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Scotts Hill Wawa #6129 Site Plan_2nd Submittal05/03/2024 SITE CONSTRUCTION PLANS FOR WAWA - #6132 9010 SENCA DRIVE WILMINGTON, NC 28411 WAWA SITE DEVELOPMENT SUMMARY: NEW HANOVER COUNTY SITE DEVELOPMENT SUMMARY: PROJECT CONTACT LIST: SITE LOCATION NORTH VICINITY MAP: SCALE: 1" = 200' RELEASED FOR STAKEOUT KIMLEY-HORN AND ASSOCIATES, INC. PLAN REVISIONS CA001CA001 CO V E R S H E E T © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 UDO SECTION 4.3.4.1.2 FOR FUEL SALES: GENERAL EROSION CONTROL NOTES GENERAL UTILITY NOTES AS-BUILTS/RECORD DRAWINGS 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE PROJECT STATE WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SEALED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE PROJECT STATE DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS. THE RECORD DRAWINGS SHALL BE PREPARED TO THE SAME LEVEL OF DETAILS AS PROVIDED ON THE DESIGN DRAWINGS. 3.THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER AND OWNER RECORD DRAWINGS IN BOTH PDF AND AUTOCAD FORMAT FOR ALL PAVING, GRADING, AND STORMWATER BMPS, AND STORMWATER DRAINAGE PIPES AND STRUCTURES AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 4.THE CONTRACTOR SHALL PROVIDE A SEPARATE UTILITY RECORD DRAWING IN AUTOCAD AND PDF FORMAT. THE RECORD DRAWINGS SHALL VERIFY ALL DESIGN INFORMATION INCLUDED ON THE DESIGN PLANS. 5.IN ADDITION TO THE OWNER AND ENGINEER REQUIRED SURVEYS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL RECORD DRAWINGS AND AS-BUILT INFORMATION AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 1.PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST CLEARLY DELINEATE AND MARK OFF AREAS TO BE PROTECTED, AS IDENTIFIED IN THE SWPPP OR IN THE FIELD, (INCLUDING BUT NOT LIMITED TO STREAMS/WETLANDS, NATURAL BUFFERS, TREE, HABITATS OF ENDANGERED/THREATENED SPECIES, HISTORIC PROPERTIES, ETC.) 2.THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 3.BMPS PROPOSED FOR SITE DEVELOPMENT HAVE BEEN DESIGNED TO ADDRESS CONSTRUCTION STORMWATER RUNOFF. IN THE EVENT THE BMPS BECOME INEFFECTIVE AT PREVENTING SEDIMENT FROM LEAVING THE SITE, IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT ADDITIONAL BMPS.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN BMPS AS DESCRIBED IN THE GENERAL PERMIT. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR. 4.CONTRACTOR SHALL REVIEW THE GENERAL PERMIT PRIOR TO COMMENCING CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED PLANS AND GENERAL PERMIT ON SITE AT ALL TIMES. 5.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A FINE. 6.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE STATE WHICH THE WORK IS PERFORMED. 7.THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE STATE EROSION AND SEDIMENT CONTROL REGULATIONS, 8.ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT. 9.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE. 10.CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OF DISTURBANCE TO THE FLOW OF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY, CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITH THE PHASING OF THE PAVEMENT REPLACEMENT. 11.POST CONSTRUCTION STORM WATER POLLUTION CONTROL MEASURES INCLUDE STABILIZATION BY PERMANENT PAVING, DRAINAGE SYSTEM STRUCTURE, OR LANDSCAPING. 12.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 13.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 14.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. 15.THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 16.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING. 17.ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802), AND AS REQUIRED BY THE GENERAL PERMIT. 18.THE CONTRACTOR SHALL MAINTAIN JURISDICTIONALLY REQUIRED BUFFERS OF UNDISTURBED NATURAL VEGETATION BETWEEN THE DISTURBED PORTIONS OF THE SITE AND SURFACES WATERS AT ALL TIMES. BUFFERS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 19.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. 20.CONTRACTOR SHALL PLACE EROSION CONTROL BLANKET (NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL) ON ALL SITE AREAS WITH SLOPES GREATER THAN 2:1, AND IN THE BOTTOM AND SIDE SLOPES OF ALL SWALES, UNLESS OTHERWISE NOTED ON THE PLANS. 21.ALL DRAINAGE SWALES MUST BE GRADED AND RIP-RAP MUST BE REPLACED AS REQUIRED TO CONTROL EROSION. RIP-RAP WILL CONSIST OF 50 - 125 POUND STONES PLACED AT ALL OUTFALLS, AND WHERE NOTED ON CONSTRUCTION DRAWINGS. 22.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR ADDITIONAL CONTRACTOR LAYDOWN AREA. CONTRACTOR TO COORDINATE WITH ENGINEER DURING CONSTRUCTION. THE LIMITS OF DISTURBANCE SHOULD CONTAIN ANY ADDITIONAL LAYDOWN AREAS. IF ADDITIONAL LAYDOWN AREA IS NEEDED OUT SIDE THE LIMITS OF DISTURBANCE, A REVISED EROSION CONTROL PLAN SHOULD BE REVIEWED AND PERMITTED. 23.PUMPING SEDIMENT LADEN WATER INTO ANY STORMWATER FACILITY THAT IS NOT DESIGNATED TO BE A SEDIMENT TRAP, DRAINAGEWAY, OR OFFSITE AREA EITHER DIRECTLY OR INDIRECTLY WITHOUT FILTRATION IS PROHIBITED. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. WATER REMOVED FROM TRAPS, BASINS, AND OTHER WATER HOLDING DEPRESSIONS OR EXCAVATIONS MUST FIRST PASS THROUGH A SEDIMENT CONTROL AND/OR FILTRATION DEVICE. WHEN DEWATERING DEVICES ARE USED, DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION. 24.ALL TEMPORARY STORMWATER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED.TRAPPED SEDIMENT AND OTHER DISTURBED SOILS RESULTING FROM TEMPORARY MEASURES SHALL BE PROPERLY DISPOSED OF PRIOR TO PERMANENT STABILIZATION. 25.SOIL STOCKPILES SHALL NOT BE LOCATED IN A DRAINAGE WAY, STOCKPILES , FLOOD PLAIN AREA, OR A DESIGNATED BUFFER. ALL STOCKPILES SHALL BE IMMEDIATELY STABILIZED AS REQUIRED BY THE GENERAL PERMIT. GENERAL ACCESSIBILITY NOTES 1.THE CONTRACTOR SHALL REVIEW ALL APPLICABLE STATE AND LOCAL GUIDELINES AS THEY APPLY TO THE ACCESSIBILITY AND SIGNAGE. 2.ALL CONSTRUCTION SHALL BE VERIFIED BY THE CONTRACTOR TO BE IN COMPLIANCE WITH LOCALLY ADOPTED ACCESSIBILITY REGULATIONS. ANYTHING FOUND NOT IN COMPLIANCE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 3.THE PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED COMPLIANT WITH THE LATEST EDITION OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY THE DEPARTMENT OF JUSTICE, UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER, SURVEYOR, OR ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE. 4.CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 5.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH OF THE CURB RAMP, NOT INCLUDING FLARES. 6.ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION. 7.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. 8.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ACCESSIBLE SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA COMPLIANCE ISSUES. GENERAL NOTES 1.ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR MUST OBTAIN ALL PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2.THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF PERMITS COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY REGULATORY AGENCY REPRESENTATIVES. 3.THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 4.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 5.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A CORNERSTONE PROFESSIONAL LAND SURVEYING. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODE AND THE OWNER. 7.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE STATE DEPARTMENT OF TRANSPORTATION STRUCTURE STANDARDS AND REGULATIONS (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 9.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES AND O.S.H.A. STANDARDS. IN THE EVENT THE REGULATIONS DO NOT AGREE, THE MOST STRINGENT SHALL GOVERN. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION'S SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. AREAS TO BE DISTURBED SHALL BE IMPROVED PER THE CIVIL PLANS OR RESTORED TO THEIR ORIGINAL OR BETTER CONDITION. CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT ARE DAMAGED DURING CONSTRUCTION TO THE EXISTING OR BETTER CONDITION. 11.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 12.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 14.ALL WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 15.TRAFFIC CONTROL ON ALL STATE, LOCAL, AND COUNTY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. GENERAL PAVING NOTES 1.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN PROPOSED PAVEMENT, EXISTING PAVEMENT AND ANY STRUCTURES. 