RIDEAU STREET AT WALLER STREET INTERSECTION WIDENING

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Gary Malone
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1 DRWING FRME: 790mm x 53mm City of Ottawa 2011 INFRSTRUCTURE SERVICES DEPRTMENT OTTW RIVER CONTRCT SITE GENERL MNGER INFRSTRUCTURE SERVICES DEPRTMENT PRESTON STREET BRONSON VENUE WELLINGTON STREET BNK STREET ELGIN STREET WLLER STREET RIVER RIDEU HWY 17 (QUEENSWY) :51 PM c:\civil\active\ \design\drawing\isd11-516b-000-cov.dwg T CONTRCT No. ISD11-516B ISSUED FOR TENDER SEPTEMBER 1, 2015

2 DRWING FRME: 790mm x 53mm City of Ottawa 2011 D R W I N G N o COVER INDE ND NOTES LEGEND SUGGESTED CONSTRUCTION CONSTRUCTION STGING PLN STGING PLN REMOVLS ND DJUSTMENTS GEOMETRY ND GENERL LYOUT DETILS I D E S C R I P T I O N PEDESTRIN RILING S E W E R N O T E S : THE CONTRCTOR SHLL REMOVE ND DISPOSE OF EISTING SEWERS ND MINTENNCE HOLES, INCLUDING MINTINING ND MNGING EISTING SEWER FLOWS DURING THE PERIOD OF CONSTRUCTION. LL MTERILS ND CONSTRUCTION METHODS TO BE IN CCORDNCE WITH THE LTEST CITY OF OTTW STNDRD SPECIFICTIONS ND DRWINGS. REFER TO SECTION E OF THE CONTRCT'S SPECIFICTIONS. FOR MNGEMENT OF ECVTED MTERIL ND GROUND WTER MNGEMENT REQUIREMENTS REFER TO CONTRCT SPECIFICTIONS. THE CONTRCTOR SHLL DETERMINE VI ECVTION ND/OR PROBING THE HORIZONTL ND VERTICL LOCTIONS OF LL UTILITIES CROSSED BY NEW SERVICES ND CTCHBSIN LTERLS PRIOR TO PLCING NEW SERVICES ND LTERLS. THE CONTRCTOR SHLL PROVIDE TIME FOR CONTRCT DMINISTRTOR TO DJUST DESIGN DUE TO NY CONFLICT, IF REQUIRED. T INDE ND NOTES Tel ISD11-516B 001 Sheet 01 of 06. OFFSETS ND GRTE ELEVTIONS FOR MINTENNCE HOLES ND DITCH INLETS REFER TO CENTER OF STRUCTURE. OFFSETS ND GRTE ELEVTIONS FOR CTCHBSINS ND CTCHBSIN MINTENNCE HOLES DJCENT TO CURB RE GIVEN T EDGE OF PVEMENT FOR SEWER PIPE BEDDING/BCKFILL, REFER TO CITY OF OTTW STD. NO. S BCKFILL WITH PPROVED NTIVE FILL TO MTCH DJCENT MTERIL EPOSED ON TRENCH WLL OR S DIRECTED BY THE CONTRCT DMINISTRTOR. FOR CTCHBSIN ND CTCHBSIN MINTENNCE HOLE CONSTRUCTION DETILS T CURBS REFER TO CITY OF OTTW STD. NOs. S1, S2 ND S SEWER SERVICE ND LTERL CONNECTIONS RE TO COMPLY WITH CITY OF OTTW STD. NOs. S11 ND S1 SERVICE TEES TO BE INSTLLED T SPRINGLINE WITH LTERL SLOPE T 0 GRDE UNTIL EISTING LTERL ELEVTION WILL LLOW SLOPE GRETER THN 0. THE CONTRCTOR SHLL VERIFY ND LOCTE LL EISTING SERVICES IN THE FIELD. LL SERVICES SHLL BE CONFIRMED IN FIELD BY PROBING, DYE TESTING OR OTHER METHODS. SEWER SERVICES TO BE REPLCED TO PROPERTY LINE, UNLESS SPECIFIED OTHERWISE, S PER CITY OF OTTW STD. NOs. S6, S11 ND S1 ECT LIMIT ND LYOUT OF SERVICE REPLCEMENT TO BE DETERMINED IN FIELD S