Highway 27 Self Storage - 2019.03.04 Highway 27 Full Set

COVER SHEETHIGHWAY 27 SELF STORAGECONSTRUCTION PLANS UNDERFOOT PROJECT # C18020.00TOWN OF COATS #SCALE: 1" = 500'NORTHCOVER SHEETEXISTING CONDITIONS & DEMOLITION PLANSITE LAYOUT PLANGRADING & DRAINAGE PLANUTILITY PLANSEDIMENTATION & EROSION CONTROL PLANBMP PLAN AND DETAILSSANITARY SEWER PLAN AND PROFILESSITE DETAILSWATER DETAILSSEWER DETAILSSTORM DRAINAGE DETAILSEROSION CONTROL DETAILSLANDSCAPE PLANSHEET INDEXCOVER C-100 C-200 C-300C-400 C-500C-600C-700C-800C-801C-802C-803C-804L-100HIGHWAY 27 SELF STORAGECONSTRUCTION PLANSUNDERFOOT PROJECT #: C18020.00DATE: 2019.03.04SEALED BY:1149 EXECUTIVE CIRCLE, SUITE C-1CARY, NC 27511P:919.576.9733NCBELS # C-3847 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04SITEEAST STEWART STREET(NC HWY. 27)CONTACT INFORMATIONDEVELOPER/OWNER CIVIL ENGINEERT&L COATS, LLC. 165 SOMMERVILLE PARK ROADRALEIGH, NC 27604LEE [e-mail]919.651.0009UNDERFOOT ENGINEERING, INC. (NCBELS C-3847)1149 EXECUTIVE CIRCLE, SUITE C-1CARY, NC 27511LANDON LOVELACE, PE, LEED AP-ND, [e-mail]919.576.9733LANDSCAPE ARCHITECTVILLAGE GREEN LAND DESIGN PLLC1149 EXECUTIVE CIRCLE, SUITE C-1CARY, NC 27511TERRY BOYLAN RLA, LEED [e-mail]919.624-44686" Domestic Water Line: 792 lf8" Sanitary Sewer: 1045 lfProposed Sewer Flow 3750 gpd Sewer Flow based on 240 gpd for storage and 130 gpd/1000 sf x 27000 sf commercial.PUBLIC UTILITY IMPROVEMENTSN O R T H M C K IN L E Y S T R E E T
(N C H W Y . 5 5 )SOUTH MCKINLEY STREET(NC HWY. 55)NORTH ORANGE STREETSR 1552NORTH POOLE STREETWEST STEWART STREET(NC HWY. 27)NORTH ORANGE STREETPROJECT NARRATIVETHIS PROJECT INVOLVES SUBDIVIDING THREE RECENTLY REZONED LOTS IN DOWNTOWN COATS INTO FOUR COMMERCIAL LOTS. LOT 1 IS PROPOSED TO CONTAIN FIVE BUILDINGS, EACH CONTAINING INDIVIDUAL STORAGE UNITS FOR RENT TO THE PUBLIC. LOT 2 IS PROPOSED TO BE SURFACE STORAGE FOR RECREATIONAL VEHICLES, BOATS AND OTHER TYPES OF TRAILERS WITH INDIVIDUAL SPACES FOR RENT TO THE PUBLIC. LOTS 3 AND 4 ARE PROPOSED FOR FUTURE COMMERCIAL DEVELOPMENT. NO ROADWAY IMPROVEMENTS TO HWY 27 OR SOUTH ORANGE STREET ARE PROPOSED AS PART OF THIS PHASE, HOWEVER, THEY WILL BE REQUIRED AT TIME OF ANY FUTURE DEVELOPMENT ON LOTS 3 AND 4.SITE DATAOwner/Developer: T&L Coats, LLC. Address:238 E. Stewart St, PIN#0690-85-8312.000, 0690-95-1317.000, 0690-95-3453.000Site AcreageExisting Parcel 3.04 ac, 2.61 ac, 2.61 ac respectively (8.26 ac total)Existing Use Single Family, Agricultural, AgriculturalProposed Uses: Self Storage and Commercial Flex SpaceZoning Highway Commercial District C-3Watershed Overlay District Upper Black River / Cape FearLot 1Self StorageProposed Building Area 32,200 sf (5 bldgs)Parking Required: TBD by Zoning Officer per Coats Zoning OrdinanceProposed (incl. HC): 3 spacesLot 2Surface RV and boat storageProposed Building Area 0 sfParking Required: TBD by Zoning Officer per Coats Zoning OrdinanceProposed (incl. HC): 51 spaces for leased surface storageLot 3Future CommercialProposed Building Area 10,000 sfParking Required: TBD at time of developmentProposed (incl. HC): NALot 4 Future Commercial Proposed Building Area 17,000 sfParking Required: TBD at time of developmentProposed (incl. HC): NASetbacks (typ. all 4 lots)Front:40'Rear:30'Corner Side: 30'Side:30'Existing Impervious Calculations Proposed Lot 1 0 sf Proposed Lot 2 0 sf Proposed Lot 4 0 sf Proposed Lot 3Exist. Buildings 2,559 sf Exist. Driveways (gravel): 730 sf Total Area: 3289 sf Percent Impervious: 7.5%Proposed Impervious Calculations Lot 1Parking/Driveway/Sidewalks: 64,705 sf Buildings: 32,200 sf Pervious Surfaces: 48,135 sf Total:145,040 SFLot 2Parking/Driveway/Sidewalks: 36,912 sf Buildings: 0 sf Pervious Surfaces: 22,608 sf Total:59,520 sf Total Site Impervious = 233,699 sf (5.36 ac) = 64.9%Note: Total Site Impervious includes current and future development. All stormwater management systems are designed for ultimate build-out and the future development of parcels 3 and 4 are limited to the impervious totals shown herein.Disturbed Area:On-Site:8.26 acOff-Site:0.74 acTotal:9.00 acProposed Impervious Calculations Lot 3Parking/Driveway/Sidewalks: 22,470 sf Buildings: 10,000 sf Pervious Surfaces: 40,568sf Total:73,038 sf Lot 4Parking/Driveway/Sidewalks: 50,412 sf Buildings: 17,000 sf Pervious Surfaces: 15,234 sf Total:82,646 sf ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS IN PLACE AT TIME OF PLAN APPROVALSURVEYORJOYNER PIEDMONT SURVEYING105 EAST CUMBERLAND STDUNN, NC 28334910.892.2511
N. ORANGE ST.(18' E-E, 50' PUBLIC R/W)NC HWY 27(24' E-E, 60' PUBLIC R/W)N. ORANGE ST. (SR 1552)(18' E-E, 50' PUBLIC R/W)LEGENDEXISTING CONTOUR (MAJOR)EXISTING CONTOUR (MINOR)EXISTING FENCEEXISTING WATERLINEEXISTING SANITARY SEWEREXISTING STORM DRAINAGEEXISTING LIGHT/UTILITY POLEEXISTING FIRE HYDRANTEXISTING WATERLINE VALVEGENERAL NOTESGRAPHIC SCALENORTH1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS. 2. EXISTING SURVEY AND TOPOGRAPHIC INFORMATION IS BASED ON FIELD SURVEY PROVIDED BY JOYNER PIEDMONT SURVEYING (OCTOBER 2018) AS WELL AS GIS INFORMATION . THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. 3. THERE ARE NO JURISDICTIONAL STREAMS OR WETLANDS LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO FEMA FLOODPLAINS LOCATED WITHIN THE PROJECT LIMITS PER FIRM PANEL 3720068000J, EFFECTIVE DATE OCT 3, 2006.4. ORANGE STREET (SR 1552) IS NCDOT MAINTAINED NORTH OF ITS INTERSECTION WITH NC HWY. 27 AND TOWN OF COATS MAINTAINED SOUTH OF THE INTERSECTION.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING, AND PAYMENT FOR ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING DEMOLITION, EXCAVATION, OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. 6. ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. IT IS SOLELY THE CONTRACTOR’S RESPONSIBILITY TO VERIFY ACTUAL IN PLACE SUB-SURFACE UTILITY INFORMATION INCLUDING HORIZONTAL AND VERTICAL LOCATION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.7. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER’S REPRESENTATIVE AT THE CONTRACTOR’S EXPENSE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS, INSPECTIONS, CERTIFICATIONS, AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT OR TOWN OF COATS REQUIREMENT ARE OBTAINED. 9. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREFORE SHALL BE SUBMITTED TO THE OWNER’S REPRESENTATIVE FOR REVIEW PRIOR TO CONSTRUCTION. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER’S REPRESENTATIVE. