 NE OF REVEAL BEYOND I I LAP AVB FROM ROOF DOWN OVER AVB AT WALL 59 SEALANT I — 59 I � I 13 GYPSUM BOARD 22 FURRING CHANNEL \._�-PRDVIDE HEAD ANCHOR LINE OF WINDOW FRAME AS REQUIRED 6MM IHICN _ PLATE I- I o I II_ WINDOW SILL I s HEAD AT TILT UP PANELS I �- 5387 A502 1:10 TOP OF SIL a ° Q 4 C�l I — — STEEL BEAM PRECAST CONC I — 4 TILT UP PANEL a 4 _ 4787 I MAIN OFFICE — Q 4 — — ° N ° ° 3 PARAPET AT VESTIBULE A502 1:10 4 Gx D LINE OF PLAM SILL 4 v COW SAWCUi DRIP CLADDING PREFINISHED METAL WALL CLADDING AT WINDOW OPENING ( I ON GALV Z BAR Q SUPPORT 75 SEMI RIGID INSULATION 13 EXT Xi GRADE GYPSUM SHEATHI 1 EA WINDOW HEAD I STRUCT FRAMING STUDS :2 2387 ( — � I I rl 80 115 59 r I— 13 GYPSUM BOARD METAL STUDS- I 25 r I I ' NO. REVISIONS DATE BY I _ _WINDOW OPENING 2730 s SECTION DETAIL 5 SECTION DETAIL PREFINISHED METAL A501 1:10 A502 1:10 VESTIBULE CLOSURE C/W DRIP 101 ALUM CORNER BEYOND FINISHED CEILING SEA LAW PROJECT: °REFINISHED ALUM WINDOW MAIN OFFICE I PREFINISHED 2 SECTION HEAD AT VESTIBULE BOWMANVILLE I COMMUNITY PARK 109 INSULATED �02 1:10 FINISHED CEILING Pi EL INDOOR SOCCER FACILITY I 6MM THICK STEEL Gx AND LACROSSE BOWL PLATE FOR I SILL SUPPORT VESTIBULE E BEYOND 2375 BASELINE ROAD easE ( MUNICIPALITY OF CLARINGTON PREFINISHED METAL 115 75 ALUM THRESHOLD FLASHING CMWR J.. DRAWING: 118 ( OST SLAB SEE STRUCi C3 SECTION DETAILS Ln i M r IBC! .:'. .. •"J• sso 4 0 `c FUTURE DISPLAY CASE :. "9�- 4 AR ° ITE Z ^ ° 4 V — ° A I% LlrENCE / I zn BARRY- BRYAN DESIGN BY: Doc co�ob ASSOCIATES ° � ° / / (1991) LIMITED DRAWN BY: x COMPLOE, Architects DY Engineers CHECKED BY: 4 // / / I Landscape � eeTE Q Project Managers DA / / // ! I a 11 Stanley Court,Unit 1 MAR 2004 Whitby Ontario L1 N BP9 SCALE: 4 Tel: (905)666-5252 1:10 Di Fax: (905)666-5256 / e-rrdl: bba @bba-archeng.com FILE: 03144A601 PROJECT NO: DRAWING NO: SECTION DETAIL 4 SECTION SILL AT TILT UP PANELS SECTION THRESHOLD AT VESTIBULE 1\1:10 a502 1:10 as0, 1:10 03144 A50 2 I CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE l COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED ROVIDE CHASE PANEL REVEAL. UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE . Q PROVIDE JAMB ANCHOR IN BLOCK FOR FlREUNE 1 SEE ELEVATIONS 9 gx WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN, i DRAWINGS ARE NOT TO BE USED Q ASS REQUIRED 6MM THICK A AND SEALED BY THE CONSULTANT. CONSTRUCTION UNTIL SIGNED Q PLATE FACE PRL}INISHED ALUM WINDOW 225 125 1 FIRE HOSE CABINET 1200 W 1 275 PREMOULDED Q 150 P8 950 CORRIDOR P2 15 W1 W2 W2 JOINT FILLER SEALANT.9 100. 118 1 BACKUP 01 PREFlNISHED ALUM SILL c ° d ° d d ° . ° ° Q Q a N °. ° ° ° ° d a°° Leadi ng the Way ° d ° ° ° d e ° NO. ISSUES DATE BY CONCESSION e ° a I I I III I I I 1 1 1 III 1 1 I I I I I I I I I I I I 1 I I I u II Ill I I II II n II 11 11 11 I 11 11 11 11 a II 11 „ II II III I 11 III III Q I I I u 1 I I I II I I I I I I I Q I I I V I I I I° I I I I I I I I I i 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 I I I I a I :I I I 1 FOR TENDER AND BUILDING PERMIT APRIL BBA Zi N 4 ECESSED °°. I ° d I I FIRE HOSE CABINET d A ° ° - ° A NE OF BLOCK ARENA -- I� I I I I I OVER CABINET 121 FIRE LINE d == °a d. I PROTECTIVE SPORTS 125 `225 25 °• -- •I'' Q PADDING io PLYWOOD ARENA ° d STORAGE ELEC RM -- a 92 METAL STUDS 121 I ° 119 120 a =_ ° W LINE OF PADDING Q NE OF UPPER CABINETS ° BELOW CABINET W,1 4 Q 780 200 d ,5 ,3 50 r1_6 PLAN AT FHC LOBBY 102 12 PLAN AT GRID A/1 LINE OF CONC ° ° -- A201 1:10 A20� 1:10 ° ° ° 1s PLAN TYP WINDOW JAMB AT STOREFRONT GLAZING 8 PLAN AT GRID A/9 4 PLAN AT GRID A/9x A201 1:10 Q �01 1:10 �01 1:10 Q CONT SEALANT 125 , CONT SEALANT PANEL REVEAL INSULATED 4 7x SEE ELEVATIONS HOLLOW METAL DOOR 4 AND FRAME 9x FILL JAMB PROVIDE JAMB ANCHOR " 4. Q � PANNE LT UP WITH CONCRETE PLATES AS REQUIRED 102 BY WINDOW INSTALLER 17 SIM CAULK AND SEAL 6MM THICK Q PZ I A�1 Q Q LINE OF BLOCK OVER RE LINE Q BOTTLE FILL STATION ° ° -- Q 100 OFFICE CONCESSION 19 P3 RECESSED BOTTLE FILL STA71ON ECESSED I -- 103 Q Q Q I I FIRE HOSE CABINET Q PAD SEND NIT IN 10� D I I CORRIDOR a SEALED UNIT IN =_ Q THERMALLY BROKEN — — Q ALUMINUM FRAME - / \ SEALANT AND BACKUP 118 _ W2 I I I I PLAM SILL 150 457 150 950 150 _ Q ° -- Q � ° d e I 25 -- 11 11 11 11 11 11 11 11 a 11 ,I II I1 a II II 11 11 II Q ° _- L ° Q 12 VEST a d =_ p — ° __ Q co CONCRETE PIER BELOW 101 Q Q Q zz \ 1 / SR COLUMN I SINGLE GLAZED o �f z:: --— 4 INTERIOR SCREEN °O Q 13 50 ►� __ CD 13MM GYPSUM BOAR z:: ° Q 64MM METAL. STUDS BOXED ° Q PROVIDE FLEX�i OVER AND SEAL MBYD Q Q =_ — — — — I CHANGE RM �/ STEEL JAMB �� "OTCH BLOCK WORK ° d WZ CONT SEALANT 61181 THICK Q BENCH P3 TO SUIT FlREUNE a =_ li 17 PLAN TYPICAL WINDOW JAMB 15 PLAN AT GRID 7x AND G 11 PLAN JAMBS AT VESTIBULE � PLAN REVEAL TYP. 3 PLAN WATER BOTTLE FILL STATION AND FHC j Aso 1:10 A201 1:10 Ago 1 1:2 A201 1:10 A201 1:10 75 11 40 UNE OF FOUNDATION 13 GYPSUM BOARD I 9x ,\ 22 FURRING CHANNEL 110 I PRPRUVII.SHM ALUM SILL LINE OF PLAM SILL SEALANT AND BACKUP I / I { VEST PROVIDE JAMB ANCHOR TILT WALL DSC MEETING RM I { � AS REQUIRED 6MM TFgCK PAINT FINISH __ � / \ / I CONT sEALANT 101 e =_ 110 i I PREF,NISHED ALUMINUM PRl}INISHED ALUM WINDOW I := LINE OF FOUNDATION / { I I _ CLOSURE BELOW I �9� -- W2 / / I CONT SEALANT Q I °° z::: e REF RM # 2 \\ __ // I 18 45,0& I I LINE OF TILT-UP PANEL $ 113 ,4sot / I Q P6 == a W2 loo t7 A601 NO. REVISIONS DATE BY Q Q TILT WALL. '— SEALANT AND BACKUP / / I I II CONCRETE PIER BELOW I I Q Q PAINT FINISH ° :: { STEEL COLUMN ° . _ _ 11 11 11 11 III 1 BASE PLATE d ° ° ° d I . 1 a e a• ° 11111111111 - - - CENTER LINE OF / — — _ TILT-UP PANEL — —"" i I I t i I i i I PROJECT: \�- - - / � - - - I I I I I N 25 CHAMPHLR TILT-UP PANEL — — — — _ _ DSC MEETING RM 1 BOWMANVILLE COMMUNITY PARK L INDOOR SOCCER FACILITY go 14 PLAN AT GRID Gx AND 10 75 SEMI RIGID INSULATION 1 LAP FLD( MEMBRANE ° 2 PLAN CORNER AT RM 110 AND 113 AND LACROSSE BOWL A201 1:10 OVER BED IN — AZ01 1:10 2375 BASELINE ROAD 3MM PREFINISHED ALUMINUM RIDOBL.E MEMBRANE MUNICIPALITY OF CLARINGTON ` 1 1 UNDERSIDE OF CONC PANEL FORMED PANEL R) ON GALV SHEET METAL LINE OF CONC i 1 1 / I 1 PROVIDE GALV SHEET SR PREINISHED ALUM SILL 1;0 610 PLA N COLUMN AT VESTIBULE 15 13 50 DRAWING: \ 11 �01 1:2 38MM RIGID INSULATION • JOINT ADHERE P3 PLAN DETAILS 600 TO VAPOUR RETARDER CONTINUOUS PREFINISHm CORRIDOR s PLAN TYP JAMB WITH DRYWALL I NT MIN �01 1:2 LAP VAPOUR RETARDER / DSC MEETING RM I I �1 CORRUGATED METAL 118 OVER D(PANSION JOINT 110 I LINE OF TILT-UP PANEL P2 N P9 P5 MAIN OFFICE N P5 s.)s' 117 P ssC^ OPENING LINE OF BULKHEAD ABOVE o� IT � \ i II A501 ^ n II It 11 II a II II 11 n 11 a 11 It I 11 1 11 II 11 11 11 n 11 11 II 11 a 11 II 11 ILL 915 I I PLAM GABLE 1200 O/C lo PLAM COUNTERTOP °. - LICENCE ,� ° I 1 11 u n II 11 11 11 It II 11 n u II 11 I1 II II a __ __ \ I 1 MINIMUM srAaaNG ° a _ P8 ASSOCIATES � 300 �oPa� �� e . a a. ° d ° BARRY BRYAN DESIGN BY: ��►�►- ° a ww ° (1991) LIMITED DRAWN BY: PI I I GALVANIZED � 187 PLUS 89MM PER POST OR � -- I STEEL COLUMN ( ROUGHLY 50MM PER •o� -- - Architects DY 11 11 11 11 11 , _ 1 I - ---� _ -- �_1-- — -- ______ o i 300MM OF OPENING W3 = ° Engineers CHECKED BY: INRIAL• _______-- , ° : ° Landscape Architect DLB --- --- ____-- - \ ` / I/ ; g I SEALANT do == 475 Project Managers DATE: CENTER LINE OF --- — I uQi P5 I BACKUP =- ° 11 Stanley Court,Unit 1 MAR 2004 TILT-UP PANEL -- -----� 1 = PB Whitby Ontario L1 N SP9 SCALE: 1 ° _ Tel: (905)666-5252 1:10 DI ' VEST YIfOMENS WRM � DX MEETING RM Fax: (905)666-5256 106 105 W2 =_ ° 6• 110 e-mail: bba @bba-=heng.com FILE: ° 03144A601 . I PROJECT NO: DRAWING NO: 13 REFLECTED CEILING PLAN AT GRID Gx AND 10 9 PLAN DISPLAY AREA 5 PLAN SLIDING GRILLE PLAN CORNER AT RM110 AND 117 A2o2 1:10 A2o1 �12 1:10 A201 1:10 03144 /4601 i CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. i I NT. 380 STEEL. PIPE 51 38 HANDRAIL CAP ENDS (SEE DETAILS FOR LENGTH) PAINT FINISH Leading the Way I 100 STEEL BRACKETS 0 NO. ISSUES DATE BY I 120D C/C MAX. PAINT FINISH A APRIL 1 FOR TENDER AND BUILDING PERMIT 804 BBA STEEL COVER PLATE BOLTED HOGL PAINTED / /j/� TO WALL METAL SCREEN 111A ARTIFICIAL PAINT FINISH 11 ARTIFICIAL TURF SECTION HANDRAIL AT CORRIDOR 118 A201 1:5 S I r PRECAST CONC TILT UP PANEL FM 0 T01 0 STEEL PLATE PROVIDE TRANSITION STRIP °CONIC m 38MMX 89MM X 356MM Q FHC SURFACE MOUNTED F3BO] SLEEPERS AT 400 0/C IOOMM X 38MM CONT LINE OF CONIC SLAB BROOM FINISHED CONC MAPLE CAP BULLNOSE 25 RADIUS PROTECTIVE SPORTS PADDING ALUMINUM SUPPORT WITH THERMOPLASTIC SPECTATOR BENCH RUBBER INSERT g X 38MM X100 LAMINATED MAPLE EXPOSED FASTENERS VCi CONT CONT 9 ° 4 WD BLOCKING BELOBELOW A701 600 <4 CT Q x e- n 92 ARTIFICIAL TURF I — I — — — ° °QO T_ T_ Q CERAMIC TILE _�0 38 0 PAINTED ° STEEL PIPE RAILING 50 g TYP. • ° c - - - - - - - - ao cc 4 M CT CONIC 1OOMM X 38 MAPLE SLATS ° ° �I. Q °p ° 10 FHC DETAIL A701 1:10 LINE OF CERAMIC TILE AND TILT-UP CONCRETE PAN 46 ALUMINUM TRANSITION STRIP CONCRETE TILT U NT P WALL PANELS PAW FINISH 1 50 35 TILT-UP CONCRETE PANELS NO EXPOSED FASTENERS 20MM X 25MM WD� s PLAN AT SPECTATOR BENCH 3 PLAN AT SPECTATOR BENCH ARENA VEST A201 1:10 A701 1:10 SLEEPERS 2DMMX 89MM X 356MM AT 600 O/C 122 \,\, 438 LAMINATED 100MM X 38 MAPLE SLATS 100MM X 38M 100 MM 100 100 L. 100 MAPLE CAP BULLNOSE 25 RADIUS 0.0 FIN FLOOR — — g a s 6 5 8 PAINTED CONC FINISH 100 ARTIFICIAL TURF 25 I I I - HELD TURF CURBING � NO. REVISIONS DATE BY Iltllllllli -3 Q Q N STEEL E HANDRAIL Q \ / I,—o ., 150mm GRANULAR A 0 98% SID. PROCTOR DENSITY OVER 200mm GRANULAR B 0 98% STD. PROCTOR DENSITY �, v OVER ENGINEERED FILL- USE LASER GUIDED GRADING DEVICE TO ENSURE PLANARITY / a SPE ATOR BENCH WOOD SPE ATOR BENCH o i W Ln s SECTION AT SPECTATOR BENCH R o.o r � � A701 1:10 — _ _ _ _ _ _ _ _ _ _ _ _ _ _ — PROJECT: - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -380 PAINTED CONIC FINISH I BOWMANVI LLE COMMUNITY PARK INDOOR SOCCER FACILITY 5 ELEVATION AT VEST 122 t2NN ELEVATION AT VEST 123 AND LACROSSE BOWL ERTO P��SCUTD CONC A201 1:50 A201 1:50 2375 BASELINE ROAD MUNICIPALITY OF CLARINGTON CON'f. 3BO STEEL PIPE HANDRAIL 5 6 8 DRAWING: ARENA ARENA MISC DETAILS I 121 5 I 121 I 5 A701 A701 ALUMINUM SUPPORT WITH STEEL PIPE HANDRAIL MD 3 I 1972 RUBBER INSERT CERAMIC TILE F A701 � O �+►SSp / 3260 ALUMINUM TRANSMON STRIP :: 100 X 100 STEEL PLATE a EQ EQ EQ — O SECURED TO CONIC SPECT R BENCH SPECTATOR BENCH AR ITE Z °n ALUMINUM SUPPORT WITH ° + NIs B A THERMOPLASTIC ----------------- --------------------- --------- ----------------- ,1•:l --- ---- , LIC ICE, RUBBER INSERT � DN 3 PAINTED CONC — — — — - - - - - - - „ bCx4- ,. - J- - - - - - - - BARRY- BRYAN DESIGN BY: Doc cbrtrr:oL BROOM FINISHED CONC I 0.0 AR N vCS / I 0,0 I ASSOCIATES � 122 AREI�IA SC-5 (1991) LIMITED DRAWN BY: x COMPLETE FINISHED FLOOR 123 Architects DY 121A 121 B Engineers CHECKED BY: IwrIu: ARTIFICIAL TURF O Landscape Architect DLB ° SC-4 GLAZED \\\--GLAZED Project Managers DATE: PAINTED PAINTED 11 Stanley Court,Unit 1 MAR 2004 HOLLOW 1200 HOLLOW Whitby Ontario L1N SP9 1200 '8 METAL SCREEN t-i. I l t..0 lei. -380 METAL SCREEN SCALE: -- CORRIDOR CORRIDOR Tel: (905)666-5252 1:50 D, _ ':,.:'::: p:Q:..,:F.•fJ,;,:;, Fax: (905)666-5256 Z03144A701 ILE: cc 0 11$ email: bba @bba-archeng.com �� �o �j 118 ''bb PROJECT NO: DRAWING NO: s SECTION AT STEP TYP. 4 PLAN AT VEST 122 ri_'� PL AN AT VEST 123 A701 A402 1.25 A201 1:50 A201 1:50 03144 CHECK AND VERIFY ALL DIMENSIONS AT THE SiTE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED CONIC BLOCK DOOR AND FRAME SCHEDULE ROOM FINISH SCHEDULE UPON REQUEST. REPRODUCTION DRAWINGS IN PART WHOLE C WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. ROOM WALLS DOOR FRAME CEILING DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED DOOR FRAME FIRE HDWRE NO. ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING HEIGHT REVISION REMARKS AND SEALED BY THE CONSULTANT. — _ BLOC(OWN) NO. SIZE AND THICKNESS TYPE ATERIA FINISH LOUVRE GLASS TYPE DETAIL MATERIAL FINISH RATING GROUP CLOSER REMARKS NO. O O JAMB— — — 1 MAT. CT CT GB 2730 — — — — 101A - - - - 101 VESTIBULE FIN. PAINT - - - - 2-914x2135x45 AL ALUM MOD GL-1 ALUM MOD CL B/F AL THRESHOLD AND WEATHERSTRIPPNG W/AUTO DR OPERATOR air:? COL. 101B 2-914x2150x45 AL ALUM MOO - GL-1 SC--B - - ALUM MOD CL WEATHERSiRIPPNG W/AUTO DR OPERATOR MAT. Ci CT CONIC CB CONIC CB AC PNL 2730 NOTE WALL S VARY. 102A 2-900x215Ox45 M HM p - - F2 H1 A HM P CL AL SILL do WEATHERStR Rw. PANIc HARDWARE 103A 900x2150x45 M HM p - - F1 H3/H5 J3/J5 HM p 102 LOBBY 0 FIN. P P P P ALL WALLS TO BE PAINT - - - - w�«:� 103B 1200 x1400 METAL PREFIN - - - - suaNG GTWLLE COL. Leading the �'a MAT. CT CT CB/GB CB/GB CONIC CB AC PNL 2730 PAINT GYPSUM BOARD �----�� DRIP 104 900x2150x45 G HM p - GL-1 F7 H3 J3 HM p - 103 CONCESSION FIN. P p p p WALLS AND BULKHEAD AT SEALM BOiH � Of FRAME SEUANT BOTH of FRAME J3 105 9OOx215Ox4,5 M HM p - - F1 H3 J3 HM P CL SLIDING GRILLE 106A 900x2145 G HM P - GL-1 F1 H3 J3 HM p CL MOT. NO. ISSUES DATE BY MAT. VCT R CB CB GB CB AC PNL 2730 106B 914x2135x45 AL ALUM MOD - GL-1 - - - ALUM MOD CL B/F AL THRESHOLD AND WEATHERSiRIPPING 104 OFFICE FIN. P P P P 1 FOR TENDER AND BUILDING PERMIT APRIL BBA FRAME 107 9OOx2150x45 M HM P - - F1 H3 J3 HM P CL COL. 8/04 H 1 � 110N J 1 W�MM�l1iAT1oN / CONIC BLACK 108 9DOx215Ox45 M HM p - - Ft H3 J3 HM P 3/4 HR CL FILL FRAME WITH CONCRETE MAT. CT CT CB CB CONIC CB AC PNL 2730 109 9OOx215Ox45 G HM p - GL-1 F1 H3 J3 HM P - 105 WOMENS WRM FIN, P P p p 110 9OOx215Ox45 G HM P - GL-1 F1 H3 J3 HM P - CoL. 111 9OOx215Ox45 G HM p - GL-1 F1 H3 J3 HM P - MAT. CT CT CB CB CONIC CB AC PNL 2730 112 900x2150x45 M HM p - - F1 H5 J5 HM p - 106 �� FIN. P P P P 113 900x2150x45 M HM p - - F1 H5 J5 HM - COL. Fl FRAME '' ... .... ?I 114A 9OOx215Ox45 M HM P - - F1 H3 J3 HM CL MAT. CT CT CB CB CONC CB AC PNL 2730 w1 w1 W GROG SEALANT 1148 9OOx215Ox45 M HM p - _ F1 H3 J3 HM P CL 107 MENS WRM FIN. P P P P H 3 REFER TO STRUCTURAL 114C 900x2150x45 M HM p - - F1 Ht A HM P CL AL SILL & WEATHERSTRIPPING. PANIC HARDWARE COL. OWGS FOR UNTEL TYPE AND NOTES 114D 9OOx215Ox45 M HM p - - F1 H3 J3 HM p CL ONE JAMB iS TIGHT TO TiLT UP MAT. CONIC SEALER CB CB CONIC CONIC EXPOSED O 115A 900x2150x45 M HM p - - F1 H3 J3 HM p CL 108 SPRINKLER RM FIN. P P P P PAINT SEALANT BOTH SIDES FRAME O 115B 9DOx215Ox45 M HM P - - F1 H3 J3 HM p CL CAT. PAINT GYPSUM BOARD MAT. CAR CAR C8 GB GB CB AC PNL 2730 115C 9OOx215Ox45 M HM p - - F1 H3 J3 HM CL ONE JAMB IS TIGHT TO TiLT UP 109 MAIN OFFICE FIN. P P P P BULKHEAD ABOVE SEAIAM BOTH SIDES OF FRAME C) 116A 9OOx215Ox45 M HM p - - F1 H3 J3 HM CL COL. MILLWORK. Z 1166 9OOx215Ox45 M HM p _ _ F1 H3 J3 HM CL MAT. VCT R CONC CONC CONC CONC/CB AC PNL 2730 PAINT FURRED OUT GYB H2 FILL FRAME J2 Fl FRAME � 116C 9OOx215Ox45 M HM P _ _ Ft H1 J1 HM p CL AL SILL &WFAIHETRStftiPP9�G. PANIC HARDWARE 110 DSC MEETING RM FIN. P P P P WALL w 1WAATiON 0 116D 9OOx215Ox45 M HM p _ _ F1 H3 J3 HM p CL ONE JAMB IS TIGHT 10 TILT UP FIN. 117A 900x2150x45 M HM _ _ MAT. VCT R CB GB GB CB AC PNL 2730 P F1 H3 J3 HM P CL 1 117B 9OOx215Ox45 M HM P _ _ F1 H3 J3 HM p CL 111 FIRST AID FIN. P P P P ° - - 117C 900x2150x45 M HM p F1 H3 J3 HM CL MAT. VCT R CB CONIC GB GB AC PNL 2730 a 118 9OOx215Ox45 M HM p _ _ F1 H1 J1 HM p CL AL SILL WEATHERSII MW. PANiC HARDWARE X225 125 119A 9OOx215Ox45 M HM - 112 REF RM # 1 FIN. P P P P P _ Ft H3 J3 HM p CL COL. 3600x3ODOx45 0/H METAL PRE FIN - GL-1 F4 H6 SIM J6 SIM STEEL GALV - INSULATED PANEL DOOR C WEATHERSTi6PPING MAT. VCT R GB CONC CONC GB AC PNL 2730 oa GASKET L_— 120 9OOx215Ox45 M HM P - - F1 H3 J3 HM P 3/4 HR CL FILL FRAME WITH CONCRETE 113 REF RM 2 FIN. P P P P 121A 9OOx215Ox45 2G HM P - GL-1 SC-4 - - HM p CL PANIC HARDWARE COL. 114 a 1218 9OOx215Ox45 2G HM p _ GL-1 SC-5 - - HM p CL PANIC HARDWARE MAT. VCT R CB CDNC CB CB AC PNL 2730 121C 9OOx215Ox45 2G HM P -- GL-1 SC-6 - - HM p CL PANIC HARDWARE 114 CHANGE RM FIN. P P P P GALV E 121 D 9OOx215Ox45 M HM P - - F1 H2 J2 HM p CL PANIC HARDWARE COL.C9X15 ANCHOR CASi INTO 121E 900x215OX45 M HM p - - F1 H2 J2 HM p CL NSULATED DOOR C THRESHOLD do WEATHERSIRIppING, PANIC HARDWARE MAT. VCT R CB CB CB CB AC PNL 2730 TILT UP PANEL 121F 900x2135x45 M HM P - - F1 H2 J2 HM P CL NWLATEI DOOR C THRESHOLD & WEATHERSTRIPPING. PANIC HARDWARE 114—A VEST FIN. P P P P OVER HEAD DOOR H5/J5 121 G 900x2135x45 M HM P - - F1 H2 J2 HM P CL KUAJED DOOR C THRESHOLD do WEATHERSTRIPPING. PANIC HARDWARE COL. CAST CHANNEL 121H 4475x3650x45 0/H METAL PREFiN - GL-1 F4 H6 J6 STEEL GALV - NSLAATED PANEL DOOR C WEATHERSTRIPPING MAT. VCT R CB CB CB CB AC PNL 2730 INTO TILT UP 121J 3600x3ODOx45 0/H METAL PREFIN - GL-1 F4 H6 SIM J6 SIM STEEL GALV - PANEL DOOR 114-8 WRM FIN. p p p p PANEL. COL. 6MM CHECKERED MAT. VCT R CB CONC CB CB AC PNL 2730 PLATE ---------- 115 CHANGE RM FIN. P P P P SLOPE AWAY ° . FROM DOOR RUBBER PROTEMM CORNER AT STEEL EDGE a 1- REFER TO SPECIFICATIONS FOR GLASS TYPES: GL-1, COL. FOR PAL LENGTH OF DOOR WIDTH GL-2, AND GL-3. SCHEDULE LEGEND MAT. VCT R CB CB CB CB AC PNL 2730 a ° .a. FIN GRADE 2% MIN SLOPE m.". ° 115 A VEST FIN. P P P P -380 q ----- --- AL ALUMINUM COL. • I I I I I I I I I I I I I I I o ANOD ANODIZED GL GLASS PS PRESSED STEEL MAT. CT CT CB CB CB CB GB 2400 REFER TO WALL ELEVATIONS FOR 1�.J- LI._I 11.1. .1 _ AC PNL ACOUSTIC PANEL GWG GEORGIAN WIRED GLASS PT PORCELAIN TiLE 115-8 SHOWER FIN, P P P P PAINT CT LOCATKNS AND HEIGHT a z - — 1 B/F BARRIER FREE HCW HOLLOW CORE WOOD R RUBBER COL. CAR CARPET HM HOLLOW METAL S SEALER MAT. VCT R CB CONC CB CB AC PNL 2730 ° . • a �� �0 cc� CB CONCRETE BLOCK HR HOUR SIGN SOLID CORE WOOD 116 CHANGE RM FIN. P p p p .° EAO DOOR CONC CONCRETE LG LAMINATED GLASS ST STAIN COL. RUBBER � � 2400 CT CERAMIC TILE N.I.C. NOT IN CONTRACT STL STEEL H6 J6 � PADDING DG DOUBLE GLAZED OH OVERHEAD SV SHEET VINYL 116-A VEST ENT' R CB CB CB CB AC PNL 2730 6MM STL CHECKER PLATE SLOPE MIN 2 % EP EPDXY P PAINT TG TEMPERED GLASS COL. EXIST EXISTING PLAM PLASTIC LAMINATE VCT VINYL COMPOSITION TILE MAT. CT CT CB CB CB CB GB 2400 REFER TO WALL 3 DOOR FRAME DETAILS EXP EXPOSED PREFIN PRE-FINISHED 116—B SHOWER FIN. p p p p PAINT ELEVATIONS FOR A801 NTS GB GYPSUM BOARD PRT PRESSURE TREATED CT LOCATIONS AND HEIGHT COL. MAT. VCT R CB CONC CB CB AC PNL 2730 117 CHANGE RM FIN. P P P P COL. MAT. VCT R CB CB CB CB AC PNL 2730 117—A VEST FIN. P P P P COL. MAT. VCT R CB CB CB CB AC PNL 2730 REFER TO PLAN REFER TO PLAN REFER TO PLAN REFER TO PLAN 117-B WRM FIN. P P P P COL. EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ MAT. VICE VCT CB CONC CB CONIC AC PNL 2730 3 REFER TO 118 CORRIDOR ® FIN. P P P P PLAN FOR LOCATION OF VCT COL. MAT. CONC SEALER CB/CONIC CONC CB CONC EXPOSED PAINT FINISH TO ALL EXPOSED STEEL. 