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Home My WebLink About20081187 Ver 2_D-1205 - United Storage Grantham_20200507PROPOSED NON-CC BLDGAREA = 4,350 SF±XXXX US Highway 70 East 260' Right of Way 4 Lane Paved Highway XXXXXXX X X X XXPROPOSED SELF STORAGE BUILDING AREA = 23,400 SF± EXISTING BUILDING 12,608 SF± EXISTING B U I L D I N G 18,005 SF±EXISTING BUILDING11,277 SF±EXISTING BUILDING11,335 SF±XXXXXXXXXXXXXXXEXISTING BUILDING32,450 SF±XXMaxwell, William A. & Anna Marie Deed Book 1629 Page 0684 RES - MFG HOME AS REAL PROP Midgette, Mattie Ann Deed Book 1882 Page 0126 VACANT-TRACT SUITABLE COMM DEV Midgette, Mattie Ann Lots 18&19&20 Deed Book 1882 Page 0126 VACANT-TRACT SUITABLE COMM DEV WILLIAMS PROPERTIES LLC-JK MT PLEASANT Deed Book 1890 Page 0864 COMM - STG UNITS/MINI & MAXI Champion Modular Inc Lot 125 The Timbers SCT 2 Deed Book 3472 Page 0807 COMM GENERAL COMMERCIAL USE Montanye, Amber Teresa Deed Book 3581 Page 1859 RESIDENTIAL - ONE FAMILY UNIT TRB Rentals LLC Deed Book 2780 Page 0848 RESIDENTIAL - ONE FAMILY UNIT Stevens, Daniel D D.B. 2819 Pg 0813 RESIDENTIAL ONE FAMILY UNIT TRB Rentals LLC D.B. 2780 Pg 0848 RESIDENTIAL ONE FAMILY UNIT Bradley Justin T & Erin R D.B. 2666 Pg 0665 RESIDENTIAL ONE FAMILY UNIT PROPOSED STORMWATER POND EX. TOB DITCHEX. TOBEX. TOB DITCH EX. TOE DITCH EX. TOE DITCHEX. TOB DITCHEX. TOB DITCH EX. TOB DITCH X X X DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-CO A DOT-COA DOT-COA DOT-COA DOT PROPOSED DRAINAGE AN D UTILITY EASEMENT (WIDTH VA R I E S ) FUTURE ROW FUTURE R O W Future Access Road (32' B-B - ROW VARIES) DOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VARIES) Control Corner Point "A1" NC Grid Coordinates N= 476,276.72 E = 2,595,827.33 PROPOSED SELF STORAGE BUILDING AREA = 24,000 SF± EXIST. 6' CHAINLINK FENCE EXIST. SIGN EX. TOE DITCH EX. CENTERLINE DITCH EX. T O E DIT C H XX RCD EXISTING BILLBOARD Owner/Registration No. LAMAR / 7050 LPELEC JB GATE GATE MOTOR BOLLARD BOLLARDCAMERA KEYPAD SIGN ELEC BOX FLAGPOLE EX. DITCH CL PP SEC LIGHT SEC LIGHT LINE BEARING DISTANCE L1 S 54°09'29" W 348.89' L2 S 27°28'40" E 42.26' L3 N 27°52'34" W87.64' L4 S 53°43'17" W 835.17' L5 S 53°44'53" W 469.75' L6 N 32°17'22" W155.48' L7 N 56°12'02" E 602.86' L8 N 56°10'41" E 557.99' L9 S 26°57'37" E 65.22' L10 N 26°53'37" W125.28' L11 N 58°07'03" E 48.51' L12 N 26°32'58" W303.63' L13 N 59°50'20" E 449.72' L14 S 26°18'15" E 300.37' L15 S 27°17'05" E 160.05' L16 S 26°42'17" E 181.13' L17 S 26°37'30" E 40.09' Metes and Bounds Table XXXUS Highway 70 East 260' Right of Way 4 Lane Paved HighwayDeed Book 2417 Page 130XXXXXXXX X X X XEXISTING BUILDING 12,608 SF± EXISTING BUILDING 18,005 SF±EXISTING BUILDING11,277 SF±EXISTING BUILDING11,335 SF±XXXXXXXXXXXXXXXXXXXXXXXXXX XXXEXISTING BUILDING 11,185 SF±EXISTING BUILDING32,450 SF±L1L2 L3L4L5L6 L7L8L9 L10 L11L12 L13Oakley DrivePID: 7-029 Midgette, Mattie Ann Deed Book 1882 Page 0126 VACANT-TRACT SUITABLE COMM DEV PID: 7-029 Midgette, Mattie Ann Lots 18&19&20 MT PLSNT Deed Book 1882 Page 0126 VACANT-TRACT SUITABLE COMM DEV Champion Modular Inc Lot 125 The Timbers SCT 2 Deed Book 3472 Page 0807 COMM - GENERAL COMMERCIAL USE EX. TOB DITCHEX. TOBEX. TOB DITCH EX. TOE DITCH EX. TOE DITCHEX. TOB DITCHEX. TOB DITCH EX. TOB DITCH EXISTING CONCRETE PAVING EXISTING PAVING EXISTING PAVING EXISTING CONCRETE PAVING (Now or Formerly) William A. Maxwell Deed Book 1629 Page 684 DOT-COA DOT-COA DOT-COA DOT-COA DOT-C O A DOT-COA DOT-COA DOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VAR I E S ) FUTURE ROW FUTURE R O W Future Access Road (32' B-B - ROW VARIES) DOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VARIES) Control Corner Point "A1" NC Grid Coordinates N= 476,276.72 E = 2,595,827.33 EXIST. 6' CHAINLINK FENCE EXIST. SIGN EX. TOE DITCH EX. CENTERLINE DITCH EX. T O E DITC H RCD Phase V CreekWood Subdivision Plat Cabinet G, Slide 169 A&B Phase IV CreekWood Subdivision Plat Cabinet G, Slide 169 A&B (Now or Formerly) Herbert E. Rawls Deed Book 2101 Page 468 EX. 48" RCP Inv.= 6.82' Treeline Treeline Phase IV CreekWood Subdivision Plat Cabinet G, Slide 169 A&B Phase IV CreekWood Subdivision Plat Cabinet G, Slide 169 A&B Phase III CreekWood Subdivision Plat Cabinet G, Slide 169 A&B EXISTING BILLBOARD Owner/Registration No. LAMAR / 7050 WM EX. ELEC BOX 1" EIP L17 L16 L15 L14 PP LPELEC JB GATE GATE MOTOR BOLLARD BOLLARDCAMERA KEYPAD SIGN ELEC BOX FLAGPOLE EX. DITCH CL PP SEC LIGHT SEC LIGHT XXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXEXISTING BU I L D I N G 11,185 SF±SFSFSFSFSFSFSFSFSFSFSFSFSFL4L5L6 L7L8Duncan, Sabine Michaela Lot 53 Creekwood Subd PH III Deed Book 3339 Page 0699 RESIDENTIAL - ONE FAMILY UNIT Simpson, Raymond D & Rhiannon P Lot 52 Creekwood Subd PH III Deed Book 2232 Page 0767 RESIDENTIAL - ONE FAMILY UNIT Merkt, Isa Eric Cox Lot 51 Creekwood Subd PH III Deed Book 3505 Page 1888 RESIDENTIAL - ONE FAMILY UNIT Buck, Rhonda H & Morgan, Alvin C Lot 46 Creekwood Subd PH IV Deed Book 2340 Page 0212 RESIDENTIAL - ONE FAMILY UNIT TRB RENTALS LLC Lot 45 Creekwood Subd PH IV Deed Book 2780 Page 0848 RESIDENTIAL - ONE FAMILY UNIT Houde, Matthew A & Heather A Lot 44 Creekwood Subd PH IV Deed Book 2652 Page 0026 RESIDENTIAL - ONE FAMILY UNIT Fitts, Nathan T & Katelyn Lot 43 Creekwood Subd PH IV Deed Book 3544 Page 0680 RESIDENTIAL - ONE FAMILY UNIT TRB RENTALS LLC Lot 42 CREEKWOOD SUBD PH IV Deed Book 2780 Page 0848 RESIDENTIAL - ONE FAMILY UNIT Johnson, Lonzo L Jr Lot 41 Creekwood Subd PH IV Deed Book 3017 Page 0433 RESIDENTIAL - ONE FAMILY UNIT TRB Rentals LLC Lot 40 Creekwood Subd PH IV Deed Book 3266 Page 0834 RESIDENTIAL - ONE FAMILY UNIT O O O TRB Rentals LLC Lot 50 Creekwood Subd PH III Deed Book 2780 Page 0848 RESIDENTIAL - ONE FAMILY UNIT Naber, Shane W & Shannon E Lot 49 Creekwood Subd PH IV Deed Book 3539 Page 0933 RESIDENTIAL - ONE FAMILY UNIT Luja, Luis G Lot 48 Creekwood Subd PH IV Deed Book 3393 Page 0028 RESIDENTIAL - ONE FAMILY UNIT Richardson, Eddie l & Paulette E Lot 47 Creekwood Subd PH IV Deed Book 3048 Page 0317 RESIDENTIAL - ONE FAMILY UNITTDDTDDTDDTDDTDDTDD SFSFSFSFNA D 8 3 / 2 0 1 1 N C G r i d " V R S " NA D 8 3 / 2 0 1 1 N C G r i d " V R S " S W LEGEND EXISTING PROPOSED LOD SF CON GAS UGE F PG 22.00 TA 22.00 TC 22.00 CO S W RCP WV WM OHE T XX 70 Site Data Owner / Developer SHEET INDEX JK WILLIAMS PROPERTIES LLC 3313 US HIGHWAY 70 E NEW BERN, NC 28560 PHONE: (704) 621-6430 Sheet No. C-1.0 Cover & Overall Site Plan Sheet No. C-2.0 Demolition & Erosion Control (Ph I) Sheet No. C-2.1 Demolition & Erosion Control (Ph II) Sheet No. C-2.2 Erosion Control Notes Sheet No. C-3.0 Site Plan (Ph I) Sheet No. C-3.1 Site Plan (PH II) Sheet No. C-4.0 Utility Plan Sheet No. C-5.0 Grading Plan (PH I) Sheet No. C-5.1 Grading Plan (PH II) Sheet No. C-6.0-C-6.4 Details Survey 1 Sheet (Sorrell Land Surveying Inc.)Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-1199CLIENT LOGO ? ? ?1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUNITED SELF STORAGEGRANTHAM CENTERJK WILLIAMSPROPERTIES LLC5/4/2020SITE PLANC-1.0 Survey Note: BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY HUGH A. SORRELL AS SHOWN ON DRAWING ENTITLED "A BOUNDARY AND TOPO SURVEY FOR JK WILLIAMS PROPERTIES, LLC." DATED MARCH 2, 2020 ATTACHED TO THIS DRAWING SET FOR REFERENCE. Know what's below. before you dig.Call R 1-800-632-4949 UNITED SELF STORAGE GRANTHAM CENTER 0 60'30'60' 1 inch = ft60SCALE SEE INSET A INSET A - Site Layout Plan PH I SCALE: 1" = 60' TOTAL ACREAGE IN SITE: 10.748± AC. TAX MAP NUMBER:7-030 TAX PARCEL NUMBER:-003-A PARCEL REFERENCE NUMBER:17452 CURRENT ZONING: (GENERAL COMMERCIAL ) (REZONING/RECOMBINATION) GROSS FLOOR AREA EXISTING: 96,860 SF GROSS FLOOR AREA PROPOSED:51,750 SF BUILDING LOT COVERAGE:20.7% EXIST. BUILDING COVERAGE PROPOSED:11.05% BUILDING LOT COVERAGE TOTAL:31.75% BUILDING HEIGHT IN FT. & STORIES:24' (1 STORY) TOTAL NO. OF PROPOSED PARKING SPACES:20 SPACES (INCL. 2 HC) TOTAL SQ. FEET OF EXIST. IMPERVIOUS AREA:188,712 SF TOTAL SQ. FEET OF PROP. IMPERVIOUS AREA:88,603 SF IMPERVIOUS AREA FOR PARKING:38,635 SF DISTURBED ACREAGE:4.81 AC. REFERENCES:Deed Book 3599 Page 451, Deed Book 3598 Page 1120 Deed Book 1890 Page 864 Deed Book 1640 Page 989 Deed Book 2773 Page 