RAINBOW FALLS RAINBOW FALLS GATE
Transcription
RAINBOW FALLS RAINBOW FALLS GATE
DATE E T A G S L L A F W O B N I A R 305 457 METAL SIGNAGE 30 . DN 1 30 .9 0 1028 DN .0 3 31 R1 50 TY 00 P. 31 . R500 0 0 R90 0 60 31 . R9 TY 000 P. 31 .4 0 31 .6 .6 0 31 .1 5 31 .4 8 4 .2 31 TRUE NORTH .4 0 61 9 .2 .5 .2 3 .6 7 30 29 7 3 .2 29 01 01 DP4 Checked H.Eecke .3 29 . 29 1 05 DP402 Project Leader S.Aird TRUMAN HOMES (1995) INC 03 .5 1:300 Drawn R.Escodro DP402 Project 04 DP402 RAINBOW FALLS Rainbow Falls Gate Chestermere AB SITE PLAN - BUILDING 01 SCALE: Project Manager H.Eecke Client 1 29 .9 TY LINE 3 01 P D 402 4 PROPER .5 4 LANDSCAPE WALL .7 A10-00-00 Victor Smith, Architect, AAA, B.Arch, MAIBC Ronald M. Poon, Architect, AAA, M.Arch, MAIBC Bruce G. McKenzie, Architect, AAA, M.Arch, MAIBC A. Silvio Baldassarra, Architect, AAA, B.Arch, MAIBC Adrian Todeila, P.Eng., APEGA Chris Pal, P.Eng., APEGA 3 .2 29 6 .2 29 5598 .3 LANDSCAPE WALL .3 29 32 . 29 900 URW 6.0m K BAC SET9023 3.5m NE Y LI 4 29 30 9 02 31 30 SNOW STORAGE AREA 29 5598 5 ERT TW 29 .1 L .3 TBACK 1.5m SE 5 7000 1 8-0 29 PROPOSED SIDEWALK CONNECTION 31 5 .5 31 31 . VISITOR V.P.A. 1898 SNOW STORAGE AREA L R PE P SCA AND 8 221-10 Ave SE, Suite 100, Calgary, Alberta, Canada T2G 0V9 www.norr.com Poon McKenzie Architects (Alberta) Inc. Poon McKenzie Holdings Inc. NORR is a trademark owned by Ingenium Group Inc. and is used under license. LANDSCAPE WALL 5598 2700 8 105 P PRO RD TYTAO R U ANS CO EFER 01 An Ingenium Group Company A Partnership of Limited Companies TW VISITOR VISITOR VISITOR S 5 STALL .8 30 01 1 A10-07 -0 01 1 A10-06 -0 02 P D 401 29 .2 .2 9 .3 2 .4 6 31 31 31 0 00 V.P.A. VISITOR R NS APE PLA LANDSC 01 1 A10-05-0 L A I T EN D I S E R1 R E L G N SI ED H C A DET 3 R1 50 TY 00 P. R3 1200 G 06 BUILDIN Y 3 STORE 4 UNITS 0 R600 0 0 .6 31 R9000 TYP. 1200 6000 29 29 E 1898 7000 19711 G G 07 BUILDIN Y 3 STORE 4 UNITS 8 .13 = 35 .05 2 L E LEV L 1= 32 E V LE -0 A10 9104 G 1898 E CONNECTION THROUGH SOUND ATTENUATION WALL 7500 E P = 35.13 LEVEL 2 = 32.05 LEVEL 1 08 ING D L I BU TOREY S 3S NIT 4U 189 1 3000 FLARE 00 RTYAORD COUEF ER T 0 700 .7 1 E = 35.13 LEVEL 2 = 32.05 LEVEL 1 8 189 A1 GL E G 05 BUILDIN Y 3 STORE 4 UNITS 5 1200 G P G SNOW STORAGE AREA 8 750 SPEED LIMIT E SIGN 0 = 35.13 LEVEL 2 = 32.05 LEVEL 1 .4 01 1 9-0 0-0 30 R30 3500 URW 5 8 105 31 RI AN P R3000 G 8 R3 00 R3 E .13 = 35 .05 2 L E LEV L 1= 32 E V E L .4 31 0 00 1200 P P 0 .6 501 3 00 R5 VISITOR VISITOR 3 RNE 7 FL 00 R VISIB 500 ILI AR 0 TY T E 0 120 VISITOR 0 VISITOR VISITOR 31 5 0 00 . R9 TYP VISITOR