119 STORAGE FIN. P P P P PAINT COL. MAT. CONC SEALER CONC CONC CB CB EXPOSED g 120 REC RM FIN. P P P P PAINT 0 °or° ALL GLASS IN SCREENS TO BE TYPE GL-1 COL. PAINT ALL EX g MAT. CONC SEALER CONC CONC CONC CONC EXPOSED �� CONDUITS, 121 ARENA FIN. ARTIFICIAL TURF P P P P UNFINISHED MECH UNITS, N N 0 0 COL. AND ALL MECH PIPES. NO. REVISIONS DATE BY c N MAT. CT CT GB GB GB GB 2730 0.0 FINISHED 0 122 ARENA VEST FIN. P P P PAINT o COL. — — — — — — — — — — _ — — MAT. CT CT GB GB GB GB 2730 —380 — — — — — — — — — — — — — — — — — — — — -- — 123 ARENA VEST FIN. P P P PAINT COL. SC-1 SC-2 SC-11 SC-3 0 ALL HM DOORS AND HM FRAMES TO BE PAINT FiNISH ALL EXPOSED 0 IN LOBBY REFER TO PLAN FOR EXTENT OF CERAMIC METAL N (INTERIOR TILE TO BE PAINT FINISH REFER TO PLAN REFER TO PLAN REFER TO PLAN 30 CEIUNG HEIGHT OF AC PNL IN CORRIDOR 118 TO BE ALL EXPOSED CONTINUOUS ® 2730. AT LOW END OF RAMP, CEILING EXTERIOR STEEL TO BE EQ FA EQ EQ EQ EQ EQ EQ HEIGHT TO BE 311OMM HOT DIPPED GALVANIZED PROJECT: BOWMANVILLE COMMUNITY PARK INDOOR SOCCER FACILITY AND LACROSSE BOWL N 2375 BASELINE ROAD N o COMPLY WITH BARRIER DOORS FREE ° VISABIL.TTY REQUIREMENTS MUNICIPALITY OF CLARINGTON 0 0.0 FINISHED ° 150 150 r 11 DRAWING: -380 -- SC-4 SC-5 SC-6 0 0 0 DOOR AND C. ROOM FINISH REFER TO PLAN SCHEDULES 00 0 REFER TO PLAN --- L -- M - G -- ZG - N ----------- AL ----------------- O DOOR TYPES- PRESSED STEEL DOOR TYPE- ALUMINUM O/HSECTIONAL OVERHEAD DOOR AR E �z 59 ' ra . LICENCE U11 3872 N STEEL CHANNEL h,,"•,"° �,, BARRY•BRYAN DESIGN 6Y: DOC CONWL �A1F °o SIDING WINDOW S o ASSOCIATES VVVV 0 0.0 FINISHED FLOOR sun (1991) LIMITED DRAWN BY: X COMPLETE PLATE JAMB GALVANIZED FINISH Architects DY r-380 — — — — — Engineers CHECKED BY: I" — — — — — — — — — — — Landscape Architect VUVV C-7 SC-8 Project Managers DATE: 11 Stanley Court,Unit 1 MAR 2004 L — Whitby Ontario L1 N 8P9 SCALE: _ F 1 _ _ F2 - F4 - - - _ Tel: (905)666-5252 1:50 D1 Fax: (905)666-5256 FRAME TYPES e-mail: bba @bba-archeng.com FILE: 03144A801 PROJECT NO: DRAWING NO: rP� SCREEN ELEVATIONS FRAME ELEVATIONS Ago, 1:50 Aso, 1:50 03144 A801 9 �•1 2 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. A902 ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE U S FINISHED CEILING COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED / TOILET PARTITION UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE / WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED ( / MIRROR AND SEALED BY THE CONSULTANT. / o PTO \\ \ \ ❑ I \ \ \\ Leading the 14'a D FINISHED FLOOR s NS WRM 107 13 NO. ISSUES DATE BY A201 1:50 A501 CONSESSION OPENING 1 FOR TENDER AND BUILDING PERMIT APRIL BBA 8/04 PTD M BOARD ALL SURFACES SIM 11 i AINTED METAL STALLS FLOOR MOUNTED TO BE PLAM FINISH AW2 N.I.C. MAKER // SLIDING GRILLE SLIDING WINDOW BARRIER FREE COUNTERTOP t U/S R ISHED CEILING MIRROR --- \ I i t-Axt `11 PTD FROG I FRIDG WR N.I.C. I N.I.C. ;SB// // // PTD ❑ �,1 �,'1 ham\ — — _ B.F.\ WR 1 / \ / / S \ / A B C D NO SHELVING WITHIN ---- J WOM E N S WRM 105 s CONCESSION 103 SINK COMPARTMENTS �01 1:50 A902 1:50 14 A902 SHOWER - ----- 116-B El J / TYPE 1 AI_ TOILET STALL DOOR T HOOKS 110 ETAL TOILET STALL DOOR / \ SHOWER CURTAIN ROD U/S FINISHED CEILING A902 SHOWER \ / PWA WUNKETE RM WRM\ / WRM CHANGE /W /WRM 116 117-B ENCH 117 117-8 116 117-8 11 -B N N g / \ \ \� 71- \\ \\ - \ T.PJL \ FINISHED FLOOR 100 HIGH BASE \ U / s CHANGE RM 116 AND CHANGE RM 117 66 %� WRM 117-B A201 1:50 A902 1:50 7 FINISH BLOCK PAINT PAINT FINISH PANELS BUUJMN X01 BOARD U/S FINISHED CEILING FHC SURFACE MOUNTED / \ 2000 / OPENING \ OPENING / \ / MAIN OFFICE AL 1, E 1os CONCESSION DSC MEETING RM LOBBY 103 OFFICE \ // N 110 0 \ 10� VEST RNKLER \ 105 107 I \ EHI \ / \ / DISPLAY AREA \ / PTD GYPSUM BOARD \ 4 CORRIDOR 118 PTD GYPSUM BOARD FINISHED FLOOR A201 1:50 100 HIGH BASE I I I I PTD GYPSUM BOARD CONIC TILT UP PANELS GLAZED PTD PTD GYPSUM BOARD PAINT FINISH HOLLOW METAL SCREENS U/S FINISHED CEILING I I I I ARENA VEST / \ VL�� 122 // \ / \ 123 \ - I I I I N / NO. REVISIONS DATE BY FINISHED FLOOR 3 LOBBY 102 �01 1:so �1512 A902 A902 3818 r—CONC BLOCK PAINT 1600 FINISH BULLDMN 618 400 0 400 400 400 400 400 38 0 PTD STEEL PIPE RAIL WALL MOUNTED BOARD U/S FINISHED CEIUN PROJECT: \ \ , PTD GYPSUM BOARD BOWMANVILLE COMMUNITY PARK INDOOR SOCCER FACILITY ALL r•. , 4 v,' A u`. ,'4 v•. TO BE SURFACES PLAM FINISH AND LACROSSE BOWL 2375 BASELINE ROAD / MUNICIPALITY OF CLARINGTON FINISHED FLOOR s MAIN OFFICE 109 DRAWING: 2 CORRIDOR 118 s A2o1 1:50 A201 1:50 A9o2 INTERIOR ELEVATIONS i I O Assn 1 I �� ._ ci9 IL O TEC Z NC TILT UP PANELS GWG IN HOLLOW PAINT FINISH METAL FRAMES I I c PAINT FINISH I U/S FINISHED CD �� LICENCE YA I I : : � ��'.,,•• 3872 f � '"•qu a ��1n`' L I BARRY- BRYAN DESIGN BY: CORMb \ I I \ (199OCLIMITED DRAWN BY: %CUPI.M. IN CORRIDOR \ 1 I STORAGE \ Architects DY I 119 \ Engineers CHECKED BY: Ir�rrw u � 1 I=J � Landscape Architect W.W. I I Project Managers DATE: I / 11 Stanley Court,Unit 1 MAR 2004 Whitby Ontario L1 N 8P9 SCALE: / 0/H DOOR / Tel: (905)666-5252 1:20 DI FINISHED FLOOR e-mail: bba@bba-archeng.com FILE: 1 CORRIDOR 118 03144A901 �01 1:50 PROJECT NO: DRAWING NO: 03144 A901 l CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. 63 dn% II, ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE ww MW N.I.C. COAT HOOKS COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED ___ __ UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE � I I °i O 300 C/C I WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. ROUNDED ENDS(TYP) 50MM FIBERGLASS DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED rj INSU[ATKNd AND SEALED BY THE CONSULTANT. I i I OFD 5 19 X150 CONTINUOUS MAPLE BACK THROUGHOUT COVER Li A601 0 1500 A.F.F. FIXED TO WALL BY=N L COFFEE MAKER N.I.C. 103A KWIK BOLT 12mmO 0 600 C/C HINGE FRYER N.I.C. —— FACE OF MASONRY g I ^� CAP FLASHING FRIDGE B ON \ LOBBY N.I.C. A 8 ( 103 -C2 102 36X120 MAPLE RAILS BOLTED EXT GRADE PLYWOOD AT OPENING C A901 TO BRACKETS WITH 9.50 I 113 400 LAG SCREENS. VARNISH FIN. — TOP OF STEEL vARIES Leading the IVa 915 1820 I 915 T AW1 125 125 125 S I =1 I I LINE OF EXTERIOR WALL NO. ISSUES DATE BY 1038 i I 6mm ROUND(lYP) I 3 , FlRESiOP 1 FOR TENDER AND BUILDING PERMIT 8/04 BBA A902 g ^ — — _J L — — 75XB BENT GALVANIZED �' Iii METAL STRAP AT 1200 C/C � �_Owsi 13 PLAN CONCESSION 103 ° BOLTED TO WALL (PAINT) 10x64 BENT PLATE BRACKETS �01 1:10 1 Ox64 BENT PLATE ANCHORED MA)L O ,�, g ANCHORED TO BLOCK 0 LINE OF MASONRY WALL !i 1200 C/C MAX. ° r C FINISHED FLOOR 019 STEEL RUNGS WELDED ROOF ACCESS LADDER 23 TO RAILS 0 305 C/C (T1fP. ° 10 BENCH AND COAT HOOK DETAILS ° 10x75 STEEL LADDER RAIL K7N), ACCESS LADDER SECTION 760 760 �01 1:10 I A902 FINISHED CEILING FINISHED CEILING �I Eq ELEC RM TOP OF STEEL 4015 120 i i 300 NOM- GALV FINISH �k-,� 44- SECTION ELEVATION ACCESS LADDER SECTION LINE OF MASONRY WALL 19 PLAM �01 4� 6 x 45 FIAT STEEL BARS GABLES ADJ I SHELVES C/W �rS FINISHED SEALANT 4 ^ EDGES ^ AROUND MIRROR A902 6 x 50 STEEL. HOOP BARS -- ----�i MIN DISTANCE BETWEEN � STORAGE �! GABLES: 350MM (70 FIT FILING 19 PLAM GABLES do ADJ / l TRAYS). SHELVES C/W FINISHED EDGES I I 119 I I I I MIN DISTANCE BETWEEN 3 ACCESS LADDER PLAN GABLES: 350MM (YO FIT FILING MIRROR TRAYS). 12 PLAM BACK 12 PLAM BACK TOP OF STEEL 0 4115 �O2 SEALANT I i POST FORMED I m I _ g PLAM FINISH I I AND POST I LINE OF MASONRY WALL FORMED BACK SPLASH \ 500 3 SIM IL A902 lo 3 VANITY `O m M ^ PLAM N ON 19 PLYWOOD FACE o° 0 1Ox64 BENT PLATE BRACKETS N 0 ANCHORED TO BLOCK 0 ROUNDED EDGES 1200 C/C MAX. 760 1619 STEEL RUNGS WELDED TO RAILS 0 305 C/C MP.) 2X75 TRIM ^ N 1Dx75 STET. LADDER RAIL RLAM COUNTER TOP W/POSTFORMED EDGE I 6MM THICK ° FIAT BAR ° FIN. I= 0.0 AT FACIA 19 PLAM GABLES dt ADJ 19 PLAM GABLES ✓¢ ADJ 65x65x6 BRACKET SHELVES C/W FINISHED EDGES SHELVES C/W FINISHED EDGES BETWEEN LAVATORIES NOW; g BOLT TO WALL. WITH SECTION GAIN FINISH ELEVATION 650 EXP BOLTS go CENTER BRACKET LOCATE SUPPORTS CD BETWEEN VANITIES OR g ACCESS LADDER SECTION AT END WALLS coo CHEMICAL BOND SLIDING GRILLE ^ I FIN FLOOR A902 N BASE I I I ROUNDED EDGE FINISHED FLOOR FINISHED FLOOR INSTAL. GRAB BARS TO SUPPORT N LOBBY LION 100 g 100 g g 205 LOADING REQUIRED BY 102 103 280 ONTARIO BUILDING CODE 430 1. GRAB BARS TO BE MIN 30MM '61. MAX 40MM 0 PLAM GABLES do SHELVES 15 OFFICE WALL UNIT SECTION 12 OFFICE WALL UNIT SECTION 9 VANITY SECTION 2 BE CLEARANCE MIN, �M� TO WALL TO � FINISHED EDGES 300 �O2 A902 �O2 3. GRAB BARS 70 HAVE SUP RESISTANT SURFACE 460 MIN. 480 MAX NO. REVISIONS DATE BY LINE OF WAIL P3 o0 ^ 1� 406 TOP OF SR 7 \ AT G 4115 JOp 25x75 MAPLE CAP AT LOW POINT 4015 METAL PILASTERS COAT HOOKS DIRECTLY 0/C LOCATED DIRECTLY ABOVE (�ICULAL.LDCW DETAIL ROOMS) 300 12 PLAM BACK CHANGE RM GAMES & ADJ SHELVES P3 BENCH SEATING 115 M c/W FIINNISHED EDGES PROJECT: C/W FINISHED 150 150 I> 1500 1675 ° T.P.D. BOWMANVI LLE 9 PLAM I coNreASE COMMUNITY PARK co TOP AND BOTTOM P4 11 � � S INDOOR SOCCER FACILITY 1 110 1158 O 50 FlN FLOOR AND LACROSSE BOWL 12 PLAM BACK F1 r7 VEST? SHOWER N 2375 BASELINE ROAD SUSPENDED 13MM WATER RESISTANT osT FORMED i15-a P4 15-e g g MUNICIPALITY OF CLARI N GTON �, ENDED BACK SPLASH g P4 5 TYPICAL GRAB BAR LOCATION 10 SECTION BARRIER FREE COUNTER 22 FURRING CHANNEL A902 A902 LT W/PoPosmmm EDGE 115A P4 P4 o DRAWING: FD 38 CARRYING CHANNELS SHOWER CURTAIN & ROD 915 108 �" DETAILS CERAMIC TILE TO LAM SIDE SPLASH MIRROR 2100 A.F.F HEIGHT IN SHOWER O P9 P9 GRAB BARS P4 N UNDED EDGE 11 � P4 114C P3 WRM§ P4 S 114-8 - VEST P4 4so 702 562 1osA '� P4 ASSp MIT- PILASTER 114-A 1140 0 C`i�� N CERAMIC TILE AT --—J PLAM _ o / SHOWER THRESHOLD ______ GABLES & ADJ SHELVES 1148 HIT TS -7 $ CERAMIC TILE EDGES FINISHED CHANGE RM ((2)) 107 NI L' B AN a, 915 1785 LICEh E N ON 13MM CEMENT BOARD P3 g VEST 105 OFFICE ON 92 MM MTL STUDS 0400 O/C 19 ADJUSTABLE SHELF 114 9 106 104 �•,,� 3872 .•`r 13MM GYPSUM BOARD WITH PLAM FINISH A C : : '',,..�� , TO U/S OF FINISHED CEILING A901 S PLAN DOORS 5 E�_ 0 P3 ffl WO MENS WRM P3 AND GABLES A g ,�, 1525 915 D A901 m 2 1D5 2700 BARRY- BRYAN DESIGN BY: DAh:co�oL PROVIDE CONC TOPPING SLOPE TO DRAIN 19 PLAM BOTTOM " 4200 1500 7 0 FD 1B45 2 19910CL MITED D WN BY: x DOMP� C/W FINISHED EDGES BENCH SEATING D SIM O 2438 MENS WRM A c ) SIAPE FLOOR 2% TO DRAIN A902 107 A901 MIRROR Architects DY CERAMIC TILES 12 PLAM BACK 50 10 ° MIRROR � D Engineers Landscape Architect CHECKED BY: -- - E` -- -- SEALANT FIN FLOOR 0.0 CONT. BASE 300 m SD SD �D CS D Project Managers W W P• . WR P.T. . DATE: 11 Stanley Court,Unit 1 MAR 2004 Whitby Ontario L1 N BP9 FIN FLOOR "'/ 608 1096 1068 Tel: (905)666-5252 1:10 SCALE: pl Fax: (905)666-5256 111 email: bba @bba-archeng.com FILE: 902 14 SECTION SHOWER 11 SECTION CONCESSION COUNTER 8 CHANGE RM 115 AND CHANGE RM 114 1 MENS WRM 107 AND WOMENS WRM 105 PROJECT NO: DRAWING NO: A902 A902 A902 A902 03144 A CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE 1 2 3 4 5 6 7 8 9 9x 10 COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT, Jiro lii� I I I I I I I I I I NORTH Leading the Wa I I I I I I I I I I NO. ISSUES DATE BY 1 FOR TENDER & BUILDING PERMIT APR LS. OB 04 I I I I I i I I I I 5 2 5502 550? ( FOUNDATION PLAN I I I I I I I I I I 1:100 P14 P15 P16 P17 P18 P19 P20 P21 P27 —� --_---_----_— --_--- — --_---_----_— --_---_ ----- --_---_----_— --_---_---- -- _---_----_— --_---_— --_— --------_ ----- A ( ------------------------------- ------------------------------ ------------------------------ ------------------- ---------- ------------------------------ ------------------------------ --- -------------------------------------------------- --------- ---——— —--—— ——— 1. DESIGN ENGINEERED FILL BEARING PRESSURE 150 kPo III -------------------------------------------------------- ———————————————————————————————————————————————————————————————— --- 11 II SF I 2. SEE SOIL REPORT PREPARED BY VA. WOOD ASSICIATES I I I I I I LTD. REF # 4110-4-1 DATED JAN 2004 Ii ill I I I I I I I Ili it III �� III 1 I I I 3. TOP OF SLAB ON GRADE IS AT ELEVATION 92.000 EXCEPT III - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - III I I WHERE CROSSED AND NOTED OTHERWISE ON PLAN. II ii i - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4. TOP OF FOOTINGS ARE NOTED THUS IIIII r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I liil it I P13 l I i l I I I l i i l l i ,l 5. SEE ARCHITECTURAL DRAWINGS FOR SLAB ELEVATIONS, i II I I I I I I I I I I P22 it I I (i P28 RECESSES AND SLOPES l I i I I DEAD MAN AS REQUIRED BY I I l i I I I I I 6. SF DENOTES STEPPED FOOTINGS. III I ERECTOR OF TILT WALLS I I III I I I III III I I I 7. SLAB ON GRADE SWILL BE 125mm THICK REINFORCED I I I I I I I I I I I I I I WITH 152x152xMW1I&7xMW18.7 WWM IIII I I I l i I I I I II III I I I I I I I I I I I III II Il ,l B. PROVIDE SAWCUT JOINTS TO SLAB 0 4000 MAX O.C. i 9. ALL CONCRETE TO BE 25 MPa I 10. ALL FOOTINGS TO BE CENTRED UNDER CONC PIER U.N.O. � 1 11 I I I I IIiI -� 1 I 1 I 12. REFER TO TYPICAL DETAILS ON DRAWING S501 III Ir, I I I I I II I I I I I ( I I I II i l l I I I 13. ALL EXTERIOR FOOTINGS SHALL BE FOUNDED MIN 1200 I 2 BELOW FINISHED GRADE III I I I I III � 11 I 6502 IIII I I I l I i l l i I 14. TOP OF ALL CONCRETE PIERS TO BE 36 BELOW COL i P l l I I i 1 i l I I I I BASE PLATE 12 III I I I P23 I , I I I I I 15. C1 = HSS 2190.8 W/ BPL 3500x20 0 ELEV —12 W/ II I I I I I I I I I I II i i l I I I I 2 ANCHOR BOLTS iIII I I i i l ( I i i 2 ANCHOR BOLTS 22 W/ BPL 200x2Ox2OO O ELEV —150 W/ IIII I I I IIII I i ALL ANCHOR BOLTS SWILL BE 200050 LG HOOKED III I I I III I I I I ANCHOR I l i I I 1 i t 11 i P29 16. W1 = 200 R.C. WALL REINF W/ IOM 0 250 H do V E.F. —( IIII I I I I I I I I I I I IIi ' l l , I 1111 I I I I I � II 11 ' III I I � I I 11 II P11 I LL. III I I I • . I I I I I P24 IIII I I I I i � l f� I I I I I I III I 1 4 IIII I I I I I I I I 55aZ 11 ' 14 I� 5502 l I I I I iil I Ii IIII I I I I I i r----- -- 1 P30 IIII I I I I Ii ; 1 N I l IIII I I I I i I I ill I I IIII I I I I IIII I I � II 5 III I I I III I II I I I I I P25 IIII 14 I �P10 1111 I I I IIII I S502 II I I 1111 I I I IIII I I I) i � �II I I I I I I I I I I I il� i i� II IIII I I I I IIII 11 i III I I I i III I'I I I I I —I I I I III 11� l IIII I I I I II ; I II i III I I I I III II iIII I I I I i � I I� l i I III I 1 I I III 11 I i �ll I I i I I I I I I I I I11 11 P9 i I I I I I F3 F4 I I P26 Iii TILT W.SALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II 3 i ' I 1 l 1 NO. REVISIONS DATE BY IIII CONC SLAB AND I IIIL - - - - - - - - - - - - - - - - - - — — — — — — — — — —BENCH — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - III 1111P31 11 ;I I I I I I I I III ; I 11 II II l II II I i I P6 P5-- ----- ------P4-------- ------P3- ------- ------P2-------- ------P1---- --- I I ( 11 I —L � ;T P8 - -- — --- -- — -- -- — -- -- — -- -- I I� l -- ----SF-I-----------------I-----------------F--- -------------F---------- I I I I P33 I I P32 I II 5502 SIMILAR Ii il ------- •L---- I ' PROJECT: P41 i i i i O.D F1 F2 BOWMANVI LLE 2 l 1 i ,If COMMUNITY PARK INDOOR SOCCER FACILITY AND LACROSSE BOWL P34 I 2375 BASELINE ROAD ( � P40 r- - ---- --------------P39 - -- P38 P37 ------ I MUNICIPALITY OF CLARINGTON I _,L———- —— —-----————-—— --------- - ------------------- -------------------- - ---- ---- ------ -------- ------- --- -_ _ -- __ T - - -- 1-------- -------- — ___—— SF _J L_ � WI j DRAWING: � � I I I F1 j� F2 W1 , f 2 Gx I I I '� I I I TYP ) I FOOTING SCHEDULE PIER SCHEDULE s5oz 1s Q VET ULE i� ; FOUNDATION PLAN REINFORCING VERTICAL NM2 — — — —_ MARK SIZE DEPTH REMARKS MARK SIZE REINFORCING TIES REMARKS — I — �——I� I— 67 LONGIT TRANS Ft 400 200 3-15M CONT CONT FOOTING P1 300x300 4-15M 10M 0250 SEE DETAIL 1 O 4z> L J —— — — ";6 P35 P2 6000 4-25M IOM 0 300 SEE DETAIL 2 F2 60o 300 3-15M CONT CONT FOOTING' 1 `' �� Gy �' �ry PoFESSroN,q� e F3 800 300 4-15M CONT IOM 0 300 CONT FOOTING NOTE: ALL PIERS TO BE CENTERED ON COLUMNS UNLESS NOTED OTHERWISE. 1 S50Y I I I I 2 �4' F4 1000 300 4-15M CONT 15M 0 300 CONT FOOTING DETAIL 1 DETAIL 2 G� — L I _ X502 _� L. SIT n G� —I 42725705 F5 800x80D 200 UNREINFORCED SPREAD FOOTING 7 G x0 NOM. DOWEL PIER SHILL MATCH PIER VERTCAL L J 0 CE OF O ALL FOOTINGS TO BE CENTRED ON CONRETE PIER U.N.O. I I I I BARRY- BRYAN DESIGN BY: DOC SOU DATE ASSOCIATES LS 7X 7y 8X sy 9y 9X A'99e�LIMITED DRAWN BY: x COMPLETE: VIER Engineers CHECKED BY: INITL41;- Landscape Architect LS Project Managers DATE: 11 Stanley Court,Unit 1 MAR 2004 Whitby Ontario L1 N BP9 SCALE: Tel: (905)666-5252 1:100 D1 Fax: (905)666-5256 email: bba @bba-archang.com FILE: 031,OS201 PROJECT NO: DRAWING NO: 03144 S201 i CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE 1 2 3 4 5 6 7 g 9 9x 10 COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. I I I I I I I I I NORTH � Leading the Way I I I I I I ► I I I NO. ISSUES DATE BY 1 FOR TENDER do BUILDING PERMIT R LS 0804 I I I I I I I I I I 1 5 1r LM 3025 SPACING I I I I I ► I 2 1 I P14 P15 P16 P17 P18 P19 P20 P21 P27 9032 i I P13 p I + I I I I I I P22 P28 I I I I I I I I I i I I I I I I I I (I ( I I+ I +I - - ' i FRAMING MP) I I I I I I I I I I I I I I I I I I I ROOF FRAMING PLAN I P12 1:100 P23 I I I I I I I I I I I I I I I I I I I I I I II 11 ,. DESIGN LOADS I I I I I LIVE _VE LOAD 1.44 kN/m2 NET°U� FORCE 0.40 M/m2 P29 2. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF SLOPES. I I C — — — — — — — — — — — — — — — — — — — — — — — 4. SEE Pl/W FOR noomoNAL BUILT UP SNOW LOAD DIAGRAM. 5. ALL OPENINGS IN STEEL DECK, 150 TO 450 SHALL BE REINFORCED BY — — — — — — I STEEL DECK CONTRACTOR. LARGE OPENINGS TO BE TRIMMED WITH C4x5.4 BY I I I I I I I I I I I I I ( I I I I I STRUCTURAL STEEL CONTRACTOR.6.OWSJ LOCATION REFER ALL MECHANICAL NIT'S AND OPENINGS N ROOF DECK �D + + +I + 7. +-8 INDICATES DIRECTION OF SPAN FOR P11 �� I Di s 38 DEEP, 0.76mm (MIN) THICK STU! DECK. P24 I _ _ _ _ _ _ D2 - 76 DEEP, 0.76mm (MIN) THICK ACOUSTIC STEEL DECK I II I I I I ' j8. Fs DENOTES DEN 9. MC OTES FULL MOMENT CONNECTION 10. JOIST SUPPLIER TO ALLOW FOR MECHANICAL UNITS SHOWN ON PLAN TO I I I I I OCCUR AT ANY POINT ON JOIST SPANS. i — ' — i — ' — ' �— — ' — ' — i — +l — I - - 11. MAXIMUM JOIST LIVE LOAD DEFLECTION SHALL LIMIT TO L/360 W I 12. BRIDGING FOR STEEL JOISTS SHALL COMPLY WITH THE REQUIREMENTS OF ZI I I I I I I I I I I I I II I 44� I CM STANDARD S16.1. I I I I I I Y t - - P30 ' 13. P-10-01 DENOTES TOP OF STEEL ELEVATION FROM DATUM ELEVATION. I I I I I ( - ,�•i�I 14. FOR COLUMN SCHEDULE SEE NOTES ON DRAWING S201 p I I 15. FOR CAST IN PLATES SEE DRAWING S502 P1 o I, , + , + , , + + , , + , , + , , I P25 , Q�� FRAMING (TYP)L— ———— I 16. FOR TYPICAL DETAILS REFE72 TO DRAWING S501 I I I I I I I I I I I I I I I I I I I I I I I i II I I I I I I I I I I I I +I P9 I+ + + + + + + + + + + + I P26 - I I I I I I ( I I I I I I I I I I I ( I I NO. REVISIONS DATE BY - P31 I I—SPINKLER UNE,(W-0.35 kN/m) 0 JOIST 1ST PMdL POINT , — '— —I i i — '—I— i -- ' — I— ' J +I 13 P6 IP5 P4 P3 P2 P1 W36Dx33 S5� 8432 � I 4.80 kN/m2 I I I �� I 4015 ( ( + r� i. ,. P8 P7 - Q� --- 4 ' P32 � I P33 PROJECT: F4115 / P41 c100x1; + �+ ;/ BOWMANVILLE FRAMING,(TYP) , I COMMUNITY PARK D I I INDOORSOCCER FACILITY I AND LACROSSE BOWL P34 �3 17 17 I $ 2375 BASELINE ROAD �I I S502 P P 7 �+ I CLARINGTON . P40 P39 415 38 IMILAR 3 _ + i � � MUNICIPALITY OF G — — — — — — — — — — — — — — — — — — 12,70 00 — DRAWING: 3740 I 1.60 kN/m2 x W15oxrt I P36 +O '� 3C ' ' , ' BELOW FRAMING ROOF F RAM I N G PLAN L76x76x6 — — Mc W2OW27 Mc I W200x27 I I — O-- I I P35 — ——— — V-ki, PROVIDE 8mm THICK CAP SJOZ — 140017 PLATE OVER COL �OESSIO)yg4�SEE ARCH DWG FOR DIM 00x27 . SIT m 42725705 7° W I I I I I I CE of O�PQ 141 . BARRY-BRYAN DESIGN BY: DO CONTROL CONTRO ASSOCIATES LS DATE Q (1991) LIMITED DRAWN BY: x COMPLEE: 7x 7y 8X 8y 9y 9X Architects MER Engineers CHECKED BY: INnVL- Landscape Architect LS Project Managers DATE: 11 Stanley Court,Unit 1 MAR 2004 Whitby Ontario L1 N 8P9 SCALE: Tel: (905)666-5252 1:100 D+ Fax: (905)666-5256 e-mail: bba @bba-archeng.com FILE: 031445202 PROJECT NO: DRAWING NO: 03144 S202 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE 50 WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. CHAMFER DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. 