31 Deed Book 2417 Page 130, ADDRESS:3820 US HWY 70 EAST NEW BERN NC 28560 0 100'50'100' 1 inch = ft100SCALE INSET B - Site Layout Plan PH II Overall Existing Site Plan SCALE: 1" = 100' SEE INSET B GRANDFATHERED STORMWATER AREA EXISTING STORMWATER PERMIT NO. SW7070604 MODIFICATION SUBJECT TO 2008 RULES 0 60'30'60' 1 inch = ft60SCALE SEE INSET B SEE INSET A EXISTING STORMWATER PERMIT NO. SW7070604 MODIFICATION SUBJECT TO 2008 RULES Vicinity Map US Hi g h w a y 7 0 E a stAu d r e y L a n e Oa k l e y D r i v e SR 1 1 1 6 SR 1 1 1 3 Job Site THURM AN RO AD SITE SCALE = NTS SEE INSET B NEW STORMWATER MANAGEMENT AREA US Highway 70 East 260' Right of Way 4 Lane Paved Highway XXXXXXXXXXX X X XXXX XXXXXXXXXXX X X X X X X X X X DEMO/REMOVE (TYPICAL) PROTECT EXISTING UTILITY(S) (TYPICAL) EXISTING DITCH TO BE MUCKED OUT AND BACKFILLED WITH OFF-SITE SELECT BORROW MATERIAL PLACED IN 8" LIFTS AND COMPACTED TO 95% STANDARD PROCTOR DEMO/REMOVE (TYPICAL) DEMO/REMOVE (TYPICAL) DEMO/REMOVE GRAVEL (TYPICAL) 12,608 SF±EXISTING BUILDING11,277 SF±EXISTING BUILDING11,335 SF±DEMO/REMOVE FENCE (TYPICAL) DEMO/REMOVE POST BOLLARDS SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SFTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDSAWCUT EXISTING CONCRETE AND REMOVE SFSFSFSFSFSFSFSFSFSFSFSF DEMO/REMOVE FENCE (TYPICAL) LIMITS OF DISTURBANCE (3.39 ACRES) SAWCUT EXISTING ASPHALT AND REMOVE CONCRETE WASHOUT XXXCLEARING AND GRUBBING AREA W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EX. 12" WATER PER CC RECORD FIELD SURVEYED EX. 6" WATERLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSSB-2 CLEARING AND GRUBBING LIMITS24 REMOVE TREES EX. 6" WATER (CC RCRD) Maxwell, William A. & Anna Marie Deed Book 1629 Page 0684 RES - MFG HOME AS REAL PROP Midgette, Mattie Ann Deed Book 1882 Page 0126 VACANT-TRACT SUITABLE COMM DEV Midgette, Mattie Ann Lots 18&19&20 Deed Book 1882 Page 0126 VACANT-TRACT SUITABLE COMM DEV WILLIAMS PROPERTIES LLC-JK MT PLEASANT Deed Book 1890 Page 0864 COMM - STG UNITS/MINI & MAXI EX. TOB DITCHEX. TOBEX. TOB DITCH EX. TOE DITCH EX. TOE DITCHEX. TOB DITCHEX.15"RCP EX. TOB DITCHEX. TOB DITCH DEMO/REMOVE DEMO/REMOVE O O O O O O O O O O O O BAFFLE TYPICAL SKIMMER BASIN OUTLET STRUCTURE EX. 6" WATER MAIN PER CC RECORD EX. 12" WATER PER CC RECORD INLET PROTECTION (TYPICAL) SEE SHEET 5.2 FOR RIP RAP OUTLET PROTECTION SEE SHEET 5.2 FOR RIP RAP OUTLET PROTECTION INLET PROTECTION (TYPICAL) DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VARIE S ) FUTURE ROW Future Access Road (32' B-B - ROW VARIES) DOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VARIES) Control Corner Point "A1" NC Grid Coordinates N= 476,276.72 E = 2,595,827.33 EXIST. 6' CHAINLINK FENCE EX. TOE DITCH EX. CENTERLINE DITCHEX. TOE DIT C H LIMITS OF DISTURBANCE (3.39 ACRES) RCDSFSFSF18 AATFI AATFI PP TEMPORARY GRAVEL CONSTRUCTION ENTRANCE S W LEGEND EXISTING PROPOSED LOD SF CON GAS UGE F PG 22.00 TA 22.00 TC 22.00 TDD RCD CO S W RCP WV WM OHE T XX 70 NA D 8 3 / 2 0 1 1 N C G r i d " V R S " Erosion Control Provisions 1.NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2.SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS AND SLOPES STEEPER THAN 3:1. ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS. 3.CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5,000.00 PER DAY OF VIOLATION. 4.THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. 5.EROSION CONTROL MEASURES SHALL BE MAINTAINED AND INSPECTED AS PER THE DETAIL SHEETS SHOWN. 6.PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN THE NEUSE AND TAR/PAMLICO RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER QUALITY (DWQ). DIRECT ANY QUESTIONS ABOUT THE APPLICABILITY OF THESE RULES TO YOUR PROJECT TO THE REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON REGIONAL OFFICE AT (252) 946-6481. 7.ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATION AND RULES. IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE CITY DOES NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL. 8.INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH BASINS, DROP INLETS, AND YARD INLETS. 9.PROVIDE 20' X 50' X 6" STONE CONSTRUCTION ENTRANCES AS SHOWN ON PLAN. 1.CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER (NC 811) BY DIALING 811 OR 1-800-632-4949 AT LEAST 72 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. 2.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. 3.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. 4.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 5.ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 6.THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES. 7.ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. 8.CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. 9.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES. 10.CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS, AND AS REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS, ETC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT, AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. 11.CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES. 12.CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. 13.TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. Demolition Notes: Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-1199CLIENT LOGO ? ? ?1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUNITED SELF STORAGEGRANTHAM CENTERJK WILLIAMSPROPERTIES LLC5/4/2020 0 30'15'30' 1 inch = ft30SCALE DEMOLITION & EROSION CONTROL PLAN - PH IC-2.0 Know what's below. before you dig.Call R 1-800-632-4949 THE PROJECT CONSISTS OF CONSTRUCTING A COMMERCIAL BUILDING WITH RETAIL, OFFICE, AND WAREHOUSE SPACE, ASSOCIATED PARKING LOT, STORM DRAINAGE AND UTILITY SERVICES. 1.CONSTRUCTION AND IMPLEMENTATION OF APPROPRIATE SEDIMENTATION AND EROSION CONTROL MEASURES.1 WEEK 2.BUILDING PAD INSTALLATION 2 WEEKs 3.ROUGH GRADING SITE 2 WEEKS 4.PLACEMENT OF STONE BASE 2 WEEKS 5.BUILDING CONSTRUCTION 4 MONTHS 6.FINE GRADING PARKING LOT 2 WEEKS 7.PLACEMENT OF CONCRETE & ASPHALT / STRIPING 2 WEEKS 8.LANDSCAPING, SEEDING & MULCHING 1 WEEK SEVERAL OF THE ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY. AN ANTICIPATED TIME SCHEDULE OF 6 MONTHS IS EXPECTED FOR THIS PROJECT. Construction Sequence: X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X XXEX. 24" RCP EX. 24" RCP EX. 24" RCP EX. JB EX. JB LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLIMITS OF DISTURBANCE (1.69 ACRES) CLEARING AND GRUBBING LIMITS REMOVE EXISTING FENCE REMOVE EXISTING PIPE SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFCLEARING AND GRUBBING AREA CLEARING AND GRUBBING LIMITS SSB-1 BAFFLE TYPICAL SKIMMER BASIN OUTLET STRUCTURE OOOOOOOOOT D D TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD SF SF SF SF SF SFSFSFSFTEMPORARY GRAVEL CONSTRUCTION ENTRANCE 24" TEMPORARY PIPE IN TEMPORARY DIVERSION DITCH S W LEGEND EXISTING PROPOSED LOD SF CON GAS UGE F PG 22.00 TA 22.00 TC 22.00 TDD RCD CO S W RCP WV WM OHE T XX 70NAD 83 / 2011 NC Grid "VRS"Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-1199CLIENT LOGO ? ? ?1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUNITED SELF STORAGEGRANTHAM CENTERJK WILLIAMSPROPERTIES LLC5/4/2020 0 30'15'30' 1 inch = ft30SCALE C-2.1 Know what's below. before you dig.Call R 1-800-632-4949 DEMOLITION & EROSION CONTROL PLAN - PH II NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. A A BELOW GRADE WASHOUT STRUCTURE 1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING 3'-0"MIN.& X'MAX.SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PLAN SECTION B-B HIGH COHESIVE & LOW FILTRATION SOIL BERM 8"6" 2' HIGH COHESIVE & LOW FILTRATION SOIL BERM1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING B B 3'-0"MIN.& X'MAX.A SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER CONCRETE WASHOUT CONCRETE WASHOUT PLAN CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) SILT FENCE 10'MIN10' MIN SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This general permit as well as the certificate of coverage, after it is received. (b)Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. (c)All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that must be reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (a)Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b)Anticipated bypasses and unanticipated bypasses. (c)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300.Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-1199CLIENT LOGO ? ? ?1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUNITED SELF STORAGEGRANTHAM CENTERJK WILLIAMSPROPERTIES LLC5/4/2020EROSION CONTROL NOTESC-2.2 XXXXXXXXXXXXXXXXXXXXXXXX X X US Highway 70 East 260' Right of Way 4 Lane Paved Highway XXXXXXXXXXXXXX X X X X X X X X X XXXXRAMP5'8'OFFICE EXISTING BUILDING 12,608 SF± EXISTING B U I L D I N G 18,005 SF±EXISTING BUILDING11,277 SF±EXISTING BUILDING11,335 SF±PROPOSED SELF STORAGE BUILDING AREA = 24,000 SF PROPOSED SELF STORAGE BUILDING AREA = 23,400 SF± LIMITS OF DISTURBANCE (3.39 ACRES)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEXISTING BUILDING32,450 SF±XXLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD XXXXX47.45' 12'44'120'±40'45'45'36'12'11'10'(TYP)12'20'36'20'10'30'30' 200'±24" RCP Inv. = 17.14'L1L2 L3 L9 L10 L11L12 L13Maxwell, William A. & Anna Marie Deed Book 1629 Page 0684 RES - MFG HOME AS REAL PROP Midgette, Mattie Ann Deed Book 1882 Page 0126 VACANT-TRACT SUITABLE COMM DEV Midgette, Mattie Ann Lots 18&19&20 Deed Book 1882 Page 0126 VACANT-TRACT SUITABLE COMM DEV WILLIAMS PROPERTIES LLC-JK MT PLEASANT Deed Book 1890 Page 0864 COMM - STG UNITS/MINI & MAXI Champion Modular Inc Lot 125 The Timbers SCT 2 Deed Book 3472 Page 0807 COMM GENERAL COMMERCIAL USE Davis, Adrah Deed Book 3595 Page 0788 RESIDENTIAL - ONE FAMILY UNIT Welch, Corey & Morgan Daigle Deed Book 3376 Page 0100 RESIDENTIAL - ONE FAMILY UNIT Montanye, Amber Teresa Deed Book 3581 Page 1859 RESIDENTIAL - ONE FAMILY UNIT TRB Rentals LLC Deed Book 2780 Page 0848 RESIDENTIAL - ONE FAMILY UNIT Stevens, Daniel D D.B. 2819 Pg 0813 RESIDENTIAL ONE FAMILY UNIT TRB Rentals LLC D.B. 2780 Pg 0848 RESIDENTIAL ONE FAMILY UNIT Bradley Justin T & Erin R D.B. 2666 Pg 0665 RESIDENTIAL ONE FAMILY UNIT EX. TOB DITCHEX. TOBEX. TOB DITCH EX. TOE DITCH EX. TOE DITCHEX. TOB DITCHEX.15"RCP EX. TOB DITCHEX. TOB DITCH STORMWATER MANAGEMENT AREA (SEE DETAIL SHEET 5.2) CONCRETE PAVING (TYPICAL) CONCRETE PAVING (TYPICAL) APPROXIMATE LOCATION OF NCDOT CONSTRUCTION EASEMENT(S) WETLAND (4,500 SF) 6' CHAINLINK FENCE FUTURE CONNECTION TO SERVICE ROAD BY NCDOT AS PART OF HWY 70 PROJECT # U-5713/R-5777 WHEELSTOP (TYPICAL) VAN ACCESSIBLE H/C SIGN TRUNCATED DOMES (TYPICAL) H/C SIGN TEMPORARY OFFICE MOBILE UNIT 6' CHAINLINK FENCE THICKENED EDGE CONCRETE WALK FORMER COMMON PROPERTY LINE DENOTES LIMITS OF EXISTING STORMWATER AREA ONLY CONCRETE PAVING (TYPICAL) FUTURE ACCESS GATEX X X X X X XPROPOSED SELF STORAGE BUILDINGAREA = 4,500 SF±130'±180'±145'±30'±40'40'40.58'42' 51.59' 10' 6.5'12'EXIST. CONCRETE EXIST. ASPHALT EXIST. ASPHALT DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-C O A DOT-COA DOT-COA DOT-COA DOT-COA DOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VARI E S ) FUTURE ROW FUTURE R O W Future Access Road (32' B-B - ROW VARIES) DOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VARIES) Control Corner Point "A1" NC Grid Coordinates N= 476,276.72 E = 2,595,827.33 EXIST. 6' CHAINLINK FENCE EXIST. SIGN EX. TOE DITCH EX. CENTERLINE DITCHEX. TOE DITCH 35'76.08'35.42'40.49'23.31'53.16'X XXX R 3 0 ' LIMITS OF DISTURBANCE (3.39 ACRES) RCD EXISTING BILLBOARD Owner/Registration No. LAMAR / 7050 L17 L16 L15 L14 LPELEC JB GATE GATE MOTOR BOLLARD BOLLARDCAMERA KEYPAD SIGN ELEC BOX FLAGPOLE EX. DITCH CL PP SEC LIGHT SEC LIGHT S W LEGEND EXISTING PROPOSED LOD SF CON GAS UGE F PG 22.00 TA 22.00 TC 22.00 CO S W RCP WV WM OHE T XX 70 NA D 8 3 / 2 0 1 1 N C G r i d " V R S " 0 30'15'30' 1 inch = ft30SCALE General Notes: Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-1199CLIENT LOGO ? ? ?1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUNITED SELF STORAGEGRANTHAM CENTERJK WILLIAMSPROPERTIES LLC5/4/2020SITE PLAN - PH IC-3.0Know what's below. before you dig.Call R 1-800-632-4949 GRANDFATHERED STORMWATER AREA TO COMMON PROPERTY LINE EXISTING STORMWATER MODIFICATION SUBJECT TO 2008 RULES SCALE = NTS 1.NCDOT DRIVEWAY PERMIT IS REQUIRED. 2.CONTACT NORTH CAROLINA ONE-CALL CENTER, INC. (NC ONE-CALL) AT 811 TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. 2.ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO CRAVEN COUNTY ZONING ORDINANCES, THE CITY OF NEW BERN MANUAL OF STANDARD DESIGNS AND DETAILS (MSDD), AND THE CITY OF NEW BERN UTILITIES MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER SYSTEM EXTENSIONS. 3.CONTRACTOR SHALL NOTIFY PUBLIC WORKS, STREET MAINTENANCE DIVISION 48 HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR RIGHT-OF-WAY. 4.PORTIONS OF THIS PROPERTY ARE LOCATED IN A FLOOD ZONE X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN), AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP NUMBER 3720549700J EFFECTIVE DATE JULY 2, 2004. 5.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND MAY NOT INCLUDE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE WORK FOR THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 6.ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED UNDERGROUND. 7.PAVEMENT SECTIONS ARE AS INDICATED ON PLAN SHEET C-6.1. 8.PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING. 9.PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN. 10.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 11.REFER TO M.E.P. PLANS FOR COORDINATION OF BUILDING UTILITY SERVICES. 12.CONTRACTOR SHALL STOCKPILE TOPSOIL FOR USE IN LANDSCAPE AREAS. 13.THIS PROJECT DISTURBS MORE THAN 1 2 ACRE FOR PURPOSES OF SELF STORAGE DEVELOPMENT. NCDEQ STORMWATER AND EROSION & SEDIMENTATION CONTROL PLAN APPROVALS ARE REQUIRED. 14.THIS PROJECT REQUIRES A CITY OF NEW BERN STORMWATER MANAGEMENT PERMIT. 15.ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 16.A REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICE IS REQUIRED ON THE DOMESTIC WATER SERVICE. 17.SITE SHALL MEET ALL RELATED ACCESSIBILITY CODE REQUIREMENTS. 16.UNDERGROUND UTILITIES PLOTTED IN PART FROM ACTUAL FIELD LOCATION OF ABOVE GROUND FEATURES AND IN PART FROM MAPS ON RECORD. ACTUAL LOCATIONS MAY VARY. SURVEYOR AND ENGINEER CANNOT PROVIDE ACCURACY OF INFORMATION TAKEN FROM RECORD DATA. OTHER UTILITIES MAY EXIST. CONTRACTOR SHOULD CONTACT NORTH CAROLINA ONE-CALL CENTER (NC ONE-CALL) AT 1-800-632-4949 TO HAVE UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. 17.THE ENGINEER MAKES NO GUARANTEE THAT THE UTILITIES SHOWN ARE COMPRISED OF ALL SUCH UTILITIES IN THE AREA OF SURVEY EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE ENGINEER DOES HEREBY CERTIFY THAT ALL UTILITIES ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE ENGINEER HAS NOT PHYSICALLY UNCOVERED AND LOCATED ANY UNDERGROUND UTILITIES. 18.REFER TO LANDSCAPE PLAN FOR REQUIRED PLANTINGS. 19.SIGN AND BUILDING PERMITS ARE REQUIRED FOR ALL EXTERIOR SIGNS. 20.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL THE FOLLOWING HAS BEEN SUBMITTED TO THE CITY OF NEW BERN INSPECTIONS DEPARTMENT (IF APPLICABLE): THIRD PARTY INDEPENDENT TESTING AGENCY CERTIFICATION AND REPORTS, I.E. CONCRETE BREAKS, COMPACTION TEST, BOLT TORQUE INSPECTION, WELDING CERTIFICATION. 21.PRIOR TO THE CERTIFICATE OF OCCUPANCY BEING ISSUED CONTACT APRIL BAILEY @ 252-672-4106 IN REFERENCE TO THE BEAR STICKER PROGRAM. 