PARKING LOT SUBGRADE AND PAVING 1. BASE LAYER SHALL BE MINIMUM 150MM THICK OF COMPACTED 19MM MINUS CRUSHED STONE

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1 C:\Users\Misa Endrigo\Dropbox (Skyline Engineering)\Projects\006.0 Village Of Charlotte Boat Launch\Structural Drawings\DWG\CURRENT\0-0-05\0--05_006.0 Boat Launch.dwg October, 05 :3:40 AM LIST OF DRAWINGS S. GENERAL NOTES S.0 OVERALL PLAN S. PARKING LAYOUT S. RAMP LAYOUT S.3 PARKING LAYOUT GRADE LINE / / 3 S.4 PARKING LAYOUT GRADE LINE 4 / 5 S3.0 BREAKWATER LAYOUT S3. BREAKWATER SECTION / DETAILS S4.0 PRE-CAST RAMP PLAN / SECTIONS S4. PRE-CAST RAMP SECTIONS / DETAILS S5.0 DOCK STRUCTURE SECTION / DETAILS S5. DOCK STRUCTURE SECTION / DETAILS GENERAL NOTES. THE DESIGN INDICATED ON THE THESE DRAWING HAVE BEEN DESIGNED IN GENERAL ACCORDANCE WITH THE BRITISH COLUMBIA BUILDING CODE 0.. REFER TO MUNICIPAL STANDARDS AND DOCUMENTATION FOR ADDITIONAL REQUIREMENTS. 3. SKYLINE ENGINEERING LTD. SHALL CONDUCT FIELD REVIEW IN ACCORDANCE WITH THE LETTERS OF ASSURANCE. PLEASE CONTACT SKYLINE ENGINEERING LTD. FOR FIELD REVIEW 4 HOURS BEFORE SUCH REVIEWS ARE REQUIRED. 4. ALL WORK BELOW THE TIDE LINE SHALL BE PERFORMED IN ACCORDANCE WITH DEPARTMENT OF FISHERIES AND OCEANS REGULATIONS ANCHORS. PROVIDE ANCHORS AT ALL DRILLED ANCHORS AND REINFORCING STEEL LOCATIONS.INDICATE ON STRUCTURAL DRAWINGS TO DEPTHS OF EMBEDMENT INDICATED.. ADHESIVE TO BE HILTI HIT-RE 500 INJECTION ADHESIVE UNLESS OTHERWISE NOTED ON DRAWINGS. 3. INSTALLATION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4. DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL U.N.O. 5. TRAIN ALL PERSONNEL INVOLVED IN INSTALLATION OF ANCHORS BY HILTI. INSTALLERS TO PROVIDE PROOF OF TRAINING UPON REQUEST. 6. INTENTIONALLY ROUGHEN THE INTERFACE BETWEEN POURS TO /4" AMPLITUDE. 7. ALTERNATIVE FASTENING SYSTEMS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW AND APPROVAL. PARKING LOT SUBGRADE AND PAVING. BASE LAYER SHALL BE MINIMUM 50MM THICK OF COMPACTED 9MM MINUS CRUSHED STONE COMPACTED TO 95% PROCTOR.. SUBBASE WERE REQUIRED FOR FILL SHALL BE COMPACTED 75MM MINUS COMPACTED TO 95% PROCTOR IN MAXIMUM 300MM LIFTS. 3. EXISTING SUBBASE SHALL BE FREE OF ORGANIC MATERIAL OR BURIED DEBRIS. IF EXISTING BASE IS NON COMPACTED FILL, THE EXTENT OF THE FILL SHALL BE REMOVED AND FILLED WITH ENGINEERED COMPACTED SUBBASE. 4. ASPHALT SHALL BE MINIMUM 75MM THICK WITH MIX DESIGN IN ACCORDANCE WITH HIGHWAY SPECIFICATIONS FOR THE REGION. 