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HomeMy WebLinkAboutSWA000065_(2)Gardner Mini Storage Site - 190912_1/27/2020/ I Site I a I 1515 I jy16 1434 GS, n � Iti w �� GS 1/ I �P 1 g?� S I I I Lillington a G+op NO 27 E I I I "vim I � I I I VlCINI TY AP No Scale under gro nd AS THE OWNER OFA I ECORD, I(cable �EBY, CONSENT TO THE PROPOSED DEVE OPMENT 1 I � I SHOWN ON T S SITE PLANAND ALL REGULATIONS AND REQ EMENTS O HE HAR T COUNTY ORDINANCES. II:, I I� � I• � I I I DATE OWNER SIGNATURE is 1 x � W I , I. Zoned: RA-40 i 6" Gw Current Use: Residential and Agriculture Travis Scott Wester Q) Fire I Deed Book 901, Page 178 I : hya. re Plat Cabinet "D", Slide 1182B v II; I FH I = o W/6" GV III v Note to contractor: I o Before starting digging or grading, call to located all underground utilities III o� Note. I Kept o I' From F SR 1436 Matthews Road 70x10' SIGHT TRIANGLE 60' Public R/W Try � 1^ Jzo I I. I I' I I� Zoned: RA-40 ; Current Use: Residential ' Emannuel J. Trembly I cP ; m OPEN AREA Anna B. Trembly BE SEEDEL Deed Book 3850, Page 119 I ^ ; 3/4" WATER Map Number 2016-183 ^ II� ME sERDARD h� DETAIL , I �BACKFLOW I' II I PREVENTER (PRZ) BUFFERS AND LANDSCAPING I = ; I 3/4" Febco or type appr( A) BUFFERS FOR THIS SITE SHALL MEET REQUIREMENT IL_--byHCPU OF SECTION 9.0 OF HARNETT COUNTY UDO. CP ' B) ALL BUFFER TYPES SHALL INCLUDE THE FOLLOWING I IN ADDITION TO THE SPECIFIC BUFFERING REQUIREMENT , I• • A STAGGERED ROW OF LARGE MATURING TREES, ' SPACED NOT MORE THAN 30 FEET APPART; AND • LOW -GROWING EVERGREEN SHRUBS, EVERGREEN / I GROUND COVER, OR MULCH COVERING THE BALANCE OF THE BUFFER AREA \ ' TYPE A BUFFER 1. MINIMUM WIDTH OF 15' (APPLIES TO SIDES AND REAR ' PROPERTY LINES) ' � O 2. OPTION 1: > A ROW OF EVERGREEN SHRUBS PLACED NOT MORE THAb FOUR(4) TO SIX (6) FEET APART WHICH WILL GROW TO FORM A CONTINUOUS HEDGE OF AT LEAST SIX (6) FEET IN HEIGHT WITHIN TWO (2) YEARS OF PLANTING; OR 3. DEVELOPER CAN OPT FOR 2 OR OPTION 3. REFER TO SECTION 9.1.8 (B) o TYPE D BUFFER 1. MINIMUM WIDTH OF 1 FEET (APPLIES TO PROPERTY I ' LINES ADJACENT T�BLIC RIGHT-OF-WAY OR AS OTHERWISE NOTE ITHIN THIS ORDINANCE I . 2. OPTION A ROW O ERGREEN SHRUBS, 10 SHRUBS FOR EVERY ' REQUIRED LARGE MATURING TREE, PLACED NOT MgRE 00 THAN FOUR (4) FEET APART WHICH WILL GROW TO ORM A CONTINUOUS HEDGE OF AT LEAST SIX (6) FEET IN n/ U HEIGHT WITHIN TWO (2) YEARS OF PLANTING; OR Q 3. DEVELOPER CAN OPT FOR 3 (OPTION 2) . REFER T SECTION 9.1.8 E 7yd. Fire FEMA FLOOD HAZARD STATEMENT Lots shown on this plat are not located within the FEMA Flood Hazard Zone AE" as shown on FEMA map No. J720066000J Effective Date: 10/03/Oa TERSHED DISTRICT 1. 3/4" WATER METER IS REQUESTED TO BE INSTALLED BY COUNTY HRW FORCES 2. LOCATION OF WATER METER AND AND BACK FLOW PREVENTER ARE SHOWN ON SITE PLAN SHEETS 1 AND 2 3. PUBLIC WATER SHALL BE USED. PLANS SHALL BE REVIEWED AND APPROVED BY HRW BEFORE CONSTRUCTION BEGINS 4. THE EXISTING 16-INCH WATER MAIN ALONG HWY 210 IS SHOWN ON THE SITE SHEETS 1 AND 2 5. ATTACHED IS NCDOT DRIVEWAY PERMIT. THERE ARE NOT WIDENING IMPROVEMENT ON NC 210 IN THE SITE AREA AS PART OF THIS PROJECT 6. THERE NO OFFICE PLANNED FOR THE SITE, THEREFORE NO SEWER IS NEEDED OR REQUESTED. NO NEED FOR FUTURE SEPTIC IS ANTICIPATED 7. SYSTEM DEVELOPMENT FEES SHALL BE PAID PER HRW&S USE ORDINANCE. 