VISITOR P 1500 13 155 0 350 URW S 8 STALL 6000 2 W&R 3 487 09 ING D L I BU TOREY 3S S NIT 4U 750 Y TRIANGL 00 CO 750 R65 V.P.A. 1 1 M 2700 .0 31 7 E P R1500 0 TYP. V.P.A. AILBOX Seal(s) 03 401 DP E SIT NCE RA NT 421 SPEED LIMIT SIGN S 0 CONCRETE SOUND ATTENUATION WALL 1.8m HIGH VISIBILIT 0 150 1 VISITOR 508 CORNER 5 .4 31 L 01 -01 -10 A10 3 2 N REF PE PLA SCA AND .4 31 486 7 3 31 .3 6 R30 00 95 76 E G A PASS Jubilee Engineering Consultants Ltd. NORR Architects Engineers Planners NORR Architects Engineers Planners Wolsey Structural Engineering, Ltd. TLJ Engineering Consultants Ltd. TLJ Engineering Consultants Ltd. S L L A F W O B N I A R 1 .4 0 C Consultants Civil: Landscape: Architectural: Structural: Mechanical: Electrical: 31 A10 200 DETAIL# SHEET # Symbol not to scale DN 120 T OUR ER TO 6 9 0. 16 NG Y LDI BUI TORE 3 S NITS 6U 85 105 D YAR 508 SNOW STORAGE AREA A1 DN 4 BIKE RACKS E .1 01 -01 -15 .13 = 35 .05 EL 2 LEV L 1= 32 E LEV 8 189 3 .2 31 5.13 2= 3 2.05 L E LEV L 1= 3 E LEV G 31 3 487 5 G1 DIN Y BUIL RE O 3 ST ITS N 5U 0 700 0 G1 DIN Y L I U B ORE 3 ST ITS N 4U 01 1 6-0 0-1 13 35. 2= 2.05 EL 3 LEV L 1= E LEV P 01 -01 -04 A10 DN 50 150 50 ASPHALT DRIVE alkway Asphalt W 04 A10-00-00 WHEEL STOP DETAIL SCALE: 100 00 4 .2 0 .6 0 31 31 HED G 8 204 01 -01 -11 A10 406 METAL SIGNAGE 1 31 0 31 .6 R30 31 .0 39 31 . 0 31 .5 0 R6 50 45 C TA .6 0 DE 31 GLE 0 350 URW 3 8 04 NG Y LDI BUI TORE 3 S NITS 6U 3 5.1 =3 5 EL 2 32.0 LEV L 1= E LEV .0 0 E 0 00 APE DSC LAN E 825 Detail Symbol 0 ARD RTEYR TO NS U O C REF PLA 0 R3 00 0 G CONCRETE SOUND ATTENUATION WALL 1.8m HIGH 150 5.13 2= 3 2.05 L E LEV L 1= 3 E LEV North Arrow E 150 SPEED LIMIT SIGNAGE P OWNER TRUMAN HOMES (1995) INC. #2236, 10 Aspen Stone Boulevard S.W. Calgary, AB T3H 0K3 G G 50 E DN 3500 URW 7610 E 0 E SNOW STORAGE AREA 102 00 SAG SIN PAS IAL S ALL Keyplan 15 100 150 0 350 URW 00 F OW 0 51 150 G 11 ING D L I Y BU ORE 3 ST ITS N 4U 750 PLOT DATE: March 1, 2016 TIME: 8:42 AM FULL PATH AND FILENAME: P:\NCCA120004\500-DELIV\A10-00-00.DWG PLOTSYLE TABLE: PMA-STD-100.ctb NT IDE RES R1 INB DEVELOPMENT PERMIT E 0 PROPOSED LIGHT STANDARD 7 G 8 85 GARBAGE PICK-UP AREA TO BE CONCRETE SLAB WITH CAPACITY TO CARRY THE WEIGHT OF A LOADING TRUCK OF 55,000lbs (25,000kgs). Project Component E 412 105 SNOW STORAGE AREA DN This drawing shall not be used for construction purposes until the seal appearing hereon is signed and dated by the Architect or Engineer. 