OAKVILLE POWER BOAT CLUB

XISTING PIL SUPPORTD TIMBR DOCK AND DCKS TO B RMOVD BURLOAK CANO CLUB XISTING DOCKS TO B RMOVD (TYP) PROPRTY BOUNDARY XISTING STORM WATR OUTLT.. All dimensions in millimeters. All elevations in meters, GSC. 3. Topographic survey completed May 3, 6 by J. H. Gelbloom data collected by Shore ngineering Apr, 7. 4. Construction access and staging. nclose all work areas with as per OPSD-9.6 and 9.6. 6. See Sheet for general 7. The Contractor shall read detailed 8. No in-water work shall be carried out between Sept. st and June 3th, unless otherwise permitted 9. All equipment shall be refueled at least 3 meters from the lake.. Any operation that creates dust,. All trees within work area to be standard. See Sheet TP to TP3 for Tree. Design dredge elevation adjacent to basin walls is.m and shoreline is.m. Design live pier is KPa and 4.8KPa along 3. All loose riprap and debris from PARKING LOT XISTING ROCK SLOP MARINA BASIN PROPRTY BOUNDARY 7//4 Issued for Construction, Phase Only OAKVILL POWR BOAT CLUB XISTING TIMBR RTAINING WALL TO B RMOVD AFTR INSTALLATION OF NW WALL, S NOT 3 XISTING DOCKS TO B RMOVD (TYP) XISTING FLOATING DOCKS TO B RLOCATD AS DIRCTD BY TOWN 4 7//4 Issued for Construction 3 7//3 CH & MNRF Comments 7/7/ Issued for Approval Only 7/7/7 RMOV XISTING GABION BASKT AND ROCK FILL, S NOT 3 Drawing Location: S:\Shore Project Files\Files 3-399\6-38 Oakville Power Boat Club Seawall Rehabilitation\Drawings\6-38 r.dwg :4 PHAS XISTING TRS TO B RMOVD. S NOT S I X T N M I L C R K XISTING PIL SUPPORTD DOCKS AND DCKS TO B RMOVD XZ Z88 XISTING TIMBR DCK, NOT TO B DISTURBD GAS DOCK BUILDING XISTING GAS DOCK TO B RMOVD GAS PUMP,NOT TO B DISTURBD PARKING LOT XISTING PIL SUPPORTD DOCKS TO B RMOVD PHAS XISTING SHORLIN (MAY 3 6) APPROXIMAT LOCATION OF XISTING BRIDG ABUTMNT XISTING SSP WALL XISTING TIMBR RTAINING WALL AND GABION BASKTS TO B RMOVD AFTR INSTALLATION OF NW WALL, S NOT 3 SIT PLAN OAKVILL POWR BOAT CLUB SAWALL RHABILITATION XISTING SIT PLAN AND RMOVALS of Issue Project 6-38 Sheet of 7

.. 3. ROSION AND SDIMNT CONTROL NOTS 4.. rosion control measures will be installed, maintained while construction activities occur. Measures may only be removed after final stabilization of the site has occurred.. Sediment tracked onto offsite streets will be removed weekly or as needed. 3.. engineer. 4. All catch basins within the work area are to be protected with sediment sock.. 6. events or as identified during site inspections. 6. Modifications to the SC Plan must be approved by engineer. 7. These s are subject to change with all changes agreed up by the engineer and the appropriate agency. 7. 