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22243.PE Sea Tech Shop Building 032923_v1 (1)N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 03/24/2023 NHCS Project No. 22-90458 Southeast Area Technical High School SCIF Grant Addition 5301 Sidbury Rd. Castle Hayne, NC 28429 © 2023 Sawyer Sherwood & Associate - All Rights Reserved Rev.Date Notes Construction Drawings Issue Date:April 10, 2023 Fi n a l D e s i g n - N o t I s s u e d f o r C o n s t r u c t i o n COORDINATION NOTES: 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH THE CITY OF WILMINGTON, NEW HANOVER COUNTY, CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA), AND THE STATE OF NORTH CAROLINA. 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING DIMENSIONS AND DETAILS. GENERAL NOTES: 1. TREE INVENTORY, BOUNDARY, AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC. THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE OWNER AND ENGINEER. 2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC. 3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE USDOT. 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE. 6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. 7.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AN ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. 8.ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 9.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 10.ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 11.DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 12.THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 13.THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. 14.ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. 15.CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 16.IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER AND ENGINEER. 17.CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-SUBSCRIBING UTILITIES. 18.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 19.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 20.ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE. 21.LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS. 22.ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. DEMOLITION NOTES: 1.CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY. 2.CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION. 3.DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. 4.THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. 5.ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR. 6.THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN. AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER. 7.EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION. 8.ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL. 9.CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. 10.CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE OVERHEAD LINES AND REMOVE TREES SO THEY DO NOT FALL TOWARDS OVERHEAD ELECTRICITY. 11.PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 12.ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. 13.EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE. 14.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS BY DIGGING TEST PITS. ROOF DRAIN NOTE: 1) PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. GENERAL STORM SEWER NOTES 1.ALL STORM SEWERS SHALL BE CONSTRUCTED AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. 2.BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS AND/OR SPECIFICATIONS. 3.ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. NC ACCESSIBILITY NOTES: GENERAL NOTES: 1.SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS. 2.IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS. PARAMOUNTE ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING THE PROJECT. IN ADDITION, PARAMOUNTE ENGINEERING HAS MADE A POINT IN THESE NOTES AND DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1 AND APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK. 3.THE CONTRACTOR SHALL NOTIFY PARAMOUNTE ENGINEERING IMMEDIATELY OF ANY CONFLICT BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PARAMOUNTE ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S). 4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL INFORMATION. ACCESSIBLE ROUTE NOTES: 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS OR SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. 3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%. 4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS. 5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED). 6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT (48) INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED (NC BUILDING CODE 1104.1 & 1104.2). 8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42) INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM. .* SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES* 9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2) WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE INTERSECTION. 10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS. 11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES. 12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), A117.1, THE NC BUILDING CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS RAMP NOTES: 1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE CONSIDERED A RAMP. 2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. 3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC BUILDING CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS. 4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM. 5.LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM. 6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS. 7.FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT. 8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS. 9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO PROVIDE A COMPLIANT TURNING SPACE. CURB RAMP NOTES: 1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. 