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CFCC Lineman Facility Site Plan 12.16.2020012/16/2020INITIAL TRC REVIEWNAANew Hanover County, NC CONTENTS OWNER: Cape Fear Community College 411 Front St. Wilmington, NC 28401 VICINITY MAP Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com SURVEYOR: ENGINEER: REVIEW AGENCY APPROVAL DATE PERMIT NUMBER NOT TO SCALE Cape Fear Community College Lineman Facility BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY SHEET NAME COVER CAPE FEAR COMMUNITY COLLEGE-LINEMANS FACILITY C1.0 GENERAL NOTES C1.1 GENERAL NOTES C1.2 GENERAL NOTES C2.0 EXISTING CONDITIONS & DEMO PLAN C3.0 SITE PLAN C4.0 GRADING & DRAINAGE PLAN C5.0 UTILITY PLAN C6.0 LANDSCAPE PLAN C7.0 SITE DETAILS C8.0 UTILITY DETAILS C8.1 UTILITY DETAILS C9.0 ARCHITECTURAL ELEVATIONS PROJECT: SCALE: RELEASE: APPROVED: CHECKED: DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com Coastal Land Design, PLLC www.cldeng.com Phone: 910-254-9333 Fax: 910-254-0502 P.O.Box 1172 Wilmington, NC 28402 Civil Engineering / Landscape Architecture Land Planning / Construction Management NCBELS Firm License P-0369 SHEET COVERCape Fear Community CollegeLineman FacilityAIN NTS 146-06 NAA JP JP COVER 140 INTERSTATE 40 INTERSTATE SITE DEVELOPER: Cape Fear Community College 411 North Front St. Wilmington, NC 28401 BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY St - Stallings fine sand Mu - Murville fine sand 1 C1.0 SITE of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C1.0 ## General Notes Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com CONSTRUCTION SEQUENCE PRE-CONSTRUCTION 1)OBTAIN ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITIES. 2)FIELD VERIFY SITE FOR EXISTING UTILITY ABOVE AND BELOW GROUND AND EXISTING CONDITIONS PRIOR TO COMMENCING THE INSTALLATION OF THE SEDIMENT CONTROL PRACTICES. 3)COORDINATE THE TIMING OF ANY IMPACTS TO EXISTING UTILITIES WITHIN THE SITE AND ADJOINING PROPERTIES WITH THE APPROPRIATE REGULATORY AUTHORITIES PRIOR TO COMMENCING WORK. 4)THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SEDIMENT-LADEN RUNOFF IS TREATED PRIOR TO BEING DISCHARGED FROM THE SITE AND MAY BE REQUIRED TO PROVIDE ADDITIONAL MEASURES OF SEDIMENT CONTROL BASED UPON THE PERFORMANCE OF EROSION CONTROL MEASURES PROVIDED ON SITE. 5)THE CONTRACTOR MAY ALTER THE TIMING OF THE CONSTRUCTION ACTIVITIES PROVIDED IN THIS CONSTRUCTION SEQUENCE ONLY IF ADEQUATE EROSION AND SEDIMENT CONTROL PRACTICES ARE ALWAYS PROVIDED. SHOULD ANY SUBSTANTIAL DEVIATION NEED TO OCCUR THAT WILL SIGNIFICANTLY ALTER THE DESIGN CONDITIONS OF A SEDIMENT CONTROL MEASURE PROVIDED IN THIS PLAN, THE CONTRACTOR MUST CONTACT THE ENGINEER OF RECORD PRIOR TO COMMENCING WITH THE MODIFICATION. CONSTRUCTION ACTIVITIES 6)INSTALL ONE CONSTRUCTION ENTRANCE OFF OF EDUCATION LOOP RD. 7)LOCATE AND MARK THE LIMIT OF DISTURBANCE. IN SOME LOCATION, THE LIMIT OF DISTURBANCE WILL BE DEFINEED BY SILT FENCE (DOWNSTREAM LIMITS AND AREAS ADJACENT TO SENSITIVE AREAS). IN OTHER AREAS, THE LIMIT OF DISTURBANCE WILL BE AN UPSTREAM LIMIT OF DISTURBANCE OR A GRADING DAYLIGHT. 8)INSTALL TREE PROTECTION FENCING AS SHOWN ON THE TREE PROTECTION PLANS. 9)INSTALL SEDIMENT FENCING AS SHOWN ON THE PLANS. NOTE THAT SILT FENCE IS NOT TO BE INSTALLED ACROSS ANY POINT OF PROPOSED OR EXISTING CONCENTRATED FLOW (DITCH, PIPE, OR SPILLWAY OUTLETS). 10)CLEAR THE PROJECT AREA WITHIN THE LIMIT OF DISTURBANCE. 11)ROUGH GRADE THE SITE BASED UPON THE SITE PLANS AND ENSURE THAT DRAINAGE IS DIRECTED TO THE SEDIMENT TREATMENT DEVICE. 12)FINE GRADE THE SITE AS NECESSARY TO PROVIDE FINISH GRADE ELEVATIONS AND TO ENSURE PROPER DRAINAGE TO THE STORMWATER COLLECTION SYSTEM AND ESTABLISH APPROPRIATE VEGETATED COVER. 13)AFTER THE SITE IS ADEQUATELY STABILIZED, REMOVE THE SEDIMENT AND EROSION CONTROL DEVICES. THROUGHOUT CONSTRUCTION 14)SELF-MONITORING AND APPROPRIATE RECORD KEEPING, AND DOCUMENTATION IS REQUIRED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24-HOURS OF A ONE-INCH RAINFALL EVENT IN 24 HOURS. THESE REPORTS, A RAIN GAUGE, AND COPIES OF THE APPROVED PLAN AND PERMIT SHALL REMAIN ON SITE FOR THE DURATION OF CONSTRUCTION. 15)DENUDED AREAS MUST BE STABILIZED BASED UPON THE GROUND STABILIZATION REQUIREMENTS PROVIDED IN THE PLANS. THESE STABILIZATION TIMELINES VARY FOR THE TYPE AND SIZE OF AREA DISTURBED. 16)INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH RAINFALL EVENT. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. TOP DRESS TEMPORARY SEEDING WITH 50 POUNDS PER ACRE NITROGEN IN MARCH. IF COVER IS NEEDED THROUGH THE FOLLOWING SUMMER, OVERSEED WITH 50 POUNDS PER ACRE OF KOBE LESPEDEZA. MOWING OF GRASSED AREAS SHALL BE ACCOMPLISHED ACCORDING TO THE SEASON. MAXIMUM UNMOWN HEIGHT OF GRASS AT ANY TIME WILL BE 6-INCHES. 17)PERMANENT GRASS SHALL BE INSTALLED FOR AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED TO ESTABLISH A VIGOROUS STAND OF GRASS. 