8. MUD MAT S DTAIL D7 L 9. S. S. S AC TRU C C SS TIO N K BURID ANCHOR WALL (TYP.). TI RODS (TYP.) CO N S9 S S STL SHT PIL WALL 3. C. XISTING STORM WATR OUTLT. RLOCAT XISTING PIP THROUGH RVTMNT All dimensions in millimeters All elevations in meters, GSC. Topographic survey completed May 3, 6 by J. H. Gelbloom data collected by Shore ngineering Apr, 7. Construction access and staging nclose all work areas with as per OPSD-9.6 and 9.6. See Sheet for general The Contractor shall read detailed No in-water work shall be carried out between Sept. st and June 3th, unless otherwise permitted All equipment shall be refueled at least 3 meters from the lake. Any operation that creates dust, All trees within work area to be standard. See Sheet TP to TP3 for Tree Design dredge elevation adjacent to basin walls is.m and shoreline is.m. Design live pier is KPa and 4.8KPa along All loose riprap and debris from RAMP STAGING ARA. BOULDR BRM J FAST FNC OR APPROVD QUAL S8 B SILT BARRIR AS PR OPSS 9. TO B INSTALLD UPON COMPLTION AND RMOVD WHN VGTATION HAS R-STABLISHD PROPRTY LIN xisting levations Proposed levations BACK OF RDI-ROCK WALL (ALONG PROPRTY LIN) D CRST OF RVTMNT TO OF RVTMNT PHAS. 3.m RDI-ROCK WALL STL SHT PIL WALL. Control Point S S S3 S4 S S6 S7 S8 S9 S S Northing (m) asting (m) 48986. 484.9 489. 489.4 48934.9 489.9 489.84 48.7 483.9 4837.3 484.6 699. 67. 64.88 643.63 67. 687. 6.39 643. 64.3 649.38 64.9 Issued for Construction, Phase Only 4 7//4 Issued for Construction 3 7//3 CH & MNRF Comments 7/7/ Issued for Approval Only 7/7/7 S3 S4 BURID ANCHOR WALL 6 7.. F TURBIDITY CURTAIN S NOT XISTING SSP WALL S6. SI 4.6m 7.9m XT S7 7.6m S G N OAKVILL POWR BOAT CLUB SAWALL RHABILITATION H M IL XZ Z 88 C R K SIT PLAN SHOR WALL LAYOUT of Issue PHAS :4 A I Drawing Location: S:\Shore Project Files\Files 3-399\6-38 Oakville Power Boat Club Seawall Rehabilitation\Drawings\6-38 r.dwg TURBIDITY CURTAIN S NOT PH AS 7//4 G BURID ANCHOR WALL TIMBR DCK PROPOSD m CONTOUR SIT PLAN Project Sheet 6-38 of 7

8 8 8 PROPRTY LIN GRANULAR "A" COMPACTD TO 98% S.P.D. 9mm CLAR STON BDDING RDI ROCK WALL WITH CAP S DTAIL D 8 PROPOSD DOCK RMOV XISTING STON FILLD TIMBR CRIB AND GABION BASKTS AS RQUIRD AFTR INSTALLATION OF SSP WALL RMOV XISTING STON FILLD TIMBR CRIB AND GABION BASKTS AS RQUIRD AFTR INSTALLATION OF SSP WALL mm GRANULAR "A" COMPACTD TO 98% S.P.D. COMPACTD TO 98% S.P.D. Z88 STL SHT PIL WALL, S DTAILD SCTION D.8m.. 3. PROPOSD DOCK PROPOSD FLOATING DOCK. 7. % MIN.. 4. 7. 7. (A.W.L.) 7. (A.W.L.) % MIN.. 7. 7. (A.W.L.) 7 7 7 7. m. DRDG LIN S NOT GOTXTIL TRRAFIX 6R OR APPROVD QUAL. m A : 6.. DRDG LIN (S NOT ) GOTXTIL, TRRAFIX R OR APPROVD QUAL. DRDG LIN (S NOT ) 9 mm CLAR STON MIN. 3mm AROUND ANCHOR RODS GOTXTIL, TRRAFIX 6R OR APPROVD QUAL 7. Z88 STL SHT PIL WALL, S DTAILD SCTION D : 8. 8 8 8 XISTING GRAD PROPRTY LIN mm GRANULAR "A" COMPACTD TO 98% S.P.D. COMPACTD TO 98% S.P.D. 8 Z88 STL SHT PIL WALL 9.. XISTING GRAD RDI-ROCK WALL WITH CAP S DTAIL D GRANULAR "A" COMPACTD TO 98% S.P.D. 7..m MIN. PROPOSD FLOATING DOCK. 9mm CLAR STON BDDING % MIN... 7. 7. (A.W.L.) 7 APPROXIMAT OUTLIN OF XISTING PIR TO B RMOVD 7. 