9 8 8 7 7 6 6 5 7536 INSIDE DIMENSION 7175 7175 7175 Leadin the Way 7488 OUTSIDE DIMENSION NO. ISSUES DATE BY i 1 FOR TENDER do BUILDING PERMIT 08R 04 LS 4251 3025 3025 1063 1937 3025 2213 787 3025 3025 338 2662 3025 1486 T.O. PANEL 8832 T.O. STEEL 1 — — — — — — — — — — — — — — — — — — — - — — — — — 8432 boo D 13 — 13 13 13 E3 E3 1 M D ILI El 0 1 1200 2988 1200 2988 1200 2988 1200 2988 1 319 702 L 1517 1517 1517 1517 406 15 298 D 1517 1517 1517 1517 1173 Ilk d T-1517 1517 1517 1517 790 1060 1491 1491 1491 1491 _ T.O. STEEL 4015 r — r--I r---1 — I L J E L-J E L_J E L_J E L E L_J E L_J E L-J E L_J E L-J E L E L-J E L_J E N L_J E L_JE L_J E L-J E L_J E L_J E E L_ r r-1 r-i r-1 r-i r-i r-i r-i r-i r-i r r-1 rI r-i r-i r-1 r-1 r r-1 r I L LJ LJ LJ ` LJ LJ LJ LJ LJ ' LJ L LJ L-1 LJ LJ LJ LJ LJ LJ LJ F F F F F F F F F F F F F F F F F F F F Ip o � I ry 2-15M E.F. 2-15M E.F. 2-15M E.F. 2-15M E.F. LJ LJ LJ LJ ° 1550 4800 1187 4800 1187 4800 1187 4800 � ol 1 UJI LJ LJ N � I 3 aR a I D 2 00 500 2 00 500 500 2 500 500 500 H g — H H H H H H H — — — H g H H — — T.O. SLAB BOTTOM OF PANEL OPTION A i I — 1 — -� — — ' ' I i I !I _ 1 t�] 1 1 1 I _ _ 1 I- 1 1 I I I 1 — — — —I — �1 T.O. SOCCER FIELD 4-15M E.F. 4-15M E.F. 4-15M E.F. 4-15M E.F. BOTTOM OF PANEL P1 P2 P3 P4 PANEL REINFORCING: I I PANEL REINFORCING;I • NG. I PANEL REINFORCING: I PANEL REINFORCING: 15M 0 450 V E.F. 15M 0 450 V E.F. 15M 0 450 V E.F. 15M 0 450 V E.F. 10M 0 450 H E.F. 10M 0 450 H E.F. 1 O 0 450 H E.F. 1 O 0 450 H E.F. PANEL THICKNESS - 225 PANEL THICKNESS = 225 PANEL THICKNESS - 225 PANEL THICKNESS - 225 OPTION 1. BOTTOM OF PANEL -200 FROM FIN SLAB 1�BOTTO OF PANEL -200 FROM FIN SLAB 1�N OF PANEL -200 FROM FIN SLAB 1�BOTrOM OF PANEL -200 FROM FIN SLAB 2. ADD TYPE H PLATES -50 FROM FIN SLAB 2. ADD TYPE H PLATES -50 FROM FIN SLAB 2. ADD TYPE H PLATES -50 FROM FIN SLAB 2. ADD TYPE H PLATES -50 FROM FIN SLAB 3. DELETE DOWELS FROM PANEL AT THE BASE 3. DELETE DOWELS FROM PANEL AT THE BASE 3. DELETE DOWELS FROM PANEL AT THE BASE 3. DELETE DOWELS FROM PANEL AT THE BASE 5 4 4 3 3 2 2 1 7175 7175 7175 7537 1512 3025 2638 362 3025 3025 763 2237 3025 1913 1087 3025 3025 L 400 01 Ilk — — — — — T.O. PANEL 8832 T.O. STEEL — — — — — — — — — — — — — — — — — — — — — — — — 8432 NO. REVISIONS DATE BY D —[ IF — — �]F — — — F — — E3 — — --El — — — — —�-- — — 8 F F F — °n M D pg 1200 2988 1200 2988 1200 2988 1200 3350 Rl PROJECT: 133 1 1509 1434 11 DI BOWMANVILLE r — — T.O. STEEL 4015 COMMUNITY PARK L_J E L_J E r INDOOR SOCCER r-1 r-i D Ll� I AND LACROSSE BOWLLITY I LJ LJ p F F I I I 2375 BASELINE ROAD I � o I MUNICIPALITY OF CLARINGTON r L1 I D DRAWING: 1187 2425 I I ^ TILT UP PANEL DL LJ I I ELEVATIONS I I 500 4 2 00 1 I 1430 500 D Ilk 300 11 nH H I I H H _ _ _ _ — — — — — — T.O. SLAB 0.0 FESSiO BOTTOM OF PANEL OPTION A 1 I I i � 1 �— I I 1 i I 1 � I — �o �Vqr ' -200 L 1 I— —� — 1 — — T.O. SOCCER FIELD pe F LU 1 1 J 1 1 �—t -lL — I 1 —I 1 _L L 1 L 1 1 � • 'L m I BOTTOM OF PANEL -3 .4272 5 LJ i Q — — — — — — — .o �O • � �0`�NCE OF P 5 P6 P7 P8 BARRY- BRYAN DESIGN BY: DOC CDNML: ASSOCIATES LS DATE PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: (1991) LIMITED DRAWN BY: a CoMaLM: 15M 0 450 V E.F. 15M 0 350 V 15M 0 350 V 15M 0 350 V MER 10M 0 450 H E.F. 1 O 0 400 H 1 O 0 400 H 10M 0 400 H Architects PANEL THICKNESS = 225 PANEL THICKNESS = 225 PANEL THICKNESS = 225 PANEL THICKNESS = 225 Engineers CHECKED BY: INMU OPTION Landscape Architect LS 1. BOTTOM OF PANEL -200 FROM FIN SLAB Project Managers DATE: 2. ADD TYPE H PLATES -50 FROM FIN SLAB 11 Stanley Court,Unit 1 MAR 2004 3. DELETE DOWELS FROM PANEL AT THE BASE Whitby Ontario Li N 8P9 SCALE: Tel: (905)666-5252 1:50 D1 Fax: (905)666-5256 e-mail:bba @bba-archeng.com FILE: 031445301.305 PROJECT NO: DRAWING NO: 031441 S301 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. T 250E E D D C C B , , , , , 1 6851 1 6637 6850 6850 ,800 ,600 ,800 1800 1600 ,800 1800 Leadin the Wa ,600 — 1 — — ---� — — — �-B-- — — ----�B — — — —B — y gw NO. ISSUES DATE BY —fie — e B 1 FOR TENDER do BUILDING PERMIT APR 08 8432 D I g g g D 0 1200 2825 1200 2825 1200 2825 lo 0 I D 9 C N N N N N N N N N N KCf N pp g Q �1' Q N O O 0 CD � �5 � LL: 25 1187 4475 � S r�5 D 8 8 2-15M E.F. _ � : u� 0 1200 1188 2-15M E.F. 2-15M E.F. 1167 1015 D I I I I '` 1187 1, 4475 1188 1187 11 4475 1187 RE OPENING D FUTURE i REINFORCE WITH 152 xMW 18. 16.7 N I I FUTURE OPENING DISCONTINUE AT PERIMETER I I REINFORCE WITH 1 xMW 18.7xMW .7 DISCONTINUE R AT PERIMETER I — — T.O. SLAB 0.0 �- - — — — — — — — — — — — — — — — — — — — — T.O. SOCCER FIELD N 0 0 0 3-15M E.F. •o^r 3-15M E.F. tO 3-15M E.F. `O _ _ BOTTOM OF PANEL I %I -1050 I 1 P12 P9P10 P 11 PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: 15M 0 450 V E.F. 15M 0 450 V E.F. PANEL REINFORCING: 15M 0 450 V E.F. 10101 0 450 H E.F. ,OM 0 450 H E.F. 15M 0 450 V E.F. 10M 0 450 H E.F. PANEL THICKNESS = 225 PANEL THICKNESS = 225 10M 0 450 H E.F. PANEL THICKNESS = 225 PANEL THICKNESS - 225 B A 1 2 2 3 3 4 1� t 1 1 7538 7175 7175 6837 I 362 400 3025 3025 1087 1912 3025 2237 762 3025 3025 70 1800 18D0 T.O. PANEL 9432 — —� T.O. STEEL B _ u NO. REVISIONS DATE BY F — — e— — — — 3 — — — �]F — — 13 —B — — — — — — --Q F -- — F D D 0 0 3001 L I � 8 8 D D PROJECT: 1200 2987 1200 2987 1200 2987 2325 ,20o BOWMANVILLE N D E D COMMUNITY PARK o o INDOOR SOCCER FACILITY g I I AND LACROSSE BOWL � N r 2375 BASELINE ROAD Q MUNICIPALITY OF CLARINGTON 2-15M E.F. aS ----------- D D n DRAWING: 1188 3475 1015 1171 TILT UP PANEL I I I ELEVATIONS FUTURE OPENING r REINFORCE WITH 1 152x 8.7xMW 18.7 8 D D DISCONTINUE R AT PERT T.O. SLAB — 0.0 eQOfESSIONg4� T.O. SOCCER FIELD SIT E.F. m —' � 3-15M — — — -- — — — — — — — — — — — — —.r _ BOTi0 OF PANEL 42725705 -1050 — — — BOTTOM OF PANEL -1325 . . ,�,P,� • ONCE OF O BARRY- BRYAN DESIGN BY: DOC CONRDU P13 P14 P15 P16 ASSOCIATES Ls PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: (1991) LIMITED DRAWN BY: x COMPLETE. 15M 0 450 V E.F. 15M 0 300 V 15M 0 300 V 15M 0 300 V Architects MER 10M 0 450 H E.F. 10M 0 250 H IOM 0 250 H 10M 0 250 H PANEL THICKNESS = 225 PANEL THICKNESS = 200 PANEL THICKNESS - 200 PANEL THICKNESS = 200 Engineers CHECKED BY: INmu Landscape Architect LS Project Managers DATE: 11 Stanley Court,Unit 1 MAR 2004 Whitby Ontario L1 N 8P9 SCALE: Tel: (905)666-5252 1:50 D1 Fax: (905)666-5256 email: bba @bba-archeng.com FILE: 03144S301-305 PROJECT NO: DRAWING NO: 03144 S302 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED 4 UPON REQUEST. REPRODUCTION DRAWINGS IN PART WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED j 1 1 1 1 1 1 1 1 AND SEALED BY THE CONSULTANT. 7175 7175 7175 7175 i I I 2637 3025 1525 1487 3025 2662 337 3025 3025 787 2212 3025 1937 01 e— 01 i T.O. PANEL 9432 Leadin the Wa T.O. srEa 9032 NO. ISSUES DATE BY 1 FOR TENDER do BUILDING PERMIT ogR04 LS In I n —13— — — [� — — — �]F — — --13 — — — — --�— 13 — — --E]F — — F — — — — -- — — F — I I i � s s r 1200 2987 1200 2987 1200 2987 1200 2987 n 0 i i I i m ^ cm — — — — — — — — — — — — — — — — — — — — — — — — — T.O. SLAB 0.0 T.O. SOCCER FIELD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —380 BOTTOM OF PANEL —1325 I P17 P18 P19 P20 PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING- PANEL REINFORCING: 15M 0 300 V 15M 0 300 V 15M 0 300 V 15M 0 300 V 10M 0 250 H 10M 0 250 H 1 O 0 250 H 10M 0 250 H PANEL THICKNESS 200 PANEL THICKNESS . 200 PANEL THICKNESS = 200 PANEL THICKNESS - 200 8 9 A B C C D I 1 350 I I I I 1 s - 7537 8138 1287 1 1 5550 6850 1 1062 3025 1 3025 A425 1800 I 1800 1800 1800 9432 T.O. PANEL — — _ 1 1800 T.O. STEEL ----13B — B — — _ 3 B — — — h ,17 NO. REVISIONS DATE BY - -$-- - - ---$F D D 7771 8 N N �" r r D D % L Ll X. C3 3437 1200 2170 1200 2812 1200 PROJECT: 1200 3175 I Ile 4 151 BOWMANVILLE D D 1401 1476 1476 1476 1476 831 620 1476 10 1476 11 1476 1, 501 919 1445 1445 1445 1445 COMMUNITY PARK-71 c., _ _ S� _ _ _ + _ _ _ _ ro _ T.O. STEEL_ 4015 ry ° ^ r=� r—� r—� N r—� r—� r—� r—� g r—� r—� r—� r=� r—� r—� r— °' INDOOR SOCCER FACILITY 1 1 125 L_J E L_J E L_J E L_J E I L_J E L_J E L_J E �+ L_J E L_J E L_J E L_J E L_J E L_J E EL_ AND LACROSSE BOWL r-i r-i r-I r-I r- r-1 r-i r_1 u� r-I r-I r-I r-i rn r-1 D LJ F LJ F LJ F LJ F LJ F LJ F LJ f LJ F LJ F LJ F LJ F LJ F LJ F F LJ w N 2375 BASELINE ROAD D D 2-15M E.F. 1227 4420 MUNICIPALITY OF CLARINGTON 2-15M E.F. 2-15M E.F. 1015 3267 1 I 555 1015 1780 3600 DRAWING: m D D D F 4 U3 U.) 31 TILT UP PANEL ELEVATIONS � D D D � 0 1187 1015 2200 _ 0.0 T.O. SUMS — _ — — — 200 00 — 200 — — 00 _.500 — 200 — — — .500 — _ — — — T.O. SLAB 0.0 Q�DFESSIpN�` r-500 e_ o> T.O. SLAB H H H H H H 8 H '� H H H H H H H T.O. SLAB _ —r — — — r >— — — � — ��— — ra — F:4- — — BD OF PANEL ON L- I LJ I LIJ I I I S I I I LJ I LJ I J L� LJ "' LJ LJ I J I LJ IJ L i — H + I — I —+ — 4! it ���...•//// –58 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I vv o + S,T �. 427L.25705 I �1 1 I I I I I � I I I I I 2076 3-15M E.F. 9 P -1325 _BOTTOM OF PANEL_ — BOTTOM OF PANEL ,o '4 T \p 0`�NCE OF OAP BARRY- BRYAN DESIGN BY: oOC co�DU P21 P22 P23 P24 ASSOCIATES Ls °�'�� PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: 15M 0 300 V 15M 0 450 V E.F. 15M 0 450 V E.F. 15M 0 450 V E.F. t OM 0 250 H 10M O 450 H E.F. 10M 0 450 H E.F. 10M O 450 H E.F. Ar 99e)tLIMITED DRAWN BY: ��P�. PANEL THICKNESS = 200 PANEL THICKNESS = 225 PANEL THICKNESS - 225 PANEL THICKNESS = 225 MER wma�: Engineers CHECKED BY: Landscape Architect LS 11. BLOTTO OF PANEL -200 FROM FIN SLAB ,�1�TOM OF PANEL -200 FROM FIN SLAB 1�M OF PANEL -200 FROM FIN SLAB Project Managers DATE: 2. ADD TYPE H PLATES -50 FROM FIN SLAB 2. ADD TYPE H PLATES -50 FROM FIN SLAB 2. ADD TYPE H PLATES -50 FROM FIN SLAB 11 Stanley Court,Unit 1 MAR 2004 3. DELETE DOWELS FROM PANEL AT THE BASE 3. DELETE DOWELS FROM PANEL AT THE BASE 3. DELETE DOWELS FROM PANEL AT THE BASE Whitby Ontario L1 N BP9 SCALE: Tel: (905)666-5252 1:50 DI Fax: (905)666-5256 e-mail: bba @bba-archeng.00m FILE: 03144S301-305 PROJECT NO: DRAWING NO: 03144 S303 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. D E E C a rl lEff F Leadin the Wa 1 1 1 250 8850 6837 NO. ISSUES DATE BY 1800 1800 1800 1600 1 FOR TENDER & BUILDING PERMIT 08R04 LS — _ _ B —Ely _ _ _ _ — T.O. STEEL 8432 I,, D I 9 9x A 6 I I I LA 8074 D 377 6375 298 999 2757 1200 2765 1200 782 1599 1601 1599 541 795 1628 1476 1476 1476 1476 1331 1508 1508 1508 996 6 1476 1476 1476 14 445 I T.O. PANEL OIL. D — _ — 4415 _ _ _ _ —T.O. STEEL T.O. STEE 4015 _ — — a r r r r F r r — � r r I H �H H E E E E E 4115 L_J E L_J E N L_J E L_J E L_J E L_J E L_J E L_J E i r r-I r-i u� r-i r-I rn v� r-I r-1 K L_J N 1 El ❑ ❑ ❑f 1 ❑ ❑ ❑ ❑ I ❑ LJ t- LJ N LJ LJ LJ N LJ LJ 1 F F F F F F F F F F F F F F F as D D D ❑ D 1172 4420 1117 4420 Q 2-15M 2-15M E.F. 2-15M E.F. � � � ^� 850 500 550 500 I I I LJ Ld UJI 'A) D D D ❑D 31 �, ,� 3600 J 1074 J!, N g � N N D D D D � � � � � T.O. SLAB 0.0 — — H H 1 — r� — — H — HrT — H�— Hr� —a H H - - ----�1 I I IL I I L-1 I BOTTOM PANEL OPTI A L J I I L J I I LIJ I N I L J I I L — — — — — — — — — — — — L J I I Li g PANEL — I ' — -�—t — I I —i — -200 — N — — — T.O. SLAB 1954 ' TOP OF RAMP lid TTOM OF PANELJ 3-15M ^ BOTTOM OF PANEL –1325 I I I I I I P25 P26 P27 P28 PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: 15M 0 450 V E.F. 15M 0 450 V E.F. 10M 0 250 V 10M 0 250 V 1 O O 450 H E.F. 10M 0 450 H E.F. IOM 0 300 H IOM 0 300 H PANEL THICKNESS - 225 PANEL THICKNESS - 225 PANEL THICKNESS - 275 INSULATED PANEL PANEL THICKNESS - 275 INSULATED PANEL OPYTION oFnONA I- BOTTOM OF PANEL -200 FROM FIN SLAB 1. BOTTOM OF PANEL -200 FROM FIN SLAB 2. ADD TYPE H PLATES -50 FROM FIN SLAB 2. ADD TYPE H PLATES -50 FROM FIN SUB 3. DELETE DOWELS FROM PANEL AT THE BASE 3. DELETE DOWELS FROM PANEL AT THE BASE C D E E F 1 10144 1 3282 I 9419 12 9363 3568 2275 2331 4731 0 ,n 1 911 1476 1476 1476 1445 1445 1190 I 488 1476 1476 1476 1476 1110 1410 01 1445 10 1445 T.O. PANEL 4415 NO. REVISIONS DATE BY T.O. STEEL LJ DE DE DE DE — � E DE DE DE E E E E E DE DE DE DE K " H 4115 ❑ ❑ ❑ ❑ I ❑ o� ❑ ❑ F LOCATE PLATE[ I ❑ ❑ ❑ ❑ 1 F F F F F N f F TOPEN OPENING F F F F `� F F F F `� F D 1508 1508 1508 1508 994 1101 1015 1785 2000 1200 1015 OL, 1302 OL 1457 2000 2400 2000 2287 488 1, 1015 1185 2000 2000 10 2000 L 675 I � I D g PROJECT: D BOWMANVILLE o COMMUNITY PARK 1336 INDOOR SOCCER FACILITY N C4 AND LACROSSE BOWL —380 SUB 1 N g I 1 1 1 1 I 1 1 1 1 I S I 1 1 1 1 1 1 1 1 T.O.. — I I I I I i I I "' I I I I 1 i 1 I I I 1 1 1 1 I I I I I 1 I I I 1 1 I I I 2375 BASELINE ROAD I — — 1 — I 1 — 1 I — I i — 411 - I ( I I I 1 I 1 1 1 I I I I I f 1 1 1 1 = I I N MUNICIPALITY OF CLARINGTON r- 1 1 I I I I I I I I 1 ^ I I 1 1 1 I 1 BOTTOM OF PANEL -1325 DRAWING: TILT UP PANEL P29 P30 P31 ELEVATIONS PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: 10M 0 250 V 10M 0 250 V 10M 0 250 V 1 O 0 300 H 1 O 0 300 H 10M 0 300 H PANEL THICKNESS = 275 INSULATED PANEL PANEL THICKNESS - 275 INSULATED PANEL PANEL THICKNESS - 275 INSULATED PANEL QPOFESSIONq' F 2 Z o I... SIT m 42725705 'INCE OF O BARRY- BRYAN DESIGN BY: DOC CONTROL: DATE ASSOCIATES LS (1991) LIMITED DRAWN BY: x CoMPLEM Architects MER Engineers CHECKED BY: INn1AL- Landscape Architect LS Project Managers DATE: 11 Stanley Court,Unit 1 MAR 2004 Whitby Ontario L1 N SP9 SCALE: Tel: (905)666-5252 1:50 DI Fax: (905)666-5256 e-mail: bba @bba-archeng.com FILE: 031445301-305 PROJECT NO: DRAWING NO: 03144 S304 1 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. 21 ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE 2981 9464 8995 COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. LIM N N N AND SEALED BYNOE TOBEU USED FOR CONSTRUCTION UNTIL SIGNED 3002 U 9458 8941 47 47 9x Gx Gx 9x • 3002 9484 8995 INSIDE DIMENSION OUTSIDE DIMENSION OUTSIDE DIMENSION 2981 9458 8W OUTSIDE DIMENSION INSIDE PEON INSIDE DIMENSION Leading tv9w 2751 300 4600 1755 2007 1463 1463 1463 788 45 730 1600 1600 1600 1600 1600 727 NO. ISSUES DATE BY 2000 1 _ — T.O. PANEL 4415 1 FOR TENDER & BUILDING PERMIT 08R04 — — _ — — — — T.0 STEEL 350 _ _ 2-15M T HOOKED _ _ — — 2-15M T HOOKED _ 350 — — — T.O. STEEL -- — — E — — — — 4115 H —❑ H —$ H H ❑—H H I 4145 —❑ E 1:3 E ❑ E E �E 4145 E ED F , ❑ F D c 2-15MT D Dr 8 ❑ D ❑ F ❑F 0 0 ❑F ❑F D I ❑ D 11 1:1❑F ❑F ❑F ❑F ❑D g 555 1357 1355 1333 2330 D ❑D F F I F F D❑ r D ` S t000 72 1000 8 gg C14 N N 3 267 0 .- g D 'n D` u� D D T.O. SLAB 0.0 I I 1 1 1 1 1 1 1 I I I I 1 1 I 1 I 1 1 I 1 I 1 1 I 1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 i i I 1 1 1 1 1 1 1 1 1 I 15M 0 300 400 1 1 I 400 15M 0 300 BOTTOM OF PANEL -1325 P32 P33 SOUTH ELEVATIO P34 P35 PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: IOM 0 250 V 10M 0 250 V 10M 0 250 V 10M 0 250 V IOM 0 300 H 10M 0 300 H 10M 0 300 H 10M 0 300 H PANEL THICKNESS = 275 INSULATED PANEL PANEL THICKNESS = 275 INSULATED PANEL PANEL THICKNESS - 275 INSULATED PANEL PANEL THICKNESS = 275 INSULATED PANEL 34 9123 2905 6865 125 125 N N N 2932 6899 7 2932 2197 9 8 7 10540 6 0. INSIDE DIMENSION 6699 INSIDE DIMENSION 2473 525 2905 1 6885 OUTSIDE DIMENSION OUTSIDE DIMENSION 9123 ol 33 4785 20 250 1 665 1600 667 1299 1517 1517 1517 1289 1517 1517 1517 1517 1517 — — T.O. PANEL 4415 1517 T.O. STEEL T.O. STEEL _ — 1 — — —^ — — — — -I — 4145 � I 4115 tl= — — — "' — --^ 3911 H H I ❑ E E ❑ E ❑ E E ❑ E DE ❑ E �jE °�° DE E❑ ❑ E E E E E E E D ❑ ❑ D ❑ ❑ ❑ ❑ ❑ I I ❑ ❑ I I F i, r _ 11 11 F F °I I F F F F F — �}, -- F F -- �+, —�h M — ❑F F❑ � ?t — ❑F F F F F F F SEE SECT 11 c g LJ -- --�tt=- i do 17 ON S502 M i I ® 517 1517 1517 1491 1491 i� I iJ 1 2287 M 2850 M h 850 3135 1 2800 2363 2 I I I I ° °I I ° 2337 2750 1182 2143 710 I- A -1 1 .I 1465 1400 2000 2000 1800 876 11 PLATES LOCATED ON NORTH FACE I-- N D I D N I I N N — I I 1 1 1 I 1 I 1 1 1 I 1 I I 1 1 1 t I I 1 1 I I 1 I 1 1 I I 1 1 1 1 I 1 1 I I I I 1 NO. REVISIONS DATE BY 1 I I 1 1 ! I 1 1 1 � 1 i i 1 I 1 1 11I I 1I1 1 I Q 1 1 1 I I I I 1 I I 1 I I 1 1 1 I I 1 a6 I I __,BOTTOM OF PANEL -to5o P36 P37 P38 P39 PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: PANEL REINFORCING: 10M 0 250 V 10M 0 250 V IOM 0 250 V 10M 0 250 V I OM 0 300 H 10M 0 300 H 1 OM 0 300 H 1 OM 0 300 H PANEL THICKNESS = 275 INSULATED PANEL PANEL THICKNESS = 275 INSULATED PANEL PANEL THICKNESS = 275 INSULATED PANEL PANEL THICKNESS - 275 INSULATED PANEL PROJECT: 5 F BOWMANVILLE 4 COMMUNITY PARK 2 INDOOR SOCCER FACILITY 7974 AND LACROSSE BOWL 1216 1491 1491 1509 1509 1783 786 1600 1600 1600 1600 768 2375 BASELINE ROAD T.O. PAN MUNICIPALITY OF CLARINGTON _ 350 T.O. STEL E _ — ❑_ — _❑ _ T.O. STEEL — — ED ❑ E � E ❑ E � ❑ E 4115 — — H H H H H 4015 ❑ ❑ ❑ 1:1 0 D❑ D ❑ ❑ ❑ ❑ D DRAWING: F F F � F F F F F F LLJ 0 3990 o TILT UP PANEL L 5w ® ELEVATIONS :::::� I CD D❑ D 127 D 1900 975 � OFESSIO 1499 2000 N rn D D D _U L. SIT M 42725705 7 0 — — — — — — — — — — — T.O. SLAB 0.0 : : ♦ 9 NCE OF O P\ 1 I I I I I I 1 I 1 I I I I 1 1 I I 1 I I T.O. SOCCER FIELD — 1 BARRY-BRYAN DESIGN BY: DDC CORML: ASSOCIATES DATE (1991) LIMITED DRAWN BY: XCDMPLM: _ — —BOTTOM OF PANEL -1325 Architects MER Engineers CHECKED BY: iNm^L Landscape Architect LS Project Managers DATE: P40 P41 11 Stanley Court, Unit 1 MAR 2004 PANEL REINFORCING: PANEL REINFORCING: Whitby Ontario L1 N 8P9 SCALE: 10M 0 250 V 10M 0 250 V Tel: (905)666-5252 1:50 D1 10M 0 300 H IOM 0 300 H Fax: (905)666-5256 PANEL THICKNESS - 275 INSULATED PANEL PANEL THICKNESS - 275 INSULATED PANEL e-mail: bba @bba-archeng.com FILE: 03144S301-305 PROJECT NO: DRAWING NO: 03144 S305 _ ._._._. ....._._...______._. CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE 15M DOWELS 0 600 C/C 530 WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. TYPICAL 530 I DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. GENERAL CONCRETE -X x X X x X x X x 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE ONTARIO BUILDING CODE, LATEST EDITION AND 1. CONCRETE CONSTRUCTION SHALL CONFORM TO CSA A23-M SERIES 152x152 MW18.7xMW18.7 (TYP) ROOF OR FLOOR THE OCCUPATIONAL HEALTH AND SAFETY ACT/REGULATIONS FOR 2, MAXIMUM AGGREGATE SIZE 20 mm, MAXIMUM SLUMP 150mm z ROOF OR FLOOR CONSTRUCTION PROJECTS. �x x x x x x x ^ BEAM OR JOIST BLOCK INFILL I CONC. S 2. SITE VERIFY ALL DIMENSIONS AND LEVELS. 3. EXTERIOR CONCRETE SHALL HAVE 6X f 1X ENTRAINED AIR N SEE PLAN SHOWN ON ARCH DWGS x u� 3. THE SAFETY OF ALL CONSTRUCTION WORK M OR ABUT THE SITE 4. THE CLEAR DISTANCE BETWEEN REINFORCING STEEL AND SURFACE OF _ C^., Leading the �a INCLUDING BRACING OF ALL FREE STANDING WALLS SHALL BE THE SOLE Ste- �� UNLESS NOTED OTHERWISE. I - • RESPONSIBILITY OF THE CONTRACTOR OWNER. ALL RULES AND EXPOSED NOT EXPOSED = 25x3 ADJUSTABLE x • • • ,r,� STRAP 0600 C/C REGULATIONS OF THE W.C.B. SHALL BE STRICTLY ADHERED TO. - -- w SLABS 40 112 1/2 25 1 TO TOP AND BOTTOM BAR _' NO. ISSUES DATE BY WALLS 40 1 /2; 25 �1� TO BAR x _ L76x76x6 O WALL PANEL APR 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONC PIERS 50 TO MAIN STEEL - 200E MAX 102x76x6 ANGLES (LLV) 102x76x6 ANGLES (LLV) 1 FOR TENDER BUILDING PERMIT 04 LS DIMENSIONS. ANY ERRORS OR OMISSIONS MUST BE REPORTED TO THE FOOTINGS 75 3 TO MAIN STEEL I _ 150 LONG WELD TO STEEL �' 150 LONG 0 2000 MAX ENGINEER IMMEDIATELY. WORK MAY NOT PROCEED UNTIL INSTRUCTIONS - ARE RECEIVED FROM THE ENGINEER. SEE DRAWING S304 0 S305 FOR PANEL 25 CLEAR ALL FRAMING OR SUPPORT EACH SIDE STAGGERED. 