8. UTILITY IMPROVEMENTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH LATEST HARNETT COUNTY AND STATE REQUIREMENTS 9. THE ENGINEER OF RECORD SHALL -SUBMIT A MATERIAL -LIST TO HRW WITH ENGINEER APPROVAL THAT THE MATERIALS MEET HRW SPECIFICATIONS 10. THE ENGINEER OF RECORD SHALL SUBMIT ALL ENGINEERING FINAL DOCUMENTS PRIOR TO HRW APPROVAL OF WATER EXTENSIONS. 11. ALL HARNETT COUNTY EXISTING AND PROPOSED EASEMENTS SHALL CONVEYED AND RECORDED AND NOTED ON THE PROPOSED PLAT PRIOR TO ACTIVATION OF THE UTILITY SYSTEM 12. PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HRW WITH A SET OF AS -BUILT RECORD DRAWINGS (IN MYLAR, BOND AND DIGITAL FORMATS), THE P.E. THAT THE TAPS AND ASSOCIATED UTILITIES WERE INSTALLED IN ACCORDANCE WITH APPROVED PLANS MARKED AS "RELEASED FOR CONSTRUCTION" 13. THE DEVELOPER SHALL PROVIDE HRW A COST STATEMENT INDICATING THE COST TO INSTALL THE WATER LINES (MATERIALS AND LABOR) THAT WILL SERVE THIS SITE. 14. THE UTILITY CONTRACTOR SHALL PROVIDE HRW WITH A ONE (1) YEAR WARRANTY ON THE WATER UTILITIES TO COVER ANY AND ALL REPAIRS DUE TO POOR WORKMANSHIP, DEFECTIVE MATERIALS OR ANYTHING THAT DOES NOT MEET HRW STANDARDS AND SPECIFICATIONS AT THE TIME THE WQRK Harnett County Minimum Building Setback Requirements RA-20R, /RA-20M, RA-30 & RA-40 FRONT.• 35' from R/W REAR. 25' SIDE. • 10' CORNER LOT SIDE. 20' Notes: • Largest Fire Truck per (IAFC) Internation ssoc. of Fire Chiefs and (FAMA), Fire Apparatus Manufac er Association: • Width :8.5' • Length 63'. • Box representing Fire tru shown in the driveway is IO'x65' • Gravel Road is designed to take 72, 000 LB Max. Vehicle Gross Weight WAS PERFORMED TO INSTALL THE WATT UTILITIES L O 15. NO SERVICES SHALL BE ACTIVATED UNTIL ALL UTILITIES ARE APPROVED IN 1 ACCORDANCE WITH STATE REGULATION AND THE LATEST HRW RULES AND REGULATIONS Zoned: RA-30 One 3/4" water meter is proposed for the site. with estimated water usage of 400 g/d. Water usage is basically for occasional washing and/or watering or se: Agriculture and Wo ed Travis Scott Wester Deed Book 40$,-Page 393 Map Nun-rber 2019-15J THE SITE SHALL COMPLY TO TO STORM WATER STATEMENT AR�TICL X, SECTION 2.5 OF THE H RNET COUNTY UDO I I I I u� 0,2 �a Zoned: RA-40 irrent Use: Agriculture and Wooded Lola Tucker Coats Estate File 92-E-241 Deed Book 552, Page 138 Preliminary Site Plan Conditional Use Permit Required Gard er Mini Storoge Neill s Cree < Township Harnett County, NC Scale: 1 " = 40' Date: 5-14-19 Zoned: RA-40 Current Use: Agriculture and We William Cary Stewart Susan Stephenson Stewart Deed Book 1242, Page 232 Zoned: RA-30 PIN: 0661-16-6469.000 �,PID: 110661 0028 02 O 40 80 GRAPHIC SCALE PROPERTY INFO AND TOPOGRAPHY TAKEN FROM SURVEY PREPARED BY STANCIL & ASSOCIATES