521 120 FACE OF CURB 6 HEAVY DUTY ASPHALT 1 3-0 This drawing has been prepared solely for the use of the CLIENT and there are no representations of any kind made by NORR Architects Engineers Planners to any party with whom NORR Architects Engineers Planners has not entered into a contract. G 38 BIKE PARKING STALL 01 -0 A10 DN 0 100 1200 LA APE NDSC RA 3-01 -1 A10 RT COUREFER TOPLANS 01 2-01 A10-1 . 31 CORNER BUILDING GRADES / SITE GRADES 03 NG Y LDI BUI TORE 3S ITS N 5U 3 5.1 = 3 05 EL 2 32. LEV L 1= E LEV 01 3 G1 DIN Y BUIL RE O 3 ST ITS N 6U .13 = 35 .05 EL 2 LEV L 1= 32 E LEV 00 4 12 A10 14 NG LDI Y BUI TORE 3 S NITS 5U 01 -01 -14 207 1558 UTILITY RIGHT OF WAY V 0 0 700 YARD TRANSFORMER NO PARKING AT ANY TIME / FIRE LANE SIGNAGE . LIP OF GUTTER P 8 189 0 .13 = 35 5 2 L E LEV 32.0 L 1= LEVE G FIRE HYDRANT WALK RAMP 0 .P.A. B.F. 0 250 DIRECTION OF TRAVEL BARRIER FREE PARKING SIGNAGE 2700 3 5.1 = 3 05 EL 2 32. LEV L 1= E LEV 1744 B.F. 700 R1 W& 150 7268 T DN V.P.A 4000 00 2 ING 1 BUILD REY 3 STO ITS 4 UN 5 VISITOR PARKING AVAILABLE SIGNAGE 6000 7000 3 V.P.A. 8 189 R P R6 E PRINCIPAL ENTRY 85 105 VISI 1500 LIP OF GUTTER 9 497 OR P 1058 .5 31 N.T.S. FACE OF CURB 0 VISIT 1500 2000 01 1-01 A10-0 8 R LLS 4 STA N.T.S. .9 VISITO VISITO SCALE: 30 00 P SIGNAGE -TYPICAL 2 TOR R1 5 TY 00 P. 0 FINISHED GRADE 302 01 2-01 A10-0 R900 0 TYP. SITE LOCATION SITE LEGEND 00 0 03 A10-00-00 R3 7000 6 2 1398 .6 .6 SNOW STORAGE AREA 4 BIKE RACKS 5 1058 31 3104 00 R9 P 1000 6557 SCALE: 5 5 .6 31 .13 = 35 5 2 L E LEV 32.0 L 1= LEVE E G A10-00-00 R65 G 31 1058 4862 E 01 P 1 ING 0 BUILD REY 3 STO TS I 6 UN 3.5m CK A SETB 2033 64 109 G DN ERT PROP EXISTING UTILITY BOXES 1500 SPEED LIMIT SIGN 3325 FINISHED GRADE 3 35.1 L 2= 2.05 E V E L 3 L 1= LEVE 1200 4862 4464 9 .6 31 E Y LIN 8058 7500 4433 DN 2 ING 0 BUILD REY O 3 ST TS I 5 UN 5 31 .2 5 4862 31 . 13 K B AC S ET E 6 .8 30 3 5611 DN 3.5m SITE E ANC ENTR 3.5m URW IN E TY L PER PRO 4862 3000 E FLAR SPEED LIMIT SIGN DN 02 915 GALVANIZED METAL POST 80 ILIT 1829 GALVANIZED METAL POST 7500Y TRIANGLE LIP OF GUTTER 2015-10-20 BP RESUBMISSION ALL BLDGS. VISITOR PARKING AVAILABLE EXISTING UTILITY BOX ISIB ER V FACE OF CURB 01 FACE OF CURB CORN 7500Y TRIANGLE IT ISIBIL ER V CORN 3000 E FLAR 2015-06-18 BP SUBMISSION ALL BLDGS. 406 02 1 DP40 01 01 DP4 REV LIP OF GUTTER 31 .0 N E D I S E R 1 R LE G N I S D E H C DETA ISSUED FOR 30 .9 TIAL PRECAST CONC. WHEEL STOP PINNED THROUGH GRAVEL Drawing Title OVERALL SITE PLAN GRAVEL BASE 1:200 NOTE: WHEEL STOP TO BE PLACED PERPENDICULAR TO PARKING STALL DEPTH = 600MM FROM FRONT OF STALL. SITE LOCATION SITE STATISTICS 0 Project No. Drawing No. 1inch NCCA-12-0004 A10-00-00 0 10mm