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Home My WebLink About2021-07-29 Lakeside Self-Storage PlansNOT FOR CONSTRUCTION COVER SHEETC-00 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-00 COVER SHEET.DWGPLOTTED: 7/29/2021 1:33 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION LAKESIDE SELF-STORAGE General Notes: 1.ORIGINAL TOPOGRAPHICAL AND BOUNDARY DATA PERFORMED BY ROBINSON & PLANTE, PA. SITE BENCHMARK IS AVAILABLE FROM SURVEYOR. CONTOURS SHOWN HEREON ARE FROM AN ACTUAL FIELD SURVEY. 2.THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. THE OWNER SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF ANY EXISTING FACILITIES. 3.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. 4.ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD. 5.UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL. 6.THERE IS EXISTING UNDERGROUND WATER, SEWER, ELECTRICAL, AND FIBER OPTIC ON-SITE OR WITHIN CLOSE PROXIMITY. CONTRACTORS SHALL DIG WITH EXTREME CAUTION. 8. CONCRETE SUB SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. SHOULD A QUESTION ARISE ABOUT THE PROPOSED PATTERN CONSULT WITH THE ENGINEER PRIOR TO POURING. 9.CONTRACTOR TO FURNISH ALL PAVEMENT MARKINGS AS SHOWN. 10.LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL CENTER AT LEAST 48 HOURS PRIOR TO DIGGING @ 1.800.632.4949. THE SURVEYOR HAS ONLY LOCATED THE UTILITIES THAT ARE ABOVE GROUND AT THE TIME OF FIELD SURVEY. UNDERGROUND LINES SHOWN HEREON ARE APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE SURVEYOR DOES NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE LOCATED HEREON. 11.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. 12.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY, HARNETT COUNTY, AND HARNETT REGIONAL WATER. 13.ALL CONSTRUCTION AND MATERIALS SHALL MEET HARNETT COUNTY SPECIFICATIONS AND STANDARDS, LATEST EDITION. ALL WORK WITHIN NCDOT RIGHT-OF-WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT. 14.ALL CONCRETE PIPE IS TO BE ASTM C-76, CLASS III WITH RAM-NEK. 15.THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAP. FEMA COMMUNITY MAP #: 3720066200J, DATED OCTOBER 3, 2006. 16.ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE. CONSULT THE BOUNDARY SURVEY OF ACTUAL SITE BOUNDARY INFORMATION. 17.WETLANDS ARE NOT PRESENT ON SITE. 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY. ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. 19.PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO INSPECT AND PROOF ROLL THE SUBGRADE. ANY STONE PLACE WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 20.DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND/OR TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL SOILS INVESTIGATION. THEREFORE, THE OWNER/CLIENT IS TO BE AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENT DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS WHICH MAY INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO, TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE DESIGN ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN ENGINEER TO CALL IN A SOILS ENGINEER FOR CONSULTATION AND ADVICE, ETC. - STEPS WHICH TAKEN ALTOGETHER WITH THE INITIAL DESIGN SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE CONSTRUCTION PROCESS IF THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND THE COMPLETED DESIGNED PROJECT. 21.ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED OR MULCH DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. 22.LIGHTS ARE LEASED AND SUPPLIED BY DUKE ENERGY. SEE PHOTOMETRICS SHEET FOR DETAILS. 23.WATER IS TO BE PROVIDED BY HARNETT REGIONAL WATER. 24.THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT FRONTAGES AT THE SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO VERIFY LOT LINE SETBACKS BEFORE SETTING FORMS OR DIGGING FOOTINGS. 25.REGULATORY SIGNS, STOPS SIGNS AND STREET NAME SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE MATERIALS. 26.ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER. 27.ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES: A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE. B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING. C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE. 28.THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED. 29.THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH. 30.ALL HVAC UNITS FOR THE PROPOSED BUILDING WILL BE SCREENED FROM PUBLIC RIGHT OF WAY. 31.ALL CURB AND GUTTER TO BE 24" STANDARD CURB AND GUTTER. ALL CURB AND GUTTER WITHIN NCDOT R/W SHALL BE 30" STANDARD. 32.ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS, AIR ENTRAINED. 33.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE. 34.PROVIDE HANDICAP SIGNS, MARKING AND RAMPS AS SHOWN. 35.HANDICAP RAMPS ARE TO MEET "ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" AS DETAILED IN THE FEDERAL REGISTER, VOLUME 56, NUMBER 144 DATED JULY 26, 1991, RULES AND REGULATIONS ACTIVATED JANUARY 26, 1992. FOR ADDITIONAL INFORMATION, REFER TO THE 2012 NC STATE BUILDING CODE CHAPTER 11, "ACCESSIBILITY." ALL STREET RETURNS TO HAVE H.C. RAMPS. 36.CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND/OR OWNER. ANY CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND/OR OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 37.ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4" MINIMUM OF TOPSOIL, FREE OF ROOT MATTER AND ROCKS AND GRASSED. 38.CONTRACTOR SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND/OR CURB AND GUTTER IS TO BE REMOVED. 39.THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED. 40.ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN AND HANDICAP SYMBOL PAINTED ON THE ASPHALT. NOTE STALLS TO RECEIVE `VAN ACCESSIBLE' SIGNAGE. 41.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE POINTS. 42.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 43.THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION. 44.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. HARNETT COUNTY, HARNETT REGIONAL WATER, & CURRY ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS. 45.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT. 46.ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH CONSTRUCTION PERMIT AND HARNETT REGIONAL WATER . 47.THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST. 48.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH & HARNETT REGIONAL WATER. 49.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. 50.NATURAL GAS MAY BE AVAILABLE. SEE CONTACT INFORMATION THIS SHEET. 51.TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE (APPROVED BY THE ARCHITECT) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURING EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE CONTRACTOR, THE ARCHITECT, AND THE STRUCTURAL ENGINEER. --THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE AND BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND LABORATORY TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS). --IN PAVED AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2000 SQUARE FEET OF FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER, WITH NO LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. 52.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN CUT AREAS TO 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS, AND PAVEMENTS AND 95% OF MAXIMUM DENSITY FOR LAWNS OR UNPAVED AREAS. 53.THE BUILDING CONTRACTOR AND THE SITE WORK CONTRACTOR ARE TO COORDINATE THE INSTALLATION OF DRAINAGE PIPES AROUND THE BUILDING STRUCTURE. 54.ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE DEVELOPER/OWNER. THE TOWN WILL NOT ACCEPT RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO UNDERGROUND SERVICES, NOR WILL THE TOWN ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SERVICE, PAVEMENT PATCHING OR DAMAGE TO LANDSCAPING. THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER. 55.FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES. IN AREAS WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER SURFACE ROADS SHALL BE PROVIDED AND MAINTAINED. 56.ADDRESS NUMBERS, BOTH COMMERCIAL AND RESIDENTIAL, MUST BE POSTED ON THE FRONT OF THE STRUCTURE NEAREST TO THE MAIN ENTRANCE IN A POSITION TO BE PLAINLY LEGIBLE, VISIBLE, AND UNOBSTRUCTED FROM THE STREET OR ROAD FRONTING THE PROPERTY. 57.DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS REQUIRED AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE. 58.(CONSTRUCTION/SITE PLANS) WATER AND SEWER PERMIT APPLICATIONS HAVE BEEN APPROVED BY THE DENR. PERMIT NUMBERS ARE AS FOLLOWS: A.WATER PERMIT NUMBER: N / A B.SEWER PERMIT NUMBER: N / A 59.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER/SEWER PERMITS, ETC. 60.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL HARNETT COUNTY, HARNETT REGIONAL WATER AND NCDENR STANDARDS AND SPECIFICATIONS. 61.MAINTAIN MINIMUM 3' COVER FOR ALL WATER PIPE. 62.WHERE WATERLINE CROSSES: A. SANITARY SEWER: WATERLINE SHALL CROSS ABOVE AND MAINTAIN 2' VERTICAL SEPARATION OR 10' OF HORIZONTAL SEPARATION. IF THIS SEPARATION CANNOT MAINTAIN OR IF WATERLINE PASSES BELOW SEWER LINE THEN BOTH WATERLINE AND SEWER LINE SHALL BE CLASS 50 DUCTILE IRON PIPE FOR A MINIMUM OF 10' EACH SIDE OF CROSSING. B. STORM SEWER: WHERE WATERLINE CROSSES ABOVE MAINTAIN 1' VERTICAL SEPARATION, WHERE WATERLINE CROSSES BELOW MAINTAIN 2' VERTICAL SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED WATERLINE SHALL BE CLASS 50 DUCTILE IRON PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING. 63.WHERE SANITARY SEWER CROSSES STORM MAINTAIN 2' SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED SANITARY SEWER SHALL BE CLASS 50 DUCTILE IRON PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING. 64.REFERENCE NC 15A, 18C, .0906 FOR ADDITIONAL CROSSING INFORMATION. THIS CRITERIA SHALL BE MET AT ALL CROSSINGS. 65.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 66.HOURS OF OPERATION WILL BE 7 AM - 6 PM, MONDAY-FRIDAY. 