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY INFRASTRUCTURE REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF ASSOCIATED WORK. 11. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.C-100EXISTING CONDITIONS & DEMOLITION PLANEXISTING ELECTRIC LINESEALED BY:1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847TOTAL SITE AREA= 8.26 AC EXISTING PAVEMENT/CURB & GUTTERTO BE REMOVED1. REFER TO GENERAL NOTES ON THIS SHEET.2. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE PROPERLY DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.3. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE REMOVED COMPLETELY. THE EXCAVATED AREA SHALL BE BACKFILLED WITH CLEAN FILL MATERIAL AND COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING TREES AND OTHER VEGETATION, ONLY AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.5. WITH ANY CONCRETE SHOWN TO BE REMOVED, THE CONTRACTOR SHALL REMOVE THE CONCRETE TO THE NEAREST JOINT OR SAW CUT TO PROVIDE CLEAN EDGE.6. WITH ANY ASPHALT SHOWN TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT TO PROVIDE A CLEAN EDGE.7. ALL UTILITIES TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL NECESSARY MEASURES ARE TAKEN, WHETHER TEMPORARY OR PERMANENT, TO ALLOW FOR PROPER FUNCTIONING OF EXISTING UTILITIES.8. ANY EXISTING WELL HEADS SHALL BE REMOVED TO A MINIMUM OF FIVE (5) FEET BELOW PROPOSED FINAL GRADE AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS. CONTRACTOR SHALL VERIFY THAT WELL HEADS ARE REMOVED TO A DEPTH SUITABLE FOR THE INSTALLATION OF INFRASTRUCTURE AND UTILITIES IN GRADE ABOVE, INCLUDING BUT NOT LIMITED TO STORM DRAINAGE, SANITARY SEWER, WATER, AND ASSOCIATED SERVICES. ALL SERVICE LINES FROM THE WELL SHALL BE COMPLETELY REMOVED. ANY WORK PERFORMED ON THE WELL MUST BE DONE BY A LICENSED UTILITY CONTRACTOR.9. ANY EXISTING SANITARY SEWER SERVICES SHALL BE REMOVED TO THE ADJACENT RIGHT OF WAY LINE AND CAPPED OR GROUTED CLOSED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE LOCATION & EXTENTS OF ANY SEPTIC SYSTEM AND REMOVING COMPLETELY. ANY REMOVAL MUST BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS.DEMOLITION NOTESLOCATION EX. ELEV. SHWT DEPTH. (IN.) INFILTRATION (IN/HR)BORING #1 193.0 53 5.54 BORING #1A 195.0 51 7.09BORING #1B 196.8 89 13.09BORING #2 196.0 58 27.27BORING #2A 200.6 88 7.89BORING #2B 199.9 86 4.29SOIL BORING SUMMARYAPPROX. LOCATION OFSOIL BORINGEXISTING TELECOMM LINEALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS IN PLACE AT TIME OF PLAN APPROVAL
N. ORANGE ST.(18' E-E, 50' PUBLIC R/W)NC HWY 27(24' E-E, 60' PUBLIC R/W)SSBMP #1(INFILTRATIONBASIN)BMP #2(INFILTRATIONBASIN)N. ORANGE ST. (SR 1552)(18' E-E, 50' PUBLIC R/W)HCSC-200SITE LAYOUTPLANPAVEMENT MARKING & SIGNAGE NOTES1. REFER TO GENERAL NOTES ON SHEET C-100.2. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED TOWN OF COATS STANDARDS. 3. TREES SHALL NOT BE PLANTED IN ANY TOWN OF COATS SANITARY SEWER EASEMENTS.4. ALL PROPOSED PAVEMENT SECTIONS ARE MINIMUM STANDARDS. FINAL PROPOSED PAVEMENT SECTION DESIGNS WILL NEED TO BE PROVIDED TO THE TOWN FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF ANY BASE MATERIAL.5. ADA RAMPS SHALL BE CONSTRUCTED TO NCDOT SPECIFICATIONS WITH A 4'x4' LANDING AREA AND 48" PASSING DISTANCE BEHIND RAMP. 6. ALL HARDSCAPE MATERIAL PER ARCHITECTURE PLANS. 7. SIGNAGE SHOWN IS FOR REFERENCE PURPOSES ONLY. FINAL SIGN PLANS AND PERMITTING WILL BE REQUIRED UNDER SEPARATE COVER.8. BUFFER AND YARD WIDTHS ARE PER TOWN OF COATS UDO. NOTE - LOTS 1 AND 2 "FRONT" ON N. ORANGE STREET. LOTS 3 AND 4 "FRONT" ON HWY 27.1. ALL PAVEMENT MARKINGS AND SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MUTCD, 2009 EDITION.2. PAVEMENT MARKINGS SHALL SHALL COMPLY WITH NCDOT STANDARDS AND SPECIFICATIONS.3. SIGNS MUST USE PRISMATIC SHEETING AND MEET THE MINIMUM RETROREFLECTIVITY LEVELS SHOWN IN THE LATEST EDITION OF THE MUTCD. SITE LAYOUT NOTESR5-1R1-1SIGNAGE AND MARKING LEGENDSTOP SIGN AND 2' THICK WHITE STOP BARHCSSYMBOLR1-1 30" x 30"MUTCD #HANDICAP SIGNSIGN / MARKINGR7-812" x 18"SIGN DIMENSIONSDDO NOT ENTERR5-112" x12"R7-88" A.B.C. COURSE1.5" S9.5B ASPHALTNTSASPHALT PAVEMENT SECTIONPREPARED AND COMPACTED SUBGRADE, 97% STANDARD PROCTOR 1.5" S9.5A ASPHALT OVERLAYPREPARED AND COMPACTED SUBGRADE, 97% STANDARD PROCTOR GRAVEL PAVEMENT SECTIONNTS10" A.B.C. COURSESEALED BY:1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847GRAPHIC SCALENORTHALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS IN PLACE AT TIME OF PLAN APPROVAL
N. ORANGE ST.(18' E-E, 50' PUBLIC R/W)NC HWY 27(24' E-E, 60' PUBLIC R/W)BMP #1(INFILTRATIONBASIN)BMP #2(INFILTRATIONBASIN)N. ORANGE ST. (SR 1552)(18' E-E, 50' PUBLIC R/W)C-201DIMENSIONALPLAN1. REFER TO GENERAL NOTES ON SHEET C-100 AND SITE PLAN NOTES ON SHEET C-200.2. THE INTENT OF THIS PLAN SHEET IS TO MORE CLEARLY SHOW SITE DIMENSIONAL INFORMATION (LOT LINES, SETBACKS, EASEMENTS, ETC.)DIMENSIONAL PLAN NOTESSEALED BY:1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847GRAPHIC SCALENORTHALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS IN PLACE AT TIME OF PLAN APPROVAL
BMP #1(INFILTRATIONBASIN)BMP #2(INFILTRATIONBASIN) C-300GRADING AND DRAINAGE PLANSEALED BY:1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847GRADING & DRAINAGE NOTES1. REFER TO GENERAL NOTES ON SHEET C-100.2. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS OF GEOTECHNICAL ENGINEER.3. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN ROADWAYS, DRIVES, AND SIDWALKS ARE FINISHED ELEVATIONS. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS.4. ALL ELEVATIONS ARE IN REFERENCE TO JOYNER PIEDMONT SURVEYING. SURVEY DATA FROM SURVEY DATED 2018.10.01. 5. ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP, UNLESSS OTHERWISE NOTED.6. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS OF GEOTECHNICAL ENGINEER.7. ALL DROP INLET GRATES SHALL BE STAMPED WITH "DRAINS TO RIVER" IN 3/4" HIGH LETTERING.8. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION FOR THE SITE.9. THE PROJECT REQUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND ENGINEERED STORMWATER CONTROL STRUCTURES AS OUTLINED IN THE NCDEQ BMP MANUAL ARE MET IN THE TWO (2) ON-SITE INFILTRATION BASINS. 