TRANSITWAY INV. = 64.49± INV. = 63.52± EX. STMMH T/G=65.71 LOUIS - PASTEUR PRIVATE NICHOLAS STREET SAN INV = 61.65 T/WM = 65.80 P PP 39& DR35 SAN @ 2.0% &211(&7 72 (;,67,1* PP :$7(50$,1 %< &2175$&725 EXCAVATION, CONNECTIONS, INSTALLATION, BACKFILL AND RESTORATION OF WATERMAIN BY THE CONTRACTOR. CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING SEWERS, WATERMAIN AND UTILITIES. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. PROPOSED STEM 6 - STOREY BUILDING LEVEL 1 - FFE=70.65 LEVEL 0 - FFE=66.54 LOW USF = 56.11 RD 19 RD 22 RD 23 RD 24 RD 18 RD 29 RD 30 RD 31 RD 10 RD 9 RD 11 RD 12 RD 32 RD 33 RD 34 RD 16 RD 17 RD 5 RD 4 RD 3 RD 2 RD 25 RD 1 RD 6 RD 7 RD 8 RD 13 RD 14 RD 15 RD 26 RD 27 RD 28 RD 20 RD 21 0+00 RM M X SIAMESE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CB 3 T/G=66.05 INV=64.35 X X V&VB X X c/w SAFETY LANDING INV NW=63.03 INV S=62.97 CBMH 2 T/G=68.80 c/w SAFETY LANDING INV=61.43 CBMH 7 T/G=69.15 c/w SAFETY LANDING INV NE=61.30 INV E=61.60 (x2) INV S=61.15 STM MH 3 T/G=69.05 X X X X X X X X X X STM MH 2 T/G=69.05 P PP &21& ' COMBINED SEWER @ 1.5% P PP &21& ' COMBINED SEWER @ 0.5% P PP 39& '5 CB LEAD @ 1.0% (MIN). ROLL TEE AND USE ELBOW AS REQUIRED TO MAKE DEEP CONNECTION TO EXISTING SEWER. P PP 39& '5 COMBINED SEWER @ 1.0% PP 39& '5 :$7(50$,1 PP 39& '5 :$7(50$,1 7(( &211(&7,21 72 (;,67,1* PP :$7(50$,1 %< &,7< FORCES. EXCAVATION, INSTALLATION, BACKFILL AND RESTORATION OF WATERMAIN BY THE CONTRACTOR. CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING SEWERS, WATERMAIN AND UTILITIES. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. COORDINATE WORK WITH LRT PROJECT. CONNECT TO EXISTING COMBINED MANHOLE. CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING SEWERS, MANHOLES, WATERMAIN AND UTILITIES. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. REINSTATE ALL DISTURBED AREAS . (;,67,1* PP 287/(7 6(:(5 ,19(57 P 352326(' PP &20%,1(' 6(:(5 ,19(57 P INV N=62.61 INV SW=63.30 INV SW=62.70 (DROP) INV SE=62.55 CBMH 1 T/G=65.50 &211(&7 72 (;,67,1* PP &20%,1(' 6(:(5 :,7+ 1(: DOGHOUSE MANHOLE TO INTERCEPT FLOWS FROM THE NORTH. CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING SEWERS, AND UTILITIES. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. (;,67,1* PP &20%,1(' 6(:(5 ,19(57P 352326(' PP &20%,1(' 6(:(5 287/(7P &211(&7 72 (;,67,1* PP 6(:(5 :,7+ 1(: DOGHOUSE MANHOLE TO INTERCEPT FLOWS FROM THE NORTHWEST. CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING SEWERS, AND UTILITIES. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. (;,67,1* PP 6$1,7$5< 6(:(5 ,19(57 P 352326(' PP &20%,1(' 6(:(5 ,19(57 P c/w SAFETY LANDING INV N=61.09 ,19 : NEW SEWER TO CROSS BELOW RE-ALIGNED PEDESTRIAN TUNNEL. PROVIDE MINIMUM 0.30m CLEARANCE BETWEEN U/S OF TUNNEL AND OUTSIDE OF PIPE. &211(&7 72 (;,67,1* PP &20%,1(' 6(:(5 :,7+ NEW DOGHOUSE MANHOLE. CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING SEWERS, AND UTILITIES. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. (;,67,1* PP &20%,1(' 6(:(5 ,19(57 P 352326(' PP &20%,1(' 6(:(5 ,19(57 P ,17(5&(37 (;,67,1* PP 6(:(5 FLOWS WITH NEW STORM SEWER. 3529,'( PP 6(59,&( 7(( 25 (/%2: AS REQUIRED TO SUIT SITE CONDITIONS. CONTRACTOR TO MAINTAIN EXISTING FLOWS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO MAINTAIN EXISTING FLOWS DURING ALL PHASES OF CONSTRUCTION. INV W=64.00 ,19 6 INV E=63.90 CBMH 5 T/G=65.90 &211(&7 72 (;,67,1* PP 6(:(5 :,7+ 1(: DOGHOUSE CBMH TO INTERCEPT FLOWS FROM THE SOUTH. CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING SEWERS, AND UTILITIES. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO &216758&7,21 (;,67,1* PP 6$1,7$5< 6(:(5 ,19(57 P EXISTING GAS LINE TO BE RE-ALIGNED BY OTHERS EXISTING GAS LINE TO BE RE-ALIGNED BY OTHERS V&VB X X PP 39& '5 :0 X X X PP :$7(50$,1 72 &5266 %(/2: STORM SEWER. PROVIDE 0.5m CLEARANCE BETWEEN OUTSIDE OF PIPES. CAP AND ABANDON AND/OR REMOVE PORTION OF EXISTING STORM SEWER AS REQUIRED IN THE FIELD. CAP AND REMOVE PORTION OF EXISTING STORM SEWER TO THE EAST AS REQUIRED IN THE FIELD. EXISTING GAS LINE TO BE RE-ALIGNED BY OTHERS P PP 39& '5 &20%,1(' 6(:(5 # NEW SEWER TO CROSS BELOW EXISTING TUNNEL X X 0+25 0+50 0+75 0+100 0+126.8 INV N=64.30 INV E=64.25 CBMH 6 T/G=66.00 0+125 X X P PP 39& '5 STORM SEWER @ 1.0% V&VB V&VB V&VB 1+00 1+05.5 c/w SAFETY LANDING ,19 1 INV SW=67.30 INV SW=63.50(DROP) INV SE=63.25 CBMH 3 T/G=69.20 P PP 39& '5 COMBINED SEWER @ 0.5% STM INV = 61.65 P PP 39& '5 STORM SEWER @ 2.0% TEMPORARILY CAP AND REMOVE PORTION 2) (;,67,1* PP :$7(50$,1 21 6,7( NEW WATERMAIN LOOP TO BE PROVIDED ON THE SOUTH SIDE OF MACDONALD HALL/PROPOSED STEM BUIULDING. CB 2 T/G=69.15 INV=67.45 P PP 39& '5 CB LEAD @ 1.0% (MIN) CB 1 T/G=68.80 INV=67.10 P PP 39& '5 CB LEAD @ 1.0% (MIN). ROLL TEE AND USE ELBOW AS REQUIRED TO MAKE DEEP CONNECTION. TEE P PP 39& '5 OVERFLOW PIPE @ 2.5% INV=64.35 PPP 39& '5 STORM SEWER @ 1.0% INV W=63.70 INV NE=63.67 CBMH 4 T/G=65.90 P PP 39& '5 STORM SEWER @ 1.0% RAISE T/G=66.01 X HYD T/FL=66.20 MAINTAIN EXISTING FLOWS FROM THE NORTHWEST. EXACT ALIGNMENT OF EXISTING SEWERS IS UNKNOWN. CONTRACTOR TO CONFIRM EXACT ALIGNMENT OF SEWERS AND COORDINATE WITH CONSTRUCTION OF PROPOSED MARION HALL TUNNEL AND LRT WORK. (;,67,1* PP :$7(50$,1 72 %( %/$1.