2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL. 3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED SIDES, IF PROVIDED. *NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES MINIMUM WIDE (1104.1 & 1104.2).* 4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION. 5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES. 6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%. 7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. 8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. 9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP DETECTABLE WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL WIDTH OF THE RAMP. REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES. THE NC BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO THE 2010 ADA STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE. 10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, ½ INCH WIDE BY ¼ INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP. 11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. 12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK. 13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE RAMP AREA. 14. CURB RAMP TYPE AND LOCATION ARE PER PLAN. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1.THIS PROPERTY IS NOT SUBJECT TO THE NC SEDIMENTATION CONTROL ACT IN REGARDS TO OBTAINING AN EROSION CONTROL PERMIT SINCE THE LAND DISTURBANCE IS UNDER 1.0 ACRE. HOWEVER, ONSITE SEDIMENTATION CONTROL WILL BE A REQUIREMENT OF THE CONTRACTOR DURING ANY DISTURBANCE AND CONSTRUCTION. 2. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND STABILIZED. 3. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH "PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE DISTURBANCE IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE DISTURBANCE LIMITS ARE COMPLETE. 1.CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF DISTURBANCE, TREE PROTECTION FENCING, AND TEMPORARY SILT FENCE. 2.CLEAR AND REMOVE FROM SITE TREES AS DESIGNATED, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS. 3.CONSTRUCT TEMPORARY SEDIMENT BASIN(S) AND ASSOCIATED SKIMMER, OUTLET PIPE, SPILLWAY, ETC. 4.INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING CONSTRUCTION. 5.PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS OF CEASE OF ANY GRADING ACTIVITY. 6.IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. 8.DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE, THE CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY ENGINEER OR EROSION CONTROL INSPECTOR. 9.UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL MEASURES. 10.THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS & PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE. EROSION CONTROL MAINTENANCE PLAN: 1.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2.ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3.SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF-FILLED AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES MUST BE STEEL, AND SPACED 6 FEET MAX. WITH EXTRA STRENGTH FABRIC AND NO WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS (OR EXCELSIOR WATTLES) ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE THE ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. 4.ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS ON THESE PLANS AND CONTRACT SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5.INLET PROTECTION - INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY SEDIMENT AND DEBRIS WHEN IT REACHES HALF OF THE DEPTH OF THE ROCK TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. 6.SEDIMENT BASIN/SEDIMENT TRAPS - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. 7.SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE THAT THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEDIMENT. IF THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. 8.OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (12 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. 9.EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT THE INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS. RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT VEGETATIVE COVER. 10.GRASS SWALES - INSPECT SWALES WEEKLY AND AFTER EVERY RAINFALL EVENT. AFTER GRASS HAS BEEN ESTABLISHED INSPECT THE SWALES PERIODICALLY AND AFTER EVERY HEAVY (1 2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. INSPECT THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL. NC ACCESSIBILITY NOTES CONTD. PARKING SPACE NOTES: 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE. 2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. ACCESS AISLES SHALL BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET). WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE. 3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS FORACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES. 4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. 5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE. 6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. 7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. 8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. 9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. 10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE PARKING SPACES. 12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH BOLLARD PROTECTION. 13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION 1106.1SHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA GENERAL STATUTE 20-37.6 AND 136-30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR EACH SPACE. SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE SPACE. 