18)AFTER COMPLETION OF CONSTRUCTION WITHIN ANY PHASE, AND THE PHASE IS PROPERLY STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM THE SEDIMENTATION CONTROL DEVICES AND SPREAD IT EVENLY ACROSS THE SITE. THE SPREADINGS SHALL BE SEEDED AND STABILIZED BASED UPON THE GROUND STABILIZATION SCHEDULE, AND THE TEMPORARY AND PERMANENT SEEDING SCHEDULES. AUG. - SEPT. 12 LBS. 10-10-10 SEPT. - OCT. 12 LBS. 10-10-10 NA1/2 TO 1 LB. N. MAY & DEC. 1/2 TO 1 LB. N. EACH 4-8 WEEKS 1-2 LBS. N. FEB. - MARCH FEB. - MARCH 12 LBS. 10-10-10 MARCH - APRIL 12 LBS. 10-10-1025 LBS. 10-10-10 25 LBS. 10-10-10 25 LBS. 10-10-10MARCH THRU APR. SEPT. THRU OCT. FEB. THRU OCT. APR. THRU JUNEBERMUDA, COMMON FESCUE, TALL (KENTUCKY 31) SERICEA LESPEDEZA (SLOPES) GRASS TYPE RYE GRAIN BROWNTOP MILLET AMOUNT/ 1000 SF. 1-2 LBS. 1-2 LBS. TIME OF SEEDING NOV. THRU JAN. JUNE THRU AUG. INITIAL 25 LBS. 10-10-10 25 LBS. 10-10-10 FERTILIZATION/1000 SF. MAINTENANCE NA NA NA NA NA NA GRASS TYPE AMOUNT/ 1000 SF.TIME OF SEEDING INITIAL FERTILIZATION/1000 SF. MAINTENANCE 1-2 LBS. 1-2 LBS. 5-7 LBS. PERMANENT SEEDING SCHEDULE TEMPORARY SEEDING SCHEDULE GROUND STABILIZATION NOTES 2 C1.0 NPDES-SPECIFIC PLAN SHEET NOTES 1.THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCG010000. 2.THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000 ONLY. 3.THIS PAGE OF THE APPROVED PLAN IS ENFORCEABLE EXCLUSIVELY PURSANT TO NPDES GENERAL STORMWATER PERMIT NCG010000. 4.THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF THE APPROVED PLANS FOR THE PURPOSES OF ENFORCEMENT ACTION UNDER THE COUNTY CODE. NRCS SOILS MAP NTS GENERAL NOTES: 1.THE PROPERTY BOUNDARY, TOPOGRAPHIC, AND UTILITY SURVEY SHOWN ON THESE PLANS WERE PROVIDED BY ESP ASSOCIATES, P.A. LOCATED AT 211 RACINE DRIVE, WILMINGTON, NORTH CAROLINA 28402. 2.THE TOTAL DISTURBANCE FOR THIS PROJECT IS APPROXIMATELY 1.36 ACRES. 3.THE SITE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES ABOVE AND BELOW GROUND BEFORE COMMENCING CONSTRUCTION. 4.THE SITE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN ON THESE PLANS. 5.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SEDIMENT-LADEN RUNOFF IS TREATED PRIOR TO BEING DISCHARGED FROM THE SITE AND MAY BE REQUIRED TO PROVIDE ADDITIONAL MEASURES OF SEDIMENT CONTROL BASED UPON THE PERFORMANCE OF EROSION CONTROL MEASURES PROVIDED ON SITE. 6.DENUDED AREAS MUST BE STABILIZED BASED UPON THE GROUND STABILIZATION REQUIREMENTS PROVIDED ON THE APPROVED EROSION CONTROL DRAWINGS. THIS INCLUDES SLOPES, SWALES, CHANNELS, AND STOCKPILES. 7.MATERIAL AND SOIL STAGING/STOCKPILING AREAS SHALL BE LOCATED WITHIN THE LIMIT OF DISTURBANCE, SURROUNDED BY SILT FENCE, AND STABILIZED AS REQUIRED BY THE STABILIZATION REQUIREMENTS AND SEEDING SCHEDULES. 8.EXCELSIOR MATTING AND SEEDING SHALL BE USED ON SLOPES STEEPER THAN 2:1 AND IN ANY REGRADED DITCHES AS PART OF THE APPROVED EROSION CONTROL PLAN. EXCELSIOR MATTING SHALL BE USED TO STABILIZE ANY NEW OR DISTURBED PERMANENT DITCH SECTIONS. 9.ALL TREES THAT ARE TO BE PROTECTED WITHIN DISTURBED AREAS SHALL BE WRAPPED IN TREE-PROTECTION FENCING PER THE NEW HANOVER COUNTY DEVELOPMENT ORDINANCES. 10.ALL STORM DRAIN SYSTEM COMPONENTS ARE DESIGNED TO PROVIDE POSITIVE DRAINAGE. 11.ALL DRAINAGE FROM IMPERVIOUS SURFACES SHALL BE DIRECTED TO THE STORMWATER COLLECTION SYSTEMS FOR THE STORMWATER CONTROL MEASURE (SCM). 12.STORMWATER PUMPS ARE TO BE PROVIDED OR TO BE READILY AVAILABLE IN CASE OF EMERGENCY DRAINING OF THE STORMWATER POND. 13.RUNOFF FROM PROJECT DRAINS TO POND #1 UNDER NCDEQ PERMIT #SW8990923 AND DRAINS TO THE PRINCE GEORGE CREEK (ID:18-74-53) CLASSIFIED AS "C;JW". 14.EVERY SCM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING THE CONSTRUCTION PHASE SHALL BE CLEANED OUT AND CONVERTED TO ITS APPROPRIATE DESIGN STATE. UTILITY SEPARATION NOTES: 1)THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS FROM THE UTILITY COMPANY AND, WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. ANY CONFLICTS SHALL BE BROUGHT TO THE OWNER'S AND ENGINEER'S ATTENTION IMMEDIATELY. 15A NCAC 18C .0904: PIPE LAYING (AMENDED EFFECTIVE JULY 1, 2019) (A)TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE ACCOMPLISHED IN A MANNER TO PREVENT DAMAGE TO AND MISALIGNMENT OF THE PIPE. WATER MAINS SHALL BE BURIED TO A DEPTH BELOW THE FROST LINE OR TO A DEPTH SUFFICIENT TO PROVIDE A MINIMUM OF 30 INCHES COVER, WHICHEVER IS GREATER. IN CASES WHERE IT IS IMPRACTICABLE TO PROVIDE 30 INCHES OF COVER TAKING INTO CONSIDERATION FEASIBILITY AND COST, A DEVIATION MAY BE APPROVED ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER INCLUDING CONSIDERATION OF PIPE MATERIAL, COVER MATERIAL, LAND COVER, LAND USE, LAND SLOPE, THE DEPTH OF THE FROST LINE, AND THE LOCATION OF OTHER UTILITIES. (B)TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES 15A NCAC 18C .0906: RELATION OF WATER MAINS TO NON-POTABLE WATER LINES (AMENDED EFFECTIVE JULY 1, 2019) (A)FOR THE PURPOSES OF THIS RULE, SEWER SHALL MEAN ANY EXISTING OR PROPOSED GRAVITY OR FORCE MAIN USED TO CONVEY SANITARY OR INDUSTRIAL PROCESS WASTE. (B)LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT LATERAL SEPARATION, IN