DIRECTED BY THE CONTRCT DMINISTRTOR. SERVICE LTERLS TO DDRESS NOs. 10, 103, 101, 100, 99, 96, 9, 92, 90, 88, 86, 82, 37, 33, 18, 12 ND 10 BRODWY VENUE ND 68 ND 70 CRIG STREET TO BE CCTV'd BY THE CONTRCTOR FROM HOUSE TO EISTING SEWER TO LLOW THE CONTRCT DMINISTRTOR TO DETERMINE THE METHOD OF REPLCEMENT/REHBILITTION. THE CONTRCTOR SHLL BE RESPONSIBLE TO DETERMINE, BY ECVTION, THE ECT LOCTION, ELEVTION ND DIMETER OF THE EISTING SEWERS S REQUIRED FOR LL CONNECTIONS, RELOCTIONS ND BLNKINGS. CONTRCTOR TO PROVIDE TEMPORRY BYPSS PUMPING ND TEMPORRY MINTENNCES HOLES ND CONNECTIONS TO HNDLE THE SEWGE FLOW DURING CONSTRUCTION. DETILED PLNS OF BYPSS PUMPING TO BE SUBMITTED FOR PPROVL. LL CTCHBSINS CONNECTED TO COMBINED SEWER TO HVE ODOUR CONTROL TRP c/w ODOUR ND FLOTBLE CONTROL. REFER TO PLN ND PROFILE DRWING NOTES FOR ICD CPCITY. THE CONTRCTOR SHLL INSTLL ND MINTIN EROSION ND SEDIMENT CONTROL MESURES TO PREVENT SURFCE EROSION ND SEDIMENT RUNOFF FROM IMPCTING WTERCOURSES, DJCENT PROPERTIES ND EISTING SEWERS IN CCORDNCE WITH THE CONTRCT SPECIFICTIONS ND TO THE STISFCTION OF THE CONTRCT DMINISTRTOR. 1 POSITIVE DRINGE TO BE PROVIDED FOR LL SUBDRINS. W T E R M I N N O T E S : STND POST LOCTIONS SHOWN RE BSED ON CITY BSE INFORMTION. THE CONTRCTOR SHLL BE RESPONSIBLE TO DETERMINE, BY ECVTION, THE ECT LOCTION, ELEVTION ND SIZE OF THE EISTING WTERMINS, S REQUIRED, FOR LL CONNECTIONS, RELOCTIONS ND BLNKINGS. REVISIONS G E N E R L N O T E S : N/ THE LOCTION OF THE UTILITIES IS PPROIMTE ONLY. THE ECT LOCTION SHLL BE DETERMINED BY CONSULTING THE MUNICIPL UTHORITIES ND UTILITY COMPNIES CONCERNED. THE CONTRCTOR SHLL PROVE THE LOCTION OF UTILITIES ND SHLL BE RESPONSIBLE FOR DEQUTE PROTECTION FROM DMGE. OVERHED UTILITIES ND SERVICES RE NOT SHOWN. LL DIMENSIONS RE IN METERS UNLESS OTHERWISE NOTED.. WITH THE ECEPTION OF THE CITY OF OTTW CONSTRUCTION SPECIFICTIONS ND STNDRD DETIL DRWINGS REFERRED TO IN THIS CONTRCT, ONTRIO PROVINCIL STNDRD DRWINGS (OPSD) ND STNDRD SPECIFICTIONS (OPSS) SHLL PPLY TO THIS CONTRCT. LL BSE MPPING IS REFERENCED TO NORTH MERICN DTUM OF 1983 (ND83). LL PROPERTY ND TOPOGRPHIC INFORMTION WS PROVIDED BY THE CITY OF OTTW, SURVEYS ND MPPING UNIT, FILE 17031b.DGN DTED DECEMBER 201. FOR GEOTECHNICL INFORMTION, REFER TO THE LIST OF REPORTS IN SPECIL PROVISION - GENERL No. D-00 CONTRCTOR TO COORDINTE WORKS WITH CITY FORESTRY SERVICES GROUP DURING CONSTRUCTION. THE CONTRCTOR SHLL NOT DISTURB EISTING IRRIGTION SYSTEMS T DDRESS 103 BRODWY VENUE. THE CONTRCTOR SHLL MINTIN PEDESTRIN ND TRFFIC MOVEMENTS T LL TIMES S STIPULTED IN THE CONTRCT. THE CONTRCTOR SHLL PROVIDE SUPPORT FOR EISTING POLES, STREET LIGHTS, ETC. S