Specifications include, but are not limited to: 1. DISTANCES SHOWN ON PIPING ARE HORIZONTAL DISTANCES FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE, UNLESS OTHERWISE NOTED, CONTRACTOR RESPONSIBLE FOR ACTUAL FIELD CUT LENGTH. 2. ALL STORMWATER MANAGEMENT FACILITIES, INCLUDING COLLECTION AND CONVEYANCE STRUCTURES SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES AND REGULATIONS. 3. ANY FIELD TILE CUT IN EXCAVATION, WHICH DRAINS AN OFFSITE AREA, MUST BE TIED INTO THE STORM DRAINAGE SYSTEM. 4. ALL PROPOSED STORM SEWERS, SURFACE OR OTHER DRAINAGE FACILITIES ARE TO BE PRIVATE AND MAINTAINED BY THE OWNER. 5. ALL STORM STRUCTURES ARE KYTC TYPES UNLESS OTHERWISE INDICATED. 6. STORM SEWER PIPE LABELED "SD" SHALL BE ONE OF THE FOLLOWING: CONTECH ULTRA FLO ALUMINIZED CORRUGATED METAL, KYTC ITEM 810.04, HIGH DENSITY POLYETHYLENE PER KYTC ITEM 810.06.02, OR REINFORCED CONCRETE PIPE, KYTC ITEM 810.03. ALL STORM SEWER TO BE SMOOTH WALLED, WITH A MANNINGS COEFFICIENT OF 0.012-0.013. STORM SEWER PIPE LABELED "RCP" SHALL BE REINFORCED CONCRETE PIPE, KYTC ITEM 810.03. ALL STORM SEWER IS TO BE INSTALLED PER KYTC ITEM 701.03. 7. STORM SEWER IS TO BE BEDDED WITH CLEAN GRANULAR MATERIAL-AGGREGATES NOT TO BE LARGER THAN 3/4" AND NOT SMALLER THAN NO. 8 SIEVE, FREE OF SILT AND FINES, AASHTO M43 SIZE #67, 7 OR 8. BEDDING TO BE MINIMUM OF 6" BELOW & 12" ABOVE THE PIPE.