14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT). PASSENGER LOADING ZONE NOTES: 1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX (96) INCHES WIDE MINIMUM AND TWENTY (20) FEET LONG MINIMUM. 2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY (60) INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY SERVE. 3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY. 4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. 5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. 6.VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER LOADING ZONE TO A VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN (114) INCHES MINIMUM. ACCESSIBLE ENTRANCE NOTES: 1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS. 2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS) THE NC BUILDING CODE/ANSI A117.1 AND SHALL BE ON AN ACCESSIBLE ROUTE. TEMPORARY SEEDING GRASS TYPE LBS/ ACRE TIME OF SEEDING FERTILIZER LIMESTONE RYE GRAIN 50 OCT. - APR.400 LBS/AC. 10-20-20 SWEET SUDAN GRASS 50 JUNE - AUGUST 400 LBS/AC. 10-20-20 GERMAN or BROWNTOP MILLET 50 JUNE - AUGUST 400 LBS/AC. 10-20-20 STRAW MULCH AS NEEDED 4,000 PERMANENT SEEDING GRASS TYPE LBS/ ACRE TIME OF SEEDING FERTILIZER LIMESTONE BERMUDA, HULLED BERMUDA, UNHULLED 10-20 35 MARCH - AUGUST SEPT. - FEB.BY SOIL TEST CENTIPEDE 10 MARCH - AUGUST BY SOIL TEST (NO HIGH PH) TALL FESCUE (COASTAL CULTIVAR RECOMMENDED) 50 MARCH - AUGUST 300 LB/AC 10-20-20 OR BY SOIL TEST SLOPES >= 2:1 CENTIPEDE SERICEA LESPEDEZA 5 20 JAN - DEC BY SOIL TEST Know what's below. before you dig.Call R EXISTING UTILITY NOTES: 1.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING. 2.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. THE CONTRACTOR SHALL RAISE OR LOWER EXISTING MANHOLES AND STRUCTURES TO MATCH FINAL GRADES. IRON PIPE FOUND IRON ROD FOUND IRON ROD SET PK NAIL FOUND PK NAIL SET CONCRETE MONUMENT FOUND SIGN CONCRETE CURB & GUTTER EDGE OF PAVEMENT LIGHT POLE UTILITY POLE GUY ANCHOR TRANSFORMER TELEPHONE RISER WATER METER WATER VALVE FIRE HYDRANT IRRIGATION VALVE CLEAN-OUT SANITARY SEWER MANHOLE STORM DRAINAGE MANHOLE WELL CURB INLET CATCH BASIN GAS METER MAILBOX TREE (SEE DESCR.) C&G EP TR C.O. G IPF IRF IRS PKF PKS LEGEND: HY D OVERHEAD ELECTRIC BURIED TELEPHONE LINE BURIED GAS LINE BURIED TV CABLE BURIED FIBER OPTIC WATER LINE FORCEMAIN LINE SANITARY SEWER LINE STORM DRAINAGE LINE WETLAND DELINEATION CHAINLINK FENCE EXISTING CONTOUR RIGHT OF WAY/BOUNDARY BOUNDARY LINE FM FM SS SS XXX FO W W W 18 GAS GAS UTV OHE UGT WET WET LEGEND: WATER LINE FORCEMAIN LINE SANITARY SEWER LINE SANITARY SEWER LATERAL STORM DRAIN LINE ROOF DRAIN LINE PROPOSED CONTOURS PROPOSED SETBACKS PROPOSED EASEMENTS PROPOSED PHASING LINES PROPOSED POND OUTLINE FM FM SS SS SS SS SS SS SS W W W 20 C.O.SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY WATER METERS/BACKFLOW ENCLOSURES WATER VALVES/APPURTENANCES SPOT GRADESTC 20.50 EP 20.00 CONCRETE PAVEMENT BUILDING HATCH C1.0-A CIVIL NOTES 170' WIDE POWERLINE EASEMENT 30" RCP INV: 20.50' 24" RCPINV: 23.78' 24" RCPINV: 20.63' 54" RCP INV: 20.01' 54" RCPINV: 20.39' 54" RCP INV: 20.40' 54" RCPINV: 20.48' 30" RCPINV: 19.03' 30" RCP INV: 20.32' 15" RCP INV: 19.46' 15" RCP INV: 20.44' 15" RCPINV: 19.84' 24" CMPINV: 19.99' 24" CMPINV: 19.98' 24" RCP W/FLUMEINV: 24.67' 24" RCP W/FLUMEINV: 24.57' 18" FESINV: 22.64' BOX CULVERTRCP INV: 20.70' 15" RCPINV: 34.04'15" RCP INV: 34.18' 15" RCPINV: 34.37' 15" RCPINV: 34.42' 15" RCP INV: 33.02' 15" RCP INV: 33.21' 15" RCP W/FESINV: 33.02' 15" RCP W/FES INV: 32.18' 18" RCPINV: 20.60' 18" RCPINV: 20.06' SIDBUR Y R O A D PUBLIC R I G H T O F W A Y ( V A R I E S ) OL D D A I R Y F A R M R O A D PU B L I C R I G H T O F W A Y ( V A R I E S ) EDGE O F P A V E M E N T ( T Y P ) BOX CULVERT RCP INV: 20.45' 4 LIGHTS ON GROUND OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ELECTRIC METER BOX OHE OHE OHE OHE OHE OHE OHE OHE EXISTING POND BENCHMARK MAG NAIL WITH WASHER STAMPED "ACS 101" N: 212,650.924'E: 2,341,971.292'ELEV: 34.61' G G G G TPED TPED WOOD BRIDGE 15" RCP INV: 17.73' MANASSAS, INC. DEED BOOK: 5035, PAGE: 1767 MANASSAS, INC. DEED BOOK: 5035, PAGE: 1767 MANASSAS, INC. DEED BOOK: 5035, PAGE: 1767 SIDBURY PROPERTY HOLDINGS, LLC MAP BOOK: 48, PAGE: 51 DEED BOOK: 5693, PAGE: 2157 OUTLET STRUCTUREBOX TOP: 26.26'WEIR INV: 24.17' ORIFICE: 23.84' BOTTOM OF BOX: 21.83' 18" INV OUT: 23.54' EXISTING POND FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOREBAY FOREBAY STANDING WATER 170' WIDE POWERLINE EASEMENT CAM CAM CAM CAM FM FM CAMWCAM W W W WCAM CAM CAM CAM CAM CAM CAM CA M CAM CAM CAM CAM CAM CAM 8" WATER LINE AND 4" SS FORCEMAIN LINES ASSHOWN ON SHEET C2 LAYOUT PLANBY ANDREW & KUSKE DATED 4/18/02PROVIDED TO ATLANTIC COAST SURVEYBY THE CLIENT CAM CAM CAM FM FM FM FM FM FM W W W W W W W HV HV HV HV HV HV WM AC AC HV HV HV HV HV HVHV 29 28 28 27 27 27 27 27 27 27 Canopy Roof Intermediate Roof Canopy Roof Low R o o f Low Roof Low R o o f Low Roof Low R o o f Low R o o f Low Roof Low R o o f High Roof High Roof Low Roof HV X X X X X LP LP LP LP LP LP LP PLANTERS TR EXISTINGPUMPSTATION 36" RCP /FESINV: 23.91' 36" RCP /FESINV: 23.90' 24" RCPINV: 22.96' DIRIM: 26.41' DIRIM: 26.22'24" RCPINV: 23.95' 15" CPPINV: 25.05' 1 0 0 - Y R 10 0 - Y R 100-YR 100-YR 1 0 0 - Y R 10 0 - Y R 1 0 0 - Y R 100- Y R 10 0 - Y R 100-Y R 10 0 - Y R 100 - Y R 10 0 - Y R 100-YR 100-YR 100 - Y R 100-Y R 100-YR 100-YR 100-YR 1 0 0 - Y R 100-YR 100-Y R 100-YR 100- Y R 100 - Y R 100-YR 100-YR 100- Y R 100-Y R 1 0 0 - Y R 10 0 - Y R 100 - Y R 100- Y R 100- Y R 100- Y R 10 0 - Y R 100-YR 100-YR 10 0 - Y R 100 - Y R 100-YR 100-YR 100-YR 100 - Y R 100-Y R 10 0 - Y R 