REQUIRED TO COMPLETE THE WORKS :52 PM w:\active\ \design\drawing\isd11-516b-001-ind.dwg. LL WTER SERVICES TO BE 19mm DI. UNLESS OTHERWISE NOTED. SHOULD WTER SERVICE GRETER THN 19mm DI. BE EPOSED, THE CONTRCT DMINISTRTOR IS TO BE DVISED IMMEDITELY TO LLOW FOR THE REPLCEMENT DIMETER TO BE CONFIRMED. LL WTER SERVICES SHLL BE INSTLLED WITH MINIMUM m COVER S PER CITY OF OTTW STD. NO. W2 WTERMIN BEDDING ND COVER SHLL BE GRNULR ''. REFER TO CITY OF OTTW STD. NO. W1 THE CONTRCTOR SHLL PROVIDE ECVTION, DEWTERING, BEDDING ND BCKFILLING FOR LL RELOCTIONS, BLNKINGS ND CONNECTIONS TO EISTING WTERMINS BY CITY FORCES. WTER SERVICES ND SERVICE POSTS TO BE REPLCED TO PROPERTY LINE, UNLESS SPECIFIED OTHERWISE, S PER CITY OF OTTW STD. NOs. W26 ND W3 SERVICE SIZE, ECT LIMIT ND LYOUT OF SERVICE REPLCEMENT TO BE DETERMINED IN FIELD S DIRECTED BY THE CONTRCT DMINISTRTOR. THE CONTRCTOR SHLL COORDINTE WITH ND SSIST CITY FORCES WITH THE INSTLLTION OF TEMPORRY OVERLND WTER SERVICES. EISTING WTERMINS THT RE SHOWN ON THE PROFILE RE PPROIMTE. DEPTH OF COVER MY VRY FROM WHT IS SSUMED. THERML INSULTION T LL OPEN STRUCTURES S PER CITY OF OTTW STD. NO. W2 THE CONTRCTOR SHLL SSUME LL THRUST BLOCKS ND RESTRINTS TO BE INSTLLED BSED ON 100KPa BERING CPCITY. THE BERING CPCITY SHLL BE CONFIRMED ON-SITE, T TIME OF CONSTRUCTION. LL MTERILS ND CONSTRUCTION METHODS TO BE IN CCORDNCE WITH THE LTEST CITY OF OTTW STNDRD SPECIFICTIONS ND DRWINGS. REFER TO SECTION E OF THE SPECIFICTIONS. 1 THE CONTRCTOR SHLL COORDINTE WITH ND SSIST CITY FORCES WITH THE INSTLLTION OF TEMPORRY OVERLND WTER SERVICES. 1 SWCUT EISTING PVEMENT TO NET LINES T LL TIE-IN ND MTCH LINE LOCTIONS. 1 LL CURBS TO HVE 125mm FCE HEIGHT ECEPT FOR CRIG STREET, BETWEEN ST (LEFT) ND ST (LEFT), WHICH SHLL HVE CURB FCE HEIGHT OF 100mm. G R D I N G N O T E : LL DJCENT RES DISTURBED BY CONSTRUCTION SHLL BE REINSTTED TO ORIGINL CONDITIONS TO THE STISFCTION OF THE CONTRCT DMINISTRTOR. LL GRDED RES TO BE REINSTTED WITH SOD OVER 100mm TOPSOIL, UNLESS OTHERWISE SPECIFIED. THE CONTRCTOR SHLL INSTLL ND MINTIN EROSION ND SEDIMENT CONTROL MESURES TO PREVENT SURFCE EROSION ND SEDIMENT RUNOFF FROM IMPCTING NY EISTING WTERCOURSES, DRINGE DITCHES ND SEWER INLETS. COMPLY WITH THE CONTRCT SPECIFICTIONS FOR EROSION ND SEDIMENT CONTROL MESURE REQUIREMENTS. REMOVL/REINSTTEMENT RES IDENTIFIED RE ESTIMTED BSED ON INFORMTION VILBLE T THE TIME OF DESIGN. CTUL RES WILL VRY ND WILL BE FIELD MESURED DURING CONSTRUCTION. ECT LIMITS OF REINSTTEMENT WILL BE S DIRECTED BY THE CONTRCT DMINISTRTOR. THE CONTRCTOR SHLL NOT PERFORM LNDSCPING OR DRIVEWY REMOVL UNTIL LIMITS RE GREED TO ON-SITE WITH THE CONTRCT DMINISTRTOR.