10. ALL STORM STRUCTURES WITHIN TRAVEL LANES SHALL BE BUILT TO BEAR H20 LOADING.11. BMPS HAVE BEEN SIZED FOR FUTURE ULTIMATE BUILDOUT. REFER TO IMPERVIOUS SURFACE CALCULATIONS ON THE COVER SHEET.12. DROP INLETS ON LOT 4 SHALL BE CONSTRUCTED WITH STORMWATER SYSTEM FOR LOTS 1 AND 2 - FOR FUTURE OUTPARCEL DEVELOPMENT.TOTAL IMPERVIOUS AREA= 5.36 AC (64.9%)ABBREVIATIONS LEGENDEOP EDGE OF PAVEMENT BOC BACK OF CURB TOW TOP OF WALL BOW BOTTOM OF WALL FG FINISH GRADE FFE FINISH FLOOR ELEVATIONSEALED BY:1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847DRAINAGE SUMMARYGRAPHIC SCALENORTHALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS IN PLACE AT TIME OF PLAN APPROVALUpstream NodeDownstream NodeUpstream Inlet CUpstream Inlet Area (acres)Upstream Intensity* (in/h)Pipe Diameter (in)Material Pipe Length (ft)Capacity (Full Flow) (ft³/s)Total Pipe Flow (ft³/s)Total System Flow (ft³/s)Slope (ft/ft)FES 301 FES 300 0.75 0.83 7.81 15 Class III RCP 50.0 5.42 4.86 4.86 0.0060DI 2032DI 202 0.90 0.15 7.81 15 Class III RCP 57.0 4.89 1.05 1.05 0.0049DI 2022DI 201 0.90 0.36 7.81 15 Class III RCP 72.0 4.94 2.53 3.58 0.0050DI 2012FES 200 0.90 0.46 7.81 15 Class III RCP 86.0 4.94 3.23 6.82 0.0050DI 103 DI 102 0.85 0.78 7.81 18 Class III RCP 173.0 8.04 5.18 5.18 0.0050DI 102 DI 101 0.90 0.10 7.81 18 Class III RCP 131.0 8.04 0.70 5.88 0.0050DI 101 FES 100 0.85 0.11 7.81 18 Class III RCP 51.0 8.12 0.73 6.61 0.0051Notes:1HGL is dependent on tailwater from BMP; entire length of pipe is o-ring gasketed w/ joints wrapped in geo-fabric2Double Inlets Gutter Spread is from center of Drop InletPipe sizing is based on 10-year storm intensity of 7.81"/hr with a 5 minute TcDI rim elev is @ grateInvert (Upstream) (ft)Invert (Downstream) (ft)Inlet*Elevation (Rim) (ft)Elevation (Invert) (ft)Inlet Type Bypass TargetFlow (Total Intercepted) (ft³/s)Flow (Total Bypassed) (ft³/s)Gutter Depth (in)196.00 195.70 FES 301 NA 196.00 NA NA NA NA -194.20 193.92 DI 203 197.70 194.20 Double NCDOT 840.16 NA1.05 NA 0.9193.92 193.56 DI 202 197.10 193.92 Double NCDOT 840.16 NA2.53 NA 1.7193.56 193.13 DI 201 197.20 193.56 Double NCDOT 840.16 NA3.23 NA 2.1192.40 191.53 DI 103 195.60 192.40 NCDOT 840.16 NA 5.18 NA 3.72191.53 190.87 DI 102 197.00 191.53 NCDOT 840.16 NA NA NA 0.84190.87 190.61 DI 101 196.10 190.87 NCDOT 840.16 NA NA NA 0.84Gutter Spread (ft)-5.67.88.87.24.58.0
BMP #1(INFILTRATIONBASIN)BMP #2(INFILTRATIONBASIN)C-400UTILITYPLAN1. REFER TO GENERAL NOTES SHEET C-1002. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY UTILITIES STANDARD SPECIFICATIONS AND DETAILS THAT ARE CURRENT AT THE TIME OF PLAN APPROVAL.3. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS APPROXIMATE.4. ALL SITE WATER AND SEWER SERVICES SHALL BE INSTALLED TO WITHIN 5 FT OF THE BUILDING. 5. WATER LOCATIONS ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER UTILITY STANDARDS USING BENDS AS SHOWN HEREIN, PIPE DEFLECTION WHEN BENDS ARE ARE NOT SHOWN, AND AS OTHERWISE REQUIRED TO MEET ALL APPLICABLE STANDARDS. LIVES TAPS TO EXISTING WATERLINES SHALL BE OPEN CUT AND BACK-FILLED TO THE EXISTING SECTION. TAPS MUST BE COORDINATED WITH TOWN OF COATS PUBLIC UTILITIES.6. ELECTRIC POWER SERVICES AND FINAL SITE LIGHTING PLAN TO BE COORDINATED WITH DUKE POWER.7. FDC LOCATION AND SIZE TO BE COORDINATED WITH MECHANICAL DRAWINGS. 8. CONTRACTOR TO COORDINATE DRY UTILITIES (PHONE, CABLE, POWER, ETC.) WITH THE APPROPRIATE SERVICE PROVIDER. 9. CONTRACTOR TO VERIFY WATER LINE SIZE FOR TS&V. 10. WALL PACK LIGHTS TO BE PROVIDED ON STORAGE BUILDINGS IN LOCATIONS DESIGNED BY DUKE ENERGY IN COORDINATION WITH OVERALL SITE LIGHTING DESIGN. GENERAL UTILITY NOTESSEALED BY:1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847TYP. STREETLIGHT DETAILGRAPHIC SCALENORTHALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS IN PLACE AT TIME OF PLAN APPROVAL
SB#1(SKIMMER BASIN)SB#2(SKIMMER BASIN)EROSION CONTROL NOTES1. REFER TO GENERAL NOTES SHEET C100.2. A PRE-CONSTRUCTION MEETING IS REQUIRED FOR THIS PROJECT. 3. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE ENTIRE LIFE OF THE PROJECT.4. CONTRACTOR SHALL CONDUCT GRADING OPERATIONS IN A MANNER THAT ENSURES NO SEDIMENT IS ALLOWED OFF-SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT NO SEDIMENT IS ALLOWED OFF-SITE. IF ADDITIONAL MEASURES ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY TO DISCUSS DESIGN MODIFICATIONS.5. ALL STREETS ADJACENT TO AND IN FRONT OF THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION MAY BE REQUIRED AT THE CONTRACTOR'S EXPENSE.6. CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES AND BERMS TO ENSURE ALL RUN-OFF IS DIRECTED TO AN EROSION CONTROL MEASURE. 7. ALL TEMPORARY AND PERMANENT GROUND COVER SHALL BE ESTABLISHED PER THE UPDATED NCDWQ REQUIREMENTS. SEE CHART ON THIS SHEET.8. TOPSOIL SHALL BE STRIPPED AND STOCKPILED AND MAY BE USED FOR NON STRUCTURAL FILL AREAS AND LAWN/LANDSCAPE AREAS. 9. ANY CUT OR FILL SLOPE THAT IS 2:1 OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPE DETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES. SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF GRASS BUT MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE GRASS, RED FESCUE OR OTHER APPROVED VARIETY.10. CONTRACTOR SHALL WALK THE SITE WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING GRADING OPERATIONS TO IDENTIFY ANY TREES (IN ADDITION TO CHAMPION TREES NOTED ON THESE PLANS) THAT ARE DESIRABLE TO SAVE. TREES SHALL BE MARKED AND A REASONABLE EFFORT SHALL BE MADE TO SAVE IDENTIFIED TREES.11. PERMANENT GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.12. INDIVIDUAL RESIDENTIAL LOT CONSTRUCTION ENTRANCES SHALL BE INSTALLED SUCH THAT ANY EXISTING SIDEWALKS OR CURB RAMPS PREVIOUSLY INSTALLED TO ADA REQUIREMENTS ARE MAINTAINED IN THAT CONDITION OR MODIFIED TO MEET ADA REQUIREMENTS, AS REQUIRED. LEGENDPROPOSED LIMITS OF DISTURBANCEPROPOSED CONTOUR (MAJOR)PROPOSED CONTOUR (MINOR)PROPOSED INLET PROTECTIONEXISTING CONTOUR (MAJOR)EXISTING CONTOUR (MINOR)PROPOSED SILT FENCEXXXPROPOSED CONSTRUCTION ENTRANCEPROPOSED TREE PROTECTION FENCEXXXPROPOSED SILT FENCE OUTLETPROPOSED DIVERSION DITCH/BERMPROPOSED TEMPORARY ROCK CHECK DAMPERIMETER DIKES, SWALES, DITCHES, SLOPES7 DAYSNONESITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONSHIGH QUALITY WATER(HQW) ZONES 7 DAYS NONESLOPES STEEPER THAN 3:1 7 DAYSSLOPES 3:1 OR FLATTER 14 DAYSALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYSIF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH.NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.STABILIZATION TIME FRAMESXXXXXXOR MAR. 1 - JUN. 30JUN. 1 - SEP. 1SEEDING SCHEDULETYPESHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)PLANTING RATE***BROWNTOP MILLET OR***BROWNTOP MILLET ORAND MAR 1. - APR. 15TALL FESCUE 300 LBS/ACRENOV. 1 - MAR. 1DATEMAR 1. - JUN. 1SOUGHNUM-SUDAN HYBRIDTYPEAUG. 