22.THIS PROJECT LIES WITHIN THE LIMITS OF NCDOT PROJECT # U-5713/R-5777 A&B (HWY 70 IMPROVEMENTS). FUTURE NCDOT ROW, EASEMENTS, UTILITIES AND OTHER ROADWAY IMPROVEMENTS SHOWN ON THESE DOCUMENTS WERE TAKEN FROM PRELIMINARY PLANS BY BALFOUR BEATTY, REFERENCE LOCATION -Y21- (THURMAN RD.) -L- AND ARE SUBJECT TO CHANGE. X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X XX113'±R 2 5 ' LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLIMITS OF DISTURBANCE (1.69 ACRES)19.66'18.69'19.86'374'±26'34.3'18.65'96.51'L5L6L7L8PROPOSED STORMWATER AND STREAM CROSSING SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED PERMIT DRAWINGS BY THOMAS ENGINEERING, P.A. ENTITLED "EROSION AND SEDIMENTATION CONTROL & STORMWATER MANAGEMENT PLAN FOR UNITED SELF STORAGE TOWNSHIP#7 - CRAVEN COUNTY NORTH CAROLINA" DATED 1/16/08 GRAVEL PARKING (TYPICAL)NAD 83 / 2011 NC Grid "VRS"0 30'15'30' 1 inch = ft30SCALE Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-1199CLIENT LOGO ? ? ?1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUNITED SELF STORAGEGRANTHAM CENTERJK WILLIAMSPROPERTIES LLC5/4/2020SITE PLAN - PH IIC-3.1 Know what's below. before you dig.Call R 1-800-632-4949 US Highway 70 East 260' Right of Way 4 Lane Paved Highway X X X X X X X X X X XXXXWWWWWWV1" DOMESTIC SERVICE (REFER TO PLUMBING PLANS)XXW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EX. 12" WATER PER CC RECORD FIELD SURVEYED EX. 6" WATER AATFIXXLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD24" RCP Inv. = 17.14'EX. 6" WATER (CC RCRD) EX. 12" WATER EX. TOB DITCH EX. TOE DITCH EX. TOE DITCHEX. TOB DITCHEX.15"RCP EX. TOB DITCHEX. TOB DITCH EXISTING PAVING X X X X X X COSTEP TANK 1" DOMESTIC WATER METER SET AT FUTURE DRAINAGE AND UTILITY EASEMENT LINE FORCE MAIN EX. 6" WATER MAIN PER CC RECORD EXTENT OF UTILITY SURVEY ABANDONED 6" WATER MAIN ACCORDING TO FIELD INSPECTION (AATFI) PER NCDOT UTILITY DRAWINGS 1" WATER TAP ASSUMED LOCATION - 3" SAN-SEW FORCE MAIN PER EXTENSION OF CITY OF NEW BERN GIS ASSUMED LOCATION - 3" SAN-SEW FORCE MAIN PER EXTENSION OF CITY OF NEW BERN GIS EXTENT OF RECORD 3" SAN-SEW FORCE MAIN PER CITY OF NEW BERN GIS EXTENT OF UTILITY SURVEY EX. 12" WATER PER CC RECORD DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-CO A DOT-COA DOT-COA DOT-COA DOT-COADOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VARIE S ) FUTURE R O W Future Access Road (32' B-B - ROW VARIES) DOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VARIES) EXIST. 6' CHAINLINK FENCE EXIST. SIGN EX. TOE DITCH EX. CENTERLINE DITCH X XXX RCD SANITARY SEWER SERVICE AATFI AATFI WM EXISTING BILLBOARD Owner/Registration No. LAMAR / 7050 WM EX. ELEC BOX 1" EIP PP LPELEC JB GATE GATE MOTOR BOLLARD BOLLARDCAMERA KEYPAD SIGN ELEC BOX FLAGPOLE EX. DITCH CL PP SEC LIGHT SEC LIGHT NA D 8 3 / 2 0 1 1 N C G r i d " V R S " 1.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS FOR THE RELOCATION / ABANDONMENT OF EXISTING UTILITIES AND INSTALLATION OF NEW UTILITY SERVICES AS WELL AS FEES ASSOCIATED WITH SUCH WORK. 2.COORDINATE WITH MEP PLANS FOR ELECTRICAL SERVICE INFORMATION. WATER: CRAVEN COUNTY Contact: Al Gerard Phone: (252) 745-5453 Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-1199CLIENT LOGO ? ? ?1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUNITED SELF STORAGEGRANTHAM CENTERJK WILLIAMSPROPERTIES LLC5/4/2020UTILITY PLANC-4.0 Utility Providers: Utility Notes: A. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, THE APPROPRIATE REVIEWING AGENCY MAY ALLOW DEVIATION ON A CASE BY CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH DEVIATION MAY ALLOW INSTALLATION OF THE SEWER CLOSER TO A WATER MAIN, PROVIDED THAT THE WATER MAIN IS IN A SEPERATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER. B. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH WATER MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING. C.A 24 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. CROSSINGS: A.SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 24 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS. B. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED: I. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING, OR II. EITHER THE WATER MAIN OR THE SEWER LINE MAYBE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE REGULATORY AGENCY OF USE IN WATER MAIN CONSTRUCTION. Utility Separation Requirements Know what's below. before you dig.Call R 1-800-632-4949 0 30'15'30' 1 inch = ft30SCALE SANITARY SEWER: CITY OF NEW BERN Contact: Jordan Hughes, PE Phone: (252) 639-7526 ELECTRIC UTILITIES: Duke Energy Progress Contact: Gary Fulcher Phone: (252) 636-6335 PUBLIC STREETS AND STORM DRAINAGE: NC DEPARTMENT OF TRANSPORTATION Contact: Mary Beth Houston Phone: (252) 514-4716 S.T.E.P. Tank Notes: 1.SEPTIC TANK AND EFFLUENT PUMP (S.T.E.P.) SYSTEM SHALL BE 2,000 GALLON PUMP TANK WITH DUPLEX MYERS P-102 PUMPS. 2.PUMPS AND TANK SHALL BE INSTALLED AND TESTED PER CITY STANDARDS. 3.PUMP TANK SHALL BE COATED WITH TNEMEC PERMOSHIELD SERIES 218/434/435 OR APPROVED EQUIVALENT AFTER INSTALLATION AND VACUUM TESTING HAS BEEN COMPLETED. 4.ELECTRICAL CONNECTION FROM THE TANK TO THE CONTROL PANEL SHALL UTILIZE A 2" PVC CONDUIT INSTALLED UNDERGROUND FROM THE TANK TO THE GROUND LEVEL. A 2" RIGID GALVANIZED CONDUIT SHALL BE INSTALLED FROM GROUND LEVEL TO THE WATERTIGHT HUB ON THE CONTROL PANEL. 5.COORDINATE INSTALLATION AND TESTING WITH THE CITY OF NEW BERN. SECTION "A" -"A" QUICK CONNECT EFFLUENT PUMP PVC CHECK VALVE PRECAST RISER 2" PVC DISCHARGE W/ PVC ADAPTER CAST IN PLACE4" TEE CAST IN PLACE 1-1/2" FLEXIBLE DISCHARGE HOSE PVC TRUE UNION BALL VALVE PUMP OFF PUMP ON H.W.L. 18" 3" 6" 4" PVC INLET WITH SLEEVE 18" MASTIC SEALANT NOT TO SCALE SEPTIC TANK EFFLUENT PUMP SYSTEM SECTION "B" -"B" 6" STONE BEDDING 12" 4" PVC TEE WATERTIGHT/LOCKABLE MANHOLE FRAM & COVER (TYP.) CONCRETE RING LAG ON 3" FLOAT SWITCHES 2" CONDUIT FOR POWER 20 1718192122 20 21 22 23 23 24 1513131416171819XXXXXXXXXX X X US Highway 70 East 260' Right of Way 4 Lane Paved Highway XXXXXXXXX X X X X 12,608 SF±EXISTING BUILDING11,277 SF±EXISTING BUILDING11,335 SF±SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF WWWWWWVSFSFSFSFSFSFSFSFSFSFSFSF LIMITS OF DISTURBANCE (3.39 ACRES) (SEE DETAIL SHEET C-5.2)XXXW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EX. 12" WATER PER CC RECORD FIELD SURVEYED EX. 6" WATER XXLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD XXXXX10 15 20 20 20 9 11121314 1617 17 17 18 18 18 19 19 19 21 22 23 24 19 20212223242525 242415" RCP @ 0.30%18" RCP @ 0.30%24" RCP @ 0.30%24" RCP @ 0.30%15" RCP @ 0.30%24" RCP @ 0.30%18" RCP @ 0.30% 18" RCP @ 0.30%12" PVC @ 1.00%12" PVC @ -1.00%24" RCP Inv. = 17.14'L1L2 L3 US Highway 70 East EX. 6" WATER (CC RCRD)EX. TOB DITCHEX. TOBEX. TOB DITCH EX. TOE DITCH EX. TOE DITCHEX. TOB DITCHEX.15"RCP EX. TOB DITCHEX. TOB DITCHXXXXX X X EX. 6" WATER MAIN PER CC RECORD EX. 12" WATER PER CC RECORD RIP-RAP OUTLET PROTECTION RIP-RAP OUTLET PROTECTION 2424DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COA DOT-COADOT-COADOT-COADOT-COADOT-COADOT-COADOT-COA DOT-COA DOT-COA DOT-COADOT-COADOT-COADOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VARIES ) FUTURE ROW Future Access Road (32' B-B - ROW VARIES) DOT PROPOSED DRAINAGE AND UTILITY EASEMENT (WIDTH VARIES) Control Corner Point "A1" NC Grid Coordinates N= 476,276.72 E = 2,595,827.33 EXIST. 6' CHAINLINK FENCE EXIST. SIGN EX. TOE DITCH EX. CENTERLINE DITCHEX. TOE DIT C H X XXXCB-3 RIM:24.13 INV. IN:20.03 INV. OUT:19.93 CB-4 RIM:24.13 INV. IN:19.69 INV. OUT:19.59 CB-7 RIM:24.28 INV. IN:18.72 INV. OUT:18.62 CB-9 RIM:23.98 INV. IN:19.42 INV. OUT:19.32 CB-8 RIM:23.66 INV. OUT:19.77 CB-6 RIM:24.28 INV. IN:19.02 INV. IN:18.98 INV. OUT:18.88 CB-2 RIM:23.87 INV. IN:20.42 INV. OUT:20.32 INV. OUT:20.42 OS-1 RIM:22.71 INV. OUT:20.00 CB-5 RIM:24.28 INV. IN:19.32 INV. OUT:19.22 LIMITS OF DISTURBANCE (3.39 ACRES) RCDSFSFSFTC 24.98 TC 24.78 TC 24.81 TC/HP 24.98 FFE=25.95 FFE=25.84 TC=24.59 (MATCH) TC=23.84 (MATCH)TC=23.69 (MATCH) TC/HP 24.88 TC/HP 24.78 TC/HP 24.98 TC=25.05 (MATCH) TC 24.98 TC/HP 24.98 TC/HP 24.98 TC/HP 24.72 TC=24.63 (MATCH) TC/HP 24.98 TC 24.73 TC 24.73 TC/HP 24.98 TC/HP 24.98 TC/HP 24.98 TC 24.79 TC 24.66 TC 24.37 TC 24.27 TC 24.27 TC 24.27 TC 24.55 TC 24.57 TC 24.89 TC 24.57 TC 24.89 TC 24.89 TC 24.72 TC 24.65 TC 24.33 TC 24.27 TC 23.56 TC 23.55 TC 23.55 TC 23.61 TC/HP 24.88 TC/HP 24.98 TC/HP 24.88 TC/HP 24.98 TC/HP 24.98 TC/HP 24.69 TC=24.50 (MATCH) TC=23.97 (MATCH) TC/HP 24.98 TC/HP 24.81 TC/HP 24.43 TC 23.33 TC/HP 24.98 CB-1 TOP=23.11 INV.=20.59 15" RCP @ -0.30%1812" PVC @ 1.00% 15" R C P @ 0. 3 1 % CB-15 RIM:23.62 INV. OUT:20.55 AATFI AATFI L17 L16 L15 L14 EX. DITCH CL PP FFE=25.90 NA D 8 3 / 2 0 1 1 N C G r i d " V R S " Grading Notes: 1.ALL AREAS WITHIN LIMITS OF DISTURBANCE SHALL BE CLEARED AND GRUBBED. 2.CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. 3.TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. 4.THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES. 5.ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 6.CONTRACTOR TO GRADE ALL AREAS WITHIN THE LIMITS OF DISTURBANCE FROM BUILDING TO PROPERTY LINES AND TO EDGE OF PAVEMENT ON STREET SIDES, INCLUDING ROW. 7.TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND REDISTRIBUTED OVER GRADED AREAS. PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES DURING CONSTRUCTION. 8.TILL SOIL TO A DEPTH OF 4" MINIMUM. 9.REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST DIRECTION. 10.GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING. 11.ALL GRADED AREAS TO RECEIVE SEED OR SOD, TOP SOIL, STRAW AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 12.INSTALL TEMPORARY TURF REINFORCEMENT MATTING ON ALL SLOPES STEEPER THAN 3:1. MATTING SHALL BE CONTECH LANDLOK C2 OR EQUAL. 13.REFER TO SHEET C-6.1 FOR DETAILS OF PAVEMENT IN PARKING AND DRIVE AREAS. 14.ALL SIDEWALKS SHALL BE CONSTRUCTED OF 4" THICK 3,500 PSI CONCRETE REINFORCED WITH 6x6 W1.4xW1.4 WELDED WIRE FABRIC. ALL SIDEWALKS SHALL HAVE TOOLED CONTROL JOINTS NOT EXCEEDING 5' SPACING IN ANY DIRECTION. 15.ALL BUILDING, SIDEWALK, AND PAVEMENT SUB-GRADES SHALL BE COMPACTED TO 100% OF ASTM D698 TO A DEPTH OF 24" AND TO 95% OF ASTM D698 BELOW 24" DEPTHS. ALL OTHER NON-STRUCTURAL AREAS SHALL BE COMPACTED TO 90% OF ASTM D698. 16.ALL BUILDING, SIDEWALK, AND PAVEMENT SUB-GRADE COMPACTIONS SHALL BE INTERMEDIATELY TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. ALL SUB-GRADES SHALL BE THOROUGHLY PROOF-ROLLED TO IDENTIFY SMALL LOCALIZED AREAS OF UNSUITABLE SOILS. ALL UNSUITABLE SOILS SHALL BE UNDERCUT, REPLACED WITH STRUCTURAL FILL, AND COMPACTED AS DESCRIBED ABOVE. SEED BED PREPARATION LIME - 2 TONS PER ACRE FERTILIZER (10-20-20)- 500 POUNDS PER ACRE SEEDING MIXTURE: (JANUARY 1 - MARCH 31) COMMON BERMUDA GRASS (UNHULLED)- 20 POUNDS PER ACRE RYE (GRAIN)- 25 POUNDS PER ACRE (APRIL 1 - JULY 31) COMMON BERMUDAGRASS (HULLED)- 15 POUNDS PER ACRE WEEPING LOVEGRASS - 5 POUNDS PER ACRE CENTIPEDE - 8 POUNDS PER ACRE (AUGUST 1 - DECEMBER 31) COMMON BERMUDA GRASS (UNHULLED) - 20 POUNDS PER CARE TALL FESCUE - 60 POUNDS PER ACRE RYE (GRAIN) - 25 POUNDS PER ACRE SEED BED PROTECTION: STRAW MULCH - 2 TONS PER ACRE (VISUAL) ASPHALT TACK - 0.03 GALLONS PER SQUARE YARD Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-1199CLIENT LOGO ? ? ?1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUNITED SELF STORAGEGRANTHAM CENTERJK WILLIAMSPROPERTIES LLC5/4/2020GRADING PLAN - PH IC-5.0 Permanent Seeding Schedule: Know what's below. before you dig.Call R 1-800-632-4949 0 30'15'30' 1 inch = ft30SCALE X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X XXEX. 24" RCP EX. 24" RCP EX. 24" RCP EX. JB EX. JB EX. PIPE TO BE REMOVED 96 L F 3 6 " R C P @ 0 . 3 3 %113'±R 2 5 ' LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLIMITS OF DISTURBANCE (1.69 ACRES) SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSSB-1 19.66'18.69'19.86'374'±26'34.3'18.65'96.51'L5L6L7L8OOOOOOOOOPROPOSED STORMWATER AND STREAM CROSSING SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED PERMIT DRAWINGS BY THOMAS ENGINEERING, P.A. ENTITLED "EROSION AND SEDIMENTATION CONTROL & STORMWATER MANAGEMENT PLAN FOR UNITED SELF STORAGE TOWNSHIP#7 - CRAVEN COUNTY NORTH CAROLINA" DATED 1/16/08 GRAVEL PARKING (TYPICAL) T D D TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD SF SF SF SF SF SFSFSFSFNAD 83 / 2011 NC Grid "VRS"Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-1199CLIENT LOGO ? ? ?1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUNITED SELF STORAGEGRANTHAM CENTERJK WILLIAMSPROPERTIES LLC5/4/2020GRADING PLAN - PH IIC-5.1 Know what's below. before you dig.Call R 1-800-632-4949 0 30'15'30' 1 inch = ft30SCALE 20 1718192122 20 21 22 23 23 24 1513131416171819XXXXXXXXXXXXXX X X X X SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF (SEE DETAIL SHEET C-5.2)LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLOD XXXXXXXX10 15 20 20 20 9 11 12 13 14 16 17 17 17 18 18 18 19 19 19 21 22 23 24 19 202424" RCP @ 0.30% RIP-RAP OUTLET PROTECTION RIP-RAP OUTLET PROTECTION OS-1 RIM:22.71 INV. OUT:20.00 SFSF18TOP=23.41 A PLAN VIEW 4'4'18" RCP 6" MIN. A SECTION B-B 6"6" MIN.NOTES FOR SLAB: REINFORCEMENT: #4 @ 6" OCEW (MIN.) CONCRETE: 4000 PSI @ 28 DAYS SEE NCDOT STD DWG. 840.45, PAGE 2 OF 2, FOR ADDITIONAL DETAILS. 3' WEIR ELEV.= 21.91 (4 SIDES) 3.0'6" EXTENDED BASE (ALL 4 SIDES) 6.0'x6.0' EXTENDED BASE 6" EXTENDED BASE (ALL 4 SIDES) 6" MIN.6" MIN.3.0' WEIR (4 SIDES) 2" PVC (SEE ORIFICE DETAIL) EAST JORDAN IRON WORKS FRAME AND GRATE (V-5660) TEMPORARY SKIMMER OUTLET SCALE: N.T.S. PLAN VIEW CROSS SECTION NOTE: 1)INSTALL TEMPORARY SEDIMENT BASIN 2)INSTALL WET POND UPON STABILIZATION OF SITE AND REMOVAL OF SEDIMENT BASIN. SITE TO BE COMPLETELY STABILIZED WITH GROUND COVER (SEED, SOD OR TURF REINFORCEMENT MAT) AND STONE BASE MUST BE INSTALLED ON PARKING LOT DRAINING TO SEDIMENT BASIN PRIOR TO CONSTRUCTION OF WET POND. 1.INSTALL NEW STRUCTURE ON EXISTING OUTFALL PIPE. INSTALL 18" RCP OUTLET PIPE BETWEEN WET DETENTION BASIN OUTLET STRUCTURE AND EXISTING OUTFALL PIPE. 2.CONSTRUCT OUTLET STRUCTURE WITH FAIRCLOTH SKIMMER AS SHOWN ON PLANS FOR TEMPORARY SEDIMENT BASIN. OUTLET STRUCTURE SHALL SERVE AS EMERGENCY SPILLWAY FOR SEDIMENT BASIN DURING CONSTRUCTION 3.WET POND TO BE EXCAVATED TO ELEVATION 9.00 AND USED AS TEMPORARY SEDIMENT BASIN UNTIL STABILIZATION OF SITE HAS BEEN COMPLETED. 4.UPON STABILIZATION OF SITE, MUCK OUT ALL SEDIMENT AND CONVERT SEDIMENT BASIN TO WET POND AS DEPICTED ON PLANS. CONSTRUCTION SEQUENCE PER EROSION CONTROL PLAN PER EROSION CONTROL PLAN15' X 5' OVEREXCAVATION AT SKIMMER 15' OVEREXCAVATION AT SKIMMER 6' SCHEDULE 40 PVC PIPE (BARREL OR ARM) 3' FLEXIBLE HOSE WEIR OUTLET DEVICE FLOAT 2" FAIRCLOTH SKIMMER PVC VENT PIPE 4" PVC INV. ELEV.=20.00 18" RCP INV. ELEV.=20.00 SET RISER ON 12" THICK 3/4" STONE BASE LEVELING PAD BOTTOM OF TEMPORARY SEDIMENT BASIN OUTLET DEVICE 18" RCP 3' FLEXIBLE HOSE 6' SCHEDULE 40 PVC PIPE (BARREL OR ARM) SET RISER ON 12" THICK 3/4" STONE BASE LEVELING PAD. 18" RCP INV. ELEV.= 20.00 OUTLET STRUCTURE DETAIL NTS 3" THREADED C.O. CAP 1.0' 3" PVC CAP WITH 2"x 3" PVC EL. 20.00 ORIFICE DETAIL NTS 1' FITTING 2" ORIFICE HOLE Vegetative Shelf Notes: 1.STOCKPILE ALL TOPSOIL FOR LATER USE. EXCAVATE POND SLIGHTLY DEEPER THAN FINISHED GRADE ON ALL PLANTED SLOPES TO ALLOW FOR REPLACEMENT OF TOPSOIL. 2.CATTAILS NOT TO BE USED. 3.COORDINATE PLANTINGS WITH ENGINEER. General Planting Notes: TOP=23.41 SECTION A-A 6" 4' 3' WEIR ELEV.= 21.91 (4 SIDES) 3.0' EAST JORDAN IRON WORKS FRAME AND GRATE (V-5660) SET RISER ON 12" THICK 3/4" STONE BASE LEVELING PAD. 18" RCP INV. ELEV.=20.00 PERMANENT POOL ELEVATION (EL. 20.00) 1st FLUSH STORAGE (EL. 21.15) EL. 9.00 (1' OF SEDIMENT STORAGE) EL. 10.00 (POND BOTTOM) 6" THICK CONC. SLAB6" THICK CONC. SLAB 6"6" NOTES: MORTAR JOINTS 1 2" + 1 8" THICK CLASS 'AA' CONCRETE TO BE USED. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. METAL STEPS TO BE PROVIDED ON 1'-2" + CENTERS. SOLID CONCRETE BLOCK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK WILL BE PERMITTED. NOTES: MORTAR JOINTS 1 2" + 1 8" THICK CLASS 'AA' CONCRETE TO BE USED. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. METAL STEPS TO BE PROVIDED ON 1'-2" + CENTERS. SOLID CONCRETE BLOCK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK WILL BE PERMITTED. B B 4' 2" PVC INV. ELEV.