5. PROVIDE ASPHALT BUMP STOPS AND WATER CONTROL BARS AS REQUIRED AT PERIMETER OF PARKING AREAS. PRECAST RAMP PANEL GENERAL NOTES. SHALL BE MIXED IN ACCORDANCE WITH CSA A3 STANDARDS AND SHALL HAVE SHALL HAVE THE FOLLOWING PROPERTIES COMPRESSIVE STRENGTH = 30MPA MIN. AGGREGATE = 3/4" MAX AGGREGATE SIZE AIR ENTRAINMENT = +/- 5% SLUMP = 75MM TO 00MM CEMENT SHALL BE TYPE II WATER CEMENT RATIO SHALL NOT EXCEED 0.5. RECOMMENDED MIX RATIO IS :.6 :.9. PART CEMENT,.6 PARTS SAND,.9 PARTS COURSE AGGREGATE. ALTERNATE MIXES MAY BE USED BY THE CONTRACTOR IF MEETING THE REQUIREMENTS OF ABOVE. INITIAL TEST SAMPLE SHALL BE SENT FOR COMPRESSIVE RESISTANCE TESTING TO ENSURE MIX DESIGN ACHIEVES THE MINIMUM COMPRESSIVE STRENGTH. 3. CEMENT SHALL BE A PORTLAND CEMENT PRODUCT. AGGREGATES AND SAND SHALL BE CLEAN OF ORGANIC AND CLAY MATERIAL AND SHALL CONTAIN MINIMAL SULFATE OR SALT CONTENT. SHOP DRAWINGS 4. SHOP DRAWINGS SHALL BE SUPPLIED BY THE PRECAST MANUFACTURER TO THE ENGINEER OF RECORD FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING; LAYOUT AND DIMENSIONS OF PANELS LIFTING HARDWARE AND LOCATION REINFORCING CHAIRS REINFORCING LAYOUT SURFACE TRACTION PATTERN METHODS OR PROCEDURES FOR PLACING AND CURING NOT SPECIFIED IN THE GENERAL NOTES. PLACING AND FORMS 5. SHALL BE PLACED INTO FORMS WITH VIBRO CONSOLIDATION TO ENSURE PROPER CONSOLIDATION. WOOD FORMS SHALL BE COATED WITH A BIODEGRADABLE NON-PETROLEUM RELEASE AGENT. ALTERNATE NON POROUS FORMS SUCH AS STEEL OR PLASTIC COATED FORMS CAN BE USED. 6. FORM BASE SHALL BE SUPPORTED ON LEVEL GRADE CAPABLE OF SUPPORT OF THE WEIGHT OF THE WITHOUT SAG CURING AND FINISHING 7. PANELS SHALL BE WET CURED FOR A MINIMUM OF 7 DAYS. ALTERNATELY, PANELS MAY BE COMPLETELY WRAPPED IN POLY BARRIER SEALED TO KEEP SURFACE MOISTURE CONTAINED IN THE PANEL. 8. THE CONTRACTOR SHALL FABRICATE A SURFACE TROWEL WITH THE PROPER GROOVE PATTERN SHOWN ON THE STRUCTURAL DRAWINGS. THE TROWEL SHALL BE OF SUFFICIENT SIZE SUCH THAT THE FULL SURFACE PATTERN IMPRINT CAN BE PRODUCED WITHIN THE ALLOWABLE WORKING TIME OF THE. 9. SHALL NOT BE REMOVED FROM THE FORMS UNTIL REACHING 75% OF THE DESIGN STRENGTH. 0. THE FINISHED PANELS SHALL BE TRUE WITH A MAXIMUM OF /8" DIFFERENCE BETWEEN PANEL DIMENSIONS. HARDWARE. A MINIMUM OF PRECAST LIFTING LUGS SHALL BE INSTALLED IN EACH PANEL FOR LIFTING. THEY MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. LIFTING LUGS MUST HAVE A MINIMUM LIFT CAPACITY OF 0,000 LBS SIMILAR TO DAYTON T50 TILT-UP ANCHOR.. REINFORCING SHALL BE EPOXY COATED FROM FACTORY AND CUT TO LENGTH ON SITE. REBAR SHALL MEET CSA STANDARDS AND BE A MINIMUM GRADE 400R. 3. ALL REBAR SHALL BE CHAIRED IN FORMS TO PREVENT SETTLING AND DEFLECTION. 4. REINFORCING CHAIRS SHALL BE NON-METALLIC PLASTIC OR STAINLESS CHAIRS. USE OF OR BLOCK SUPPORTS WILL NOT BE ACCEPTED. CAST IN PLACE. SHALL BE MIXED IN ACCORDANCE WITH CSA A3 STANDARDS AND SHALL HAVE SHALL HAVE THE FOLLOWING PROPERTIES COMPRESSIVE STRENGTH = 5MPA MIN. AGGREGATE = 3/4" MAX AGGREGATE SIZE AIR ENTRAINMENT = +/- 5% SLUMP = 75MM TO 00MM CEMENT SHALL BE TYPE II WATER CEMENT RATIO SHALL NOT EXCEED 0.5. WALLS SHALL BE SMOOTH FORM FINISHED. 