15 - NOV. 1SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1)ABRUZZI RYETALL FESCUEDATESERICEA LESPEDEZATALL FESCUE ANDMAR 1. - APR. 15ADD TALL FESCUESEP. 1 - MAR. 1ADD WEEPING LOVEGRASSPLANTING RATE300 LBS/ACRE30 LBS/ACRESERICEA LESPEDEZA AND25 LBS/ACRE120 LBS/ACRENOV. 1 - MAR. 150 LBS/ACRE30 LBS/ACRE300 LBS/ACRE120 LBS/ACRE125 LBS/ACRE120 LBS/ACREJUL. 1 - AUG. 15TALL FESCUE70 LBS/ACRE25 LBS/ACRE***TALL FESCUE ANDTALL FESCUESOUGHNUM-SUDAN HYBRID35 LBS/ACRE10 LBS/ACREADD ABRUZZI RYE.25 LBS/ACREWITH SEDIMENT PITC-500SEDIMENTATION & EROSION CONTROLPLANSKIMMER BASIN SUMMARYSEALED BY:1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847GRAPHIC SCALENORTHALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS IN PLACE AT TIME OF PLAN APPROVAL1. OBTAIN LAND DISTURBANCE PERMIT.2. INSTALL TREE PROTECTION FENCE AND SILT FENCE, CLEARING ONLY AS NECESSARY TO INSTALL FENCING. ONCE FENCING IS INSTALLED, REQUEST A PRECONSTRUCTION MEETING AND INSPECTION.3. INSTALL REMAINDER OF EROSION CONTROL MEASURES PER THESE PLANS AND NOTES ON THIS SHEET. BEGIN WITH CONSTRUCTION ENTRANCES, THEN PRIMARY SEDIMENT BASINS, FOLLOWED BY RUN-OFF CONTROLSDIVERSIONS.4. OBTAIN A CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A STATE EROSION CONTROL OFFICER.5. BEGIN CLEARING AND GRUBBING, MAINTAINING ALL MEASURES AS REQUIRED. PROCEED WITH SITE GRADING AND STABILIZE AS AREAS ARE BROUGHT TO GRADE. PROCEED WITH REMAINDER OF INFRASTRUCTURE AND UTILITY CONSTRUCTION.6. CLEAN OUT SEDIMENT BASINS WHEN HALF-FULL.7. SEED AND MULCH DENUDED AREAS PER STABILITY TIME FRAMES NOTED ON THIS SHEET.8. MAINTAIN EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. ONCE ALL UPSTREAM AREAS ARE STABILIZED, OBTAIN FINAL APPROVAL BY STATE EROSION CONTROL OFFICER RELEASING THE LAND DISTURBANCE PERMIT.9. REMOVE EROSION CONTROL MEASURES AND STABILIZE FINAL AREAS.10. ONCE ALL UPSTREAM AREAS ARE STABILIZED, BASINS MAY BE CONVERTED TO INFILTRATION BASINS. 11. INLET PROTECTION ON DROP INLETS 103 AND 102 SHALL REMAIN IN PLACE UNTIL DEVELOPEMNT OF FUTURE PARCELS.1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF THEY OCCUR. AFTER ALL ROUGH GRADING IS COMPLETED, TILL SOIL AREAS TO BE SEEDED AND PLANTED TO A DEPTH OF FIVE INCHES.2. REMOVE ALL LOOSE ROCKS, ROOTS, DIRT CLODS, AND OTHER OBSTRUCTIONS LEAVING GROUND SURFACE SMOOTH AND UNIFORM.3. TO PREPARE UNIFORM SEEDBED, INCORPORATE AGRICULTURAL LIME FERTILIZER AND SUPERPHOSPHATE INTO SOIL AREAS TO BE VEGETATED. DISK NUTRIENTS INTO SOIL UNTIL WELL PULVERIZED.4. SEED ON PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK. APPLY TEMPORARY SEEDING TO SOIL STOCKPILE AREAS THAT WILL BE DISTURBED WITHIN 30 DAYS. APPLY PERMANENT SEEDING TO WHERE FINISH GRADES ARE ESTABLISHED.5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR WITH LIQUID ASPHALT AT 400 GAL./ACRE OR EMULSIFIED ASPHALT AT 300 GAL./ACRE OR ANOTHER APPROVED EQUAL.6. MULCH ALL SEEDED AREAS WITH SMALL GRAIN STRAW AT 90 LBS./1000 SF AND SPREAD UNIFORMLY. GROUND SURFACE SHOULD BE VISIBLE TO ALLOW SUNLIGHT PENETRATION.7. AFTER WORK IS COMPLETED AND AREAS ARE STABILIZED, CALL EROSION CONTROL OFFICER FOR SITE INSPECTION AND RECEIVE CERTIFICATE OF COMPLETION. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INSTALL RIP-RAP, AND SEED AND MULCH ANY REMAINING BARE AREAS.CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICES FOR OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS. OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12-INCHES IN HEIGHT BEFORE MOWING. OTHERWISE FESCUE MAY BE SHADED OUT.SEEDBED PREPARATIONSEEDING SCHEDULE NOTESCONSTRUCTION SEQUENCEON-SITE DISTURBED AREA = 8.26 ACOFF-SITE DISTURBED AREA = 0.74 ACTOTAL DISTURBED AREA = 9.00 ACBASIN DA (Ac.)Q10 (cfs) SKIMMER SIZE ORIFICE SIZEDEPTH LENGTH WIDTH PROP. REQ'D PROP. REQ'D PROP. REQ'D(FT) (FT) (FT) (CF) (CF) (SF) (SF) (FT.) (FT.)SB #1 4.63 14.46 2.5 18,193 8,403 12,026 6,301 20 13.6 2.5" 1.2"SB #2 2.45 7.65 2.5 8,030 4,447 5,109 3,334 15 7.2 2.0" 0.9"NOTES:"-I10 7.81 IN/HR-C 0.40-REQUIRED SURFACE AREA BASED ON .01 * Q10 * 43,560 SF/AC-REQUIRED VOLUME BASED ON 1815 CF/ ACRE OF DRAINAGE AREA. DRAWS DOWN OVER 3 DAYS.-VOLUMES SHOWN ARE FOR SEDIMENT STORAGE ZONE. FLOOD STORAGE ZONE IS ONE FOOT ABOVE SEDIMENT STORAGE ZONE.-EROSION CONTROL INSPECTOR CAN REQUIRE ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY.-BMP'S #1 AND #2 SHALL BE USED AS SKIMMER BASINS DURING THE CONSTRUCTION PHASE.WEIRBASIN DIMENSIONS VOLUME AREASEE PLANSEE PLAN
BMP #2(INFILTRATIONBASIN)BMP #1(INFILTRATIONBASIN)1. REFER TO GENERAL NOTES ON SHEET C-100.2. REFER TO CONTRUCTION SEQUENCE ON SHEET C-500 FOR TIMING OF BMP CONVERSIONS.3. NO PLANTINGS OF ANY SORT SHALL BE PERMITTED WITHIN 5' OF THE RISER STRUCTURE.4. A PE CERTIFICATION WILL BE REQUIRED AT TIME OF BMP AS-BUILT.DAM EMBANKMENT CONSTRUCTION STANDARDS1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR – TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698.2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPBMP TABLE MATERIALS.4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUIBMP TABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.8. EARTHWORK COMPACTION WITHIN 3 FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF- PROPELLED ROLLERS.9. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.10. HEAVY EQUIPMENT PASSING OVER POND BOTTOM SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICAL TO AVOID ADVERSELY AFFECTING IN-SITU INFILTRATION RATES. IF POND BOTTOM IS COMPACTED DURING CONSTRUCTION, LIGHT EQUIPMENT SHALL BE USED TO "FLUFF" TOP 12" OF MATERIALS PRIOR TO FINALIZING.11. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2 TO 3 INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR HYDROSEEDED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ESTABLISH FULL VEGETATION, EVEN IF IT REQUIRES SODDING.12. CONTRACTOR SHALL INSTALL GEESE PROTECTION UNTIL ESTABLISHMENT OF PLANTINGS IN THE BMP, IF NEEDED.NOTE: ALL FILL FOR ANY OF THE BMP'S SHALL BE PLACED AT THE DIRECTION AND BY THE RECOMMENDATIONS OF A LICENSED GEOTECHNICAL ENGINEER. ALL FILL SHALL BE MONITORED AND TESTED BY THE GEOTECHNICAL ENGINEER PER THE ABOVE STANDARDS, AS WELL AS ANY OTHER GUIDANCE FROM THE GEOTECHNICAL ENGINEER.BMP NOTESNORTHBMP PLAN & DETAILSC-600SEALED BY:1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS IN PLACE AT TIME OF PLAN APPROVALNORTH'd' DEPTHCURTAIN WALL (CONCRETE SHALL BE 3000 PSI MINIMUM STRENGTH)TYPICAL FLUME DETAILCROSS SECTIONPROFILEN.T.S.FILTER FABRIC12"6"36"48"6"6"8"24"RIP-RAP DISSIPATORSLOPE VARIESVARIESI.W.TOP6"12"3 TIMES INNER WIDTH (I.W.)1:1LENGTH 'L''L' + I.W.1. Prepare soil before