7. (A.W.L.) 7 7 7. RMOV XISTING STON FILLD GABION BASKTS AND STON FILL AS RQUIRD AFTR STL SHT PIL WALL IS CONSTRUCTD. m B : 9mm CLAR STON MIN. 3mm AROUND ANCHOR RODS.. DRDG LIN (S NOT ) GOTXTIL TRRAFIX R OR APPROVD QUAL ANCHOR WALL (TYP.) S DTAILS 3. F : 8. ANCHOR ROD. DRDG LIN (S NOT ) All dimensions in millimeters All elevations in meters, GSC. Topographic survey completed May 3, 6 by J. H. Gelbloom data collected by Shore ngineering Apr, 7. Construction access and staging nclose all work areas with as per OPSD-9.6 and 9.6. See Sheet for general The Contractor shall read detailed No in-water work shall be carried out between Sept. st and June 3th, unless otherwise permitted All equipment shall be refueled at least 3 meters from the lake. Any operation that creates dust, All trees within work area to be standard. See Sheet TP to TP3 for Tree Design dredge elevation adjacent to basin walls is.m and shoreline is.m. Design live pier is KPa and 4.8KPa along All loose riprap and debris from 8 mm GRANULAR "A" COMPACTD TO 98% S.P.D. XISTING GRAD COMPACTD TO 98% S.P.D. 9mm CLAR STON MIN. 3mm AROUND ROD mm TOP SOIL AND SD. COMPACTD TO 98% S.P.D. 8 8 PROPOSD DOCK 7. 7. 7 XISTING DOCK WALL XISTING GRAD 7. (A.W.L.) 7.7 % MIN. 7. 7//4 Issued for Construction, Phase Only 4 7//4 Issued for Construction 3 7//3 CH & MNRF Comments 7/7/ Issued for Approval Only 7/7/7 7. (A.W.L.) 7 7.. DRDG LIN (S NOT ) COMPACTD TO 98% S.P.D. XISTING DOCK WALL TO B RMOVD. m GOTXTIL TRRAFIX R OR APPROVD QUAL Z88 STL SHT PIL WALL, S DTAILD SCTION D3.m MIN. mm GRANULAR "A" COMPACTD TO 98% S.P.D. 7... GOTXTIL, TRRAFIX 6R OR APPROVD QUAL 64.. DRDG LIN (S NOT ) C : ANCHOR WALL (TYP.) S DTAILS 9mm CLAR STON MIN. 3mm AROUND ANCHOR RODS Drawing Location: S:\Shore Project Files\Files 3-399\6-38 Oakville Power Boat Club Seawall Rehabilitation\Drawings\6-38 r.dwg 8 8 mm GRANULAR "A" COMPACTD TO 98% S.P.D. COMPACTD TO 98% S.P.D. : G XISTING GRAD 9mm CLAR STON MIN. 3mm AROUND ROD % MIN. COMPACTD TO 98% S.P.D.. 7. 7. 7. (A.W.L.). RMOV XISTING STON FILLD TIMBR WALL AS RQUIRD AFTR SSP WALL IS CONSTRUCTD, NSUR ALL DBRIS IS RMOVD FROM CRK XCAVATD ARA m : SCTIONS - PHAS. DRDG LIN (S NOT ) GOTXTIL TRRAFIX R OR APPROVD QUAL 63. OAKVILL POWR BOAT CLUB SAWALL RHABILITATION Z88 STL SHT PIL WALL ANCHOR WALL (TYP.) S DTAILS 7. mm TOP SOIL AND SD 7 GOTXTIL, TRRAFIX 6R OR APPROVD QUAL D of Issue Project Sheet 6-38 3 of 7

7 7 : 8 8 GOTXTIL 9mm Ø CLAR STON WAL 4.m GOTXTIL. XISTING GRAD (VARIS) XISTING GRAD RDI-ROCK WALL. TIMBR DCK S DTAILS D-D4 7. 7. GRANULAR "A" COMPACTD TO 98% S.P.D. mm TOP SOIL AND SD. FUTUR DRDG LIN S NOT TIMBR DCK S DTAILS D-D4 GRANULAR "A" COMPACTD TO 98% S.P.D. TI RODS 9mm Ø CLAR STON MIN. 3mm AROUND RODS Z88 STL SHT PIL WALL XZ STL SHT PIL WALL S DTAILD SCTION D4 FLOATING DOCK TIMBR FISH HABITAT, S DTAIL D7 7. (A.W.L.) H 7 7 7 7 : 9mm Ø CLAR STON MIN. 3mm AROUND RODS TI ROD WAL mm TOP SOIL AND SD XISTING GRAD RDI-ROCK WALL TIMBR DCK S DTAILS D-D4. XZ STL SHT PIL WALL 7. TIMBR FISH HABITAT, S DTAIL D7 GRANULAR 'A' COMPACTD TO 98% SPD. FUTUR DRDG LIN S NOT GOTXTIL 9mm Ø CLAR STON WAL 64. XISTING STAIRS TIMBR DCK S DTAILS D-D4 GRANULAR "A" COMPACTD TO 98% SPD. XZ STL SHT PIL WALL 7. 