5. REINFORCING BAR LAPS SHALL BE 3OX DIAMETER FOR DEFORMED BARS. x - AROUND ANGLE ANGLE WELD TO STEEL FRAMING 5. DO NOT SCALE DRAWINGS. I = • REINFORCEMENT 6. ALL REINFORCING STEEL SHALL BE DEFORMED HARD GRADE BILLET STEEL s TYP SECTION AT DOORS 6. ANY APPARENT DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS CONFORMING TO CSA G30.18 GRADE 400 x _ S501 PROCEED OR MANUFACTURER'S SPECIFICATIONS AND APPLICABLE CODES MUST BE 7. WELDED STEEL WIRE FABRIC, PLAIN TYPE CONFORMING TO CSA G30.5 - SEE ARCH DWGS FOR REVEAL, CHAMFER REPORTED TO THE ENGINEER IMMEDIATELY. WORK SHALL NOT PROC _ UNTiL INSTRUCTIONS ARE RECEIVED FROM THE ENGINEER. 8. STRUCTURAL GROUT SHALL BE NON-SHRINK, NON METALLIC M-BED STANDARD x = AND INSULATION DETAILS UNDERSIDE OF STEEL FRAMING UNDERSIDE OF STEEL FRAMING 7. ALL STRUCTURAL DRAWINGS S BE READ IN CONJUNCTION WITH PREMIX BY sTERNSON OR APPROVED EQUAL SHALL I FRAMING AT RIGHT ANGLES TO WALL FRAMING PARALLEL TO WALL 600x600 CORNER ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. 9. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CONSULTANT FOR x _ • DOWEL SAME SIZE 600 AS FOOTING BARS RENEW SIX (6) COPIES OF REINFORCEMENT SHOP DRAWINGS INCLUDING I - CONNECTION, ANCHORS, ELEVATIONS AND DETAILS STRUCTURAL STEEL 10. ALL CONCRETE REINFORCEMENT MUST BE PROPERLY CHAIRED WITH APPROVED 1 275 a as Q a a BAR SUPPORTS. a 11. BAR SUPPORTS SHALL BE MADE OF PRECAST CONCRETE BLOCK, PLASTIC OR 1. ALL MATERIAL SHALL CONFORM TO CSA G40.21 GRADE 35OW WIDE WIRE BAR SUPPORTS OVER 200mm IN HEIGHT SHALL BE MADE OF BENT OR a RANGE AND HOLLOW STRUCTURAL STEEL MEMBERS (CLASS H) AND WELDED STEEL BAR. FOOTING a PS GRADE 30DW CHANNEL. ANGLE AND PLATE MEMBERS ,2. BAR SUPPORTS SHALL BE SUFFICIENT IN NUMBER AND IN STRENGTH TO 63� TYP INSULATED TILT-UP WALL REINFORCING DETAIL ze ROOF OR FLOOR FOOTING 2. FABRICATION, ERECTION AND WORKMANSHIP SHALL CONFORM TO PREVENT DISPLACEMENT BY WORKERS OR EQUIPMENT BEFORE AND DURING 5501 1:10 REINFORCEMENT a CSA S16.1 PLACEMENT. 3. ALL WELDING SWILL CONFORM TO CSA W59 AND SHALL BE 13. MIN CONCRETE STRENGTH AFTER 28 DAYS SHALL BE 25 MPG PERFORMED BY A WELDER QUALIFIED UNDER CSA W47 4. ALL STEEL MEMBERS SHAT BE PANTED WITH ONE SHOP APPLIED 14. ALL FOOTINGS AND WALL SECTIONS SHALL BE AS INDICATED ON THE COAT OF PRIMER. SPOT PRIME ALL WELDED AREAS. DRAWINGS. c z ° 5. REMOVE PANT FILM FROM ALL STEEL. SURFACES TO BE WELDED. 15. REINFORCING SHAD. BE CONTINUOUS AT CORNERS. SPOT PRIME AS REQUIRED. / 16. REBAR FOR INSERTS MUST BE WELDABLE TYPE WiTH CARBON CONTENT NOT 6. ALL CONNECTIONS SHAM BE WELDED, USING E480XX ELECTRODES TO EXCEED 0.5X 2-15M / d ' P A325 HIGH STRENGTH BOLTS. 2 F 102x 6x6 o LV.) 4 a p OR BOLTED USING ASTM x 150 .LONG ANGLES, 17. PROVIDE MINIMUM 2-15M AROUND OPENINGS. ° o 7. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE • • • • WELDED TO JOIST,BOTTOM CONSULTANT FOR REVIEW SIX (6) COPIES OF ERECTION DIAGRAMS AND 18. HORIZONTAL BARS TO EXTEND MINIMUM 600 BEYOND EACH SIDE OF U*_ - - - - _ _ • CHORD 02000 MAX � D ° SHOP DRAWINGS, STEEL MEMBERS, CONNECTIONS, ANCHORS, ELEVATIONS OPENINGS. AND DETAILS. -� - - - - - _ II ii li it i � B. ALL SHOP DRAMANGS MUST BE REVIEWED AND STAMPED BY A x x x AT PARTITION PERPENDICULAR TO JOIST OR BEAM 5 STRIP FOOTING REINFORCING PROFESSIONAL ENGINEER IN THE PROVINCE OF ONTARIO. TILT-UP WALL S501 N.T.S. 1. CAST-IN-HARDWARE LIFTING INSERT HARDWARE IS TO BE SUPPLIED BY MINIMUM 300 LAP LIFTING CONTRACTOR. BRACING HARDWARE IS TO BE SUPPLIED BY LIFTING CONTRACTOR, SEE ARCH DWGS FOR REVEAL, CHAMFER AND INSULATION DETAILS MASONRY 2. CONNECTOR PIN TO CONNECT THE TWO WYTHES OF THE SANDWICH PANELS ° IS TO BE DESIGNED AND SUPPLIED BY LIFTING CONTRACTOR 1. DO MASONRY WORK IN ACCORDANCE WITH CAN A371-94. 3. ALL OTHER CASTAN-HARDWARE IS TO BE SUPPLIED BY THE STRUCTURAL ° FABRICATOR AND INSTATED BY THE PANEL FORMWORK CONTRACTOR. -fix x 'x x x x d x 2. PROVIDE TEMPORARY BRACING OF MASONRY WORK UNTIL PERMANENT STEEL x x do x x x x x$-x x LATERAL SUPPORT IS IN PLACE 4. ALL MISCULiNEOUS CONNECTION PLATES, ANGLES, ETC TO CONNECT d ° 3. MATERIALS SHALL BE KEPT CLEAN AND DRY. CONCRETE PANELS TO OTHER CONCRETE PANELS AND TO THE STRUCTURAL 12 TYP DETAIL AROUND WINDOWS AT INSULATED PANELS d d ° STEEL ARE TO BE SUPPLIED AND INSTALLED IBY THE STEEL FABRICATOR. 9 LATERAL SUPPORT FOR TOP O F MASONRY WALLS 4. CEMENTRIOUS MATERIAL AND AGGREGATES SHALL BE STORED IN 5501 1:10 ACCORDANCE WITH REQUIRE]�IENTS OF CAN A23.1-94 5. SEE TYPICAL. DETAILS FOR ANCHORAGE OF THE ABOVE NOTED CAST-IN 5501 1:20 20x40 KEY HARDWARE. 5. CONCRETE BLOCK-MODULAR CONFORMING TO CSA A165 SERIES-94 CSA STANDARDS FOR CONCRETE MASONRY UNITS. 6. FOR PANELS WITH 2 LAYERS OF REINFORCING: CONCRETE COVER FOR VERTICAL REINFORCEMENT SHAT BE 25mm AT TOP OF 6. H/15/A/M CONCRETE, MASONRY UNITS, AUTOCLAVED AT ALL LOCATIONS PANEL AND 40mm AT BOTTOM OF PANEL. VERTICAL BARS ARE TO BE PLACED 4 TYPICAL CONSTRUCTION JOINT AUTO UNLESS NOTED OTHERWISE AT UPPER TOP LAYER AND LOWER BOTTOM LAYER 2-15M MIN BAR ALL AROUND 15M DI A. BOLTS AT 600 CENTERS S501 N.T.S. 7. SPECIAL UNiTS, CORNER BLOCKS, FILLERS, BOND BEAM AND LINTEL 7. FOR PANELS WITH SINGLE LAYER OF REINFORCING: OPENING OR EQUIVALENT STITCH WELDS TOP BLOCKS AND THE LIKE AS MAY BE REQUIRED. VERTICAL REINFORCEMENT TO BE LOCATED IN CENTRE OF PANEL U.N.O. AND BOTTOM B. PROVIDE 1-15M FULLY GROUTED INTO CORES AT SIDES OF Al 8. REFER TO ARCH DETAILS FOR REVEAL, CHAMFER AND INSULATION 7 OPENINGS IN MASONRY WALLS AND EACH SIDE OF ALL CONTROL JOINTS. 9. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR CAST IN 9. MORTAR MATERAS, AGGREGATE, HYDRATED LIME TO CONFORM TO CSA ELEMENTS 25X OF 6 WIDE SAYVCUT% A179. CEMENT: NORMAL PORTLAND TO CAN3-A5-93 OR MASONRY CEMENT '�� ANGLES THICKNESS Al CANE-AB-93. 10. ANY OPENING IN CONCRETE GREATER THAN 200mm IN ANY DIRECTION ,OPENING / BELOW SHALL BE APPROVED BY THE STRUCTURAL ENGINEER WATER SHALL BE CLEAN, POTABLE AND FREE OF DELETERIOUS AMOUNTS OF \ / ACID, ALKALIS OR ORGANIC MATERIALS. 11. NO CORING OR CUTTING OF CONCRETE PANELS ARE ALLOWED \/ /\ a . d a ° d TYPE 'S' MORTAR SHALL BE USED FOR ALL MASONRY WORK 12. ALL TILT-UP WALL BRACING AND LIFTING DESIGN WITH REQUIRED / \ ° _ REINFORCING AND INSERTS TO BE DESIGNED BY OTHERS. DETAILS AND PLANS / \ _ _ 10 BE PROVIDED TO THE CONSULTANT BARRY BRYAN ASSOCIATES (1991) LTD. 150 MIN. CLEAR SPIN 150 MIN. x x 'x x x ° x x x=e-=-z4 x-�--x Qa X. a x x 10. CONCRETE FILL TO BE 20 MPA IN ACCORDANCE WiTH CANS A23 1 94 ° PLANS TO BE RENEWED AND STAMPED BY A PROFESSIONAL ENGINEER ° ° 4 11. FIRST COURSE OF MASONRY TO BE LAD IN A FULL BED OF MORTAR REGISTERED IN THE PROVINCE OF ONTARIO. d ° ° AND FILL BLOCK SOLID. ALL OTHER COURSES TO BE LAID WITH FACE SHELL 10Mx900 LG d Q d BED AND HEAD JOINTS. DIAG. BAR (TYP) STEEL LINTELS BLOCK LINTELS rT)i TYPICAL SLAB SAWCUT 5501 N.T.S WALL 100 BLOCK 150 BLACK 200 - 300 OPENING/ IIGNESS 140 WALL FOR ONR m 240 WALL BLOCK MAX SP \/ 2 ANGLES 2 ANGLES /\ i-LB9xB9x6 1-L89x89x6 + 1-15M B 1-15M B 2-15M B COCOLUMN/ \ UP TO 1200 89x64x6 1-L89x127x8 2 ANGLES NON SHRINK GROUT ,200 TO 1800 89x64xB 1-L102x69x6 1-L102xB9x6 + 1-15M B 1-15M B 2-15M B NO. REVISIONS DATE BY 1-L127x127x8 2 ANGLES 2 ANGLES 1800 TO 2400 11270274 1-L127x89x8 1-L127x89xB + ---- ---- ---- 1-L127x127x8 NOTES 11 TYP PANEL RE I N F AROUND OPENING 1. PROVIDE PACKING PLATES TO ENSURE EVEN BEARING i FIN. GRADE I I 5501 N.T.S. 2. WHERE UNTELS ABUT SiEEL COLUMNS PROVIDE B9xB9x10 ANGLE SEAT ON COLUMN. AT CONCRETE COLUMNS OR WALLS, ANCHOR SEAT ANGLE TO CONCRETE WITH TWO 19 DIAMETER ANCHORS. I 3. LINTEL SIZES SPECIFIED ABOVE ARE TO BE USED FOR CLEAR SPANS UP TO 2400 IF NOT NOTED ON PLAN FOR PIER DIMENSION 0 REINF. PROJECT: SEE PIER SCHEDULE 4. FIRST DIMENSION GIVEN ON STEEL ANGLES S VERTICAL BOWMANVI LLE 5. LINTEL ANGLES OVER 1800 SHAD. BE BOLTED OR WELDED TOGETHER IN PARS OWSJ OR STEEL BEAM 6. MINIMUM BEARING FOR STEEL LINTELS SHAT BE 150 UNLESS NOTED. COMMUNITY PARK. REFER TO PLAN 4 a 7. FILL VOIDS OF LINTEL BLACK WITH 20 MPG CONCRETE MORRTAR IS NOT ACCEPTABLE. PROVIDE PEA GRAVEL INDOOR SOCCER BOWL FACILITY Ci AGGREGATE IN 100 do 150 LINTEL BLOCKS. Z AND LACROSSE 8. FOR BLOCK LINTELS PROVIDE 200 SOLID BEARING EACH END. Je 9. ALL STEEL LINTELS TO BE HOT DIPPED GALVANIZED. 2375 BASELINE ROAD � � I MUNICIPALITY OF CLARINGTON • • • • • • a DRAWING: FOR JOIST SPACING UP TO 1.8m FOR OPENING LENGTHS UP TO TYPICAL DETAILS (6'-1) USE C150x12 (06x8.2) tm (3'-3' USE 65x65xa s LINTELS FOR NON-LOAD BEARING BLOCK WALLS 2 TYPICAL EXTERIOR FOOTING/PIER DETAIL FOR LARGER REFER TO PLAN ANGLES (2 1/2x2 1/2x5/16' FROM 1 m M 1.8m (3'-3' 10 5501 N.T.S. 5--11' USE C130x10 5501 1:10 (C5x6.7) CONC. FOOTING Of ESSIONq 1200 MIN QQ` Z ° d v L. SIT m LINE OF EQUIPMENT 1. TOP OF ALL TRIMMING STEEL TO BE AT THE ° 42725r05 UNDERSIDE OF METAL ROOF DECK, UNLESS OTHERWISE ° NOTED. '4 7 PRffINISHm FLASHING 2. LOCATION OF ALL MECHANICAL UNiTS AND OPENING ° THROUGH ROOF IS BASED ON INFORMATION SUPPLIED BY BLOCK WALL 75 COVER d d 90L�NCE OF OAP CARRY FLASHING OVER CURB MECHANICAL DRAWINGS. THE STRUCTURAL STEEL • • ROOF MOUNTED FRAME BY CONTRACTOR MUST CONFIRM Al THESE DIMENSIONS AND 600 MECHANICAL CONTRACTOR SIZES WITH THE MECHANICAL CONTRACTOR. OWSJ MUST BE MATCH FTG BARS DIRECTLY ON STRUCTURAL STEEL DESIGNED FOR ADDITIONAL LOADS FROM MECHANICAL BARRY-BRYAN DESIGN BY: ���� UNITS. IF LOCATION OR DUALS VARY FROM THOSE SHOWN ASSOCIATES LS THE STRUCTURAL ENGINEER MUST BE INFORMED AND INSTRUCTIONS RECEIVED BEFORE PROCEEDING WITH THE x x x x x x x x ° d (1991) LIMITED DRAWN BY: z cor�a : REFER TO DETAILS OR STRUCTURAL WORK. .9 Q MER DRAWINGS FOR ROOF OPENING Engineers SUPPORT SIZE 3. THE STRUCTURAL STEEL CONTRACTOR SHOULD SUBMIT La r soap CHECKED BY: INITIAL ERECTION DRAWINGS TO THE MECHANICAL ENGINEER AND ° Landscape Architect LS OR CONTRACTOR FOR APPROVAL OF SIZE AND LOCATION 4. Managers DATE: OF OPENINGS FOR MECHANICAL UNITS. ^ • - 10M O 400 1 d 11 Stanley Court,Unit 1 MAR 2004 Whitby Ontario Li N 8139 SCALE: 1 Tel: (905)666-5252 AS NOTED o, 3-15M 175 400 FILE: 250 e-mail: bba@bba-arrheng.com 03144S5018502 PROJECT NO: DRAWING NO: 6�0ROOF OPENING FOR A/C AND HEATING UNITS SLAB THICKENING UNDER BLOCK WALLS 1 TYPICAL STEP FOOTING 03144 5501 5501 N.T.S. S5O1 1:10 5501 1:20 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE \ \ COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE TYPE B PL 15005000 C/W TILT UP PANEL \ \ WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. 2-150 I I \ \ DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED I I O SOCCER FIELD AND SEALED BY THE CONSULTANT. I DASHERBOARD I II� \ \ 152x152xMW18.7xMW18.7 i r IS"El PE B \ \ ELEVATION FOR INSERT LOCATION TYPE B VARIES \ TOP OF PANG \ \ PROVIDE DEADMAN AS \ \ x x x x x x x x x x x x x 77777, REQUIRED BY ERECTOR - • I i • \\$ \ % OF TILT-WALL Q • \ N \\ \�,\\/ Leading the Wa LJ \�/ L152x152x8 CONTS W/ 100 DEEP SLOTTED HOLES AT ANCHOR 6 76 LOCATIONS NO. ISSUES DATE BY 100 200 \-2-10M CONTS 0 2-1OM CONTS — — — — J APR 7 11 11 ANCHOR C/L 0 EDGE �, $ 1 FOR TENDER & BUILDING PERMIT 08 04 LS% TOP OF N a a a 20M DOWELS VERT 15 TYP LACROSSE BOWL SLAB EDGE DETAIL 8 BRIDGING AS SPECIFIED 0 EA END OF PANG 5502 8 e BY JOIST SUPPLIER 1:10 a� SEE PLAN FOR FOOTING ADD X TYPE BRIDGING BETWEEN END JOISTS s FOOTING DETAIL D 15M 0 300x1200 LG k' S201 1:20 10M 0300 DOWEL h 11_� 15M DOWELS 0300 530 t F 0.0 — TILT UP PANEL TYPE F PLATE i x x x x x x x x x x x x x x x\ x L76x76x6x150 LG 15M DOWELS 0 600 C/C 15M T 0 B rl--- TYPICAL 530 Lr- n--- x x x x 250 I1--- I j 2-15M WALL PANEL x x x x x x x x x x SOCCER FIELD I RECOVER DOWEL AT I ' PANEL FACE AND BEND 6 50 6 TYP. i //// TO SLAB LEVEL 200 200 9 BRIDGING & DECK CONNECTION TO EXT. WALL s201 1:10 (HIGH ROOF) N a 14 SECTION a 19 SECTION s2o1 1:10 TYPE " ° ,soo MAX C/C .� �01 1:10 s 200x12 PLATE L102x102x6 CONTS = 6 0 DOWELS VERT - COW L89x89x6 0 EA END OF PANG TYPE H 100 T.O. ROOF DECK = LU_ SEE PLAN FOR FOOTING il TOP OF STEEL 11 01 1000 TYPE C IOM 0 400 200 1 _ 2oox3oox5o SLAB = 4 FOOTING DETAIL DRY PACK GROUT - BLOCK OUT AT = _ FIN GROUND FLOOR - IN LOCATIONS _ BRIDGING AS SPECIFIED 5201 1:20 _ _ _ I - $ I I � 150 150 = BY JOLT SUPPLIER i TYPE C 7"1 5 75 I 7' 5 75 _ TILT UP PANE �\ i - 3 15M DOWELS O 600 C/C W200x27 TYPICAL 2-15M COW TOP 2_15M CONT. $ o �__ L76x76x6 COW 1OM 0 300 HORIZ 0 VERT E.F. N _� 1 Q ° $ `9 = 'r'-- 530 CONC FOUNDATION WALL TO i3 - MATCH TILT-UP WALL • 200 3 �� o - �-_ 15M CONT F-1 \ 1%(TYP) • x x x x x x THICKNESS. REINFORCE W/ o _ 10M 0 350 H do V E.F. 15M • 400 DOWEL Q1 560 OWSJ TILT WALL PANEL $ 15Ox250x10 PLATE c/w TYPE H _ 5 50 400 BENT EA END - DOWaS TO MATCH VERTICALS TYPE C 2-150 x 100 LG STUDS _ COORDINATE LOCATION BASED SOCCER FIELD • TYPE C g R7s 15Ox2 x 100 LG STUDS - TYPE F BY ON BRIDGING JOIST DESIGNER TION SPECIFIED • SEE PLAN FOR FOOTING SIZE CAST-IN C/W 20Mx2GR°4`17W ROM ,n �13SECTION 200 200 AND REINF IS THE THE SUPPLY RESPONSIBILITY OF THE DW�E " 5202 1:10 STRUCTURAL srm FOR. 8 BRIDGING & DECK CONNECTION TO EXT. WALL THE WELDING OF THE CONCRETE PANEL THE THE FOUNDATION WALL IS THE RESPONSIBILITY OF THE 300 COW L89x89x6 5201 1:10 (LOW ROOF) GENERAL � • p ° �, tl�n ° ° ADD 6ODx600 WWM AT " 18 OPTION 'A' FOUNDATION WALL FOR SECTIONS 2, 3A 4 T.O. STEEL DECK TOP of PANEL POCKET • 5502 1:20 0 END vERT 3ODx3OOx127 DEEP 0 EA END OF PANG LrI-- POCKET ° ° 127 COW L152XI02XB (LLV) SEE PLAN FOR FOOTING c� T.O. 76 DEEP STEEL DECK �__ TOP OF JOISTS rT"'N FOOTING DETAIL ° x S201 1:20 - TILT WALL PANG - 50 50 TOP OF STEEL - r+--_-_ TILT UP PANEL TYPE K 1155M DOWELS 0 600 C/C NO. REVISIONS DATE BY ICAL L76x76x6 COW T.O. STEEL DECK TYPE K 0 JOIST/BEAM CA 2-15M VERT AND HORIZ 300x46Ox12 PLATE c/w x (ADJUST LENGTH TO SUIT = 6-150000 LG HEADED STUDS — • • OPENING) 12 BEAM CONNECTION TO TILT UP PANEL ADD 2-15M ' FIN, x x x x x x � x 2000 LG II L127x127x8x300 LG TYPE M 0 BEAM LOCATION • 5502 1:10 d i i W/2-15M REBAR ANCHOR a II w U 6 I I - ' W200x27 - I - - I I i - 2-15M VERT AND HORIZ L76x76x6x150 LG z = i _ (ADJUST LENGTH TO SUIT TYPE F PL 152x152x12 PROJECT: I I - OPENING) C/W 2-150 x 100 LG LrI ' C1 250x250 SOLID CONCRETE - HEADED STUDS Lr-- 1,162 5 163 T.O. ROOF DECK = o �__ BOWMANVI LLE o L76x76x6 coNr — COMMUNITY PARK " s 50 a INDOOR SOCCER FACILITY I I = a a TYPE F TYPE F n 20M DOWELS VERT AND LACROSSE BOWL 17 CANOPY SECTION ' ° �" END °F Pte` TILT-UP CONC. WALL ,202 1:10 — 300 —. • TYPE M 0 BEAM LOCATION STEEL REINF. NOT SHOWN 3-15M COW 2375 BASELINE ROAD rT� LSSJ CONNECTION TO WALL MUNICIPALITY OF CLARINGTON I"I 300x300x12 PLATE c/w W15Dx22 - 5201 1:10 R 4-15M HOOKED ANCHORS (SEE PLAN) _ (HIGH ROOF) DRAWING: L76x76x6 CDNT L,G2x76xs coNr 75 = 2 FOOTING DETAIL T.O. STEEL DECK = COWIN. LB9xB9x6 ,201 1:20 _ TYPICAL DETAILS T.O. STEEL DECK L76x76x6 VERT 0 - 1000 C/C I, 75 �75 _ _ 150 CONC SLAB OVER TYPE M = = TOP of JOISTS NON TOP OF STEEL -COMPACTED FILL IOM 0 3oox8OO LG r--� - - IOM O 30D B.E.W. I - L76x76x6 coNr ri BEAM CONNECTION TO TILT UP PANEL FROM EXTERIOR S = ,�__ '°� `�"� a °F Sf° <� T.O. STEEL DECK I I '\ _ SLOPE �,Q L76x76x6 CONT W1 50x22 5502 1:10 — — _ TYPE E PL 20000002 - ' C/W 4-150 x 100 LG = Lr== STEEL g 42725705 �' L76x76x6 TIE AT W200x27 ( HEADED STUDS - I i VERT TYPE D PL 15Ox15Dx10 C/W rn - L102x152x12x280 LG 137 138 15M ROWEL c�. ° O O 2-150 x 100 LG HEADED STUDS - '90 Q� W15Ox22 i o o - \ t OM DOWELS WALL PANEL "INCE OF Q41P FANa WALL WIDTH TYPED d = 6 z 0400 C/C I + 75 a o o = '2` BARRY-BRYAN DESIGN BY: D CONTWL: L76x76x6 COW - 8 W1 ASSOCIATES Ls — TYPE E - L76x76x6x15o LG \ 162 163 (1991) LIMITED DRAWN BY: x LbMP : W150x22 I L76x76x6 VERT 0 = MER 1000 C/C 5? S? _ LrL-_= 275 Architects F2 Engineers CHECKED BY: INmAL: I - I L76x76x6 CONT Landscape Architect LS L76x76x6 DIAL 0 VERT I - S DOWELS VERT Project Managers DATE: 0 0 EA END OF PANEL TYPE D $ 11 Stanley Court,Unit 1 MAR 2004 --� R__ c i • " s Whitby Ontario L1 8129 Lr- — 5mm WED ALL AROUND TILT—UP CONC. WALL = 6 200 200 3-15M COW AS NOTED D1 I 1 SEE PANEL ELEVATIONS _ 600 Tel: (905)666-5252 TYPE D — TYPE F e-mail: b a @ba erdhe g.com STEEL TYPE NOT SHOWN = 100 100 100 100 FILE: 03144S501S502 II — I PROJECT NO: DRAWING NO: 1s CANOPY SECTION 10 PANEL INSERT TYPE D AT CORNERS r6N OWSJ CONNECTION TO WALL 1 SECTION AT ENTRANCE 03144 5502 ,202 1:10 5201 1:10 5201 1:10 (LOW ROOF) 5201 1:20 CHECK AND VERIFY ALL DIMENSIONS ATTHE SITE. ALL DRAWINGS.SPECIFICATIONS AND RELATED DOCUMENTS ARE THE Ts ALL VALVES TO BE 1500 TO TO BUILDING COPYRIGHT PROPERTY OF THE CONSULTANTAND MUST BE RETURNED UPON LOCKED OPEN STANDPIPE GENERAL PLUMBING NOTES: WITHOUT REQUEST.PERMISSION CONSULTANT ISFORTIDDEN.WHOLE LEGEND WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. SYSTEM DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED CHECK VALVE 1. PROVIDE CLEANOUTS AS REQUIRED BY CODE. SIZE OF PIPING AND SEALED BY THE CONSULTANT. 1000 630 DCW TO BUILDING CLEANOUTS TO BE SAME SIZE AS SANITARY LINES. BACKFLOW PREVENTER DOMESTIC COLD WATER / 1 2. PROVIDE VENTS THROUGH ROOF AS REQUIRED BY CODE. DOMESTIC HOT WATER NORMALLY CLOSED GLOBE VALVE 3. PROVIDE ISOLATION VALVES AT HOT WATER TANK AND ALL 1500 WATER FEED 1000 FIXTURES. M ,r ABOVEGROUND SANITARY LINE TS TO SITE. REFER BYPASS TS TS TO SITE SERVICES. 4. INSULATE ALL NEW DOMESTIC HOT AND COLD WATER PIPING AND t • UNDERGROUND SANITARY LINE SIAMESE A�IN � PRESSURE GAUGE P P PRESSURE GAUGE SEAL ALL JOINTS IN OUTSIDE WALLS. CONNECTION N.a 3000 BACKFLOW DRAIN 5. ALL NEW HOSE BIBBS TO BE COMPLETE WITH BACKFLOW ! ! ABOVEGROUND STORM LINE PREVENTOR CHECK VALVE VALVE UNION PROVIDE BACKFLOW PREVENTER PREVENTERS. _________ UNDERGROUND STORM LINE NO. ISSUES DATE BY FOR BUILDING ISOLATION AS 3000 1500 VALVE 1500 REQUIRED BY JURISDITION APR j TO DRAIN r r FIRE PROTECTION LINE 1 ISSUED FOR TENDER do PERMIT 08 04 DES . .. . ;;.;., t t .•;.;,; ' , I H D41--I I-- m -a 1500 a FHC 190 THREADED HOSE_/GATE VALVE FIRE HOSE CABINET DRAIN CONNECTION —O ELBOW RISING C/W VACUUM BREAKER WATER METER INCOMING WATER MAIN 7 ELBOW DROPPING i STRAINER �-FD FLOOR DRAIN INCOMING 3000 OUTGOING 3000 FIRE SERVICE SITE GATE VALVE ®RD ROOF DRAIN FIRE SERVICE MAIN. MAIN TO SITE HYDRANTS. REFER TO SITE REFER TO SITE SERVICES DRAWING. SERVICES DRAWING. _q I Co CLEANOUT FIRE PROTECTION HEADER DETAIL DOMESTIC WATER METER STATION pd BALL VALVE N.T.S. N.T.S. N CHECK VALVE 1 2 3 4 5 6 7 8 9 9x 111 UNION TYPICAL PLUMBING PIPE SIZING I I I I I I I I I I DCW DHW SANITARY VENT WC (FLUSH VALVE) 25mm -- 75mm 38mm UR (FLUSH VALVE) 19mm -- 50mm 38mm I I I I I I I I I I LAVATORY 13mm 13mm 32mm 32mm FHC ® r SHOWER 13mm 13mm 38mm 38mm ELEC RM ® SINK (SK-1 & 3) 13mm 13mm 38mm 38mm SINK (SK-2) 19mm 19mm 38mm 38mm SERVICE SINK .19mm 19mm 38mm 38mm I I I I I I I DRINKING FOUNTAIN 13mm -- 32mm 32mm Co 750 RD I 750 FD -- -- 75mm -- OIRAGE -- -- -- r` 1000 FD 100mm PROVIDE ISOLATION VALVES AT ALL FIXTURES Ll 1000 FD k o I, I I I I I I k r r I 750 DOWN TO FHC. - _ DF-1 r) H NFHB I I I I I CHANGE RM F) I ( u7 • I ' WRM DROP 2000 SANITARY TO UNDERGROUND S7-1 • C/W CLEANOUT AT FLOOR. I VES�f WC—1 I UT .