installing high-performance turf reinforcement mats (HP-TRMs), including any necessary application of lime, fertilizer, and seed.2. Begin at the top of the slope by anchoring the HP-TRMs in a 6” (15 cm) deep x 6” (15cm) wide trench with approximately 12” (30 cm) of HP-TRMs extended beyond the up-slope portion of the trench. Anchor the HP-TRMs with a row of staples and anchors approximately 12” (30 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to compacted soil and fold remaining 12” (30 cm) portion of HP-TRMs back over seed and compacted soil. Secure HP-TRMs over compacted soil with a row of staples/stakes spaced approximately 12" (30 cm) apart across the width of the HP-TRMs.3. Roll the HP-TRMs (A) down or (B) horizontally across the slope. HP-TRMs will unroll with appropriate side against the soil surface. All HP-TRMs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4. The edges of parallel HP-TRMs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the HP-TRM type.5. Consecutive HP-TRMs spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5cm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire HP-TRM width. *NOTE:In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the HP-TRMs.SLOPE INSTALLATION EARTH ANCHOR (EA) DETAILDisclaimer:The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. 3ADrawing Not To Scale5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-722-2040www.nagreen.com16"(15cm)212"(30cm)6"(15cm)53"(7.5cm)Drawn on: 03-07-113B4"-6"(10 - 15cm)Earth Anchor4Earth AnchorStaples/StakesSheet 1 of 2.2.3 Anchors/SQ.YD.(2.7 Anchors/SQ. M.)1.7 Anchors/SQ.YD.(2.0 Anchors/SQ. M.) CRITICAL POINTSA. Overlaps and SeamsB. Projected Water LineC. Channel Bottom/Side Slope VerticesThe information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. Channel & ShorelineSlopes0.7 Anchors/SQ.YD.(0.8 Anchors/SQ. M.)1.15 Anchors/SQ.YD.(1.35 Anchors/SQ. M.)0.7 Anchors per SQ.YD.(0.8 Anchors per SQ. M.)1.15 Anchors per SQ.YD.(1.35 Anchors per SQ. M.) NOTES:* The performance of ground anchoring devices is highly dependent on numerous site/project specific variables. It is the sole responsibility of the project engineer and/or contractor to select the appropriate anchor type and length. Anchoring shall be selected to hold the mat in intimate contact with the soil subgrade and resist pullout in accordance with the project's design intent.* Anchor Pattern Guide can vary based on earth anchor and blanket selection.* If desired, the system can be soil-filled and sodded after TRM installation. Sod should be staples/staked according to plan specifications.2"-5"(5-12.5cm)3'(0.9m)Drawing Not To Scale5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-722-2040www.nagreen.com1.6'(0.5m)3.3'(1m)1.7 Anchors per SQ.YD.(2.0 Anchors per SQ. M.)2'(0.6m)2"-5"(5-12.5cm)4'(1.2m)C2"-5"(5-12.5cm)Disclaimer:BAC3.3'(1m)1.6'(0.5m)2.3 Anchors per SQ.YD.(2.7 Anchors per SQ. M.)2"-5"(5-12.5cm)1.5'(0.45m)D6'(1.8m)2"-5"(5-12.5cm)A3'(0.9m)2"-5"(5-12.5cm)6'(1.8m)3.3'(1m)2"-5"(5-12.5cm)2"-5"(5-12.5cm)1.6'(0.5m)3.3'(1m)3.3'(1m)B3'(0.9m)Anchor Head (Load-Locked Position)Tendon1. Prepare soil before installing high-performance turf reinforcement mats (HP-TRMs), including any necessary application of lime, fertilizer, and seed.2.Begin at the top of the slope by anchoring the HP-TRMs in a 6” (15 cm) deep x 6” (15cm) wide trench with approximately 12” (30 cm) of HP-TRMs extended beyond the up-slope portion of the trench. Anchor the HP-TRMs with a row of staples and anchors approximately 12” (30 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to compacted soil and fold remaining 12” (30 cm) portion of HP-TRMs back over seed and compacted soil. Secure HP-TRMs over compacted soil with a row of staples/stakes spaced approximately 12" (30 cm) apart across the width of the HP-TRMs.3. Roll the HP-TRMs (A) down or (B) horizontally across the slope. HP-TRMs will unroll with appropriate side against the soil surface. All HP-TRMs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4. The edges of parallel HP-TRMs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the HP-TRM type.5. Consecutive HP-TRMs spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5cm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire HP-TRM width. *NOTE:In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the HP-TRMs.BACDrawn on: 03-07-11Shallow Slopes3:1Steep Slopes2:11:1SLOPE INSTALLATION EARTH ANCHOR (EA) DETAILEmbedment(As Designed)Load Bearing PlateEarth AnchorDetailSheet 2 of 2.
BMP #2(INFILTRATIONBASIN) C-700SANITARY SEWERPLAN & PROFILESSEALED BY:1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847GRAPHIC SCALENORTHALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS IN PLACE AT TIME OF PLAN APPROVALNORTHSANITARY SEWER OUTFALL 'A'
C-800SITE DETAILSSEALED BY:NORTH CAROLIN A L A N D ON M. LOVELACE1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847NOTES:1. DOUBLE GATE SHALL HAVE A STRONG LOCK MECHANISM, DROP ROD, AND TRUSS ROD.2. ALL FENCE COMPONENT MATERIALS SHALL BE EITHER HOT DIPPED GALVANIZED STEEL OR IRON. FENCE FABRIC SHALL BE ALUMINUM COATED WITH BLACK UV RESISTANT VINYL.3. ALL FENCING SHALL BE PROVIDED WITH A BLACK VINYL COATED PRIVACY SLATS ACROSS THE ENTIRE SURFACE AREA OF THE FENCE INCLUDING GATES.4. POSTS SHALL ALSO BE VINYL COATED WITH BLACK UV RESISTANT VINYL.2" LINE POST3" CORNERPULL POSTCONCRETE ENCASEMENT (TYPICAL)1'-0"STRETCH BAR3"2"8'-0"3'-0"TENSION WIRECENTER RAILNOT TO SCALE3 STRAND BARB WIRE CLASS IIIGALVANIZED OR ALUMINIZEDUSE 3-WIRES WITH 45 DEGREE TYPE BARB ARMSTOP RAILDOUBLEGATE4" GATE POST FINISHED GRADE158" O.D. PIPE FRAME14'-0"HINGEFOUNDATIONBELOWSOLID WOOD OR METAL PLATE ATTACHED TO METAL ANGLE FRAME (9' CLEAR DOOR OPENING- TYP 3 PLACES)NOT TO SCALETRASHDUMPSTERCONCRETEAPRON4" CONCRETE FILLED PAINTED METAL BOLLARDS (TYP)RECYCLINGDUMPSTERNOT TO SCALE12" DIA CONCRETE FILLED PAINTED METAL BOLLARDS (TYP)12"12'-0"10'-0"6" CONC. DUMPSTER PAD6" STONE BASECONCRETEFOOTING8'-0"8" CMU. PAINT ALL EXPOSED SURFACES WITH BLOCK FILLER AND EXTERIOR MASONRY PAINT12"22'-0"20'-0"BRICK VENEER TO MATCH BUILDING FACADE BRICK12"12"4"8" CMU. PAINT ALL EXPOSED SURFACES WITH BLOCK FILLER AND EXTERIOR MASONRY PAINTNOTE: DUMPSTER ENCLOSURE WALLS AND FOOTINGS TO BE DESIGNED BY STRUCTURAL ENGINEER TO MEET SOIL CONDITIONS FOUND ON SITEBRICK VENEER TO MATCH BUILDING FACADE BRICKPRECAST STONE CAP1'-4"1'-0"6"6"2'-8"3'-4"3000 PSI CONCRETE FOOTINGSTEEL DOME TOP, WELDED TO TOP OF BOLLARDFIXED, 4" DIAMETER, STEEL PIPE BOLLARD FINISHED GRADENOT TO SCALENOTES:1. CONCRETE SHALL BE 3,000 P.S.I.2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. (A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)3. FINISH ALL CONCRETE WITH CURING COMPOUND.4. REFER TO NCDOT DETAIL 846.01 FOR CURB AND GUTTER SUPERELEVATION RATES.6"1:1A.B.C. UNDER STANDARD CURB & GUTTERNOT TO SCALENOT TO SCALEHANDICAP PARKING AND SIGN PARKINGVANNOT TO SCALE
