SWA000065_(2)Gardner Mini Storage Site - 190912_1/27/2020

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AS THE OWNER OFA I ECORD, I(cable
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CONSENT TO THE PROPOSED DEVE OPMENT 1
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SHOWN ON T S SITE PLANAND ALL REGULATIONS
AND REQ EMENTS O HE HAR T COUNTY
ORDINANCES. II:,
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DATE OWNER SIGNATURE is 1 x
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Zoned: RA-40 i 6" Gw
Current Use: Residential and Agriculture
Travis Scott Wester Q) Fire I
Deed Book 901, Page 178 I : hya.
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Plat Cabinet "D", Slide 1182B v II; I FH
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Note to contractor: I o
Before starting digging or grading, call
to located all underground utilities III o� Note.
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From F
SR 1436
Matthews Road 70x10' SIGHT TRIANGLE
60' Public R/W
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Zoned: RA-40
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Current Use: Residential
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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
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II I PREVENTER
(PRZ)
BUFFERS AND LANDSCAPING
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or type appr(
A) BUFFERS FOR THIS SITE SHALL MEET REQUIREMENT
IL_--byHCPU
OF SECTION 9.0 OF HARNETT COUNTY UDO.
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B) ALL BUFFER TYPES SHALL INCLUDE THE FOLLOWING I
IN ADDITION TO THE SPECIFIC BUFFERING REQUIREMENT
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• A STAGGERED ROW OF LARGE MATURING TREES,
'
SPACED NOT MORE THAN 30 FEET APPART; AND
• LOW -GROWING EVERGREEN SHRUBS, EVERGREEN
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GROUND COVER, OR MULCH COVERING THE BALANCE
OF THE BUFFER AREA \
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TYPE A BUFFER
1. MINIMUM WIDTH OF 15' (APPLIES TO SIDES AND REAR
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PROPERTY LINES)
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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)
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TYPE D BUFFER
1. MINIMUM WIDTH OF 1 FEET (APPLIES TO PROPERTY
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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
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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/
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HEIGHT WITHIN TWO (2) YEARS OF PLANTING; OR
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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
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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.[phone]
CELL PHONE: [phone]
EMAIL ADDRESS: BA. CASESPLLC@GMAIL. COM
STANCIL & ASSOCIATES, PA C-0831
98 DEPOT STREET, PO BOX 730
ANGIER, NORTH CAROLINA 27501
oded
TEL: [phone]
FAX.' [phone]
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
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e 169419/13/2019
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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
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ATE:
-10-2019
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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