�--- 2000 OUTGOING SANITARY MAIN TO 1.5m OUTSIDE 50 FD co BUILDING. COORDINATE WITH SITE SERVICES DRAWING. I LV-2 r� a 38mm DCW DOWN TO FEED ` CORRIDOR II 750 WC, LV AND SH. RD I I I I I I I I 1 I I 1 25mm DHW DOWN TO FEED S6-A LV & SH. ING SHOWER • I ' E 116-B I I I 380 DCW I I i I ' 1 Ik SH-1 • CHANGE RM �L - ' t I D ` ► ® • — -- I I I I I I I I VIII I W CHANGE RM NO.® REVISIONS DATE BY I '�• ' 1 I �I 750 STANDPIPE. ( II ' SUSPEND FROM 1ST JOIST. , I ' ' ' ' DURHAM ENERGY REFER TO STRUCTU6AL DRAWINGS. ARENA I I SH-1 SHOWER I DES Li 11 SPECIALIST LIMITED 1� I . CONSULT 1 N G ENGINEERS I I 25mm DHW DOWN TO FEED LV & SH. PH:(905)430-7151 FAX:(905)430-7154 I 5 CARLOW COURT, WHITBY ONTARIO L1 N 9T7 1000 infoOdurhomenergy.com / www.durhamenergy.com 38mm DCW DOWN TO FEED 250 DHW _ WC, LV AND SH. I DES PROJECT NUMBER: 04-638 LV-2 U. 1Ik � 50 FD« 114-A WRM PROJECT: w 1 L BIN ir I I I . 1k VE FUT-Sl BOWMANVILLE DRC P 2000 STORM DOWN TO I I I I I r , 1(II �I WC-1 LOWER ROOF C/W CLEANOUT-\ 5 DCW •( COMMUNIY PARK CHANGE RM AT BOTTOM OF RISER 3 DHW I 1000 ' 114 INDOOR SOCCER FACILITY 1004 1000 1000 ' 1000 1500 RD RD RD RD I I .1 coo o AND LACROSSE BOWL Col ti ! ! n ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! —W—Or ! ! r r --r-------r�r r r r ► r —L-r r r r r r r I I I I I I I I 2375 BASELINE ROAD --------------------------------------------------- - ------------------------------------------------------- --------------------- C ( ET y� -ENA�� 1 I PST AID y - MUNICIPALITY OF CLARINGTON F 750 1500 ST NDPIPE. 1500 \\ �/ IE L='J 0$ ' � � � Q I I SUSPEND FROM 1ST I STANDPIPE I I 750 I 75 I 100 1000 I , Ik I JOIST PAN POINT. 75M0�—F it F !i !r !r !i iF !r i !r !7�'r► R ► ! r—'r r 'rr r 750 i +MI i J DRAWING: 380 RD F — REF RM 2 380 DHW 320 DHW 1 RD 320 DHW ' 113 DHW . 630 ,D _ 500 DCW . _ , 130 RECIRC , _ _ , ^ , ,500 DCW J PLUMBING & DRAINAGE SK-3 AND FIRE SYSTEM 380 DCW & DHW. 1500 380 DCW & DHW _-190 DCW & DHW t - s s • s t • s t • s Co 1 ( STANDPIPE TRO Y CABINETS co 50 k D WN SK-1 1500 STANDPIPE 1 - '- TO F F_1 L MAIN OMCE WC-2 WC-1 I 1 ST WC-2 L J I LOBBY o k 1 750 k ® o QppFESSrO�` 380 DCW & DHW 1000 190 DCW ® 190 DCW FRIDC FD ® N �Q fi2 CONNECTIONS TO HWT C W FIRE PROTECTION HEADER. b. FD & DHW. « & DHW. SK-2 I 2� c / , _ , _ , _ , REFER TO DETAIL. 1 750 k DSC MEETING RM �+ m ISOLATION VALVES. 1 i 1 OMCE [DOD STAN —? FD PLUM 1 G ' k -- -_--e SPRINKLER RM ' _�- —' co VENT co FD ® ® ® I a L. N. Si:nl" M- P 108 I 2® _1 k •o 0 CIO _ I CONCESSION STAND G ' ' 2® MENS WRM NS WRM 2® WC-1 I W/ EXTERIOR WINbd-w DROP 2000 STORM DOWN TO REFER TO M202 HWT LV-1 LV-1 I I 750 �� 7 BELOW GRADE C/W CLEANOUT BARRY- BRYAN DESIGN BY: o ooMl�al: FOR VENTING. 1 COORDINATE INSTALLATION OF 107 � I I RD `� AT BOTTOM OF RISER. ttA1E CLEANOUT SO THAT IT IS NOT NFHB I I VE BULE 'L ASSOCIATES LNS INSTALLED UNDER HWT-1. DOMESTIC WATER STATION. Gx I 750 ® I \ I I I i (1991) LIMITED DRAWN BY: s El MS-1 REFRE TO DETAIL. I RD I Architects DFC 3000 INCOMING FIRE PROTECTION MAIN TO 1.5m OUTSIDE H I L-- - - -------------- Engineers CHECKED BY: Mlw: BUILDING. COORDINATE WITH SITE SERVICES DRAWING. - - �� - Landscape Architect LNS ANOPY ABOV 1500 DOMESTIC WATER FEED TO PROPERTY TO 1 1 750 1 1 I �� I Project Managers DATE: 1.5m OUTSIDE BUILDING. COORDINATE WITH SITE 1 RD ��� 11 Stanley Court,Unit 1 MARCH 2004 1500 INCOMING DOMESTIC WATER MAIN TO 1.5m OUTSIDE SERVICES DRAWING. Whitby Ontario L1N 8P9 SCALE: BUILDING. COORDINATE WITH SITE SERVICES DRAWING. I - I �� Tel: (9D5)666-5252 1:i00 3000 FIRE PROTECTION FEED TO PROPERTY TO --`z SPRINKLER ROOM PLUMBING LAYOUT 1.5m OUTSIDE BUILDING. COORDINATE WITH SITE PROVIDE ROOF DRAIN AND CONNECTI =f@-______ -� _ �� 3000 OUTGOING STORM MAIN TO 1.5m Fax: (SIM)666-5256 _I — I I I �� I "it bbafte-archoMmm FILE: 1.100 SERVICES DRAWING. DOWN SPOUT. COORDINATE EXACT LOCATTION -- __ ____ _ OUTSIDE BUILDING. COORDINATE WITH Da�M2D1 OF DOWN SP UT. _ - - -__ -_ �� SITE SERVICES DRAWING. PROVIDE ROOF DRAIN AND CONNECTION TO DOWN - PROJECT No: DRAWING No: SPO . COORDINATE EXACT LOCATION OF DOWN - _____ �� SPOUT. 03144 M201 7x 7y 8x 8Y 9Y 9x CHECK AND VERIFY ALL DIMENSIONS ATTHE SITE. LEGEND ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED DUCTWORK& AIR OUTLETS UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. NEW DUCTWORK DRAWfNGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. SUPPLY DUCTS (UP / DOWN) RETURN DUCTS (UP / DOWN) EXHAUST DUCTS (UP / DOWN) ROUND DUCTS (UP / DOWN) ACOUSTIC LINED DUCT BALANCE DAMPER NO. ISSUES DATE BY FIRE DAMPER 1 ISSUED FOR TENDER do PERMIT 08R04 DES ® SUPPLY DIFFUSER RETURN/EXHAUST CEILING GRILLE fvt-I SUPPLY WALL GRILLE ,w•�-�[� RETURN/EXHAUST WALL GRILLE 7-DAY PROGRAMMABLE THERMOSTAT UT SUPPLIED AND INSTALLED BY MECHANICAL SPACE SENSOR Q SUPPLIED AND INSTALLED BY MECHANICAL TIMECLOCK RUN WALL AND INTO OUTSIDE © INSTALLED BY ELECTRICAL 1 2 3 4 5 6 7 8 9 9x ROOM AND RISE UP IN CORNER. PAINT OUTSIDE GAS REVERSE ACTING THERMOSTAT PIPING WHITE TO MATCH ® SUPPLIED BY MECHANICAL BUILDING COLOUR. INSTALLED BY ELECTRICAL I I I 20 D I I EXHAUST FAN SWITCH I I 30OXX300 IOPENBIRDSCR W I COORDINATE S ELECTRICAL PLI AND INSTALLED BY INSTALLATION OF GAS 1 I I I I I I I I EF I METER WITH LOCAL TYPE TYPE 1000 7 M GAS COMPANY. SIZE OR SIZE SYMBOLS — SIZE (mm) 630 L AIR AIR AIR FLOW (1/s) 600 1 H"� 33 —• —•—•—•—� ---• —•—•—• --•—•--� --� �0�__—•—• ---•—•—•-------•--------•—• -------•-------•—• --- __. —� ELEC RM 500x300 PIPING UH •• -*-�.® �. 189 I �� TO UH-1, 3, 5 EF-1. 1 � —•—•—•— NEW GAS LINE GALVANIZED STEEL FRAME ALL 600 AROUND OUTSIDE WALL OPENING i MIN - -yr-�► L pa BALL VALVE ANCHORED TO WALL WITH HILTI ( I I 5 500x300 5 � III UNION HIT ANCHORS. TYPICAL. I I I I H I I I M I _ _ 170 FA MD — �• PROTECTIVE WIRE GUARD 6 s ELBOW RISING AROUND F/A INTAKE. I I MD EF EF TYPICAL OF 2. I I I I I,__ _ 3 1 I i 6 ' ELBOW DROPPING PROVIDE SHEET METAL B4NKOFF WITH 50mm INSULATION D AROUND ENTIRE PERIMETER. IME COAT ENTIRE BLANKEOFF. 00x350 FINAL PAINTING TO MATCH BUILDING WALLS BY OTHERS. PROVIDE I 1200 1200 359 ; HVAC NOTES: 16 GAUGE GALVANIZED ANGLE IRON SUPPORT I WALL FOR SUPPORT OF FAN. 23 PO RAGE / B L MET L S EEVIf THROUGH W SHEET - - - - - - - - - - - - - - - - - - - — — — — -r 1. THOROUGHLY REVIEW AND COORDINATE WITH ARCHITECTURAL, 1200x1200 RUN NEW GAS PIPING 119 STRUCTURAL, AND ELECTRICAL DRAWINGS PRIOR TO PRICING AND 2360 1 3.5 AFF. TYPICAL. I _ I I I I 1 INSIDE BUILDING AT HIGH UH I �i q INSTALLATION. LEVEL AND INTO CEILING 8 � � 1500 SPACE. g 2. COORDINATE INSTALLATION WITH ALL OTHER TRADES. 28 600x350 ACOUSTICALLY LINED ` � 3. REFER TO REFLECTED CEILING PLAN TO CONFIRM EXACT LOCATION OF TRANSFER DUCT IN CEILING SPACE. I — DIFFUSERS. 40 A 4 4. PROVIDE ACOUSTIC INSULATION IN FIRST 5' OF SUPPLY AND RETURN I I I I 1 200 I 'a 20 A DUCT AND AS INDICATED ON DRAWINGS. 54 r 2000 42 5. BRANCH DUCTWORK TO DIFFUSERS TO BE SAME SIZE AS DIFFUSER I 1 I I 117 NECK. 250 2000 6. PROVIDE BALANCE DAMPERS ON ALL BRANCH DUCTS CLOSE TO MAIN I E TAKE-OFF. REVIEW WITH BALANCING CONTRACTOR TO CONFIRM LOCATIONS 2® E _ I N 602 00 OF ALL BALANCE DAMPERS PRIOR TO CONSTRUCTION. 600x300 1 7. PROVIDE TURNING VANES IN ALL SQUARE ELBOWS FOR SUPPLY AIR -- ► 00 DUCT. I I I I I I I t I 7-A U7-B A 8. CONFIRM EXACT LOCATIONS OF THERMOSTATS AND SENSORS WITH CORRIDOR 0 1500 ENGINEER AND OWNER. 118 O 24 ENSURE THAT THERMOSTAT LOCATIONS WILL NOT BE AFFECTED BY DIRECT T a SUNLIGHT OR COLD WALLS. f I I I I I I E I I EF 600x200 9. PROVIDE FIRE DAMPERS AT ALL FIRE SEPARATIONS. FIRE DAMPERS I 94 I 0 0 4 SHALL BE C/W LINKAGE OUT OF THE AIR STREAM. I I I I I I I I N I u� L x _ 10. ALL INDOOR CONTROL WIRING TO BE RUN IN CONDUIT OR FT6 AND 25 600x600 ALL OUTDOOR CONTROL WIRING TO BE RUN IN LIQUIDTIGHT AS PER 378 SPECIFICATIONS. E I -yM-► 600x200 250 0x300 2� A 11. TIE DRAINS FOR NEW INDOOR AIR HANDLING EQUIPMENT INTO CLOSEST 47 - - 20010 PLUMBING DRAIN. — rti I 54 12. PROVIDE TRAP AT OUTLET OF DRAIN FOR ROOFTOP HVAC EQUIPMENT. 380 GAS- --- 1 CHANGE RM CGA APPROVED VALV� ANDRUNION A�F FINAL 13. ALL GAS PIPING 630 AND OVER SHALL BE WELDED. J - �- - CONNECTION TO UNIT. E2U i = _ ;•X � 2® q NO. REVISIONS DATE BY _ I I COORDINATE EXACT LOCATION 25 I 2000 OF EXHAUST FANS WITH - 54 1 ARENA I I 1 ARCHITECTURAL DRAWINGS. I GE RM `, DES DURHAM ENERGY TYPICAL OF 2. I SPECIALIST LIMITED ALL DEVICES TO BE MOU TED IN I ,� I t CEILING FqN C/W HEAVY DUTY CAGE. I I 1 -.500x500x150mm DEEP 1 ANEL n CONSULTING ENGINEER S FA MD � _ i SUPPLIED ND INSTALLED BY ELECTRICAL � _ � SUPPLIED BY ELECTRICAL T 2 2 I CONTRACT R. TYPICAL OF 4. ( I �O_ UH-1, 3, �5 & EF-1 ( I 115 A s H A E ( 05)430-7151 FAX:(905)430-7154 1500 PH: 9 ;�S ZNTO UR-2, 14, 6 & EF-2 1 LO H 24 600x200 5 CARLOW COURT, WHITBY ONTARIO UN 9T7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ '_ SENSOR _ _ _ _ 94 info®durhomenergy.com / www.durhomenergy.com COORDINATE EXACT LOCATION H/0/A ISWITCH 9 ,'ZFOR EFI-1 E DES PROJECT NUMBER: 04-638 OF LOUVRES WITH I 600x200 L ARCHITECTURAL DRAWINGS. I I I I TO BE LOCATED ON NORTHI T T T T H H -- I H/O/A SWITCH. I 4-A M I 42 L 1200x1200 TYPICAL OF 2. �0�00 _ 1200x1200 2360 I I ( I WALL OF OFFICE 104. FOR EF-2 S 2000 114 2360 PROJECT: TO 2 �'TO RTU-2 & J 150 20 A UH I I I H I I EF-3 ;' SENSOR I M oY l M 2000 2 Li 380 CGA APf ROVEDRVALVE AND E�4 SSENSOR 1 & MD EF TU I U4 42 BOWMANVILLE UNION AT FINAL CONNECTION I 4 2 1 I I I I 250 Zoom 40 E COMMUNITY PARK TO UNIT. 4 ; — �600x200 INDOOR SOCCER FACILITY 20 A MIN INSTALL UNIT AS CLOSE TO ARE WALL 40/--A—\ UH I ( FIRST AID AND LACROSSE BOWL-%%J LAAL61 IC-AM CDC 2000 — •- MINIMUM CLEARANC REQUIREMENTS. 1 TO UH-2, 4, 6 109 1 — I 3® A 380 & EF-2.�� — C 1500 2375 BASELINE ROAD -------------------------------------- ----------------------------------------------- ----------------------------------------------- --------------------- ------------- -------— F _ �� ARENA VEST ENA � — — — REF RM � 24 MUNICIPALITY OF CLARINGTON ir di e 12z 123 Oil— 2 -1 1-0 \` '/ —t-'S0 ---- 950 O �. 3 0 —� —� 630 � ,1.750 REF RM 2 400x250 - vqv E DRAWING: FF - -—-—-— - - 35 2 .. ;., 'r: 800x300 650x300 550x\3_0011 2 Lt3 600x200 COORDINATE EXACT LOCATION . WITH REFLECTED CEILING PLAN. 3 E E E o ^=n_-__ VAV �, x HVAC LAYOUT Fp 300x3OO 300x300 ;� 300x3 0 1 N n 500x250 179 N 123 \ y�`'� S 85 EDH PROVIDE 1270 SIDEWALL VENTING FOR HWT-1 C/W POWER VENTER SIDEWALL VENT KIT. 000 TO i i LOBBY _ RTU-1 L J T ---MAIN OFFICE o T Ln DROP 320 GAS DOWN TO HWT-1 rn OPEN C/W CGA APPROVED GAS VALVE 2500 1 ® 109 N ' O 2500 104 �; to DSC MEETING RM ENDED AND UNION AT FINAL CONNECTION. 0 G X QrOt ESSrpN�l T D 350x30 VEST 0 2000 FO AND M r 300x200 SPRINKLER RM �� o MENS WRM 1os 3 I - I 30 E � � r m 123 108 35 1E 2000 ( I I I 600x200 :� L. fs. S.( I to -,w-•► I G - - - EF - - - - - - - - � - - - - - I 60 A �Cr of ' 3 1500 A EF 2000 STIBU ► I I 20 A I 2000 �{ 2 43 2000 5 85 1 \ 2000 m 94 UH L A 61 0 I �\I I gp I ASSOCIATES BRYAN LNS DESIGN BY: we 7 500x500 2000 A CiX FF , IN-N\ I I I 1991 LIMITED DRAWN BY: s COMIRM 425 57 1500 I I � 1 ( 33 20 E I Architects DFC D COORDINATE INSTALLATION WITH I.I - 1 _ _ _ _ _ _ Engineers CHECKED BY: % 250x250 ARCHITECTURAL DRAWINGS. TYPICAL 3® E L2 B I I -- f ��� - Landscape Architect LNS 123 OF ALL WALL LOUVERS. 300x200 300x300 2000 ���� 500x250 ACOUSTICALLY LINED Project Managers DATE: COORDINATE EXACT �. R/A TRANSFER DUCT MIN. 1.5m 11 Stan) Court,unit 1 MARCH 2004 COORDINATE EXACT LOCATION -- 85 94 LOCATION W H LONG. WITH REFLECTED CEILING PLAN. I - —I_ REFLECTED FILING `�� 30 E Whitby Ontario L1N SP9 SCALE: SPRINKLER ROOM HVAC LAYOUT _ _ PLAN. I '- - CANOPY ABOVE Tel: (905)666-5252 L --___ ____ ----_ �� 600x300 1:100 Ell 1:100 - __`_ _ _ �-I = _ I'— - I ( \\\ __ Fax ba@b 666-5256 �`� smelt bbe@bba-archeng.com FILE: 04-MM202 PROJECT NO: DRAWING NO: 7x 7y 8x 8y 9y 9x 03144 M202 CHECK AND VERIFY ALL DIMENSIONS ATTHESITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED ROOFTOP UNIT SCHEDULE EXHAUST FAN SCHEDULE UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. TAG RTU-1 RTU-2 TAG EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 EF-7 DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED PLUMBING FIXTURE SCHEDULE AND SEALED BY THE CONSULTANT. SERVICE SOUTH PART BUILDING EAST PART BUILDING SERVICE INDOOR SOCCER INDOOR SOCCER SOUTH WR'S CHANGEROOMS CONCESSION STORAGE ELECTRICAL LOCATION ROOFTOP ROOFTOP TYPE WALL MOUNTED WALL MOUNTED IN-LINE IN-LINE IN-LINE IN-LINE IN-LINE MANUFACTURER CARRIER CARRIER MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK WC-1 - TOILET - FLOOR MOUNTED FLUSH VALVE MODEL 48TFF012 4STFF005 MODEL SCE3-24-617-B5 SCE3-24-617-B5 BSQ-90-3 BSQ-90-4 BSQ-70-4 BSQ-80-4 BSQ-80-4 American Standard 'MADERA ELONGATED' #2234.015 'Low Consumption' Toilet, floor mounted for flush valve, vitreous china, elongated COOLING CAPACITY tons 10 4 AIR FLOW I/s (cfm) 2360 (5000) 2360 (5000) 425 (900) 377 (800) 85 (180) 170 (360) 189 (400) syphon jet flush action bowl, fully glazed 2" (50mm) ball pass internal trapway, 11" x 13" (279mmx 330mm) large water surface, 1.3 gal. (6L) flush, 1-1/2" (38mm) top spud and bolt caps. Provide floor flange, flange bolts and gasket. Sloan 'REGAL' #111-YO-XL HEATING INPUT btuh 200,000/250,000 120,000/150,000 STATIC pa (in.w.c.) .53 (0.25) .53 (0.25) 93 (0.375) 93 (0.375) 50 1 50 (0.20) 31 (0.125) Flush Valve, C.P. low consumption, factory set flow, quiet action diaphragm type with non hold open feature, vacuum breaker and seat - bumper on back-check HEATING OUTPUT btuh 160,000/200,000 960,000/120,000 FAN MOTOR watts (hp) 373 (1/2) 373 (1/2) 249 (1/3) 249 (1/3) 124 (1/6) 124 (1/6) 124 (1/6) and stainless st el po ts,nwashe sp and n nuts. #500CC Seat, elongated heavy duty solid plastic open front less cover with check hinge AIR FLOW I/s (cfm) 1888 (4000) 755 (1600) ELECTRICAL volt/ph 120/1 120/1 120/1 120/1 120/1 120/1 120/1 NO. ISSUES DATE BY EXTERNAL STATIC pa (in.w.c.) 149 (0.6) 149 1 WEIGHT kg (Ibs) 36 (80) 36 (80) 34 (75) 34 (75) 34 (75) 34 (75) 34 (75) WC-2 - TOILET - FLOOR MOUNTED FLUSH VALVE (BARRIER FREE DESIGN) APR PERMIT 08 04 DES 5% F/A-OCCUPIED 1/s (cfm) 378 (800) or 20% 151 (320) or 20% CONTROLS -H.OA 1 ISSUED FOR TENDER do. SWITCH AND -H.O.A. SWITCH AND TIMECLOCK IN TIMECLOCK IN WALL SWITCH WALL SWITCH REVERSE ACTING ' F/A-UNOCCUPIED % 5% PROGRAMMABLE PROGRAMMABLE SPRINKLER ROOM SPRINKLER ROOM THERMOSTAT American Standard 'MADERA ELONGATED 16-1/8" (410mm) HIGH' #2305.100 'Low Consumption' Toilet, floor mounted for flush valve, THERMOSTAT IN THERMOSTAT IN 108. 108. vitreous china, elongated syphon jet flush action bowl, fully glazed 2" (50mm) ball pass internal trapway, 10" x 12" (254mm x FAN MOTOR watts (hp) 2238 (3) - TEFC 746 (1) - TEFC MANAGERS OFFICE. MANAGERS OFFICE. 304mm) large water surface, 1.3 gal. (6L) flush, 1-1/2" (38mm) top spud and bolt caps. Provide floor flange, flange bolts BELT DRIVE BELT DRIVE -EXHAUST FANS TO -EXHAUST FANS TO and gasket. Sloan 'REGAL' #111-YG-XL Flush Valve, C.P. low consumption, factory set flow, quiet action diaphragm type with non hold RUN DURING RUN DURING open feature, vacuum breaker and extended seat bumper on back-check angle stop. Centoco #820STS Seat, elongated heavy duty EFFICIENCY 9.7 SEER 9.0 EER COOLING MODE. COOLING MODE. solid plastic open front with cover, check hinge and stainless steel posts, washers and nuts. ELECTRICAL volt/ph 575/3 575/3 -INTERLOCK TO -INTERLOCK TO POWER SUPPLY MCA amps 18.1 9.2 FA-2 AND MD-3. FA-1 AND MD-4. UR-1 - URINAL - WALL HUNG. FLUSH VALVE POWER SUPPLY FLA amps 19 10 NOTES SITE REQUIREMENTS, ADDITIONAL WORK AND EXTRA COSTS DUE TO THE SUPPLY OF ALTERNATE EQUIPMENT IS THE CONTRACTORS RESPONSIBILITY. American Standard 'WASHBROOK' #6501.010 'Low Consumption' Urinal, wall hung for flush valve, vitreous china, wash out flush MAX FUSE amps 25 15 action 0.84 gal. (3.8L) flush, extended sides for privacy, integral flush spreader, 3/4" (19mm) top spud, wall hangers, open trap, #047068-0070A Strainer, removable stainless steel, 2 (50mm) outlet, connecting flange with gasket and bolts. Sloan REGAL UNIT DIMENSIONS mm 2219L x 1467w x 1253h 1872L x 1143w x 846h ACCESSORIES EF-1 AND EF-2 TO BE SUPPLIED WITH WALL HOUSING AND WALL HOUSING GUARD. #186-1-XL Flush Valve, C.P. low consumption, factory set flow, quiet action diaphragm type with non-hold open feature, vacuum WEIGHT kg (Ibs) 568 (1253) 288 (635) breaker and back-check angle stop. Smith Series #SQ4-1819 Urinal Wall Access Cleanout, with round stainless steel face and V.P. screw. Smith Series #0637 Carrier, with steel pipe legs, block base feet supports and bearing plates. CONTROLS 7-DAY PROGRAMABLE 7-DAY PROGRAMABLE THERMOSTAT MOUNTED IN THERMOSTAT MOUNTED IN LV-1 - BASIN - COUNTER MOUNTED (BARRIER FREE DESIGN & GENERAL USE) MANAGER'S OFFICE 104 MANAGER'S OFFICE 104 C/W REMOTE SENSOR. C/W REMOTE SENSOR. American Standard 'CADET UNIVERSAL ACCESS' #9494.001 Basin, 4" (102mm) centres, 21" x 17-1/2" x 5-1/4 - 6-7/8" (533mm REFER TO SPECIFICATIONS REFER TO SPECIFICATIONS UNIT HEATER SCHEDULE ELECTRIC DUCT HEATER SCHEDULE x 445mm x 133-175mm) deep, counter mounted, vitreous china, rear overflow, self rimming with sealant. Chicago Faucets TAG UH-1 TO 6 UH-7 UH-8 TAG EDH-1 #802A-E12VP-XK Faucet, C.P. 4" (102mm) C.C., solid cast brass lead-free body, 1/4 turn ceramic disc valve cartridges, with ACCESSORIES ROOFCURB, ECONOMIZER, ROOFCURB, ECONOMIZER, vandal-resistant 1.84 GPM (8L) flow aerator outlet and cast metal lever handles. McGuire #155WC Drain, C.P. offset open grid. CONDENSOR FAN CONDENSOR FAN ARENA SPRINKLER ROOM STORAGE ROOM SERVICE OFFICE 109 McGuire #H165LKN3RB Supplies, C.P., polished, short rigid horizontal with vandal-resistant loose key angle stops, escutcheons and BIRDSCREEN, 2 STAGE BIRDSCREEN, 2 STAGE SERVICE 108 119 MANUFACTURER THERMOLEC braided flexible risers. McGuire #8872C 'p' Trap, C.P., polished, cast brass 1 1/4" (32mm) with cleanout and escutcheon. McGuire HEAT AND CRANKCASE HEAT AND CRANKCASE MODEL RAPIDEL HEATER HEATER MANUFACTURER LENNOX LENNOX LENNOX 'PROWRAP' #PW2000WC Seamless Sanitary Covering to exposed piping as per local codes NOTES ANY UNITS SUPPLIED THAT DO NOT HAVE A SCROLL TYPE MODEL LF24-250A LF24-30A LF24-30A RFC-1.5-10"0-208-3-1 LV-2 - BASIN - WALL HUNG (BARRIER FREE DESIGN & GENERAL USE) COMPRESSOR ARE TO BE COMPLETE WITH A CRANKCASE HEATING CAPACITY (INPUT) btuh 250,000 30,000 30,000 HEATER. HEATING CAPACITY (OUTPUT) btuh 201,250 24,300 24,300 SIZE mm 2500 American Standard 'MURRO' #0954.000 Basin, 4" (102mm) centres, 22" x 21"x 5 - 7-1/2" (559mm x 533mm x 127-191 mm) SITE REQUIREMENT ADDITIONAL WORK AND EXTRA COSTS DUE TO THE SUPPLY OF AIR FLOW I/s SEE DRAWING deep, vitreous china, rear overflow, for concealed arm support. Chicago Faucets #802A-E12VP-XK Faucet, C.P. 4" (102mm) C.C., AIR FLOW I/s (cfm) 2075 (4400) 250 (535) 250 (535) solid cast brass lead-free body, 1/4 turn ceramic disc valve cartridges, with vandal-resistant 1.84 GPM (8L) flow aerator outlet and ALTERNATE EQUIPMENT IS THE CONTRACTORS RESPONSIBILITY. HEATING CAPACITY KW 1.5 cast brass lever handles. McGuire #155A Drain, C.P. open grid. McGuire H165LKN3RB Supplies, C.P., polished, short horizontal with MOTOR watts (hp) 2 ® 93 (1/8) 37 (1/20) 37 (1/20) ELECTRICAL volt/ph 208/3 vandal-resistant loose key angle stops, escutcheons and braided flexible risers. McGuire #8872C 'p' Trap, C.P., polished, cost brass 1 VENT CONNECTION mm (in) 127 (5) 76 (3) 76 (3) CONTROLS INTERLOCK TO VAV-1 1/4" (32mm) with cleanout and escutcheon. Smith Series #0700-M Carrier, with steel pipe legs, block base feet support, concealed GAS CONNECTION mm (in) 19 (3/4) 13 (1/2) 13 (1/2) TO COME ON ONLY IF arms and pedestal plate. (For narrow wall installation provide 'Z' type sleeve for arms.) American Standard #0059.020 Semi-China VAV SCHEDULE ELECTRICAL volt/ph 120/1 120/1 120/1 SPACE TEMPERATURE Pedestal to cover exposed piping as per local codes. NOT SATISFIED AT TAG VAV-1 VAV-2 FULL LOAD AMPS amps 4.2 1.7 1.7 MINIMUM POSITION OF SH-1 - SHOWER - INDIVIDUAL CONTROL (PUBLIC) SERVICE OFFICE 109 MTG ROOM 110 WEIGHT k Ibs 129 285 27 60 27 60 VAV-1. g ( ) ( ) ( ) ( ) Symmons 'SAFETYMIX' #4-5000-X Shower Valve, C.P. heavy duty pressure balancing controller, all brass and stainless steel body ACCESSORIES i MANUFACTURER PRICE PRICE CONTROLS -PROGRAMMABLE -LOW VOLTAGE -LOW VOLTAGE design, maximum temperature limit stop, service stops, metal escutcheon plate, heavy duty spindle with single control metal lever MODEL SEV-8000 SEV-8000 THERMOSTAT C/W THERMOSTAT IN THERMOSTAT IN handle with #4-150 Institutional Head, C.P. cast brass, one piece, with 2.1 GPM (9.5L) flow restrictor, mounting bracket and REMOTE SENSORS. ROOM ROOM vandal-resistant screws. Smith Series #2005A Drain, with water proofing flange and nickel bronze strainer. 