1st SUBMITTAL TO HARNETT COUNTY: JULY 29, 2021 HARNETT COUNTY, NORTH CAROLINA SITE PLAN Civil Engineering: The Curry Engineering Group, PLLC NC License # P-0799 PO Box 2018 205 S. Fuquay Ave Fuquay-Varina, NC 27526 919.552.0849 (o) 919.880.9857 (m) Contact: Don Curry, PE don@curryeng.com Developer: GOVERNING AGENCIES:UTILITY AGENCIES: PLANNING/ZONING/LANDSCAPE EROSION CONTROL STORMWATERWATER & SEWER HARNETT COUNTY PUBLIC UTILITIES DEPT. 700 McKINNEY PARKWAY LILLINTON, NC 27546 910.893.7575 CONTACT: MR. SHANE CUMMINGS NCDENR-DWQ SEWER NCDENR DIVISION OF WATER RESOURCES FAYETTEVILLE REGIONAL OFFICE 225 GREEN STREET SUITE 714 FAYETTEVILLE, NC 28301 910.433.3300 NCDENR-PUBLIC WATER SUPPLY NCDENR DIVISION OF WATER RESOURCES RALEIGH REGIONAL OFFICE 512 N. SALISBURY STREET RALEIGH, NC 27604 919.707.9100 ENGINEERING MS CONSULTANTS, INC 920 MAIN CAMPUS DRIVE RALEIGH, NC 27606 919.818.2235 CONTACT: MR. BILL DREITZLER, PE NCDEQ DIVISION OF ENERGY, MINERAL & LAND RESOURCES FAYETTEVILLE REGIONAL OFFICE 225 GREEN STREET, SUITE 714 FAYETTEVILLE, NC 28301 910.433.3300 CONTACT: MS. JODI PACE DRAWING INDEX Sheet Number Sheet Title C-00 COVER SHEET C-01 EXISTING CONDITIONS & DEMOLITION PLAN C-02 OVERALL SITE & UTILITY PLAN C-03 SITE & UTILITY PLAN C-04 OVERALL GRADING & DRAINAGE PLAN C-05 GRADING & DRAINAGE PLAN C-06 SCM PLAN & SECTIONS I C-07 SCM PLAN & SECTIONS II C-08 LANDSCAPE PLAN D-01 UTILITY DETAILS I D-02 UTILITY DETAILS II D-03 SITE DETAILS D-04 STORM DRAINAGE DETAILS D-05 LANDSCAPE DETAILS EC-01 EROSION CONTROL PLAN - INITIAL PHASE EC-02 EROSION CONTROL PLAN - CONSTRUCTION PLAN EC-03 EROSION CONTROL DETAILS I EC-04 EROSION CONTROL DETAILS II EC-05 EROSION CONTROL DETAILS III EC-06 EROSION CONTROL DETAILS IV SW-01 PRE-DEVELOPMENT DA MAP SW-02 POST-DEVELOPMENT DA MAP SITE INFORMATION LOCATION: 5556 NC 210 N ANGIER, NC 27501 MUNICIPALITY: HARNETT COUNTY ZONING: COMM ACREAGE: 8.23 AC NC WATERSHED: WS-IV-P CAPE FEAR RIVER (LILLINGTON) LAND USE CLASSIFICATION: COMMERCIAL BUILDING: TOTAL DWELLING UNITS: 1 OFFICE SPACE: 2,500 SF INDUSTRIAL SPACE: 7,100 SF TOTAL BLDG.: 9,600 SF PARKING: TOTAL PROPOSED SPACES: 17 REGULAR SPACES 2 H/C SPACE = 19 SPACES IMPERVIOUS AREAS EXISTING: SIDEWALK: 66 SQ FT BUILDING: 4,042 SQ FT TOTAL IMPERVIOUS: 4,108 SQ FT (0.09 AC) (1.1%) PROPOSED (CURRENT): PAVEMENT: 21,537 SQ FT (0.49 AC) GRAVEL: 141,189 FT (3.24 AC) BUILDING: 39,215 SQ FT (0.90 AC) TOTAL IMPERVIOUS: 201,941 SQ FT (4.63 AC) (56.3%) PROPOSED (FUTURE): PAVEMENT: 21,537 SQ FT (0.49 AC) GRAVEL: 107,189 SQ FT (2.46 AC) BUILDING: 73,215 SQ FT (1.68 AC) TOTAL IMPERVIOUS: 201,941 SQ FT (4.63 AC) (56.3%) MAX. ALLOWABLE IMPERVIOUS: 4.71 AC (W/ SNIA APPROVAL) SCALE: 1" = 500' VICINITY MAP NC-21 0 N N Imperial Self-Storage Development, INC. 6917 NC 55 Hw. Fuquay-Varina, NC 27526 919.369.9872 Contact: John Auton jauton@issdinc.com HARNETT COUNTY PLANNING DEPT. 108 E. FRONT ST. LILLINGTON, NC 27546 910.893.7525 OPT. 4 CONTACT: MR. LANDON CHANDLER NCDEQ DIVISION OF ENERGY, MINERAL & LAND RESOURCES RALEIGH REGIONAL OFFICE 512 N. SALISBURY STREET RALEIGH, NC 27604 919.807.6369 CONTACT: MR. ROBERT PATTERSON, PE Architect: G. Cleveland Pate, PLLC 919.851.0052 Contact: Ginger Anderson patearchitecture@gmail.comNEILLS CREEK RDSITE Surveyor: Robinson & Plante, PC 970 Trinity Road Raleigh, NC 27607 919-859-6030 (o) Contact: Buddy Plante, PLS buddy@robinsonplante.com RIP RAP UGFOM-UNDERGROUND FIBER OPTIC MARKER UGFOB-UNDERGROUND FIBER OPTIC BOX UGGLM-UNDERGROUND GASLINE MARKER GV-GAS VALVE RWMK-REUSE WATER MARKER RWMH-REUSE WATER MANHOLE UGTSB-UNDERGROUND TRAFFIC SIGNAL BOX TSB-TRAFFIC SIGNAL BOX EM-ELECTRIC METER FES-FLARED END SECTION STMH-STORM MANHOLE CB-CATCH BASIN CP/X-CALCULATED POINT BISF-BENT IRON STAKE FOUND NF-NAIL FOUND RBS-REBAR SET SQIBF-SQUARE IRON BAR FOUND AXL-AXLE FOUND STL-SEPTIC TANK LID TP-TELEPHONE POLOE VWSSE-VARIABLE WIDTH SANITARY SEWER EASEMENT TCE-TEMPORARY CONSTRUCTION EASEMENT UE-UTILITY EASEMENT SUP-SUPPORT POLE OHSUPL-OVERHEAD SUPPORT LINE CO-CLEAN OUT GW-GUY WIRE TS-TRAFFIC SIGN IPF-IRON PIPE FOUND LP-LIGHT POLE RCP-REINFORCED CONCRETE PIPE PP-POWER POLE OHPL-OVERHEAD POWER LINES OHP&PHL-OVERHEAD POWER AND PHONE LINES MH-SANITARY SEWER MANHOLE BC-BACK OF CURB EOP-EDGE OF PAVEMENT -U-UTILITY EASEMENT -TCE-TEMPORARY CONSTRUCTION EASEMENT -OHP-POWER EASEMENT -RW-UNDERGROUND REUSE WATER LINE -E-UNDERGROUND POWER LINE -S-UNDERGROUND SEWER FORCEMAIN LINE OHPHL-OVERHEAD PHONE LINES RBF-REBAR FOUND (O)-POSSIBLE OVERLAP LINE BEARING AND DISTANCE LINE BEARING DISTANCE L1 N 49°33'34" E 52.18' L2 N 46°23'34" E 54.91' L3 S 08°19'14" E 34.49' L4 S 04°17'59" E 50.93' L5 S 01°57'43" E 51.89' L6 S 00°18'26" E 49.85' L7 N 79°41'33" W 46.26' L8 N 58°04'31" E 51.21' L9 N 53°38'34" E 82.90' L10 N 49°33'34" E 50.30' L11 N 46°28'09" E 47.14' L12 S 56°36'56" E 30.72' L13 S 80°50'15" E 31.40' L14 S 08°10'39" E 27.82' L15 S 04°17'59" E 50.87' L16 S 01°57'43" E 52.93' L17 S 00°18'26" E 50.69' L18 N 77°22'17" W 30.55' MAP NO. 3720066200J PANEL EFFECTIVE DATE 10/03/2006. 2. PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD AREA BY FEMA FIRM & PLANTE, P.C. OF RECORD. NO TITLE SEARCH HAS BEEN DONE BY ROBINSON 1. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS TRUE ENCROACHMENTS. LEGAL DETERMINATION AS TO WHETHER THEY ARE SURVEY AND ARE NOT TO BE INTERPRETED AS A CONDITIONS LOCATED DURING THE COURSE OF THE 4. ENCROACHMENTS SHOWN ARE VISIBLE PHYSICAL 3. UNDERGROUND UTILITIES FOUND PAINTED/FLAGGED BY OTHERS AND FIELD LOCATED DURING THE COURSE OF THE SURVEY. 5. ELEVATIONS ARE NAVD 88. INDICATES UTILITY STRUCTURE OR TREE TO BE REMOVED INDICATES CONCRETE TO BE REMOVED INDICATES BUILDING OR STRUCTURE TO BE REMOVED INDICATES FENCE OR UTILITY TO BE REMOVED 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-01 EXISTING CONDITIONS & DEMOLITIONPLAN.DWGPLOTTED: 7/29/2021 1:34 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL NOT FOR CONSTRUCTION EXISTING CONDITIONS & DEMOLITION PLANC-01 7/20212020-023 1"=40'N PROFESSIONAL ENGINEER SEAL NOT AFFIXED TO SHEET AS ENGINEER DOES NOT CERTIFY INFORMATION PROVIDED BY OTHERS 1.THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD AFFECTING SAME. 2.NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE OF THIS SURVEY. 3.THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT BE PRESENT ON THIS SITE. 4.THE INFORMATION PRESENTED HERE IS FROM A COMBINATION OF HISTORIC AERIAL BASE FILE INFORMATION, AS-BUILTS, AND RECENT SURVEY. NOTES: LEGEND: SURVEYOR NOTES: DEMO LEGEND: EXISTING HOUSE TO BE REMOVED EXISTING SHEDS TO BE REMOVED EXISTING BARN TO BE REMOVED SEPTIC STRUCTURES TO BE REMOVED EXISTING SHED & STRUCTURE TO BE REMOVED EXISTING WATER & SEWER APPURTENANCES TO BE REMOVED EXISTING HOUSE TO BE REMOVED WELL TO BE REMOVED OVERHEAD POWER TO HOUSE TO BE REMOVED CONC. SW TO BE REMOVED Surveyor: Robinson & Plante, PC 970 Trinity Road Raleigh, NC 27607 919-859-6030 (o) Contact: Buddy Plante, PLS buddy@robinsonplante.com 1.ANY ITEM THAT MAY BE ENCOUNTERED DURING BUILDING DEMOLITION THAT MAY BE OF INTEREST OR VALUE TO THE OWNER SHALL REMAIN THE OWNER'S PROPERTY. COORDINATE PROCEDURE FOR REMOVAL AND SALVAGE WITH OWNER. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING PRE-DEMOLITION PHOTOGRAPHS AND/OR VIDEOTAPE SHOWING EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS PRIOR TO ANY DEMOLITION WORK. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH GOVERNING EPA REGULATIONS AND HAULING AND DISPOSAL REGULATIONS OF LOCAL JURISDICTION, INCLUDING OBTAINING ALL REQUIRED PERMITS. 4.CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT UN-ANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF HAZARDOUS MATERIALS. 5.CONTRACTOR RESPONSIBLE FOR LOCATING, IDENTIFYING, DISCONNECTING, AND SEALING OR CAPPING UTILITIES SERVING BUILDINGS AND STRUCTURES TO BE DEMOLISHED. 6.UNLESS OTHERWISE NOTED ON DRAWINGS, DEMOLITION SHALL INCLUDE REMOVAL OF EXISTING OBJECTS OR IMPROVEMENTS (WITH THE EXCEPTION OF TREES) THAT WOULD INTERFERE WITH PROGRESS OR COMPLETION OF PROPOSED WORK. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL DURING DEMOLITION. 8.CONTRACTOR SHALL NOTIFY OWNER AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF DEMOLITION ACTIVITIES. 9.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION TO ENSURE THAT UTILITY SERVICES OF ADJOINING PROPERTIES ARE NOT DISTURBED DURING SITE DEMOLITION. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL OFFSITE IMPROVEMENTS DURING DEMOLITION AND COORDINATING RELOCATION OF ANY UTILITY SERVICES DISRUPTED BY DEMOLITION ACTIVITIES. 11.PAVEMENT REMOVAL INCLUDES THE REMOVAL OF ANY ASSOCIATED BASE COURSE AND CURBING. 12.CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES BEFORE COMMENCING DEMOLITION ACTIVITIES. 13.CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER SHOULD ANY DISCREPANCIES OR CONFLICTS ARISE. 14.REMOVE ALL EXISTING STRUCTURES INCLUDING FOUNDATIONS. 15.REMOVE ALL ITEMS SHOWN ON EXISTING CONDITIONS PLAN AS NEEDED FOR INSTALLATION OF NEW WORK. 16.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. 17.CONTRACTOR SHALL CONTACT PUBLIC UTILITIES ADMINISTRATION DIVISION PRIOR TO ANY DEMOLITION TO INSURE EXISTING WATER AND SANITARY SEWER DISCONNECTS ARE HANDLED ACCORDING TO CITY GUIDELINES. SEE COVER FOR CONTACT INFO. 18.SEE SITE/UTILITY PLAN & GRADING/DRAINAGE PLAN FOR PROPOSED MODIFICATIONS TO UTILITIES & DRAINAGE STRUCTURES. 19.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER ON REMOVAL/RELOCATION OF ALL UITILITY POLES, LINES, AND GUY WIRES. SEE COVER SHEET FOR CONTACT INFO. DEMO NOTES: RIP RAP FUTURE BUILDING #3 SELF-STORAGE 17,000 SF FUTURE BUILDING #2 SELF-STORAGE 17,000 SF CURRENT BUILDING #1 SELF-STORAGE 17,000 SF 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 N DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-02 OVERALL SITE & UTILITY PLAN.DWGPLOTTED: 7/29/2021 1:34 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION OUTSIDE RV STORAGE NON-CLIMATE STORAGE NEILLS CREEK RD.NC 2 1 0 CURRENT OUTDOOR STORAGE AREACARPORT BOAT ST ORAGE BAGGED ICE PICKUP OUTSIDE BOAT STORAGE 6' BLACK CHAIN LINK FENCE NOT FOR CONSTRUCTION OVERALL SITE & UTILITY PLANC-02 7/20212020-023 1"=40'20' SITE NOTES: 1.ALL SIGNS SHOULD USE PRISMATIC SHEETING THAT MEETS MINIMUM RETROREFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD. 2.ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH HARNETT COUNTY, NCDOT, AND NCDEQ STANDARD SPECIFICATIONS AND DETAILS. 3.ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET AT 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOINT FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED/RESURFACED. 4.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK. 5.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION. 6.EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. 7.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB, FACE OF BUILDING, OR PROPERTY LINE UNLESS SHOWN OTHERWISE. 