MAY 14, 2019. CURRENT OWNER: TRAVIS SCOT WESTER 3631 NC 210 N LILLINGTON, NC 27546 910-890-3403 DEVEL OPER: JOE GARDNER / 1172 TYSINGER RD LILLINGTON, NC 27546 910-891-9600 SITE PLAN B Y.' CI VIL AND STRUCTURAL ENGINEERING SERVICES, PLLC 4612 KAPLAN DRIVE, RALEIGH, NC 27606 OFFICE PHONE.919-851-1642 CELL PHONE: 919-621-0628 EMAIL ADDRESS: BA. CASESPLLC@GMAIL. COM STANCIL & ASSOCIATES, PA C-0831 98 DEPOT STREET, PO BOX 730 ANGIER, NORTH CAROLINA 27501 oded TEL: (919) 639-2133 FAX.' (919) 639-2602 EMAIL: STANCILSURVEYOGMAIL.COM SITE DATA AND NOTES • DEED BOOK 408, PAGE 393 AND MAP NUMBER 2019-153 • 5.159 AC. TOTAL (5.000 AC. NET) IN TRACT • PROPERTY SHOWN HEREON IS LOCATED IN WATERSHED DISTRICT IV, PROTECTED AND SHALL BE LIMITED TO 36% IMPERVIOUS SURFACE. • EXISTING IMPERVIOUS SURFACE: NONE • PROPOSED IMPERVIOUS SURFACE.' 114,050 SF / 2.5 AC PERCENT IMPERVIOUS 50. 0% • NO OFFICE IS PROPOSED FOR THE SITE SO THERE WILL BE NO SEWER CONNECTION. ONE 3/4" STUB OUT AND METER WILL BE INSTALLED THE SITE SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER. • OWNER OR THEIR ASSIGNS AND/OR SUCESSORS IN TITLE SHALL MAINTAIN ALL OF THE LANDSCAPING BUFFERS TRAVEL WA YS, AND STORAGE AREAS AS SHOWN HEREON. • ANY PROPOSED SIGNS SHALL REQUIRE A SEPARATE PERMIT, AND SHALL BE A MINIMUM OF 10 FEET FROM ANY RIGHT-OF-WAY. • OWNER SHALL BE RESPONSIBLE FOR CONTRACTING FOR THE REMOVAL OF GARBAGE AND CONSTRUCTION DEBRIS FROM THE PROPOSED SITE AS SHOWN HEREON. • HAZARDOUS MATERIALS STORED ON SITE: NONE TYPE D BUFFER / MINIMUM WIDTH IS 15' (APPLIES TO PROPERTY LINES ADJACENT TO PUBLIC RIGHT-OF-WAY OR AS OTHERWISE NOTED WITHIN THIS ORDINANCE) OPTION 1: A ROW OF EVERGREEN SHRUBS, 10 SHRUBS FOR EVERY REQUIRED LARGE MATURING TREE, PLACED NOT MORE THAN FOUR FEET APART WHICH WILL GROW TO FORM A CONTINUOUS HEDGE OF AT LEAST SIX FEET IN HEIGHT WITHIN TWO YEARS OF PLANTING. OPTION 2: AN OPAQUE FENCE LOCATED WITHIN THE REQUIRED BUFFER AREA; SUCH FENCE SHALL BE A MINIMUM HEIGHT OF SIX FEET IN HEIGHT. NO TES.' 1. NO OFFICE AND NO EMPLOYEES ON SITE. GARDNER MINI STORAGE SHALL BE SECURELY FENCED AND AUTOMA TICALL Y OPERATED WITH GATES SECURED BY PASSWORD. NO ON -SITE SEWER IS REQUIRED A T THIS STAGE. 2. SITE PLAN, STORMWA TER MANAGEMENT PLAN AND EROSION AND 1 SEDIMENT CONTROL PLAN ARE BEING PREPARED TO MEET STATE OF NORTH CAROLINA AND HARNETT COUNTY CODE AND SPECIFICATION REQUIREMENTS. Plan was revised to address 10' 0.�3)� 6.7 GRASS SWALE 1 & 2 SECTION LINE WITH JUTE MATTING DRB comments R0`40 4, S SAL 1 e 169419/13/2019 � e9�.;4'Glti��.�•� i� Refe ences Estat File 92-E-105 Deed Book 408, Page 393 (itle to Wester) Map Number 99-57 Map Number 2019-15J Others as Own and/or noted hereon a U w r� O O w��LO w qa�a I o W LO Co Q54pa w maw a O H U J J co LO LO ZN Z z 0 Z U rW V O rq N z � ~ � U 0Z M C� G 0 U W w z m U) �I cn O W r( c� L N K e R � 8 o m c U Z N a 0 o e a N N o z " ATE: -10-2019 I SCALE. 1 "--40' DESIGNED: SWB CHECKED: SW8 DRAWN: SWJ APPROVED: SWB SHEET. SITE PLAN 2 OF 4 CAD FI LE.G M S PROJECT NO: 2019.03