'p' Trap. SIZE 10 16 -UNIT HEATERS AIR FLOW I/s (cfm) 179 (380) 566 (1200) TO RUN DURING PUMP SCHEDULE SK-1 - SMALL ONE COMPARTMENT S.S. SINK (KITCHEN HAND SINK) HEATING MODE, MIN POSITION I/s (cfm) 90 (190) - 509 283 (600) - 509 EXHAUST FANS TO Kindred 'ARISTALINE' #LBS9407-1 S.S. Sink, 3 hole, 8" (203mm) centres, 14-1/6" x 16-5/8" x 7" (357mm x 422mm x 178mm) CONTROLS - THERMOSTAT RUN DURING TAG P-1 deep, counter mounted, back ledge, grade 18 8 type 302 stainless steel, single compartment, satin finished rim and bowl, self - STATIC PRESSURE SENSOR TO OPEN BYPASS DAMPER COOLING MODE. SERVICE DOMESTIC RECIRC, rimming, with crumb cup strainer and sound deadening. Chicago Faucets #1100-V-GN2A-XK Faucet, C.P. 8" (203mm) C.C., deck - EDH-1 ONLY TO COME ON IF SPACE TEMP NOT SATISFIED REFER TO SPECS. mounted, solid cast brass lead-free body, 1/4 turn ceramic disc valve cartridges, gooseneck spout with vandal-resistant 1.84 GPM AT MINIMUM POSITION OF VAV-1. NOTES -ALTERNATE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY MANUFACTURER ARMSTRONG (8L) flow aerator outlet and cast brass 4" (102mm) blade handles. Supplies with angle stops, escutcheons and flexible metal risers. NOTES PROVIDE BALANCE DAMPER AT INTAKE TO ALL VAV BOXES MEET THE ABOVE SPECIFICATIONS MODEL H32 Cast Brass 'P' Trap, 1-1/2" (38mm) with cleanout, union and escutcheon. -ALL UNITS C/W 10 YEAR WARRANTY ON HEAT EXCHANGER SIZE 1" SK-2 - TWO COMPARTMENT S.S. SINK ACCEPTABLE PRICE FLOW 9Pm 5 MANUFACTURER Kindred 'ARISTALINE' #LBD6408-1 S.S. Sink, 3 hole, 8" (203mm) centres, 20-1/2" x 31-1/4" x 8" (521 mm x 794mm x 203mm) PRESSURE LOSS feet 10 deep, counter mounted, back ledge, grade 18-8 type 302 stainless steel, double compartment, satin finished rim and bowl, with DISCHARGE inches in spillway, self-rimming, with crumb cup strainers and sound deadening. Chicago Faucets #1100-L9-E3VP-XK Faucet, C.P. 8" MOTOR hp 1/6 (0.12 kW) (203mm) C.C., deck mounted, solid cast brass lead-free body, 1/4 turn ceramic disc valve cartridges, swing spout with AIR OUTLET SCHEDULE vandal-resistant 1.84 GPM (8L) flow aerator outlet and cast brass lever handles. Supplies with angle stops, escutcheons and flexible RPM rpm 1800 metal risers. C.P. polished cast brass 'p' Trap, 1-1/2" (38mm) with cleanout, long tube length, union and escutcheon. TAG A B D E L ELECTRICAL volt/ph 120/1 TYPE SQUARE CONE ROUND CONE LOUVERED FACE EGG CRATE STORMPROOF AMPERAGE amps 0.6 SK-3 - BASIN - S.S. WALL HUNG (HAND SINK) DIFFUSER DIFFUSER RETURN RETURN LOUVRE Kindred 'ARISTALINE' #WHB1819-7 S.S. Basin, 2 hole, 4" (102mm) centres, 18-1/2" x 19" x 7" (469mm x 483mm x 178mm) WEIGHT Ibs 33 des wall hung, rode 18-8 type 302 stainless steel, satin finish, wall hung, no overflow, with side wall brackets. Chicago Faucets MANUFACTURER PRICE PRICE PRICE PRICE VENTEX P• 9. 9 YP 9 9 NOTES -ALL BRONZE PUMP #895-V-317-XK Faucet, C.P. 4" (102mm) C.C., solid cast brass lead-free body, 1/4 turn ceramic disc valve cartridges, gooseneck MODEL SCD-31-3C RCDE 535-F-L-A 80(FA) 2420 spout with vandal-resistant 1.84 G.P.M. (8L) laminar flow outlet and cost brass 4" (102mm) blade handles. McGuire #155A-LO Drain, SIZE SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS C.P. open grid less overflow holes. McGuire #H165LKN5 Supplies, C.P., polished, rigid horizontal with V.P. loose key angle stops, COLOUR B12 B12 B12 B12 CONFIRM WITH ARCH escutcheons and flexible risers. McGuire #8872C 'p' Trap, C.P., polished, cast brass 1 1/4" (32mm) with cleanout and escutcheon. MOTORIZED DAMPER SCHEDULE Smith Series #0800-M2P Carrier, with steel pipe legs, block base feet support and two plates. NOTES -2424 CEILING FOR DRYWALL -SURFACE MOUNT -NO BORDER FOR -CHANNEL FRAME MODULE FOR MOUNTING -NO DAMPER T-BAR MOUNTING C/W EXTENDED SILL TAG MD-1 (FA-1) MD-2 (FA-2) MD-3 (EF-1) MD-4 (EF-2) DF-1 - DRINKING FOUNTAIN WITH BOTTLE/GLASS FILLER - S.S. SEMI-RECESSED T-BAR MOUNTING UNLESS NOTED - C/W BORDER -ALUMINUM SERVICE INDOOR SOCCER INDOOR SOCCER INDOOR SOCCER INDOOR SOCCER AND SCREWS FOR CONSTRUCTION Filtrine 102-STV-MOD-CC150 Fountain, wall mounted, semi recessed, stainless steel, 16 gauge (1.4mm) with #4 satin finish, seamless DRYWALL MOUNTING -C/W BIRDSCREEN MANUFACTURER TAMCO TAMCO TAMCO TAMCO rounded inside corner one piece receptor, lead-free, 'Soft Touch Valve' control bubbler, self closing, automatic volume regulator, open MODEL 9000 (INSULATED) 9000 (INSULATED) 9000 (INSULATED) 9000 (INSULATED) grid strainer, modified with rear mounted bottle/glass filler. McGuire #HST11 LK Supply, C.P. loose key straight stop. McGuire #8872C 'p' Trap, C.P. cost brass, 1-1/4" (32mm) (concealed in wall). Provide adequate support in wall for fountain mounting. SIZE 1200x12OOmm (48x48") 1200x12OOmm (48x48") 1200x12OOmm (48x48") 1200x12OOmm (48x48") ACTUATOR BELIMO NF120 BELIMO NF120 BELIMO NF120 BELIMO NF120 MS-1 - JANITOR MOP SINK - FLOOR MOUNTED (SQUARE UNIT) ELECTRICAL 120V/10 120V/10 120V/10 120V/10 Stem-Williams #MTB-2424 Mop Sink, 24" x 24" x 10" (610mm x 610mm x 254mm) deep, floor mounted, precast terrazzo and SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR CONTROLS INTERLOCK TO EF-2 INTERLOCK TO EF-1 INTERLOCK TO EF-1 INTERLOCK TO EF-2 Integral Drain with strainer. Chicago Faucets #305VB-R-XK-Hose Faucet, C.P. 8" (203mm) C.C., wall mounted, solid cast brass lead-free body, 1/4 turn ceramic disc valve cartridges, cast brass lever handles, body mounted vacuum breaker, integral stops, 36" NO. REVISIONS DATE BY ELECTRIC FORCE FLOW SCHEDULE (915mm) hose and hanger. 'p' Trap, 3" (75mm). - FD - FLOOR DRAINS - FINISHED AREAS DURHAM ENERGY TAG FF-1 FF-2 FF-3 FF-4 HOT WATER TANK SCHEDULE Smith Series 2005A Floor Drain, all duco coated cast iron body,- reversible flashing clamp with seepage openings and adjustable 5" SERVICE MAIN ENTRANCE SOUTH VESTIBULE WEST ENTRANCE NE ENTRANCE 127mm diameter nickel bronze 1/4" 6.35mm thick strainer, secured with S.S. screws 4" 100mm throat on strainer. In quarry or DES SPECIALIST LIMITED MANUFACTURER OUELLET OUELLET OUELLET OUELLET TAG HWT-1 mosaic tiled areas, provide 'B' - 5" x 5" (127mm x 127mm) square nickel bronze strainer. (Where required by local code provide MODEL OACP1500 OACP1500 OACP1500 OACP1500 TYPE NATURAL GAS trap primer connection 'P'.) CONSULTING E N G 1 N E E R S TYPE CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED MANUFACTURER RHEEM/RUUD RD - ROOF DRAINS - STANDARD FLOW PH:(905)430-7151 FAX:(905)430-7154 COLOUR WHITE WHITE WHITE WHITE MODEL G75-125 5 CARLOW COURT, WHITBY ONTARIO L1 N 9T7 Smith Series 1010ERCCID Roof Drain, all duco coated 15-1/4" (387mm) diameter cast iron body, with under deck clamp, solid infoOdurhamenergy.com / www.durhomenergy.com HEATING CAPACITY watts 1125 1125 1125 1125 CAPACITY usgal 75 (284 L) extension and sump receiver, flashing clamp with seepage openings and 11" (280mm) diameter secured cast iron dome. (Solid AIR FLOW I/s (CFM) 73 (160) 73 (160) 73 (160) 73 (160) HEAT CAPACITY INPUT btuh 125,000 extension height to suit roof construction). DES PROJECT NUMBER: 04-638 DIMENSIONS mm 410 x 810 410 x 810 410 x 810 410 x 810 RECOVERY usgal/hr 1210100'F NFHB - NON-FREEZE WALL HYDRANT - BOX - EXTERIOR ELECTRICAL volt/ph 208/1 208/1 208/1 208/1 VENT mm (in) 127 (5) PROJECT: Smith Series 5509QT Box Type Wall Hydrant, 1/4 turn non-drip, ceramic cartridge, 3/4" (19mm) non-freeze wall type with bronze WEIGHT kg (Ibs) 9 (20) 9 (20) 9 (20) 9 (20) DIMENSIONS mm 6670 x 1549h face and stainless steel with full 180 deg. cover opening box, adjustable wall-flange operating key and self-draining integral vacuum CONTROLS BUILT-IN THERMOSTAT WEIGHT kg (Ibs) 217 (480) breaker. Length to suit wall thickness. BOWMANVILLE ACCESSORIES CGA APPROVED POWER VENT KIT CO - FLOOR CLEANOUTS COMMUNITY PARK ACCESSORIES T-BAR ADAPTOR T-BAR ADAPTOR T-BAR ADAPTOR T-BAR ADAPTOR FOR SIDEWALL APPLICATION 602x602mm 602x602mm 602x602mm 602x602mm Smith 'Twis-To-Floor' Series 4000 Floor Cleanout, duco coated cast iron body and removable positive gasket seal closure plug and INDOOR SOCCER FACILITY OACP-T-BAR OACP-T-BAR OACP-T-BAR OACP-T-BAR heavy duty 6" (150mm) round adjustable scoriated cast iron cover secured with stainless steel screws, C.O. cost in cover. (For AND LACROSSE BOWL water-proofed areas provide 'FC' flange with flashing clamp), top to suit floor finish. TRAP SEAL PRIMER SERVING 1 TO 8 DRAINS 2375 BASELINE ROAD P.P.P. INC. Model PO-500 Automatic Trap Seal Primer Valve, serving 1 or 2 drains or P1-500 serving 1 to 8 individual or remote MUNICIPALITY OF CLARINGTON area drains (primer automatically activated when there is a pressure drop in the system) with 1/2" (12.7mm) NPT (MtoF) connections with strainer and integral back flow preventer & vacuum breaker. WATER HAMMER ARRESTORS DRAWING: 1. ROOFING MEMBRANE, AND MEMBRANE PROTECTION. P.P.P. INC. 'Water Hammer Arrestors' Series 'SC' with brass piston in a type 'K' copper casing size according to manufacturer's SCHEDULES AND DETAILS 2. PRIMARY INSULATION. recommendations chart below to eliminate water hammer and shock from piping system. Provide Water Hammer Arrestors on hot and 3. SECONDARY INSULATION, USUALLY FIBERBOARD. cold water supplies to all quick valves, solenoids, and plumbing fixtures, and locate in an upright position between the last two 4. VAPOUR RETARDER fixtures on a line, or horizontally at the end of line closest to supply source. 5. ACCEPTABLE STRUCTURAL DECK AND SUPPORT WITH VAPOUR RETARDANT, BY OTHERS. SIZE FIXTURE UNITS MODEL NO. CONN. SIZE 6. AIR BARRIER, NOT SHOWN - BY OTHERS. DESIGN FLEXIBLE MEMBRANE TO ACCOMMODATE DECK DEFLECTION. A 1 - 11 SC - 500 1/2" (12mm) 12 FLEXIBLE MEMBRANE MUST CONNECT AIR BARRIER TO B 12 - 32 SC - 700 3/4" (19mm) FESSrON DUCTWORK OR OTHER EQUIPMENT INSTALLED INSIDE C 33 - 60 SC - 1000 1" (25mm) Vol ql 8 CURBED OPENING. D 61 - 113 SC - 1250 1-1/4" (32mm) ytio 9 7. MINERAL WOOL INSULATION, NOT SHOWN - BY OTHERS. E 114 - 154 SC - 1500 1-1/2" (38mm) W INSTALL INSULATION IN CLOSE CONTACT WITH THE AIR F 155 - 330 SC - 2000 2" (50mm) U L. B 13 8 BARRIER. ENTIRELY FILL SPACE BETWEEN CURBED 11 OPENING AND INSTALLED EQUIPMENT. UNIVERSAL ACCESS DOOR FOR WALLS AND CEILINGS 8. METAL FLASHING. 'O .0 1 1 9. CONSTRUCT SO THAT TOP OF CURBED OPENING IS �Ot- •cP¢ CONSTRUCT S ABOVE MEMBRANE. Acudor Series OF-5000 Access Doors, 14 GA. (1.7mm) steel, rust resistant, continuous concealed hinge, with positive and self-opening �'yCE 0 0� I I 3 I I MINIMUM operated lock. Doors in tile walls shall be stainless steel and shall suit tile pattern. All other panels shall be prime 10. STEEL CURB pointed steel. Minimum size of panels shall be 12" x 18" 300mm x 450mm Wherever possible 24" x 24" 600mm x 600mm , I I I I I III 1 1 1 11. WOOD NAILOR P P ( )• P ( ) 12. Z-TRACK OVER TOP TO PREVENT RAIN ENTERING panels shall be used. BARRY-BRYAN BRYAN DESIGN BY: WIS I UNDER EQUIPMENT. GASKET TO BE PROVIDED UNDER AND ASSOCIATES LN3 I I I I v c a I I I I I I OVER Z-TRACK,I I '' • I I I I I I I 1 1 1 1 1 I 13. PROVIDE STRUCTURAL SUPPORT UNDER ROOF CURB (1991) LIMITED DFC BY. str>r� a v ' I I I I I ° , , AND DUCT OPENINGS. USE 4x2 CHANNEL OR 2x2 BACK Architects a' a • d TO BACK UNISTRUT CHANNEL. Engineers 4L c e a' v' I I a Landscape Architect CHECKED BY: Project Managers DATE: 5 a 11 Stanley Court,Unit 1 MARCH 2004 Whitby Ontario L1 N 8P9 SCALE: Tel: (No 666-5252 NTS Et N.T.S. DETAIL OF ROOF CURB Fax: (905)665256 smelt bbe@bba-erchwVmm FILE: 04-MM801 PROJECT NO: DRAWING NO: 03144 M801 CHECK AND VERIFY ALL DIMENSIONS ATTHE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED V(�` UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE ` ° _ °_ I/}�I l� _ WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. ° I \�� \\� ( ) DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED ( LL. ( AND SEALED BY THE CONSULTANT. F T­ _ _T n _ V/F 1i- WF WF r W \ — 1 ° ° o o r_• i _ _ `)— ( -30 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — i o 0 I ° o ° �� T ° _ o-' _ 1 \ \ Z:IClerical\Client Documents\C1arington\Lead300.jpg GU DE P° ^ CC IF TQ" <o — 600 `)F M _ '_ (J (�;1�� - NO. ISSUES DATE BY SIB ° W F W F C - _ "? 1 ISSUED FOR PRELIMINARY REi�IEw DES WF WF WF P3 WF 19 04 IWF I _ \ 2 ISSUED FOR TENDER dt PERMIT 0�8R04 DES m 5 BOX C:UL VEFT IPROVIDE ANCHOR AND GUY­ WIRE C D. HYDRO ONE TAKE OFF POLE. ALL ACCESSORIES ON THIS POLE TO BE $IL SUPPLIED AND INSTALLED BY HYDRO ONE. CONTRACTOR TO PROVIDE FINEL CONNECTION. COORDINATE WITH HYDRO ONE. REFER TO DETAIL DRAWING #1 IN THE SPECIFICATIONS PACKAGE. SUPPLY AND INSTALL NEW OVERHEAD POWER LINES. (4) NORTH 2/0 AWG ALUMINUM ACSR OVERHEAD CONDUCTOR. II II II NO T P3 LP- II CCT 5 II II C1 II w O °C II g 11 co Z I- w II f= 11 BASELINE ROAD �w z mss'to w U 7 w POWER LEGEND — I IGHWAY NO.401 TAG DESCRIPTION S tJTH SERVICE RD' H H NEW OVERHEAD POWER LINES (PRIMARY POWER) SUPPLY AND INSTALL NEW 13.7m (45') WOOD POLE C/W GANG OPERATED x HP-1 KEY PLAN SWITCH, WIRE, INSULATOR, ANCHOR AND GUY WIRE. PROVIDE GROUNDING FOR P3 /p- GANG OPERATED LOAD BREAK SWITCH. REFER TO DETAIL DRAWING #2 IN THE — — — — — — — — — NEW BELOW GROUND POWER LINES (SECONDARY POWER) 5 SPECIFICATION PACKAGE. NEW OVERHEAD 347V POWER LINES HP NEW HYDRO POLE 0 HP-XFMR o NEW HYDRO POLE WITH POLE MOUNTED TRANSFORMER POLE GROUNDING GENERAL ELECTRICAL NOTES FOR SITE SERVICES 1. SUPPLIED AND INSTALL PRIMARY SERVICES FROM THE HYDRO ONE TAKE OFF POLE TO NEW POLE HP-3. 2. SUPPLY AND INSTALL ANCHOR AND GUY WIRE ON NEW POLES HP-1, HP-3 AND HP-XFMR. 3. HYDRO ONE TO SUPPLY AND INSTALL POLE MOUNTED TRANSFORMER, LOAD WELL COMPACTED NATIVE BACKFILL 5 BREAKER SWITCH, FUSES AND LIGHTING ARRESTORS WITH NEUTRAL GOUNDING TYPICAL 100mm ROGERS DUCT REFER TO SCHEDULE ON DRAWING E102 FOR DETAILS. ON HP-XFMR. FINISHED CROWN OF ROAD P TYPICAL OF ALL POLE TYPES 'P3'. 4. SUPPLY AND INSTALL LOAD BREAK SWITCH ON NEW POLE HP-1. TYPICAL ROAD BASE 5. DRY TYPE OPEN VEN71LATIED TYPE TRANSFORMER SHALL BE MOUNTED SO 600 MARKER THAT THERE IS AN AIR SPACE NOT LESS THAN 150mm BETWEEN TRANSFORMER 300mm F;E—f — SAND TO 98% SPD ENCLOSURES OR ANY ADJACENT SURFACE EXCEPT FLOOR. Q TYPICAL 100mm BELL DUCT 6. MINIMUM CLEARANCE OF 2m MUST BE MAINTAINED FROM EDGE OF DRIVEWAY 300 300mm F TO TRANSFORMER, SWCfCHGEAR OR HYDRO POLE. 100mm PVC DB2 DUCT 75 1 90mm (TYPICAL OF 2) SUPPLY AND INSTALL NEW 13.7m 45' 7. VERIFY ALL SWITCHGEAR/SWITCHBOARD/PANELBOARD DIMENSIONS WITH SHOP ( ) WOOD POLE C� WIRE DRAWINGS PRIOR TO LAYING OUT CONDUIT RUNS. INSULATORS, ANCHORE AND GUY WIRE. PROVIDE SUFFICIENT 8. THE CONTRACTOR IS REQUIRED TO INSTALL 32mm CONDUITS IN CONTINUOUS LENGTH FOR THE SECONDARY CABLE TERMINATION TO POLE MOUNTED TRANSFORMERS. REFER TO DETAIL DRAWINGS #3, 4 & LENGTH TO CONNECT THE SECTION CONTAINING THE INSTRUMENT TRANSFORMER 5 IN THE SPECIFICATION #3, 4 Ei HP-XFMR COMPARTMENT TO THE METERING CABINET. HYDRO ONE TO SUPPLY AND INSTALL (3) 100KVA 1 PH NOTES: . 9. THE CONTRACTOR SHOULD PROVIDE SEPARATE EMPTY 7.6KV/16KV/60OV/347V,Y-Y, TRANSFORMERS C/W TY 32mm CONDUITS FOR 1. SUPPLY AND INSTALL SUITABLE SPACERS EVERY 3 METERS. � BELL AND CABLEAS PER DETAIL ON THIS DRAWING. WIRING WILL BE DONE BY FUSE CUTOUTS, FUSES, LIGHTING ARRESTORS AND GANG 2. RED PLASTIC WARNING TAPE 150mm WIDE WITH NOTE-"CAUTION BURIED ELECTRICAL LINE" OR SIMILAR TO BE / BELL CANADA AND THE LOCAL CABLE COMPANY. BURIED 300mm BELOW GRADE. PART A ^'' / 5PIN THE SPECIFICATION PACKAGE. DRAWINGS #3, 4 & 10. MINIMUM DISTANCE BETWEEN NEW LACROSSE BOWL LIGHTING AND OVERHEAD ( / HYDOR LINE TO BE 6m. TYPICAL STANDARD SECONDARY DUCT DETAILS FOR 600V CABLES Cry / P LP C - 5 SUPPLY & INSTALL APPROX. 