(' $7 (;,67,1* PP :$7(50$,1 %< &,7< )25&(6 EXCAVATION, INSTALLATION, BACKFILL AND RESTORATION OF WATERMAIN BY THE CONTRACTOR. CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING SEWERS, WATERMAIN AND UTILITIES. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. COORDINATE WORK WITH LRT PROJECT. X 352326(' PP :$7(50$,1 $1' PP 67250 SEWER TO CROSS ABOVE EXISTING AND PROPOSED TUNNELS. PROVIDE A MINIMUM OF 0.25m CLEARANCE TO OUTSIDE OF PIPES. CB 3 T/G=68.50 INV=66.80 P PP 39& '5 &% /($' # 0,1 ROLL TEE AND USE ELBOW AS REQUIRED TO MAKE DEEP CONNECTION. &211(&7 72 (;,67,1* PP 6(:(5 FROM ABOVE WITH ROLLED TEE. CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING SEWERS, AND UTILITIES. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. (;,67,1* PP 6(:(5 ,19(57 P LIMIT OF PROPOSED TUNNEL BELOW LIMIT OF PROPOSED TUNNEL BELOW LEGEND EXISTING UTILITY POLE C/W GUY WIRES EXISTING FENCE DIRECTION OF FLOW PP V&VB PROPOSED WATERMAIN AND DIAMETER PROPOSED SANITARY MANHOLE & SEWER PROPOSED VALVE & VALVE BOX EXISTING SANITARY MH EXISTING STORM MH EXISTING CATCHBASIN RM M PROPOSED WATER METER / REMOTE METER PROPOSED CAP EXISTING HYDRANT PROPOSED CURB EXISTING CURB PROPOSED SIAMESE CONNECTION EXISTING LIGHT STANDARD SAN MH EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN PROPOSED STORM MANHOLE & SEWER STM MH File Location: Last Save: 20/09/2016 5:35:22 PM M:\2016\116081\CAD\Design\116081-GP.dwg The position of all pole lines, conduits, watermains, sewers and other underground and above ground utilities and structures is not necessarily shown on the contract drawings, and where shown, the accuracy of the position of such utilities and structures is not guaranteed. Before starting work, determine the exact location of all such utilities and structures and assume all liability for damage to them. Engineers, Planners & Landscape Architects S u i t e 2 0 0 , 2 4 0 M i c h a e l C o w p l a n d D r i v e Ottawa, Ontario, Canada K2M 1P6 T e l e p h o n e ( 6 1 3 ) 2 5 4 - 9 6 4 3 F a c s i m i l e ( 6 1 3 ) 2 5 4 - 5 8 6 7 W e b s i t e w w w . n o v a t e c h - e n g . c o m SEWER NOTES: 1. SUPPLY AND CONSTRUCT ALL SEWERS AND APPURTENANCES IN ACCORDANCE WITH THE MOST CURRENT CITY OF OTTAWA STANDARDS AND SPECIFICATIONS. 