8.TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS. 9.ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE. 10.MAX. SIDEWALK CROSS-SLOPE IS 2%. 50' MBSL 15' TYPE 'A' LANDSCAPE BUFFER 50' MBSL 15' TYPE 'A' LANDSCAPE BUFFER 24' 30' 400' 15' TYPE D LANDSCAPE BUFFER 25' MBSL 17 PARKS @ 9'2 H/C PARKSFUTURE BUILDING/ WAREHOUSE STORAGE 64' 44' 15' TYPE 'D' LANDSCAPE BUFFER DRY DETENTION BASIN #1 DRY DETENTION BASIN #2 RIP RAP CURRENT BUILDING #1 SELF-STORAGE 17,000 SF W W W W W W W W W W W YI#206 YI#204 YI#205 YI#201 YI#202 YI#203 YI#208 YI#207 YI#209 FES#200 RS#201A CB#101 YI#104 YI#107 YI#105 YI#106 CB#103 CB#102 FES#100 CB#306 CB#307 FES#308 RS#300A FES#305 CB#303 CB#302 SDMH#301 FES#304 FES#300 ROADWAY CENTER LINE RIGHT OF WAY LINE SETBACK LINE BMP LIMITS STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER BUFFER CHAIN LINK FENCE HEAVY-DUTY ASPHALT PAVEMENT BUILDING FOOTPRINT CONCRETE SIDEWALK WATER LINE SANITARY SEWER LINE W SS FIRE HYDRANT ASSEMBLY (FHA) GATE VALVE (GV) TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER CLEANOUT SANITARY MANHOLE FLARED END SECTION RISER STRUCTURE YARD INLET BACKFLOW PREVENTER CATCH BASIN WET WELL FM FORCE MAIN LINE STORM DRAIN LINE ELECTRICAL LINEE STREET LIGHT 30'60' SCALE IN FEET 15'30' SCALE: 1 IN = 30 FT SCALE IN FEET HORIZONTAL 0 N DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-03 SITE & UTILITY PLAN.DWGPLOTTED: 7/29/2021 1:35 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION NOT FOR CONSTRUCTION SITE & UTILITY PLANC-03 7/20212020-023 1"=30'SITE LEGEND:UTILITY LEGEND: OUTSIDE RV STORAGE NEILLS CREEK RD.NC 2 1 0 GATE WITH KEY PAD & KNOX BOX FOR FIRE ACCESS CURRENT OUTDOOR STORAGE AREA (59,835 SF)CARPORT BOAT STORAGE BAGGED ICE PICKUP OUTSIDE BOAT STORAGE 6' BLACK CHAIN LINK FENCE 6' BLACK CHAIN LINK FENCE GATE/FENCE FOR POND ACCESS 20' SITE NOTES: 1.ALL SIGNS SHOULD USE PRISMATIC SHEETING THAT MEETS MINIMUM RETROREFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD. 2.ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH HARNETT COUNTY, NCDOT, AND NCDEQ STANDARD SPECIFICATIONS AND DETAILS. 3.ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET AT 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOINT FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED/RESURFACED. 4.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK. 5.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION. 6.EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. 7.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB, FACE OF BUILDING, OR PROPERTY LINE UNLESS SHOWN OTHERWISE. 8.TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS. 9.ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE. 10.MAX. SIDEWALK CROSS-SLOPE IS 2%. 50' MBSL 15' TYPE 'A' LANDSCAPE BUFFER 55' 288' 30' 83' 292' 24' 24' 30' 42' R30' R30' R30' R30' 30' 200' GRAVEL SURFACE GRAVEL SURFACE H.D. ASPHALT PAVEMENT H.D. ASPHALT PAVEMENT CURRENT PROPOSED PARKING 25' MBSL HEAVY-DUTY ASPHALT 17 PARKS @ 9'2 H/C PARKS10' TYPE 'D' LANDSCAPE BUFFER UTILITY NOTES: 1.ALL CONSTRUCTION SHALL BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.THERE SHALL BE NO UNPERMITTED DISTURBANCE IN THE EXISTING WETLANDS 3.CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS. 4.CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. 5.IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER. 6.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO THE LATEST EDITION OF THE HARNETT REGIONAL WATER STANDARDS AND THE UTILITY MASTER PLAN. 7.THE FOLLOWING BACKFLOW PREVENTION MODEL NUMBERS SHALL BE PROVIDED: - 1" DOMESTIC BACKFLOW RPZ = WILKINS MODEL 975XL. 8.CONTRACTOR SHALL CONTACT HARNETT REGIONAL WATER PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 9.A PRE CONSTRUCTION MEETING WILL BE REQUIRED BETWEEN THE CONTRACTOR & HARNETT COUNTY. 10.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR - PUBLIC WATER SUPPLY. 11.WATER MAINS SHALL BE CLASS 200 C900 PVC I.A.W. AWWA C900.DUCTILE IRON PIPE WATER MAINS SHALL BE CLASS 350 DIP I.A.W. AWWA C-151 WITH PUSH ON JOINTS I.A.W. AWWA C-111. DIP SHALL BE CEMENT-MORTAR LINED AND SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C-104. ALL DIP BURIED PIPE SHALL HAVE AN BITUMINOUS EXTERIOR COATING I.A.W. AWWA C-151. MINIMUM BURIAL DEPTH FOR WATER MAIN IS 36 INCHES BELOW FINISHED GRADE. WATER MAINS SHALL BE INSTALLED WITH TYPE 1 LAYING CONDITION PER HARNETT COUNTY SPECIFICATIONS. ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111. 12.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH TRACER WIRE PER HARNETT COUNTY STANDARDS. 13.PRIVATE UTILITIES (TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING PUBLIC UTILITIES. 14.WATER METERS SHALL NOT BE LOCATED WITHIN DRIVEWAYS - NO EXCEPTIONS. 15.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS. 16.ALL ELECTRICAL THROUGHOUT THE SITE SHALL BE UNDERGROUND. 17.REFER TO D-01 FOR HARNETT COUNTY PUBLIC UTILITIES REQUIRED NOTES. 18.WATER SUPPLY WATERSHED SPECIAL INTENSITY ALLOCATION PERMIT, BOA2001-0001, FOR 54% IMPERVIOUS WAS APPROVED ON 2/10/2020. 19.ALL UTILITIES, INCLUDING FIRE HYDRANTS, INSTALLED OUTSIDE OF THE PROPOSED ROW MUST BE IN A PUBLIC UTILITY EASEMENT. 20.A LICENSED UTILITY CONTRACTOR WILL INSTALL THE PROPOSED WATER SERVICE. 21.WATER USAGE: 4 STAFF AT 25 GPD PER EMPLOYEE (1 SHIFT) = 100 GPD NON-CLIMATE STORAGE TIE FENCE TO BUILDING CORNER BOLLARD (TYP.) 6000' 20' BRICK/STONE ON NEILLS CREEK FACE GATE WITH KEY PAD & KNOX BOX FOR FIRE ACCESS 25' 25' 25' 25' TAPER CURB TO FLUSH (TYP.) TAPER CURB TO FLUSH (TYP.) TRANSITION CURB TO 24" TRANSITION CURB TO 24" 30" STD. CURB & GUTTER EXISTING 8" COUNTY WATER MAIN. EXISTING FIRE HYDRANT TO REMAIN TIE FENCE TO BUILDING CORNER 1" CORP. STOP ON EXIST. 8" MAIN 1" DOM. METER 1" RPZ BACKFLOW 1" DOMESTIC SERVICE 8"x6" TS&V 6" FIRE LINE FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY THRUST BLOCK 6" FIRE LINE 16"x6" TS&V EXISTING 16" WATER MAIN DRY DETENTION BASIN #1 DRY DETENTION BASIN #2 STOP SIGN 24" SOLID WHITE STOP BAR STOP SIGN 24" SOLID WHITE STOP BAR 46' 65' 177' 45' 44' STORM DRAINAGE TABLE INLET# 200A 200 201A 201 202 203 204 205 206 207 208 209 TYPE FES FES RS YI YI YI YI YI YI YI YI YI ROADWAY NONE. NONE. NONE. NONE. NONE. NONE. NONE. NONE. NONE. NONE. NONE. NONE. RIM ELEV (EOP) 291.77 293.83 293.34 297.30 297.30 297.30 297.50 297.30 298.25 297.25 297.25 297.25 INV IN (SLOPE) (FROM-SIZE) 291.50 (0.50%) (201-24") 290.90 (-0.54%) (200A-18") 292.02 (0.50%) (202-18") 292.02 (0.50%) (206-18") 292.89 (0.50%) (203-18") 293.57 (0.50%) (204-18") 294.22 (0.50%) (205-15") 292.51 (0.50%) (207-15") 293.02 (0.50%) (208-15") 293.02 (0.50%) (209-15") INV OUT (SLOPE) (TO-SIZE) 290.25 (-0.54%) (201A-18") 291.93 (0.50%) (200-24") 292.79 (0.50%) (201-18") 293.46 (0.50%) (202-18") 294.12 (0.50%) (203-18") 294.83 (0.50%) (204-15") 292.41 (0.50%) (201-18") 292.92 (0.50%) (206-15") 293.71 (0.50%) (207-15") 293.35 (0.50%) (207-15") STORM DRAINAGE TABLE INLET# 300 300A 301 302 303 304 305 306 307 308 TYPE FES RS SDMH CB CB FES FES CB CB FES ROADWAY NONE. NONE. NONE. NONE. NONE. NONE. NONE. NONE. NONE. NONE. RIM ELEV (EOP) 293.02 294.44 294.19 294.25 294.25 293.97 294.27 295.15 295.15 294.93 INV IN (SLOPE) (FROM-SIZE) 291.50 (0.50%) (301-24") 291.75 (0.50%) (302-18") 291.75 (0.55%) (300A-18") 291.99 (0.50%) (303-18") 292.12 (0.50%) (304-18") 292.75 (0.50%) (306-15") 293.06 (0.50%) (307-15") 293.19 (0.50%) (308-15") INV OUT (SLOPE) (TO-SIZE) 292.00 (0.55%) (301-18") 291.75 (0.50%) (300-24") 291.99 (0.50%) (301-18") 292.12 (0.50%) (302-18") 292.45 (0.50%) (303-18") 293.06 (0.50%) (305-15") 293.19 (0.50%) (306-15") 293.41 (0.50%) (307-15") RIP RAP FUTURE BUILDING #3 SELF-STORAGE 17,000 SF FUTURE BUILDING #2 SELF-STORAGE 17,000 SF CURRENT BUILDING #1 SELF-STORAGE 17,000 SF W W W W W W W W W W W W W W W W295295 295 295 300300 295295295 295 295 296 297296 294 293292 294 293 297 292 292 293294 296297 298 297296 294 293292 295 298 298298298 294296297 298299 298 297 296 301 302 303 304 302303304299298297298 298298 298 298 298294293296297291292293294 296 297 297296 294 293 29 2 291 2942962 9 7 293FES#200A RS#201A FES#200 YI#201 YI#206 YI#207 YI#209 YI#208 YI#202 YI#203 YI#204 YI#205 YI#105 YI#104 CB#103 CB#102 FES#100 CB#101YI#106 YI#107 FES#300 SDMH#301RS#300A CB#302 CB#303 FES#304 FES#305 CB#306 CB#307 FES#308 SPOT ELEVATION FLOW DIRECTION MAJOR CONTOUR MINOR CONTOUR INTERMEDIATE CONTOUR RIP-RAP OUTLET PROTECTION STORM DRAIN LINE FLARED END SECTION RISER STRUCTURE CATCH BASIN YARD INLET 4.0% SW=295.40 FG =295.32 400 STORM DRAINAGE TABLE INLET# 100 101 102 103 104 105 106 107 TYPE FES CB CB CB YI YI YI YI ROADWAY NONE. NONE. NONE. NONE. NONE. NONE. NONE. NONE. RIM ELEV (EOP) 294.12 298.05 297.20 297.20 297.95 297.30 297.30 297.50 INV IN (SLOPE) (FROM-SIZE) 292.60 (0.50%) (101-18") 292.90 (0.50%) (102-18") 292.90 (0.50%) (106-15") 293.36 (0.50%) (103-18") 294.31 (0.50%) (104-18") 295.00 (0.50%) (105-15") 293.62 (0.50%) (107-15") INV OUT (SLOPE) (TO-SIZE) 292.80 (0.50%) (100-18") 293.26 (0.50%) (101-18") 294.21 (0.50%) (102-18") 294.90 (0.50%) (103-18") 295.34 (0.50%) (104-15") 293.52 (0.50%) (101-15") 294.18 (0.50%) (106-15") N OVERALL GRADING & DRAINAGE PLANC-04 7/20212020-023 SCALE40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-04 OVERALL GRADING & DRAINAGE PLAN.DWGPLOTTED: 7/29/2021 1:36 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION 1.ALL STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDEQ, NCDOT, AND HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 3.CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER'S GEOTECHNICAL ENGINEER, AS APPROPRIATE. 4.CONTRACTOR SHALL MAINTAIN POSITIVE SLOPE AND OUTFALL OF ANY FOUNDATION DRAIN SYSTEMS. 5.SPOT ELEVATIONS ON CURB REFER TO THE BACK OR TOP OF CURB (TOC) ELEVATION. ELEVATIONS ON STORM DRAINAGE TABULATIONS (SEE DETAIL SHEET) REFER TO EDGE OF PAVEMENT (EOP) ELEVATION. 6.ALL STORM DRAIN HOODS, MANHOLE COVERS AND GRATES ARE TO BE LABELED "NO DUMPING DRAINS TO STREAM". 7.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION. 8.THIS SITE IS ANTICIPATED TO BE A BALANCE EARTHWORK SITE. IN THE EVENT MATERIAL IS TAKEN OFF-SITE OR RECEIVED FROM AN OFF-SITE SOURCE, NCDEQ MUST BE NOTIFIED AND THE MATERIAL MUST ORIGINATE FROM A PERMITTED FACILITY. 