2.THE PROPOSED SPOT ELEVATIONS SHOWN ARE FINISHED ELEVATIONS INCLUDING ASPHALT AND CONCRETE. REFER TO PAVEMENT SECTIONS AND CURB DETAILS TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 3.ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL REVIEW THE RECCOMENDATIONS OF THE GEOTECHNICAL ENGINEER PRIOR TO PAVING. 4.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 5.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTIONAL RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR STATE DEPT. OF TRANSPORTATION SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 6.ALL ON-SITE STRIPING IS TO BE PAINTED, UNLESS OTHERWISE NOTED. ALL STRIPING IN PUBLIC RIGHT-OF-WAY TO BE THERMOPLASTIC STRIPING. 7.TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH OF THE WALK. 8.EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL, COLUMN, ETC. 9.CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 X THE WIDTH OF THE WALK. 10.CONTRACTOR SHALL COORDINATE PAVING IMPROVEMENTS TO AVOID TIRE MARKS FROM CONSTRUCTION ACTIVITY. FINAL PAVING SHALL BE AS SMOOTH AS POSSIBLE AND FREE FROM ANY CRACKS, SCRAPES, GOUGES, TIRE MARKS, ETC. CAUSED DURING CONSTRUCTION. 11.ALL NEW CONCRETE SHALL BE DOWELED INTO ALL EXISTING CONCRETE (PAVING, SIDEWALKS, CURB, ETC.). ALL STRUCTURES SHALL BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINAL PAVEMENT. GENERAL DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR DEMOLITION AND HAUL-OFF FROM THE APPROPRIATE AUTHORITIES. THESE FEES SHALL BE INCLUDED WITH THE BID. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION. 2.DEMOLITION AS DEPICTED ON THE DEMOLITION PLAN IS INTENDED TO DESCRIBE GENERAL DEMOLITION AND UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK. 3.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND LAWFUL DISPOSAL OF ALL STRUCTURES, PAVING, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS NECESSARY. 4.ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR ONLY AFTER NOTIFICATION OF THE ENGINEER AND AUTHORIZATION TO PROCEED IS GIVEN BY THE OWNER. 5.THE CONTRACTOR SHALL PUMP OUT BUILDING FUEL AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELY LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH FEDERAL AND STATE REQUIREMENTS ONLY AFTER NOTIFICATION OF THE ENGINEER AND AUTHORIZATION TO PROCEED IS GIVEN BY THE OWNER. 6.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ALL EXISTING FACILITIES AND OUTLOTS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE SERVICE PROVIDERS AND COORDINATION THROUGH THE PROPERTY OWNER(S). THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 7.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 8.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. THE ITEMS SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 10.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONTRACTOR SHALL CONSULT THE ENGINEER AND OWNER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. 11.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE OWNER. 12.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING BUSINESSES AND PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING IMPROVEMENTS AND CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITH THE OWNER(S)/ LEASEE(S) PRIOR TO ANY CONSTRUCTION TO ESTABLISH CUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES. 13.SHOULD CONSTRUCTION ACTIVITIES DAMAGE EXISTING FEATURES, THE CONTRACTOR SHALL REPLACE THE FEATURES WITH NEW MATERIALS. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 14.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACES. FINISHED SURFACES TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED. SAW CUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAW CUT EXISTING PAVEMENT AT THE RIGHT-OF-WAY. SAW CUTS SHALL BE MADE FULL DEPTH THROUGH THE EXISTING PAVEMENT. DISCARDED PAVEMENT SHALL BE REMOVED WITHOUT UNDERMINING THE EXISTING PAVEMENT. IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR. 15.CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. CONTRACTOR SHALL COORDINATE/PHASE ALL CONSTRUCTION ACTIVITY WITHIN PROXIMITY OF THE BUILDING AND UTILITY INTERRUPTIONS WITH THE PROPERTY OWNERS AND UTILITY PROVIDERS TO MINIMIZE DISTURBANCE AND INCONVENIENCE. 16.ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR. 17.ANY WATER WELLS ENCOUNTERED ARE TO BE BROUGHT TO THE PROJECT ENGINEER'S ATTENTION IMMEDIATELY AND PROPERLY ABANDONED BY A LICENSED WELL DRILLER. 18.ANY SEPTIC SYSTEMS ENCOUNTERED SHALL BE BROUGHT TO THE THE PROJECT ENGINEER'S ATTENTION IMMEDIATELY AND SHALL BE PROPERLY DEMOLISHED. 19.ALL MONITORING WELLS ENCOUNTERED ARE TO BE BROUGHT TO THE PROJECT ENGINEER'S ATTENTION IMMEDIATELY AND SHALL BE PROPERLY PROTECTED UNLESS OTHERWISE NOTED. GENERAL GRADING NOTES 1.ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR MUST OBTAIN ALL PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3.ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 4.CONTRACTOR SHALL REVIEW, UNDERSTAND AND IMPLEMENT ALL REQUIRED EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO ANY DISTURBANCE. 5.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 6.THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS 7.ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SEEDED. 8.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE GEOTECHNICAL ENGINEERS SPECIFICATIONS. FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 9.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS. 10.FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12-INCHES. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 11.WHERE GRADE MODIFICATIONS ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 12.ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SEEDED UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN. 13.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 14.STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER. 15.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DEPARTMENT OF TRANSPORTATION STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 16.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 17.ALL CUT OR FILL SLOPES SHALL BE 3 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 18.SEED MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 19.THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 20.GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING. 21.ALL SOIL USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS. 22.UNSUITABLE FILL BENEATH BUILDING PADS AND PAVED SURFACES MUST BE EXCAVATED AND REPLACED AS RECOMMENDED BY A GEOTECHNICAL ENGINEER. 23.ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO A MINIMUM DENSITY OF 98 PERCENT OF ASTM D-698 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS DIRECTED BY A GEOTECHNICAL ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 8" LIFTS. IN AREAS WHERE ROCK IS ENCOUNTERED AT FINAL SUB GRADE ELEVATION, THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND (P.I. BETWEEN 4 AND 15) AS NEEDED TO PROVIDE A SMOOTH SURFACE FOR PAVING. STORMWATER NOTES 1.REFER TO GENERAL UTILITY NOTES FOR ADDITIONAL REQUIREMENTS PERTAINING TO UNDERGROUND UTILITY AND STORMWATER PIPE INSTALLATION. 2.ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR MUST OBTAIN ALL PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3.PIPE LENGTHS, GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE ONLY. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. 4.ALL STORM PIPE INSTALLED SHALL BE CLASS III RCP, UNLESS SPECIFICALLY NOTED OTHERWISE. EXISTING STORMWATER PIPE MATERIALS, MODIFIED, DAMAGED OR DEFORMED, ETC. SHALL NOT BE REUSED UNLESS SPECIFICALLY DIRECTED BY THE ENGINEER. 5.ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENT AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 6.ALL PIPES SHALL BE BEDDED PER MANUFACTURER'S RECOMMENDATIONS. 7.ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED WITH (4) SIDED BEARING HEAVY DUTY H-20 RATED TRAFFIC RIMS AND GRATES. 8.ALL CLEANOUT COVERS WITHIN THE PAVEMENT SECTIONS SHALL BE RATED FOR HEAVY DUTY TRAFFIC (H-20 RATED). 9.WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED WITH #78 STONE. 10.CONTRACTOR SHALL PROVIDE CATCH BASIN INLET PROTECTION ON ALL EXISTING AND PROPOSED INLETS UNTIL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 11.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS. 12.GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING. 13.