7. (A.W.L.). FUTUR DRDG LIN S NOT 7. (A.W.L.) K 7 7. All dimensions in millimeters. All elevations in meters, GSC. 3. Topographic survey completed May 3, 6 by J. H. Gelbloom data collected by Shore ngineering Apr, 7. 4. Construction access and staging. nclose all work areas with as per OPSD-9.6 and 9.6. 6. See Sheet for general 7. The Contractor shall read detailed 8. No in-water work shall be carried out between Sept. st and June 3th, unless otherwise permitted 9. All equipment shall be refueled at least 3 meters from the lake.. Any operation that creates dust,. All trees within work area to be standard. See Sheet TP to TP3 for Tree. Design dredge elevation adjacent to basin walls is.m and shoreline is.m. Design live pier is KPa and 4.8KPa along 3. All loose riprap and debris from : 64. MIN. I : L 7//4 Issued for Construction, Phase Only 4 7//4 Issued for Construction 3 7//3 CH & MNRF Comments 7/7/ Issued for Approval Only 7/7/7 STL SHT PIL WALL 7. m M CLIP WLDD TO SSP WALL.7mm CHAIN Drawing Location: S:\Shore Project Files\Files 3-399\6-38 Oakville Power Boat Club Seawall Rehabilitation\Drawings\6-38 r.dwg 7 : GOTXTIL 9mm Ø CLAR STON. XISTING GRAD mm TOP SOIL AND SD GRANULAR "A" COMPACTD TO 98% SPD RDI-ROCK WALL S DTAIL TIMBR DCK S DTAILS D-D4 XZ STL SHT PIL WALL 7. TIMBR FISH HABITAT, S DTAIL D7. FUTUR DRDG LIN S NOT 64. 7. (A.W.L.) J 7 M CLIP WLDD TO CHANNL Cx3 89 X 89 mm TIMBR (UNTRATD DOUGLAS FIR). m D7 8 TYP..m TIMBR FISH HABITAT FATUR :.7m TYP. M CLIP (TYP.) 8 TYP. 3m 89 X 89 TIMBR CX3 M4 BOLT WITH DOUBL NUT AND WASHR SSP.m.3m.97m.3m CX3 TIMBR.36m M4 BOLT WITH DOUBL NUT AND WASHR OAKVILL POWR BOAT CLUB SAWALL RHABILITATION SCTIONS - PHAS of Issue Project 6-38 Sheet 4 of 7

3.m PIL DRIVING LIN mm GRANULAR "A" COMPATD TO 98% S.P.D. ± 7x7xmm MIN. THICKNSS BVLD PLAT #4 DYWIDAG GRAD 7 TI AND ROD 9mm CLAR STON.m 3 MIN. COMPACTD TO 98% S.P.D. 7.± 3 MIN. COMPACTD TO 98% S.P.D..7. m MIN. % MIN. MIN. 7.. mm TOP SOIL AND SD XISTING GRAD.m APPROXIMAT LOCATION OF SANITARY SWR LIN.m 7.m - Cx3 WAL PIL DRIVING LIN #4 DYWIDAG, GRAD 7 TI ROD AND NUT CMRM Z88 SSP OR APPROVD QUAL GOTXTIL, TRRAFIX R OR APPROVD QUAL 7x7xmm MIN. THICKNSS BVLD PLAT DRAIN HOL AT VRY IN-PAN BTWN TI RODS, S DTAIL D8 GOTXTIL, TRRAFIX R OR APPROVD QUAL 7.m (A.W.L.) D 9.6m± DTAILD SCTION C : GRANULAR PAVMNT TIMBR DCKING S DTAIL D3 ± - Cx3 WAL 9mm CLAR STON DRAIN HOL @ VRY SCOND INPAN, S DTAIL D8 CMRM XZ SSP OR APPROVD QUAL; SHT TO B DRIVN WITH A BATTR TOWARDS SHOR OF. DGRS mm GRANULAR "A" COMPACTD TO 98% S.P.D COMPACTD TO 98% S.P.D 3 MIN. 3 MIN..m. 7.. 64. 