3. SLABS SHALL BE BROOM FINISH. PLACING 4. SLAB ON GRADE AND FOUNDATIONS SHALL BE PLACED ON A COMPACTED SUBSTRATE TO 95% PROCTOR CAPABLE OF 3000PSF BEARING RESISTANCE. PRECAST LOCK BLOCKS FABRICATION. PRECAST LOCK BLOCKS SHALL CONFORM TO THE STANDARD SIZE 750MM X 750MM X 500MM. INTERLOCKS SHALL BE FORMED INTO THE AND A MINIMUM OF 50MM DEEP. THEY MAY BE A TAPERED SQUARE OR CROSS PATTERN. THEY SHALL PROTRUDE AT TOP AND BE RECESSED AT THE BOTTOM OF THE BLOCK. THE INTERLOCKS MUST BE SPACED TO ALLOW STAGGERED STACK PATTERN. 3. ALL EDGES OF THE LOCK BLOCK SHALL HAVE A X CANT MINIMUM. SQUARE EDGE BLOCKS WILL NOT BE ACCEPTED. 4. SHALL BE 5MPA MINIMUM COMPRESSIVE STRENGTH USING TYPE CEMENT. MINIMUM AIR ENTRAINMENT EXPECTED BETWEEN 3% AND 5% 5. LOCK BLOCKS SHALL BE FORMED USING A SMOOTH SURFACE REUSABLE METAL OR FORMPLY FORMWORK. 6. BLOCKS WITH HONEY COMBING, SPALLING OR OTHER SURFACE DEFECTS LARGER THAN 5MM IN DIAMETER WILL BE REJECTED UNLESS NOT ON EXPOSED FACE. (IE, SURFACE DEFECT ON ONE FACE OR ENDS WILL BE ACCEPTABLE PROVIDED IT DOES NOT DEGRADE THE OVERALL STRENGTH OF THE BLOCK) 7. THE PRECAST CONTRACTOR SHALL PROVIDE STANDARD LIFTING HARDWARE CAPABLE OF SUPPORTING FULL WEIGHT OF BLOCK FROM A SINGLE MIDDLE POINT. IF A STEEL LIFTING STRAP IS UTILIZED, IT SHALL BE PROTECTED AGAINST RUST OR SHALL BE REMOVABLE AFTER INSTILLATION. 8. NO STEEL SHALL BE CAST WITHIN THE LOCK BLOCK UNLESS HOT DIPPED GALVANIZED. PLACING 9. LOCK BLOCKS SHALL BE PLACED ON A COMPACTED SUBSTRATE CAPABLE OF 3000PSF BEARING RESISTANCE. 0. THE SUBSTRATE SHALL BE LEVEL FOR STARTER COURSE OF BLOCKS.. LOCK BLOCKS SHALL BE PLACED IN A RUNNING BOND PATTERN WITH EACH VERTICAL STACK OF BLOCK OFFSET FROM THE SUPPORTING BLOCK BY A HALF BLOCK LENGTH. EACH LAYER SHALL BE TRUE AND LEVEL WITH AN ACCEPTABLE OUT OF PLANE HORIZONTAL TOLERANCE OF / IN 0 FEET, AND VERTICAL OUT OF PLANE TOLERANCE OF ¼ IN 0 FEET.. ALL LOCK BLOCKS SHALL BEAR FIRMLY ON BOTH SUPPORTING BLOCKS BELOW. REINFORCEMENT. REINFORCEMENT SHALL CONFORM TO CSA-G30.8R GRADE 400 MPa. (CSA-G30.8W FOR WELDED REINFORCING).. COVER TO REINFORCEMENT TO BE AS FOLLOWS (SEE DETAILS FOR ADDITIONAL REQ'S): a. BEAMS, COLUMNS -.5" b. SLABS, SLAB BANDS -.0" c. RETAINING WALLS (F-, F-) -.0" (INSIDE FACE),.5" (GROUND SIDE) d.retaining WALLS (C-) -.5" (INSIDE FACE),.5" (GROUND SIDE) e. CAST AGAINST EARTH - 3" 3. EMBEDMENT, DEVELOPMENT AND SPLICE LENGTHS TO BE IN ACCORDANCE WITH CSA-A PROVIDE TENSION SPLICE (CLASS "B" -.3 x BASIC DEVELOPMENT LENGTH) FOR