WHICH CASE: (1)THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR (2)THE WATER MAIN SHALL BE LAID IN THE SAME TRENCH AS THE SEWER, WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. (C)CROSSINGS. A WATER MAIN THAT CROSSES A SEWER SHALL BE LAID A MINIMUM VERTICAL DISTANCE OF 18 INCHES FROM THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER, EITHER ABOVE OR BELOW THE SEWER, WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. (D)WATER MAINS AND STORM SEWER PIPES. PIPES CARRYING STORM DRAINAGE SHALL BE SEPARATED FROM WATER LINES IN ACCORDANCE WITH RULE .0904 OF THIS SECTION. (E)WATER MAINS AND RECLAIMED WATER DISTRIBUTION LINES. WATER LINES SHALL BE LOCATED AT LEAST10 FEET HORIZONTALLY FROM OR AT LEAST 18 INCHES ABOVE WATER PIPES CARRYING TREATED AND DISINFECTED WASTEWATER IN RECLAIMED WATER DISTRIBUTION LINES. CROSSINGS SHALL BE MADE IN ACCORDANCE WITH PARAGRAPH (C) OF THIS RULE. UTILITY MATERIAL SPECIFICATIONS 1.WATER AND SEWER UTILITIES MATERIALS AND INSTALLATION SHALL BE PER THE CURRENT CAPE FEAR PUBLIC UTILITY AUTHORITY DESIGN MANUAL AND STANDARD SPECIFICATIONS PROVIDED ONLINE ON THEIR WEB PAGE. LANDSCAPE NOTES 1.ALL LANDSCAPE MATERIAL MUST BE INSTALLED PRIOR TO FINAL BUILDING INSPECTION. 2.TREES AND SHRUBS SHALL MEET THE QUALITY AND SIZE STANDARDS AS DESCRIBED IN THE MOST RECENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 3.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 4.ALL PLANTS TO BE CONTAINER GROWN OR BALLED AND BURLAPPED AS SPECIFIED IN THE PROVIDED PLANT LIST. 5.ALL TREES MUST HAVE A STRAIGHT TRUNK, BE FULL-HEADED, AND MEET ALL REQUIREMENTS SPECIFIED. 6.ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND FOLLOWING INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY AGENCY OR COMPANY. 7.THE CONTRACTOR SHALL COMPLETELY WARRANTY ALL PLANTED MATERIAL FOR A PERIOD OF (1) YEAR BEGINNING ON THE DATE OF SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE WARRANTY PERIOD. 8.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK, SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE MEETING ALL PLANT SCHEDULE SPECIFICATIONS. 9.CONTRACTOR SHALL NOT SUBSTITUTE FOR ANY OF THE PLANT MATERIAL THAT IS SPECIFIED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. 10.VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11.MULCH UNDER ALL PROPOSED TREES AND SHRUBS WITH SHREDDED HARDWOOD AT A 3"-4" DEPTH OR APPROVED EQUAL. 12.PLANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT PLANTING. WHERE CONTAINER AND HT. SIZES ARE INDICATED FOR A SINGLE SPECIES, BOTH SIZE REQUIREMENTS MUST BE MET. 13.THERE SHALL BE AT LEAST A 3 FT. SEPARATION BETWEEN LANDSCAPED AREAS AND PARKING AREAS TO ALLOW VEHICLE OVERHANG WHEN PARKING BLOCKS ARE NOT USED. 14.ALL PLANTINGS USED TO SCREEN THE DRIVES AND PARKING AREAS FROM ADJOINING ROADWAYS WILL NEED TO BE A MINIMUM OF 24" HIGH AT TIME OF PLANTING. 15.ALL OTHER AREAS NOT BEING MULCHED TO BE SEEDED PER SEEDING SCHEDULE INCLUDED AS PART OF THE S&E PLANS. 16.THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS, OR ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND MAINTENANCE OF ALL PLANTING AND PHYSICAL FEATURES SHOWN ON THIS PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OF THE VEGETATION TO INCLUDE BUT NOT BE LIMITED TO: A.FERTILIZATION TREES SHRUBS AND GRASSED AREAS BROADCAST A SLOW RELEASE FERTILIZER OVER THE MULCHED BEDS AT THE RECOMMENDED RATES AS SHOWN ON THE BAGS, ONCE MID-FEBRUARY AND ONCE MID-SEPTEMBER. THOROUGH WATERING IS REQUIRED UPON COMPLETION. B.PRUNING WITHIN LIMITS PRUNING WHEN NECESSARY, WILL BE DONE TO MAINTAIN THEIR NORMAL GROWTH PATTERN AND TO REMOVE DEAD OR DISEASED PLANT MATERIAL. THERE SHALL BE NO TOPPING OF TREES. C.PEST CONTROL (OPTIONAL) WEED CONTROL TO BE PROVIDED EARLY FEBRUARY, APRIL, JUNE, AUGUST AND OCTOBER IN THE SHRUB/TREE BEDS AND IN THE LAWN AREAS. INSECT DAMAGE SHALL BE TREATED WHEN NECESSARY TO PREVENT DAMAGE TO VEGETATION. D.MULCHING ALL AREAS AROUND THE BUILDING FOUNDATION AND SHRUB/TREE BEDS SHALL BE RE-MULCHED SO THAT THEY CONTAIN A MIN. DEPTH OF TWO INCHES AND A MAXIMUM DEPTH OF THREE INCHES. MULCH USED SHALL EQUAL WHICH WAS SUPPLIED DURING THE INSTALLATION OF THE PLANTS. E.MOWING MOWING SHALL BE DONE AS NECESSARY TO KEEP GRASS AT THE APPROPRIATE HEIGHT TO INSURE A HEALTHY GROWTH PATTERN. F.PROTECTION OF ROOT ZONES TREE/SHRUB ROOT ZONES SHOULD BE PROTECTED FROM FUTURE CONSTRUCTION AND EQUIPMENT AS MUCH AS POSSIBLE TO AVOID DAMAGE OR COMPACTION TO THE ROOT AREAS. G.WATERING SCHEDULE FOR IRRIGATION SYSTEM MAINTENANCE SHALL INCLUDE A THOROUGH INITIAL WATERING WITH WEEKLY WATERINGS THEREAFTER FOR THE FIRST 30 DAYS. WATERINGS THEREAFTER BE ON AN AS NEEDED SCHEDULE PER LOCAL CONDITIONS. H.STAKE AT WIRE REMOVAL AT THE END OF THE FIRST YEAR ALL PLANT STAKING AND GUYING SYSTEMS SHALL BE REMOVED. I.PROTECTED TREE REGULATION PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C1.1 ## General Notes Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants . 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. A A BELOW GRADE WASHOUT STRUCTURE 1:1 SIDE SLOPE (TYP.) 10 MILPLASTIC LINING 3'-0"MIN.& X'MAX.SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PLAN SECTION B-B HIGHCOHESIVE &LOW FILTRATION SOIL BERM 8"6" 2' HIGH COHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING B B 3'-0"MIN.& X'MAX.A SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER CONCRETE WASHOUT CONCRETE WASHOUT PLAN CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) SILT FENCE 10'MIN10' MIN SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C1.2 ## General Notes Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This general permit as well as the certificate of coverage, after it is received. (b)Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. (c)All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that must be reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (a)Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b)Anticipated bypasses and unanticipated bypasses. (c)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. EDUCATION LOOP RDSD SD SD SD SD SD SD SD S D SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDDYH R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 34 33 32 32 3130 35 35 36 37 36 BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY PROPOSED SITE CFCC CAMPUS R02600-004-005-000 CFCC CAMPUS MAP-N.T.S. EXISTING FIRE HYDRANT EXISTING DRAINAGE DITCH 140 INTERSTATE 40 INTERSTATE of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C2.0 ## Existing Conditions & Demo Plan Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com GRAPHIC SCALE: 1" = 30' 30'15'0 30'60' NORTH DEMO APPX. 330 SF OF EX. SIDEWALK & 84 LF OF C&G SCRUB VEGETATION PROPOSED PROJECT BOUNDARY-90,610 SF (2.08 AC.) 240.0' EXISTING UTILITY EASEMENT LOCKERSN.I.C.LOCKERSN.I.C.Panel EDUCATION LOOP RD18.0' 8.0' 24.0' 24.0' 9.0' (TYP.) 18.0' (TYP.) 24.0' 30.0' 14.0' 14.0' 8.0' R30.0' R30.0' R15.0' R4.0' R30.0' R60.0' R30.0' R15.0' R10.0' 24.0' 35.0' R4.0' R4.0' R4.0' R4.0' R8.0'SDSDSDSDSDSDSDSDSDDYHR/WR/WR/WR/WR/WR/WR/WR/W35 36 37 36 9.0' 9.0' 2FM 2FM 2FM 2FM 2FM 2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM 2FM LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LO DLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL OD LOD LO D L O D LO D L O D L O D LO DLODLOD LO D LO D L O D LO D L O D LO D LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODEDUCATION LOOP RDSD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDDYH R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSD SD SD SD SD SD SD SDSDSDSDSDSDSD 34 33 32 32 3130 35 35 36 37 36 BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY SITE PLAN SITE CONTEXT MAP SCALE: 1" = 60' SITE DATA O&I SETBACKS: ALLOWED PROP. FRONT SETBACK:25'x SIDE SETBACK:NOT REQ'D SEE BELOW REAR SETBACK:NOT REQ'D SEE BELOW 3.1.3 C. NO INTERIOR SIDE OR REAR SETBACKS ARE REQ'D FOR NON-RESIDENTIAL STRUCTURES FROM LOT LINES SHARED WITH ABUTTING NON-RESIDENTIAL USES WHERE THE STRUCTURE AND THE ABUTTING USE ARE LOCATED WITHIN THE B-1, B-2, O&I, AC, I-1, and I-2 DISTRICTS. MIN. LOT AREA 15,000 SF MIN. MIN. LOT WIDTH 90 LF MAX COVERAGE 50%9.2% MAX HEIGHT 52'20' BUILDING TYPE: REQUIRED PARKING: VOCATIONAL / TRADE SCHOOL 3 SPACES/1,000 SF GFA PROPOSED PARKING:39 SPACES (INCL 2 HC) PROP. WATER & SEWER NEEDS: DEVELOPMENT DATA PARCEL ID:R02600-004-005-000 DEED BOOK/PAGE:BK005403 PG002053 ADDRESS:4500 BLUE CLAY RD. EDUCATION LOOP RD. CURRENT OWNER:CAPE FEAR COMMUNITY COLLEGE 411 N. FRONT ST. WILMINGTON, NC 28401 MUNICIPALITY:NHC ZONING:O&I CURRENT USE:UNUSED PROPOSED USE:821-SCHOOL LINEMAN TRAINING TOTAL AREA:2.08 ACRES WETLANDS:NONE SOILS:Stallings fine Murville fine (SEE MAP SHEET G-01) FLOOD DATA:ZONE X-PANEL # 3720323000K eff. 8/28/2018 IMPERVIOUS DATA ON-SITE SIDEWALK (CONCRETE) ON-SITE STREETS ON-SITE BUILDINGS ON-SITE PARKING (GRAVEL) IMPERVIOUS AREA = NONE = NONE = NONE EXISTING PROPOSED = 3,040 SF = NONE = 20,964 SF = 441 SF OFF-SITE FUTURE ON-SITE = NONE = NONE = NONE EXISTING BUA TO REMAIN N/A = NONE = NONE N/A ON-SITE PARKING (PAVED) = NONE = 335 SF ON-SITE D/W APRON = NONE = 1,244 SF ON-SITE C&G = 130 SF = 71 SF ON-SITE SIDEWALK (REMOVED)= 215 SF - ON-SITE C&G (REMOVED)= 130 SF - TOTAL = 345 SF = 26,095 SF 0.003% 28.8% ADA PARKING GRAPHIC SCALE: 1" = 20' 20'10'0 20'40' NORTH of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C3.0 ## Site Plan Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com GRAVEL PARKING DETAILED SITE PLAN 1 C3.0 1 C3.0 PARKING STOP 1 C7.0 5 C7.0 2 C7.0 1 C7.0 HEAVY DUTY RIGID PAVEMENT 1 C7.0 HEAVY DUTY RIGID PAVEMENT CONCRETE SIDEWALK 4 C7.0 CONCRETE SIDEWALK 4 C7.0 TIMBER PARKING LOT EDGING 3 C7.0 PROPOSED PROJECT BOUNDARY PROPOSED LIMIT OF DISTURBANCE (1.36 AC.) FUTURE LAY-DOWN YARD TO REMAIN VEGETATED. BUSH-HOG ACCORDING TO DETAIL PROP. SIDEWALK RAMP 7 C7.0 6 C7.0 BOLLARD (TYP.)1 C6.0 EXISTING DRAINAGE DITCH TO BE CLEARED ACCORDING TO DETAIL. 