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN PROPOSED PAVEMENT AND EXISTING PAVEMENT AND STORM STRUCTURES 14.DURING CONSTRUCTION AND AFTER FINAL GRADING, NO SURFACE WATER RUNOFF MAY BE DIRECTED TO ADJACENT PROPERTIES, AND ALL SURFACE WATER RUNOFF MUST BE ROUTED TO APPROVED DRAINAGE FACILITIES OR BE RETAINED ON SITE. ALL RUNOFF FROM THE SITE, BOTH DURING AND AFTER CONSTRUCTION, MUST BE FREE OF POLLUTANTS, INCLUDING SEDIMENT, PRIOR TO DISCHARGE. WATER DISTRIBUTION NOTES 1.CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGS BASED ON ARCH / MECHANICAL, ELECTRICAL AND PLUMBING PLANS. 2.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 3.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 48 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 4.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 5.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF FITTINGS AND APPURTENANCES ROUNDED TO THE NEAREST FOOT. 6.WATER LINES SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLANS: 6" AND LARGER, PVC C-900, DR-18, PER ASTM D 2241 6" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 7.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING IF DICTATED BY THE AUTHORITY HAVING JURISDICTION. 8.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS REQUIRED BACKFLOW PREVENTER. 9.BACKFLOW PREVENTION ASSEMBLIES TO BE INSTALLED ABOVE-GROUND SHALL BE INSTALLED WITHIN INSULATED ENCLOSURE AND PER JURISDICTIONAL REQUIREMENTS. ENCLOSURES SHALL INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER. CONTRACTOR SHALL ENSURE THE BACKFLOW PREVENTION ASSEMBLY AND ENCLOSURE IS INSTALLED OUTSIDE OF SIGHT DISTANCE TRIANGLES AT INTERSECTIONS WITH VEHICULAR TRAVEL WAYS. 10.ALL BACKFLOW PREVENTERS SHALL BE HEATED. 1.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ENCROACHMENT AGREEMENT PERMIT, AS REQUIRED, TO CONSTRUCT UTILITY CONNECTIONS. 2.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 3.REFER TO ARCHITECTURAL /MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES. 4.THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 72 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT 811 FOR THE IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE. 5.EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY FOR DIRECTIONS. 7.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 72 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE UTILITY PROVIDER FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. THE CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH OWNER(S) AND RESPECTIVE UTILITY COMPANY REPRESENTATIVE. 8.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 9.CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC,TELEPHONE, SEWER, WATER, AND COMMUNICATION CONDUITS.PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN. 10.ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL POWER COMPANY STANDARDS. 11.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 12.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. 13.WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALL AS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 15.ALL PROPOSED STUBS SHALL BE CAPPED AND SHALL BE PROVIDED WITH FIELD MARKERS. 16.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY OTHERS). 17.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY OTHERS). 18.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, SURVEYED, AND APPROVED BEFORE BACKFILLING. 19.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 20.ALL CONDUIT SHALL BE INSTALLED PER CURRENT NATIONAL ELECTRIC CODE (N.E.C.) AND MANUFACTURER REQUIREMENTS. 21.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 22.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES GRAVITY SEWER LINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 23.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 24.ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK FILLING, SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY DUCTILE IRON PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER, OWNER, OR INSPECTOR RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 25.WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 26.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 27.UNDERGROUND WATER AND SANITARY SEWER LINES SHALL BE SURVEYED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE PROJECT STATE PRIOR TO BACK FILLING. 28.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION, PRESSURE TESTS, AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDERS, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 29.IF DETERMINED NECESSARY BY THE LOCAL JURISDICTION, THE CONTRACTOR SHALL ABANDON EXISTING WATER METERS. CUT THE CORPORATION STOP OFF, AND AIR-GAP THE SERVICES. 30.UNDERGROUND UTILITY, INCLUDING STORMWATER PIPES, SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A.NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME. B.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. SANITARY SEWER NOTES 1. CONTRACTOR TO LOCATE LATERAL CONNECTIONS TO BUILDING PER PLUMBING PLANS. 2. PLACE CLEAN-OUTS ON SANITARY SEWER LATERALS AS REQUIRED BY PLUMBING CODE. 3.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES AND ARE ROUNDED TO THE NEAREST FOOT. 4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL. 5.SANITARY SEWER PIPE SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLANS: 6" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP 6" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 12' DEEP 4" PVC SCHEDULE 40 DUCTILE IRON PIPE PER AWWA C150 6.WHENEVER VERTICAL DISTANCE BETWEEN OUTGOING AND INCOMING SEWERS IS MORE THAN 2 FEET AN OUTSIDE DROP MANHOLE SHALL BE INSTALLED. 7.SANITARY SEWER STRUCTURES SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLANS: 48" DIAMETER PRECAST CONCRETE MANHOLE PER ASTM C478. 48" DIAMETER PRECAST POLYETHYLENE IN ACCORDANCE WITH ASTM D1248. MANHOLES SHALL HAVE A COMPRESSIVE STRENGTH THAT MEETS ASTM D2412. 8.ALL MANHOLES AND CLEANOUTS SHALL BE H20 TRAFFIC GRADE AND RATED WITH HEAVY DUTY COVERS AND FRAMES PER THE SAME STANDARD. CONSTRUCTION TESTING 1.IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL TESTS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 2.IF DETERMINED BY THE OWNER, THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONSTRUCTION TESTING. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR REQUIRED CONSTRUCTION TESTING. 3.TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE SPECIFICATIONS. 4.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY. 5.EACH BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED BY A JURISDICTIONALLY-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE. TREE PROTECTION NOTES 1.THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. 2.NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. 3.NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. 4.TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION. CA002CA002 GE N E R A L N O T E S © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 SBS II, LLC Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e PL A T T I N G P L A N SV102 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 Coble McFayden Investments, LLC SBS II, LLC Novant Health lot 3 Area Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e 40 30 3 0 35 40 3 5 4 5 (POB) DE M O L I T I O N A N D E R O S I O N & S E D I M E N T C O N T R O L PL A N CE101 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 GENERAL NOTES LEGEND NC G 0 1 F O R M S CE102 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 ER O S I O N & S E D I M E N T CO N T R O L N A R R A T I V E CE103 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 PROJECT DESCRIPTION EXISTING SITE CONDITIONS ADJACENT AREAS — — CRITICAL AREAS EROSION AND SEDIMENT CONTROL MEASURES OFF-SITE AREAS MANAGEMENT STRATEGIES / SEQUENCE OF CONSTRUCTION EROSION AND SEDIMENT CONTROL NARRATIVE SOILS CONTACT INFORMATION SBS II, LLC Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N SI T E P L A N CS101 GENERAL NOTES KEYNOTES NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N TR U C K E X H I B I T CS102 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 SBS II, LLC Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N GR A D I N G P L A N CG101 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 LEGEND GENERAL NOTES VERTICAL DATUM: NAVD88 SBS II, LLC Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N AD A C O M P L I A N C E P L A N CG102 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 LEGEND GENERAL NOTES VERTICAL DATUM: NAVD88 SBS II, LLC Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N STORM DRAIN PIPE TABLE STORM DRAIN STRUCTURE TABLE STORM DRAIN PIPE TABLE DR A I N A G E P L A N CD101 