9.RETAINING WALLS OVER 4' IN HEIGHT MUST BE PERMITTED SEPARATELY. GRADING & DRAINAGE NOTES: NOT FOR CONSTRUCTION LEGEND:NEILLS CREEK RD.NC 2 1 0 OUTSIDE RV STORAGE NON-CLIMATE STORAGE CURRENT OUTDOOR STORAGE AREACARPORT BOAT STORAGE OUTSIDE BOAT STORAGE SPOT ELEVATION FLOW DIRECTION MAJOR CONTOUR MINOR CONTOUR INTERMEDIATE CONTOUR RIP-RAP OUTLET PROTECTION STORM DRAIN LINE FLARED END SECTION RISER STRUCTURE CATCH BASIN YARD INLET 4.0% SW=295.40 FG =295.32 400 RIP RAP CURRENT BUILDING #1 SELF-STORAGE 17,000 SF W W W W W W W W W W W W W W W W295295 295 295 300300 295295295 295 295 296 297296 294 293292 294 293 297 292 292 293294 296297 298 297296 294 293 292 295 298 298298298 294296297 298299 298 297 296 301 302 302303304299298297298 298298 298 298 298294293296297291292293294 296 297 297296 294 293 291 2942962 9 7 293YI#206 YI#204 YI#205 YI#201 YI#202 YI#203 YI#208 YI#207 YI#209 FES#200 RS#201A 86 LF 24" RCP @ 0.50% 154 LF 18" RCP @ 0.50%114 LF 18" RCP @ 0.50% 111 LF 18" RCP @ 0.50% 121 LF 15" RCP @ 0.50% 79 LF 18" RCP @ 0.50% 83 LF 15" RCP @ 0.50% 139 LF 15" RCP @ 0.50% 66 LF 15" RCP @ 0.50% YI#106 112 LF 15" RCP @ 0.50% YI#107 124 LF 15" RCP @ 0.50% FES#100 40 LF 18" RCP @ 0.50% CB#101 73 LF 18" RCP @ 0.50% CB#102 170 LF 18" RCP @ 0.50% CB#103 117 LF 18" RCP @ 0.50% YI#104 68 LF 15" RCP @ 0.50% YI#105 RS#300A 45 LF 18" RCP @ 0.55% SDMH#301 50 LF 24" RCP @ 0.50% FES#300 47 LF 18" RCP @ 0.50% CB#302 27 LF 18" RCP @ 0.50% CB#303 66 LF 18" RCP @ 0.50% FES#304 FES#305 62 LF 15" RCP @ 0.50% CB#306 27 LF 15" RCP @ 0.50% CB#307 43 LF 15" RCP @ 0.50% FES#308 N GRADING & DRAINAGE PLANC-05 7/20212020-023 1" = 30'30'60' SCALE IN FEET 15'30' SCALE: 1 IN = 30 FT SCALE IN FEET HORIZONTAL 0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-05 GRADING & DRAINAGE PLAN.DWGPLOTTED: 7/29/2021 1:37 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION 1.ALL STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDEQ, NCDOT, AND HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 3.CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER'S GEOTECHNICAL ENGINEER, AS APPROPRIATE. 4.CONTRACTOR SHALL MAINTAIN POSITIVE SLOPE AND OUTFALL OF ANY FOUNDATION DRAIN SYSTEMS. 5.SPOT ELEVATIONS ON CURB REFER TO THE BACK OR TOP OF CURB (TOC) ELEVATION. ELEVATIONS ON STORM DRAINAGE TABULATIONS (SEE DETAIL SHEET) REFER TO EDGE OF PAVEMENT (EOP) ELEVATION. 6.ALL STORM DRAIN HOODS, MANHOLE COVERS AND GRATES ARE TO BE LABELED "NO DUMPING DRAINS TO STREAM". 7.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION. 8.THIS SITE IS ANTICIPATED TO BE A BALANCE EARTHWORK SITE. IN THE EVENT MATERIAL IS TAKEN OFF-SITE OR RECEIVED FROM AN OFF-SITE SOURCE, NCDEQ MUST BE NOTIFIED AND THE MATERIAL MUST ORIGINATE FROM A PERMITTED FACILITY. 9.RETAINING WALLS OVER 4' IN HEIGHT MUST BE PERMITTED SEPARATELY. GRADING & DRAINAGE NOTES: NOT FOR CONSTRUCTION LEGEND:NEILLS CREEK RD.NC 2 1 0 OUTSIDE RV STORAGE NON-CLIMATE STORAGE CURRENT OUTDOOR STORAGE AREACARPORT B OAT ST ORAGE OUTSIDE BOAT STORAGE SEE SCM PLAN & SECTIONS I FOR ADDITIONAL COVERAGE & DETAIL SEE OVERALL GRADING & DRAINAGE PLAN FOR ADDITIONAL COVERAGE INSTALL NCDOT CLASS B RIP-RAP 12" THICK, 5'x6' OVER MIRAFI 140N LINER INSTALL NCDOT CLASS B RIP-RAP 12" THICK, 5'x6' OVER MIRAFI 140N LINER 295295295 291 292 293 294 296 297 297296 294 293 2 9 2 291 2942962 9 7 293FES#200 RS#201A 86 LF 24" RCP @ 0.50% 120 LF 18" RCP @ -0.54% FES#200A NOT FOR CONSTRUCTION SCM PLAN & SECTIONS IC-06 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-06 SCM PLAN & SECTIONS I.DWGPLOTTED: 7/29/2021 1:37 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION 1.THIS SITE IS LOCATED IN THE CAPE FEAR RIVER BASIN. 2.DRY DETENTION BASIN SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES STORMWATER BMP MANUAL - LATEST EDITION. DRY DETENTION BASIN PROVIDES MINIMAL WATER QUALITY TREATMENT. 3.THE PROJECT MEETS THE REQUIREMENTS OF NCDEQ BMP MANUAL, LATEST EDITION. 4.MAXIMUM SLOPE OF BASIN IS 3:1. 5.ALL SIDE SLOPES, EMBANKMENTS AND SPILLWAYS SHALL BE COMPACTED TO MINIMUM 95% STANDARD PROCTOR PER ASTM-D698. 6.CONTROLLED FILL, AS SPECIFIED BY THE RESIDENT ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) 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. 7.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 BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 8.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 ACCEPTABLE MATERIALS. 9.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. 10.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 11.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE 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 SHALLTHERE BE AN ATTEMPT TO STABILIZE AND PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 12.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 RESIDENTIAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 13.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 14.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. 15.COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 16.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 17.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. 18.ALL RISER STRUCTURES, INCLUDING WEIR WALL TYPE STRUCTURES, SHALL BE REINFORCED CONCRETE. BRICK/CONCRETE BLOCK AND MORTAR TYPE STRUCTURES WILL NOT BE ACCEPTED. 19.ALL RISER STRUCTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE DAM EMBANKMENT CAN BE ACHIEVED. 20.RISER STRUCTURES WITH MULTIPLE BARREL SECTIONS SHALL HAVE GASKETTED JOINTS, AND EACH SECTION SHALL BE BOLTED TO ADJACENT SECTIONS WITH STAINLESS STEEL STRAPS. GENERAL NOTES: SCALE: 6 C-06 DRY DETENTION - SECTION A N.T.S 3:1 MITER DRAIN OR APPROVED EQUAL. DEBRIS CAGES WILL BE CONSIDERED APPROVED EQUAL. CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL 18" OUTLET PIPE PLASTIC SOLUTIONS, OR EQUAL PEAK TRASH RACK FOR 5' DIA RISER 6" DUAL WALL, SMOOTH INTERIOR HDPE W/4" ORIFICE OPENING INV = 291.00 MANHOLE STEPS, TYP CREST = 296.00 INV = 291.00 BOTTOM = 289.00 SCALE: 4 C-06 RISER STRUCTURE DETAIL N.T.S. STONE CLASSIFICATION RIP RAP DEPTH A B CLASS 1 CLASS 2 12" 18" 24" 24"-36" 1' 2' FILTER FABRIC OR GRAVEL BEDDING 3 1 CLASS "B" RIP-RAP 1 YR WSE = 292.41 2 YR WSE = 292.69 10 YR WSE = 293.80 25 YR WSE = 294.43 TOP OF BASIN = 297.00 3 1 1 RISER STRUCTURE RS-201A USE 5' DIA. MH PRE-CAST CONCRETE STRUCTURE WITH PEAKED TRASH RACK (PLASTIC SOLUTIONS, OR EQUAL) EMERGENCY SPILLWAY ELEV = 296.50 REFER TO NOTES ON EMBANKMENT CONSTRUCTION ANTI-FLOATATION FILL CATCH BASIN WITH LEAN CONCRETEELEV = 289.00 COMPACTED SUBGRADE BOTTOM OF RIP-RAP SWALE MIN.S = 0.5% 18" RCP WITH O-RING GASKETTED JOINTS (ASTM C443) 6" DUAL WALL HDPE WITH MITER DRAIN INV = 291.00 SCALE: 2 C-06 RIP-RAP CHANNEL N.T.S SEE PLAN FOR CONTINUATION SCALE: 100 YR WSE = 295.37 3 3:1 MAX SLOPE INSTALL NCDOT CLASS B RIP-RAP 12" THICK, 5'x6' OVER MIRAFI 140N LINER 40' LONG EMERGENCY SPILLWAY LINED WITH NCDOT CLASS 'A' RIP-RAP, MIN 9" THICK OVER MIRAFI 140N LINER MAX CL ELEV = 296.50 TRAPEZOIDAL RIP-RAP CHANNEL MIN 0.50% SLOPE TO INLET DRY DETENTION BASIN #1 INSTALL NCDOT CLASS A RIP-RAP 12" THICK, 5'x6' OVER MIRAFI 140N LINER W W W W W W W295 295 295 295 296 297296 294 293 292 294 293 297 292 292 293 294 296 297 297 294293296CB#101 FES#100 40 LF 18" RCP @ 0.50% RS#300A CB#302 SDMH#301 FES#300 50 LF 24" RCP @ 0.50% 47 LF 18" RCP @ 0.50% 45 LF 18" RCP @ 0.55% NOT FOR CONSTRUCTION SCM PLAN & SECTIONS IIC-07 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-07 SCM PLAN & SECTIONS II.DWGPLOTTED: 7/29/2021 1:38 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION 1.THIS SITE IS LOCATED IN THE CAPE FEAR RIVER BASIN. 2.DRY DETENTION BASIN SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES STORMWATER BMP MANUAL - LATEST EDITION. DRY DETENTION BASIN PROVIDES MINIMAL WATER QUALITY TREATMENT. 3.THE PROJECT MEETS THE REQUIREMENTS OF NCDEQ BMP MANUAL, LATEST EDITION. 4.MAXIMUM SLOPE OF BASIN IS 3:1. 5.ALL SIDE SLOPES, EMBANKMENTS AND SPILLWAYS SHALL BE COMPACTED TO MINIMUM 95% STANDARD PROCTOR PER ASTM-D698. 6.CONTROLLED FILL, AS SPECIFIED BY THE RESIDENT ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) 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. 7.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 BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 8.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 ACCEPTABLE MATERIALS. 9.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. 10.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 11.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE 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 SHALLTHERE BE AN ATTEMPT TO STABILIZE AND PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 12.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 RESIDENTIAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 13.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 14.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. 15.COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 16.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 17.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. 18.ALL RISER STRUCTURES, INCLUDING WEIR WALL TYPE STRUCTURES, SHALL BE REINFORCED CONCRETE. BRICK/CONCRETE BLOCK AND MORTAR TYPE STRUCTURES WILL NOT BE ACCEPTED. 19.ALL RISER STRUCTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE DAM EMBANKMENT CAN BE ACHIEVED. 