1 C6.0 STORMWATER NOTE: CAPE FEAR COMMUNITY COLLEGE IS UNDER AN EXISTING NCDEQ PERMIT (SW8 990923). THE EXISTING PERMIT DELINEATES THE PROPOSED PROJECT SITE TO POND #1 WITH A FUTURE IMPERVIOUS ALLOCATION OF 1,103,083 SF. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 LOCKERSN.I.C.LOCKERSN.I.C. Panel LO D LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLO D LO D LO D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O D L O D L O D L O D L O D L O DLODLOD L O D L O D L O D L O D L O D LODLOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODEDUCATION LOOP RD36 36 35 34 33 32 31 30 29 33 32 31 28 29 30 34 36 35 34 34 36 SD SD SD SD SD S D S D SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDDYHR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSD SDSD SD SD SD SD SD SD SD SD 34 33 32 32 3130 35 35 36 37 36 FFE = 35.3 BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY GRADING PLAN GRAPHIC SCALE: 1" = 30' 30'15'0 30'60' NORTH of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C4.0 ## Grading & Drainage Plan Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com EXISTING DRAINAGE DITCH TO BE RE-GRADED PROPOSED PROJECT BOUNDARY-90,610 SF (2.08 AC.) PROPOSED LOD 35 36 PROPOSED SWALE TO OUTLET AT EXISTING SWALE FUTURE LAY-DOWN YARD TO REMAIN VEGETATED EXISTING TOPO MIN. EXISTING TOPO MAJ. PROP. TOPO MIN PROP. TOPO MAJ. LOCKERSN.I.C.LOCKERSN.I.C. Panel 2F M 2F M 2F M 2F M 2F M 2FM2FM2FM2FM2FM2FM2FM2FM1.2 5 W 1.2 5 W 1.2 5 W 1.2 5 W 1.2 5 W 1.2 5 W 1.2 5 W 1.2 5 W EDUCATION LOOP RDSDSDSDSDSDSDSDSDSDDYHR/WR/WR/WR/WR/WR/WR/WR/W35 36 37 36 LOCKER SN.I.C. LOCKE R SN.I.C. Panel 2FM 2FM 2FM 2FM 2FM 2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM2FM 2FM 1.25 W 1.25 W 1.2 5 W 1.25 W 1.25 W 1.25 W 1.2 5 W 1.25 W LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLOD LOD LO D LO D LO DLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL OD L OD LO D L O D L O D L O D L O D LO DLODLOD LO D LO D L O D LO D L O D LO D LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODEDUCATION LOOP RDSD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDDYH R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSD SD SD SD SD SD SD SDSDSDSDSDSDSD 30 35 35 2FM2FM 2FM 35.8SDSD SD SDSD SD SD BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY UTILITY PLAN SITE CONTEXT MAP SCALE: 1" = 60' TIE INTO EX. WATER LINE W/ 2" SADDLE & 2" G.V. SANITARY SEWER SERVICE CONNECTION. LOCATED ~600 LF NORTH OF PROJECT SITE. 1.25" RPZ 1.0" METER GRAPHIC SCALE: 1" = 20' 20'10'0 20'40' NORTH of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C5.0 ## Utility Plan Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com EX. SSMH TOP=35.75 INV.IN=30.12 INV.O=30.05 SANITARY SEWER CONNECTION DETAIL SCALE: 1" = 10' 1 C5.0 DETAILED UTIL. PLAN 1 C5.0 APPROX. 807 LF SANITARY SEWER TIED TO EXISTING SEWER 2 C5.0 2 C5.0 GRINDER PUMP 2 C5.0 SANITARY SEWER SERVICE CONNECTION. LOCATED ~600 LF NORTH OF PROJECT SITE. LOCKERSN.I.C.LOCKERSN.I.C.Panel 2F M 2F M 2F M 2F M 2F M 2FM2FM2FM2FM2FM2FM2FM2FM1.2 5 W 1.2 5 W 1.2 5 W 1.2 5 W 1.2 5 W 1.2 5 W 1.2 5 W 1.2 5 W EDUCATION LOOP RDCLacebark Elm CLacebark Elm CLacebark Elm CLacebark Elm SDSDSDSDSDSDSDSDSDDYHR/WR/WR/WR/WR/WR/WR/WR/W35 LOCKERSN.I.C.LOCKERSN.I.C. Panel EDUCATION LOOP RDSD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SDSDSD DYH HR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSD SD SD SD SDSDSDSD SD SD SD SD 30 35 35 BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY GRAPHIC SCALE: 1" = 20' 20'10'0 20'40' LANDSCAPE PLAN of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C6.0 ## Landscape Plan Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com ROUNDED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOTBALL SURFACE TO BE CONSTRUCTED AROUND ROOT BALL. BERM AND TO BEGIN AT ROOTBALL PERIPHERY. BOTTOM OF ROOTBALL RESTS ON EXISTING OR RE-COMPACTED SOIL. UNDISTURBED EARTH. SCARIFY SIDES OF THE TREE PIT WITH RAKES OR TINES. NATIVE SOIL OR APPROVED IMPORTED BACKFILL. SHREDDED HARDWOOD MULCH 3" DEPTH. 1" MAX. DEPTH OVER ROOTBALL. ROOTBALL B&B OR CONTAINER PULL BACK BURLAP ON TRUNK AT UPPER 1/3 OF ROOTBALL, CLIP WIRE BASKETS IN 3-4 SECTIONS AND REMOVE STRING. INSURE THAT BASAL ROOTS OR TRUNK TAPER IS VISIBLE-DO NOT COVER WITH SOIL OR MULCH.SCARFICATION OF EXISTING SOIL 3' RADIUS MIN. FOR TREES 2" CAL. OR GREATER. FOR TREES PLANTED ON SLOPES LESS THAN 3:1, TAPER SOIL AROUND TREE 1.5X WIDTH OF TREE BALL. FOR TREES PLANTED ON SLOPES GREATER THAN 3:1, THE SOIL TAPER AROUND THE TREE SHOULD NOT EXCEED 2:1 BALL DEPTHS SHOULD BE 1/2 THE BALL ABOVE GRADE, BUT IF DEPTHS VARY ALL TREES IN A GROUP SHOULD BE SET SO THAT THE BASE OF THE TRUNK WILL APPEAR TO BE SAME RELETIVE ELEVATION. NOTES NTS TREE PLANTING DETAIL 2 C6.0 STAKING DETAILS - LARGE AND SMALL NTS 4 C6.0 MULCH MULCH PLAN VIEW LODGE POLE STAKES RUBBER OR NYLON TREE TIES. 2'-0" 6'-0" 2.5" OR GREATER CALIPER STAKING DETAIL GUYING STAKE TO BE 2x2 UNTREATED WOOD OR APPROVED EQUAL. TREE GUYING TO BE FLAT, WOVEN POLYPROPYLENE MATERIAL, 3/4" WIDE MIN. OR APPROVED EQUAL. NON-ABRASIVE RUBBER TIES. TWO (2) 3" LODGE POLE PINE STAKES OR APPROVED EQUAL. INSTALL APPROX. 