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 SBS II, LLC Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N 1+66 0+00 1+00 0+ 0 0 1+00 1+8 6 0+00 1+00 2 + 0 0 3+ 0 0 3+ 2 8 0+ 2 4 0+ 0 0 0 + 0 0 0 + 8 2 DRAINAGE 17 TO EX2 STA: -0+25.00 TO STA: 2+25.00 DRAINAGE 19 TO 18 STA: -0+25.00 TO STA: 0+75.00 DRAINAGE 10 TO EX2 STA: -0+25.00 TO STA: 2+25.00 DRAINAGE 01 TO EX1 STA: -0+25.00 TO STA: 3+75.00 DRAINAGE 20 TO 15 STA: 0+00.00 TO STA: 0+96.45 DR A I N A G E P R O F I L E S CD102 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 Coble McFayden Investments, LLC SBS II, LLC Novant Health lot 3 Area Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e 40 30 3 0 35 40 3 5 4 5 (POB) U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N LA N D C O V E R S U M M A R Y CD201 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 LEGEND Coble McFayden Investments, LLC SBS II, LLC Novant Health lot 3 Area Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e 40 30 3 0 35 40 3 5 4 5 (POB) DR A I N A G E A R E A M A P CD202 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 ST O R M C A D R E S U L T S CD203 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 SBS II, LLC Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N UT I L I T Y P L A N CU101 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 GENERAL NOTES KEYNOTES SBS II, LLC Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N SANITARY 01 TO EX1 STA: -0+25.00 TO STA: 2+25.00 SANITARY 10 TO 03 STA: -0+25.00 TO STA: 0+75.00 SANITARY SEWER STRUCTURE TABLE SANITARY SEWER PIPE TABLE UT I L I T Y P R O F I L E S CU102 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 A LANDSCAPEDBITUMINOUS A EMERGENCY FUEL PUMP SHUT-OFF ADA PARKING SIGNAGE PENALTY $100-$500 FINE TOW-AWAY ZONE AIR PUMP STANDARD DETAIL AIR PUMP PARKING DETAIL AIR PUMP PARKING SIGN DETAIL EMERGENCY PUMP SHUTOFF ("E-STOP") DETAIL ADA PARKING SPACE STRIPING DETAIL BOLLARD DETAIL AUGER BORE AUGER BORE AUGER BORE BOLLARD SPACING/DIMENSION DETAIL MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL WAWA SITE DETAILS VAN ACCESSIBLE RESERVED PARKING LIGHT POLE W/ STANDARD ANCHORING DETAIL SIGN POST VAN VAN VAN ST A N D A R D D E T A I L S CS501 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 WAWA DEVELOPER DETAILS LEGEND: NOTES: NOTES: WAWA DEVELOPER LEGEND: ” ” ” ” ” ” ” “” ” “” ” ” ”” “” ” TYPICAL CONCRETE JOINT PLAN DETAIL WAWA PAVEMENT DETAILS TYPICAL "PAD COMPLETE" DELIVERY DETAIL TYPICAL "PAD READY" DELIVERY DETAIL WAWA LANDSPACE SPECIFICATIONS WAWA PAVEMENT DETAILS CONCRETE SIDEWALK ” ST A N D A R D D E T A I L S CS502 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 WAWA UTILITY DETAILS WAWA FENCE DETAILS ONE WAY CLEAN-OUT DETAIL TWO WAY CLEAN-OUT DETAIL GREASE TRAP DETAIL CHAIN LINK FENCE DETAIL ST A N D A R D D E T A I L S CS503 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 ST A N D A R D D E T A I L S CS504 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 ST A N D A R D D E T A I L S CS505 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 ST A N D A R D D E T A I L S CS506 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 1" REBAR FOR BAG REMOVAL FROM INLET FILTER BAG DUMP LOOPS GRATE GRATE HOOD CATCH BASIN OUTLET NOTES: 1.INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. 2.FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. 3.FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE DIRECTION OF THE ENGINEER. 4.FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. 5.FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). 6.FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR DOT ROADS. Not to Scale CATCH BASIN INLET PROTECTIONIP WIRES INTERMEDIATEMIN. 12-1/2 GA. GRADE SILT FENCE GEOTEXTILE FABRIC WOVEN WIRE FABRIC GRADE FILL SLOPE DIRECTED BY ENGINEER * ANCHOR SKIRT AS OVER SKIRT * 6" MIN. COVER 8' MAX. LINE WIRES MIN. 10 GA. 26 " 3' - 0 " 2'- 0 " NOTE: VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST * FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE. FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. CONSTRUCTION SPECIFICATIONS MATERIALS 1.USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62B. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120° F. 2.ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC. 3.FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. CONSTRUCTION 1.CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. 2.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) 3.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 4.SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 5.WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 6.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 7.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 8.PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. 9.BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. 10.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. MAINTENANCE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SILT FENCE FABRIC INSTALLED TO SECOND WIRE FROM TOP - USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW -END OF SILT FENCE - - NEEDS TO BE TURNED UPHILL. 32 " M I N . WI D T H Not to Scale TEMPORARY SILT FENCESF PERMANENT SEEDINGPS TSTS TS OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES MOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15 BELOW 2500 FT: FEB. 1 - MAY 1 PIEDMONT - JAN. 1 - MAY 1 COASTAL PLAIN-DEC. 1 - APR. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 lb/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE YARD, NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR PAPER NETS STAPLED OVER THE MULCH ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS, OR A MULCH ANCHORING TOOL SUCH AS A DISK SET NEARLY STRAIGHT. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. SEEDING MIXTURE SPECIES RATE (lb/ACRE) RYE (GRAIN) 120 ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS) 50 SEEDING MIXTURE SPECIES RATE (lb/ACRE) RYE (GRAIN) 120 SEEDING DATES MOUNTAINS-AUG. 15 - DEC. 15 COASTAL PLAIN AND PIEDMONT-AUG. 15 - DEC. 30 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 lb/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE YARD, NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR PAPER NETS STAPLED OVER THE MULCH ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS, OR A MULCH ANCHORING TOOL SUCH AS A DISK SET NEARLY STRAIGHT. MAINTENANCE REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. SEEDING MIXTURE SPECIES RATE (lb/ACRE) GERMAN MILLET 40 IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 lb/ACRE. SEEDING DATES MOUNTAINS-MAY 15 - AUG. 15 PIEDMONT-MAY 1 - AUG. 15 COASTAL PLAIN-APR. 15 - AUG. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 lb/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE YARD, NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR PAPER NETS STAPLED OVER THE MULCH ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS, OR A MULCH ANCHORING TOOL SUCH AS A DISK SET NEARLY STRAIGHT. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR PLOWING TO DEPTH OF SIX INCHES SO AS TO PRODUCE A LOOSE, FRIABLE SURFACE. REMOVE ALL STONES, BOULDERS, STUMPS, OR DEBRIS FROM THE SURFACE WHICH WOULD PROHIBIT GERMINATION OR PLANT GROWTH. INCORPORATE INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10 FERTILIZER PLUS 500 POUNDS OF 20-PERCENT SUPERPHOSPHATE PER ACRE AND TWO TONS OF DOLOMITIC LIME PER ACRE UNLESS SOIL TESTS INDICATE THAT A LOWER RATE OF LIME CAN BE USED. SEED AREA AND INSTALL EROSION CONTROL MATTING PER MANUFACTURER'S DETAIL. MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND EITHER CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400 GALLONS PER ACRE OR EMULSIFIED ASPHALT AT 300 GALLONS PER ACRE.PERMANENT SEEDING SEEDING MIXTURE SOFT RED WINTER WHEAT 50 SPECIES RATE (lb/ACRE) RIVIERA BERMUDA (HULLED) 25 RIVIERA BERMUDA (UNHULLED) 25 "COOL SEASON" SEPTMEBER 1 - FEBRUARY 28 GERMAN, BROWN TOP, 50 SPECIES RATE (lb/ACRE) OR FOX TAIL MULLET RIVIERA BERMUDA (HULLED) 50 "WARM SEASON" MARCH 1 - AUGUST 31 PERMANENT SEEDING IN AREAS RECEIVING EROSION CONTROL MATTING OVERALL SITE SEEDING, SPRIGGING, AND SODDING SEED, SPRIGG, & SOD ALL DISTURBED AREAS IN ACCORDANCE WITH LAWNS AND GRASSES SPECIFICATIONS AND L104 (SODDING AND SPRIGGING PLAN). SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. TEMPORARY SEEDING LATE WINTER/EARLY SPRING TEMPORARY SEEDING SUMMER TEMPORARY SEEDING FALL Not to Scale TEMPORARY AND PERMANENT SEEDING ER O S I O N & S E D I M E N T CO N T R O L D