ALL SPLICES U.N.O. 5. PROVIDE TENSION EMBEDMENT FOR ALL EMBEDMENTS U.N.O., EXCEPT COLUMN EMBEDMENTS ARE TO BE COMPRESSION EMBEDMENTS, U.N.O. 6. WALL REINFORCEMENT SHALL BE AS FOLLOWS, U.N.O.: a. 6" - 0M@8" VERTICAL - 0M@3" HORIZONTAL b. 8" - 0M@8" VERTICAL - 0M@3" HORIZONTAL c. 0" - 0M@0" VERT. E.F. STAG. - 0M@6" HORIZ. E.F. STAG. d." - 0M@8" VERT. E.F. STAG. - 0M@3" HORIZ. E.F. STAG. e. 4" - 0M@5" VERT. E.F. STAG. - 0M@5" HORIZ. E.F. STAG. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL OF THE CONSULTANT 7. WALL REINFORCEMENT SHALL BE CONTINUOUS (PROVIDE CLASS "A" SPLICES, TYP. U.N.O.) 8. ALL REINFORCING USED WITHIN THE TRAFFIC ZONE OF THE RAMP OR PARKING AREA SHALL BE EXPOXY COATED REINFORCING. 9. EPOXY COATED REINFORCING SHALL BE PROTECTED DURING TRANSPORTATION AND INSTILLATION TO PREVENT DAMAGE TO THE PROTECTIVE COATING. REPAIR ANY DAMAGED AREAS WITH AN EXPOXY ADHESIVE. DOCK STRUCTURE WOOD FRAMING. WOOD SHALL BE D-FIR NO. OR BETTER. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED WITH ACZA TREATMENT TO MEET THE CATAGORY DESIGNATION AS SPECIFIED BELOW: DECKING - 4B (.6LBS PER CU.FT) RAILINGS - 4B (.6LBS PER CU.FT) BEAMS - 5B (.5LBS PER CU.FT) PILINGS - 5B (.5LBS PER CU.FT) SUBMIT DOCUMENTATION TO ENGINEER OF RECORD FOR REVIEW PRIOR TO ORDERING MATERIAL. HARDWARE. ALL STEEL PLATE SHALL BE 300W MINIMUM.. ALL FABRICATED STEEL AND CONNECTING HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL BOLTS SHALL BE GRADE A36 (A307) MINIMUM HAVE 4. USE GALVANIZED HEAVY TIMBER WASHERS WHERE BOLTS BEAR DIRECTLY ON WOOD. ROCK FILL & ROCK PROTECTION. ARMOUR STONE AND UNDERLAYERS WERE DESIGNED IN ACCORDANCE WITH THE METHODS DESCRIBED IN THE COASTAL ENGINEERING MANUAL (006) PUBLISHED BY THE US ARMY CORP OF ENGINEERS. ARMOUR LAYER MASS (KG) % PASSING NOMINAL DIAMETER (mm) UNDERLAYER MASS (KG) % PASSING NOMINAL DIAMETER (mm) TRANSITION LAYER MASS (KG) % PASSING NOMINAL DIAMETER (mm) CORE IS TO BE QUARRY RUN / PROCESSED CORE MATERIALS. 75mm MINUS COMPACTED TO 95% PROCTOR BY TRACK MACHINE AND VIBRATORY EQUIPMENT IN 300mm LIFTS. (0 TON) 3. ARMOUR LAYER SHOULD BE MACHINE PLACED INTER LOCKING IN LAYERS MIN. (+/- 500mm THICK) 4. UNDER LAYER SHALL BE PLACED WITH HYDRAULIC EXCAVATOR IN - LAYERS (+/- 000mm THICK) 5. TRANSITION LAYER MINIMUM 400mm THICK TO ACT AS TRANSITION BETWEEN CORE MATERIAL AND UNDERLAYER 6. BASE OF ARMOUR LAYER SHALL BE EMBEDDED WITHIN EXISTING BEACH MATERIAL 7. ALL ROCK USED BELOW TIDE LINE SHALL BE TESTED AND CERTIFIED TO MEET DEPARTMENT OF FISHERIES AND OCEANS FOR CONTAMINATIONS AND CHEMICAL LEACHTE 8. REMOVE ALL SOFT CLAY BEACH MATERIAL OR ORGANIC MATERIAL BELOW BREAKWATER AND RAMP ISSUED FOR TENDER / CONSTRUCTION GENERAL NOTES # /0/05 S.