2" AWAY FROM THE EDGE OF THE ROOTBALL. STAKE LOCATION SHALL NOT INTERFERE WITH PERMANENT BRANCHES. 1"-2.5" CALIPER STAKING DETAIL SHRUBS PLANTING DETAIL NTS 3 C6.0 Insure that the stem is visible. Donot cover with soil or mulch. 3x's widest dimension of root ball Root ball rests on existing or recompacted soil. Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown. Finished grade Min. 3" layer of shredded hardwood mulch. No more than 1" of mulch over root ball.. Shrub Existing soil Prior to mulching lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not overcompact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 4"H x 8"W Round-topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery.. ROOT BALL 1-NO 2-LE 1-CM 1-WO 1-WO 1-LE 2-FH 1-NO 1-CM Ulmus parvifoliaLacebark Elm BOTANICAL NAMECOMMON NAME LARGE SHADE TREES LANDSCAPE SCHEDULE LE 3" CAL.HT.ROOTQUAN.CODE B&B Ilex x attenuata 'Fosteri'Fosters HollyFH B&B REMARKS Lagerstroemia indica x fauriei 'Natchez'CM 2 SMALL SHADE TREES Natchez Crape Myrtle Quercus phellos ‘QPSTA’ P.P.#13,677Hightower Willow Oak2 2 WO B&B 4 Quercus nuttalliiNuttall Oak2NO B&B 3" 3" 3" 8-10' NORTH LANDSCAPED AREA PARKING LOT LANDSCAPING STREETYARD FOUNDATION PLANTINGS CODE CITED REQUIRED QUAN.PROV.QUAN P.LOT INTERIOR LANDSCAPING SHALL BE EQUAL TO 8% OF TOTAL AREA USED FOR PARKING. 1 PLANTED OR EX. TREE SHALL BE REQ'D FOR EVERY 144 SF OF TOTAL INTERIOR LANDSCAPED AREA, MIN. 1/ISLAND. 75% OF TREES REQ'D SHALL BE CANOPY, MIN 3" CAL. P.LOT IS INTERIOR TO THE CAMPUS PARCEL, NO R/W AND NO STREETYARD REQUIRED 21,052 sf x 0.08 = 1,684 SF INTERIOR LANDSCAPE REQ'D 1,684/144 = 12 TREES 1,684 SF INTERIOR LANDSCAPING 10- - CANOPY TREES 2 - UNDERSTORY TREE N/A N/A LANDSCAPE CALCULATIONS FOUNDATION PLANTING AREA SHALL BE A MIN. OF 12% OF THE AREA OF THE BLDG. FACE ADJ. TO THE PARKING AREA & INTERNAL DRIVE. PORTIONS OF BLDGS. WITH DRIVE-UP SERVICES ARE EXEMPT FROM THESE REQ. 520 sf x 0.12 = 63 SF OF REQUIRED FOUNDATION LANDSCAPING 500 SF FOUNDATION LANDSCAPING PROVIDED 1-LE 8-EA 7-JUN 18-PMG SHRUBS Juniperus virginiana 'Grey Owl'Grey Owl Junper15JUN 3 Gal. Muhlenbergia capillarisPink Muhly Grass18PMG Thuja occidentalis 'Smaragd'Emerald Arborvitae8EA 3 Gal. 10 Gal. 45-LIR Liriope muscari 'Super Blue'Super Blue Liriope45LIR 1 Gal. 4-JUN 4-JUN 18-PMG 250 SF FOUNDATION PLANTING 250 SF FOUNDATION PLANTING CLEAR EXISTING DRAINAGE DITCH ~40,000 SF DRAINAGE DITCH CLEARING & BUSH HOG AREAS SCALE: 1" = 100' 1 C6.0 1 C6.0 MOW & CLEAR EX. DRAINAGE DITCH BUSH HOG LAY-DOWN AREA OUTSIDE OF LOD (~50,000 SF) SEE SHEET C1.0 FOR GENERAL LANDSCAPE NOTES* LOCKERSN.I.C.LOCKERSN.I.C.18.0' 8.0' R10.0' 9.0' 9.0' BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY GRAVEL PARKING LOT EDGING SECTION NOT TO SCALE 6'-0" 9" 4. 2 5 "2"ISOMETRIC HOLE FOR 5/8 ∅ DOWEL. 1 FT. FROM EACH END. (TYPICAL OF 2 HOLES) DRILL HOLE THRU PAVEMENT. DRIVE 24" LONGSTEEL PIN THROUGH WHEEL STOP AND PAVEMENT INTO SUBGRADE 3'15' TO END OF STALL CONCRETE WHEEL STOP NOT TO SCALE CONCRETE WHEEL STOP WITH #4 REBAR ANCHOR 6" O.D. STEEL PIPE FILLED W/ CONCRETE 4'-0"8"8" FLOAT A SMOOTH CONCRETE DOME TO SHEET WATER OFF BOLLARD GRADE CONCRETE FOUNDATION TYPICAL BOLLARD DETAIL NOT TO SCALE SLOPE EXPOSED CONCRETE AWAY FROM BOLLARD 3"NOTE: BOLLARDS TO BE PAINTED USING 1 COAT OF PRIMER & 2 COATS OF RUSTOLEUM SAFETY YELLOW. PAVEMENT SECTION DETAILS NOT TO SCALE 1 C7.0 6" ABC STONE BASE: COMPACT TO AT LEAST 98% OF NUCLEAR TARGET DENSITY, OR EQUAL TO OR GREATER THAN 100% OF DENSITY OBTAINED BY COMPACTION OF SAMPLE IN ACCORDANCE WITH AASHTO T 180. SUBGRADE: COMPACT TO A DEPTH OF AT LEAST 8" BELOW THE FINISHED SURFACE OF THE SUBGRADE TO A DENSITY EQUAL TO AT LEAST 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T 99. SUBGRADE: COMPACT TO A DEPTH OF AT LEAST 8" BELOW THE FINISHED SURFACE OF THE SUBGRADE TO A DENSITY EQUAL TO AT LEAST 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T 99. 4" ABC STONE BASE: COMPACT TO AT LEAST 98% OF NUCLEAR TARGET DENSITY, OR EQUAL TO OR GREATER THAN 100% OF DENSITY OBTAINED BY COMPACTION OF SAMPLE IN ACCORDANCE WITH AASHTO T 180. 7" REINFORCED,PORTLAND CEMENT CONCRETE (4,000 PSI 28-DAY COMPRESSIVE STRENGTH) OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER BASED UPON SITE SPECIFIC TESTING AND CONDITIONS. ADDITIONAL DEPTH, COMPACTION, OR STABILIZATION METHODS MAY BE REQUIRED BASED UPON THE RESULTS OF SITE SPECIFIC GEOTECHNICAL TESTING TO ENSURE PROPER COMPACTION. RIGID PAVEMENT PARKING STALL HEAVY-DUTY RIGID PAVEMENT GRAVEL PARKING LOT SUBGRADE: COMPACT TO A DEPTH OF AT LEAST 4" BELOW THE FINISHED SURFACE OF THE SUBGRADE TO A DENSITY EQUAL TO AT LEAST 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T 99. 