3 DRWING FRME: 790mm x 53mm City of Ottawa 2011 DESCRIPTION EISTING PROPOSED REMOVLS SPHLT RODWY SPHLT DRIVEWY GRVEL RODWY OR DRIVEWY MONOLITHIC CONCRETE CURB ND SIDEWLK, MEDIN CP OR ISLND CONCRETE CURB ND SIDEWLK, MEDIN CP OR ISLND CONCRETE CURB ND DEPRESSED CURB CONCRETE CURB ND GUTTER RODWY CENTERLINE REFERENCE H.O.T. POINT ON CENTERLINE P.I. (POINT OF INTERSECTION) RODWY RIGHT-OF-WY SYMBOLS REFERENCE POINTS: BM.# ELEV. CM ISCM 2- ISCM 3- IP IB SIB SSIB RIB BENCHMRK ELEVTION CONCRETE MONUMENT CUT VEE CUT CROSS 2ND ORDER INTEGRTED SURVEY CONTROL MONUMENT 3RD ORDER INTEGRTED SURVEY CONTROL MONUMENT IRON TUBE OR PIPE IRON BR STNDRD IRON BR SHORT STNDRD IRON BR ROUND IRON BR RILWYS: GFL-B WW WWB RCS FL FL-B SINGLE TRCK MULTIPLE TRCK GTE, FLSHING LIGHT ND BELL WIG-WG WIG-WG ND BELL RILWY CROSSING SIGN FLSHING LIGHT FLSHING LIGHT ND BELL T LEGEND Tel ISD11-516B 002 Sheet 02 of 06 N/ PROPERTY LINE, IRON BR, STNDRD IRON BR FENCE GUIDE RIL RETINING WLL TREES REVISIONS HEDGE TREELINE ND BUSH RE SWLE DITCH DITCH ND CREEK OVER 0.6m WIDE CULVERT CULVERT WITH HEDWLLS PERFORTED PIPE SUBDRIN SINGLE CTCHBSIN ND DITCH INLET DOUBLE CTCHBSIN STORM SEWER PIPE, SIZE, MINTENNCE HOLE ST1 300 ST DI1 REMOVL ND DJUSTMENTS LEGEND: SPHLT RODWY REMOVL - FULL DEPTH SPHLT MILLING - PRTIL DEPTH SPHLT DRIVEWY, SHOULDER, SIDEWLK ND PTHWY REMOVL SPHLT TO BE PULVERIZED CONCRETE REMOVL REINSTTEMENT LEGEND: SPHLT RODWY - FULL DEPTH SPHLT RODWY - PRTIL DEPTH, SPHLT DRIVEWY, SHOULDER, SIDEWLK, PTHWY ND BOULEVRD CONCRETE INTERLOCKING PVERS FLGSTONE TRFFIC PLNT LEGEND: TM1 HH1 TF1 JU1 M1 MINTENNCE HOLE 890x890x90mm STD. NO. T c/w FRME ND COVER STD. NOs. T5 ND T6 HNDHOLE 711x508x838mm STD. NO. T1 c/w FRME ND COVER STD. NOs. T2 ND T3 TUBULR FOUNDTION STD. NO. T x1000x1500mm JOINT USE FOUNDTION STD. NO. T x1500x1800mm MST RM FOUNDTION STD. NO. T x1200x1500mm SNITRY SEWER PIPE, SIZE, MINTENNCE HOLE S1 300 S INTERLOCKING PVERS REMOVL PTIO STONES C C1 CONTROLLER POLE FOUNDTION STD. NO. T2 1000x1000x1200mm COMBINED SEWER PIPE ND SIZE SERVICE CONNECTION TKEN FROM RECORD DRWING - CPPED 500 CO FLGSTONE REMOVL PTIO STONE REMOVL GRNULR SELNT SEED ND MULCH 170 D CF1 D1 170 CONTROLLER FOUNDTION STD. NO. T17 DISCONNECT PD FOUNDTION STD. NO. T26 0x900x1200mm :53 PM w:\active\ \design\drawing\isd11-516b-002-leg.dwg SERVICE CONNECTION TKEN FROM CCTV - CPPED WTERMIN PIPE, SIZE, VLVE CHMBER WTERMIN LTERL, FIRE HYDRNT ND VLVE BO WTER SERVICE POST WTERMIN REDUCER STEEL HYDRO TOWER HYDRO POLE WITH NCHOR HYDRO CONDUIT ND MINTENNCE HOLE BELL POLE ND NCHOR BELL CONDUIT, PEDESTL ND MINTENNCE HOLE ROGERS CBLE CONDUIT ND PEDESTL COMMUNICTION HNDHOLE STREET LIGHT ON CONCRETE POLE ND CONDUIT STREET LIGHT ON METL POLE ND CONDUIT STREET LIGHT HNDHOLE GSMIN MRKER GSMIN PIPE ND VLVE SIGN ON POST OR ON UTILITY POLE SIGN ON BOTH SIDES OF POST SIGN ON TOP OF POST OVERHED SIGN ON TUBULR POLE HMH HYDRO B BP BMH BELL CTV CTV 06 WM H GV GS Ra-1 SL H.