E T A I L S CE501 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 SBS II, LLC Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N SBS II, LLC Novant Health lot 3 Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e (1) UE (1) UE(1) UE (2) UE (1) UE (10) NP (10) AK (1) QW (2) UE (1) AA (2) UE (2) QW (2) QW (153 sf) R8 (298 sf) R8 (67) LB (3) IN (3) PV (3) IN (7) NP (6) JB (289 sf) R8 (33 sf) R8 (191 sf) R8 (213 sf) R8 (3) IA (16) IC (4) IA (139 sf) R8 (5 sf) R8 (5) PS (5) LW (5) PS (5) LW (2) QS (3) LW (10) NW (25) LR (22) AK (1) UE (3) LW (8) AK(6) IN(4) AA (1) ACS (16) AK (6) IN (11) LR (4) ACS (5) AA (4) QS (14) IN2 (6) LR KEYNOTES LANDSCAPE NOTES PLANT SUBSTITUTIONS IRRIGATION NOTES EXISTING UTILITIES LA N D S C A P E P L A N CP101 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C SEE SHEET CP502 FOR PLANT SCHEDULE AND LANDSCAPE CALCULATIONS LA N D S C A P E N O T E S A N D DE T A I L S CP501 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C PLANTING SPECIFICATIONS 1.DELIVERY, HANDLING, AND STORAGE: A.Deliver packaged materials in manufacturer's unopened containers or bundles, fully identified with name, brand, type, weight, and analysis. Store packaged materials in such a manner as to prevent damage or intrusion of foreign matter. B.Dig balled and burlapped (B& B) plants with firm, natural balls of earth, of a diameter not less than recommended by the American Standard for Nursery Stock, and of sufficient depth to include the fibrous and feeding roots. B&B plants will not be accepted if the ball is cracked or broken before or during planting operation. C.Deliver trees and shrubs after preparations for planting have been completed. Do not bend, bind, or tie trees or shrubs in such a manner as to damage bark, break branches or destroy natural shape. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist by heeling-in bare root stock and covering plant balls with soil, peat moss or other acceptable material for balled stock. Plants shall be kept well watered and shall not remain unplanted for longer than ten (10) days after delivery. D.Plants shall be lifted and handled from the bottom of the ball only. E.Do not remove container-grown stock from containers until planting time. 4.DRAINAGE: Before planting, determine that areas to receive plant material have adequate subdrainage. A.The landscape contractor is responsible for drainage tests as necessary to identify any problems prior to beginning planting operations. Upon commencement of planting operations the landscape contractor assumes responsibility for soil conditions. B.Dig planting pits to full depth and dimensions indicated on drawings. C.At bottom of planting pit, excavate rectangular pit 12 inches by 12 inches by 18 inches deep. Quickly pour water into pit to a depth of 6 inches (approximately 3-3 3/4 gallon). Note time required for water to be completely absorbed. Divide time noted by 6 to achieve average rate of absorption for 1 inch of water. Where rate of absorption exceeds 60 minutes per inch, notify owner immediately for directions on how to proceed. 5.PLANTING DATES: Planting shall be done only within the following dates except as approved by Owner. A.Deciduous Trees and Shrubs: March 1 to May 31 and October 15 to December 15. B.Evergreen Trees, Shrubs and Vines: March 1 to May 31 and September 1 to November 15. C.All plant material shall be guaranteed by the Contractor for a period of 1 year from the date final acceptance to be in good, healthy and flourishing condition. 6.MATERIALS FOR PLANTING: A.Topsoil: shall be a fertile, friable natural loam, uniform in composition, free of stones, lumps, plants and their roots, debris and other extraneous matter over 1 inch in diameter, capable of sustaining vigorous plant growth. Soil shall be harvested at a single source from the O and/or A horizons of the soil profile. 1)Topsoil shall have a pH range of 5.5 to 7.5. 2)Topsoil shall contain 1.5-5% organic matter by dry weight . 3)Soil Texture: sandy loam, sandy clay loam with the following particle size distribution: Gravel Less than 10% Silt 15-30% Clay 20-35% Chemical Levels shall be: Magnesium Mg100+ units Phosphorus P205 150+ units Potassium - K20 120+ units 4)Soluble Salts/ Conductivity - Not to exceed 900 ppm/0.9 mmhos/cm (in soil); not to exceed 3000 ppm/2.5 mmhos/cm (in high organic mix) 5)Cation exchange capacity shall be a minimum of 8 meq/100g. B.Clay Loam to Sandy Clay Loam Soil: shall be a fertile, friable natural loam, uniform in composition, free of stones, lumps, plants and their roots, debris and other extraneous matter over 1 inch in diameter, capable of sustaining vigorous plant growth. 1)Soil shall have a pH range of 5.5 to 6.5. 2)Soil shall contain 2-5% organic content by volume. 3)Soil Texture: Clay loam to sandy clay loam with the following particle size distribution: Gravel Less than 10% Sand 20-50% Silt <35%% Clay 20-40% 4)Chemical Levels shall be: Magnesium Mg100+ units Phosphorus P205 150+ units Potassium - K20 120+ units 5)Soluble Salts/ Conductivity - Not to exceed 900 ppm/0.9 mmhos/cm (in soil); not to exceed 3000 ppm/2.5 mmhos/cm (in high organic mix) 6)Cation exchange capacity shall be 20-35 meq/100g. C.Compost: Compost shall be mature, stable, weed free, and produced by aerobic decomposition of organic matter. Compost feedstock shall be plant matter, such as high lignin forestry products or yard waste (leaves, brush and yard trimmings). 1)The product must not contain any visible refuse or other physical contaminants, substances toxic to plants, or over 5% sand, silt, clay or rock material by dry weight. 2)Compost shall be sampled and tested as required by the Seal of Testing Assurance Program of the United States Composting Council (USCC) and shall meet the physical requirements for compost as determined by USCC. 3)The product shall possess no objectionable odors. The product must meet all applicable USEPA CFR, Title 40, Part 503 Standards for Class A biosolids. 4)The moisture level shall be such that no visible water or dust is produced when handling the material. D.Composted Pine Bark Fines: Shall be approved composted, ground pine bark having no particle with a dimension greater than 3/4 inch. No more than 10% shall be wood. E.Sand: Shall be quartz based sharp concrete sand, ASTM C-33 Fine Aggregate, with a Fines Modulus Index between 2.8 and 3.2. F.Perlite: Coarse horticultural grade expanded, volcanic perlite. Maximum density shall be 8 lb./ft3. 1)pH shall be 6.5 to 7.5. 2)Perlite shall be meet the Perlite Institute's Standards for Gradation for Horticultural Perlite for Coarse Perlite with no more than 70% passing through a #16 Standard Sieve. G.Humus: Shall be mature, stable, weed free, and produced by aerobic decomposition of organic matter. Compost feedstock shall be plant matter, such as high lignin forestry products or yard waste (leaves, brush and yard trimmings). 1)Humus shall have a pH between 6 and 7.5. 2)Soluble Salt Concentration shall be less than 10dS/m. 3)Cation exchange capacity rate shall be 100-250. 4)The product must not contain any visible refuse or other physical contaminants, substances toxic to plants, or over 5% sand, silt, clay or rock material by dry weight. 5)The product shall possess no objectionable odors. The product must meet all applicable USEPA CFR, Title 40, Part 503 Standards for Class A biosolids. 6)The moisture level shall be such that no visible water or dust is produced when handling the material. H.Trace Elements: Shall be commercially available slow release materials containing zinc (Zn), Molybdenum (Mo), Copper (Cu), Boron (B), and Magnesium (Mn). I.Fertilizer: A commercial fertilizer for ornamental trees, shrubs and ground cover with an analysis of 10% Nitrogen, 6% Phosphorus and 4% Potassium shall be used. This fertilizer shall be granular with a minimum of 50% of the total Nitrogen in organic form. 14-14-14-Osmocote (or approved equal) shall be applied at a rate of 10 lbs. per square foot, tilled to a depth of 8 inch, shall be used for perennials. 7.PLANT MATERIALS: (Refer to the PLANT LIST on the drawings for specific types and quantities of plants): A.Plants shall be nursery grown in accordance with good horticultural practices. Plants shall either be obtained from local nurseries and/or others, which have soil and climatic conditions similar to those in the locality of the project. B.Plants shall be true to species and variety and unless specifically noted otherwise, all plants shall be of specimen quality, exceptionally heavy, symmetrical, tightly-knit plants, so trained or favored in their development and appearance as to be superior in form, number of branches, compactness and symmetry. C. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf, free of disease, insect pests, eggs or larvae and shall have healthy, well-developed root systems. They shall be free from physical damage or any conditions that would prevent thriving health and the desired appearance. D. Trees, which have a damaged or crooked leader, or multiple leaders, unless specified in the plant list, will be rejected. Trees with abrasion of the bark, sun scald, disfiguring knots, or pruning cuts more than 1 1/4 inch diameter which have not completely callused, will be rejected. E. Plants shall conform to measurements specified in the plant schedules except that plants larger than specified may be used if acceptable to the Landscape Architect or owner. Use of such plants shall not increase the contract price. If larger plants are accepted, the root ball shall be sized for the larger plant. F. Caliper Measurement: Shall be taken at a point on the trunk 6 inches above natural ground line for trees up to 4 inches diameter, and at a point 12 inches above the natural ground line for trees over 4 inches diameter. G. Plants shall be measured when branches are in the normal position. Height and spread dimensions specified refer to the main body of the plant and not from branch tip to tip. 8. SOIL MIXING PROCEDURES: A.Topsoil used in sand/soil mixes shall be screened or shredded prior to mixing in sands. Maximum clod inclusion for soil mixes shall not exceed: Clod size (largest dimension)% of the soil mix volume Less than 1”Unlimited 1 to 3 inches 20% 3 to 6 inches 5% >6 inches Less than 2% A.Source material and soil mix stockpiles shall be protected from rain by covering with filter cloth. 9.INSPECTION: A.Examine the areas and conditions where soil mix is to be installed and notify the Engineer of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions are corrected to permit proper installation of the work. B.Cooperate with other Contractors and trades working in and adjacent to other work areas. Examine drawings which show development of entire project and become familiar with scope of other work required. 10.SOIL INSTALLATION - GENERAL PROCEDURES: G.If subgrade soil compaction exceeds 80%, existing soil shall be ripped to a depth of 12 inch to alleviate compaction which has taken place during construction. Prior to loosening of soil, Contractor must locate existing utilities and coordinate with Owner or Owners Representative any underground electric lines, drainage pipes, conduits, etc. H.Prepare the subgrade by roughening the top 3” of the subsoil by dragging the teeth of a backhoe bucket across the surface. I.Begin soil installation as soon as subsoil is prepared. Use low impact equipment with track belts, large tires, or low tire pressure to lower compaction and soil damage during installation. J.Monitor compaction during installation and loosen soils as needed if compaction exceeds 80%. 10.SOIL INSTALLATION - GENERAL PROCEDURES CONTINUED: K. Install specified soil in 12”-18” thick lifts. Compact each lift sufficiently to reduce settling but not enough to prevent the movement of water and feeder roots through the soil. The soils in each lift should feel firm to the foot in all areas and make only slight heel prints. 11.INSTALLATION OF SOIL MIX FOR LAWN AREAS ON GRADE: A.Soil Mix for Lawns on Grade: shall consist of 10% compost and 90% topsoil, by volume. These materials must meet specifications described in Paragraph 6. B.Loosen subgrade lawn areas to a minimum of 3”. Remove stones more than 1-1/2” in any dimension and sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. C.Spread soil mix for lawn areas on grade to a minimum depth of 4” as required to meet grade and elevations shown on drawings, after lightly rolling and natural settlement. Allow for sod thickness in areas to be sodded. 12.INSTALLATION OF SOIL MIX FOR TREE PITS ON GRADE A.Confirm that native subsoil drains at a rate of at least ½” per hour. If drainage is less than ½” per hour, provide subsurface drainage lines. B.Install 30-36” of Soil Mix for Tree Pit Backfill on Grade: 1)Shall consist of clay loam to sandy clay loam soil, sand, and composted pine bark fines at a rate of 5:5:1 to 10:5:1.5 to achieve the following: (a)Clay content of Soil Mix shall be 10-20% of the soil mix, by volume. (b)Minimum amount of coarse to medium sand in the mix shall be 55% (c)Minimum infiltration rate at 80-85% compaction shall be 1-3 inches per hour. C.Composted pine bark fines shall not exceed 10% of the total soil mix by volume. D.Till 4” of compost into the top 6” of the installed Soil Mix for Tree Pit Backfill on Grade. 13.INSTALLATION OF SOIL MIX FOR MULCHED SHRUB AND PERENNIAL BEDS: A.Confirm that native subsoil drains at a rate of at least ½” per hour. If drainage is less than ½” per hour, provide subsurface drainage lines. B.Install 4” of Soil Mix for Mulched Shrub and Perennial Beds on Grade: 1)Shall consist of clay loam to sandy clay loam soil, sand, and composted pine bark fines at a rate of 5:5:1 to 10:5:1.5 to achieve the following: (a)Clay content of Soil Mix shall be 10-20% of the soil mix, by volume. (b)Minimum amount of coarse to medium sand in the mix shall be 55% (c)Minimum infiltration rate at 80-85% compaction shall be 1-3 inches per hour. 2)Composted pine bark fines shall not exceed 10% of the total soil mix by volume. C.Till 4” of compost into the top 6” of the installed Soil Mix for Tree Pit Backfill on Grade. 14.GENERAL PLANT INSTALLATION: A.Excavation: Excavate all tree pits and planting areas to the width and depth shown in the planting details. B.Center plant in pit and orient for the best visual effect. Set plants plumb and hold rigidly in position until soil has been tamped firmly around root ball. C.Mulch within 48 hours after planting and after applying the pre-emergent herbicide, except ground cover areas (which shall have organic material placed before planting) with a 3" layer of mulch immediately after planting. All bed lines shall be cut with a smooth consistent edge to a minimum depth of 3 inches. Keep mulch out of the crowns of shrubs and off buildings, sidewalks, light standards, and other structures. D.All planting areas to conform to specified grades after full settlement has occurred and mulch has been applied. Provide saucers around tree pits as shown on planting details. Remove all tags, labels, strings, etc. from all plants. 15.MAINTENANCE AND GUARANTEE: A.The landscape contractor shall be responsible for maintaining his work until final acceptance by the owner or the owner's representative. Maintenance shall include watering, weeding, cultivating, mulching, removal of dead materials, resetting of plants to proper grades or upright positions, restoration of earth berms, and other necessary operations. adequate protection for lawn areas against trespassing during planting operations and against damage of any kind shall be provided. nothing in these notes is intended to relieve the contractor of his responsibility to repair existing lawn areas damaged by workmen engaged in the completion of this project. B.Inspection of the work to determine completion of the contract exclusive of the possible replacement of plantings during the warranty period, will be made by the owner or the owner's representative at the conclusion of the installation period upon written notice requesting such inspection. Request shall be submitted by contractor at least ten days prior to the anticipated date for inspection. After inspection, the contractor will be notified in writing by the owner or the owner's representative of acceptance of the work or, if there are any deficiencies, the contractor will be notified of the requirements necessary for completion of the work. Plantings shall not be considered accepted until all deficiencies have been corrected and approved in writing. C.Nursery stock shall be fully guaranteed for one full year. All plants that fail to make new growth from a dormant condition or that die during the first year after planting shall be replaced. All replacements shall conform with the original specifications as to size and type. All costs of replacements shall be borne by the contractor. D.The contractor shall be responsible for the removal of all unused materials, rubbish, debris, or plant material not planted from the site upon completion of his work. E.All other items necessary to make work complete shall be finalised prior to final inspection. 