C-801WATER DETAILSSEALED BY:NORTH CAROLIN A L A N D ON M. LOVELACE1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847NEW ASPHALT SURFACE COARSE 3" MINIMUM1'-0"NOTES: 1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROPRIATE SAW CUT MACHINE. 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. 3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED. 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK. 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH. 7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR ADDITIONAL DETAILS.8. NO HAND PATCHING ALLOWED.9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT PERMIT.STANDARD ASPHALT PAVEMENT PATCH DETAILEXISTING PAVEMENTCOMPACTED FILL IN 6" LIFTSEXISTING SUBGRADENEW ABC 12" MIN. DEPTHPIPEEXISTING ABCUNDISTURBED SOILEXISTING PAVEMENTNOTES: 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL.3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS. 5. ACHIEVE 95% COMPACTION IN BACKFILL.GRADETRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR DUCTILE IRON6" OF #67 STONE WHEN ROCK OR WATER IS ENCOUNTERED6"O.D. OF PIPE6"BACKFILL3'-0" MINFINISHEDCLMINIMUM SIDE CLEARANCEUNDISTURBED SOILCURB AND GUTTERFIRE HYDRANT, PUMPER NOZZLE TO BE POINTED TOWARDS FIRE TRUCK ACCESS.STANDARD FIRE HYDRANT INSTALLATION DETAILNOTES: 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M&H, WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96.3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT.4. STEEL RODS AND BOLTS SHALL BE 34" HOT DIPPED GALVANIZED.5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION. RODS SHALL NOT BE COUPLED MORE THAN ONCE.. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE INSTALLED NO MORE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW.7 CU. FT. CRUSHED STONE MIN.1'-3"x 1'-3"x 4" THICKANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY OTHER WORK CHANGES THE GRADE OF THE FIRE HYDRANT, THE PERSON RESPONSIBLE FOR THE WORK IS RESPONSIBLE FOR ADJUSTING THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE.SIDEWALKTRAFFIC FLANGE BETWEEN 2" - 6" ABOVE GRADEMINIMUM 36" HORIZONTAL CLEARANCE FROM ANY OBJECT.2'-6' MIN.PROPERTY LINERESTRAINING GLANDS6" MIN. BRANCH PIPECOMPACTED BACKFILL (TAMPED IN 6" LIFTS)VALVE BOXRESTRAINING GLANDSUNDISTURBED EARTH.6" GATE VALVE CONC. THRUST BLOCKPAVEMENT1'- 0"MAIN2 1/2" NATIONAL STANDARD OUTLET THREADSHYDRANT OPERATING NUT AND 2 1/2" OUTLET THREADS1 9/16" OPERATION NUTUNDISTURBED SOIL"B""D"NOTES: 1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3.THRUST BLOCKING DESIGN DATA FOR WATER MAINS3" MIN.CLEARANCETHRUST COLLAR, AND THRUST SCHEDULE5. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL W-3.6. THRUST COLLAR MUST BE FACTORY WELDED ON BOTH SIDES ALONG BOTH EDGES OF COLLAR AROUND CIRCUMFERENCE.6" - 16"20" - 24"30" - 36"48" & greater 1'-4"1'-4"1'-4"1'-8""A"I.D. PIPEREINFORCING REQUIREMENTS1'-9"1'-7"1'-7"1'-7""B"2"3"4"6""C""X" BAR"Y" BARO.D.PIPE"A""A"THRUST COLLAR3" MIN.CLEARANCE7/8"5/8"1/2"3/8""D""C"STANDARD THRUST BLOCKING VIEWSTHRUST BLOCKINGTEE INTERSECTIONTHRUST BLOCKAREANOTES:1. CONCRETE SHALL BE 3000 PSI 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS. 3. TRENCHES SHALL CONFORM TO STANDARD DETAIL W-3. 4. SEE STANDARD THRUST BLOCK TABLES, W-10 THRU W-11, FOR AREA OF CONCRETE REQUIRED.5. ALL BENDS AND INTERSECTIONS SHALL HAVE CONCRETE THRUST BLOCKING. 90° BEND 8000 LBS/FT² DRY CLAY - ALWAYS DRYTHRUST BLOCKING DESIGN QUANTITY TABLEREACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90° TO THE THRUST VECTOR.USE 6" - 90 BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR.PLUGPLUGPLUGSTATIC THRUST IN POUNDSSIZE AND DEGREE OF BENDPLUGALL AREAS GIVEN IN SQUARE FEET.NO. OF RODS REQUIREDSIZE OF 45 BEND STATIC THRUST IN POUNDSSTANDARD VERTICAL BENDTOP OF GROUNDCONCRETE THRUST BLOCK AT ALL 45° BENDS SEE W-10 AND W-11.ROD REQUIREMENTSSTRAP DOWN MECHANICAL JOINT RETAINER GLANDTHRUST COLLAR SEE W-10 THRU W-11.5' MINADD MECHANICAL JOINT RETAINER GLANDS THROUGHOUT ASSEMBLY.3/4" THREADED STEEL RODSSTRAPDOWN 5' MIN.SIDE VIEWTOP VIEW4" - 24" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLYFLANGENOTES: 1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS. 2. SEE STANDARD REACTION BLOCK TABLE FOR AREA OF CONCRETE REQUIRED.TAPPING SLEEVEEXISTING MAIN3000 PSI SOLID CONCRETE SHALL BE USED AS FOOTING FOR DUCTILE IRON PIPE.M.J. FITTINGVALVEGATE / TAPPING VALVE
C-802SEWER DETAILSSEALED BY:NORTH CAROLIN A L A N D ON M. LOVELACE1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-384724" + O.D. MAX.12" + O.D. MIN.12 PIPEO.D.SHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELSANITARY SEWER(DUCTILE IRON ONLY) (>16' DEPTH) PIPE LAYING CONDITION "D"SANITARY SEWER(DUCTILE IRON ONLY) (0'-16' DEPTH) PIPE LAYING CONDITION "C"HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEBEDDED PIPE12 PIPEO.D.MINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURERBEDDED PIPEHAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPESHAPED SUBGRADETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELD/2D/8≥3"PIPEO.D.PIPEO.D.24" + O.D. MAX.12" + O.D. MIN.RAM-NEKSEALANTCOMPACTED FILLNOTE: CONCRETE ENCASEMENT SHALL ONLY BE USED IN AREAS WHERE COVER IS TO BE FLUSH WITH PAVEMENT OR CONCRETE. CONCRETE ENCASEMENT SHALL NOT BE USED IN NON-TRAFFIC AREAS AND ABOVE GRADE INSTALLATIONS.COMPACTED FILLFINISHED GRADEBASE COURSEUSE MIN. 4 EA. 3/8" ANCHORBOLTS TO SECURE FRAME TO MANHOLE6" MIN.23.5"STD. MANHOLERING & COVER1.5" MIN.2"1"BASE COURSEEXTENDED BASE(REQUIRED OVER 12')IN NON-TRAFFIC AREAS,TOP OF FRAME AND COVER SHALL BEINSTALLED AT LEAST 2 FT ABOVE FINISH GRADE ORAT LEAST 1 FT ABOVE FLOOD STAGE.1. SEE DETAIL S-28 FOR TYPICAL INVERT.NOTE:NOTES:BASE UNIT112":12" SLOPEON ALL INVERTSBRICK & MORTAR INVERTMIN. 6" GRAVEL BEDDINGWIDTH ASREQUIRED12" MIN.STANDARD MANHOLERING AND COVERMANHOLE STEPS16" O.C.5"8"4' DIA. MIN.2'-0", 3'-0"OR 4'-0"8" MAX. FOR SPACERRISER UNITECCENTRICTAPER UNITUSE 4 EA. 38" ANCHOR BOLTSTO BOLT FRAME TO SPACER.USE ROPE MASTIC SEAL BETWEEN FRAME AND SPACER.JOINTS SHALL BE SEALED WITH A RUBBER O-RINGGASKET OR ROPE MASTIC SEAL.CEMENT GROUT ALL JOINTSINSIDE AND OUTSEE DETAIL S-25918"1034"12"338"114"918"COPOLYMER POLYPROPYLENE PLASTIC M.A. INDUSTRIES MODEL PSI-PF OR APPROVED EQUAL.118"SLOPE 112":12"4" PVC VERTICAL4" SWEEP WYETEE BRANCH SLOPE MIN. 1%CLEANOUT PLUG AND CAPCAST IRON VALVE BOXW/ CHARLOTTE HUBBRASSSCH 40 PVC VERTICALSCH 40 PVC STOP AT R/WPLUG(DO NOT GLUE) 3'-0"MAX.1' insideRWSERVICE LINESANITARY SEWERMAINSANITARY TEE(SAME MATERIALAS MAIN)45°SCH 40 PVC IN-LINE WYE FITTING FOR NEWCONSTRUCTION ORROMAC-CB SADDLEFOR TAP ON EXISTINGSANITARY SEWER MAIN.NOTE:EASEMENT SHALL BE PROVIDED FOR SERVICE CONNECTION WHERE SERVICE CONNECTION IS PLACED OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.1. THE FLOW CHANNEL THROUGH MANHOLES SHOULD BE MADETO CONFORM IN SHAPE AND SLOPE TO THE SEWER MAIN.2. CHANGE IN DIRECTION OF THE CHANNEL SHALL NOT BE EXCEED 90 DEGREES.3. SEE DETAIL S-24 FOR TYPICAL MANHOLE STRUCTURE.SLOPE112":12"NOTE:FLOWSANITA RY