7.m 7x7xmm MIN. THICKNSS PLAT #4 DYWIDAG, GRAD 7 TI ROD AND NUT - Cx3 WAL CMRM Z88 SSP OR OTHR APPROVD QUAL 9mm CLAR STON MIN 3mm AROUND TI ROD DRAIN HOL AT VRY IN-PAN BTWN ANCHORS, S DTAIL XX SHT D8. DRDG LIN.m PIL DRIVING LIN STANDARD CMRM "JZ" SRIS PIL CAP.m GRANULAR "A" COMPACTD TO 98% SPD GOTXTIL, TRRAFIX R OR APPROVD QUAL TIMBR FISH HABITAT S DTAIL D7 SPCIFICATIONS: SURFAC TRATMNT BY OTHRS mm GRANULAR "A" COMPACTD TO 98% S.P.D STANDARD CMRM "Z" SRIS PIL CAP 7x7xmm THICK PLAT #4 DYWIDAG GRAD 7 TI AND ROD 7.m 7.m (A.W.L.) 9mm CLAR STON MIN. 3mm AROUND TI ROD GOTXTIL, TRRAFIX R OR APPROVD QUAL.m % MIN. COMPACTD TO 98% S.P.D. D % MIN. DTAILD SCTION :.m.m 7.m #4 DYWIDAG, GRAD 7 TI ROD AND NUT - Cx3 WAL STANDARD CMRM "Z" SRIS PIL CAP GOTXTIL, TRRAFIX R OR APPROVD QUAL 7.m (A.W.L.) 7x7xmm THICK PLAT CMRM Z88 SSP OR OTHR APPROVD QUAL DRAIN HOL AT VRY IN-PAN BTWN TI RODS, S DTAIL D8. Work includes preparation of the access to the site, demolition and/or removal of items indicated on the contract drawing or required to complete the specified work, tree and brush removal required to complete the work, removal of existing timber structures, gabion baskets, gabion stone and miscellaneous other site preparation tasks required to complete the specified works, disposal of the derived or excess material in a legal manner, and the restoration of the sites and access routes to existing or better nsure stone fill and debris is removed from creek bottom. rect any silt curtains or fences as required by conditions of approvals and comply with any and all conditions outlined on permits. Turbidity curtain as per OPSD 9.6 and 9.6.. Granular A as per OPSS. 9mm Clear Stone as per OPSS 4, Type. General fill material shall be clean native or imported soil material suitable for compaction. All fill material shall be compacted to minimum 9% S.P.D. All fill material to be rough graded and matched to existing grades to the satisfaction of the owner. Maintain positive drainage towards the seawall. 3. The filter fabric material (geotextile) shall be non-woven pervious, inert and durable. The material shall be Terrafix R or approved equal. Individual filter fabric sheets shall reach from the top of the revetment to the toe. Provide a minimum of mm overlap width in the across the slope direction when placing a new section of filter fabric adjacent to a previously placed section. Repair any damaged filter fabric by placing second layer, overlaying the damaged area by not less then mm in all directions beyond the damaged area. 4. Boulder shall be hard, dense, round stone, free from seams, cracks or other structural defects with relative density.7, +/-.. Boulder material shall be rock, ranging in size from 3 to 6 mm. Minimum % of the total volume shall contain stone of individual size greater than 4 mm and not more than % of volume shall contain stone less than 3 mm in size. Specified dimensions represent the smallest dimension of individual rock pieces. In case of a dispute regarding the size of material the contractor shall provide scientific proof of size at his expense. Place riprap to lines and grades indicated on the contract drawings.. All dimensions in millimeters. All elevations in meters, GSC. 3. Topographic survey completed May 3, 6 by J. H. Gelbloom data collected by Shore ngineering Apr, 7. 