100- Y R 100-Y R 100-Y R 100-YR 10 0 - Y R 10 0 - Y R 1 0 0 - Y R 1 0 0 - Y R 100 - Y R 100 - Y R 10 0 - Y R 100- Y R 100- Y R 10 0 - Y R 1 0 0 - Y R 100-YR 100-Y R 100-YR 100- Y R 10 0 - Y R 100-YR 10 0 - Y R 100-YR 100-YR 10 0 - Y R 10 0 - Y R 100 - Y R 1 0 0 - Y R 10 0 - Y R 100-YR 100-Y R 100-Y R 100-YR 100-YR 100-YR 10 0 - Y R 100-YR 100- Y R 100-YR 100-YR 100 - Y R 100-YR 1 0 0 - Y R 10 0 - Y R 100-YR FZ FZ FZ FZ FZ F Z F Z FZ F Z FZ FZ 50 0 - Y R 500- Y R 500-YR 500- Y R 50 0 - Y R 500-YR 500-YR 500-Y R 500-Y R 500-YR 50 0 - Y R 5 0 0 - Y R 500-Y R 500 - Y R 500-Y R 500-YR 500-YR 500-Y R 500- Y R 500-Y R 500 - Y R 500-YR 500- Y R 5 0 0 - Y R 50 0 - Y R 5 0 0 - Y R 5 0 0 - Y R 500-YR 500-YR500-YR 500-YR 500-Y R 500-Y R 500-YR 500-Y R 500 - Y R 500-YR 50 0 - Y R 500-YR 50 0 - Y R 500 - Y R 500-YR 500-YR 500-YR 500- Y R 500-YR 50 0 - Y R 50 0 - Y R 500- Y R 500-YR500-YR 5 0 0 - Y R 500- Y R 500-Y R 500-Y R 500-YR 500-YR 500-YR 500 - Y R 500-Y R 5 0 0 - Y R 50 0 - Y R 500 - Y R 10 0 - Y R 100 - Y R 10 0 - Y R 100-YR 100- Y R 1 0 0 - Y R 10 0 - Y R 1 0 0 - Y R 100- Y R 100-YR 100-YR 100-YR 100 - Y R 10 0 - Y R 1 0 0 - Y R 100 - Y R FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ F Z F Z F Z F Z F Z F Z F Z F Z FZ F Z F Z F Z FZ FZ FZ FZ FZ FZ F Z F Z F Z F Z FZ FZ FZ FZ F Z FZ FZ FZ FZ FZ FZ FZFZ FZ FZF Z FZFZ FZ FZ FZFZ FZ FZF ZFZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ F Z FZ F Z FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ F Z F Z FZ F Z F Z FZ F Z F Z F Z F Z F Z F Z FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ F Z F Z F Z FZ F Z FZ F Z F Z F Z FZ 1 0 0 - Y R 1 0 0 - Y R 10 0 - Y R 100-YR 100-YR 100-Y R 100-YR 100- Y R 100-Y R 1 0 0 - Y R 10 0 - Y R 100-YR 1 0 0 - Y R 1 0 0 - Y R 1 0 0 - Y R 30 30 30 30 30 29 29 29 29 29 29 28 28 28 28 28 28 28 27 27 27 27 27 27 27 27 27 27 27 27 26 26 25 25 RAISED BED CLOTH CANOPY SS SSSSSS SS SS SS SS SS HV HV HV HV HV HV HV HV B CONSTRUCTION TRADES103 OFFICE104 TOILET105 GIRLS108 CUSTODIAN106 HALL100 PANELPANEL PANELELECTRICAL109 CLASSROOM101 CLASSROOM102 BOYS107 MAERSK MAERSK 27.62 27.68 27.68 28.21 28.17 28.1827.7727.7527.7327.72 28.19 BARD UNIT BARD UNIT BARD UNIT BARD UNIT FIRE SPRINKLERRISER ENCLOSER MAERSK MAERSK CONSTRUCTION TRADES103 OFFICE104 TOILET105 MEN107 WOMEN108CUSTODIAN106 HALL100 PANELPANELPANELELECTRICAL109 CLASSROOM101 CLASSROOM102 BARD UNIT 28.6128.51 28.8928.85 27.67 28.55 28.19 27.86 27.64 27.3627.35 27.35 27.39 27.38 27.32 27.31 C.O. TOP=30.75INV=27.80± C.O. TOP=30.25INV=27.50± W W W W I - 4 0 SIDBURY R O A D O L D D A I R Y R O A D SIDBURY R O A D To W i l m i n g t o n -- > < - - T o B u r g a w I - 4 0 SIDBURY R O A D O L D D A I R Y R O A D SIDBURY R O A D To W i l m i n g t o n -- > < - - T o B u r g a w 0 50 100 200 400 SCALE: 1" = 100' GRAPHIC SCALE NC G R I D ( N A D 8 3 / 2 0 1 1 ) PROPOSED CONSTRUCTION TRADES BUILDING SIDBURY R O A D / S . R . 1 3 3 6 PUBLIC R O W W I D T H V A R I E S N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 03/24/2023 NHCS Project No. 22-90458 Southeast Area Technical High School SCIF Grant Addition 5301 Sidbury Rd. Castle Hayne, NC 28429 © 2023 Sawyer Sherwood & Associate - All Rights Reserved Rev.Date Notes Construction Drawings Issue Date:April 10, 2023 Fi n a l D e s i g n - N o t I s s u e d f o r C o n s t r u c t i o n D A I R Y F A R M R D . / S . R . 2 1 8 1 P U B L I C R O W W I D T H V A R I E S EX. HIGH SCHOOL BUILDING C2.0-A Overall Site Plan SITE INFORMATION PARCEL ID:R01800-003-012-000 PARCEL ADDRESS:5601 SIDBURY ROAD CASTLE HAYNE, NC 28429 CURRENT ZONING:R-15 EXISTING USE:HIGH SCHOOL FACILITY PROPOSED USE:HIGH SCHOOL EXPANSION PROJECT SITE AREA:+ 79.31 ACRES (+ 3,454,744 SF) OWNER INFORMATION:NEW HANOVER COUNTY SCHOOLS 2814 CAROLINA BEACH RD WILMINGTON, NC 28412 FLOOD INFORMATION:THIS PARCEL CONTAINS AREAS LOCATED IN SPECIAL FLOOD HAZARD ZONE "AE", AS DETERMINED BY FEMA FLOOD PANEL 3720324100K DATED AUGUST 28, 2018 DEED BOOK & PAGE:DB 5828, PG 1563 BUILDING INFORMATION CONSTRUCTION TYPE REF. APPENDIX B (ARCH.) NUMBER OF EXISTING BUILDINGS 1 NUMBER OF PROPOSED BUILDINGS 1 PROPOSED BUILDING SF 6,190 SF (FOOTPRINT) PROPOSED HEIGHT 20' MAX. VICINITY MAP SCALE: 1"=1,000' SITE VICINITY MAP SCALE: 1"=1,000' SITE EXISTING BUS PARKING AREA R 2 5 ' 185.6' 9.0 ' R20' 84 . 0 ' 6.3' 8.6' 8' 8' 5' 10' 19 . 0 ' 30.5' 53 . 1 ' 9.9 ' 5' X X X X X X X TR 36" RCP /FES INV: 23.91' 36" RCP /FES INV: 23.90' DI RIM: 26.41' DI RIM: 26.22'24" RCP ZONE AE (BFE=28.7) NOT A SPECIAL FLOOD HAZARD AREA (0.2% ANNUAL CHANCE FLOOD) SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FM FM FM FM FM FM FM FM FM FM W W FM FM FM W W W W W W W W W W W W W W W W W W FM FM W W W HV HV HV WM Canopy Roof Intermediate Roof Canopy Roof Lo w R o o f L o w R o o f B CONSTRUCTION TRAD E S 103 OFFICE 104 TOILET 105 GIRLS 108 CUSTODIAN 106 HALL 100 PANELPANEL PAN E L ELECTRICAL 109 CLASSROOM 101 CLASSROOM 102 BOYS107 C.O. TOP=30.75 INV=27.80±C.O. TOP=30.25 INV=27.50± W W W W W W W W W W W W W W W W W W W W W W W 12.0 '1 5 . 