16.PERMANENT SODDING FOR LAWN AREAS: A.Sod varieties shall be an improved variety turf-type sod known to perform well in the project area. Sod shall be chosen from the recommended varieties listed in the latest version of Warm Season Turf Varieties as published by the North Carolina Crop Improvement Association (NCCIA): http://www.nccrop.com/varieties.php/14/Warm_Season_Turf B.Prior to laying sod contractor shall provide 4 inches of topsoil as specified on all areas to receive seed or sod. C.The contractor shall sod all areas that are not paved or planted and mulched as designated on the drawings within the contract limits, unless specifically noted otherwise. D.The sod shall be certified to meet local state plant board specifications, absolutely true to varietal type, and free from weeds, fungus, insects and disease of any kind. E.Sod panels shall be laid tightly together so as to make a solid sodded lawn area. Sod shall be laid uniformly against the edges of all curbs and other hardscape elements, paved and planted areas. Immediately following sod laying, the lawn areas shall be rolled with a lawn roller customarily used for such purposes, and then thoroughly irrigated. After rolling of sod any voids created by rolling shall be filled with strips of sod and rolled.Fertilize installed sod as allowed by property's jurisdictional authority. F.During delivery, prior to, and during the planting of the lawn areas, the sod panels shall at all times be protected from excessive drying and unnecessary exposure of the roots to the sun. All sod shall be stored so as not to be damaged by sweating or excessive heat and moisture. Sod shall not be left stacked or rolled. 16.PERMANENT SEEDING: A.Prior to seeding contractor shall provide and spread 4" of topsoil as specified on all areas to receive permanent seeding. B.The contractor shall seed all denuded areas and areas disturbed by construction that are not otherwise stabilized with paving, buildings, or planted and mulched within the contract limits, unless specifically noted otherwise. C.If a utility line is installed through a landscaped lawn the seeding shall be modified to restore ground cover comparable to the existing lawn D.Seeding includes seedbed preparation, liming, fertilizing, seeding, and mulching of disturbed areas. E.Lawn Seed varieties shall be an improved turf-type variety known to perform well in the project area. Seed mixture shall be chosen to ensure the development of plants during the season of planting, and to ensure future growth and permanent stabilization. Seed shall be certified and shall conform to the requirements of the North Carolina Crop Improvement Association (NCCIA). F.All seed shall conform to the current rules and regulations of the state where it is being used and shall be from the latest crop available.The seed shall be State-certified to meet North Carolina seed certification standards and specifications, absolutely true to varietal type, and free from weeds, fungus, insects and disease of any kind. G.Seed shall be labeled in accordance with the state laws and the U.S. Department of Agriculture rules and regulations under the Federal Seed Act in effect on the date of invitations for bids. Bag tag figures are evidence of purity and germination. No seed will be accepted with a test date of more than 9 months before the delivery date to the site. H.Seed that has become wet, moldy, or otherwise damaged in transit or storage will not be accepted. The percent of noxious weed seed allowable shall be as defined in the current State laws relating to agricultural seeds. I.LIMING: Lime shall be applied separately and prior to the application of any fertilizer or seed and only on seedbeds, which have previously been prepared. The lime shall be worked into the top 3 inches of soil after which the seedbed shall again be properly graded and dressed to a smooth finish. Lime shall be applied at the rate specified on TABLE 6.11.b , North Carolina Environmental Quality, Erosion and Sediment Control Planning and Design Manual or soil test report recommendations. J.FERTILIZING: Following advance preparations and cleanup, fertilizer shall be uniformly spread at the rate specified on on TABLE 6.11.b , North Carolina Environmental Quality, Erosion and Sediment Control Planning and Design Manual or soil test report recommendations. K.SEEDING: Grass seed shall be sown at the rate specified on TABLE 6.11.b , North Carolina Environmental Quality, Erosion and Sediment Control Planning and Design Manual immediately after fertilizing and the fertilizer and seed raked into the soil.Seeds shall be inoculated before mixing or sowing in accordance with the instructions of the seed provider and manufacturer of the inoculant. When seeding is required at other than the seasons shown TABLE 6.11.b , North Carolina Environmental Quality, Erosion and Sediment Control Planning and Design Manual , a cover crop shall be sown by the same methods required for grass seeding. L.Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. Do not seed against existing trees. M.Rake seed and fertilizer lightly into top 1/8 inch of soil and water with fine spray. N.MULCHING: Protect seeded areas with slopes not exceeding 1:3 by spreading straw mulch. Spread uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-1/2 inches in loose thickness over seeded areas. Spread by hand, blower, or other suitable equipment. Protect slopes 1:3 and greater with erosion control mats and fasten as recommended by material manufacturer. O.Straw mulch material--Straw mulch shall consist of wheat, barley, oat or rye straw. The mulch material shall be air-dry, reasonably light in color, and shall not be musty, moldy, caked, or otherwise of low quality. The use of mulch that contains noxious weeds is not permitted. P.Other mulch materials--Mulching materials, such as wood cellulose fiber mulch, synthetic fiber mulch, netting, and mesh, are other mulching materials that may be required for specialized locations and conditions. These materials must be installed according to the manufacturer's recommendations for methods of application. Q.After the seed has been properly covered, the seedbed shall be immediately compacted by means of an approved lawn roller weighing 40 to 65 pounds per foot of width for clay soil (or any soil having a tendency to pack) or weighing 150 to 200 pounds per foot of width for sandy or light soils. 17.LAWN MAINTENANCE: A.Within the contract limits, the contractor shall produce a dense, well established lawn. The contractor shall be responsible for maintaining the lawn until acceptance by the owner or owner's authorized representative. B.Maintenance shall include but may not be limited to watering, weeding, and fertilizing as necessary as well as the repair and re-seeding of all eroded, sunken or bare spots (larger than 12"x12") until certification of acceptability by the owner or owner's representative. Repaired seeding shall be accomplished as in the original work (including re-grading if necessary). 18.ACCEPTANCE: A.A stand of grass shall be considered acceptable when the turf cover is at least 95%. The Contractor shall overseed, and otherwise maintain the grassed areas until the stand of grass has reached a uniform height of 3 to 4 inches and a state of uniform species maturity. Annual grasses and grain weeds shall not be considered part of the cover percentage, and seeding stands shall not be considered acceptable until the stand reaches a state of uniform post-seeding maturity for the specified species. SCALE: N.T.S. TREE PLANTING DETAIL SECTION GENERAL NOTES: -CONTRACTOR SHALL HAVE MISS UTILITIES LOCATE ALL UTILITIES IN THE PLANTING AREA PRIOR TO BEGINNING PLANTING OPERATIONS. ANY CONFLICTS WITH PROPOSED PLANTING SHALL BE REPORTED IMMEDIATELY TO THE STORE MANAGER AND ENGINEER / LANDSCAPE ARCHITECT BEFORE ANY PLANTING OPERATIONS ARE TO BEGIN. -THESE DETAILS ARE THE MINIMUM PLANTING STANDARD FOR CONTAINER or BALLED & BURLAPPED DECIDUOUS AND EVERGREEN TREES UP TO 2-1/2" IN CALIPER. -ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT COLLAR IS APPROXIMATELY 1" HIGHER THAN EXISTING GRADE . Prune to remove suckers. 