2. SPECIFICATIONS: ITEM SPEC. No. REFERENCE 6$1,7$5<67250&$7&+%$6,1 0$1+2/( 701.010 OPSD SQUARE MANHOLE (1200mmx1200mm) M-CON (M-4) (OR APPROVED EQUIVALENT) COMBINED MANHOLE/CATCHBASIN MH BENCHING 701.021 OPSD SANITARY/STORM/CBMH FRAME AND COVER 401.010 OPSD CATCHBASIN (600x600) 705.010 OPSD CATCHBASIN FRAME AND COVER 400.020 OPSD STORM SEWER PVC DR 35, CONC 65-D / 100-D / 140-D SANITARY SEWER PVC DR 35, CONC 65-D / 100-D / 140-D SEWER TRENCH - BEDDING (GRANULAR 'A') COVER (GRANULAR 'A' OR GRANULAR 'B' TYPE I WITH MAXIMUM PARTICLE SIZE=25mm) 3. ALL BUILDING SERVICES ARE TO BE CONSTRUCTED TO 1.0m FROM THE FACE OF THE BUILDING AT A MINIMUM SLOPE OF 1.0%. 4. ALL STORM AND SANITARY SERVICE LATERALS SHALL BE EQUIPPED WITH BACKFLOW PREVENTERS AS PER CITY OF OTTAWA STANDARD DETAILS S14 AND S14.1 OR S14.2 . 5. ALL WEEPING TILE CONNECTIONS ARE TO BE MADE TO THE PROPOSED STORM SEWER SYSTEM DOWNSTREAM OF ANY INLET CONTROL DEVICES. 6. PIPE BEDDING, COVER AND BACKFILL ARE TO BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. THE USE OF CLEAR CRUSHED STONE AS A BEDDING LAYER SHALL NOT BE PERMITTED. 7. FLEXIBLE CONNECTIONS ARE REQUIRED FOR CONNECTING PIPES TO MANHOLES (FOR EXAMPLE KOR-N-SEAL, PSX: POSITIVE SEAL AND DURASEAL). THE CONCRETE CRADLE FOR THE PIPE CAN BE ELIMINATED. 8. ALL COMBINED MANHOLES AND CATCHBASIN MANHOLES ARE TO HAVE FULL HEIGHT BENCHING PER OPSD 701.021. 9. ALL STORM MANHOLES AND CATCHBASIN MANHOLES ARE TO HAVE 300mm SUMPS UNLESS OTHERWISE INDICATED. ALL CATCHBASINS ARE TO HAVE 600mm SUMPS UNLESS OTHERWISE INDICATED. ALL MANHOLES, CATCHBASIN MANHOLES AND CATCHBASINS THAT ARE TO HAVE ICDs INSTALLED WITHIN THEM ARE TO HAVE 600mm SUMPS. 10. &2175$&725 72 7(/(9,6( &&79 $// 352326(' 6(:(56 PP 25 *5($7(5 72 (1685( 7+$7 7+(< $5( &/($1 AND OPERATIONAL. UPON COMPLETION OF CONTRACT, THE CONTRACTOR IS RESPONSIBLE TO FLUSH AND CLEAN ALL SEWERS & APPURTENANCES. 11. THE OWNER SHALL REQUIRE THAT THE SITE SERVICING CONTRACTOR PERFORM FIELD TESTS FOR QUALITY CONTROL OF ALL SANITARY SEWERS. LEAKAGE TESTING SHALL BE COMPLETED IN ACCORDANCE WITH OPSS 410.07.16, 410.07.16.04 AND 407.07.24. DYE TESTING IS TO BE COMPLETED ON ALL SANITARY SERVICES TO CONFIRM PROPER CONNECTION TO THE SANITARY SEWER MAIN. THE FIELD TESTS SHALL BE PERFORMED IN THE PRESENCE OF A CERTIFIED PROFESSIONAL ENGINEER WHO SHALL SUBMIT A CERTIFIED COPY OF THE TEST RESULTS. 12. CONTRACTOR TO PROVIDE THE CONSULTANT WITH A GENERAL PLAN OF SERVICES INDICATING ALL APPLICABLE SERVICING AS-BUILT INFORMATION SHOWN ON THIS PLAN. AS-BUILT INFORMATION MUST INCLUDE: PIPE MATERIAL, SIZES, LENGTHS, SLOPES, INVERT AND T/G ELEVATIONS, STRUCTURE LOCATIONS AND ANY ALIGNMENT CHANGES, ETC. WATERMAIN NOTES: 1. SUPPLY AND CONSTRUCT ALL WATERMAIN AND APPURTENANCES IN ACCORDANCE WITH THE MOST CURRENT CITY OF OTTAWA STANDARDS AND SPECIFICATIONS. 