6 ' I - 4 0 SIDBURY R O A D O L D D A I R Y R O A D SIDBURY R O A D To W i l m i n g t o n -- > < - - T o B u r g a w 0 10 20 40 80 SCALE: 1" = 20' GRAPHIC SCALE NC G R I D ( N A D 8 3 / 2 0 1 1 ) EXISTING BUILDING N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 03/24/2023 NHCS Project No. 22-90458 Southeast Area Technical High School SCIF Grant Addition 5301 Sidbury Rd. Castle Hayne, NC 28429 © 2023 Sawyer Sherwood & Associate - All Rights Reserved Rev.Date Notes Construction Drawings Issue Date:April 10, 2023 Fi n a l D e s i g n - N o t I s s u e d f o r C o n s t r u c t i o n 1 SITE KEYNOTES: TURN-DOWN CONCRETE SIDEWALK (SEE DETAILS) 2 TURFSTONE GRID (SEE DETAILS)3 4 RETAINING WALL DESIGN BY OTHERS CONCRETE SIDEWALK (SEE DETAILS) PLANTER WALL WITH BENCH & LANDSCAPING (SEE DETAILS)5 VICINITY MAP SCALE: 1"=1,000' SITE A UTILITY KEYNOTES: PROPOSED 8" C900 WATER MAIN 4" SCH40 PVC SANITARY SEWER LATERAL 8" MJ 45° BENDB C D EXISTING HYDRANT EXISTING HYDRANT B 1 CONCRETE STEPS6 DUMPSTER PAD (SEE DETAILS)7 7 3 A EXISTING 8" WATER LINE CONNECTION G EXISTING PUMP STATION EXISTING TRANSFORMER TO REMAIN EXISTING EDGE OF ASPHALT DRIVEWAY 4 EXISTING CANOPY B A F G 8" MJ 22.5° BEND C C C F 4" or 6" C900 FIRE SERVICE [BACKFLOW PREVENTER TO BE INSTALLED INSIDE BUILDING] [COORDINATE WITH SPRINKLER PLANS] 2" SDR9 WATER SERVICE WITH SERVICE SADDLE AND CORPORATION STOP [BACKFLOW PREVENTER TO BE INSTALLED INSIDE BUILDING]E 4" CORE INTO PUMP STATION AT EXIST. INVERT ELEVATION D E EXISTING CONCRETE RAMP TO REMAIN 2 2 2 2 C2.1-A Site and Utility Plan 4 5 6 EXISTING 8" WATER LINE CONNECTION 8 8 BEGIN ASPHALT RADII EXISTING DITCH 4 6-FT BLACK COATED CHAINLINK FENCE WITH SLATS8 1 PAVEMENT CUT AND REPAIR (SEE DETAILS)9 9 CONTRACTOR TO INSTALL HANDICAP PAVEMENT MARKINGS AND SIGNAGE (SEE DETAILS) CONTRACTOR SHALL FIELD VERIFY SEWER LINE CONTRACTOR SHALL FIELD VERIFY SEWER CLEANOUTS AND PIPES SITE INFORMATION PARCEL ID:R01800-003-012-000 PARCEL ADDRESS:5601 SIDBURY ROAD CASTLE HAYNE, NC 28429 CURRENT ZONING:R-15 EXISTING USE:HIGH SCHOOL FACILITY PROPOSED USE:HIGH SCHOOL EXPANSION PROJECT SITE AREA:+ 79.31 ACRES (+ 3,454,744 SF) OWNER INFORMATION:NEW HANOVER COUNTY SCHOOLS 2814 CAROLINA BEACH RD WILMINGTON, NC 28412 FLOOD INFORMATION:THIS PARCEL CONTAINS AREAS LOCATED IN SPECIAL FLOOD HAZARD ZONE "AE", AS DETERMINED BY FEMA FLOOD PANEL 3720324100K DATED AUGUST 28, 2018 DEED BOOK & PAGE:DB 5828, PG 1563 BUILDING INFORMATION CONSTRUCTION TYPE REF. APPENDIX B (ARCH.) NUMBER OF EXISTING BUILDINGS 1 NUMBER OF PROPOSED BUILDINGS 1 PROPOSED BUILDING SF 6,190 SF (FOOTPRINT) PROPOSED HEIGHT 20' MAX. X X X X X X X LP LP LP LP LP TR EXISTING PUMP STATION DI RIM: 26.41' DI RIM: 26.22' 24" RCP 100-YR 100-YR 10 0 - Y R 100 - Y R 100 - Y R 100- Y R 100-Y R 100-YR 100-Y R 10 0 - Y R 10 0 - Y R 100-YR 100-YR 100-YR100-YR 100-YR 100-YR 100- Y R 10 0 - Y R 100-YR 1 0 0 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100-Y R 100- Y R 100-YR 100-YR 10 0 - Y R 30 30 29 29 2 9 29 2 8 28 28 28 27 27 27 27 27 27 27 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CA M CA M CAM CA M FM FM FM FM FM FM FM FM FM CAM W W W W W W W W W W W FM FM FM CAM W W W W W W W W W W W W W W W W CA M CA M CA M CA M CA M CA M CA M CA M CAM CAM CAM CAM CAM CAM CAM CA M CAM HV HV HV WM 29 2 8 28 27 27 27 27 27 Canopy Roof Lo w R o o f Lo w R o o f L o w R o o f Low Ro o f I - 4 0 SIDBURY R O A D O L D D A I R Y R O A D SIDBURY R O A D To W i l m i n g t o n -- > < - - T o B u r g a w 0 10 20 40 80 SCALE: 1" = 20' GRAPHIC SCALE NC G R I D ( N A D 8 3 / 2 0 1 1 ) N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 03/24/2023 NHCS Project No. 22-90458 Southeast Area Technical High School SCIF Grant Addition 5301 Sidbury Rd. Castle Hayne, NC 28429 © 2023 Sawyer Sherwood & Associate - All Rights Reserved Rev.Date Notes Construction Drawings Issue Date:April 10, 2023 Fi n a l D e s i g n - N o t I s s u e d f o r C o n s t r u c t i o n VICINITY MAP SCALE: 1"=1,000' SITE SYMBOLS LEGEND EXISTING CONCRETE TO BE REMOVED EXISTING UTILITY LINE TO BE REMOVED EXISTING ASPHALT TO BE REMOVED DEMOLITION NOTES: 1.)CONTRACTOR SHALL REFER TO SHEET C-1.0 GENERAL NOTES FOR DEMOLITION NOTES. 2.)CONTRACTOR SHALL MAKE NO PAVEMENT CUTS INTO N. 3RD ST., GRACE ST., OR N. 2ND ST. WITHOUT THE WRITTEN PERMISSION OF THE CITY OF WILMINGTON. 3.)ALL UTILITIES SHALL BE ABANDONED AND/OR DEMOLISHED AND CAPPED PROPERLY IN ACCORDANCE WITH THE UTILITY OWNERS' RULES AND REGULATIONS. 4.)CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY OWNERS/PROVIDERS FOR RELOCATION AND/OR DEMOLITION REQUIRED. EXISTING VEGETATION NOTES: 1.)EXISTING TREES ON-SITE ARE TO REMAIN APART FROM TREES NOTED IN REMOVAL AND MITIGATION CHART PROVIDED ON C-2.0 SITE INVENTORY PLAN. LAND CLEARING: PRIOR TO ANY LAND CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. EXISTING UTILITY NOTE: 1.)CONTRACTOR SHALL ABANDON EXISTING WATER AND SEWER UTILITIES THAT SERVICED THE SUBJECT PROJECT IN ACCORDANCE WITH CFPUA STANDARDS AND/OR SPECIFICATIONS. 75 SF OF ASPHALT REMOVAL CONTRACTOR SHALL SAWCUT A SMOOTH AND STRAIGHT LINE EX. 8" WATER LINE CONTRACTOR TO FIELD VERIFY CAMERA LINE AND REROUTE AROUND PROPOSED BUILDING CONTRACTOR TO FIELD VERIFY CAMERA LINE AND REROUTE AROUND BUILDING REMOVE EXIST. WOODEN FENCE AROUND PUMP STATION SMOOTH JOINT FOR SIDEWALK CONNECTION C2.2-A Demolition Plan CONTRACTOR SHALL FIELD VERIFY SEWER CLEANOUTS AND PIPES I - 4 0 SIDBURY R O A D O L D D A I R Y R O A D SIDBURY R O A D To W i l m i n g t o n - - > < - - T o B u r g a w X X X X X X X LP LP LP LP LP LP TR EXISTING PUMP STATION 36" RCP /FES INV: 23.91' 36" RCP /FES INV: 23.90' 24" RCP INV: 22.96' DI RIM: 26.41' DI RIM: 26.22'24" RCP INV: 23.95' 10 0 - Y R 100 - Y R 100 - Y R 100-Y R 100-Y R 100-YR 100-Y R 10 0 - Y R 10 0 - Y R 100-YR 100-YR 100-YR100-YR 100-YR 100-YR 100- Y R 100 - Y R 100-YR 1 0 0 - Y R 100 - Y R 100 - Y R 100 - Y R 100 - Y R 100-Y R 100- Y R 100-YR 100-YR 10 0 - Y R 10 0 - Y R 5 0 0 - Y R 500- Y R 500- Y R ZONE AE (BFE=28.7) NOT A SPECIAL FLOOD HAZARD AREA (0.2% ANNUAL CHANCE FLOOD) 30 30 29 29 2 9 29 28 2 8 28 28 28 27 27 27 27 27 27 27 27 27 27 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FOREBAY FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W FM FM FM W W W W W W W W W W W W W W W W W FM FM W W W W HV HV WM Canopy Roof Intermediate Roof Canopy Roof Lo w R o o f L o w R o o f B CONSTRUCTION TRADE S 103 OFFICE 104 TOILET 105 GIRLS108 CUSTODIAN 106 HALL 100 PANELPANEL PAN E L ELECTRICAL 109 CLASSROOM 101 CLASSROOM 102 BOYS107 LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLOD EG 30.35 TWL=30.50 EG=28.55 EG 27.35 TS=30.80TS=30.80 2.0 % TS=29.21 TS=28.41 TS=28.43 TS=28.45 TS=28.39 TS=28.18 TS=29.46 EP=29.40 TS=29.03 EP=28.53 EG=27.72 TS=28.23 EP=27.73 EG=27.73 TS=28.25 EP=27.75 EG=27.75 TS=28.20 EP=27.77 EG=27.77 TS=28.20 EP=27.71 EG=27.71 TS=28.19 TS=30.80 TS=30.60 TS=30.60 TS=30.49 TS=28.57 TS=28.42 TS=28.61 TS=28.53 TS=30.45 TS=29.12 TS=29.04 TS=30.47 TS=30.47 TS=30.40 EP=30.40 TS=30.40 3.2% TS=28.06 EP=27.68 EG=27.68 EG 27.31EG 27.32 EG 27.38 1.3 % 5.0% 2.0% 2.0% 2.0% 2.4 % 2. 