SEWER MADE IN USA
C-803STORMWATER DETAILSSEALED BY:NORTH CAROLIN A L A N D ON M. LOVELACE1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847
C-804EROSION CONTROL DETAILSSEALED BY:NORTH CAROLIN A L A N D ON M. LOVELACE1149 EXECUTIVE CIRCLECARY, NC 27511P:919.576.9733 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB LML 2019.03.04NCBELS # C-3847PIPE OUTLET TO WELL-DEFINED CHANNEL SECTION 'A-A'dFILTERFABRICNOTES:1. TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL HEIGHT AND ALONG STREAMS TO INTERCEPT FLOW AND/OR DIVERT TO A CONTROLLED OUTLET.2. SILT SHALL BE REMOVED WHEN SILT DITCH IS ONE-HALF FULL.3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.GRADESTANDARD TEMPORARY DIVERSION DITCH2 : 1 SLOPE (MAXIMUM)2' MINIMUMSTANDARD TEMPORARY SILT FENCE APLAN VIEWPIPEPIPELSIDE SLOPES2 : 1 (MAXIMUM)STEEP CUT OR FILL SLOPEANOTE:USE SILT FENCE ONLY WHEN DRAINAGE AREADOES NOT EXCEED 1/4 ACRE AND NEVER INAREAS OF CONCENTRATED FLOW.UPSLOPE TOETOP RIM OF DITCHSTEEP CUT OR FILL SLOPEA32" MIN. WIDTH3'-0"2'-0"26"2' MIN.NOTES:1) L = THE LENGTH OF THE RIPRAP APRON.2) d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (inches).3) IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" (inches) ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.4) A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.ARIP RAP APRONTOP RIM OF DITCHFILL SLOPENOTE:STABILIZE DIVERSION DITCH WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING.POSITIVE GRADE 1.0% MAXIMUM18"ANCHOR SKIRT AS DIRECTED BY ENGINEER 6" MINIMUM COVER OVER SKIRT GRADEFILL SLOPE**SILT FENCE FABRICWOVEN WIRE FABRICSTEEL POSTVARIABLE AS DIRECTED BY THE ENGINEERSILT FENCE FABRIC INSTALLED TO SECOND WIRE FROM TOP8'-0" MAXIMUMMINIMUM 10 GAUGE LINE WIRESMINIMUM 1212 GAUGE INTERMEDIATE WIRESEDGE OF DISTURBED AREANOTES:1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE PROTECTED BY FENCING, AS ILLUSTRATED.2. INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN ON PLANS, PRIOR TO COMMENCEMENT OF CONSTRUCTION.3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM OF ONE EVERY 300 FEET. THE SIZE OF EACH SIGN MUST BE A MINIMUM OF 2' x 2' AND BE VISIBLE FROM BOTH SIDES OF THE FENCE. THE SIGN MUST CONTAIN THE FOLLOWING LANGUAGE IN BOTH ENGLISH & SPANISH: "TREE PROTECTION ZONE, KEEP OUT".3. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES OF THE TREE PROTECTION FENCING.4. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.EXISTING SLOPESTANDARD DIVERSION BERM 36" MIN.2' MINIMUMWASTE MATERIAL: COMPACT, SEED & MULCH AFTER CONSTRUCTION OF DITCHDRIP LINEDESIGN OF SPILLWAYSSTANDARD CHECK DAM KEYED RIP RAP0.5'-1'FRONT VIEWVARIES#57 WASHED STONEDRAINAGE AREA (ACRES)WEIR LENGTH (FT)1 4.02 6.03 8.04 10.05 12.011DIMENSIONS SHOWN ARE MINIMUMNOTES:1. HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. 2. KEY RIP RAP INTO THE DAM FOR STABILIZATION.#57 WASHED STONETREE PROTECTION FENCE1.33 lbs/LF STEEL POSTFENCE MATERIAL:ORANGE, UV RESISTANT HIGH TENSILE STRENGTH POLYETHYLENE LAMINAR BARRICADE FABRICTOP ELEVATION OF STORMWATEREXISTING SLOPEVARIESEXISTING SLOPETREEPROTECTIONZONEKEEP OUT4'-0" O.C.MINIMUMATTACH SIGN TO POST#1 RIP-RAPVARIESSIDE VIEW11 MAX.0.5'-1'VARIES4'-0" MINIMUM2'-0" MIN.GRADESTANDARD CATCH BASIN/YARD INLET PROTECTION #57 WASHED STONE PLACED TO A HEIGHT OF 12"-18" MINIMUM ABOVE TOP OF BOXLINE WEIR WITH RIP RAPSTANDARD TEMPORARY SKIMMER BASIN SKIMMER(SEE DETAIL 04000.18)INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR NETTING.CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.SILT FENCE FABRIC ON WIRE FENCENOTE:BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 6 INCHES INTO THE TRENCHWIRE FENCENOTE:USE SILT FENCE OUTLETS ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND THERE IS A LOW AREA. USE AS A REPAIR OF SILT FENCE FAILURES.BOTTOM ANCHORED WITH STAPLESSKIMMER WITH RETRIEVAL ROPE (SEE DETAIL 04000.18)STANDARD TEMPORARY SKIMMER BASIN NOTES:1. DRIVE STEEL FENCE POST AT LEAST 18 INCHES INTO SOLID GROUND.2. WOOD POST ARE NOT ACCEPTABLE.3. DIRECT WATER TO TOP OF BASIN.STONE APRONSTANDARD SILT FENCE OUTLETHARDWARE CLOTHBAFFLES WITH METAL POST, WOVEN WIRE FABRIC BACKING AND COIR FIBER NETTINGTOP OF DAM5'HARDWARE CLOTHFILTER OF 1 INCH DIAMETER # 57 WASHED STONEFLOW DIRECTIONSILT FENCE FABRICGRADEGRADE6"18"SEDIMENT PITFLOWFLOWSTEEL FENCE POST SET MAXIMUM 2 FEET APARTOVERLAP 12 INCHES1DIMENSIONS SHOWN ARE MINIMUM (ACRES)WEIR LENGTH3 8.04 10.05 12.01 (FT)1 4.0DRAINAGE AREA2 6.0WEIR LENGTHFILTER FABRICFILTER FABRICNOTES:1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES.2. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING TO TOWN SPECIFICATIONS.FLOWTOP OF DAM3:15'x3'x18" 6" STONE APRONPROTECT WEIR WITH FILTERFABRIC AND RIP RAPOVERLAP 12 INCHES4" OR 6" PVC5'18"WEIR3:1LENGTHDEPTHRETRIEVALROPESTEEL FENCE POSTFLOW
FILTER OF 1 INCH DIAMETER # 57 WASHED STONEWIRE FENCESTEEL FENCE POSTNOTE:SILT FENCE FABRIC TO OVERLAP HARDWARE CLOTH BY 12 INCHESHARDWARE CLOTH ON WIRE FENCEFLOW
FLOW GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF BOXNOTES: 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED.2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. EXISTING ROADWAY2"-3" STONE TO BE USED(SURGE STONE OR RAILROAD BALLAST)25' OR WIDTH OF PROPOSED STREET, WHICHEVER IS GREATER.STANDARD CONSTRUCTION ENTRANCE 70' MINIMUMGEOTEXTILE FABRIC UNDER STONESTANDARD SKIMMER DETAIL OUTLET END: CONNECTIONTO OUTLET PIPE OR RISERDITCH AND BURY FILTER FABRIC EDGE (MIN. 12" OF FABRIC)RIGID FLEXIBLE JOINTSCHEDULE 40 PVCEXISTING ROADWAYNOTES:1. SKIMMER IS TO BE A SURFACE DEWATERING DEVICE SUCH AS BMP SKIMMER OR APPROVED DEVICE.2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN TEMPORARY BASIN OR TO RISER INLET.3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN.3:1BAFFLES WITH METAL POST, WOVEN WIRE FABRIC BACKING AND COIR FIBER NETTING (TYP.) (SEE SHEET 1)3 FT. POSTSTOP OF DAM6" MIN.RETRIEVAL ROPEFLOATBARREL PIPE LONGER THAN SHOWN.NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.SCREEN ACCESSIBLE THROUGH DOORNEW CONSTRUCTIONBUT SUFFICIENT TO KEEP SEDIMENT ON SITE70' MINIMUMSTANDARD METAL POSTS 2'-0" IN GROUND