2. SPECIFICATIONS: ITEM SPEC. No. REFERENCE WATERMAIN TRENCHING W17 CITY OF OTTAWA THERMAL INSULATION IN SHALLOW TRENCHES W22 CITY OF OTTAWA THERMAL INSULATION BY OPEN STRUCTURES W23 CITY OF OTTAWA WATERMAIN CROSSING BELOW SEWERS W25 CITY OF OTTAWA WATERMAIN PVC DR 18 3. EXCAVATION, INSTALLATION, BACKFILL AND RESTORATION OF WATERMAIN SHALL BE BY THE CONTRACTOR. ALL SHUT-OFFS, BLANKINGS, CONNECTIONS AND CHLORINATION TO THE MUNICIPAL WATER SYSTEM WITHIN CITY RIGHT-OF-WAYS SHALL BE PERFORMED BY CITY FORCES. ALL SHUT-OFFS, BLANKINGS, CONNECTIONS AND CHLORINATION TO EXISTING WATER SYSTEMS ON PRIVATE PROPERTY SHALL BE PERFORMED BY THE CONTRACTOR. 4. WATERMAIN SHALL BE MINIMUM 2.4m DEPTH BELOW GRADE UNLESS OTHERWISE INDICATED. 5. PROVIDE MINIMUM 0.5m CLEARANCE BETWEEN OUTSIDE OF PIPES AT ALL CROSSINGS. 6. WATER SERVICE IS TO BE CONSTRUCTED TO WITHIN 1.0m OF FOUNDATION WALL AND CAPPED, UNLESS OTHERWISE INDICATED . PROPOSED CATCHBASIN & LEAD CB PROPOSED ROOF DRAIN RD EXISTING GAS EXISTING OVERHEAD UITILITY WIRES EXISTING U/G HYDRO * REFER TO THE 'DEVELOPMENT SERVICING STUDY AND STORMWATER MANAGEMENT REPORT' (R-2016-072) PREPARED BY NOVATECH FOR DRAINAGE AREA IDENTIFIERS AND STORMWATER MANAGEMENT DETAILS. **ALL CONTROLLED FLOW ROOF DRAINS FOR THE PROPOSED BUILDING TO BE WATTS ADJUSTABLE ACCUTROL ROOF DRAINS. 10 cm ROOF DRAIN TABLE - AREA Y3 (ROOF DRAINS 1 to 34) AREA ID * ROOF DRAIN WEIR SETTING CLOSED 7 cm 1:5 YEAR RELEASE RATE 1:100 YEAR RELEASE RATE APPROX. 5 YR PONDING DEPTH APPROX. 100 YR PONDING DEPTH 10 cm 7 cm CLOSED ROOF DRAIN No. (WATTS MODEL) RD 14 (RD-100-A-ADJ) RD 15 (RD-100-A-ADJ) GENERAL NOTES: 1. COORDINATE AND SCHEDULE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 2. DETERMINE THE EXACT LOCATION, SIZE, MATERIAL AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. PROTECT AND ASSUME RESPONSIBILITY FOR ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THIS DRAWING. 3. OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE CITY OF OTTAWA BEFORE COMMENCING CONSTRUCTION. 4. BEFORE COMMENCING CONSTRUCTION OBTAIN AND PROVIDE PROOF OF COMPREHENSIVE, ALL RISK AND OPERATIONAL LIABILITY INSURANCE FOR $5,000,000.00. INSURANCE POLICY TO NAME OWNERS, ENGINEERS AND ARCHITECTS AS CO-INSURED. 