4 % TS=30.21 TWL=30.00 EG=28.19 TWL=30.00 EG=27.90 TWL=34.00 TS=30.50 EG=29.29 TWL=34.00 EG=29.30 TWL=34.00 TS=30.50 EG=28.87 0.41% EG 27.39 3-Steps EG 27.96 EG 26.84 LO D LO D TS=30.71 TS=30.71 TS=30.62 C.O. TOP=30.75 INV=27.80±C.O. TOP=30.25 INV=27.50± FFE: 30.80 EG 28.38 EG 28.53 TS=30.51 EG=30.17 EG=30.12 TS=30.35 EG=30.08 EG=30.14 W W W W W W W W W W W W W W W W W W W W W W W TWL=34.00 EG=28.95 (EC=28.61) TS=29.04 EC=29.22 EG 27.61 EG 27.94 TS=28.18 TS=30.71 TS=30.50TWL=30.00 PG=28.25 EG 27.36 EG 27.35 PG=28.25 3-Steps ASPHALT WEDGING NEEDED TO MATCH LOADING SPACE 3.2% TS=29.82 7.4 7 % 0 10 20 40 80 SCALE: 1" = 20' GRAPHIC SCALE NC G R I D ( N A D 8 3 / 2 0 1 1 ) 1.)SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR MORE INFORMATION. 2.)ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY SCHOOL STANDARDS AND SPECIFICATIONS AND/OR TECHNICAL SPECIFICATIONS SEALED AS PART OF THESE CONSTRUCTION DOCUMENTS. 3.)GEOTECHNICAL TESTING SHALL BE PERFORMED ON-SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS. GRADING NOTES: 1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. ASPHALT AREA NOTE: 1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. BUILDING PAD NOTE: EP =PROPOSED EDGE OF PAVEMENT EC =EDGE OF CONCRETE DI =DROP INLET PG =PROPOSED GRADE CI =CURB INLET HP =HIGH POINT ELEVATION SW =SIDEWALK ELEVATION MH =STORM MANHOLE YI =YARD INLET RP =RAMP PAD =DUMPSTER PAD ELEVATION RD =ROOF DRAIN CONNECTION NOTATION:DRAINAGE NOTES: 1.)DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER, INCLUDING PIPES, STRUCTURES, AND STORMWATER CONTROL MEASURES AS PERMITTED WITH THE STATE OR LOCAL JURISDICTION. 2.)ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM UNLESS SHOWN OTHERWISE. 3.)NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES. 4.)ALL PUBLIC STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE TRAFFIC RATED FOR H-20 LOADS AT A MINIMUM. PRIVATE DRAINAGE SYSTEMS SHALL BE PER APPROVED PLANS AND SPECIFICATIONS. 5.)ALL CURB INLET RIM ELEVATIONS ARE LISTED AS THE "GUTTER OF FLOWLINE ELEVATION" WITHIN THE CURB SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT (EOP) WHEN PLACING THE STORM INLETS WITHIN THE CURB-LINE. 6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6" CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA; AND A FLUSH CONDITION WITH PROPOSED PAVEMENT OR IMPERVIOUS COVER. 7.)PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. CONTRACTOR, BUILDERS, AND OWNERS ARE RESPONSIBLE FOR COORDINATING ROOF DRAINAGE PIPING IN ADVANCE OR ORDERING FINAL STORM DRAINAGE. REF. CIVIL DETAILS FOR TYPICAL DOWNSPOUT DETAILS AND CONNECTIONS. 8.)CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO MATCH PROPOSED GRADES. 9.)THE CONTRACTOR SHALL USE EITHER RCP (CL. III UNLESS OTHERWISE NOTED) OR HDPE PIPE FOR THE STORM DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 WT STORM PIPE OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO PREVENT FLOATATION IF HDPE PIPE IS CHOSEN. BC/TC = TOP OF CURB ELEVATION TS =TOP OF WALK (SIDEWALK) ELEVATION INV =INVERT FES =FLARED END SECTION TWL =TOP OF WALL ELEVATION BWL =BOTTOM OF WALL ELEVATION (EG)=EXISTING GRADE (XX)=EXISTING ELEVATIONS, TYP. N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 03/24/2023 NHCS Project No. 22-90458 Southeast Area Technical High School SCIF Grant Addition 5301 Sidbury Rd. Castle Hayne, NC 28429 © 2023 Sawyer Sherwood & Associate - All Rights Reserved Rev.Date Notes Construction Drawings Issue Date:April 10, 2023 Fi n a l D e s i g n - N o t I s s u e d f o r C o n s t r u c t i o n VICINITY MAP SCALE: 1"=1,000' SITE EXISTING BUILDING FFE=30.70 EXISTING HYDRANT EXISTING HYDRANT EXISTING EDGE OF ASPHALT DRIVEWAY EXISTING CANOPY WOODEN POST, TYP. EXISTING 24" STORM DRAIN EXISTING EDGE OF ASPHALT DRIVEWAY 143LF SILT FENCE AND STABILIZE DITCH SLOPE ALONG WATERLINE INSTALLATION PROPOSED RETAINING WALL DESIGN BY OTHERS LIMIT OF CONSTRUCTION AREA; CONTRACTOR TO ESTABLISH WORKING AREA PERIMETER FENCE. PROPOSED RETAINING WALL BY OTHERS C3.0-A GRADING AND DRAINAGE PLAN PARKING LOT TO REMAIN LIMIT OF CONSTRUCTION AREA; CONTRACTOR TO ESTABLISH WORKING AREA PERIMETER FENCE. SITE INFORMATION PARCEL ID:R01800-003-012-000 PARCEL ADDRESS:5601 SIDBURY ROAD CASTLE HAYNE, NC 28429 CURRENT ZONING:R-15 EXISTING USE:HIGH SCHOOL FACILITY PROPOSED USE:HIGH SCHOOL EXPANSION PROJECT SITE AREA:+ 79.31 ACRES (+ 3,454,744 SF) OWNER INFORMATION:NEW HANOVER COUNTY SCHOOLS 2814 CAROLINA BEACH RD WILMINGTON, NC 28412 FLOOD INFORMATION:THIS PARCEL CONTAINS AREAS LOCATED IN SPECIAL FLOOD HAZARD ZONE "AE", AS DETERMINED BY FEMA FLOOD PANEL 3720324100K DATED AUGUST 28, 2018 DEED BOOK & PAGE:DB 5828, PG 1563 BUILDING INFORMATION CONSTRUCTION TYPE REF. APPENDIX B (ARCH.) NUMBER OF EXISTING BUILDINGS 1 NUMBER OF PROPOSED BUILDINGS 1 PROPOSED BUILDING SF 6,190 SF (FOOTPRINT) PROPOSED HEIGHT 20' MAX. N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L 0 3 1 5 9 1 R O BERT P. B A L L A ND 03/24/2023 NHCS Project No. 22-90458 Southeast Area Technical High School SCIF Grant Addition 5301 Sidbury Rd. Castle Hayne, NC 28429 © 2023 Sawyer Sherwood & Associate - All Rights Reserved Rev.Date Notes Construction Drawings Issue Date:April 10, 2023 Fi n a l D e s i g n - N o t I s s u e d f o r C o n s t r u c t i o n C4.0-A CIVIL DETAILS GUIDELINES FOR TEMPORARY SILT FENCE DETAIL NOT TO SCALE TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. #12-1/2 GUAGE 8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE 6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE BOTTOM STRAND MIN. #10 GUAGE LI N E W I R E S M I N . #1 2 - 1 / 2 G U A G E NOTES: 1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES W/12" STAY SPACING 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER 3. STEEL POST SHALL BE 5' 0" IN HEIGHT AND BE OF SELF FASTENER ANGLE STEEL TYPE STEEL POST FILTER FABRIC FILL SLOPE 18 " - 2 4 " 6" MIN. 3' - 0 " GROUND LINE 2' - 0 " ANCHOR FILTER FABRIC SKIRT AS DIRECTED BY THE ENGINEER 18"DIA.