4. Construction access and staging. nclose all work areas with as per OPSD-9.6 and 9.6. 6. See Sheet for general 7. The Contractor shall read detailed 8. No in-water work shall be carried out between Sept. st and June 3th, unless otherwise permitted 9. All equipment shall be refueled at least 3 meters from the lake.. Any operation that creates dust,. All trees within work area to be standard. See Sheet TP to TP3 for Tree. Design dredge elevation adjacent to basin walls is.m and shoreline is.m. Design live pier is KPa and 4.8KPa along 3. All loose riprap and debris from 7//4 Issued for Construction, Phase Only 4 7//4 Issued for Construction 3 7//3 CH & MNRF Comments 7/7/ Issued for Approval Only 7/7/7 GOTXTIL, TRRAFIX R OR APPROVD QUAL CMRM Z88 SSP OR APPROVD QUAL. All steel bars, plates and shapes shall be new, free from rust and meet the requirements of CSA G4./G4. M3 W. unless otherwise specified. All bolts, nuts and washers shall meet the requirements of ASTM A3. All welds, welding equipment, procedures etc. shall conform to CSA W9-3. Welding shall only be undertaken by a company approved by the Canadian Welding Bureau to the requirements of CSA W47., Division or, Certification for companies for Fusion Welding of Steel Structures. Use electrode W4XX. Welding of steel reinforcement bar shall conform to CSA W86-M99 (R). Steel sheet pile wall sections shall be as shown on sections and details, or approved equal. Type of steel shall be CSA G4./G4. (Grade 7). All Hot Dipped Galvanized (HDG) steel to be treated in accordance with CSA G64. D3 DTAILD SCTION G : 6. RediRock 8" and 4" wall systems to be installed according to manufacturer's specifications. 7. All timber to be treated with MCA PT SYP (Micro Copper Azole Pressure Treated Southern Yellow Pine). Timber to be treated appropriately for full ground exposure, unless otherwise noted. Timber for fish habitat to be untreated Douglas fur. Drawing Location: S:\Shore Project Files\Files 3-399\6-38 Oakville Power Boat Club Seawall Rehabilitation\Drawings\6-38 r.dwg D4 64. DTAILD SCTION I - CANTILVR WALL : 8. Seed mix to be approved by Conservation Halton and shall include the following: % Wild Blue Flag (Iris versicolor), % Purple Stemmed Aster (Aster puniceus), % Spotten Joe-Pye-Weed (upatorium maculatum) or Boneset (upatorium perfoliatum), % Green Headed Coneflower (Rudbeckia lacinata), % Tall Meadow Rue (Thalictrum pubescens), % Swamp Milkweed (Asclepias incarnata), 6% Virginia Wild Rye (lymus virginicus), % Blue Vervain (Verbena hastata). Minimum mm of top soil shall be applied to restored area. Any ting and seeding work will be monitored for health and germination for the duration of the warranty ( years). Contractor will be responsible to replace any t material as required by the warranty. 