20.RISER STRUCTURES WITH MULTIPLE BARREL SECTIONS SHALL HAVE GASKETTED JOINTS, AND EACH SECTION SHALL BE BOLTED TO ADJACENT SECTIONS WITH STAINLESS STEEL STRAPS. GENERAL NOTES: SCALE: 6 C-07 DRY DETENTION - SECTION A N.T.S 3:1 MITER DRAIN OR APPROVED EQUAL. DEBRIS CAGES WILL BE CONSIDERED APPROVED EQUAL. CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL 18" OUTLET PIPE PLASTIC SOLUTIONS, OR EQUAL PEAK TRASH RACK FOR 5' DIA RISER 4" DUAL WALL, SMOOTH INTERIOR HDPE W/2" ORIFICE OPENING INV = 292.00 MANHOLE STEPS, TYP CREST = 296.35 INV = 292.00 BOTTOM = 355.50 SCALE: 4 C-07 RISER STRUCTURE DETAIL N.T.S. STONE CLASSIFICATION RIP RAP DEPTH A B CLASS 1 CLASS 2 12" 18" 24" 24"-36" 1' 2' FILTER FABRIC OR GRAVEL BEDDING 3 1 CLASS "B" RIP-RAP 1 YR WSE = 294.66 2 YR WSE = 295.03 10 YR WSE = 296.07 25 YR WSE = 296.50 TOP OF BASIN = 297.00 3 1 1 RISER STRUCTURE RS-300A USE 2'x3' PRE-CAST CONCRETE CATCH BASIN WITH PEAKED TRASH RACK (PLASTIC SOLUTIONS, OR EQUAL) EMERGENCY SPILLWAY ELEV = 296.75 REFER TO NOTES ON EMBANKMENT CONSTRUCTION ANTI-FLOATATION FILL CATCH BASIN WITH LEAN CONCRETEELEV = 303.00 COMPACTED SUBGRADE BOTTOM OF RIP-RAP SWALE MIN.S = 0.5% 18" RCP WITH O-RING GASKETTED JOINTS (ASTM C443) 4" DUAL WALL HDPE WITH MITER DRAIN INV = 292.00 SCALE: 2 C-07 RIP-RAP CHANNEL N.T.S SEE PLAN FOR CONTINUATION SCALE: 100 YR WSE = 296.75 3 3:1 MAX SLOPE INSTALL NCDOT CLASS A RIP-RAP 12" THICK, 5'x6' OVER MIRAFI 140N LINER 20' LONG EMERGENCY SPILLWAY LINED WITH NCDOT CLASS 'A' RIP-RAP, MIN 9" THICK OVER MIRAFI 140N LINER MAX CL ELEV = 296.75 TRAPEZOIDAL RIP-RAP CHANNEL MIN 0.50% SLOPE TO INLET DRY DETENTION BASIN #2 INSTALL NCDOT CLASS B RIP-RAP 12" THICK, 5'x6' OVER MIRAFI 140N LINER 2-4" DIA. ORIFICE OPENINGS AT 295.00 AZALEA, Dwarf Indica (RE) PIN OAK, Quercus Palustris (QP) WILLOW OAK, Quercus Phellos (WO) DWARF BURFORD HOLLY, Ilex cornuta 'Burfordii Nana' (ICB) RIP RAP FUTURE BUILDING #3 SELF-STORAGE 17,000 SF FUTURE BUILDING #2 SELF-STORAGE 17,000 SF CURRENT BUILDING #1 SELF-STORAGE 17,000 SF N NOT FOR CONSTRUCTION LANDSCAPE PLANC-08 7/20212020-023 1" = 40'40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-08 LANDSCAPE PLAN.DWGPLOTTED: 7/29/2021 1:39 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION LEGEND: 1.ALL TREES SHALL BE MIN. 10' TALL AND 2.5" CALIPER AT TIME OF PLANTING. 2.LANDSCAPING SHALL COMPLY WITH THE HARNETT COUNTY LANDSCAPING ORDINANCE AS SPECIFIED IN CHAPTER 7. 3.ALL DENUDED AREAS NOT SHOWN TO HAVE MULCH GROUND COVER SHALL BE SEEDED WITH PERMANENT SEEDING IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 4.PLANT TREES WITH A MINIMUM CALIPER OF TWO & ONE HALF INCHES MEASURED SIX INCHES ABOVE THE GROUND AND A ROOT BALL NO SMALLER THAN TWO FEET IN DIAMETER AND 16 INCHES IN DEPTH. 5.THE BEST TIMES FOR PLANTING ARE EARLY SPRING AND EARLY FALL. TREES PLANTED IN THE SUMMER RUN THE RISK OF DEHYDRATION. 6.PLANT ALL TREES AT LEAST THREE-AND-A-HALF FEET FROM THE END OF HEAD-IN PARKING SPACES IN ORDER TO PREVENT DAMAGE FROM CAR OVERHANGS. 7.DIG THE TREE PIT AT LEAST TWO FOOT WIDER THAN THE ROOT BALL AND AT LEAST SIX INCHES DEEPER THAN THE BALL VERTICAL DIMENSION. 8.ESPECIALLY IN AREAS WHERE CONSTRUCTION ACTIVITY HAS COMPACTED THE SOIL, THE BOTTOM OF THE PIT SHOULD BE SCARIFIED OR LOOSENED WITH A PICK AX OR SHOVEL. 9.AFTER THE PIT IS DUG, OBSERVE SUB-SURFACE DRAINAGE CONDITIONS. WHERE POOR DRAINAGE EXISTS, THE TREE PIT SHOULD BE DUG AT LEAST AN ADDITIONAL TWELVE INCHES WIDER AND THE SOIL AMENDED TO ALLOW PROPER ROOT GROWTH. 10.BACKFILL SHOULD INCLUDE A PROPER MIX OF SOIL AND FERTILIZER. ALL ROOTS MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE THOROUGHLY WATERED AS IT IS PLACED AROUND THE ROOTS. 11.IMMEDIATELY AFTER IT IS PLANTED, THE TREE SHOULD BE SUPPORTED WITH STAKES AND STRAPS TO FIRMLY HOLD IT IN PLACE AS ITS ROOT SYSTEM BEGINS TO DEVELOP. REMOVE STAKES AND TIES AFTER ONE YEAR. 12.SPREAD AT LEAST THREE INCHES OF MULCH OVER THE ENTIRE EXCAVATION IN ORDER TO RETAIN MOISTURE AND KEEP DOWN DUST 13.AN ADDITIONAL THREE-INCH SAUCER AND MULCH SHOULD BE PROVIDED TO FORM A BASIN AROUND THE TRUNK OF THE TREE. THIS SAUCER HELPS CATCH AND RETAIN MOISTURE. 14.CONSCIENTIOUS POST-PLANTING CARE, ESPECIALLY WATERING, PRUNING AND FERTILIZING, IS A MUST FOR STREET AND PARKING LOT TREES. PRUNE OFF BROKEN OR DAMAGED BRANCHES. 15.ALL DISTURBED AREAS NOT IDENTIFIED FOR PLANTINGS AND MULCH SHALL BE SEEDED. SEE DETAIL SHEETS FOR REQUIREMENTS. 16.ALL PLANTER BEDS SHALL BE MULCHED. LANDSCAPING NOTES: KEY WO QTY 41 BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT B&B 2.5" CAL 10' MIN. PLANTING SCHEDULE: Quercus phellos WILLOW OAK RE 60 GAL.3 GAL.18" MIN. TREES SHRUBS ICB-294 PRESERVING EXISTING VEGETATION AND SUPPLEMENTING WHERE NECESSARY TO MEET HARNETT BUFFER REQUIREMENTS OUTSIDE RV STORAGE NON-CLIMATE STORAGE NEILLS CREEK RD.NC 2 1 0 CURRENT OUTDOOR STORAGE AREACARPORT BOAT ST ORAGE OUTSIDE BOAT STORAGE 50' MBSL 15' TYPE 'A' LANDSCAPE BUFFER 50' MBSL 15' TYPE 'A' LANDSCAPE BUFFER 15' TYPE D LANDSCAPE BUFFER 25' MBSL 15' TYPE 'D' LANDSCAPE BUFFER QP 13 B&B 2.5" CAL ICB 454 GAL.3 GAL.24" MIN. PIN OAKQuercus palustris 10' MIN. Rhododendron eriocarpum AZALEA, DWARF INDICA Illex cornuta 'Burfordii Nana'DWARF BURFORD HOLLY WO-26 ICB-72 WO-7 RE-60 QP-13 ICB-57 WO-5 ICB-31 WO-3 NOT FOR CONSTRUCTION UTILITY DETAILS ID-01 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\D-01 UTILITY DETAILS I.DWGPLOTTED: 7/29/2021 1:39 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION 2" 1" NOT FOR CONSTRUCTION UTILITY DETAILS IID-02 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\D-02 UTILITY DETAILS II.DWGPLOTTED: 7/29/2021 1:39 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION FLOWFLOW 1'-0" MINIMUM OR 4" 3,000 P.S.I. CONCRETE SLAB. DIMENSIONS PER BOX MANUFACTURER SPECIFICATIONS 6" MIN.6" MIN.18" MIN. BURYVARIES (SEE MANUFACTURER)6"MIN. NO LEAD DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY VARIES (SEE MANUFACTURER) NO LEAD REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY VARIES (SEE MANUFACTURER) THREADED UNION CLASS 1 OR CLASS 2, ASSE 1060 INSULATED WEATHERPROOF ENCLOSURE ANCHORED TO CONCRETE OR APPROVED FIBERGLASS MOUNTING PAD STANDARD 1" to 2" COMMERCIAL OUTDOOR BACKFLOW ASSEMBLY NOTES: 1. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511. 2. DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1015 & AWWA C510. 3. BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED WITHIN 5 FEET OF THE METER BOX. 4. BACKFLOW PREVENTION ASSEMBLY SHALL BE CENTERED ON CONCRETE OR APPROVED FIBERGLASS MOUNTING PAD AND CENTERED WITHIN ENCLOSURE. 5. MINIMUM INSULATED CLASS I OR CLASS II, ASSE 1060 WEATHERPROOF ENCLOSURE REQUIRED (HEATING OPTIONAL). 6. OPTIONAL 120V GFCI ELECTRICAL RECEPTACLE TO BE INSTALLED IN ACCORDANCE WITH THE N.C. ELECTRICAL CODE FOR OUTDOOR OPERATION. 7. PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER), COPPER (TYPE K), OR 'NO LEAD' BRASS (UNS C89833 PER ASTM B584). 8. INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE TOWN ORDINANCES AND SPECIFICATIONS IN ADDITION TO THE N.C. PLUMBING CODE. 9. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF BACKFLOW ASSEMBLY AND COMPLIANCE WITH REPORTING AND TESTING REQUIREMENTS. 10. ALL BRASS COMPONENTS SHALL BE 'NO LEAD' BRASS MEETING UNS C89833 AS PER ASTM B584. GFCI ELECTRICAL RECEPTACLE (OPTIONAL) DRAIN PORT - PROVIDE POSITIVE DRAINAGE OUT OF ENCLOSURE (MINIMUM TWICE THE SIZE OF RPZ)NO LEAD BALL VALVE MINIMUM 2" ANNULAR AREA MINIMUM 6" OPENING 4" CLEARANCE 1" CLEAR VALVE BOX 26"x20" RECTANGULAR 19" 12.0 26" 3 1/2" 20" 13" A BA ELEVATION ISOMETRIC PLAN PLASTIC LID 6 3/4"x4" STEEL HINGED ACCESS HATCH SHOWN WITH EXTENSTION 20" 14" 21 1/2" 6 3/4" 22 3/4" ABS PLASTIC 9" NOT FOR CONSTRUCTION SITE DETAILSD-03 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\D-03 SITE DETAILS.DWGPLOTTED: 7/29/2021 1:39 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION SCALE: 1 D-03 SIGN INSTALLATION DETAIL NTS POST SLEEVE ANCHOR SEE DETAIL B SEE DETAIL A 18" MIN. NOTES:SIGN HEIGHT PER M.U.T.C.D.UNLESS OTHERWISE DIRECTED BYC.O.S. TRAFFIC ENGINEERING DIVISIONPOST SIGN 3/8" STEEL DRIVE RIVET SLEEVE ANCHOR POST 3/8" STEEL DRIVE RIVET 2' MIN. BEHIND CURB OR AT BACK OF SIDEWALK 1" 30" 12" 38" DIA. 3/8" STEEL DRIVE RIVET DETAIL B ANCHOR ASSEMBLY DETAIL A SIGN MOUNTING 1.POST - 1-3/4" X 1-3/4" SQUARE PERFORATED 0.105" GALVANIZED STEEL TUBING 2.SLEEVE - 2-1/4" X 2-1/4" X 12", SQUARE PERFORATED 0.105 GALVANIZED STEEL TUBING 3.ANCHOR - 2" X 2" X 30", SQUARE PERFORATED 0.105" GALVANIZED STEEL TUBING 4.STOP SIGNS & STREET SIGN SHALL BE INSTALLED ON SAME POST. R7-8a 8"x12" SIGN AT VAN ACCESSIBLE SPACES ONLY R7-8 OR R7-8a 12"x12" SIGN R7-8D GS 20-37.6 9"x12" SIGN GREEN WHITE BACKGROUND BLUE WHITE SYMBOL NOTE: SIGN POST DETAIL THIS SHEET 30"30"R1-1 NOTE: REFER TO SIGN BASE DETAIL THIS SHEET FOR ADDITIONAL INFO AND INSTALLATION DETAILS SCALE: 3 D-03 ACCESSIBLE PARKING SIGNAGE NTSSCALE: 2 D-03 STOP SIGN NTS PAINT 4'-0"VARIES (MIN. 6")3"2'-0"MOUND AND SMOOTH CONCRETE 6" DIA. YELLOW PAINTED STEEL PIPE FILLED WITH 3000 PSI CONCRETE. PAVEMENT ENCASEMENT (3000 PSI) 24" DIA. CONC. SCALE: 4 D-03 BOLLARD NTS 12" WHITE 4" WHITE STRIPE (TYP.) 8'-0" 4" WHITE STRIPE 8'-0"9'-0"8'-0" VAN STRIPE (TYP . )2'- 0 "MIN. 18'-0" TO FOCCONCRETE SIDEWALK NOTE: WHEELCHAIR RAMPS TO BE INSTALLED AT ALL PAINTED H/C ACCESS STALLS ON THIS PROJECT. WHEELCHAIR RAMPS TO BE INSTALLED AT ALL CONC. SIDEWALK INTERSECTIONS. PAINTED H/C ACCESS STALLS 9'-0" VAN MIN.MIN.MIN.MIN.MIN. SCALE: 8 D-03 90 DEG. HANDICAP STALLS - TYPICAL NTS 30" 12" 6" 5" 7" 6" 12" 30" 30" SPILL LIP NOT TO SCALE 6" CONCRETE TO BE AIR-ENTRAINED LOW SUMP 3,000 PSI @ 28 DAYS6" CONCRETE TO BE AIR-ENTRAINED LOW SUMP 3,000 PSI @ 28 DAYS 30" C&G NOT TO SCALE 24" 12" 6" 5" 7" 6" 12" 24" 24" SPILL LIP NOT TO SCALE 6" CONCRETE TO BE AIR-ENTRAINED LOW SUMP 3,000 PSI @ 28 DAYS6" CONCRETE TO BE AIR-ENTRAINED LOW SUMP 3,000 PSI @ 28 DAYS 24" C&G NOT TO SCALE SCALE: 5 D-03 CURB AND GUTTER NTS DUMPSTER PAD & FLEXIBLE PAVEMENT @ 28 DAYS 4,000 PSI CONC. 6" THICK COMPACTED SUBGRADE NOT TO SCALE HEAVY DUTY RIGID PAVEMENT NOT TO SCALE HEAVY DUTY 6" CABC COMPACTED SUBGRADE 3,000 PSI CONC. @ 28 DAYS 4" THICK COMPACTED SUBGRADE NOT TO SCALE LIGHT DUTY RIGID PAVEMENT SIDEWALKS & H.C. RAMPS FLEXIBLE PAVEMENT NOT TO SCALE LIGHT DUTY ASPHALT 2" ACSCTYPE SF9.5A PAVEMENT SECTIONS - PRIVATE DEVELOPMENT LOADING AREA 6" CABC 8" CABC COMPACTED SUBGRADE ASPHALT 3" ACSCTYPE SF9.5A *NOTE THAT THE HEAVY DUTY FLEXIBLE PAVEMENT MAY BE MODIFIED AT THE OWNER'S DISCRETION. SCALE: 7 D-03 ROADWAYS & PARKING LOTS NTS PAVEMENT SECTIONS - PRIVATE NOT FOR CONSTRUCTION STORM DRAINAGE DETAILSD-04 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\D-04 STORM DRAINAGE DETAILS.DWGPLOTTED: 7/29/2021 1:40 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION SCALE: 7 D-04 FLARED END SECTION NTS REFER TO D-06 FOR RIP-RAP DETAIL GENERAL NOTES: ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. 2. 1. 4. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. END VIEW 5. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED 3. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. PLAN 6. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.TETC B L = LENGTH TABLE OF DIMENSIONS D T A B C E L WT. 12"2-1/4"4"2'-0"4'-1"2'-0"6'-1"730 15"2-1/4"6"2'-3"3'-10"2'-0"6'-1"730 18"2-1/2"9"2'-3"3'-10"3'-0"6'-1"1190 24"3"10"3'-8"2'-6"4'-0"6'-2"1770 30"3-1/2"1'-0"4'-6"1'-8"5'-0"6'-2"2380 36"4"5'-3"2'-11"6'-0"8'-2"5320 42"4-1/2"5'-3"2'-11"6'-6"8'-2"5920 48"5"6'-0"2'-2"7'-0"8'-2"7470 54"5-1/2"5'-6"2'-10"7'-6"8'-4"8810 60"6"5'-0"3'-3"8'-0"8'-3"11180 66"6-1/2"6'-0"2'-3"8'-6"8'-3"12530 72"7"6'-6"1'-9"9'-0"8'-3"13980 1'-3" 1'-9" 2'-0" 2'-3" 2'-6" 3'-0" 3'-0"TDTTDTD+1"AT TE CL D 18"SECTION NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.7. CL OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170, TABLE 2, WALL B. 4" 3:1 SLO P E ALTERNATE WALLCONFIGURATION 1'-6" SCALE: 1 D-04 CONCRETE CATCH BASIN 1 of 2 NTS SCALE: 2 D-04 CONCRETE CATCH BASIN 2 OF 2 NTS SCALE: 3 D-04 FRAME, GRATES, AND HOOD 1 OF 2 NTS SCALE: 4 D-04 FRAME, GRATES, AND HOOD 2 OF 2 NTS SCALE: 5 D-04 CONCRETE DROP INLET NTS SCALE: 6 D-04 DROP INLET FRAME & GRATE NTS NOT FOR CONSTRUCTION LANDSCAPE DETAILSD-05 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\D-05 LANDSCAPE DETAILS.DWGPLOTTED: 7/29/2021 1:40 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION SCALE: 1 D-05 TREE STAKING & PLANTING DETAIL NTS VARIES COVER SAND RING WITH 4" OF MULCH. DO NOT PILE MULCH AGAINST TRUNK OF TREE WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT MARK THE NORTH SIDE OF THE TREE IN THE FIELD, BEFORE TRANSPLANTING, AND WHEN TRANSPLANTING ROTATE TREE TO FACE NORTH, WHENEVER POSSIBLE. PLAN VIEW FILL ALL AIR POCKETS BETWEEN ROOT BALL AND EXISTING UNDISTURBED SOIL WITH SANDY LOAM BEING SURE TO LEAVE NO AIR POCKETS 2'(MIN.)6"12"2' MIN.12" PLAN TREE WRAP BACKFILL MIX PAINTED FLUORESCENT ORANGE COVERED W/2-PLY RUBBER HOSE WHITE FLAGGING (TYP.) DOUBLE STRAND 12 GAUGE WIRE 8" 2-PLY RUBBER HOSE 8' STEEL TEE POST- 3 REQUIRED AT 120° 4 INCHES MULCH FROM TOP 1/3 OF THE BALL REMOVE BURLAP & ROPE UNDISTURBED SUBSOIL 4 INCH DEEP SAUCER NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6"2'(MIN.)12"12" FROM TOP 1/3 OF THE BALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.2'(MIN.)REMOVE BURLAP & ROPE UNDISTURBED SUBSOIL BACKFILL MIX 8' STEEL TEE POST- 3 REQUIRED AT 120° DOUBLE STRAND 12 GAUGE WIRE COVERED W/2-PLY RUBBER HOSE PAINTED FLUORESCENT ORANGE TO PROVIDE FOR PLANTING CUT BACK SLOPE A FLAT SURFACE 6"EXISTING GROUND WHITE FLAGGING (TYP.) 4 INCHES MULCH TREE WRAP 4 INCH DEEP SAUCER 8" 2-PLY RUBBER HOSE PLAN 4 INCHES MULCH (SEE LANDSCAPE NOTES FOR TYPE OF MULCH) IF SHRUB IS B & B, THEN REMOVE BURLAP & ROPE FROM TOP 1/3 OF BALL BACKFILL MIX UNDISTURBED SUBSOIL 4 INCHES MULCH (SEE LANDSCAPE NOTES FOR TYPE OF MULCH) IF SHRUB IS B & B, THEN REMOVE BURLAP & ROPE FROM TOP 1/3 OF BALL BACKFILL MIX UNDISTURBED SUBSOIL6"CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING EXISTING GRADE OR PROPOSED GRADE INJECT ROOT STIMULATOR MIX AT LOCATIONS SHOWN 1'-6" TOP OF ROOT BALL METAL TEE STAKES (3) DOUBLE STRAND 12 GAUGE WIRE WHITE FLAGGING (TYP.)1'-6"12" LENGTH, 1" DIA 2-PLY RUBBER HOSE AT TREE TREE TRUNK DEPENDING ON SIZE OF TREE SPADE WHITE FLAGGING (TYP.) SAND RING 3" H X 12" W 12" 7" TOTAL MULCH AND SAND WASH SAND INTO AIR POCKETS TREE SPADE ROOT BALL (SIZE VARIES WITH SIZE OF TREE SPADE) 12" LENGTH, 1" DIA 2-PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE COVERED WITH RUBBER HOSE AT TREE TOP OF ROOT BALL 4 INCHES MULCH EXTENDING 12" MIN FROM ROOT BALL 8' STEEL TEE POST (3 PER TREE) TO BE DRIVEN 3' BELOW GRADE EXISTING GRADE EXISTING UNDISTURBED SOIL NOTE: PLANT TREE 2"-4" ABOVE GRADE 6"RUBBER HOSE AT CONTACT POINT WRAP TRUNK OF TREE WITH STANDARD TREE WRAPPING PAPER (CRAPE) STARTING FROM BOTTOM WINDING UPWARDS UNITE BALLING STRING FROM BASE OF TRUNK ALLOW THIN LAYER OF SOIL TO COVER BALL HARDWOOD OAK STAKES (WOOD STAKING SHALL NOT CONTAIN CHROMATED COPPER ARSENATE (CCA)) (3 STAKES SPACED EQUIDISTANT) BERM SIZE TO BE PROMINENT COMPACT OUTER EDGE WITH FOOTPRINT DEPRESSION FOR WATER ACCUMULATION PEEL BACK BURLAP HOLE DEPTH TO EQUAL BALL DEPTH W/BALL 1/3 - 1/2 ABOVE EXISTING GRADE 1/4" NYLON CORD TWICE RADIUS OF ROOT BALL 1' + MULCH EDGE 2/3 HEIGHT OF TREE(LIMB-UP BEFORESTAKING)ROOT BALL TO BE 1/3 - 1/2 ABOVE EXISTING GRADE BASED ON SOIL DRAINAGE - SOIL AMENDMENTS ARE NOT REQUIRED FOR TREES - LIMB UP TREE (2/3 HEIGHT PRIOR TO STAKING. CONTACT POINT FOR RUBBER HOSE TO BE LATERAL BRANCH AND NOT MAIN TRUNK. SCALE: 2 D-05 TREE PLANTING NTS SCALE: 3 D-05 TREE PLANTING ON SLOPE NTS SCALE: 4 D-05 MACHINE DUG TREE PLANTING NTS SCALE: 6 D-05 SHRUB PLANTING NTS SCALE: 5 D-05 SHRUB PLANTING ON SLOPE NTS 1.PLANT TREES WITH A MINIMUM CALIPER OF TWO INCHES MEASURED SIX INCHES ABOVE THE GROUND AND A ROOT BALL NO SMALLER THAN TWO FEET IN DIAMETER AND 16 INCHES IN DEPTH. 2.THE BEST TIMES FOR PLANTING ARE EARLY SPRING AND EARLY FALL. TREES PLANTED IN IN THE SUMMER RUN THE RISK OF DEHYDRATION. 3.PLANT ALL TREES AT LEAST THREE-AND-A-HALF FEET FROM THE END OF HEAD-IN PARKING SPACES IN ORDER TO PREVENT DAMAGE FROM CAR OVERHANGS. 4.DIG THE TREE PIT AT LEAST TWO FOOT WIDER THAN THE ROOT BALL AND AT LEAST SIX INCHES DEEPER THAN THE BALL VERTICAL DIMENSION. 5.ESPECIALLY IN AREAS WHERE CONSTRUCTION ACTIVITY HAS COMPACTED THE SOIL, THE BOTTOM OF THE PIT SHOULD BE SCARIFIED OR LOOSENED WITH A PICK AX OR SHOVEL. 6.AFTER THE PIT IS DUG, OBSERVE SUB-SURFACE DRAINAGE CONDITIONS. WHERE POOR DRAINAGE EXISTS, THE TREE PIT SHOULD BE DUG AT LEAST AN ADDITIONAL TWELVE INCHES WIDER AND THE SOIL AMENDED TO ALLOW ROOTS GROW PROPERLY. 7.BACKFILL SHOULD INCLUDE A PROPER MIX OF SOIL AND FERTILIZER. ALL ROOTS MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE THOROUGHLY WATERED AS IT IS PLACED AROUND THE ROOTS. 8.IMMEDIATELY AFTER IT IS PLANTED, THE TREE SHOULD BE SUPPORTED WITH STAKES AND STRAPS TO FIRMLY HOLD IT IN PLACE AS ITS ROOT SYSTEM BEGINS TO DEVELOP. REMOVE STAKES AND TIES AFTER ONE YEAR. 9.SPREAD AT LEAST THREE INCHES OF MULCH OVER THE ENTIRE EXCAVATION IN ORDER TO RETAIN MOISTURE AND KEEP DOWN WEEDS. AN ADDITIONAL THREE-INCH SAUCER AND MULCH SHOULD BE PROVIDED TO FORM A BASIN AROUND THE TRUNK OF THE TREE. THIS SAUCER HELPS CATCH AND RETAIN MOISTURE. 10.CONSCIENTIOUS POST-PLANTING CARE, ESPECIALLY WATERING, PRUNING AND FERTILIZING, IS A MUST FOR STREET AND PARKING LOT TREES. PRUNE OFF BROKEN OR DAMAGED BRANCHES. NOTE: CONSTRUCTION ENTRANCE/EXIT SILT FENCE OUTLET TEMP. SEED/MULCH/PERM. SEED OUTLET PROTECTION TS M PS DIVERSION DITCH ROCK CHECK DAM INLET PROTECTION SEDIMENT BASIN STOCKPILE COIR WATTLE SILT FENCE TREE PROTECTION FENCE DISTURBANCE LIMITS CONCRETE WASH AREA RIP RAP TS M PS TS M PS TS M PS TS M PS N NOT FOR CONSTRUCTION ONE-CALL CENTER BEFORE YOU DIG CALL TOLL FREE 1 800 632 4949 NORTH CAROLINA EROSION CONTROL PLAN - INITIAL PHASEEC-01 7/20212020-023 1"=40'40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-01 EROSION CONTROL PLAN - INITIALPHASE.DWGPLOTTED: 7/29/2021 1:40 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION LEGEND: 1.THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE THEY ACTUALLY WILL BE INSTALLED IN THE FIELD. 2.TOTAL DISTURBED AREA = 8.50 AC. 3.REFER TO DETAIL SHEETS FOR CONSTRUCTION SEQUENCE, EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS & EROSION CONTROL DETAILS. 4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT NCDEQ STANDARDS AND REGULATIONS. 5.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY NCDEQ. 6.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE. 7.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF-INSPECTION LOG. 8.PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER). NOTES: 7 daysPerimeter dikes, swales, ditches and slopes SITE AREA DESCRIPTION STABILIZATION NPDES STABILIZATION TABLE TIMEFRAME EXCEPTIONS 7 days 14 days NoneHigh Quality Water (HQW) Zones Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed. Slopes 3:1 or flatter 7 days for slopes greater than 50' in length 7 days All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones None MINIMUM DEPTH: 2.0' VOLUME REQUIRED = 4,983 CF SURFACE AREA REQUIRED = 4,275 SF SURFACE AREA PROVIDED = 8,930 SF TOP OF BASIN ELEVATION = 295.00 SURFACE AREA ELEVATION = 293.00 BOTTOM OF BASIN ELEVATION = 291.00 CLEANOUT ELEVATION = 292.00 EMERGENCY SPILLWAY LENGTH = 15' EMERGENCY SPILLWAY ELEVATION = 294.00 SKIMMER SIZE = 2 INCH, 1.75 INCH ORIFICE DEWATERING TIME = 3.05 DAYS SKIMMER SEDIMENT BASIN NEILLS CREEK RD.NC 2 1 0 1 2 SILT FENCE OUTLET TEMP. 18" HDPE DRIVEWAY PIPE (DITCH DRAINAGE)CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA STRAW WATTLE IN DITCH SILT FENCE TEMPORARY DIVERSION DITCH (TDD) ROCK CHECK DAM LIMITS OF DISTURBANCE BAFFLES (TYP.) SKIMMER TEMP. 18" HDPE DRIVEWAY PIPE (TDD DRAINAGE) INSTALL PERM. RISER AND CONNECT SKIMMER AS SHOWN INSTALL TEMP. 18" HDPE TO DRAIN THROUGH SEDIMENT BASIN BERM INSTALL TEMP. 18" HDPE TO DRAIN THROUGH SEDIMENT BASIN BERM INSTALL NCDOT CL. "B" RIP-RAP TO SEDIMENT BASIN 1 MINIMUM DEPTH: 2.0' VOLUME REQUIRED = 8,773 CF SURFACE AREA REQUIRED = 7,526 SF SURFACE AREA PROVIDED = 7,744 SF TOP OF BASIN ELEVATION = 296.00 SURFACE AREA ELEVATION = 294.00 BOTTOM OF BASIN ELEVATION = 292.00 CLEANOUT ELEVATION = 293.00 EMERGENCY SPILLWAY LENGTH = 20' EMERGENCY SPILLWAY ELEVATION = 295.00 SKIMMER SIZE = 3 INCH, 1.75 INCH ORIFICE DEWATERING TIME = 4.28 DAYS SKIMMER SEDIMENT BASIN 2 RIP RAP CURRENT BUILDING #1 SELF-STORAGE 17,000 SF W W W W W W W W W W W W W W W W295295 295 295 300300 295295295 295 295 296 297296 294 293292 294 293 297 292 292 293294 296297 298 297296 294 293292 295 298 298298298 294296297 298299 298 297 296 301 302 303 304 302303304299298297298 298298 298 298 298294293296297291292293294 296 297 297296 294 293 29 2 291 2942962 9 7 293TS M PS TS M PS TS M PS TS M PS CONSTRUCTION ENTRANCE/EXIT SILT FENCE OUTLET TEMP. SEED/MULCH/PERM. SEED OUTLET PROTECTION TS M PS DIVERSION DITCH ROCK CHECK DAM INLET PROTECTION SEDIMENT BASIN STOCKPILE COIR WATTLE SILT FENCE TREE PROTECTION FENCE DISTURBANCE LIMITS CONCRETE WASH AREA N NOT FOR CONSTRUCTION ONE-CALL CENTER BEFORE YOU DIG CALL TOLL FREE 1 800 632 4949 NORTH CAROLINA EROSION CONTROL PLAN - CONSTRUCTION PLANEC-02 7/20212020-023 1"=40'40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-02 EROSION CONTROL PLAN - CONSTRUCTIONPLAN.DWGPLOTTED: 7/29/2021 1:41 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION NOTES:NEILLS CREEK RD.NC 2 1 0 NO CONSTRUCTION TRAFFIC LEGEND: 1.THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE THEY ACTUALLY WILL BE INSTALLED IN THE FIELD. 2.TOTAL DISTURBED AREA = 8.50 AC. 3.REFER TO DETAIL SHEETS FOR CONSTRUCTION SEQUENCE, EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS & EROSION CONTROL DETAILS. 4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT NCDEQ STANDARDS AND REGULATIONS. 