93 94 95 90 91 92 1.33m 150mmØ SANITARY SERVICE PROPOSED GROUND EXISTING GROUND STORMTECH SC-740 STORAGE CHAMBERS 1.46m 4.0% SL-1 CHAMBER CROSSING SCALE 1:100 DC DC DC DC DC DC DC DC DC DC ENTRANCE ENTRANCE ENTRANCE ENTRANCE ENTRANCE DEERFOX AVENUE BUS SHELTER 42 40 38 36 32 FIELDCREST AVENUE 30 34 X CONNECT TO EXISTING 200mmØ WM BY CITY FORCES; CIVIL WORK BY CONTRACTOR ROAD CUT REINSTATEMENT PER CITY DETAIL R10 CONNECT TO EXISTING 1200mmØ STORM DEFLECT LATERAL PER CITY DETAIL S11 CONNECT AT ONE O'CLOCK LATERAL INV. = 91.28 CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK GARBAGE ENCLOSURE ROAD CUT REINSTATEMENT PER CITY DETAIL R10 ROAD CUT REINSTATEMENT PER CITY DETAIL R10 300mmØ WM PATHWAY SAWCUT ASPHALT AS REQUIRED TO REMOVE AND REINSTATE SIDEWALK PANELS AND BOULEVARD LANDSCAPE AS REQUIRED FOR NEW CONSTRUCTION REMOVE AND REINSTATE SIDEWALK PANELS AND BOULEVARD LANDSCAPE AS REQUIRED FOR NEW CONSTRUCTION VALVE CHAMBER 42 40 38 36 34 30 SAWCUT ASPHALT AS REQUIRED FOR CURB REMOVAL, ROAD REINSTATEMENT PER CITY DETAIL R10 REMOVE AND REINSTATE SIDEWALK PANELS, CURBS AND BOULEVARD LANDSCAPE AS REQUIRED FOR NEW CONSTRUCTION UP TRL UP THH UP INV. INFILTRATION CHAMBERS = 92.05 INV. SUBDRAIN=91.75 OUTLET INV=92.09 INLET INV=92.10 CORE INTO BOTTOM OF INFILTRATION CHAMBERS STORMTECH SC-740 STORAGE CHAMBERS (REFER TO DESIGN BRIEF APPENDIX D FOR DETAILED DESIGN) 33.0m-150mmØ ADS N-12 DUAL WALL HDPE PERFORATED SUBDRAIN 3.0m-600mmØ STM @ 1.30% 4.7m-300mmØ STM @ 0.50% C/W 90° ELBOW HYD1 1067mmØ WM 200mmØ WM 1067mmØ WM SP WATER SERVICE: 38mm ∅ COPPER T/WM=91.00 STORM SERVICE (FROM SUMP PUMP): 13.9m - 100mm ∅ @ 1.00% INV. = 92.77 200 CBMH1 LCB5 CB4 202 CB5 4.80m-300mmØ GALV. CSP TH=1.6mm PR 68x13 @ 2.9% INV.W=93.10 INV.E=92.96 17.0m-250mmØ HDPE @ 1.00% 17.3m-300mmØ STM @ 0.35% 42.0m-300mmØ STM @ 0.35% 87.0m - 1200mmØ STM @ 0.25% 87.0m - 1200mmØ STM @ 0.24% 32 33 DICB31 29 28 53 117 52 118 119 8.7m-200mm ∅ STM @ 0.50% 6.6m-600mm ∅ STM @ 0.50% 84.3m - 375mmØ STM @ 1.50% 200mmØ WM 22.0m - 375mmØ STM @ 0.91% 18.0m - 375mmØ STM @ 0.80% 400mmØ WM 131 129 31.3m-250mmØ SAN @ 0.50% REFER TO DRAWING 115042-PR FOR DETAIL DESIGN 127 47.7m-250mmØ SAN @ 0.65% REFER TO DRAWING 115042-PR FOR DETAIL DESIGN 204 LCB4 LCB3 10.0m-250mmØ STM @ 1.00% 27.5m-375mmØ STM @ 0.35% 111 112 3.5m-250mmØ STM @ 0.50% 133 10.0m-150mmØ PVC SDR-28 @ 2.00% CONNECT TO 200mmØ SAN DEFLECT LATERAL PER CITY DETAIL S11 CONNECT TO MAIN LATERAL INV.= 89.54 MAIN INV.=89.49 REINSTATE MEDIAN TO EXISTING CONDITIONS OR BETTER PER CITY DETAIL SC10 CONNECT TO EXISTING 375mmØ STORM DEFLECT LATERAL PER CITY DETAIL S11 CONNECT AT MAIN LATERAL INV. = 92.28 EX. MAIN INV. =92.09 20.2m - 375mmØ STM @ 1.25% REMOVE EXISTING CB 28 AND PLUG LATERAL AT INLET PER CITY STANDARD S11.4 SAWCUT ASPHALT AS REQUIRED TO REMOVE AND REINSTATE SIDEWALK PANELS AND BOULEVARD LANDSCAPE AS REQUIRED FOR NEW CONSTRUCTION REMOVE EXISTING CB 153 200mmØ CB LEAD, AND PLUG LATERAL NEAR ROAD CUT PER CITY DETAIL S11.4 SANITARY SERVICE: 17.9m-150mm ∅ PVC SDR-28 @ 2.00% INV=90.40 1+000 1+018 116 SL-1 SL-1 C1 C2 C4 C5 C6 C7 94mm ICD TO BE INSTALLED ON 375mmØ OUTLET PIPE C8 C3 CATCHBASIN TABLE CB ID 31 CB4 CB5 LCB3 LCB4 LCB5 SIZE (mm) T/G ELEVATION 92.95 93.70 93.17 93.25 93.81 93.95 INVERT 91.84 92.43 92.23 92.07 92.41 92.63 250Ø 