# BH.# CH.# TP.# RE TO BE CLERED RE TO BE GRUBBED RE TO BE CLERED ND GRUBBED DJUST CTCHBSIN, DITCH INLET DJUST MINTENNCE HOLE, VLVE, ETC. REPLCE FRME ND COVER WITH SELF-LEVELING FRME ND COVER REMOVE MINTENNCE HOLE, CTCHBSIN, UTILITY, ETC. WELL TO BE BNDONED PLUG EISTING PIPE REMOVE UNDERGROUND UTILITY, CULVERT, ETC. TREE PROTECTION UGERHOLE BOREHOLE COREHOLE TEST PIT 956 PROFILE LEGEND: 300 ST STORM SEWER PIPE 300 S SNITRY SEWER PIPE 500 CO COMBINED SEWER PIPE 06 WM WTERMIN PIPE LEFT DITCH RIGHT DITCH 956 ELEVTION 300 ST 300 S 500 CO 06 WM SOD RIP-RP CUT (TOP OF SLOPE) FILL (TOP OF SLOPE) SPOT ELEVTION EISTING STORM SEWER PIPE EISTING SNITRY SEWER PIPE EISTING COMBINED SEWER PIPE EISTING WTERMIN PIPE EISTING ROCK LINE LP1 50mm CONDUIT (ENCSED) STD. NO. T7 75mm CONDUIT (ENCSED) STD. NO. T7 100mm CONDUIT (ENCSED) STD. NO. T7 125mm CONDUIT (ENCSED) STD. NO. T mm CONDUITS (ENCSED) STD. NO. T7 ELECTRICL GROUNDING PLTE STD. NO. T10 DETECTOR LOOP STD. NOs. T0, T1, T2, T3, T, T5 ND T6 (LYOUT TO BE CONFIRMED BY CITY OF OTTW FTER INITIL LYOUT BY CONTRCTOR) EISTING MINTENNCE HOLE EISTING HNDHOLE EISTING JOINT USE POLE, MST RM POLE ND TUBULR POLE FOUNDTION EISTING TUBULR POLE WITH OVERHED SIGN EISTING CONTROLLER 170 FOUNDTION EISTING CONTROLLER POLE FOUNDTION EISTING DISCONNECT PD FOUNDTION EISTING 50mm CONDUIT (ENCSED) EISTING 75mm CONDUIT (ENCSED) EISTING 100mm CONDUIT (ENCSED) EISTING 125mm CONDUIT (ENCSED) EISTING 3-100mm CONDUITS (ENCSED) EISTING DETECTOR LOOP

4 T SUGGESTED CONSTRUCTION STGING PLN ISD11-516B 003 Sheet 03 of 06 TC5 (TYP.) MINTIN CROSSWLKS ND PEDESTRIN PSSGE T LL TIMES W. R. NEWELL, P.ENG. Tc-7 Tc-7t Tc-10 (D1) 0 Tc-0L Tc-1t Tc-10L Tc-10R CUMBERLND STREET Tel m HORIZONTL 1: GENERL NOTES: THIS PLN PROVIDES THE SUGGESTED STGING ND TRFFIC DETOURING. THE CONTRCTOR SHLL BE RESPONSIBLE FOR THE PREPRTION OF TRFFIC MNGEMENT PLN ND CONSTRUCTION STGING PLN IN CCORDNCE WITH CITY OF OTTW ND CONTRCT DMINISTRTOR REQUIREMENTS, ND FOR LL PPROVLS REQUIRED. THESE DRWINGS SHLL BE RED IN CONJUNCTION WITH CONTRCT GENERL CONDITIONS. TRFFIC CONTROL SIGNGE ND DEVICES SHLL BE SUPPLIED ND INSTLLED BY THE CONTRCTOR PER THE ONTRIO TRFFIC MNUL. Tc-5 T DLY VENUE BESSERER STREET SUGGESTED TRFFIC STGING PLN - STGE 1. CONTRCTOR SHLL MINTIN LL PEDESTRIN, CYCLE, ND