9. nvironmental Protections: rosion and Sediment Control and wildlife exclusion fencing should be installed and in good condition prior to works commencing. If large mobile animals enter the work area, stop work and allow the animal to leave the area on its own free of harassment. In the event that a smaller less mobile species enters the work area, a qualified individual (e.g. environmental monitor) should remove the animal. Should a listed Species at Risk be encountered, the MNRF should be consulted before proceeding. As a good general practice, handling protocols for all species should follow those outlined in the MNRF's Ontario Species at Risk Handling Manual: For ndangered Species Act Authorization Holders.. Installation of steel sheet pile wall in Phase to be done from marine t. All other work to be completed from shore. OAKVILL POWR BOAT CLUB SAWALL RHABILITATION DTAILD SCTIONS of Issue Project 6-38 Sheet of 7

7 Z88 STL SHT PIL -mm Ø DRAIN HOLS @ 4 O.C. 7 x SPACRS @ mm O.C. x PLAT MIN. mm THICK BVLLD AS RQUIRD (S SCTIONS) 7.m TYP. 3 TYP. 4 TYP. 3 TYP. mm PLAT TOP AND BOTTOM 6-M6 BOLTS ACH SID CX3 WAL TYP. M4 BOLT NUT & PLAT D STL SHT PIL, SCTION VARIS, S DTAILS GOTXTIL, TRRAFIX R OR APPROVD QUAL xxmm LONG SPACR BAR, TOP & BOTTOM xxmm STL PLAT mmø DRILLD HOL #4 DYWIDAG, GRAD 7, TI ROD AND NUT, S SIT PLANS FOR ANCHOR LAYOUT NOT: CORNR PLATS TO B INSTALLD AT VRY CORNR. TYPICAL CORNR PLAT DTAIL : 6 6 4-M6 STL BOLTS AND NUTS PR SID #4 DYWIDAG, GRAD 7, TI ROD AND NUT 63 mm PLAT D9 VARIS S SIT - mm Ø DRAIN HOLS @ 4mm O.C. 4 3 TYPICAL WAL SPLIC SCAL : D6 NOT: TOP AND BOTTOM WAL SPLIC TO B STAGGRD.8m AND LOCATD 63mm FROM TI RODS. RDI-ROCK WALL GOTXTIL 6 6 TYPICAL STL SHT PIL WALL LAYOUT : STL SHT PIL CMRM Z88 OR APPROVD QUAL -Cx3 (TOP AND BOTTOM) mm THICK SPACRS @ mm O.C. 4 MAX. 4-M6 BOLTS ON ACH SID OF M4 BOLT mm FROM M4 BOLT xx PLAT M4 BOLT AT VRY IN-PAN BTWN ANCHORS D Z88 STL SHT PIL TYP. M4 BOLT AND NUT xx PLAT TYP. TYPICAL WAL ATTACHMNT : 7.m WAL -Cx3 STL SHT PIL WALL S SCTIONS FOR TYP D7 D TYPICAL TMPORARY GRAVL CONSTRUCTION NTRAC (MUD MAT) Not to VARIS 4mm ( 8 ") STBACK. m TYPICAL RDI-ROCK WALL LAYOUT WITH CAP : 4-SIDD 6" CAP BLOCK GARDN CORNR BLOCK 4" MIDDL BLOCK 4" BAS BLOCK CRUSHD STON LVLING PAD.m. All dimensions in millimeters. All elevations in meters, GSC. 3. Topographic survey completed May 3, 6 by J. H. Gelbloom data collected by Shore ngineering Apr, 7. 4. Construction access and staging. nclose all work areas with as per OPSD-9.6 and 9.6. 6. See Sheet for general 7. The Contractor shall read detailed 8. No in-water work shall be carried out between Sept. st and June 3th, unless otherwise permitted 9. All equipment shall be refueled at least 3 meters from the lake.. Any operation that creates dust,. All trees within work area to be standard. See Sheet TP to TP3 for Tree. Design dredge elevation adjacent to basin walls is.m and shoreline is.m. Design live pier is KPa and 4.8KPa along 3. All loose riprap and debris from D8 XTND GOTXTIL OVR DRAIN HOL TYPICAL SSP