5. RESTORE ALL DISTURBED AREAS ON-SITE AND OFF-SITE, INCLUDING TRENCHES AND SURFACES ON PUBLIC ROAD ALLOWANCES TO EXISTING CONDITIONS OR BETTER TO THE SATISFACTION OF THE UNIVERSITY AND ENGINEER. 6. REMOVE FROM SITE ALL EXCESS EXCAVATED MATERIAL, ORGANIC MATERIAL AND DEBRIS UNLESS OTHERWISE INSTRUCTED BY ENGINEER. EXCAVATE AND REMOVE FROM SITE ANY CONTAMINATED MATERIAL. ALL CONTAMINATED MATERIAL SHALL BE DISPOSED OF AT A LICENSED LANDFILL FACILITY. 7. ALL ELEVATIONS ARE GEODETIC. REFER TO THE SITE BENCHMARKS AS INDICATED ON THIS PLAN. 8. REFER TO GEOTECHNICAL REPORT FOR SUBSURFACE CONDITIONS, CONSTRUCTION RECOMMENDATIONS, AND GEOTECHNICAL INSPECTION REQUIREMENTS. THE GEOTECHNICAL CONSULTANT IS TO REVIEW ON-SITE CONDITIONS AFTER EXCAVATION AND PRIOR TO THE PLACEMENT OF THE GRANULAR MATERIAL. 9. REFER TO THE ARCHITECT'S AND LANDSCAPE ARCHITECT'S DRAWINGS FOR BUILDING AND HARD SURFACE AREAS AND DIMENSIONS. 10. REFER TO THE 'DEVELOPMENT SERVICING STUDY AND STORMWATER MANAGEMENT REPORT' (R-2016-072) PREPARED BY NOVATECH. 11. SAW CUT AND KEY-GRIND ASPHALT AT ALL ROAD CUTS AND ASPHALT TIE IN POINTS AS PER CITY OF OTTAWA STANDARDS (R10). DESCRIPTION STATION PP :$7(50$,1 7$%/( &211(&7 72 (; PP :$7(50$,1 T/WM ELEVATION SURFACE ELEVATION 0+000 0+002.0 0+113.4 &5266 %(/2: (; *$6 P &/($5$1&( 0+126.8 &211(&7 72 (; PP :$7(50$,1 :,7+ 7(( EXACT WATERMAIN ELEVATION TO BE FIELD DETERMINED AT CONNECTION LOCATIONS. 10 cm 7 cm CLOSED RD 16 (RD-100-A-ADJ) 10 cm 7 cm RD 17 (RD-100-A-ADJ) 14 cm 11 cm CLOSED RD 18 (RD-100-A-ADJ) 11 cm 7 cm CLOSED RD 19 (RD-100-A-ADJ) 15 cm 11 cm CLOSED RD 27 (RD-100-A-ADJ) 15 cm 11 cm CLOSED RD 28 (RD-100-A-ADJ) 14 cm 11 cm CLOSED RD 29 (RD-100-A-ADJ) 14 cm 11 cm RD 30 (RD-100-A-ADJ) 14 cm 11 cm CLOSED RD 31 (RD-100-A-ADJ) 14 cm 10 cm CLOSED RD 32 (RD-100-A-ADJ) 14 cm 10 cm CLOSED RD 34 (RD-100-A-ADJ) BENCHMARK INFORMATION: 1. ELEVATIONS ARE GEODETIC AND ARE REFERRED TO CITY OF OTTAWA CONTROL MONUMENT No.70U-217, INDEX No.273, A BRASS TABLET IN THE NORTH WALL OF UNIVERSITY OF OTTAWA GENDRON HALL, #30 MARIE CURIE STREET, HAVING AN ELEVATION OF 70.286m. X REMOVAL OF EXISTING INFRASTRUCTURE BUILDING ENTRANCE / EXIT NORTH BLOCK SOUTH BLOCK ATRIUM PODIUM SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART 1 5 2 3 4 A D B C CONSULTANTS KEYPLAN PROJECT 1 5 2 3 4 A D B C C-01 SITE SERVICING PLAN FST SM 441626 FST SCIENCE, TECHNOLOGY, ENGINEERING & MATHEMATICS COMPLEX Novatech Project No.: 116081 150 LOUIS PASTEUR PRIVATE, OTTAWA, K1N 6N5 UNIVERSITY OF OTTAWA SCHEMATIC DESIGN 485 Bank Street, Suite 204 Ontario, Ottawa Canada K2P 1Z2 t 613.563.2500 