=20.00 4' TOP OF SLAB EL. 15.00 TOP OF SLAB EL. 16.00 THE VEGETATIVE SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE SPECIES OF VEGETATION AS SELECTED FROM THE SCHEDULE BELOW AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SF OF SHELF AREA (APPROXIMATELY 2'O.C.) -SWAMP MILKWEED (ASCLEPIAS INCARNATA) -WHITE TURTLEHEAD (CHELONE GLABRA) -JOE PYE WEED (EUPATORIADELPHUS FISTULOSUS) -LONGLEAF LOBELIA (LOBELIA ELONGATA) NA D 8 3 / 2 0 1 1 N C G r i d " V R S "Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-1199CLIENT LOGO ? ? ?1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUNITED SELF STORAGEGRANTHAM CENTERJK WILLIAMSPROPERTIES LLC5/4/2020 C-5.2 Know what's below. before you dig.Call R 1-800-632-4949 0 30'15'30' 1 inch = ft30SCALE POND DETAILS0 20'10'20' 1 inch = ft20SCALE Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-11991#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUSS GRANTHAMSELF STORAGE CENTER5/4/2020CLIENT LOGO ? ? ?JK WILLIAMSPROPERTIES LLCDETAILSC-6.0 FOR PIPES ON MILD SLOPES RIP-RAP PROTECTION AT OUTLETS TYPICAL ENERGY DISSIPATORS NOTE:RIP-RAP3 TIMES PIPE DIA. PIPE DIA.VARIABLEWILL REQUIRE CONC. SLAB AND OR RIP-RAP FLARED END PIPES GREATER THAN 36" MAX. 1 1/2-1 VARIA B L E TO PROTECT BOTH ENDS OF PIPE 3 TIMES PIPE DIA. TYPICAL ENERGY DISSIPATER W/RIP-RAP VARIABLE RIP-RAPVARIABLE NOTES: (NOT TO SCALE) NOTES: INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1 2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF THE STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL REPAIRS NEEDED TO PREVENT FURTHER DAMAGE. TYPICAL CONCRETE FLARED END SECTIONFLARED ENDSECTION3 TIM ES PI P E Ø O R AS SHOW N O N PL A NS 4" FILTER STONE BED OR FILTER CLOTH RIP-RAP DIMS. AS SHOWN ON FLAN FROM CHANNEL THUS 4" FILTER STONE BED PLYWOOD INLET PROTECTION STONE FILTER INLET PROTECTION STEEL FENCE POST (TYP.) 1/3 PIPE DIA. OVERFLOW HARDWARE CLOTH BURY BOTTOM OF PLYWOOD UPSTREAM END OF STORM DRAIN (TYP.) OVERFLOW 3 4" EXTERIOR PLYWOOD NOTE: ALL PARTIALLY COMPLETED STORM DRAINS SHALL BE PROTECTED AT THE END OF EACH DAY IN ACCORDANCE WITH THESE DETAILS. WASHED STONE FILTER ACROSS PIPE INLET PIPE INLET PROTECTION (PLYWOOD AND STONE) (NOT TO SCALE) 1/3 PIPE DIA. 3:1 (M A X . ) TEMPORARY STOCKPILE 3:1 ( M A X . ) TEMPORARY STOCKPILE (NOT TO SCALE) INSTALL TEMPORARY SILT FENCE WHERE NECESSARY TO RETAIN SEDIMENT 10' MAX. HEIGHTDrawing No. EC-22 EXISTING GRADE TEMPORARILY SEED AS SOON AS POSSIBLE (NO MORE THAN 21 CALENDAR DAYS AFTER FORMATION OF THE STOCKPILE.) IF STOCKPILE WILL NOT BE USED WITHIN 90 DAYS STABILIZE WITH PERMANENT VEGETATION. STONE CHECK DAM (NOT TO SCALE) 2:1 MAX. 1:1 MAX. FILTER FABRIC STONE CHECK DAM FILTER FABRIC CLASS A OR B EROSION CONTROL STONE 2:1 ( T Y P.) 1.5' (MIN.) 24" MAX. AT CENTER TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 6"20'50'(NOT TO SCALE) 2"-3" COARSE AGGREGATE NOTE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. WIRE FABRIC UV RESISTANT GEOTEXTILE FABRIC TAMPED BACKFILL 6' MAX. EXTRA STRENGTH FABRIC W/O WIRE FENCE 12 GAUGE, 4"x 4" WELDED WIRE FABRIC 8' MAX. STANDARD STRENGTH FABRIC W/ WIRE FENCE 24"FILL SLOPE 36"GROUND LINE24"NOTES: INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. STEEL POST TEMPORARY SILT FENCE (NOT TO SCALE) 8" DOWN & 4" FORWARD ALONG THE TRENCH MAXIMUM POST SPACING 4 FT. SECTION A-A MULTI-DIRECTIONAL FLOW CONTROL STONE SEDIMENT 2' 2' 1'-6" A DIMENSION VARIABLE AVERAGE BOX 2' * 6" * 12" 1/4" WIRE MESH A NOTES: SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 AND SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON "SEDIMENT CONTROL STONE." WIRE MESH SHALL BE HARDWARE CLOTH 23 GAUGE MIN. AND SHALL HAVE 1/4 INCH MESH OPENINGS. TOP OF WIRE MESH SHALL BE A MINIMUM OF ONE FOOT BELOW THE SHOULDER OR ANY DIVERSION POINT. STEEL POST SHALL BE 5 FT. IN HEIGHT, BE INSTALLED 1.5 FT. DEEP MINIMUM, AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE. WOOD POST SHALL BE 6 FT. IN HEIGHT, BE INSTALLED TO 1.5 FT. DEEP MINIMUM, AND BE 3 INCHES IN DIAMETER. POST SPACING SHALL BE A MAXIMUM OF 4 FT. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 2 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. FILTERED WATER ROCK INLET SEDIMENT TRAP (NOT TO SCALE) EXCELSIOR WATTLE DETAIL EXCELSIOR WATTLE MATTING SEE INSET A DITC H SLOPE BACK SLOPE PAVEM E N T SHLD. INSET A INSET B STAKES STAPLES DOWNSLOPE STAKE MATTING UPSLOPE STAKE VAR.2'(MIN.)6'(MIN.) SEE INSET B 12"(MIN.) ISOMETRIC VIEW EDGE OF PAVEMENT NOTES: USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A "U" SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. 2' UPSLOPE STAKE NATURAL GROUND 2' DOWNSLOPE STAKE MATTING 2'(MAX.) MATTING 2 IN.2' UPSLOPE STAKE NATURAL GROUND 2' DOWNSLOPE STAKE (NOT TO SCALE) CROSS SECTION TRAPEZOIDAL DITCH CROSS SECTION VEE DITCH TOP VIEW 4.Ground Stabilization (Per NCG010000) a.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: i.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. ii.All other disturbed areas shall be provided temporary or permanent stabilization with ground cover as soon as practicable but in any event within 14 calendar days from the last land-disturbing activity. b.Conditions - In meeting the stabilization requirements above, the following conditions or exemptions shall apply: i.Extensions of time may be approved by the permitting authority based on weather or other site-specific conditions that make compliance impracticable. ii.All slopes 50' in length or greater shall apply the ground cover within 7 days except when the slope is flatter than 4:1. Slopes less than 50' shall apply ground cover within 14 days except when slopes are steeper than 3:1, the 7 day-requirement applies. iii.Any sloped area flatter than 4:1 shall be exempt from the 7-day ground cover requirement. iv.Slopes 10' or less in length shall be exempt from the 7-day ground cover requirement except when the slope is steeper than 2:1. v.Although stabilization is usually specified as ground cover, other methods, such as chemical stabilization, may be allowed on a case-by-case basis. vi.For portions of projects within one mile and draining to trout waters and High Quality Waters as classified by the Environmental Management Commission, stabilization with ground cover shall be achieved as soon as practicable but in any event on all areas of the site within 7 calendar days from the last land-disturbing act. vii.For portions of projects located in Outstanding Resource Waters watersheds as classified by the Environmental Management Commission, stabilization with ground cover shall be achieved as soon as practicable but in any event on all areas within 7 calendar days from the last land-disturbing act. viii.Portions of a site that are lower in elevation than adjacent discharge locations and are not expected to discharge during construction may be exempt from the temporary ground cover requirements if identified on the approved E&SC plan or added by the permitting authority. 5. Self Inspection and Reporting Requirements (Per NCG010000) Minimum self inspection and reporting requirements are as follows unless otherwise approved in writing by the Division of Water Quality. a.A rain gauge shall be maintained in good working order on the site unless another rain monitoring device has been approved by the permitting authority. b.A written record of the daily rainfall amounts shall be retained and all records shall be made available to DWQ or authorized agent upon request (Note: if no rainfall occurred, the permittee must record “zero”). c.Erosion and sedimentation control measures shall be inspected to ensure that they are operating correctly. Inspection records must be maintained for each inspection event and for each measure. At a minimum, inspection of measures must occur at the frequency indicated below: i.All erosion and sedimentation control measures must be inspected by or under the direction of the permittee at least once every seven calendar days, and ii.All erosion and sediment control measures must be inspected by or under the direction of the permittee within 24 hours after any storm event of greater than 0.50 inches of rain per 24 hour period. iii.Times when a determination that adverse weather conditions prevented inspections should be documented on the Inspection Record. d.Once land disturbance has begun on the site, stormwater runoff discharge outfalls shall be inspected by observation for erosion, sedimentation and other stormwater discharge characteristics such as clarity, floating solids, and oil sheens. Inspections of the outfalls shall be made at least once every seven calendar days and within 24 hours after any storm event of greater than 0.50 inches of rain per 24 hour period. e.Inspections are only required to be made during normal business hours. When adverse weather conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection can be delayed until it is deemed safe to perform these duties. If the inspection cannot be done on that day, it must be completed on the following business day. f.Twenty-four Hour Reporting for visible sediment deposition i.The permittee shall report to the Division of Water Quality central office