TRFFIC MOVEMENTS S SPECIFIED T LL TIMES. CONTRCTOR TO MINTIN CCESS TO SIDE STREETS ND ENTRNCES T LL TIMES. CONTRCTOR TO COORDINTE PVEMENT MRKING REQUIREMENTS WITH CITY OF OTTW/CONTRCT DMINISTRTOR. CONTRCTOR IS RESPONSIBLE FOR DEVELOPMENT OF LL PVEMENT MRKING DRWINGS REQUIREMENTS FOR LL TRFFIC DETOURING FOR LL PHSES. - WLLER ST. INTERSECTION IMPROVEMENTS TRFFIC ND PEDESTRIN MNGEMENT: MINTIN EB CURB LNE ON RIDEU ST. T LL TIMES DURING PEK HOURS ND LL TIMES WHEN NOT PRT OF CTIVE CONSTRUCTION. CLOSE NB WLLER LNE ND DETOUR NB VEHICLES VI BESSERER ST. ND CUMBERLND ST. TO EB FOR DURTION OF CONSTRUCTION. MINTIN PEDESTRIN PSSGE LONG (SOUTH SIDE) ND LONG ONE SIDE OF T LL TIMES. MINTIN CROSSWLKS ND PEDESTRIN PSSGE T LL TIMES MINTIN PEDESTRIN CROSSINGS OF RIDEU ST. WEST LEG T WLLER T LL TIMES. MINTIN PEDESTRIN CROSSINGS OF T T LL TIMES. 0 Tc-0R Tc-1t Tc-1t Tc-7 Tc-7 Tc-7t Tc-10 (D1) TC5 (TYP.) Tc-10R CUMBERLND STREET PROTECT CONCRETE (SECURITY GURD) FTER CONCRETE POURS DURING CRITICL CURING STGE TO ELIMINTE DMGE TO CONCRETE. STGE 1: CLOSE SIDEWLK ON EST SIDE OF WLLER BETWEEN BESSERER ST. ND CONTRCT LIMITS. MINTIN PEDESTRIN PSSGE LONG ND PEDESTRIN CROSSING T LL TIMES. CONSTRUCT EST SIDE OF RIDEU-WLLER INTERSECTION IMPROVEMENTS INCLUSIVE OF REMOVLS, CB'S, TRFFIC MH/HH RELOCTES, CURBS, SIDEWLKS, PVERS, BOLLRDS, ND PEDESTRIN RILING,, ETC. CLOSE EB CURB LNE TO PROVIDE TEMPORRY PEDESTRIN PSSGE LONG RIDEU ST. DURING PLCEMENT ND CURING OF SIDEWLK. (MIMUM 2 HRS). PLCE TWO LIFTS OF BSE COURSE SPHLT ND TEMPORRY SPHLT RMP T CROSSWLK. RE-OPEN SIDEWLK ON EST SIDE OF WLLER. STGE 2: CLOSE SIDEWLK ON WEST SIDE OF WLLER BETWEEN BESSERER ST. ND CONTRCT LIMITS. MINTIN PEDESTRIN CCESS TO DJCENT PROPERTIES ON WLLER ST. ND PEDESTRIN PSSGE LONG RIDEU STREET ND PEDESTRIN CROSSING T LL TIMES. TEMPORRY RELOCTION OF WB LEFT TURN (SB) TRFFIC TO EST SIDE OF WLLER (NB LNE). MINTIN CCESS TO 198 T LL TIMES. CONSTRUCT WEST SIDE OF RIDEU-WLLER INTERSECTION IMPROVEMENTS INCLUSIVE OF REMOVLS, CB'S, CURBS, SIDEWLKS, PVERS, ND BOLLRDS, ETC. CLOSE EB CURB LNE TO PROVIDE TEMPORRY PEDESTRIN PSSGE LONG RIDEU ST. DURING PLCEMENT ND CURING OF SIDEWLK. (MIMUM 2 HRS). PLCE TWO LIFTS OF BSE COURSE SPHLT. 2 MINTIN PEDESTRIN CROSSWLK CCESS. Tc-10L 2. RE-OPEN SIDEWLK ON WEST SIDE OF WLLER. STGE 3: 2 PLCE TOP LIFT OF SPHLT (WEST SIDE). Tc-5 T DLY VENUE BESSERER STREET SUGGESTED TRFFIC STGING PLN - STGE RELOCTE OF WB LEFT TURN (SB) TRFFIC BCK TO WEST SIDE OF WLLER. PLCE TOP LIFT OF SPHLT ON EST SIDE. SPOT FOR LINE PINTING