12" ABC STONE BASE: COMPACT TO AT LEAST 98% OF NUCLEAR TARGET DENSITY, OR EQUAL TO OR GREATER THAN 100% OF DENSITY OBTAINED BY COMPACTION OF SAMPLE IN ACCORDANCE WITH AASHTO T 180. GEOTEXTILE FABRIC 3'-0"CONCRETE OR GRAVEL PARKING SURFACE 6" PORTLAND CEMENT CONCRETE (4,000 PSI 28-DAY COMPRESSIVE STRENGTH) SEE DET-XX, PAVEMENT SCHEDULE DETAILS FOR GRAVEL PARKING PROFILE 4"x4" P.T. LUMBER INSTALLED OVER 6"x6". ATTACH USING 8" GALV. LAG SCREW 6"x6" P.T. LUMBER PRE-DRILL & DRIVE #6 REBAR, 18" LONG FLUSH TO TOP OF 6x6 of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C7.0 ## Site Details Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com 2 C7.0 3 C7.0 SECTION A-A A A CONTROL JOINT SECTION B-B SCORE B B TYPICAL SIDEWALK DETAIL NOT TO SCALE FILLED EXPANSION JOINT FILLED EXPANSION JOINT30' 5' 5' 5' FILLED EXPANSION JOINT 1/2" 1/4" 1" NOTES: 1.JOINT MATERIALS TO COMPLY WITH CURRENT NCDOT STANDARDS. 2.SANITARY SEWER CLEANOUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE LOCATED OUTSIDE THE SIDEWALK WHERE FEASIBLE. 3.MINIMUM SIDEWALK WIDTH TO BE 6' IF PLACED AT BACK OF CURB. 4.CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAINED WITHIN A DRIVEWAY) SHALL BE CLASS "A" - 3,000 PSI. 5.MINIMUM REPLACEMENT FOR REPAIRS IS A 5'x5' PANEL. 6.4-INCH STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS AS DIRECTED BY GEOTECHNICAL RECOMMENDATIONS. 7.MINIMUM SEPARATION FOR TUNNELING BELOW SIDEWALK IS 12-INCHES. 8 MAXIMUM ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1. 9.MINIMUM GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAXIMUM CROSS-SLOPE IS 2%. MAXIMUM LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING CONDITIONS, OR NO GREATER THAN THAT OF THE EXISTING ADJACENT ROAD. 4 C7.0 6 C7.0 4" 5ADA PARKING DETAIL & SIGNAGE 1"=10'-0"C7.0 NOTES: 1.ALL STRIPING TO BE 2 UNIFORM COATS OF 4" WIDE BLUE PAINT STRIPS APPLIED TO A CLEAN DRY CONCRETE SURFACE AND TO COMPLETELY CONCEAL THE PAVEMENT. PAINT TO CONFORM TO FEDERAL SPECIFICATION TT-P-115-E. 2.ALL SIGNAGE AND PAVEMENT MARKINGS MUST COMPLY WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3.ASPHALT TO SLOPE UP ON EITHER SIDE OF ADA LOADING STALL TO ALLOW FOR STRIPED AREA TO ACT AS A RAMP UP TO THE SIDEWALK ELEVATION (+6"). ALL SLOPES NOT TO EXCEED 8% 1 VAN ADA SIGN 1 STANDARD ADA SIGN E D D E 1.60" PLAN 2.40" MAX. D .65"1.50"E .45".80"F .90"1.40"G 0.2" F ELEVATION G TRUNCATED DOME DETECTABLE WARNING DETAIL MIN. BUFFER SIDEWALK RAMP TRUNCATED DOMES CURB PROVIDE 6" to 8" SETBACK FROM CURB FACE 24" SPACE BETWEEN LEADING EDGE OF DETECTABLE WARNING AND CURB FACE CANNOT EXCEED 60 INCHES. 60" MAX. 6" SIDEWALK RAMP DETAIL NOT TO SCALE 7 C7.0 DETECTABLE WARNING DOMES BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C8.0 ## Utility Details Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com PRE-APPROVED SUBMITTAL OVERVIEW OF EQUIPMENT FOR BARNESTM GRINDER PUMP STATIONS: TANK 1.TANK SHALL BE CONSTRUCTED OF HIGH DENSITY POLYETHYLENE OR FIBERGLASS POLYESTER RESIN TO WITHSTAND NORMAL EXPOSURE TO 150 PERCENT OF THE MAXIMUM EXTERNAL SOIL AND HYDROSTATIC PRESSURE. 2.TANK CAPACITY SHALL HAVE RESERVE STORAGE OF 360 GALLONS ABOVE THE PUMP ON LEVEL. 3.TANK BASE SHALL CONTAIN A SUFFICIENT COLLAR TO ALLOW THE REQUIRED ANTI-FLOATATION BALLAST. THIS AMY BE CONSTRUCTED SO THAT THE COLLAR CAN EASILY BE INSTALLED DURING INSTALLATION. 4.TANK TOP SHALL CONTAIN AN ALUMINUM HATCH WITH ACCESS DOOR TO ALLOW FOR INSPECTION AND MAINTENANCE, ALSO THE ABILITY TO LOCK TOP WITH A STANDARD PADLOCK FOR SAFETY. 5.TANK INTERNAL DISCHARGE PIPING SHALL INCLUDED SHUT-OFF VALVE, CHECK VALVE, AND 1 1/4-INCH DISCHARGE PIPE. 6.TANK SHALL INCLUDE A STAINLESS STEEL 4/WAY BRACKET TO HANG 3 FLOATS AND PUMP POWER CORD AND A 2-INCH NPT FEMALE ELECTRICAL DISCHARGE COUPLING LOCATED AT THE TOP SIDE OF TANK. CONTROL PANEL 1.THE CONTROL PANEL SHALL BE A NEMA WATERTIGHT ENCLOSURE WITH HINGED LOCKABLE COVER. 2.THE PANEL SHALL HAVE TWO 15 AMP SINGLE POLE BREAKERS FOR SEPARATE CONTROL AND ALARM CIRCUITS. ONE TWO POLE BREAKER SIZED TO PUMP FULL LOAD AMPS FOR EACH PUMP. 3.PANEL TO HAVE A VISUAL ALARM MOUNTED TO THE TOP OF PANEL, WIRED TO STAY ON UNTIL WET WELL DROPS BELOW HIGH LEVEL FLOAT SETTING. AN AUDIO ALARM EXTERNALLY MOUNTED WITH A PUSH-TO-SILENCE BUTTON. 4.MOTOR STARTER SHALL BE DESIGNED FOR CONTINUOUS OPERATION AND EQUIPPED WITH THERM OVERLOADS SIZED FOR NORMAL LOAD RANGE. OVERLOADS ARE CONTAINED WITHIN THE MOTOR ASSEMBLY FOR THE BARNES MODEL OGP AND OGV SERIES GRINDERS. 5.CONTROL SYSTEM DESIGN SHALL BE EQUIPPED TO OPERATE FROM MINI FLOAT LEVEL SENSORS. 6.DUPLEX PANEL SHALL CONTAIN A MANUAL EMERGENCY POWER TRANSFER SWITCH AND GENERATOR RECEPTACLE, AND AN AUTOMATIC PROGRAMMABLE PHONE DIALER TO INCLUDE ALARM POINTS FOR HIGH LEVEL, POWER LOSS, AND CONTROL SYSTEM FAILURE. GRINDER PUMP 1.THE GRINDER PUMP SHALL BE DESIGNED TO BE SUITABLE FOR DOMESTIC WASTEWATER SERVICE. 2.PUMP MOTOR SHALL NOT EXCEED 2 HP AND OPERATE AT 230-240 VOLTS 1 PHASE. 