DRAIN HOL : 38 X 4 P.T. TIMBR DCKING 38X84 @ 3mm O.C. 4x4 P.T. TIMBR SUPPORT -X3 WAL #4 DYWIDAG, GRAD 7, ANCHOR ROD AND NUT (TYP.) GRANULAR "A" COMPACTD TO 98% S.P.D. (MIN. ) 3.m MIN. D TIMBR DCK SCTION SID VIW : 7//4 Issued for Construction, Phase Only RDI-ROCK WALL 7.7m± 3.m± 4 7//4 Issued for Construction 3 7//3 CH & MNRF Comments 7/7/ Issued for Approval Only -X3 WAL 7/7/7 ANCHOR WALL, CMRM Z88 OR APPROVD QUAL #4 DYWIDAG ROD 38X84 P.T. TIMBR @3 O.C.C JOIST Z88 STL SHT PIL DCKING NOT SHOWN FOR CLARITY 4 6 min D PIR ANCHOR ROD LAYOUT : CORNR PLAT, S DTAIL D, SHT 4 STL SHT PIL CMRM Z88 OR APPROVD QUAL Drawing Location: S:\Shore Project Files\Files 3-399\6-38 Oakville Power Boat Club Seawall Rehabilitation\Drawings\6-38 r.dwg D3 TIMBR DCK PLAN VIW : 38X84 @ 3mm O.C., US ' (6.m) LONG STOCK, JOISTS TO B LAID OUT IN STAGGRD PATTRN, S LAYOUT FOR DTAIL, MIN. OVRLAP OF TWO JOISTS IN LIN TO B 6 4X4 SUPPORT GRANULAR BD COMPACTD TO 98% 34 S.P.D. 4 6 SSP CAP JOIST OVRLAP (MIN. 6) TYP. 38 X 4 P.T. TIMBR DCKING 3 3 4X4 SUPPORT GRANULAR BD COMPACTD TO 98% 34 S.P.D. 4 D4 TIMBR DCK SCTION FRONT VIW : 4X4 SUPPORT GRANULAR BD COMPACTD TO 98% 34 S.P.D. 4 4X4 SUPPORT GRANULAR BD COMPACTD TO 98% 34 S.P.D. 4 STANDARD CMRM "Z" SRIS PIL CAP M4 WAL BOLT AND xx mm THICK BAS PLAT (TYP.) #4 DYWIDAG, GRAD 7, TI ROD AND NUT WAL -X3 D6 LVATION VIW : STL SHT PIL WALL, CMRM Z88 OR APPROVD QUAL #4 DYWIDAG, GRAD 7, TI ROD AND NUT (TYP.) LOWR WAL -X3 PIR ND WALL, S DTAILD SCTION D.7m.m 7.m m.m DATUM OAKVILL POWR BOAT CLUB SAWALL RHABILITATION DTAILS of Issue Project 6-38 Sheet 6 of 7

L TRAFA KRR ST. D. GAR R TOWN OF MIL N SIT ARA SIX T CRK RBCCA ST. LAKSHOR RD. W. S WO TOR BU OD Y ILD FR ING AM NO. 6 TANNRY PARK WATR STRT GRA VL PAT H CONSTRUCTION ACCSS, PR SHORPLAN NG. DWG. 6-38 STL TANK OUTLIN OF DOCKS TO B RMOVD TI ROADS, PR SHORPLAN NG. DWG. 6-38 TURBIDITY CURTAIN, PR SHORPLAN NG. DWG. 6-38 STL SHT PIL WALL XISTING SHORLIN (MAY 3 6) S LO TOR Y CL G UB HO US WOOD FRAM SHD BURID ANCHOR WALL, PR SHORPLAN NG. DWG. 6-38. STL SHT PIL WALL. FAST FNC, RFR TO SHORPLAN DWG. 6-38 LAKSID PARK FAST FNC, RFR TO SHORPLAN DWG. 6-38. OAKVILL RBCCA STRT (BRIDG OVRHAD) MUD MAT, PR SHORPLAN NG. DWG. 6-38 RANDALL ST. PA TIO OUTLIN OF DOCKS TO B RMOVD.. AS (X PHA IST LT P ING AR KI ) XISTING SHORLIN (MAY 3 6) NG. LO SILT BARRIR, PR SHORPLAN NG. DWG. 6-38 TO OF RVTMNT, PR SHORPLAN NG. DWG. 6-38 FAST FNC, RFR TO SHORPLAN DWG. 6-38 T TURBIDITY CURTAIN, PR SHORPLAN NG. DWG. 6-38. SI XT N BURID ANCHOR WALL, PR SHORPLAN NG. DWG. 6-38 K 3 Centurian Drive, Suite, Markham, Ontario L3R 8B8 Telephone 9-47-88 Fax 9-47-93 info@cgla.ca RDI-ROCK WALL. TIMBR DCK STL SHT PIL WALL TURBIDITY CURTAIN.. FUL DOCK. CR IL OUTLIN OF XISTING DOCKS TO B RMOVD M FU S L BU RVIC ILD ING TP

3 Centurian Drive, Suite, Markham, Ontario L3R 8B8 Telephone 9-47-88 Fax 9-47-93 info@cgla.ca TP

3 Centurian Drive, Suite, Markham, Ontario L3R 8B8 Telephone 9-47-88 Fax 9-47-93 info@cgla.ca TP3