or the appropriate regional office any visible sediment being deposited in any stream or wetland or any noncompliance which may endanger health or the environment. (See Section IX of this permit for contact information.) Any information shall be provided orally or electronically within 24 hours from the time the permittee became aware of the circumstances. Visible discoloration or suspended solids in the effluent should be recorded on the Inspection Record as provided below. ii.A written submission shall be provided to the appropriate regional office of the DWQ within 5 days of the time the permittee becomes aware of the circumstances. The written submission shall contain a description of the sediment deposition and actions taken to address the cause of the deposition. The Division of Water Quality staff may waive the requirement for a written report on a case-by-case basis. g.Records of inspections made during the previous 30 days shall remain on the site and available for agency inspectors at all times during normal working hours, unless the permitting authority provides a site-specific exemption based on unique site conditions that make this requirement not practical. Older records must be maintained for a period of one year after project completion and made available upon request. The records must provide the details of each inspection including observations, and actions taken in accordance with this permit. The permittee shall record the required rainfall and monitoring observations on the “Inspection Record for Activities Under Stormwater General Permit NCG010000” form provided by the Division or a similar inspection form that is inclusive of all of the elements contained in the Division's form. Electronic storage of records will be allowed if approved by the permitting authority. h.Inspection records must include, at a minimum, the following: i.Control Measure Inspections: Inspection records must include at a minimum: 1.identification of the measures inspected, 2.date and time of the inspection, 3.name of the person performing the inspection, 4.indication of whether the measures were operating properly, 5.description of maintenance needs for the measure, 6.corrective actions taken and 7.date of actions taken. ii.Stormwater Discharge Inspections: Inspection records must include at a minimum: 1.identification of the discharge outfall inspected, 2.date and time of the inspection, 3.name of the person performing the inspection, 4.evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration, 5.indication of visible sediment leaving the site, 6.actions taken to correct/prevent sedimentation and 7.date of actions taken. iii.Visible Sedimentation Found Outside the Site Limits: Inspection records must include: 1.an explanation as to the actions taken to control future releases, 2.actions taken to clean up or stabilize the sediment that has left the site limits and 3.the date of actions taken. iv.Visible Sedimentation Found in Streams or Wetlands: All inspections should include evaluation of streams or wetlands onsite or offsite (where accessible) to determine if visible sedimentation has occurred. i.Visible Stream Turbidity - If the discharge from a site results in visible stream turbidity, inspection records must record that evidence and actions taken to reduce sediment contributions. Sites discharging to streams named on the state's 303(d) list as impaired for sediment-related causes may be required to perform additional monitoring, inspections or application of more-stringent management practices if it is determined that the additional requirements are needed to assure compliance with the federal or state impaired-waters conditions. If a discharge covered by this permit enters a stream segment that is listed on the Impaired Stream List for sediment-related causes, and a Total Maximum Daily Load (TMDL) has been prepared for those pollutants, the permittee must implement measures to ensure that the discharge of pollutants from the site is consistent with the assumptions and meets the requirements of the approved TMDL. The DWQ 303(d) list can be found at: http://h2o.enr.state.nc.us/tmdl/General_303d.htm/ 6. All erosion and sedimentation control devices shall remain in place and be maintained by the Contractor until all seeding is established and construction areas have been stabilized. 7. Temporary Seeding - Seed in accordance with Soil Conservation Service recommendations with regard to seed type, rate of application, fertilizer, etc. 1.All work will be done in accordance with the Erosion and Sedimentation Control Act of 1973 and the NC Department of Environment and Natural Resources. No land disturbing activity beyond that required to install the appropriate erosion control measures may proceed until measures are inspected and approved by the Owner or Engineer. 2.Prior to beginning demolition, temporary silt fence shall be installed as shown on the construction drawings. Disturbed areas as part of the surcharge installation work shall be stabilized prior to beginning subsequent work. Rock Inlet Sediment Traps shall be placed around all drainage structures as they are installed to collect surface runoff and control siltation and release water at a gradual rate. 3.Parking lots shall have stone base placed on them for stabilization and shoulders shall be seeded to stabilize the soil. Seed bed preparation shall be conducted according to North Carolina Department of Transportation Standard Specifications for Roads and Structures (D.O.T.). The ground surface shall be cleared of stumps, stones, roots, cables, wire, grade stakes, and other materials that might hinder proper grading, tillage, seeding or subsequent maintenance operations. Grades on the area to be seeded shall be maintained in a true and even condition. Maintenance shall include any necessary repairs to previously graded areas. All graded areas shall be thoroughly tilled to a depth of at least four (4) inches by plowing, disking, harrowing, or other approved methods until the condition of the soil is acceptable. On sites where soil conditions are such that high clay content and excessive compaction cause difficulty in getting clods and lumps effectively pulverized, the Contractor shall use the rotary tillage machinery until the mixing of the soil is acceptable and no clods or clumps remain larger than 1 1/2 inches in diameter. A firm and compact seed bed is required and after being graded, the seed bed shall be lightly compacted with a land roller, such as a cultipacker, before and after seeding. Limestone shall be dolomitic agriculture ground limestone containing not less than 10 percent magnesium oxide. Lime shall be uniformly applied at the rate of 2 tons per acre. Fertilizer shall be uniformly applied at a rate of 500 pounds per acre of 10-20-20 analysis. The fertilizer shall be incorporated into the upper three or four inches of prepared seed bed just prior to the last tillage operation, but in no case shall it be applied more than three days prior to seeding. Fertilizer shall be used immediately after delivery or stored in a manner that will not permit it to harden or destroy its effectiveness. When hydroseeding equipment is used for seeding, fertilizer shall be applied simultaneously with seed, using the above rates of application. Seed shall be certified seed or equivalent based on North Carolina Seed Improvement Association requirements for certification. All seed shall be furnished in sealed standard containers. Seed which has become wet, moldy, or otherwise damaged prior to seeding will not be acceptable. Seeding shall be accomplished with hand planters, power- drawn planters, hand packers, or hydroseeding equipment at the following rates: Seed Bed Preparation Lime - 2 tons per acre Fertilizer (10-20-20)- 500 pounds per acre Seeding Mixture: (January 1 - March 31) Common Bermuda grass (unhulled)- 20 pounds per acre Rye (grain)- 25 pounds per acre (April 1 - July 31) Common bermudagrass (hulled)- 15 pounds per acre Weeping Lovegrass - 5 pounds per acre Centipede - 8 pounds per acre (August 1 - December 31) Common Bermuda grass (unhulled) - 20 pounds per care Tall Fescue - 60 pounds per acre Rye (grain) - 25 pounds per acre Seed Bed Protection: Straw Mulch - 2 tons per acre (visual) Asphalt Tack - 0.03 gallons per square yard Erosion Control Measures: Permanent Seeding Schedule (Entire Site):NPDES Stormwater Discharge Permit for Construction Activities (NCGO1)NCDENR/Division of Energy, Mineral and Land Resources STABILIZATION TIMEFRAMES (Effective Aug. 3, 2011) SITE AREA DESCRIPTION Perimeter dikes, swales, ditches, slopes STABILIZATION 7 days None TIMEFRAME EXCEPTIONS High Quality Water (HQW) Zones 7 days None Slopes steeper than 3:1 7 days If slopes are 10’ or less in length and are not steeper than 2:1, 14 days are allowed. Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50’ in length. All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones. DIVERSION POINT SEDIMENT CONTROL STONE FL O W MAX. SEDIMENT DEPTH (CLEAN OUT POINT) PLAN NATURAL GROUND STRUCTURAL STONE (RIP RAP) 24" MIN.12" MIN. FLOWD 3' MIN. FILTER FABRIC MIN.12" MIN. SEDIMENT STORAGE (3' DEPTH) 1.5' 1.5' FLOWD STRUCTURAL STONE SEDIMENT CONTROL STONE PIPE AA AREAS TO BE DISTURBED (CUT, FILL, ETC.) TEMPORARY ROCK PIPE INLET PROTECTION NOT TO SCALE NOTES: 1. STRUCTURAL STONE SHALL BE CLASS 1 RIP RAP 2.SEDIMENT CONTROL STONE SHALL BE WASHED NO. 57 STONE PER NCDOT SSRS SECTION 1042 3.GRAVEL & RIP RAP FILTER BERM BASIN DETAIL IS DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT 10 ACRES OR LESS 12" MIN. FLOOD STORAGE ZONE SECTION A-A 4' MIN.TOP OF SILT FENCEMUST BE AT LEAST1' ABOVE THE TOPOF WASHED STONE30" MIN.HEIGHTOF STONEBURY WIRE FENCE, FILTER FABRIC AND HARDWARE CLOTH IN TRENCH STEEL FENCE POST SET MAX 2' APART18" INTO SOLID GROUND SILT FENCE BURY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCH BURY WIRE FENCE AND HARDWARE CLOTH 3' FILTER FABRIC ON GROUND FILTER STONE FILTER OF 1" DIA. WASHED STONE SECTION VIEW FRONT VIEW SILT FENCE OUTLET (NOT TO SCALE) Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-11991#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUSS GRANTHAMSELF STORAGE CENTER5/4/2020CLIENT LOGO ? ? ?JK WILLIAMSPROPERTIES LLCDETAILSC-6.1 RAISED THICKENED EDGE CONCRETE WALK DETAIL SLOPE AS INDICATED ON PL A N 1/4" PER FOOT SLOPE (MAX.) 8" (ALL SIDEWALK EDGES ADJACENT TO BIT. CONCRETE PAVEMENT SHALL BE THICKENED)12"AS INDICATED ON PLAN 8" NOT TO SCALE COMPACTED SUBGRADE 4" CONCRETE WHEEL STOP 14" 2 - SECTIONS #3 REBAR 14" EACH 4000 PSI CONCRETE @ 4" SLUMP 8"12" 6' NOTES: 1.WHEEL STOPS SHALL BE PAINTED "SAFETY YELLOW" 2.WHEEL STOPS SHALL BE INSTALLED 2' FROM EDGE OF OBSTRUCTION, EDGE OF PAVEMENT, OR FACE OF CURB NOT TO SCALE 6" STEEL BOLLARD DETAIL NOT TO SCALE 6" DIA. STD. STEEL PIPE BOLLARD(S) (PAINTED) SET IN 4000 PSI CONCRETE MIN 12" x 12" x 36" DEEP. FILL PIPE SOLID W/CONCRETE, ROUND TOP FINISH.4'-0"3'-0" (MIN.)CONCRETE 12"4000 PSI CONCRETE CURB AND GUTTER DETAIL12"1/2" GENERAL NOTES: JOINT SEALER 1/8" RADIUS SURFACE OF GUTTER CONCRETE VALLEY GUTTER2"18"18"8"NOT TO SCALE 18"6"3" R.3"R.6 1/2"7"12"24" CONCRETE SPILL CURB AND GUTTER NTS NTS 3" Typ. 6" Typ. #5 REBAR ON CHAIRS (TYP.) 1.CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS, EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. 2.CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. 3.ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FILLER. 4.EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. 5.ALL CURB AND GUTTERS ARE TO BE POURED WITH CLASS "A" CONCRETE. (3000 PSI) 6.FLEXIBLE FORMS ARE TO BE USED WHEN RADII IS LESS THAN 200. 1/8" RADIUS CONCRETE PAVEMENT SECTIONBASE COURSE 6"18"12"9"ACCESSIBLE PARKING SIGN PAINT (OWNER TO SELECT COLOR) VAN ACCESSIBLE SIGNNOTE: NOTES: 1. MOUNT POST IN SIDEWALK. PROVIDE PROTECTION FOR POST. 2. PAINT STEEL/METAL POST TO MATCH BUILDING. SIGN TO MEET ALL STATE, LOCAL AND ADA REQUIREMENTS MUTCD R7-8 12"x18" MUTCD R7-8A 12"x6"2"2"18"9"7'-0"6"MUTCD R7-8D 12"x9" PAVEMENT/ GRASS NOT TO SCALE 6'-0"6'-0"5'-0" 1:12 MAX SLOPE 1:12 MAX SLOPE (C) SIDEWALK RAMPS ACCESSIBLE RAMPS RAMP FLOOR DETAIL INSET A SEE NOTE PLAN SECTION0.2"O.C.2.35"O.C. 2.35" TAPER 6" CURB HEAD TO BE FLUSH WITH CONC. WALK CURB HEAD (6" WIDTH & 6" HEIGHT)2'-0"8' CONCRETE SIDEWALK 8' CONCRETE SIDEWALK 6"-8" NOT TO SCALE NOTES: 1. WARNING SURFACE TO BE BLACK IN COLOR SLIP-RESISTANT WARNING SURFACE 0.9" DIA. RAISED DOMES 0.9" DIA. RAISED DOMES NOTE: RAMPS MUST COMPLY WITH NATIONAL AND LOCAL CODES SEE INSET 'A' AND NOTE NOTE: RAMP FLOOR SHALL BE CONSTRUCTED TO CONTRAST VISUALLY WITH ADJOINING SURFACES. THIS POINT TO BE FLUSH WITH PAVEMENT STANDARD CHAIN LINK FENCE 12"10" 10" 10' (TYPICAL SPACING BETWEEN ALL LINE POST) CONCRETE FOOTING END BRACE LINE POST LINE POST 2'-6" 3'-0" REFER TO PLAN GROUND LINE 2.375" MIN. O.D. #11 GAUGE x 1" BEVELED PVC COATED STEEL BAND WITH BOLT AND NUT TOP AND BOTTOM SELVAGE TO BE KNUCKLED TOP RAIL REQUIRED AT EVERY FENCE LESS THAN 6' END, CORNER, LINE BRACE OR GATE POST TENSION WIRE #7 GAUGE GALVANIZED COIL SPRING WIRE STRETCHED TAUT LINE POST #6 GAUGE WIRE CLAMPS TO BE USED TO ATTACH FABRIC TO "H" COLUMNS (6 PER POST) BOTTOM RAIL REQUIRED ON ALL FENCING ATTACH FENCE FABRIC TO TENSION WIRE WITH HOG RINGS APPROXIMATELY 24" C.C. ONE TENSION WIRE CLIP EACH LINE POST (#6 GAUGE MIN.) NOT TO SCALE 10' (TYPICAL SPACING BETWEEN ALL LINE POST) 9' MIN.9' MIN.8' MIN. WALK4" PAINTED DIAGONAL LINES 5' ACCESSIBLE SPACE FOR VANS MUST BE 11' WIDE WITH 5' ACCESS AISLES AND BE DESIGNATED FOR VANS NOTE: REGULAR SPACES ACCESSIBLE SPACES 18' 1'ACCESSIBILITY SYMBOL 4" PAINTED PARKING STALL LINES 11' MIN. PARKING STALL LAYOUT NOT TO SCALE VAN ACCESSIBLE ACCESSIBILITY SIGNS 1.5'4" PAINTED DIAGONAL LINES CONCRETE WHEEL STOP THICKENED EDGE CONCRETE WALK 1/4" PER FOOT SLOPE (MAX.) 8" AS INDICATED ON PLAN 8" NOT TO SCALE COMPACTED SUBGRADE 4" 6" PORTLAND CEMENT CONCRETE W/ 6"x6" WOVEN WIRE MESH (4000 PSI COMPRESSIVE STRENGTH) SUB GRADE TO STANDARD PROCTOR - 98% MIN. COMPACTION STONE BASE TO MODIFIED PROCTOR - 98% MIN. COMPACTION NOT TO SCALE WELL-DRAINED SUB GRADE 4.0" CABC CONCRETE PAVEMENT SECTION NOT TO SCALE5' MINIMUMWIDTH VARIES (5' MINIMUM) CODE REQUIRED EXIT DOOR (WIDTH VARIES) 1 4" PER 1' MAXIMUM SLOPE IN ANY DIRECTION REQUIRED BUILDING EXIT DOOR ACCESSIBLE GRADES DETAIL 0.5' MINIMUM 1.5' MIN. *REFER TO ARCHITECTURAL DRAWING(S) FOR REQUIRED EXIT DOOR LOCATION(S) SLOPE AS INDICATED ON PL A N 12"CONCRETE PAVEMENT SECTION BASE COURSE CLASS "F" FINISHED GRADE EMBEDMENT BACKFILL PIPE 12" MIN. TRENCH SECTION DETAIL FOR THE INSTALLATION OF REINFORCED CONCRETE PIPE OPENING 3 2 AAA B B TOP VIEW SECTION B-BSECTION C-C SECTION A-A 4" 8"8" 4"VARIES6"8"8" 2'-0" 8"8" FINISH GRAD E DROP INLET DETAIL W/ CONC. SPLASH PAD NOT TO SCALE3"3"FINISH GR A D E FINISH GRADE SEE TYPICAL CONCRETE PAVEMENT SECTION FRAME AND GRATE EJIW V-5660 (OR APPROVED EQUAL)4'-3 14"5'-0" 3'-0"2'-3 14"8"4"8"4"CC 3'-0" 4" 2'-3 1 4" 8" COMMON BOND BRICK CONCRETE SPLASH PAD 3,000 PSI CLASS A, 3,000 PSI CONCRETE FOOTING A GRADE 40, NO. 5 STEEL REBARS AT 12" O.C. BOTH WAYS IN CENTER OF SLAB JUNCTION BOX NOT TO SCALE MANHOLE RING AND COVER 3000 PSI CONC. SLAB WITH NO. 6 BARS AT 6" O.C. (BOTHWAYS) 8" BRICK WALL CONCRETE SLAB 8" A SECTION "A" GENERAL CLASS 'AA' CONCRETE TO BE USED. FORMS TO BE USED FOR CONSTRUCTION OF BOTTOM SLABS. ALL MORTAR JOINTS TO BE 1/2" PLUS OR MINUS 1/8". JUMBO BRICK WILL BE PERMITTED. JUNCTION BOXES SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER. STEPS TO BE IN ACCORDANCE WITH CITY OF GREENVILLE STANDARD NUMBER 25.12.3'-0"2'-2" 4'-4"6"VARIES6"2'-2" PLAN CONCRETE PAVEMENT SECTION CLASS "D" FINISHED GRADE BACKFILL PIPE 12" MIN. 4" MIN. TRENCH SECTION DETAIL FOR THE INSTALLATION OF PVC GRAVITY STORM DRAIN & SANITARY SEWER PIPING GRANULAR EMBEDMENT SELECT BACKFILL NOT TO SCALE NOT TO SCALE Final DrawingsIssued For PermitReview Purposes OnlyDate: REVISIONS: 05-04-2020COMMENTSDATE??/??/18REVISED PER ??????? COMMENTSNC License: P-11991#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSTownship No. 7, Craven County, North CarolinaUS Highway 70 WestDrawn By: Checked By: Project Manager: Project Number: Drawing Number: 20006 D-1205 JDW RJL BCFUSS GRANTHAMSELF STORAGE CENTER5/4/2020CLIENT LOGO ? ? ?JK WILLIAMSPROPERTIES LLCDETAILSC-6.2 NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A NEW BERN N O RT H C A R O L I N A