5.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY NCDEQ. 6.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE. 7.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF-INSPECTION LOG. 8.PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER). NOTES: 7 daysPerimeter dikes, swales, ditches and slopes SITE AREA DESCRIPTION STABILIZATION NPDES STABILIZATION TABLE TIMEFRAME EXCEPTIONS 7 days 14 days NoneHigh Quality Water (HQW) Zones Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed. Slopes 3:1 or flatter 7 days for slopes greater than 50' in length 7 days All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones None NC 2 1 0 SILT FENCE OUTLET CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA SILT FENCE SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION NOT FOR CONSTRUCTION EROSION CONTROL DETAILS IEC-03 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-03 EROSION CONTROL DETAILS I.DWGPLOTTED: 7/29/2021 1:41 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION MAINTENANCE/INSPECTION PROCEDURES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. ·ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT, DAILY AND WITHIN 24 HOURS OF EVERY RAINFALL EVENT. ·SILT FENCE & FABRIC INLET PROTECTION: INSPECT FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. ·DIVERSION DIKES/SWALES: INSPECT AND ANY BREACHES PROMPTLY REPAIRED. SEDIMENT SHALL BE REMOVED FROM THE FLOW AREA IMMEDIATELY AFTER EACH RAINFALL ·TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP-DRESSING WITH 2-3" STONE. AFTER A RAINFALL, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO ROADWAYS. ·SEDIMENT BASIN: INSPECT AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. REPAIR BAFFLES AND SKIMMERS AS NEEDED. ·INLET PROTECTION: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. ·SEEDING, FERTILIZING, AND MULCHING: INSPECT SEEDED AREAS FOR FAILURE AND NECESSARY REPAIRS AND RE-SEEDING SHALL BE MADE WITHIN THE SAME SEASON. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. ·MAINTAIN THE ON-SITE RAIN GAUGE & DATA AND STORMWATER INSPECTION LOG SHEETS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL NC DEMLR HAS CLOSED THE PROJECT & SURETY HAS BEEN RELEASED. ·THE CONTACT PERSON IS REQUIRED TO MAINTAIN A LOG OF SELF-INSPECTIONS PER REQUIREMENTS AS OUTLINED IN NCG01000 PERMIT. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS, OR STORMWATER MANAGEMENT PLANS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL NC DEMLR HAS CLOSED THE PROJECT. ·THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. ·PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT: THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. ·GROUND STABILIZATION: SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: A.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. B.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS POSSIBLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY DUST CONTROL VEGETATIVE COVER FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC, VEGETATION PROVIDES THE MOST PRACTICAL METHOD OF DUST CONTROL. MULCH WHEN PROPERLY APPLIED, MULCH OFFERS A FAST, EFFECTIVE MEANS OF CONTROLLING DUST. MAINTENANCE MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED. 1.THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS. 2.TOTAL DISTURBANCE LIMITS = 8.50 ACRES. 3.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN IN THE PLAN IS A VIOLATION OF THE NORTH CAROLINA SEDIMENTATION CONTROL LAW & IS SUBJECT TO A FINE. 4.GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE THE NORTH CAROLINA SEDIMENTATION CONTROL LAW AND IS SUBJECT TO A FINE. 5.ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH ALL NCDENR STANDARDS AND SPECIFICATIONS. 8.CONSTRUCTION ENTRANCES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. A MINIMUM OF ONE CONSTRUCTION ENTRANCE SHALL BE INSTALLED AND UTILIZED. THIS ENTRANCE SHALL BE BETWEEN THE LIMITS OF DISTURBANCE AND ANY ROAD RIGHT OF WAY. 9.ADJACENT PROPERTIES AND RIGHT-OF-WAY SHALL BE KEPT FREE OF MUD AND/OR SEDIMENT-LADEN RUNOFF. 10.THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE RECOMMENDED AS A MINIMUM IN ORDER TO CONTROL RUN-OFF. IT IS POSSIBLE THAT MORE STRINGENT MEASURES MAY BE NEEDED AS DETERMINED BY THE CONTRACTOR, PROJECT ENGINEER, AND/OR EROSION CONTROL INSPECTOR. IF IT IS DETERMINED THAT ADDITIONAL RUN-OFF CONTROL IS NEEDED, SUCH MEASURES SHALL BE INSTALLED IMMEDIATELY. 11.SHOULD MAINTENANCE ISSUES ARISE, PLEASE CONTACT JOHN AUTON AT 919-369-9872. 12.CONTRACTOR SHALL LOCATE AND VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. EROSION CONTROL NOTES STRUCTURAL PRACTICES 1.SILT FENCE (SEDIMENT FENCE): SILT FENCE CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION. SILT FENCES SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE BARRIERS SHALL BE USED TO CONTAIN SEDIMENT. 2.SILT FENCE OUTLET: GRAVEL SILT FENCE OUTLETS SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE OUTLETS SHALL BE LOCATED AT ALL LOW POINTS IN A RUN OF SILT FENCE AND USED TO DISCHARGE "CLEAN WATER" OFF-SITE. 3.DIVERSION DITCHES: USE DIVERSION DITCHES TO CONVEY SEDIMENT LADEN RUNOFF TO EROSION CONTROL BMPS AS SHOWN ON THE PLANS. 4.CONSTRUCTION ENTRANCE: CONSTRUCTION TRAFFIC SHALL BE LIMITED TO STABILIZED AREAS. AT A MINIMUM, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE PROVIDED AS SHOWN ON THIS DRAWING. VEHICLE WHEELS SHALL BE CLEAN WHEN LEAVING THE SITE TO PREVENT THE TRACKING OF MUD ON PAVED ROADS. 5.ROCK CHECK DAMS: ROCK CHECK DAMS CAN BE USED TO REDUCE EROSION IN A DRAINAGE CHANNEL TO LIMIT EROSION BY REDUCING VELOCITY IN OPEN CHANNELS. 6.SEDIMENT BASINS: SEDIMENT BASINS WITH SKIMMERS AND POROUS BAFFLES ARE USED TO RETAIN SEDIMENT ON THE CONSTRUCTION SITE, AND PREVENT SEDIMENTATION IN OFF-SITE STREAMS, LAKES, AND DRAINAGE WAYS 7.INLET PROTECTION: HARDWIRE CLOTH AND GRAVEL INLET PROTECTION DEVICES CAN BE USED PREVENT SEDIMENT FROM ENTERING YARD INLETS, GRATED STORM DRAINS OR DROP INLETS DURING CONSTRUCTION. THIS PRACTICE ALLOWS EARLY USE OF THE STORM DRAIN SYSTEM SEDIMENT & EROSION CONTROLS IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND SEDIMENT CONTROLS AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION CONTROLS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED, TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES BE TO THE STANDARDS OF THE NC DEPT. OF ENVIRONMENTAL MANAGEMENT - LAND QUALITY SECTION, LATEST EDITION. VEGETATIVE PRACTICES 1.TEMPORARY SEEDING: DISTURBED AREAS THAT ARE NOT ANTICIPATED TO BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 7 OR 14 CALENDAR DAYS MUST RECEIVE TEMPORARY SEEDING (SEE NPDES TABLE). A QUICK GROWING GRASS SPECIES, WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING, SHOULD BE USED. TEMPORARY SEEDING SHALL BE PER WAKE COUNTY REQUIREMENTS. 2.TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 3.TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. RESEED AND MULCH BARE SPOTS LARGER THAN 9 SQUARE FEET. 4.PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. PERMANENT SEEDING SHALL BE PER WAKE COUNTY REQUIREMENTS. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE STAND OF GRASS IS ACCEPTABLE. MANAGEMENT STRATEGIES 1.STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. PER NCDWQ CONSTRUCTION GENERAL PERMIT REVISED AUGUST 4, 2011 ALL EARTHEN MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO OTHER REASONABLE ALTERNATIVE IS AVAILABLE. 2.RIP-RAP OUTLET PROTECTION: ALL RIP-RAP SHALL BE INSTALLED WITH FILTER FABRIC BENEATH. 3.SOIL DISPOSAL: DISPOSE OF ALL STOCKPILED MATERIAL TO AN APPROVED PERMITTED WAKE COUNTY DISPOSAL SITE. 4.DEWATERING: ALL TRENCH/PIT DEWATERING MUST DISCHARGE TO AN APPROVED S&EC MEASURE OR SILT SACK PRIOR TO LEAVING THE SITE. 5.PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES. EROSION & SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO CLEAR & GRUB AND MASS GRADING FOR A SELF-STORAGE FACILITY. THE PROPERTY IS PRIVATELY OWNED. SEE OWNER INFORMATION ON EXISTING CONDITIONS PLAN. THE SITE IS CURRENTLY UNDEVELOPED. APPROXIMATELY 8.50 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE MAXIMUM FILL WILL BE APPROX. 6 FEET AND THE MAXIMUM CUT WILL BE APPROX. 6 FEET. THIS PROJECT WILL INVOLVE REMOVAL OF TOPSOIL AND WIDESPREAD EARTHWORK TO FACILITATE INFRASTRUCTURE INSTALLATION TO SERVE THE FACILITY. AN UNDERGROUND STORM DRAINAGE SYSTEM WILL BE INSTALLED TO CONVEY STORMWATER TO PERMANENT STORMWATER MANAGEMENT AREAS. THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN LATE FALL 2021 WITH PROJECT COMPLETION AND FINAL STABILIZATION BY SPRING 2022. THE EROSION AND SEDIMENT CONTROL PROGRAM FOR THIS PROJECT WILL INCLUDE THE INSTALLATION OF A SUITABLE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCING, SILT FENCE OUTLETS, DIVERSION DITCHES, INLET PROTECTION MEASURES AND SEDIMENT BASINS. ADJACENT PROPERTY ADJACENT PROPERTY OWNERS ARE NOTED ON THE EXISTING CONDITIONS PLAN. NATIVE SOILS THE SOILS AT THIS SITE ARE PREDOMINATELY LOAMY SANDS. SOILS ARE MOSTLY WELL DRAINED WITH Ksat RANGES FROM MODERATELY HIGH TO HIGH. SLOPES ARE LARGELY BETWEEN 0 TO 6%. SOILS ONSITE ARE FUQUAY (FaB) AND DOTHAM LOAMY SANDS (DoB). 1.OBTAIN A LAND-DISTURBING PERMIT FROM NCDENR. 2.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH NCDENR AT LEAST ONE WEEK PRIOR TO START OF LAND DISTURBANCE. 3.CLEAR THE AREA NEEDED TO CONSTRUCT THE PROPOSED CONSTRUCTION ENTRANCE. 4.CONSTRUCT THE ENTRANCE AS SHOWN ON THE PLANS. MAINTAIN THE CONSTRUCTION ENTRANCE DAILY TO ENSURE THAT MUD AND SILT WILL NOT BE TRACKED ONTO THE PAVED SURFACE. IF MUD IS TRACKED ONTO THE SURFACE, IT IS TO BE REMOVED IMMEDIATELY. 5.CLEAR THE AREA NEEDED TO CONSTRUCT THE REMAINDER OF PERIMETER EROSION CONTROL MEASURES INCLUDING SILT FENCE, ROCKS CHECK DAMS, TEMPORARY DIVERSIONS, SKIMMER BASIN, AND OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. INSTALL PROPOSED DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. 6.CLEAR AND INSTALL THE SKIMMER SEDIMENT BASIN. INSTALL COIR MESH BAFFLES, SKIMMER DEVICES, AND OTHER FEATURES AND STABILIZE IMMEDIATELY AFTER CONSTRUCTION. THE PERMANENT RISER STRUCTURES FOR THE FUTURE WET DETENTION BASINS SHALL BE INSTALLED AT THIS TIME. 7.CALL NCDENR FOR AN ONSITE INSPECTION BY THE ONSITE INSPECTOR TO OBTAIN A CERTIFICATE OF COMPLIANCE. 8.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. 