3.GRINDER ASSEMBLY SHALL BE CONSTRUCTED OF STAINLESS STEEL MATERIALS AND CAPABLE OF REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE. 4.PUMP/CORE SHALL BE PROVIDED WITH A MECHANICAL SHAFT SEAL TO PREVENT LEAKAGE BETWEEN THE MOTOR AND PUMP. WIRING DIAGRAM NOTES: 1.THE WIRING DIAGRAMS SHOWN ON THIS SHEET WERE PROVIDED BY BARNES PUMPS AND ARE FOR ILLUSTRATIVE PURPOSES ONLY. 2.COASTAL LAND DESIGN, PLLC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THESE ELECTRICAL WIRING DIAGRAMS OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED AS A RESULT OF INCORRECT INFORMATION PROVIDED TO COASTAL LAND DESIGN, PLLC. 3.THE WIRING DIAGRAMS SHALL NOT BE USED FOR CONSTRUCTION. 4.CONTRACTOR SHALL REFER TO THE LATEST MANUFACTURER'S RECOMMENDATION AND INSTALLATION GUIDELINES FOR THE APPROPRIATE WIRING DIAGRAM. 5.THIS DIAGRAM SHALL NOT BE USED FOR PUMP SYSTEMS OTHER THAN BARNES PUMPS. SIMPLEX WIRING DIAGRAM NOT TO SCALE 1 C8.0 SIMPLEX VENT AND DISCHARGE COUPLINGS NOT TO SCALE 2 C8.0 BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY of ## Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C8.1 ## Utility Details Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com 6"6" 4" CONCRETE ANTIFLOATATION BASE (4'-6" DIA)X4" SIMPLEX LPSS STATION ANTIFLOATATION BASE NOT TO SCALE 2 C8.1 CONNECT TO BALLAST SUPPORT FLANGE (REFER TO MANUFACTURER RECOMMENDATIONS) FIBERGLASS WETWELL 6'-5" CFPUA STANDARD NOTES: 1.ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL STANDARDS. IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 3.WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18" RIGHT-OF-WAY LINE. 4.ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 6.NO FLEXIBLE COUPLINGS SHALL BE USED. 7.ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. 8.CLEANOUTS SHALL BE LOCATED A MINIMUM OF 12 FEET FROM ALL PROPERTY CORNERS. 9.WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNERS. 10.UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER SERVICES SHALL BE DISCONNECTED FROM MAIN. 11.A MINIMUM OF 10' OF MAIN LINE SHALL BE REPLACED FOR NEW CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. EMERGENCY CONTACT PLACARD (SIMPLEX & DUPLEX)1 C8.1 IN THE EVENT OF EMERGENCY CALL ENVIROLINK, INC. 252-235-4900 PUMP OFF PUMP 1 ON ALARM 2" NPT VENT (SHIPPED LOOSE) POLYPROPYLENE LIFTING ROPE INLET PIPE FITTING SHIPPED LOOSE FOR FIELD INSTALLATION 4" PVC - Sch. 40-80 6" PVC - Sch. 40-80 4" C.I. CAULK HUB 4" PVC - SDR-35 NOTE: ALL DIMENSIONS TO BE ±.25 UNLESS OTHERWISE SPECIFIED. BASIN DEPTHS IN 6 INCH INCREMENTS UP TO CONSULT FACTORY FOR OTHER DEPTHS 96 INCHES, THEN IN 12 INCH INCREMENTS.* .38" THK STEEL COVER WITH ASPHALT BITUMINOUS COATING .38" THK. ALUMINUM COVER (SHOWN) .50" THK. FIBERGLASS COVER (ALTERNATE) COVERS HAVE A RATING OF 150# PER SQ. FT. FIBERGLASS BASIN PUMP SHIPPED SEPARATE BALLAST SUPPORT FLANGE A * 42.00 46.00 44.50 B C D BASIN ∅ DIM "B" (36" DIA SHOWN) 1.25" S.S. DISCHARGE FITTING 1.25" TRUE-UNION PVC BALL VALVE ∅DIM "C" SIX (6) 3/8-16 S.S. HEX HEAD BOLTS ON A "D" DIA. B.C. SCH 80 PVC DISCHARGE PIPING PUMP STAND 1.25" FLEXIBLE HOSE (SHIPPED LOOSE) 4.00" APPROX. 22.00" 2" NPT ELECTRICAL CONDUIT HUB (SHIPPED LOOSE FOR FIELD LOCATING) DEPTHS PER NEC AND LOCAL CODES 12.00" 14.50" *DISCHARGE PIPING SHOWN OUT OF TRUE POSITION DIM "A" 6" C.I. CAULK HUB 8" C.I. CAULK HUB 10.00" 6.00" 6.00" SUSPENDED MECHANICAL FLOATS WITH ADJ. WEIGHTS SHIPPED LOOSE OGV 2HP OGP 2HP PUMP OPTION: S.S. CABLE RACK ROTATION KICK-BACK 1.25" NPT COMBINATION FLAP CHECK / ANTI-SIPHON VALVE APPROX 58 GAL. APPROX 95 GAL. APPROX 131 GAL. APPROX 360 GAL. ABOVE PUMP ON LEVEL PUMP DISPLACES APPROX. 3 GALLONS 78.00 "LOW HEAD""HIGH HEAD" 78 42" DIA. BASIN VOLUME IS 5.99 GALLONS PER INCH. COVER LOCK PIN WITH BRASS PAD LOCK (QTY 1) SIMPLEX FLEX HOSE SYSTEM BRUNSWICK, CO., NC THIS PRINT IS AND CONTAINS PROPRIETARY INFORMATION OWNED EXCLUSIVELY BY CRANE PUMPS & SYSTEMS, INC. THIS RESTRICTION INCLUDES, BUT IS NOT LIMITED TO THE CONDITION THAT THIS PRINT WILL ONLY BE USED AS A RECORD OR TO IDENTIFY OR INSPECT PARTS OR FOR OTHER INFORMATION PURPOSES, AND WILL NOT BE USED TO MANUFACTURE OR PROCURE THE MANUFACTURE OF THE PARTS SHOWN IN THIS PRINT BY ANY OTHER SOURCE THAN CRANE PUMPS & SYSTEMS, INC. 7 A 8 B THIS DRAWING IS APPROVED FOR UNCONTROLLED DISTRIBUTION 6 SHEET 5 7 C D 8 6 5 PUMPS & SYSTEMS 24 DWG NO TITLE 3 R REV C âNAE 1 96046 CAGE NO A B 243 C 1 D WWW.BARNES-PS.COM AS A RESULT OF BARNES CONSTANT PRODUCT IMPROVEMENT PROGRAM, PRODUCT CHANGES MAY OCCUR. AS SUCH, BARNES RESERVES THE RIGHT TO CHANGE PRODUCT WITHOUT PRIOR WRITTEN NOTIFICATION r BCD-BRUNSWICK-SFHS1 OF 1 3'-8" BOLT PLACEMENT 3'-6" WETWELL 4'-6" AFC DIAMETER 42 44.5 46 Schematic Design/ Design Development 20 November, 2020 Revisions: © 2020 Sawyer Sherwood & Associate - All Rights Reserved Cape Fear Community College Lineman Facility 4500 Blue Clay Road Castle Hayne, NC 28429 Project No: 20-21668-01 C9.0 ## Arch. Elevations Coastal Land Design,PLLC Civil Engineering / Landscape Architecture Land Planning / Construction Management P.O.Box 1172 Wilmington, NC 28402 Phone: 910-254-9333 Fax: 910-254-0502 NCBELS Firm License No: P-0369 www.cldeng.com of ## BEFORE YOU DIG, CALL R www.nc811.org Carolina North NOT RELEASED FOR CONSTRUCTION ISSUED FOR AGENCY REVIEW ONLY