70m OF 2-100mm PVC / DB2 DIRECT BURIED SECONDARY DUCT & 2-100m DIRECT BURIED BELL AND ROGERS DUCTS, 4 RUNS / 500 MCM RW90 CU (1 RUNS/PH) FROM 27.6 KV 0 / SEPARATE PRICE: TO THE El ECTRI OM. / NO. REVISIONS DATE BY CONTRACTOR TO PROVIDE SPARATE PRICES FOR PART A AND PART B AS LAYED NEW OVERHEAD 347V POWER TO / OUT IN TENDER DOCUMENTS. LANEWAY LIGHTING AT 5.0m ABOVE GRADE. MAXIMUM SPAN TO BE 40m. / DURHAM ENERGY PAT A DES SPECIALIST LIMITED CONSULTING ENGINEERS PROVIDE STRAIN INSULATOR ON THE WALL. / PART B PH:(905)430-7151 FAX:(905)430-7154 PROVIDE ANCHOR AND G PART A r-- --1 6m MIN-1 5 CARLOW COURT, WHITBY ONTARIO L1 N 9T7 WIRE C/W GUARD. I1 1I info®durhamenergy.com / www.durhamenergy.com i DES PROJECT NUMBER: 04-638 P", HP-2 REFER TO DETAIL DRAWING #5 IN CCT 5 I THE SPECIFICATION PACKAGE. PROJECT: Outdoor I ►n d00 Lacrosse Sccr BOWMANVILLE 'B• I °a" I COMMUNITY PARK I I f� INDOOR SOCCER FACILITY I AND LACROSSE BOWL PARKING LOT #2 I 2375 BASELINE ROAD MUNICIPALITY OF CLARINGTON � I 5 0 = I DRAWING: P3 i \1 X REFER TO DETAIL DRAWING #5 IN THE SITE PLAN SPECIFICATION PACKAGE i - — INCOMING PRIMARY PROVIDE ANCHOR AND G 14 \ _ WIRE C/W GUAR . I _ . ` AND SECONDARY POWER o [HP-1 CONTRACTOR TO SUPPLY AND INSTALL 13.7m fire route o (45) WOOD POLE C/W ANCHORE AND GUY WIRE. apFESSrp o / F SE CUTOUTS.,B1SES-AND LIGHTING ? � L _.SE ON THIS POLE FOR 1000KVA PAD �Q F MOUNTED TRANSFORMER TO BE SUPPLIED AND 22 / INTALLED BY OTHERS. I / 3 L. N. MR,13E J o 90� o CE OF N I PARKING LOT #1 0 9 29 / BARRY- BRYAN DESIGN BY: We COM IL- I ASSOCIATES DP an PART A (1991) LIMITED DRAWN BY: t>oe QP Architects DP PART B —1 J� Engineers CHECKED BY: itlil Landscape Architect LNS L_ Project Managers DATE: 11 Stanley Court,Unit 1 FEB 2004 Whitby Ontario L1 N 8P9 SCALE: Tel: (905)666-5252 1:500 b1 Fax: (905)666-5256 e-mail: bba @bba-archeng.com FILE: 04-638E101-103 PROJECT NO: DRAWING NO: 03144 E101 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED Ike UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE do WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. GENERAL Oun=R LIGHTING NOTES: P1 / / DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED P1 CT s 1. RUN UNDERGROUND RW90XLPE CABLE IN RIGID PVC CONDUIT AND SEALED By THE CONSULTANT. C/W GROUND WIRE AS PER ONTARIO ELECTRICAL SAFETY CODE FOR PARKING LOT LIGHTING. v+ 2. RUN OVERHEAD RW90XLPE CABLE 5m ABOVE GRADE C/W STRAIN INSULATORS FOR STREET LIGHTING ON DRIVEWAY. / 3. ALL PARKING LOT LIGHTING TO BE CONTROLLED AS FOLLOWS: ALL / Z:1Clerical\Client Documents lClaringtonkLead300.jpg LIGHTS ON BY PHOTO SENSOR MOUNTED ON ROOF ABOVE / ELECTRICAL ROOM. ALL LIGHTS OFF BY TIME CLOCK LOCATED IN THE ELECTRICAL ROOM. PARKING LOT #2 4. PROVIDE GROUNDING ON EACH POLE AS PER SAFETY CODE / 5. INSTALLING CONTRACTOR TO PROVIDE FULL SIZE DRAWING FOR / / NO. ISSUES DATE BY THE LACROSSE BOWL FROM LIGHTING MANUFACTURER WITH ALL / AIMING POINTS AND COMPLETE PHOTOMETRIC GRID CALCULATIONS FOR / 1 ISSUED FOR TENDER & PERMIT APPR04 DES APPROVAL BY ENGINEER PRIOR TO CONSTRUCTION. / P2 F2 A NORTH P1 CCr 6 / / PART A II No / PART B II / II II Cr o �� / II w O z w /�2 / j // BASELINE ROAD � rn CCT 3 CT zG I I / w U ------------------------ W // --------- ----------J �i� Ir------- I \ HIGHN►AY N�GERO' 612 SOVYH SERv —B 6095- 11 4 1 KEY PLAN l -. - I I ( \ I I LE I I P3 \ Outdoor L-i 2133 �s Lacrosse I I ' v OUTDOOR LIGHTING (PARKING LOT 190 EMPTY BURIED 1 :200 __ i CONDUIT C/1N NYLON PULL I I STRING FOR FUTURE USE CCT 2 I P ❑ I I CONDUCTOR SCHEDULE FOR LACROSSE Fl n LIGHTING I I I TAG DESCRIPTION I I I I - CCT-1 MIN. 10 AWG COPPER RW90 ( I I I I I I -B, CCT-2 MIN. 10 AWG COPPER RW90 I I IPROVIDE CONCRETE LP-B, CCT-3 MIN. 10 AWG COPPER RW90 MOU NG PAD I FOR NEMA 4R I ' -B, CCT-4 MIN. 12 AWG COPPER RW90 LACROSSE LIGHTING CONTROL 1 I PANEL I r-J 2133 I 1 -B. CCT-5 MIN. 12 AWG COPPER RW90 I I LP-B, CCT-6 MIN. 10 AWG COPPER RW90 - i I I 1 CHECKPLOT M I I 000 BBA NO. REVISIONS DATE BY — ( I I CONDUCTOR SCHEDULE FOR PARKING LOT LIGHTING I /// \\\\ TAG DESCRIPTION i I DURHAM I ,- �, I — U HAM ENERGY ❑ I _ _ DES S I =` PECIALIST LIMITED I LP-C. CCT-1 MIN. 8 AWG COPPER RW90 T B I i I CCT 3 P. I �/ \`� ' CONSULTING ENGINEERS -C. CCT-3 MIN.. 6 AWG COPPER RW90 I LP-C, CCT-5 MIN. 8 AWG COPPER RW90 i I PH: 905 430-7151 F - � ( ) AX.(905)430 7154 LP—C, CCT-6 MIN. 8 AWG COPPER RW90 1 fo o `\�� II 1 i -` 5 CARLOW COURT, WHITBY ONTARIO L1 N 9T7 -------- i�/ 6072 info®durhamenergy.com / www.durhamenergy.com DES PROJECT NUMBER: 04-638 LN PO f= SCHIMU F PROJECT: TAG DESCRIPTION ( �\ 14 BOWMANVILLE P1 8m STRAINGT SQUARE GALVANIZED STEEL POLE PLUS 1 m CONCRETE BASE C/W (1) TYPE 'A' FIXTURE — — — — COMMUNITY PARK P2 8m STRAIGHT SQUARE GALVANIZED STEEL POLE PLUS 1 m -EF4—& CONCRETE BASE C/W (2) TYPE 'A' FIXTURES. i INDOOR SOCCER FACILITY P�3� 9m WOOD POLE C/W (1) TYPE 'B' FIXTURE ON 1.8m ARM I / :;. AND LACROSSE BOWL MOUNTED AT 7.5m. I ° ° 2375 BASELINE ROAD 15m TAPPERED OCTAGONAL sTEEL(BASE MOUNTED) POLE � fire route o MUNICIPALITY OF CLARIN T P4 C/W POLE ADAPTER (3) TYPE 'C' FIXTURES. DYNAPOLE -- -- -- / G ON TOS50—PA3-180 OR EQUIVALENT I / I ° DRAWING: LIGHT FDRURE SO`HEDUI F / .� TAG DESCRIPTION I if A o- OUTDOOR POLE MOUNTED METAL HALIDE FIXTURE, KEENE I / " SITE LIGHTING SILHOUETTE SR0403MA, RECTANGULAR AREA LIGHTER, 40OW, f 347V/1PH. OUTDOOR POLE MOUNTED METAL HALIDE FIXTURE, COOPER 2 2 i (�2 / B O LIGHTING OVX100MC9, 100W, 347/1 PH. %� P2 P2 / _ / \ OUTDOOR POLE MOUNTED METAL HALIDE FIXTURE, KEENE I ccr 1 cc 1 2 5 ccr 1 rout, ESSr C SILHOUETTE SR0403MA, RECTANGULAR AREA LIGHTER, 40OW, / 347V/1 PH. ' � . . SKRJIt3E ccr s ( o Cc Of �P I PARKING LOT #1 C� J D � / BARRY- BRYAN DESIGN BY: �ooNLlpl: ASSOCIATES DP : . (1991) LIMITED DRAWN BY: s OOliU:7@ 29 Architects DP / Engineers CHECKED BY: LLLLLLAI: Landscape Architect LNS Project Managers DATE: CONCRET CURBING / 11 Stanley Court, Unit 1 FEB 2004 Whitby Ontario L1 N 8P9 SCALE: F.R. Tel: (905)666-5252 1:200 M Fax: (905)666-5256 e-mail: bba @bba-archeng.com FILE: OUTDOOR LIGHTING PARKING LOT 1 AND LACROSSE P� B �� / 04-63BE101-103 1 :200 QN`- PROJECT NO: DRAWING NO: 03144 El 02 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. Z:\Clerical\Client Documents\Clarington\Lead300.jpg NO. ISSUES DATE BY 1 ISSUED FOR TENDER do PERMIT ASR04 DES NORTH II II II NO T II II II T 0 o II o a I Cr II w O o Cr_ r II z w II > II w Cr BASELINE ROAD 6 Eae II z u W W Y NO.401 HIGHW SERVICE F1D SOV7N KEY PLAN 1 CHECKPLOT 0 BBA 1.8m 0.75m (2'-6') . NO. REVISIONS DATE BY ADES DURHAM ENERGY SPECIALIST LIMITED NOTES: LIGHT POLE CONSULTING ENGINEERS 1. CONCRETE STRENGTH TO 450 BE 20 MPA. PH:(905)430-7151 FAX:(905)430-7154 u 2. PENETRATION DEPTH OF 5 CARLOW COURT, WHITBY ONTARIO L1 N 9T7 �J FULL COVER CONCRETE BASE INTO GROUND infoOdurhamenergy.com / www.durhomenergy.com SHALL BE VERIFIED WITH 150mm STRUCTURAL ENGINEER. 4m (13'-2') WHERE SUCH DEPTH CANNOT BE ACHIEVED DUE TO BED STRAIN INSULATOR ---BONDING DES PROJECT NUMBER: 04-6 CHAMFER ROCK, PROVIDE 4-20M CONDUCTOR FOR DOWELS, 1.0m LONG. DOWELS ALL HARDWARE ON PROJECT: 0 SHALL PENETRATE MINIMUM 8 AWG RW90 XLPE THE POLE 500mm INTO BED ROCK. COPPER CABLE 1 00M I I l BOWMANVILLE 11 � � II 900mm I . ANCHOR BOLTS 13.7m COMMUNITY PARK NEUTRAL WIRE I J (45') INDOOR SOCCER FACILITY 0 WOODEN POLE #4 BARE COPPER AND LACROSSE BOWL I I ' 7.5m 150mm CONDUCTOR FINISHED GRADE ® 2375 BASELINE ROAD 1 I I I I GUARD FOR WIRE MUNICIPALITY OF CLARINGTON I I I I FIBRE TUBING OR APPROVED 5m EQUAL MIN. 1370mm DEPTH 900mm 2/0 EXTRA FLEX DRAWING: 300mm GRANULAR 'B' 75mm STAPLE EVERY 50cmJ II TO GANG SITE DETAILS 2/0 AWG COPPER OPERATED RIGID PVC CONDUIT RUN IN II III SWITCH 2/0 AWG COPPER > SAND BED WITH 76mm COVER III III 1500mm MINIMUM D ALL AROUND. III — REFER TO NOTE — Ip III I I ' GRANULAR FILL II 20cm(8") I I p 2501M(10') III 20cm(8") I — — 10m TIES AT 300mm OC 250cm(10') _ �DFESSlON� 2m (6'-6") — Q l I D 8-20M VERTICAL REBAR 1.7m 19mm X 3m GROUND ROD P = 1.8m �y�0 c"ZC 19mm X 3m GROUND m 19mm x 3m GROUND RODS, fn 2 LAYERS OF TAR PAPER INSTALLED MINIMUM 3m APART TO BE BURRIED AT LEAST v._- ROD GRADIENT CONTROL MAT � L. N. Sf;ril3 '" _ (-1.2m 150MM BELOW GRADE. D • L�tiCE � LIGHT POLE CONCRETE BASE DETAIL BARRY- BRYAN DESIGN BY:POLE LIGHTING TYPE P3. INSTALLATION DETAIL WOODEN POLE GROUNDING DETAIL GANG—OPERATED SWITCH GROUNDING DETAIL ASSOCIATES DP N.T.S. N.T.S. N.T.S. N.T.S. (1991) LIMITED DRAWN BY: x 0MRM Architects DP Engineers CHECKED BY: r11NL Landscape Architect LNS Project Managers DATE: 11 Stanley Court,Unit 1 MARCH 2004 Whitby Ontario L1 N 8P9 SCALE: Tel: (905)666-5252 NTS D1 Fax: (905)666-5256 e-mail: bba @bba-archeng.com FILE: 04-63BE101-103 PROJECT NO: DRAWING NO: 03144 E103 CHECK AND VERIFY ALL DIMENSIONS ATTHE SITE. ALL ,POWER LEGEND COPYR ITPROPERTYIOFT D M ARE THE THECONSULTANTA O UST BE H RETURNED UPON GENERAL ELECTRICAL NOTES FOR EXIT LIGHTS: GENERAL NOTES: CONDUITS Vs. BX CABLE RETURN AIR PLENUM WIRING: WITHOUT QUEST. REPRODUCTION PERMISSION CONSULTANT ISFORTIDDEN.WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. 1. ALL EMERGENCY LIGHTS AND EXIT SIGNS SHALL BE CONNECTED DIRECTLY TO 1. ALL INDOOR EXPOSED WIRING IS TO BE DONE BY RIGID METAL CONDUIT TAG DESCRIPTION DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED THE CEILING SPACE IS USED AS A RETURN AIR PLENUM AND SEALED BY THE CONSULTANT. A SEPARATE LOCKABLE BREAKER AND TIED INTO BATTERY BACKUP. ONLY. ELECTRIC FORCE FLOW SCHEDULE (SUPPLIED AND INSTALLED BY ELECTRICALS AND THEREFORE ALL WIRING SHALL CONFORM TO CODES 8 15A 120V 1 PH GROUNDED DUPLEX RECEPTACLE 2. EXIT SIGNS MUST BE CONNECTED TO A CIRCUIT SUPPLYING EMERGENCY 2. BX CABLE IS ACCEPTABLE THROUGH HOLES IN CONCRETE, BRICKS OR FOR THIS APPLICATION. TAG FF-1 FF-2 FF-3 FF-4 15A 120V 1PH GROUNDED DUPLEX RECEPTACLE C/W LIGHTING IN THE AREA WHERE THESE EXIT SIGNS ARE INSTALLED. STEEL STUDS PROVIDED IT IS NOT SUBJECT TO MECHANICAL DAMAGE. SERVICE MAIN ENTRANCE SOUTH VESTIBULE WEST ENTRANCE NE ENTRANCE ISOLATED GROUND FOR COMPUTERS, FAX, COPIERS ETC. 3. EXIT SIGNS MUST BE ILLUMINATED CONTINUOULSY DURING THE TIME THE 3. IN ATTIC SPACES OR THE T-BAR CEILING SPACES, ALL WIRING SHALL BE MAX 8 PER CIRCUIT. LABEL ALL COVERS. BUILDING IS OCCUPIED. CAUTION SHOULD BE TAKEN TO ENSURE THAT A CIRCUIT DONE WITH RIGID METAL CONDUIT WITH JUNCTION BOXES. BX IS ACCEPTABLE MANUFACTURER OUELLET OUELLET OUELLET OUELLET 15A 120V 1 PH GROUNDED DUPLEX STEEL RECEPTACLE SUPPLYING BOTH EMERGENCY LIGHT AND EXIT SIGNS IS NOT CONTROLLED BY FOR LAST 5'(1.5m) FOR FINAL CONNECTION TO EQUIPMENT/COMPONENTS. MODEL OACP1500 OACP1500 OACP1500 OACP1500 ® C/W STEEL FACE PLATE SWITCH, TIME CLOCK OR BY OTHER MEANS. CEILING FAN SCHEDULE (SUPPLIED AND INSTALLED BY ELECTRICAL) TYPE CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED 15A 208V 1 PH GROUNDED DUPLEX STEEL RECEPTACLE 4. BX CABLE MUST BE STRAPPED TO SUPPORT WITHIN 12" (300mm) OF ITS C/W STEEL FACE PLATE 4. WALL MOUNTED EXIT LIGHTS TO BE MOUNTED 12 (300mm) ABOVE THE DOOR TERMINATION IN A BOX OR OTHER EQUIPMENT. SERVICE ARENA COLOUR WHITE WHITE WHITE WHITE WHERE SPACE PERMITS. PA SPEAKER LOCATION. RUN 190 EMPTY CONDUIT C/W MANUFACTURER CANARM HEATING CAPACITY watts 1125 1125 1125 1125 OQ NYLON PULL STRING TO EACH LOCATION SHOWN ON No. ISSUES DATE BY 5. WALL MOUNTED EMERGENCY LIGHTS TO BE MOUNTED MINIMUM 8'(2.5m) AFF. MODEL CP56FR (16" ROD) AIR FLOW I/s (CFM) 73 (160) 73 (160) 73 (160) 73 (160) DRAWINGS. APR mm 410 x 810 410 x 810 410 x 810 410 x 810 PA SYSTEM LOCATION. RUN 190 EMPTY CONDUIT C W i ISSUED FOR TENDER & PERMIT 08/04 DES TYPE INDUSTRIAL DIMENSIONS pA / COLOUR WHITE ELECTRICAL volt/ph 208/1 208/1 208/1 208/1 NYLON PULL .STRING TO LOCATION SHOWN ON DRAWINGS. BLADES wattICP93-56 3 0 14000 (56") WEIGHT kg (IDS) 9 (20) 9 (20) 9 (20) 9 (20) v DATA AND VOICE OUTLET BOX SPECIAL NOTE: ELECTRICAL volt/ 120/1 CONTROLS BUILT-IN THERMOSTAT BUILT-IN THERMOSTAT BUILT-IN THERMOSTAT BUILT-IN THERMOSTAT 120V 1 PH GROUNDED DIRECT EQUIPMENT CONNECTION CONTROLS MC3 SPEED CONTROLLER FOR ACCESSORIES DRYWALL CEILING T-BAR ADAPTOR T-BAR ADAPTOR T-BAR ADAPTOR EXPOSED CONDUITS ARE NOT ACCEPTABLE. 2 FANS MOUNTED 602x602mm 602x602mm 602x602mm ® 208V 1 PH GROUNDED DIRECT EQUIPMENT CONNECTION ACCESSORIES WIRE GUARD OACP-T-BAR OACP-T-BAR OACP-T-BAR ELECTRICAL CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR TO 208V 3PH GROUNDED DIRECT EQUIPMENT CONNECTION HAVE ALL CONDUITS POURED IN PLACE IN TILT WALLS. 575V 3PH GROUNDED DIRECT EQUIPMENT CONNECTION ELECTRICAL CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR TO ALL CONDUITS FOR ARENA EQUIPMENT TO BE EMBEDDED IN THE WALLS PRIOR TO POURING CONCRETE. PROVIDE SURFACE HAVE ALL CONDUITS CHASED THROUGH BLOCK WALLS. MOUNTED JUNCTION BOXES FOR FINAL CONNECTION. O LINE VOLTAGE THERMOSTAT COORDINATE WITH GENERAL CONTRACTOR. REFER TO DRAWING E801 FOR SUPPLIED AND INSTALLED BY MECHANICAL ELECTRICAL DISTRIBUTION DETAILS. O SPACE SENSOR 2 3 4 5 6 7 8 9 9X S SUPPLIED AND INSTALLED BY MECHANICAL TO BE ® SPEED CONTROLLER FOR CEILING FANS POWER RECEPTACLE MOUNTED ABOVE LE TO LOCK. SUPPLIED AND INSTALLED BY ELECTRICAL COORDINATE EXACT LOCATION WITH TIMECLOCK GENERAL CONTRACTOR. © SUPPLIED BY MECHANICAL AND INSTALLED BY ELECTRICAL APPROXIMATELY 4.5m AFF. ® SUPPLED BY MECHANICAL THERMOSTAT INSTALLED BY ELECTRICAL MO NT AT 12' A.F.F.TYPICAL SCOREBOARD CONTROL PANEL EXHAUST FAN SWITCH REQUIREMENTS WITH GENERAL ELEC RM IN THE FIELD WITH WIREGUARD I I LOCATION. COORDINATE EXACT I ( S SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. _ 120 - HYDRO a NON-FUSED DISCONNECT SWITCH METER BU-6 XI POWER PANEL BU-4 ccr 43 _ - - - ® ccr s BU-5 _04"� ccr** BU-6 ® ccr 22 120V 1 PH I z' TO UH-1, 3, 5 EF-1. I B 1 120V/1 PH "C" DENOTES RECEPTACLE ABOVE COUNTER OR TABLE BU-4 J UH-6 A EF-7 120V/1 PH 2s I _ JB cc7 r BU-1 ccr r "GFI" DENOTES GROUND FAULT CIRCUIT INTERUPTOR 120V/1 PH ® "SC" DENOTES OUTLET ON A SEPERATE CIRCUIT UH-1 I KEYED SWITCH FOR UH 5 ccr # DENOTES MOUNTING HEIGHT AFF. I ELECTRIC CURTAIN. CCr ao Oil ccr r 120V/1 PH ccr 2s I 1- EF-6 120V/1PH ccr 27 I I I I I I I EF-1 & MD- 120V/1 PH RUN EMPTY CONDUITS IN CEILING SPACE rCCT IACKBOARD FOR FA-1 & MD-1 I FROM ELECTRICAL ROOM TO LOBBY C/W ELL TELEPHONE. NYLON PU L STRING AND JUNCTION BOXES EMERGENCY EQUIPMENT LEGEND I AS PER SPECIFICATIONS. (1)5041 FOR DATA ## LUMACELL LER770U-LED EXIT LIGHT UNIVERSAL I BACKBOARD FOR - - AND CABLE AND (1)250 FOR TELEPHONE. �v/� STORAGE ROGERS CABLE r=I FIXTURE I IUH-8 ll9 ## DENOTES BATTERY UNIT 3�# L GWTC _WALL MOUNTED. 12WATT DUAL HEAD EMERGENCY C ccr 1 ( Off.as car 1 T �BU-1 ## DENOTES BATTERY UNIT 120V/1 PH 1120V/1 PH ## LUMACELL MQ1 - 12V 12WATT SINGLE HEAD CEILING FAI, CEILING FA ®U BU-1 EMERGENCY LIGHT, WALL MOUNTED. BU 6 Q B -1 - DENOTES BATTERY UNIT MQ11 - 12V 12WATT DUAL HEAD EMERGENCY I I ( BU-1 LIGHT,MOVABLE CEILING MOUNTED. / - c�cr >•s�s ## DENOTES BATTERY UNIT I LUMACELL MQ2 - 12V 12WATT DUAL HEAD EMERGENCY CHANGE RM ��/1PH ## ll II G9-D LIGHT, MOVABEL CEILING MOUNTED. 117 I ## DENOTES BATTERY UNIT 1 ccr 5 5 ## LUMACELL DR213OWHMR16- 24V, 50WATT DUAL HEAD WRM EMERGENCY LIGHT C/W WIREGUARD. 120 /1 PH I BU-1 B S� ## DENOTES BATTERY UNIT ccr 43 I ELECTRIC CURTAIN I 117-B I ar 4 I 117-A U-1 ## LUMACELL DR2130WHMR16-24V, 50WATT DUAL HEAD I EMERGENCY LIGHT, MOVABLE CEILING MOUNTED C/W CORRIDOR 3 ® 0e0 WIREGUARD. I I 118 ° FI-C ## DENOTES BATTERY UNIT I BU-4 I I I BU-5 I BU-61 LUMACELL RG12S200/2MQ12-347V DUAL HEAD ( MOUNT ON THE JOIST I �r s S BU-1 040 - BATTERY PACK BU-1 LOAD - 158 WATTS ccr a i i 116-A 6- LUMACELL RG12S200/2MQ12-347V DUAL HEAD BATTERY PACK BU-2 LOAD - 128 WATTS II I I I I I cacr 44 I BU-1 ccr 5 1 1 OV/1 PH BATTERY PACK LUMACELL RG12S200/2MQ12-347V DUAL HEAD EF-4 BU-3 LOAD - 152 WATTS C HANGS RM T016 QQDD LUMACELL RG24S432/DR2130WHMR16,50W -347V DUAL 116 BU-4 HEAD BATTERY PACK C/W WIRE GUARD LOAD -334 WATTS Qty LUMACELL RG24S432/DR2130WHMR16,50W -347V DUAL II I' FFD_s 3 BU-5 HEAD BATTERY PACK C/W WIRE GUARD I I I I I I I 575V/3PH U-1 LOAD -322 WATTS NO. REVISIONS DATE BY 1 INSTALL FROM ?OOF I RTU-2 CHANGE RM / 1 DECK BETWEEN JOISTS. nD LUMACELL RG24S432 DR2130WHMR16,50W-347V DUAL TYPICAL. ARENA WEATHERPROOF _ 115 BUO-6 LOAD BATTERY K C/W IRE GUARD 334 WATTS DURHAM ENERGY 1 SCONNECT ON ROOF. ccr 5 / 0121 1 ccr 5 GENERAL ELECTRICAL NOTES: IDES SPECIALIST LIMITED / cc-r t B 1 ccr.0 I I ! ccr as ALL DEVICES TO BE MOUNTED IN c�ABU-2 120V/1 PH I ` 120V/1 PH I 500x5OOxl 5Omm DEEP PANEL. � � 0 1. THOROUGHLY REVIEW AND COORDINATE WITH ARCHITECTURAL CONSULTING ENGINEERS � HOW U-2 DRAWINGS PRIOR TO PRICING AND INSTALLATION. CEILING FA CEILING FA TO UH-1, 3, 5 & EF-1 115-A PH:(905)430-7151 FAX:(905)430-7154 SENSOR. B 2. CONCEAL ALL CONDUIT AND COMPONENTS IN CEILING SPACE OR 5 CARLOW COURT, WHITBY ONTARIO L1 N 9T7 TO UH-2, 4, 6 & EF-2 WALLS. RUN TIGHT TO ROOF DECK OR FLOOR ABOVE WHERE CEILING ' / 'SENSOR. - IS EXPOSED. RUN TIGHT TO WALL OR COLUMN WHERE WALLS ARE infoOdurhomenergy.com / www.durhomenergy.com ZFOR/EFSWITCH o GFI- EXPOSED. DES PROJECT NUMBER: 04-638 cci 26 1 I TO BE LOCATED ON NORTH I T T T T H H H/O/A SWITCH TO '� �r 3 0 3. PROVIDE JUNCTION BOXES C/W COVER PLATES AS REQUIRED BY 120V/1 PH �O00OO FOR EF-2 114- BU-2 CODE. FA-2 & MD-2 WALL OF OFFICE 104. ) ! BU-2 S 114-A PROJECT: TO t � •STO RTU-2 & c�ar ccr s 4. ALL COMPUTER DUPLEX RECEPTACLES TO BE CONNECTED C/W EFT03Z; \`STO RT OR& 120V/1PH � BU-2 B -2 ISOLATED GROUND. BOWMANViLLE ccr 2s EF-4 SENSOR EF-2 & MD-4 5. EACH NEW PHOTOCOPIER, FAX MACHINE, AND PRINTER DUPLEX TO COMMUNITY PARK 120V/1 PH I I I I I I I ccr 5 CHANGE RM BE ON A SEPARATE DEDICATED CIRCUIT C/W ISOLATED GROUND. BU-4 UH-2 114 GFl BREAKER SIZE TO BE AS PER EQUIPMENT RECOMMENDATIONS. INDOOR SOCCER FACILITY 120V�l PH B1 1-5 123 BU-6 ccr.io to 6. MOUNT NEW RECEPTACLES 16"(400mm) A.F.F. UNLESS OTHERWISE AND LACROSSE BOWL OH-3 ® 575V/3PH TO UH-2, 4, 6 EXR 120V/1 PH BU-4 _ --- -------------------- --RTU-1--- -- +*-----------& EF-2.--- -- - BU- ----UH-4 ------- 72"(1s ET 2375 BASELINE ROAD ------------------------- ---------------- ---------------------------------------------------------------------- - -- Alp REF RM # _ 7. RECEPTACLES LOCATED WITHIN OOmm) OF A DAMP OR W ccr'ENA VEST 111 112 ' LOCATION SHALL BE GROUND FAULT CIRCUIT INTERRUPTER TYPE. MUNICIPALITY OF CLARINGTON BU-3 ` / 122 Fn-5 BU-24 10 8. ALL INDOOR WIRING TO BE RUN IN CONDUIT OR OTHERWISE NOTE o-� AND ALL OUTDOOR WIRING TO BE RUN IN LIQUIDTIGHT AS PER BU-3 ccr �s is ®❑�---- WEA HER PROOF race s ' SPECIFICATIONS. DRAWING: 208V/1 PH BU-3 DISCONNECT ON ROOF. BU-3 BU-3 Ccr :•s BU-2 REF RM # 2 FF-3 o-AD lei �D JB 120V 1 PH JB 113 9. REFER TO PANEL LAYOUTS. VAV-, POWER LAYOUT cer 11 � r ccr a OFFICE COORDINATE EXACT LOCATION acr 4042 �+ 10. BRANCH CIRCUIT BREAKER AMPERE INTERRUPTING CAPACITY TO ccr 45 BU-3 S 104 8 WITH GENERAL CONTRACTOR. 208V 3PH BU-2 20V 1 PH MATCH BUS RATING. PROVIDE 10� SPARE FOR FUTURE. 120V/1 PH T �7 ® 2 LOBBY cci s EDH-1 �y VAV 2 I 11. IDENTIFY EACH WIRE AND CABLE AT EVERY TERMINATION POINT. GFl- C-C XR 120V/1 PH P_1 �r it �:, 102 - IDENTIFY ALL CONDUITS WITH "NEAT" COLOUR BANDS AT NO MORE HWT-1 7 ST TO OCT - C 0 T ccr s ccr s T THAN 300" 7500mm INTERVALS AND ON BOTH SIDES OF WALLS & 120V/1 PH ccr 47 I ° 106 RTU-1 C RDINATE EXACT LOCATION ON FLOOR. ( , POWER VENTER SPRINKLER 'RM o Ccr 4 FOOD STAND SITE. LOW LEVEL FOR SERVER. -G DSC MEETING RM OfESSt SC-1000 mrn 1-03-1 HIGH LEVEL FOR OFFICE ccr " 108 g FRIDGE :KRIDG �� ® EQUIPMENT TO BE CONFIRMED. SC 9 110 � 12. FOR CONDUITS BENDS GREATER THAN OR EQUAL TO 270', A rr MENS WRM `xr a GFI OMENS cars 0VV 1 H CIELING MAIN OFFICE ccr r ' PULL BOX MUST BE PROVIDED. 2y o 0 105 EF- wcc-r �� MOUNTED I ,TO© 107 U-3 ccr a - ® 109 13. ALL RIGID METAL CONDUITS SHALL BE FIRMLY FASTENED IN PLACE L. (�. 31tR E B s C BU--3 B _3 CCr 4 C ccr 25 ccr r2 ®ccr SO AS TO SUPPORT THE WEIGHT OF CONDUIT AND TO PREVENT ANY ccT O O '4 SC cCr r4 p PA ccr 2 STRAIN OR STRESS AT TERMINATIONS ACCORDING TO ELECTRICAL CODEo �o T I 12-1010. o � �PQ _ _ _ _ GFI CEILING MOUNTED fvoE of 0 G 19 /1 PH - CASH REGIST R car 14. WHERE CONDUITS RUN HORIZONTALLY ACROSS WALL STUDS, UH-7 120V/1 PH ­120V/111H ccr 10 RECEPTACLE. CCr f517 LOCATION TO B BUI� NOTCHES SHOULD BE CUT, AND THEN PROTECTED BY STEEL PLATES. ccr EF-3 208V/1 PH CONFIRMED. FOR HC DOOR mm COMM. ccr 19 FF-2 Ol OPENER 15. NON CURRENT CARRYING METAL PARTS FOR FIXED EQUIPMENT BARRY- BRYAN DESIGN BY: I 208V/1 H SHALL BE BONDED TO GROUND. ASSOCIATES DP PROVIDE 208V/1 PH RECEPTACLE FOR GX A I FF_1 \ (1991) LIMITED DRAWN BY: e FRENCH FRY COOKER. ELECTRICAL �s9 n CCr 7 16. CONDUITS AND BOXES SHALL BE SIZED ACCORDING TO CODE DP ccr r5» Architects CONTRACTOR TO SUPPLY AND INSTALL I - - - - - - - - - REQUIREMENT BASED ON THE NUMBER OF CONDUCTORS. Engineers CHECKED BY: % PLUG END ON EQUIPMENT CABLE. I...I - - - -- -- Landscape Architect LNS LOCATION TO BE CONFIRMED. BURI D CONDUIT 0 cc ,5 OUTD OR HC PADDLE. 