250Ø 600x600 600x600 600x600 DICB31 250Ø 92.57 (LOW) STM MANHOLE TABLE MANHOLE ID 200 202 204 CBMH1 SIZE(mm) 1200 ∅ 1200 ∅ 1500 ∅ 1200 ∅ T/G ELEV (m) 94.12 93.60 93.63 93.75 INVERT (m) SE=92.40 NE=92.34 SW=92.19 SE=92.13 N=92.19 E=91.75 S=92.31 NW=92.05 NW=92.46 DIAMETER (mm) SE=300 NE=300 SW=300 SE=600 N=200 E=375 S=250 NW=600 NW=300 I.C.D. - - 94mm - SAN MANHOLE TABLE OFFSITE WORKS MANHOLE ID 90 125 127 129 131 133 SIZE(mm) 1200 ∅ 1200 ∅ 1200 ∅ 1200 ∅ 1200 ∅ 1200 ∅ T/G ELEV (m) 92.71 92.88 93.49 93.17 93.32 93.56 INVERT (m) N=88.64 E=88.67 W=88.70 E=88.75 SW=88.78 NE=88.95 SW=88.98 NE=89.13 SE=89.19 NW=89.50 SW=90.04 NE=90.01 PIPE DIAMETER (mm) N=250 E=250 W=250 E=250 SW=250 NE=250 SW=250 NE=250 SE=250 NW=250 SW=150 NE=150 SEWER CROSSING TABLE LOCATION C1 ELEVATIONS CLEARANCE STM INV=89.71 SAN OBV=89.30 C2 0.41m C4 0.61m C5 2.15m C6 1.99m C7 2.13m C8 0.16m* 0.25m STM INV=89.92 SAN OBV=89.31 STM INV=91.64 SAN OBV=89.49 STM INV=91.56 SAN OBV=89.57 STM INV=91.76 SAN OBV=89.63 STM INV=91.69 WM OBV=91.53 STM INV=92.08 WM OBV=91.83 WM INV=90.23 SAN OBV=89.37 C3 0.86m 1+000.0 CAP STATION SURFACE ELEVATION DESCRIPTION TOP OF WM ELEVATION 94.23 91.00 91.26 1+005.9 94.41 WATERMAIN TABLE 1+013.9 94.37 91.60 1+015.0 94.38 91.70 1+018.0 94.35 91.95 STM INV. = 92.08 91.43 1+010.0 - 94.24 SERVICE POST - CONNECT TO EXISTING SAN MANHOLE TABLE OFFSITE WORKS MANHOLE ID 90 SIZE(mm) 1200 ∅ T/G ELEV (m) 92.71 INVERT (m) N=88.64 E=88.67 W=88.70 PIPE DIAMET (mm) N=250 E=250 W=250 3130 WOODROFFE AVENUE USF=91.30 3120 WOODROFFE AVENUE WOODROFFE AVENUE GENERAL PLAN OF SERVICES 1. ISSUED FOR APPROVAL JAN 26/16 MAB 95 300mmØ 100 STORM MANHOLE, SEWER & FLOW DIRECTION WATERMAIN AND DIAMETER VB VALVE & VALVE BOX & SERVICE POST BEND AND THRUST BLOCK HYDRANT, VALVE & LEAD TOP OF FLANGE ELEVATION CAP REDUCER ROAD CATCHBASIN LANDSCAPE TYPE CATCHBASIN LCB-1 LEGEND WATERMAIN SEWERS HYD1 T/FL=100.00 101 SANITARY MANHOLE, SEWER & FLOW DIRECTION UP DEPRESSED CURB DC CURB UTILITY POLE AND GUY WIRE ROAD CUT REINSTATEMENT PER CITY DETAIL R10 SIDEWALK REINSTATEMENT SOD REINSTATEMENT EXISTING TREE / BRUSH LINE PLANTING BED HARD LANDSCAPE SP INFILTRATION CHAMBER 2. REVISED PER CITY COMMENTS MAY 4/16 MAB 3. REVISED PER CITY COMMENTS JUNE 27/16 MAB P EXISTING SUMP M:\2015\115041\CAD\Design\115041-GP-LAYOUT.dwg, A1, Aug 08, 2016 - 9:58am, ddufton PLANA1.DWG - 841mmx59 NOTE: THE POSITION OF ALL POLE LINES, CONDUITS, WATERMAINS, SEWERS AND OTHER UNDERGROUND AND OVERGROUND 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. PROJECT No. REV DRAWING No. No. REVISION DATE BY FOR REVIEW ONLY SCALE APPROVED CHECKED DRAWN CHECKED DESIGN E ng i n e r s , P l a n e r s & L a nd s c a p e A r c h i t e c t s 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 N.T.S. NORTH KEY PLAN CITY OF OTTAWA 3130 WOODROFFE AVENUE 115041 REV # 4 115041-GP LRW MAB DTD MAB JGR RYLAND ST DEERFOX DR STONEWAY DR TIERNEY DR SUMMERWIND CRES WINDHURST DR MARKLAND CRES MARKLAND CRES WOODROFFE AVE FIELDCREST AVE GRENADIER WAY STONEPOINTE AVE BURNLEY CRT WOODROFFE AVE SITE REFER TO 115041-DLN FOR ADDITIONAL NOTES 1:250 10 0 1:250 4 8 2 6 4. REVISED PER CITY COMMENTS AUG 8/16 MAB * : PLACE 375mmØ PIPE SECTION CENTRED OVER 1067mmØ WATERMAIN TO ENSURE MAXIMUM DISTANCE BETWEEN WATERMAIN AND 375mmØ PIPE JOINTS.