5 T REMOVLS ND DJUSTMENTS ISD11-516B 00 Sheet 0 of 06 W. R. NEWELL, P.ENG. Tel m HORIZONTL 1: PROTECT EISTING JOINT USE POLE PROTECT EISTING JOINT USE POLE ND TRFFIC CONTROLLER SWCUT EISTING SPHLT ND CONCRETE TO NET LINES PROTECT EISTING CTCH BSIN NOTES: LL PROPERTY ND TOPOGRPHIC INFORMTION WS PROVIDED BY THE CITY OF OTTW, SURVEYS ND MPPING UNIT, FILE 16996B.dgn, DTED JUNE 2015 ND FILE 1699dgn, DTED FEBRURY 201 MINTIN CCESS TO BUILDINGS, SIDEWLKS ND CROSSWLKS DJCENT TO CONSTRUCTION T LL TIMES UNLESS OTHERWISE NOTED. REFER TO SUGGESTED STGING ND TRFFIC MNGEMENT DRWINGS. PROTECT EISTING CTCH BSIN REMOVE ND SLVGE PVERS PROTECT EISTING LIGHT STNDRD REMOVE ND SLVGE PVERS REMOVL ND DJUSTMENTS LEGEND: SPHLT RODWY REMOVL - FULL DEPTH SPHLT MILLING - PRTIL DEPTH CONCRETE REMOVL INTERLOCKING PVERS REMOVL DJUST MINTENNCE HOLE, VLVE, ETC. SWCUT EISTING SPHLT ND CONCRETE TO NET LINES SCLE 1:100 REMOVE MINTENNCE HOLE, CTCHBSIN, UTILITY, ETC. REMOVE CURB

6 T GEOMETRY ND GENERL LYOUT ISD11-516B Sheet of 06 W. R. NEWELL, P.ENG. Tel STOP BR- (0.6m WIDE).0 HORIZONTL 2 15m- 0 0m 25 CROSS-WLK BR- (0.6m WIDE T 2m SPCING) 10R R R MTCH TO EISTING PVEMENT MRKINGS 9 10 R 16 7 By 11 Description DSHED WHITE (TYP.) 6 No. (3-3).0 3 SOLID YELLOW 2 8 DSHED WHITE (3-3) 1 1: EISTING SUBDRIN SOLID YELLOW MONOLITHIC CONCRETE CURB ND SIDEWLK, SC2 CURB BRRIER CURB, SC1 3 MTCH TO EISTING 3 56 MTCH TO EISTING GRDE T BUILDING 7 EISTING LED EISTING LED PVEMENT STRUCTURE: 0mm SUPERPVE 15 FC1 LEVEL D (PG6-3) 100mm SUPERPVE 10 LEVEL D (PG6-3) 150mm GRNULR '' 50mm GRNULR 'B' TYPE II MTCH CURB TO SIDEWLK REINSTTEMENT LEGEND: SCLE 1:100 CTCHBSIN & MINTENNCE HOLE DT TYPE Structure Cover ELEVTION Grate Low Inv. NO. NORTHING ESTING 5,032, , S ,032, , S SEWER DT CONCRETE MTCH TO EISTING REINSTTE EISTING PVERS 2 Wa-33L EISTING SUBDRIN INTERLOCKING PVERS 8 MONOLITHIC CONCRETE CURB ND SIDEWLK, SC2 DECORTIVE BOLLRDS 6 T 0m SPCING 0.6m FROM FCE OF CURB ON CENTRE MTCH TO EISTING FOR PEDESTRIN RILING DETILS REFER TO DWG. NO. 00 SPHLT RODWY - PRTIL DEPTH, (MINIMUM 50mm) 5 MTCH TO EISTING. LL PVEMENT MRKINGS RE TO BE 10cm THICK UNLESS OTHERWISE NOTED. 150mm DI. PERFORTED PIPE SUBDRIN MTCH TO EISTING 0 MTCH TO EISTING REDUNDNT OR CONFLICTING PVEMENT MRKINGS ND SYMBOLS SHLL BE OBLITERTED. SPHLT RODWY - FULL DEPTH REINSTLLTION OF SLVGED PVING STONES PER CITY OF OTTW STD. NO. SC GRNULR '' THICKNESS TO MTCH EISTING BEDDING DEPTH OR DEPTH SPECIFIED IN SC9, WHICHEVER IS GRETER T/C B/C =6 5 = R NOTES: 0 NO. to NO. SIZE LENGTH (high to low) (mm) (m) CLSS INVERTS Inlet Outlet SEWER SDR SEWER SDR DECORTIVE BOLLRDS 6 T 0.9m SPCING ON CURB T/C B/C =6 0 = CONCRETE BRRIER CURB, SC CONCRETE SIDEWLK, SC ,28 368, , ,30099 REINSTTE