2 CD /-7.9M C:\Users\Misa Endrigo\Dropbox (Skyline Engineering)\Projects\006.0 Village Of Charlotte Boat Launch\Structural Drawings\DWG\CURRENT\0-0-05\0--05_006.0 Boat Launch.dwg October, 05 :4:39 AM FUTURE FLOATING BREAKWATER OVERALL PLAN S.0 SCALE = N.T.S /-7.8M ISSUED FOR TENDER / CONSTRUCTION OVERALL PLAN # /0/05 S.0

3 67 [0'-3"] 5.70 LANDSCAPE NO PARKING CURB 5 TRAILER SPOTS +/-7.9M LOCATION OF HWL 9000 [9'-6 4 "] NO PARKING 9 0 RELOCATE EXISTING POLE AND STAY WIRE OUT OF PARKING AREA TOE OF RIP RAP WALL NEW TOP OF SLOPE +/- 35 [06'-8 4 "] 7.00 DITCH GRADE TO MATCH EXISTING ROAD REGRADE GRAVEL AREA TO MATCH PARKING LOT C:\Users\Misa Endrigo\Dropbox (Skyline Engineering)\Projects\006.0 Village Of Charlotte Boat Launch\Structural Drawings\DWG\CURRENT\0-0-05\0--05_006.0 Boat Launch.dwg October, 05 :35:56 AM 5 S.4 HEADWALL S. 4 S.4 PARKING LAYOUT S. SCALE = : 5 GRADE 5 GRADE 4 REINSTATE AMBULANCE ACCESS HEADWALL RESHAPE EXISTING DITCH CURB EXISTING HWL /-7.8M 6098 [0'] R056 [R34'-6"] 759 [57' "] +/ [93' "] +/- 649 [54'- 4 "] +/ [5'-7 "] +/- 6.0% SLOPE R0500 [R34'-5 "] 3657 ['] TYP. NO PARKING GRADE TRAILER SPOTS 3657 ['] 6403 [53' "] 3657 ['] MIN ('-0") FLAT AT TOP S.3 4 S.4 5 S.4 3 CURB DETAIL S. SCALE = : PAVED SURFACE - 5M CONT. S. SCALE = : 0 SHALLOW CULVERT PROTECTION 400 CULVERT 0" 0" 6" MIN. CULVERT LAP R/W " E.W. ASPHALT SURFACE ISSUED FOR TENDER / CONSTRUCTION PARKING LAYOUT # /0/05 S.

4 LANDSCAPE CD 4.77 LOCATION OF HWL C:\Users\Misa Endrigo\Dropbox (Skyline Engineering)\Projects\006.0 Village Of Charlotte Boat Launch\Structural Drawings\DWG\CURRENT\0-0-05\0--05_006.0 Boat Launch.dwg October, 05 0:: AM RAMP LAYOUT S. SCALE = : 5 EXISTING HWL 3.43 S M +/- S3.0 EXISTING BREAK WATER LEASE BOUNDARY S6.0 MIN ('-0") FLAT AT TOP S ISSUED FOR TENDER / CONSTRUCTION RAMP LAYOUT # /0/05 S.

5 C:\Users\Misa Endrigo\Dropbox (Skyline Engineering)\Projects\006.0 Village Of Charlotte Boat Launch\Structural Drawings\DWG\CURRENT\0-0-05\0--05_006.0 Boat Launch.dwg October, 05 0:0:58 AM 0 GRADE LINE S.3 SCALE = : 50 GRADE LINE S.3 SCALE = : 50 3 GRADE LINE 3 S.3 SCALE = : 50 NEW SLOPE EXISTING CONTOUR END OF PAVING STRAIGHT GRADE FROM TOP OF RAMP TO ROAD NEW ARMOUR SLOPE GRADE CHANGES AT BASE HWL ISSUED FOR TENDER / CONSTRUCTION PARKING LAYOUT GRADE LINE / / 3 # /0/05 S.3

6 C:\Users\Misa Endrigo\Dropbox (Skyline Engineering)\Projects\006.0 Village Of Charlotte Boat Launch\Structural Drawings\DWG\CURRENT\0-0-05\0--05_006.0 Boat Launch.dwg October, 05 0:04:46 AM GRADE LINE 4 S.3 SCALE = : 50 GRADE LINE 5 S.3 SCALE = : 50 NEW PARKING SLOPE DIST. (METERS) EXISTING BEACH SLOPE ISSUED FOR TENDER / CONSTRUCTION PARKING LAYOUT GRADE LINE 4 /5 # /0/05 S.4