EXISTING CONDITIONS. Town of Bedford, NH Sand Volleyball Courts Existing Conditions Sheet 2 of 5 GENERAL NOTES

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2 GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY AND DETERMINE THE LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE (DIAL 811) AND THE TOWN OF BEDFORD AT LEAST 72 HOURS BEFORE DIGGING. 2. THIS PROJECT IS TO BE CONSTRUCTED TO THE TYPICAL SECTIONS AND DETAILS SHOWN ON THE PLANS AND SHALL MEET THE STANDARDS OF THE TOWN OF BEDFORD. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY EXCAVATION SAFEGUARDS, NECESSARY BARRICADES, ETC. FOR SITE SAFETY OR TRAFFIC CONTROL. ALL EXCAVATIONS SHALL BE SECURED ON A DAILY BASIS BY THE CONTRACTOR AT THE COMPLETION OF CONSTRUCTION OPERATIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND FOR THE CONDITIONS OF THE SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL WORK IS DONE IN ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS (NETS, EQUIPMENT, POLE BASES, ETC.) TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. 7. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. Proposed Court Location DRAINAGE NOTES 1. 8 DIAMETER PERFORATED PIPE SHALL BE USED FOR DRAINAGE. ALL PIPE WITHIN PLAYING AREA SHALL BE WRAPPED WITH TWO LAYERS OF LANDSCAPE FABRIC TO PREVENT CLOGGING OF PERFORATIONS. 2. PIPE SHALL BE PLACED AT A MINIMUM SLOPE OF ¼ PER FOOT AND SHALL OUTLET INTO THE EXISTING DRAINAGE SWALE VIA FLARED END PIECE. THE PIPES ON THE HIGH SIDE SHALL HAVE CLEANOUTS LOCATED OUTSIDE OF THE PLAYING AREA. LIGHTING CONDUIT 1. 2 PLASTIC CONDUIT SHALL BE INSTALLED AROUND THE COURTS AS SHOWN ON THE PROPOSED SITE PLAN FOR FUTURE USE FOR OVERHEAD LIGHTING OF THE COURTS. 2. ENDS OF ALL CONDUITS SHALL BE CAPPED. 3. PULL ROPES SHALL BE INSTALLED IN CONDUITS. 4. PULL BOXES SHALL BE INSTALLED AT ALL CHANGES IN DIRECTION. EXISTING CONDITIONS Existing Conditions Sheet 2 of 5

3 GENERAL CONSTRUCTION NOTES: Proposed 8 Perforated Drainage Pipe Silt Sock Erosion Control (Typ) Proposed Regulation 1. The purpose of this plan is to provide guidance to construct the sand volleyball courts at the County Road Sports Complex. 2. The location of the utilities shown are approximate. It is the responsibility of the Contractor to locate and preserve all utility services. 3. The Contractor shall verify all dimensions and proposed work prior to construction. Any discrepancies shall be immediately brought to the attention of the Town of Bedford in writing. Existing Electrical Meter Proposed Water Coupler in Valve Box EARTHWORK AND GRADING NOTES: 1. All areas disturbed by the Contractor s operations that do not have a surface treatment specified shall be restored with a minimum of 4 seeded topsoil, fertilizer and mulch. Existing Pump House Proposed 2 Electrical Conduit Proposed Waterline North SITE PLAN Proposed Site Layout Sheet 3 of 5

4 SUGGESTED CONSTRUCTION SEQUENCE 60 SECTION A-A 80 North 1. INSTALL SILT SOCKS AND INLET PROTECTIONAS SHOWN ON THEPLANS PRIOR TO ANY CONSTRUCTION. 2. STRIP LOAM. 3. EXCAVATE FOR COURTS. 4. PLACE UNDERDRAIN. 5. INSTALL FOUNDATIONS CONSTRUCTION 6. PLACE BACKFILL AND FINE MESH LANDSCAPE FABRIC. 7. INSTALL SEQUENCE EDGING (IF APPLICABLE). 8. INSTALL POLES. 9. INSTALL WATER LINE AND ELECTRICAL CONDUIT (IF APPLICABLE). 10. PLACE SAND. 11. INSTALL NETS, PADDING, AND EDGE LINES. 12. LOAM AND SEED. 36 (TYP) EDGING (Alternate Bid Item 1) to be installed around perimeter of Clear Zone CLEAR ZONE (TYP) 100 TYPICAL COURT LAYOUT Edging (Alternate Bid Item 1) To Be installed around Clear Zone Fine Mesh Landscape Fabric SECTION A-A See Underdrain Detail SAND 12 Depth in Clear Zone 18 Depth in Court 12 Depth Court Details Sheet 4 of 5

5 Paved Area: 3 asphalt (1 ¾ binder, 1 ¼ top) Over 12 crushed gravel (Minimum) BOLT DOWN GROUND SOCKETS/SLEEVES W/REMOVABLE CAPS (Minimum) Class B Concrete 36 Depth Concrete Foundation Road Restoration Detail 24 Round or Square (Contractor s Option) Flexible Plastic Edge Protection Sand 18 depth 12 depth Grass 8 Perforated HDPE Pipe Sand Pressure Treated Lumber Non-Woven Geotextile Fabric Wrapped Around Pipe Twice 1 4 Edging Detail Details Sheet 5 of 5