(6") BOLLARD FOOTING 42 " D E P T H 6" VA R I E S S E E P L A N 6" SECTION 'B' 12" X 12 " X SECTION 'D' SECTION 'C' XX 18 " M I N . 6"12" 6" X X 6"6" 12" 6" CONCRETE COMPACTED SUBGRADE TO 95% STANDARD PROCTOR 6" THK. MIN. CRUSHED STONE BASE OR AS SPECIFIED IN THE GEOTECH REPORT 6X6-2.9X2.9 WWM AT MID SLAB #5 BAR CONTINUOUS (TYP) EXIST. GR. FINISHED GRADE 6" DIAMETER CONC. FILLED BOLLARD - PAINTED CONC. FOOTING 4,000 PSI @ 28 DAY 12"DIA.(4") #5 BAR CONTINUOUS (TYP) 6X6-2.9X2.9 WWM AT MID SLAB 6" THK. CONCRETE 4000 PSI MIN. OR AS SPECIFIED IN THE GEOTECH REPORT 6" THK. MIN. CRUSHED STONE BASE OR AS SPECIFIED IN THE GEOTECH REPORT COMPACTED SUBGRADE 4,000 PSI CONCRETE DUMPSTER PAD DETAIL NOT TO SCALE GENERAL NOTES: 1.A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. 2.ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS. 3.A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB AND GUTTER AND ANY RIGID STRUCTURES. 4.IN SIDEWALKS AND PLAZA AREAS EXPANSION JOINTS ARE REQUIRED AT NO GREATER THAN 30' INTERVALS. 5.CONCRETE SHALL BE 3600 PSI. IN 28 DAYS. 3000 P.S.I. CONCRETE COMPACTED SUBGRADE CONCRETE SIDEWALK SECTION NOT TO SCALE SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS CONCRETE SIDEWALK DETAIL GROOVE JOINT (5' MAX. O.C.)1/8" RADIUS 1/8" 4" 3000 P.S.I. CONCRETE GROOVE JOINT (5' MAX. O.C.)1/8" RADIUS 1/8" 3" COMPACTED SUBGRADE TURF GRID SECTION (PUMP STATION AISLE) PLASTIC OR CONCRETE TURF FILLED WITH AGGREGATE AND/OR SOD (CONTRACTOR TO SUBMIT SHOP DRAWING) 4" WASHED #57 STONE WRAPPED IN GEOTEXTILE FABRIC COMPACTED SUBGRADE GROOVED CONTRACTION 1/2" EXPANSION JOINT- MAX. 50' O.C. & BETWEEN STRUCTURES JOINT 4" 5'-0" PLAN VIEW SECTION VIEW 1/4" PER FT. 3000 PSI CONCRETE RAD. 1/8" EXPANSION JOINT 1/2" JOINT CONTRACTION JOINT 1/8'' RADIUS, TYP. DUMMY GROOVE 1/8" 4"1" ASPHALT PAVEMENT 4' SIDEWALK DETAILS NOT TO SCALE PIPE BOLLARD DETAIL ELEVATION 18" 2' - 0 " 3' - 0 " NOT TO SCALE 6" DIA. STEEL PIPE FILLED WITH CONCRETE W/ TWO COATS OF PAINT FINISH CONC. TO DOME SHAPE W/ SMOOTH FINISH. SET POST IN CONCRETE SET POST IN CONC. COLOR BY OWNER 2.0" - SF9.5B 6.0" - COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE *98% OF THE SOILS STANDARD PROCTOR, ASTM D 698, MAXIMUM DRY DENSITY TO 8" DEPTH TYPICAL PAVEMENT REPAIR SECTION NOT TO SCALE 4" PAINTED LINE (TYP.) 8" DIAM. 1' - 4 " 10 " 1'- 1 0 " 8" 1'-2" 14"R ACCESSIBILITY GRAPHIC NOT TO SCALE HANDICAP SIGN DETAIL NOTES: 2. 1. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90. 5.TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A 8. 7. 6. SPACING BETWEEN LINES. ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH. CORNER RADIUS OF SIGNS SHALL BE 2.5" SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75" SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS BY 3M COMPANY. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED TRANSPARENT FILE #639. SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL" 4. 3. WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER. 9.MOUNT ON BUILDING OR METAL POST AS DIRECTED. NOT TO SCALE 12" PARKING RESERVED $ 250 MAXIMUM PENALTY 7' PAVEMENT/GRASS $ 250 PENALTY MAXIMUM 9" 9" 2" R7-8D 12"x9" 6" 18" MUTCD 12"x18" R7-8 R7-8a9"VAN PARKING RESERVED ACCESSIBLE 18" 2" 12"x6" 12" TR 36" RCP /FES INV: 23.91' 36" RCP /FES INV: 23.90' DI RIM: 26.41' DI RIM: 26.22' 24" RCP 30 30 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FM FM FM FM FM FM FM FM FM FM W W FM FM FM W W W W W W W W W W W W FM W W WM B CONSTRUCTION TRADES 103 OFFICE 104 TOILET105 GIRLS 108 CUSTODIAN106 HALL100 PANELPANEL PAN E L ELECTRICAL 109 CLASSROOM 101 CLASSROOM 102 BOYS 107 W W W W W W W W W W W W W W W W W W W W W W W (1)LBE (10)AF (13)DYH (18)LOR I - 4 0 SIDBURY R O A D O L D D A I R Y R O A D SIDBURY R O A D To W i l m i n g t o n -- > < - - T o B u r g a w EXISTING BUILDING NHCS Project No. 22-90458 Southeast Area Technical High School SCIF Grant Addition 5301 Sidbury Rd. Castle Hayne, NC 28429 © 2023 Sawyer Sherwood & Associate - All Rights Reserved Rev.Date Notes Construction Drawings Issue Date:April 10, 2023 Fi n a l D e s i g n - N o t I s s u e d f o r C o n s t r u c t i o n VICINITY MAP SCALE: 1"=1,000' SITE SITE INFORMATION PARCEL ID:R01800-003-012-000 PARCEL ADDRESS:5601 SIDBURY ROAD CASTLE HAYNE, NC 28429 CURRENT ZONING:R-15 EXISTING USE:SCHOOL FACILITY PROPOSED USE:SCHOOL EXPANSION PROJECT SITE AREA:+ 79.31 ACRES (+ 3,454,744 SF) OWNER INFORMATION:NEW HANOVER COUNTY SCHOOLS 2814 CAROLINA BEACH RD WILMINGTON, NC 28412 FLOOD INFORMATION:THIS PARCEL CONTAINS AREAS LOCATED IN SPECIAL FLOOD HAZARD ZONE "AE", AS DETERMINED BY FEMA FLOOD PANEL 3720324100K DATED AUGUST 28, 2018 DEED BOOK & PAGE:DB 5828, PG 1563 LANDSCAPING CALCULATIONS FOUNDATION PLANTINGS 1.FOUNDATION PLANTING AREAS REQUIRED TO BE 12% OF THE BUILDING FACE. 2.PORTIONS OF THE BUILDING USE FOR VEHICULAR ACCESS IS EXEMPT. REQUIRED AREA:599 SF = (97 FT X 18.5 