EISTING PVERS 5,032,2588 5,032,216 5,032,2397 5,032, MTCH TO EISTING Wa-33L NUMBER PVEMENT MRKING-C/L PEDESTRIN RILING 3 POSTS T 0m SPCING PEDESTRIN CURB RMP, SC LIMIT OF SPHLT REINSTTEMENT.8 368, , , , , , , , , , , , , , , , , ,3019 5,032, ,032,2579 5,032, ,032, ,032, ,032, ,032, ,032,257 5,032, ,032, ,032, ,032, ,032, ,032, ,032,2295 5,032,2389 5,032, ,032,2309 MONOLITHIC CONCRETE CURB ND SIDEWLK, SC2 150mm THICK WITH MESH REINFORCING Wa-33L 60R NUMBER 12.0 FCE OF CURB 8 200mm DI. STEEL BOLLRD, F

7 DRWING FRME: 790mm x 53mm City of Ottawa 2011 T DETILS I PEDESTRIN RILING Tel ISD11-516B 006 Sheet 06 of 06 N.T.S. REVISIONS DETIL NOTES: THIS DRWING TO BE RED IN CONJUNCTION WITH GEOMETRY ND GENERL LYOUT DRWING NO. 00 SUBMIT STMPED SHOP DRWINGS IN CCORDNCE WITH THE CONTRCT SPECIFICTIONS. B THE UNDERSIDE OF THE BSE PLTE SHLL BE SEPRTED FROM THE CONCRETE BY MENS OF SYNTHETIC RUBBER OR NEOPRENE GSKET OR THE LUMINUM SURFCE SHLL BE GIVEN HEVY COT OF LKLI-RESISTNT BITUMINOUS PINT PRIOR TO INSTLLTION. THE PINT SHLL BE PPLIED S IT IS RECEIVED FROM THE MNUFCTURER WITHOUT THE DDITION OF THINNER BOLTS, SET SCREWS, NUTS ND WSHERS SHLL BE TYPE 30 STINLESS STEEL CCORDING TO STM 31. BOLTS RE TO BE GIVEN LIBERL COTING OF WHITE NON-STINING GRESE. ETRUDED LUMINUM TUBING SHLL BE 60-T6 OR 6351-T6 LLOY CCORDING TO STM B 221M. LUMINUM SHEET ND PLTE SHLL BE 60-T6 CCORDING TO STM B 209M. CST POSTS SHLL BE.0-T HET TRETED CCORDING TO STM B 10 ETRUDED POSTS SHLL BE 60-T6 OR 6531-T LL WELDING SHLL BE CRRIED OUT IN CCORDNCE WITH THE REQUIREMENTS OF CS W52-M1991 (R2013). RIL ND POST BLUSTERS SHLL BE VERTICL FOR RILING SLOPES. SEE HNDRIL POST LYOUT. DESIGN ND DETILING SHLL BE IN CCORDNCE WITH THE REQUIREMENTS OF CN CS-S FOR POSTS LOCTED ON CURVED SECTIONS OF CURB CONNECTION PLTES WILL NEED TO CCOUNT FOR THE CURVE ON THE CENTRELINE OF THE CURB. BLCK POWDERCOT FINISH SHLL BE PPLIED TO THE COMPLETE LUMINUM RILING ND POST SSEMBLY. 1 NCHORGE SHLL BE STINLESS STEEL THREDED ROD HILTI HS-R316 3/" DIMETER, OR PPROVED EQUIVLENT. NCHORGE SHLL BE DRILLED ND DOWELLED USING HILTI HIT-HY 200 DHESIVE MINIMUM EMBEDMENT DEPTH 100mm. LKLI-RESISTNT BITUMINOUS PINT PRIOR TO INSTLLTION. THE PINT SHLL BE PPLIED S IT IS RECEIVED FROM THE MNUFCTURER WITHOUT THE DDITION OF THINNER :5 PM c:\civil\active\ \design\drawing\isd11-516b-006-det.dwg B SECTION

HYDRANT & GATE VALVE INSTALLATION

HYDRANT & GATE VALVE INSTALLATION HYDRNT FLG TO BE INSTLLED ON THE NOZZLE SECTION 5' TYPICL (3' MINIMUM) HYDRNT, CLOW MEDLLION 1.0' HYDRNT STEMER KIT - 4.5" NH - 5" STORZ METL FCE DPTER WITH STORZ CP. IF OPTIONL LOCKING CP IS DESIRED,