9.ROUGH GRADE PARKING LOT, DRIVEWAY, AND GENERAL SITE. 10.CONSTRUCT UTILITIES THROUGHOUT PROJECT. 11.INSTALL STORM SEWER, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. 12.CONTINUE WITH MASS GRADING OF SITE AND BEGIN CONSTRUCTION, BUILDING, ETC. 13.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN 7 OR 14 DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. 14.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL NCDENR ON SITE INSPECTOR. 15.IF SITE IS APPROVED AND ALL UPSTREAM AREAS ARE STABILIZED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. EXISTING STORM DRAINAGE SYSTEM SHALL BE CLEANED OF ANY SEDIMENT. 16.GRADE BMP AND REMOVE SKIMMER. STABILIZE ALL GRADING FROM BMP EXCAVATION. 17.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE ONSITE INSPECTOR. OBTAIN A CERTIFICATE OF COMPLETION. 18.SUBMIT NOTICE OF TERMINATION TO NCDENR. ·INSPECTOR REFERS TO NORTH CAROLINA LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE, FIELD INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR. ·CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES LAND QUALITY SECTION: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ·THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL MEASURES DURING CONSTRUCTION AND THE OWNER IS RESPONSIBLE FOR ALL PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED. CONSTRUCTION SEQUENCE: THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) 433-3300. NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM: NOT FOR CONSTRUCTION EROSION CONTROL DETAILS IIEC-04 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-04 EROSION CONTROL DETAILS II.DWGPLOTTED: 7/29/2021 1:42 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION SCALE: 1 EC-04 INLET PROTECTION NTS STANDARD METAL POSTS 2' IN GROUND GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF BOX #57 WASHED STONE PLACED TO A HEIGHT OF 12"-18" MIN. ABOVE TOP OF BOX. BURY BOTTOM OF PLYWOOD UPSTREAM END OF STORM DRAIN OVERFLOW 1/3 PIPE DIAMETER 3 4" EXTERIOR PLYWOOD STEEL FENCE POST (TYP.) UPSTREAM END OF STORM DRAIN OVERFLOW 1/3 PIPE DIAMETER HARDWARE CLOTH WASHED STONE FILTER ACROSS PIPE INLET SCALE: 2 EC-04 TEMPORARY DIVERSION DITCH NTS SCALE: 3 EC-04 PIPE INLET PROTECTOIN NTS SEEDBED PREPARATION: 1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2.RIP THE ENTIRE AREA TO SIX INCHES DEEP. 3.REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE MIXTURE). 5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. 6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON,IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. SCALE: 5 EC-04 TEMPORARY DIVERSION DITCH NTS SCALE: 6 EC-04 COIR FIBER WATTLE DETAIL NTS MIXTURE AGRICULTURAL LIMESTONE..........................2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) FERTILIZER................................................1,000 LBS/ACRE - 10-10-10 SUPERPHOSPHATE....................................500 LBS/ACRE - 20% ANALYSIS MULCH....................................................2 TONS/ACRE - SMALL GRAIN STRAW ANCHOR..................................................ASPHALT EMULSION AT 300 GALS/ACRE SEEDING SCHEDULE FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1): DATE TYPE PLANTING RATE AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE JUL 1- AUG 15 TALL FESCUE AND BROWNTOP 125 LBS/ACRE (TALL FESCUE); 35 LBS/ACRE MILLET OR SORGHUM-SUDAN (BROWNTOP MILLET); 30 LBS/ACRE HYBRIDS*** (SORGHUM-SUDAN HYBRIDS) FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1): DATE TYPE PLANTING RATE MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA LESPEDEZA); AND USE THE FOLLOWING COMBINATIONS: MAR 1 - APR 15 ADD TALL FESCUE 120 LBS/ACRE MAR 1 - JUN 30 OR ADD WEEPING LOVE GRASS 10 LBS/ACRE MAR 1 - JUN 30 OR ADD HULLED COMMON 25 LBS/ACRE BERMUDAGRASS JUN 1 - SEPT 1 TALL FESCUE AND BROWNTOP 120 LBS/ACRE (TALL FESCUE); MULLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MULLET); HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS) SEPT 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED - 70 LBS/ACRE (SERICEA LESPEDEZA); UNSCARIFIED) AND TALL FESCUE 120 LBS/ACRE (TALL FESCUE) NOV 1 - MAR 1 AND ABRUZZI RYE 25 LBS/ACRE CONSULT S&EC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT 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 MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT. SCALE: 4 EC-04 SEEDING SCHEDULE NTS SCALE: 7 EC-04 RIP-RAP OUTLET PROTECTION NTS NOT FOR CONSTRUCTION EROSION CONTROL DETAILS IIIEC-05 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-05 EROSION CONTROL DETAILS III.DWGPLOTTED: 7/29/2021 1:42 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION SCALE: 1 EC-05 SKIMMER SEDIMENT BASIN NTS · · · · · · ’ - “ ” - - ® SCALE: 2 EC-05 POROUS BAFFLE NTS SCALE: 3 EC-05 DEWATERING SKIMMER NTS 3' FILTER FABRIC ON GROUND STEEL FENCE POST WIRE FENCE HARDWARE CLOTH FILTER OF #57 WASHED STONE BURY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCH TOP OF SILT FENCE MUST BE AT LEAST 1' ABOVE THE TOP OF THE WASHED STONE SILT FENCE WIRE STEEL FENCE POST SET MAX 2' APART MIN. 18" INTO SOLID GROUND BURY WIRE FENCE, FILTER FABRIC, AND HARDWARE CLOTH IN TRENCH 4' MIN. NOTES: 1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING. SCALE: 4 EC-05 STANDARD CONSTRUCTION ENTRANCE NTS SCALE: 5 EC-05 STANDARD TEMPORARY SILT FENCE NTS SCALE: 6 EC-05 STANDARD SILT FENCE OUTLET NTS 50' MIN. 20' BURY WIRE FENCE AND HARDWARE CLOTH NOT FOR CONSTRUCTION EROSION CONTROL DETAILS IVEC-06 7/20212020-023 SCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-06 EROSION CONTROL DETAILS IV.DWGPLOTTED: 7/29/2021 1:42 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION 1.APPLY SEED, STRAW AND TACK WITH RS OR CRS LIQUID EMULSIFIED ASPHALT AT A RATE EQUAL TO 10 GAL. PER 1000 S.F. COVER W/FIBERGLASS NETTING. 2.STAPLE EVERY 24" ALONG PERIMETER EDGES AND OVERLAPS. STAPLE EVERY 36" TO 48" RANDOMLY TO SECURE NETTING. 3.INSTALL TEMPORARY STRAW MATTING ALONG PROPOSED 3:1 FILL SLOPES TO PROMOTE VEGETATION/SLOPE STABILIZATION, AS NEEDED. 4.SLOPE STABILITY AND MATTING SHALL BE REGULARLY MONITORED, ESPECIALLY AFTER RAIN EVENTS. ADDITIONAL MATTING SHALL BE INSTALLED TO REPLACE DAMAGED OR MISSING MATTING MATERIAL UNTIL VEGETATION HAS BEEN PROPERLY ESTABLISHED AND SITE IS ACCEPTED. SCALE: 1 EC-06 TEMPORARY LINER NTS SCALE: 2 EC-06 CONCRETE WASHOUT STRUCTURE NTS SCALE: 3 EC-06 BLANKET ON SLOPES NTS INSTALLATION OF EROSION CONTROL TRANSVERSE CHECK SLOT STEP 2: STAKE MAT INTO SLOT DOWNSTREAM TERMINAL STEP 1: CUT TERMINAL SLOT 9" 6" 1'-2" 15" 5' 3" 3' STEP 2: SNUG MAT INTO SLOT UPSTREAM TERMINAL STEP 1: CUT TERMINAL SLOT 1'-2" ROLLED EROSION CONTROL PRODUCT MAINTENANCE 1. INSPECT ROLLED EROSION CONTROL PRODUCTS DAILY AND AFTER EVERY RAIN FALL EVENT REPAIR IMMEDIATELY. 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP. 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. 5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. DETAIL REFERENCE 6.17 NC ESCPDM STEP 4: A. REVERSE MAT ROLL DIRECTION TO OVERLAY CHECK SLOT B. STAKE MAT TO ANCHOR TERMINAL STEP 3: A. STAKE MAT INTO SLOT B. USE 1"X3" PRESSURE-TREATED BOARD TO BRACE MAT AGAINST VERTICAL CUT C. BACKFILL AND COMPACT STEP 3: TUCK MAT LAP INTO SLOT & STAKE STEP 2: WORK UPSTREAM ACROSS, CHECK SLOT LAP BACK 15" STEP 4: BACKFILL AND PROGRESS UPSTREAM PULL OUT TEMPORARY STAKES WHEN NO LONGER NEEDED FOR TENSIONONG STEP 4: A. ROLL MAT UP STREAM OVER REFILLED TERMINAL B. STAKE MAT DOWN TO ANCHOR TERMINAL C. PROGRESS UPSTREAM WITH ROLL STEP 1: CUT CHECK SLOT TEMPORARILY STAKE MAT UNDER MODERATE TENSION STEP 3: BACKFILL TERMINAL SLOT SLOPE FLOW SLOP E PARALLEL OVERLAPS - SAME MAT 12" NOTES 1.INSTALLATION OF EROSION CONTROL MAT/BLANKETS SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS. 2.TEMPORARY EROSION CONTROL BLANKET USE ONE 9" BIO-STAKE OR SOD PIN (SEE DETAIL). 3.PERMANENT EROSION CONTROL BLANKETS USE 12" SOD PIN (SEE DETAIL) SCALE: 4 EC-06 EROSION CONTROL MAT NTS RIP RAP N NOT FOR CONSTRUCTION PRE-DEVELOPMENT DA MAPSW-01 7/20212020-023 1"=40'40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\SW-01 PRE-DEVELOPMENT DA MAP.DWGPLOTTED: 7/29/2021 1:43 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION 1.PLANIMETRICS & TOPOGRAPHY SHOWN PER ACTUAL FIELD SURVEY. 2.SOILS ARE OF HYDROLOGIC GROUP "B" SOILS. SOILS INFORMATION SHOWN PER WEB SOIL SURVEY. SEE CALCULATIONS. 3.DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST DEVELOPMENT. GENERAL NOTES:NEILLS CREEK RD.NC 2 1 0 DRAINAGE AREA #2 AREA = 3.45 ac CN = 61 Tc = xxx min. TIME OF CONCENTRATION LINE, Tc POINT OF ANALYSIS AT PROPERTY LINE TIME OF CONCENTRATION LINE, Tc DRAINAGE AREA #1 AREA = 2.46 ac CN = 62 Tc = xx.0 min. POINT OF ANALYSIS AT PROPERTY LINE DRAINAGE AREA #3 AREA = 2.32 ac CN = 61 Tc = xxx min. TIME OF CONCENTRATION LINE, Tc POINT OF ANALYSIS AT PROPERTY LINE RIP RAP FUTURE BUILDING #3 SELF-STORAGE 17,000 SF FUTURE BUILDING #2 SELF-STORAGE 17,000 SF CURRENT BUILDING #1 SELF-STORAGE 17,000 SF W W W W W W W W W W W W W W W W295295 295 295 300300 295295295 295 295 296 297296 294 293292 294 293 297 292 292 293294 296297 298 297296 294 293292 295 298 298298298 294296297 298299 298 297 296 301 302 303 304 302303304299298297298 298298 298 298 298294293296297291292293294 296 297 297296 294 293 29 2 291 2942962 9 7 293NOT FOR CONSTRUCTION POST-DEVELOPMENT DA MAPSW-02 7/20212020-023 1"=40'40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-023 BRAXTON JONES - 5556 NC 210 - ANGIER\PLANS\SITE PLAN\SHEET FILES\SW-02 POST-DEVELOPMENT DA MAP.DWGPLOTTED: 7/29/2021 1:43 PM24 x 36LAKESIDE SELF-STORAGE - HARNETT COUNTYSEAL PRELIMINARY DO NOT USE FOR CONSTRUCTION NNEILLS CREEK RD.NC 2 1 0 DRAINAGE AREA #4 BYPASS AREA = 0.70 ac CN = 61 Tc = 5 min. POINT OF ANALYSIS AT PROPERTY LINE POINT OF ANALYSIS AT SCM DRAINAGE AREA #5 TO SCM #1 AREA = 3.12 ac CN = 73 Tc = 5 min. DRAINAGE AREA #7 BYPASS AREA = 1.70 ac CN = 66 Tc = 5 min. DRAINAGE AREA #8 BYPASS AREA = 0.73 ac CN = 61 Tc = 5 min. DRAINAGE AREA #6 TO SCM #2 AREA = 1.98 ac CN = 91 Tc = 5 min. POINT OF ANALYSIS AT PROPERTY LINEPOINT OF ANALYSIS AT PROPERTY LINE 1.PLANIMETRICS & TOPOGRAPHY SHOWN PER ACTUAL FIELD SURVEY. 2.SOILS ARE OF HYDROLOGIC GROUP "B" SOILS. SOILS INFORMATION SHOWN PER WEB SOIL SURVEY. SEE CALCULATIONS. 3.DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST DEVELOPMENT. GENERAL NOTES: POINT OF ANALYSIS AT SCM SCALE: 1 SW-02 SCM RUNOFF SUMMARY N.T.S