17. INSTALL SEPARATE BONDING IN LIQUID TIGHT CONDUITS. Project Managers DATE: 120V/1 PH CA14OPY ABOVE 18. DISCONNECT SWITCHES FOR HVAC EQUIPMENT MUST BE INSTALLED 11 Stanley Court,Unit 1 MARCH 2004 0---- FOR HC DOOR ELECTRI AL CONTRACTOR TO WITHIN 3m. Whitby Ontario L1 IN SP9 SCALE: -�� OPENER PROVIDE EMPTY CONDUIT WITH Tel: (905)666.5252 1:100 NYLON PULL STRINGS FOR HC 19. MOTORS OTHER THAN AIRCONDITIONERS MUST HAVE DISCONNECT Fax: (905)666-5256 ------PADDLE COORDINAt EXACt \ � WITHIN SIGHT AND 9000mm OF THE MOTOR AND/OR STARTER. email:bbe@bb"rchmV.com FILE: P.A iQ�ATI -OF-HG-PADDLES WITH 04-636EW1- DOOR PERATO _ 20. DRY TYPE OPEN VENTILATIED TYPE TRANSFORMER SHALL BE TYPICA OF 4. _ - - ___ MOUNTED SO THAT THERE IS AN AIR SPACE NOT LESS THAN 150mm PROJECT NO: DRAWING NO: 7 � BETWEEN TRANSFORMER ENCLOSURES OR ANY ADJACENT SURFACE 03144 E 7X y 8x 8y y y 9X EXCEPT FLOOR. CHECK AND VERIFY ALL DIMENSIONS ATTHE SITE. LIGHT FIXTURE SCHEDULE ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED RETURN AIR PLENUM WIRING: UPON REQUEST. REPRODUCTION OF DRAWINGS IN PARTOR WHOLE GENERAL LIGHTING NOTES: WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. TAG DESCRIPTION MAKE / MODEL DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED 1. ALL CONDUIT AND ELECTRICAL COMPONENTS SHALL BE MOUNTED TIGHT TO THE CEILING SPACE IS USED AS A RETURN AIR PLENUM AND SEALED BY THE CONSULTANT. ® LAY-IN T-BAR 2x4 FLUORESCENT FIXTURE, STANDARD LENS, CFI FLUORESCENT ROOF DECK OR SLAB ABOVE AND RUN PARALLEL TO BUILDING LINES. AND THEREFORE ALL WIRING SHALL CONFORM TO CODES ELECTRONIC BALLAST, 3-T8 TUBES, 347V/1 PH AA348347SOVA 2. PROVIDE JUNCTION BOXES C/W COVER PLATES AS REQUIRED BY CODE. FOR THIS APPLICATION. ® LAY IN T-BAR 1x4 FLUORESCENT FIXTURE, STANDARD LENS, CFI FLUORESCENT ELECTRONIC BALLAST, 2-T8 TUBE, 347V/1 PH AA248347SOVA 3. ALL INDOOR WIRING TO BE RUN IN CONDUIT AND ALL OUTDOOR WIRING TO BE RUN IN LIQUIDTIGHT AS PER SPECIFICATIONS. FREE HANGING 4' FLUORESCENT STRIP LIGHT, WRAP AROUND CAGE, CFI FLUORESCENT CHAIN SET, ELECTRONIC BALLAST, 2-T8 TUBE, 347V/1 PH SB248347SO-SB8G2-48-EE9HC 4. REFER TO PANEL LAYOUTS. METAL HALIDE ULTRABAY 843 SERIES LIGHT FIXTURE, ELECTRONIC KEENE 5. THOROUGHLY REVIEW AND COORDINATE WITH ARCHITECTURAL DRAWINGS PRIOR AE BALLST, 40OW, 347V/1 PH C/W WITH WIREGUARD 843P400MAL-833WG TO PRICING AND INSTALLATION. NO. ISSUES DATE BY opt RECESSED CEILING MOUNTED WATER TIGHT POT LIGHT, ELECTRONIC LIGHTOLIER, M BALLAST, 70W, 347V/1PH 1102H7OH3Y-1126HWH 1 ISSUED FOR TENDER dt PERMIT 08R DES 0804 y�P2 J0RECESSED CEILING MOUNTED FLUORESCENT POT LIGHT, STANDARD LIGHTOLIER, CALCULITE LENS, ELECTRONIC BALLAST, 26W TTT, 347V/1 PH 612632BG347-8021 CCL y�P3 RECESSED CEILING MOUNTED FLUORESCENT POT LIGHT, STANDARD LIGHTOLIER, CALCULITE JJrr�� LENS, ELECTRONIC BALLAST, 32W TTT, 347V/1 PH 612632BG347-8021 CCL WALL MOUNTED OUTDOOR FIXTURE. DIE CAST ALUMINUM MOUNTED KEENE, EXCELINE CLASSIC SERIES Fowl AND 3m AFF C/W IMPACT RESISTAND UV STABALIZED LENSE. 70W CWM70A METAL HALIDE, 347V/1 PH $ $' LIGHT SWITCH, 3-DENOTES 3 WAY SWITCH 1 2 3 4 5 6 7 8 9 9x I I I I I I I I I I I ( I I I I I I I I I I I I I I w1 wl � - o ® _ ®� 3021 6287 6287 6287 6287 6287 6287 6287 628 4284 of C �__, C ELEC RM wl ccr of ecr I c�cr r� ME racy rs 0E Ufa 0E ccr rr �XIE ccr 0s 0E o�cT� 0E ( ccr os OE I ccr os OE I ' E I racy 01 �'� Fowl C1 " C �� COORDINATE INSTALLATION OF ALL — — STORAGE ROOM LIGHTING WITH OVERHEAD DOOR LOCATIONS. II STORAGE' I I I I I I I I I 119 I I I I 5800 0E I 0E I 0E OE 0E 0E 0E 0E I I I I I I I NL I I I 1 I I I I 6220 ' 117 — — — — I I — — — — II— — — — — — — — — — — — — I I — — — — I — — — — II— — 0E 0E �E OE 0E 0E 0E 0—E M I 17-B I I I I I I I I iof I-O 1 I I I I I I o CCT 7 5800 = ro 01/-- P1 I I I I I I I I I G�CT 0 SO— I �— - - I I C RI OE 0E 0E �(E 0E 0E OE 0E ME ILI" i - - - - - - - - - - - - - - - - - -- -- - — - - I I I I I I I I � G E R I I ( I I I I I I I ARENA I I I 5380 I I NO, REVISIONS DATE BY ( 11 :. DES DURHAM ENERGY i SPECIALIST LIMITED OE I 0E I OE I E OE 0E I )3(E I )O(E I OE I 115B CONSULTING ENGINEERS II ccr PH:(905)430-7151 FAX:(905)430-7154 P1 5 CARLOW COURT, WHITBY ONTARIO L1 N 9T7 I gr, 03 info®durhamenergy.com / www.durhomenergy.com i I I I 5800 I cc o3 I 1 DES PROJECT NUMBER: 04-638 I ' PROJECT: j 1 A ' 11 _B \ BOWMANVILLE I I ( O^ E I 0E I 0E E OE 0E I �E I 0E I 0E I COMMUNITY PARK VEST AREA, I C E M INDOOR SOCCER FACILITY 11 1 W I AND LACROSSE BOWL I I I I I I I I 14 �T D REF RM 1 2375 BASELINE ROAD ------------------------------------------ ----------------------------------------------------- ---------------------------------------------------- ----------------------------------------------------------- ------ ------------------------------------------------------------------------------------------------- - 11 ccr MUNICIPALITY OF CLARINGTON T.Y . \ REF RM 2 10 113 DRAWING: i I I I HNL I I s NL I I NL LA — W1 LIGHTING LAYOUT W ST A N LI H NG ST RNA LI HT G s ccr s l � _ Ll r _2 0 1 N CE i O 104 I L J \� LP 4 1 9 I 1 I OFESS1p 5 RID -� -- I QA ` CG7 7 Fr C wl '�� _ Cy - DS M G RM I u SY,R13F m SPRINKLER RM El EN M � PC$ � L. P..1 6 7 0 07 I f 5 I I I - - - - - - - b - - - - - - - - - - o`f � — �— — --r � \ \ I CE Of N�P� FOOD STAND I Ay,�pt �..,,CCpl WOMEN5 WRM 103 I I M�__�M ;l ! N VESTIBU �•�\ 1 I I 101 \I BARRY-BRYAN DESIGN BY: ccT s P3 ASSOCIATES DP (1991) LIMITED DRAWN BY: s 0011IRrEre I I ---� I Architects DP IL--- — -- ------- ------- \ Lan CHECKED BY : Landscape Architect LN3 % per'-- -----ip� � Pi �\�\ Wl ' Project Managers DATE: I -—- --—- I �` I 11 Stanley Court,Unit 1 MARCH 2004 Whitby Ontario L1 N 8P9 SCALE: I I _ �` ' I I I I N\ I Tel. (905)666-5252 1:100 E1 Fax. (9 6 ma: bba@bba-amhoW.com FILE: 04-63SE202 PROJECT NO: DRAWING NO: 7x 7y 8x 8y 9y 9x 03144 E202 I I CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. TAKE OFF POLE TO BE SUPPLIED AND INSTALLED BY HYDRO ONE. No. ISSUES DATE BY 1 ISSUED FOR TENDER do PERMIT APR 04 DES 1 HP-1 HP–XFMR 27.6W TO POLE HP-2 HP S&C MAKE GANG OPERATED OVERHEAD LOAD BREAK SWITCH 34.5KV, 600A CONTINUOUS, 40KA A.I.0 MOUNTED ON GANG OPERATED OVERHEAD LOAD HP–XFMR. TO BE SUPPLIED AND INSTALLED BY HYDRO ONE. a BREAK SWITCH 34.5KV, 600A CONTINUOUS 40KA A.I.C. SUPPLIED 2.236m (7'-4") 4.675m (15'-4") AND INSTALLED BY THIS CONTRACTOR. FUSE CUTOUTS WITH STD SPEED 20A FUSE LINKS MOUNTED ON HP–XFMR. TO BE SUPPLIED AND INSTALLED BY HYDRO ONE. ELECTRICAL ROOM. WEST WALL ELECTRICAL ROOM. NORTH WALL INTERMEDIATE CLASS LIGHTNING ARRESTER, DUTY NTS NTS CYCLE 21 KV, MOCV:17KV MOUNTED ON HP–XFMR. SUPPLIED AND INSTALLED TO BE SUPPLIED AND INSTALLED BY HYDRO ONE. BY HYDRO ONE. TO PHOTOCELL 3x 100kVA, 3#10, 9Z 2.5 27.6KV/16KV/60OV/347V POLE MOUNTED ),(3_ f TO BE TRANSFORMER. TO BE SUPPLIED AND NSDTAOL DE IN RA SUITABLE INSTALLED BY HYDRO ONE. WEATHERPROOF ENCLOSURE --I I— ON THE OUTSIDE OF THE 500mm TYPICAL OF 6. C:::3D EAST WALL. COORDINATE If cult=12844A(ASSUMED TSWITC pp_q 4D WITH HYDRO ONE. INFINITE BUS r=pr— TC-3 H.O.A GENERAL POWER IN ELECTRICAL ROOM C� METERING DIRECT BURIED 4#500 MCM CU IL 11 RW90 XLPE, APPROX. 70MTR, © 400A,60OV,3PH j 2#100mm C. REFER TO DETAIL MP–A I ON DRAWING E101. I LIGHTING LP–A LIGHTING LP–C LP–D C::--D C::31) j CONTROL INDOOR CONTROL OUTDOOR INDOOR 2500mm PANEL A SOCCER PANEL C PARKING LOT GENERAL O E> LIGHTING LIGHTING LIGHTING Ifault=9197A � FUSIBLE DISCONNECT C=D &]D I AT–AMPERE TRIP SETTING �---660mm--1 AF–AMPERE FRAME OF BREAKER CT BOX FOR PUC � 400A,60OV,1009 RATED MAIN DISCONNECT-1009 RATED FEEDERS– 809 RATED TO REMOTE SWITCHES IN 710mm © C--=D OFFICE(104). REFER TO 75kVA, 30 DRAWING E202. 60OV/208V/120V LIMITRON,KTU,400A DRY TYPE C� TRANSFORMER–T1 2400mm I 100mm METERING CT BOX HYDRO METER TO BE "CH" OR "SIEMENS" MAKE 400A,6OOV,3PH,4WIRE MP–A,18 KA A.I.0 INSTALLED IN A SUITABLE 2/0 AWG COPPER WEATHERPROOF ENCLOSURE ON THE OUTSIDE OF THE FD-1 FD-2 FD-3 FD-4 FD-5 FD-6 FD-7 FD-8 FD-9 FD-10 FD-11 FD-12 FD-13 FD-14 EAST WALL. COORDINATE WITH HYDRO ONE. 60AT 60AT AAI 60AT 25AT 15AT 60AT 60AT l XX XX XX XX 90AT 10OAF 100AF 0AF 100AF 100AF 100AF 100AF ) 100AF 100AF / 100AF 10OAF 100AF ) 100AF ) 100AF i U U E E to M M 0 20mmx3mm GROUND RODS TO BE z z INSTALLED AT LEAST 3m APART. 0 + Milt � U U i s U U PHOTOCELL E E C3 rE r – H.O.A E Oi Cl 0 z° z° vi co z Z U U + ° ° UNDERGROUND CONDUITS TIME SWITCH v ;w-. NO. REVISIONS DATE BY TC-3 `r SUPPLY AND INSTALL 8 z DES C/ CONTACTOR C/W REMOTE DURHAM ENERGY POLE, LIGHTING w RTU-1 RTU-2 SPARE SPARE PROVISION PROVISION PROVISION PROVISION PROVISION SPECIALIST LIMITED SWITCHES IN SUITABLE METAL NEMA 1 C1'1 C1 p CONSULTING ENGINEERS ENCLOSURE. TYPICAL OF REMOTE z PH:(905)430-7151 FAX:(905)430-7154 REMOTE � TWO (C1, C1.1) SWITCH-2 SWITCH-1 3 #3+GND, 50C E LP–A LP–C POWER / LIGHTING PANEL DIMENSIONS 5 CARLOW COURT, WHITBY ONTARIO L1 N 9T7 � LP–D 1. MAIN POWER SWITCHBOARD MP–A 94"Wx24"Dx96"H info®durhamenergy.com / www.durhamenergy.com 60A, 60A, 60A, CCT's CCTO's 24CCT, °z 24CCT, 24CCT, DES PROJECT NUMBER: 04-638 60OV, 60OV, 60OV, 2. LIGHTING PANELS. ELECTRICAL ROOM 11,13,15,17 1,3,5,7,9 + 3PH,4W 3PH,4W 3PH,4W INDOOR d OUTDOOR INDOOR Q 75kVA, 30 LP–A LIGHTING FOR INDOOR SOCCER : 20"Wx5.7"Dx42"H PROJECT: i 60OV/208V/120V LP–C OUTDOOR PARKING LOT LIGHTING : 20"Wx5.7 Dx42"H SOCCER PARKING GENERAL DRY TYPE LP–D INDOOR GENRAL LIGHTING : 20"Wx5.7"Dx42"H 1 LIGHTING LOT LIGHTING TRANSFORMER–T1 BOWMANVILLE LIGHTING 3. POWER PANEL, ELECTRICAL ROOM COMMUNITY PARK � U OD PP–A: GENERAL POWER : 20"Wx5.7"Dx42"H n 60A 4. TRANSFORMER. ELECTRICAL ROOM INDOOR SOCCER FACILITY AND LACROSSE BOWL v ® KEY OPERATED PUSH BUTTON TO BE MOUNTED T1: 75KVA. 60012081120V DRY TYPE 26"Wx17"Dx28"H C2 ON THE ENCLOSURE DOOR. 2375 BASELINE ROAD ° 5. LIGHTING PANEL. LACROSSE FIELD 60A M MUNICIPALITY OF CLARINGTON LP–B LIGHTING FOR LACROSSE BOWL 20"Wx5.7"Dx42"H 2 KEY ICc LP-13 SUPPLY AND INSTALL 60A DISCONNECT, 60A, OPERATED PP–A ELECTRIC T/C-2 LACROSSE 3POLE POWER CONTACTOR, TIME SWITCH AND DRAWING: PUSHBUTTON ROOM BOWL DOOR MOUNTED KEY SWITCH IN A NEMA 4R TIME SWITCH LIGHTING ENCLOSURE FOR LACROSSE BOWL LIGHTING. REFER TO DRAWING E102 FOR LOCATION. SINGLE LINE DIAGRAM TIME SUPPLY AND INSTALL 60A DISCONNECT, 60A 3POLE SWITCH POWER CONTACTOR, TIME SWITCH AND DOOR MOUNTED TC-2 KEY SWITCH IN NEMA 4R ENCLOSURE ON LACROSSE FIELD AS SHOWN IN THE DRAWING PP–A E101. 225A, 60CCT, 208V, OF ES Srpti 3PH,4W Qp. q� LP–B 60A, 24CCT, 60OV, Z 3PH,4W FOR LACROSSE L. N SKRI FIELD LIGHTING CE OF 0� I BARRY- BRYAN DESIGN BY: 000 calm. ASSOCIATES DIP (1991) LIMITED DRAWN BY: x OMrL e Architects DP , Engineers CHECKED BY: Nlw: Landscape Architect LNS Project Managers DATE: 11 Stanley Court,Unit 1 MARCH 2004 SINGLE LINE DIAGRAM POWER DISTRIBUTION DIAGRAM Whitby Ontario 1_1N 8139 SCALE: NTS NTS Tel: (905)666-5252 NTS E1 Fax: (905)666-5256 email: bba@bba-arche%com FILE: 04-ME801 PROJECT NO: DRAWING NO: 03144 E801 i CHECK AND VERIFY ALL DIMENSIONS ATTHE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. LOCATED IN DISTRIBUTION PANEL MP-A I NO. ISSUES DATE BY 1 ISSUED FOR TENDER do PERMIT O�SR04 DES LP-A 60A, 24CCT, 60OV, 3PH,4W FOR INDOOR SOCCER MP-A 1�OOAF LIGHTING FD-1 T C1 --v I TO CCT NOS. /h 1,3,5,7,9 — 0 I C1.1 I 11 TO CCT NOS. _�I 11,13,15,17 SUPPLY AND INSTALL LIGHTING CONTROL PANEL-A C/W 8 POLE, 20A, LIGHTING CONTACTOR, REMOTE SWITCHES IN SUITABLE METAL ENCLOSURE (NEMA 1) TYPICAL OF TWO (C1,C1.1) 575VA CONTROL TRANSFORMER 150VA i 3A X1 X2 120VAC 2 X C1 I LIGHTING ON X INDOOR SOCCER G LIGHTING PANEL ON 2 X C1.1 M IN INDOOR SOCCER X LIGHTING G PANEL ON REMOTE REMOTE REMOTE SWITCHES ARE TO SWITCH-2 SWITCH-1 BE LOCATED IN OFFICE 104 CONTROL SCHEMATIC FOR INDOOR SOCCER LIGHTING NTS LOCATED IN DISTRIBUTION PANEL MP-A SUPPLY AND INSTALL LIGHTING CONTROL PANEL-C C/W CONTACTOR TIME SWITCH AND H.O.A SWITCH IN LOCATED IN DISTRIBUTION METAL ENCLOSURE (NEMA 1). PANEL MP-A BOAT NO, REVISIONS DATE BY MP-A BOAT MP-A 100AF C3 FD-2 100AF 60A DISCONNECT C2 FD-3 00 L1 —�� I L 1 ,,� DES DURHAM ENERGY I I SPECIALIST LIMITED _ 0/� I L3 —� L3 CONSULTING ENGIN EERS LP-B 60A, 24CCT, BOON, L3PH, 60A, 24CCT, 60O , PH:(905)430-7151 FAX:(905)430-7154 3PH,4W FOR LACROSSE PARKING LOT LIGHTING 5 CARLOW COURT, WHITBY ONTARIO L1 N 9T7 FIELD LIGHTING infoOdurhomenergy.com / www.durhomenergy.com 575VAC 575VA DES PROJECT NUMBER: 04-638 150VA X2 TRANSFORMER CONTROL TRANSFORMER PROJECT: 150VA 1 3A X1 X2 i 3A X1 X2 120VAC _ OUTSIDE 120VAC _ BOWMANVILLE KEY OPERATED PUSH BUTTON LIGHTING COMMUNITY PARK 2 X o —o �A 2 C3 X INDOOR SOCCER FACILITY 3 T/C-3 AND LACROSSE BOWL KEY OPERATED PUSH BUTTON STATION LIGHTING -A--0 i LIGHO vING \ ON G LACROSSE BOWL OUTDOOR 2375 BASELINE ROAD X OUTDOOR G X PARKING LOT LIGHTING C2 T/C-2 LIGHTING PANEL PANEL ON MUNICIPALITY OF CLARINGTON ON T/C T/C X2 2 TIME SWITCH 3 41 TIME SWITCH DRAWING: 4 LIGHTING CONTROL SCHEMATIC PHOTOCELL QApFESSrpA,�l w x m MOUNT ON THE ROOF OF THE L. N. SKR' r SUPPLY AND INSTALL LIGHTING ELECTRICAL ROOM. CONTROL PANEL-B C/W CONTACTOR AND KEY OPERATED PUSHBUTTON (DOOR MOUNTING) IN NEMA 4R o`inCE OF p, ENCLOSURE ON LOCROSSE FIELD BARRY- BRYAN DESIGN BY: mm CONTROL SCHEMATIC FOR PARKING LOT AND STREET LIGHTING ASSOCIATES DP CONTROL SCHEMATIC FOR LACROSSE BOWL LIGHTING NTS NTS (1991 DRAWN BY: �owe Architects DP Engineers CHECKED BY: MIML Landscape Architect LNS Project Managers DATE: 11 Stanley Court,Unit 1 MARCH 2004 Whitby Ontario L1N 8P9 SCALE: Tel: (905)686-5252 NTS El Fax: (905)666-5256 Hn*bba&bs-ercheng.cm FILE: 04-63SE802 PROJECT NO: DRAWING NO: 03144 E802 CHECK AND VERIFY ALL DIMENSIONS ATTHE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. i PANEL DESIGNATION: LP-A VOLTS : 575 PH: 3,4 Wire PANEL DESIGNATION : PP-A VOLTS : 120208 3Ph ,4 Wire TYPE: CH/SIEMENS MAINS: 60A TOTAL CIRCUITS: 24 TRIM: PANEL TYPE: CH/SIEMENS MAINS: 225A I TOTAL CIRCUITS: 60 TRIM : SURFACE GREY LOCATION: INDOOR SOCCER Rev. LOCATION: ELECTRICAL ROOM Revision No. 1 LOAD n m PHASE o' -° n LOAD n 0D -a 07 n � O 7 O � LOAD PHASE LOAD X m m ai No. m 31�e A B C 9f�e m No. NO. ISSUES DATE BY Qty DESCRIPTION LOCATION No. Size WATTS A B C WATTS Size No. LOCATION DESCRIPTION Qty LIGHTING 1 1 2.73 15 2.73 1 2 PROVISION 4 GEN. RECEPTACLE ELECT. RM, STOR.(119120) 1 15 1 600 2040 1440 1 15 2 FOOD STAND(103) MICROWAVE 1 LIGHTING 3 1 2.73 15 2.73 1 4 PROVISION 3 GFI-C CHANGE RM(105,116117) 3 15 1 450 1890 1440 1 15 4 FOOD STAND(103) FRIDGE 1 1 ISSUED FOR TENDER do PERMIT APR 04 DES LIGHTING 5 1 2.73 15 2.73 1 6 PROVISION 8 GEN. RECEPTACLE CHANGE RM(114,115,116,117) 5 15 1 1200 2640 1440 1 15 6 FOOD STAND(103) GFI-SC-C 1 LIGHTING 7 1 2.73 15 2.73 1 8 PROVISION 8 GEN. RECEPTACLE EETING RM(110,111,112,113 7 15 1 1200 2100 900 1 15 8 OFFICE(102,104,106,107)) GEN. RECEPTACLE 6 LIGHTING 9 1 2.73 15 2.73 1 10 PROVISION 7 GEN. RECEPTACLE 102,109 9 15 1 1050 1350 300 1 15 10 OUTSIDE WALLS GFI -RECEPTACLE 2 i LIGHTING 11 1 2.73 15 2.73 1 12 PROVISION 6 GEN. RECEPTACLE SPRINKLER RM(102,108) 11 15 1 900 2400 1500 1 20 12 109 REC.ISO. GROUND 3 LIGHTING 13 1 2.73 15 2.73 1 14 PROVISION LIGHTING 15 1 2.73 15 2.73 1 16 PROVISION 2 VAV-1,VAV-2 MEETING ROOM 13 15 1 1440 2940 1500 1 20 14 103,104,109 REC.ISO. GROUND 3 2 FF-1,FF-2 VESTIBULE(101,106) 15 20 2 1125 2250 1125 2 20 16 CORRIDOR EXITS FF-3,FF-4 2 LIGHTING 17 1 2.73 15 2.73 1 18 PROVISION 17 20 1125 2250 1125 20 18 SPARE 19 1 15 1 20 PROVISION 1 EF-3 VEST(106) 19 15 1 1080 1740 660 1 15 20 FOOD STAND(103) EF-5 1 SPARE 21 1 15 1 22 PROVISION 1 EF4 CHANGE RM(116) 21 15 1 1080 2268 1188 1 15 22 ELECT.RM,STOR.(1 19,120) EF-6,EF7 2 SPARE 23 1 15 1 24 PROVISION 1 SPARE 23 15 1 1440 1440 1 15 24 MIDDLE-SOCCER FIELD ELECTRICAL CURTAIN 1 TOTAL CONNECTED LOAD ( KW) 8.2 8.2 8.2 1 P.A. SYSTEM MAIN OFFICE(109) 25 15 1 1920 1920 1 20 26 ARENA UH-1,UH2 2 1 FA-1,MD-1 WEST WALL-ARENA 27 15 1 1440 3360 1920 1 20 28 ARENA UH-3,UH6 2 i 1 FA-2,MD-2 WEST WALL-ARENA 29 15 1 1440 3360 1920 1 20 30 ARENA UH-4,UH-5 2 1 EF-2,MD-4 EAST WALL-ARENA 31 20 1 1440 3360 1920 1 20 32 ARENA UH-7,UH-8 2 2 CEILING FAN 1,2 ARENA 33 15 1 1440 2880 1440 1 20 34 EAST WALL-SOC. FIELD EF-1,MD-3 1 1 DOOR OPENER VESTIBULE(101) 35 15 1 1440 2880 1440 1 15 36 ARENA CEILING FAN3,4 2 1 FRENCH FRY COOKER FOOD STAND 37 30 2 1200 1700 500 3 15 38 LOBBY EDH-1 1 j 39 30 1200 1700 500 15 40 1 REC.-SCORE CLOCK ARENA 41 15 1 500 500 15 42 3 GEN. RECEPTACLE ARENA 43 15 1 150 300 150 1 15 44 ARENA GEN. RECEPTACLE 3 PANEL DESIGNATION: LP-B VOLTS: 575 PH: 3,4 Wire 1 P-1 SPRINKLER RM(108) 45 15 1 1440 1440 1 15 46 FOOD STAND(103) GFI-SC-C 1 TYPE: CH/SIEMENS MAINS: 60A 1 POWER VENTER SPRINKLER RM(108) 47 15 1 1 15 48 SPARE TOTAL CIRCUITS: 24 TRIM: SPARE 49 15 1 1 15 50 SPARE LOCATION: LACROSSE FIELD Rev. SPARE 51 15 1 1 15 52 PROVISION LOAD n -0 00 PHASE 0 n LOAD PROVISION 53 15 1 1 15 54 PROVISION -I r T � r -I PROVISION 55 15 1 1 15 56 PROVISION No. m 0e A B C Oe m No. PROVISION 57 15 1 1 15 58 PROVISION LIGHTING 1 1 5 20 10.00 20 5 1 2 LIGHTING PROVISION 59 15 1 1 15 60 PROVISION LIGHTING 3 1 5 20 10.00 20 5 1 4 LIGHTING WATTS/PHASE 1 15800 1 17138 15470 LIGHTING 5 1 5 20 10.00 20 5 1 6 LIGHTING SPARE 7 1 20 20 1 8 SPARE PROVISION 9 10 PROVISION PROVISION 11 12 PROVISION PROVISION 13 14 PROVISION PROVISION 15 16 PROVISION PROVISION 17 18 PROVISION PROVISION 19 20 PROVISION PROVISION 21 22 PROVISION PROVISION 23 24 PROVISION TOTAL CONNECTED LOAD ( KW) 10.0 10.0 10.0 PANEL DESIGNATION: LP-C VOLTS: 575 PH : 3,4 Wire TYPE: CH/SIEMENS MAINS: 60A TOTAL CIRCUITS: 24 TRIM: LOCATION: OUTDOOR PARKING Rev. LOAD n PHASE n LOAD No. m 912e A B C §Re m No. PARKING LOT LIGHTING 1 1 2.7 15 2.70 15 1 2 SPARE PARKING LOT LIGHTING 3 1 2.3 15 3.30 15 1 4 DRIVE WAY LIGHTING PARKING LOT LIGHTING 5 1 3.6 15 3.60 15 6 SPARE WALL PACKS 7 1 1 15 1.00 8 SPARE SPARE 9 10 SPARE SPARE 11 12 SPARE SPARE 13 14 SPARE SPARE 15 16 SPARE SPARE 17 18 SPARE SPARE 19 20 SPARE SPARE 21 22 SPARE SPARE 23 24 SPARE TOTAL CONNECTED LOAD ( KW) 1 3.7 3.3 1 3.6 NO. REVISIONS DATE BY IDES DURHAM ENERGY SPECIALIST LIMITED CONSULTING ENGINEERS PH:(905)430-7151 FAX:(905)430-7154 PANEL DESIGNATION: LP-D VOLTS: 575 PH: 3,4 Wire 5 CARLOW COURT, WHITBY ONTARIO L1 N 9T7 TYPE: - CH/SIEMENS MAINS: 60A infoOdurhomenergy.com / www.durhomenergy.com TOTAL CIRCUITS: 24 TRIM: SURFACE GREY LOCATION: ELECTRICAL ROOM Rev-No. 1 DES PROJECT NUMB - LOAD n o PHASE n LOAD -1 r 2 x 7 2 r � PROJECT: No. m eke A I B I C Jee m No. LIGHTING-1 16,117,119,120 1 1 1.2 15 1.20 15 1 2 SPARE BOW MA N V I L LE LIGHTING-111 TO 115 3 1 0.85 15 1.82 15 0.97 1 4 LIGHTING-109,110 LIGHTING-103 TO 108,CANOPY 5 1 1.2 15 1.70 15 0.5 1 6 NIGHT LIGHTING-101,102 COMMUNITY PARK LIGHTING-102,118 7 1 1.45 15 1.45 15 1 8 SPARE INDOOR SOCCER FACILITY EMERGENCY LIGHTS-BU-4 TO BU-6 9 1 1.3 15 1.30 15 1 10 SPARE AND LACROSSE BOWL EMERGENCY LIGHTS-BU-1 TO BU-3 11 1 0.6 15 0.95 0.35 1 12 POTLIGHTS IN TROPHY CABINET PROVISION 13 1 1 14 PROVISION 2375 BASELINE ROAD PROVISION 15 1 1 16 PROVISION PROVISION 17 1 1 18 PROVISION MUNICIPALITY OF CLARINGTON PROVISION 19 1 1 20 PROVISION PROVISION 21 1 1 22 PROVISION PROVISION 23 1 1 24 PROVISION DRAWING: TOTAL CONNECTED LOAD ( KW) 2.7 3.1 1 2.65 POWER LAYOUT �O QaO1FESSIpN4 FZ � c 5 L. KRI CE OF O� BARRY- BRYAN DESIGN BY: DOC CON iOL. ORM ASSOCIATES DP (1991) LIMITED DRAWN BY: 5 0mr+EI& Architects DP Engineers CHECKED BY: Itrlrr: Landscape Architect LNS Project Managers DATE: 11 Stanley Court,Unit 1 MARCH 2004 Whitby Ontario Li N 8P9 SCALE: Tel: (905)666-5252 NTS E1 Fax: (905)666-5256 e-mail: bba @bb&archoW.wm FILE: 04438EB03 PROJECT NO: DRAWING NO: 03144 E803