f 613.563.7281 www.perkinswill.com MARK ISSUE DATE 0+004.1 0+039.3 +25,=217$/ %(1' 0+042.5 +25,=217$/ %(1' 0+078.5 &5266 $%29( (; 3('(675,$1 7811(/ P &/($5$1&( 0+046.9 &5266 $%29( (; &20%,1(' 6(:(5 P &/($5$1&( 0+050 - - - 0+054.5 +25,=217$/ %(1' 0+051.6 &5266 $%29( (; &20%,1(' 6(:(5 P &/($5$1&( 0+058.3 &5266 $%29( 1(: 3('(675,$1 7811(/ P &/($5$1&( 0+061.8 &5266 $%29( 1(: 3('(675,$1 7811(/ P &/($5$1&( 0+070.5 PP 99% 0+074.2 PP ),5( +<'5$17 7(( 0+079.5 &5266 $%29( (; 3('(675,$1 7811(/ P &/($5$1&( 0+075 0+085.6 +25,=217$/ %(1' 0+095.4 &5266 %(/2: (; 670 6(:(5 P &/($5$1&( 0+100.0 &5266 %(/2: (; 670 6(:(5 P &/($5$1&( - - - 0+107.0 0+117.7 CROSS BELOW RETAINING WALL 0+025 - - - 0+124.9 PP 99% # 3523(57< /,1( 12 cm CLOSED 8 cm Y3.1 0.76 L/s 13 cm 9 cm CLOSED RD 1 (RD-100-A-ADJ) RD 2 (RD-100-A-ADJ) 13 cm 9 cm CLOSED RD 3 (RD-100-A-ADJ) 13 cm 9 cm RD 4 (RD-100-A-ADJ) 13 cm 9 cm CLOSED RD 5 (RD-100-A-ADJ) 11 cm 7 cm CLOSED RD 6 (RD-100-A-ADJ) 13 cm 10 cm CLOSED RD 7 (RD-100-A-ADJ) 13 cm 10 cm CLOSED RD 8 (RD-100-A-ADJ) 13 cm 9 cm CLOSED RD 9 (RD-100-A-ADJ) 13 cm 9 cm RD 10 (RD-100-A-ADJ) 14 cm 11 cm CLOSED RD 11 (RD-100-A-ADJ) 14 cm 11 cm CLOSED RD 12 (RD-100-A-ADJ) 10 cm 7 cm CLOSED RD 13 (RD-100-A-ADJ) 13 cm 9 cm CLOSED RD 20 (RD-100-A-ADJ) 13 cm 9 cm CLOSED RD 21 (RD-100-A-ADJ) 13 cm 9 cm CLOSED RD 22 (RD-100-A-ADJ) 13 cm 9 cm RD 23 (RD-100-A-ADJ) 10 cm 6 cm CLOSED RD 24 (RD-100-A-ADJ) 12 cm 8 cm CLOSED RD 25 (RD-100-A-ADJ) 15 cm 11 cm CLOSED RD 26 (RD-100-A-ADJ) 14 cm 10 cm CLOSED RD 33 (RD-100-A-ADJ) 68.08 PP 7(( 1+00 1+02.0 CAP 1.0m FROM BUILDING FACE 1+04.8 +25,=217$/ %(1' 1+05.5 +25,=217$/ %(1' CLOSED CLOSED CLOSED CLOSED CLOSED Y3.2 Y3.2 Y3.2 Y3.2 Y3.3 Y3.4 Y3.5 Y3.6 Y3.7 Y3.8 Y3.8 Y3.9 Y3.9 Y3.9 Y3.10 Y3.10 Y3.11 Y3.12 Y3.13 Y3.13 Y3.13 Y3.13 Y3.14 Y3.15 Y3.16 Y3.16 Y3.16 Y3.17 Y3.17 Y3.17 Y3.18 Y3.18 Y3.18 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 0.76 L/s 1 ISSUED FOR SITE PLAN APPROVAL SEPT. 20, 2016 0+001.1 PP 99% 65.50 PP 7(( PP 99% &5266 %(/2: 1(: 670 6(:(5 P &/($5$1&( 68.10 65.50 68.12 65.50 68.05 64.13 66.53 63.30 65.70 63.28 65.68 63.40 65.80 63.50 65.85 63.60 65.90 63.70 65.92 63.85 66.10 63.85 66.17 63.80 66.15 63.80 66.12 63.80 66.12 63.80 66.20 63.82 66.22 63.82 66.22 63.25 66.05 63.25 66.05 63.50 66.25 63.80 66.20 63.80 66.20 64.60 67.30 64.80 67.20 65.50 68.12 65.60 68.20 65.75 68.28 65.80 68.30 1 : 200 8 0 4 2 6 PROVIDE THERMAL INSULATION AS PER CITY OF OTTAWA DETAIL W23 AND DETAIL W22 WHERE COVER IS LESS THAN 2.4m AND/OR ADJACENT TO OPEN STRUCTURES.