2-3 times the width of the root ball Leave undisturbed soil pedestal and prepare planting pit 2-3 times the width of the root ball. (2) (1) 8" Original soil backfill; (1) partially backfill around root ball, water to settle soil, (2) then finish backfilling. Use soil additives only when required for special conditions. Flare side wall of planting pit at a minimum 2:1 slope and scarify existing soil wall. Undisturbed soil subgrade. B&B planting - remove ropes, top half of burlap and entire wire basket. Container planting - remove container and butterfly or cut any circling roots. Mulch with 3" of shredded hardwood mulch. Keep mulch at least 3" away from base of trunk, mulch entire planting bed. Remove all tags after inspection. Provide single, straight dominant central leader. Prune dead or damaged branches in accordance with acceptable horticultural practice. DO NOT CUT CENTRAL LEADER Form soil saucer to retain water. minimum of 4" ht. continuous around planting pit. delete use in planting beds. 3" ArborTie green staking and guying material is to be flat woven polypropylene material. 3/4" (19.05mm) wide 900 lb. break strength. Install per manufacturers recommendation. SECTION SCALE: N.T.S. GENERAL NOTES: -THIS DETAIL IS THE MINIMUM PLANTING STANDARD FOR CONTAINER SHRUBS LESS THAN 48" IN HEIGHT AT INSTALLATION. -ALL SHRUBS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT COLLAR IS AT THE SAME GRADE, OR SLIGHTLY HIGHER, THAN EXISTING GRADE IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICE. Leave undisturbed soil pedestal and prepare planting pit 2-3 times the width of the root ball. Undisturbed soil subgrade. Flare side wall of planting pit at a minimum 2:1 slope and scarify existing soil wall. Mulch with 3" of shredded hardwood mulch. Keep mulch at least 3" away from base of stem/trunk. Original soil backfill; (1) partially backfill around root ball, water to settle soil, (2) then finish backfilling. Use soil additives only when required for special conditions.6" 3" Container planting - remove container and butterfly or cut any circling roots. Remove all tags after inspection. Prune dead or damaged branches in accordance with accepted horticultural practice. 2-3 times the width of the root ball (1) (2) SHRUB PLANTING DETAIL Set tree above original grade 1/8 depth of root ball Evergreen Tree Planting SECTION NTS ArborTie green staking and guying material is to be flat woven polypropylene material. 3/4" (19.05mm) wide 900 lb. break strength. Install per manufacturers recommendation. 2-3 times the width of the root ball Leave undisturbed soil pedestal and prepare planting pit 2-3 times the width of the root ball. (2) (1) 8" Original soil backfill; (1) partially backfill around root ball, water to settle soil, (2) then finish backfilling. Use soil additives only when required for special conditions. Flare side wall of planting pit at a minimum 2:1 slope and scarify existing soil wall. Undisturbed soil subgrade. Mulch with 3" of shredded hardwood mulch. Keep mulch at least 3" away from base of trunk, mulch entire planting bed. 3" B&B planting - remove ropes, top half of burlap and entire wire basket. Container planting - remove container and butterfly or cut any circling roots. Remove all tags after inspection. Provide single, straight dominant central leader. Prune dead or damaged branches in accordance with acceptable horticultural practice. DO NOT CUT CENTRAL LEADER Flag all tree ties with brightly colored flagging. Flag all tree ties with brightly colored flagging. 2" X 2"X 24" P.T. wood stakes. provide 3 in a radial pattern. See typical staking layout. 2" X 2"X 24" P.T. wood stakes. provide 3 in a radial pattern. Nail ArborTie to stake. See typical staking layout. TREE STAKING PLAN VIEW TREE TRUNK GUY WIRE STAKE 120° SECTION SCALE: N.T.S. ® 3" 1" 5" PLANTING BED TRENCH EDGING NOTE: 1.TRENCH EDGE SHALL BE LOCATED BETWEEN PLANTING BED AND ALL TURF / SOD AREAS. 2.MAINTAIN POSITIVE DRAINAGE IN ALL PLANTING BEDS. 3.SEE NOTES THIS SHEET FOR TYPE OF MULCH. MULCH 3" DEPTH TRENCH EDGE NOT TO SCALE CLEANLINE INSTALLATION INSTRUCTIONS 1. Dig landscape trench 1" (25mm) deeper than the edging being set. 2. Set the edging into the landscape trench with the top 1/2" (12.5cm) above what will become the compacted finish grade. (The installer can connect the adjacent sections of the edging prior to or after the sections are placed in the trench.) Where connections are needed on curves, the installer will find that connecting sections prior to installing will allow for faster completion. 3. Start at the beginning of the bed area and begin driving the 12" (30.5cm) aluminum stakes. (NOTE: There are more loops per section than stakes. The additional loops are provided for greater versatility of staking based on the design and application.) 4. Snap down the adjacent sections. (See ISOMETRIC VIEW A) 5. At the end of the bed area, cut the section to the desired length and stake down. Begin your next bed area with the remaining portion of the cut section. FORMING ANGLES: Cut the bottom of the edging halfway up using a hacksaw, lay on a hard surface placing a brick or 4 x 4 over the cut. 6. Bend up to the desired angle using a hammer to stiffen angle. This forms a 1/2" radius on top avoiding sharp corners. area, cut the section to the desired length and stake down. Begin your next bed area with the remaining portion of the cut section. (See Diagram B) FORMING ANGLES: Cut the bottom of the edging halfway up using a hacksaw, lay on a hard surface placing a brick or 4 x 4 over the cut. Bend up to the desired angle using a hammer to stiffen angle. This forms a 1/2" radius on top avoiding sharp corners. PERMALOC CLEANLINE COMMERCIAL GRADE ALUMINUM LANDSCAPE EDGING NOTE: ALUMINUM EDGING SHALL ONLY BE USED TO EDGE RIVER ROCK MULCH BEDS. WORLD'S BEST LANDSCAPE EDGING permaloc® PERMALOC CORPORATION 13505 BARRY ST HOLLAND, MI 49424 TOLL FREE: 1-800-356-9660 PHONE: (616) 399-9600 FAX: (616) 399-9770 www.permaloc.com ISOMETRIC VIEW ASIDE VIEW SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT.CAL. TREES AA 10 ACER RUBRUM 'ARMSTRONG'ARMSTRONG RED MAPLE B&B 2" CAL. MIN. ACS 6 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY B&B 2" CAL. MIN. LW 16 LAGERSTROEMIA INDICA 'WHIT II' MULTI-TRUNK, CUMULATIVE CAL. INCHES OF TRUNKS TO MEET 2" CAL. REQUIREMENT. DYNAMITE® CRAPE MYRTLE B&B 2" CAL. MIN. NW 10 NYSSA SYLVATICA 'WILDFIRE'WILDFIRE TUPELO B&B 2" CAL. MIN. PS 10 PRUNUS SERRULATA JAPANESE FLOWERING CHERRY B&B 2" CAL. MIN. QS 6 QUERCUS SHUMARDII SHUMARD OAK B&B 2" CAL. MIN. QW 5 QUERCUS X WAREI 'LONG'REGAL PRINCE® OAK B&B 2" CAL. MIN. UE 11 ULMUS PARVIFOLIA 'BSNUPF'EVERCLEAR® LACEBARK ELM B&B 2" CAL. MIN. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT.CAL/HT SHRUBS AK 56 ABELIA X GRANDIFLORA 'KALEIDOSCOPE'KALEIDOSCOPE GLOSSY ABELIA 3 GAL. MIN.12" HT. MIN. IN2 14 ILEX CORNUTA `NEEDLEPOINT`NEDDLEPOINT HOLLY 3 GAL. MIN.12" HT. MIN. IA 10 ILEX CRENATA 'SKY PENCIL'SKY PENCIL HOLLY 3 GAL. MIN.24" HT. IC 16 ILEX VOMITORIA 'CONDEAUX'BORDEAUX® YAUPON HOLLY 3 GAL. MIN.12" HT. MIN. IN 18 ILEX VOMITORIA 'NANA'DWARF YAUPON HOLLY 3 GAL. MIN.12" HT. MIN. JB 6 JUNIPERUS CONFERTA 'BLUE PACIFIC'BLUE PACIFIC SHORE JUNIPER 3 GAL. MIN. LR 42 LOROPETALUM CHINENSE RUBRUM 'DARUMA'DARUMA FRINGE FLOWER 3 GAL. MIN.12" HT. MIN. NP 17 NANDINA DOMESTICA 'FIREPOWER'FIREPOWER HEAVENLY BAMBOO 3 GAL. MIN.12" HT. MIN. PV 3 PITTOSPORUM TOBIRA 'VARIEGATA'VARIEGATED JAPANESE PITTOSPORUM 3 GAL. MIN.12" HT. MIN. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SPACING GROUND COVERS HM 4,243 SF DOUBLE SHREDDED HARDWOOD MULCH 3" THICK LAYER BULK LB 81 LIRIOPE MUSCARI 'BIG BLUE'BIG BLUE LILYTURF 1 GAL 18" o.c. PSJ 1,810 SF PINE STRAW MULCH WITH COIR MAT 700 3" THICK COMPACT LAYER. COIR MAT 700 TO BE STAKED TO GROUND WITH 8" BIO-DEGRADABLE LANDSCAPE STAKES. BULK R8 1,872 SF ROCK MULCH - --BULK SEED 3,228 SF SEED PERMANENT LAWN GRASS SEED AND COVER WITH EROSION CONTROL MATT SEED T6 11,212 SF TIFTUF HYBRID BERMUDA TIFTUF SOD SOD T7 6,353 SF TIFTUF HYBRID BERMUDA WITH 8" STAKES STAKE SOD TO SLOPES WITH 8" BIODEGRADABLE LANDSCAPE STAKES TIFTUF SOD SOD PLANT SCHEDULE PL A N T S C H E D U L E CP502 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C CL101 CL501 CL502 © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 SBS II, LLC Novant Health Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N DI V I S I O N O F W O R K DOW1 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024 SBS II, LLC Novant Health Scotts Hill Medical Drive U. S . H i g h w a y 1 7 Se n c a D r i v e U5 9 F B - L 59 1 5 G S F TY P E V B C O N S T R U C T I O N DI V I S I O N O F W O R K DOW2 NOR T H © WA W A - # 6 1 3 2 PR E P A R E D F O R WI L M I N G T O N ( S C O T T S H I L L ) W W , LL C 05/03/2024