FT BUILDING HEIGHT) + (112 FT X 18.5 FT) + (61 FT X 18.5 FT) X 12% PROVIDED AREA:684 SF INTERIOR PARKING LOT LANDSCAPING 1.ONE LANDSCAPE ISLAND WITH ONE TREE ADDED TO EXISTING PARKING LOT. NO PARKING LOT EXPANSION PROPOSED TO WARRANT ADDITIONAL PLANTINGS. STREET YARD LANDSCAPING 1.REQUIRED STREET YARD LANDSCAPING PROVIDED BY EXISTING VEGETATION. EXISTING HYDRANT, TYP. EXISTING TURF EXISTING TURF TO BE PLACED IN DISTURBED AREA, TYP. 1823 R E G I S T E R ED L A N D S C A P E A R C H ITECT N O R T H C A RO L I N A A L L I S O N H. EN G E B R E T SON 3/24/23 PROPOSED FOUNDATION PLANTING AREA PROPOSED FOUNDATION PLANTING AREAS PROPOSED PLANTER WALL WITH WOODEN BENCH NEW EDGE OF ASPHALT PROPOSED RETAINING WALL DESIGN BY OTHERS CANOPY TREES CODE QTY BOTANICAL / COMMON NAME SIZE LBE 1 ULMUS PARVIFOLIA CBOSQUEC BOSQUE LACEBARK ELM 2" CAL. (MIN.) SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER AF 10 AZALEA INDICA 'FORMOSA' FORMOSA INDICA AZALEA 7 GAL DYH 13 ILEX VOMITORIA CNANAC DWARF YAUPON 3 GAL LOR 18 LOROPETALUM C. CRUBYC RUBY LOROPETALUM 7 GAL GROUND COVERS CODE QTY BOTANICAL / COMMON NAME CONT JB 308 SF JUNIPERUS HORIZONTALIS 'BLUE RUG' BLUE RUG JUNIPER 1 GAL 3C O.C. TF 5,338 SF TURF - VARIETY TO MATCH EXISTING TURF ON SITE - PLANT SCHEDULE PUMP STATION AND TRANSFORMER FENCE EXISTING BOLLARDS TO REMAIN PROPOSED DUMPSTER ENCLOSURE FURTURE LANDSCAPE AREA BY OTHERS; MULCH THIS PHASE LANDSCAPE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 2.TREES SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 3.ALL PLANT MATERIAL SHALL MEET THE CURRENT VERSION OF THE AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARDS. 4.NO TREE, OTHER THAN THOSE SHOWN ON APPROVED PLANS FOR REMOVAL WITH THESE PLANS AND/ OR TREE REMOVAL PERMIT PLANS, SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ALL SHRUB BEDS AND/OR PLANTING AREAS EXCLUDING TURF AREAS SHALL BE MULCHED WITH 3 INCH MINIMUM AND 4 INCH MAXIMUM DEPTH PINE STRAW MULCH UNLESS OTHERWISE NOTED. 5.ALL PLANTS, 4 FEET OR LESS APART, WILL BE CONNECTED IN ONE PLANTING BED. ALL GROUPS OF PLANTS SHOULD BE WITHIN ONE PLANTING BED WITH THE EDGE OF MULCH EXTENDING 2 FEET BEYOND THE EDGE OF PLANT MASS. ALL SINGLE TREES (INCLUDING BOTH PROPOSED AND EXISTING TREES) SHOULD HAVE A CIRCLE OF MULCH NOT LESS THAN 5 FEET DIAMETER. 6.WEED BARRIER FABRIC SHALL BE INSTALLED BY LANDSCAPE CONTRACTOR IN ACME WAY AND CORPORATE DRIVE BUFFER LOCATIONS. 7.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE OR MAINTAINING THE SITE DURING CONSTRUCTION IN A MANNER THAT PROMOTES HEALTHY, VIABLE LANDSCAPE AND TURF MATERIAL. 8.PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS AND FERTILIZERS FOR HEALTHY,VIABLE PLANT MATERIAL IN THE QUANTITIES RECOMMENDED BY THE SOIL TESTING LABORATORY, THIRD PARTY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE OR AS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 9.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TESTING LABORATORY. 10.ANY AND ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. FAILURE IN OBTAINING APPROVAL MAY RESULT IN LIABILITY TO THE CONTRACTOR. 11.LANDSCAPE CONTRACTOR SHALL APPLY PRE AND POST EMERGENT HERBICIDES, FUNGICIDES, OR OTHER WEED CONTROL METHODS TO KEEP THE SITE FREE OF WEEDS FROM BEGINNING OF LANDSCAPE CONTRACTOR'S CONSTRUCTION TO TIME THE SITE IS TURNED OVER TO OWNER FOR MAINTENANCE. INSTALL WEED BARRIER FABRIC IN MULCHED AND PLANTED AREAS WITHOUT PRESERVED EXISTING VEGETATION FOR ADDITIONAL WEED CONTROL. THIS DOES NOT APPLY TO SEEDED OR SODDED AREAS. 12.IRRIGATION, IF PROPOSED, SHALL BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATION CONTRACTOR IN THE STATE OF NORTH CAROLINA. 12.1.AUTOMATED IRRIGATION PLANS AND SPECIFICATIONS FOR THE IRRIGATION DESIGN SHALL BE SUBMITTED TO THE OWNER OR OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION OF THE MATERIALS. 13.UNLESS OTHERWISE SPECIFIED BY OWNER OR OWNER'S REPRESENTATIVE, ALL DISTURBED AREAS TO BE SEEDED WITH PERM. SEED PER EROSION CONTROL PLANS AND/OR NOTES. 14.THE CONTRACTOR SHALL PREPARE ALL SEEDED OR SODDED AREAS TO ASSURE THAT THE SUBGRADE HAS BEEN RAKED AND ROLLED TO ACCEPT THE SOD/SEED. FINE GRADE AS NEEDED. LANDSCAPE CONTRACTOR TO COORDINATE ROUGH GRADE SCHEDULE WITH GENERAL CONTRACTOR AND NOTIFY OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN GRADE OR TIMELINE. ALL SOD/SEED AREAS MUST BE IRRIGATED OR HAND WATERED. ALL SOD SHALL BE PLACED WITH STAGGERED JOINTS AND NO GAPS BETWEEN SOD JOINTS. SOD SHOULD BE ROLLED AFTER INSTALLATION. ALL SEEDED AND/OR SODDED AREAS SHOULD PROVIDE A SMOOTH SURFACE FREE OF DIPS AND UNLEVELED GROUND. 15.LANDSCAPE CONTRACTOR TO VERIFY OWNER'S SEED OR SOD PREFERENCE PRIOR TO THE CONTRACTOR ORDERING OR INSTALLING TURF GRASS. 16.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE AT INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT DISTANCE TRIANGLE. 17.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE AT INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT DISTANCE TRIANGLE. 18.CONTRACTOR IS RESPONSIBLE FOR REMOVING TRASH, DEBRIS AND EXCESS MATERIALS FROM THE JOB SITE ONCE THE PROJECT IS COMPLETE. SECURING ANY MATERIALS LEFT ON SITE DURING THE COURSE OF THE PROJECT IS THE CONTRACTOR'S RESPONSIBILITY. 19.THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT MATERIAL FOR A PERIOD OF 12 MONTHS OF ACCEPTANCE OF THE INSTALLED MATERIAL FROM THE OWNER OR OWNER'S REPRESENTATIVE. CONTRACTOR SHALL REPLACE PLANTS WITHIN 1 MONTH OF NOTIFICATION OF THE NEED FOR PLANT REPLACEMENT. 20.NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE PLANS AND SITE CONDITIONS PRIOR TO ORDERING MATERIALS, PERFORMING WORK, OR INSTALLING MATERIALS. SIDEWALK MODIFIED & TURF EDGE WORKED TO NEW SIDEWALK L1.0-A Landscape Plan TURFSTONE PAVERS