BMP #1(INFILTRATIONBASIN)BMP #2(INFILTRATIONBASIN)SEALED BY:CARY, NC 27511P:919.624-4468 Land Design Village GreenSUBMITTAL:DRAWN BY: CHECKED BY: DATE:1ST SUBMITTAL TMB TMB 2019.03.04 HIGHWAY 27 SELF STORAGE CONSTRUCTION PLANSCOATS, NCLANDSCAPE PLANL-1001. SEE SHEET C-100 FOR GENERAL NOTES.2. ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. 3. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.4. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.5. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED.6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK.9. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE AND BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR A ONE YEAR GROWING PERIOD.11. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS.12. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.13. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A MINIMUM 3" DEPTH OF TRIPLE SHRED HARDWOOD MULCH. PLANTING NOTES:NOTES:1. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE DRAINAGE OF ALL PLANTING PITS. (POSITIVE DRAINAGE AWAY FROM PIT)2. ADHERE TO STANDARDS IN THE CITY TREE MANUAL.3. STREET TREES MUST BE 3" CALIPER AT INSTALLATION WITH A 5' MINIMUM FIRST BRANCH HEIGHT.4. PLANTING SEASON OCTOBER - APRIL.5. A TREE IMPACT PERMIT IS REQUIRED.6. ELECTRICAL OUTLETS AND OTHER UTILITIES ARE PROHIBITED IN THE PLANTING AREA IMMEDIATELY SURROUNDING THE TREE.NOTES:1. ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY.2. REMOVE ALL TAGS, TWINE OR OTHER NON-BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR ROOT MASS.UNDISTURBED SOIL. IF SOIL HAS BEEN DISTURBED, TAMP SOIL FOR FIRM BASE UNDER ROOT BALL. PROVIDE DRAINAGE AS NECESSARY.NOT TO SCALENOT TO SCALEMAINTAIN SOIL LEVEL AT OR SLIGHTLY HIGHER THANEXISTING GRADE, TO ALLOW FOR SETTLEMENTFORM CONTINUOUS 4" HIGH SAUCERPRUNE TO REMOVE DEAD OR BROKEN BRANCHES.FINISHED GRADEPINE STRAW OR HARDWOOD MULCH AS SPECIFIED (3" - 4" DEPTH). DO NOT PLACE MULCH IN DIRECT CONTACT WITH TRUNK.SOIL MIX. SEE SPECIFICATIONS FOR DETAILS. WATER AND TAMP TO REMOVE AIR POCKETS.ROOT MASS - REMOVE CONTAINER AND LOOSEN ROOTS OF POTBOUND PLANTS BY SCORING OR PULLING.PROVIDE STAKING IF SPECIFIED. IF STAKING IS PROVIDED, PROTECT TREE WITH BROAD STRAP OR FLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPS TO DEVELOP TRUNK TAPER. PROVIDE TURN BUCKLE AND WARNING FLAGS. REMOVE ALL STAKING AND ACCESSORIES WITHIN ONE YEAR FROM PLANTING. THE ROOT FLARE SHALL BE PLANTED AT GRADE, NO HIGHER THAN 2" ABOVE GRADE, AND NEVER BELOW GRADE. REMOVE EXCESS SOIL TO EXPOSE THE ROOT FLARE AT GRADE. TREE SHALL BE SET PLUMBCOMPLETELY REMOVE TOP HALF OF BURLAP, LACING AND WIRE BASKET AND DISCARD FROM HOLEROOT BALL SHALL BE PLACED DIRECTLY ON COMPACTED SUBGRADE. HANDLE TREE BY THE ROOT BALL ONLY.MULCH DEPTH 3". KEEP MULCH 3" FROM ROOT FLARE AND DO NOT CONTACT STEMWATER SAUCER SHALL BE NO MORE THAN 3" ABOVE GRADEHIGH QUALITY SOIL MIX AS SPECIFIEDDO NOT PRUNE LEADER. PRUNE OR CUT ONLY DEAD OR UNHEALTHY BRANCHESTYPICAL 20' TRANSITIONAL YARD NTSNEW EVERGREEN TREE NEW DECIDUOUS TREENEW 24" SHRUBS EDGE OF BUFFERPROPERTY TYPICAL 100 LF OF TRANSITIONAL YARD20'BOUNDARYAT 6' O.C.PLANTING DETAILLANDSCAPE SCHEDULENOTE: IF ANY DISCREPANCIES OCCUR BETWEEN PLANT COUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLANT COUNTS ON THE PLAN SHALL DICTATE.WAX MYRTLEHOLLY OSMANTHUSJAPANESE CLEYERADWARF BURFORD HOLLYDWARF YAUPON HOLLYSCARLET OAKSWEETBAY MAGNOLIANELLIE STEVENS HOLLYCOMMON NAMESOUTHERN SUGAR MAPLEWILLOW OAKBLACK GUMLAUREL OAKCARISSA CHINESE HOLLYMCCJICBNCLEYERA JAPONICAILEX CORNUTA 'BURFORDI NANA'MYRICA CERIFERAILEX VOMITORIA 'NANA'IVNICCILEX CORNUTA 'CARISSA'OSMANTHUS HETEROPHYLLUSILEX 'NELLIE R STEVENS'BOTANICAL NAMEQCAS REQ'D.OFMGINSQLAS REQ'D.AS REQ'D.AS REQ'D.KEYASQPNSQTY.AS REQ'D.AS REQ'D.AS REQ'D.QUERCUS COCCINEAMAGNOLIA VIRGINIANAACER BARBATUMQUERCUS PHELLOS NYSSA SYLVATICAQUERCUS LAURIFOLIA24" H2" CAL., 10'-12'' HT.2" CAL., 10'-12'' HT.2" CAL., 10'-12'' HT.2" CAL., 10'-12' HT.6' H6' HSIZE2" CAL., 10'-12'' HT.REMARKSTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARDTRANSITIONAL YARD24" H24" H24" H24" H24" HAS REQ'D.AS REQ'D.AS REQ'D.AS REQ'D.AS REQ'D.AS REQ'D.3 X ROOTBALL DIAMETER'GRADE II 20' W TRANSITIONAL YARD PLANTINGS:7 TREES PER 100 LF70 SHRUBS PER 100 LFGRADE II, 20' WIDE TRANSITIONAL YARD REQUIRED FOR C-3 ZONING ADJACENT TO RESIDENTIAL USES. 7 TREES AND 70 SHRUBS REQ'D. PER 100 LF.TREES SHALL BE PLANTED WITHIN 6 FT OF THE CURB OR RIGHT OF WAY, BETWEEN THE CURB & SIDEWALK OR IN THE SIDEWALK. TREE SPECIES SHALL BE THE SAME FOR A STREET. MIN. SPACING 10' O.C., MAX SPACING 40' O.C.CODE SECTIONSEC 5.12.8DTRANSITIONAL YARDPLANTINGSSEC 5.12.8.APLANTING WITHIN STREET YARDSREQUIREMENTCALCULATIONS (REQUIRED/PROVIDED)WEST TRANSITIONAL YARD (LOT 2) = 275 LF (20 TREES & 193 SHRUBS REQ'D.)SOUTH TRANSITIONAL YARD 1 = 215 LF (15 TREES & 151 SHRUBS REQ'D.)SOUTH TRANSITIONAL YARD 2 = 533 LF (37 TREES & 373 SHRUBS REQ'D.)EAST TRANSITIONAL YARD (LOT 1) = 282 LF (20 TREES & 197 SHRUBS REQ'D.)NOTE: TRANSITIONAL YARDS FOR LOTS 3 AND 4 TO BE PROVIDED WHEN THOSE TWO LOTS ARE DEVELOPED.SOUTH TRANSITION YARD 1(SEE TRANSITION YARD PLANTING DETAIL)SOUTH TRANSITION YARD 2(SEE TRANSITION YARD PLANTING DETAIL)EAST TRANSITION YARD (SEE TRANSITION YARD PLANTING DETAIL)WEST TRANSITION YARD (SEE TRANSITION YARD PLANTING DETAIL)STREET TREES TO BE PROVIDED AT THE TIME OF STREET IMPROVEMENTS REQUIRED FOR FUTURE DEVELOPMENT OF LOTS 3 AND 4 SEC 10.1.A.1PERIMETER LANDSCAPINGPERIMETER LANDSCAPE AREAS SHALL BE 8' IN WIDTH ADJACENT TO ALL PARKING SPACES AND TRAVEL AREAS. PROVIDE MEDIUM EVERGREEN SHRUBS AT 5' O.C.EVERGREEN SHRUBS PROVIDED AT 5' O.C. FOR LENGTH OF PARKING AND/OR TRAVEL AREAS ALONG SOUTH ORANGE STREET.NEW 24" SHRUBS AT 3' O.C.DWARF BURFORD HOLLYILEX CORNUTA 'BURFORDI NANA'ICBN 738' PERIMETER YARD24" HGRAPHIC SCALENORTHALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF COATS, HARNETT COUNTY, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS IN PLACE AT TIME OF PLAN APPROVAL