SWA000065_(1)Gardner Mini Storage-Cover_2/21/2020

VICINITY MAP
No Scale
SHEET INDEX--
1 COVER SHEET
2. SITE PLAN
3. EROSION CON7190L PLAN
4. CONSTRUCTION DETAILS
5. DETAIL SHEET
6. NCG01 SHEET 1
7. NCG01 SHEET 2
PUBLIC UTILITIES NOTES (HRW)
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 WORK
WAS PERFORMED TO INSTALL THE WATER UTILITIES.
15. NO SERVICES SHALL BE ACTIVATED UNTIL ALL UTILITIES ARE APPROVED IN
ACCORDANCE WITH STATE REGULATION AND THE LATEST HRW RULES AND
REGULATIONS
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
NOTE:
THERE IS NO WETLAND ON THE PROPERTY
AS DETERMINED BY CIVIL AND STRUCTURAL
ENGINEERING SERVICES, PLLC
i I
I I
� I 1
I
I I .
1.
I ►►
I ►•
1
F H
I ►.
I u W/6" GV
undergro nc� � ►;
cable '+
> I 16" AC Water Main
I 1'
I 111
►� 1
1 '
r
11
I ,
U
1'
I ,
1�
I'� I
1+
� I ►11
1�
1 I CP ►.
11
I �+ 3/4" WATER
METER
I '+ SEE STANDARD
►I DETAIL
1�
I' BACKFLOW
I I ►; PREVENTER
ICIP 1+ (RPZ)
1 /4" Febco
I II �. or type
►f by HCPU 1
u
� I1;
I 11
I ►1
I ►1
I +
1�
Note to contractor:
Before starting digging or grading, call
to located all underground utilities
NOTES "
OTES:
1. FOR GRADING AND WATER, SEE SHEET 2 AND DETAIL SHEETS
2. FOR EROSION AND SEDIMENT CONTROL, SEE SHEET 3
OPEN
SPACE
S7-01? E
METAL BU/LD/NG
STORAGE
METAL BU/LD/NG
M/N/ STORAGE
METAL BU/LD/NG
OPEN Y
SPACE
I
I
I
I
Y
I
OUTDOOR
STORAGE
AREA
j DETENTION
II j POND
LEGEND
I
X X SILT FENCE
I I0 0 CHAIN LINK FENCE
I �� E-----F--- GRASS SWALE
I I TYPE D' BUFFER
TOP OF DAM
- - RIGHT OF WAY
� STORM PIPE
BUFFERS AND LANDSCAPING
A) BUFFERS FOR THIS SITE SHALL MEET REQUIREMENT
OF SECTION 9.0 OF HARNETT COUNTY UDO.
B) ALL BUFFER TYPES SHALL INCLUDE THE FOLLOWING
IN ADDITION TO THE SPECIFIC BUFFERING REQUIREMENT
• A STAGGERED ROW OF LARGE MATURING TREES,
SPACED NOT MORE THAN 30 FEET APPART; AND
• LOW -GROWING EVERGREEN SHRUBS, EVERGREEN
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)
2. OPTION 1:
A ROW OF EVERGREEN SHRUBS PLACED NOT MORE THAN
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)
TYPE D BUFFER
1. MINIMUM WIDTH OF 15 FEET (APPLIES TO PROPERTY
LINES ADJACENT TO PUBLIC RIGHT-OF-WAY OR AS
OTHERWISE NOTED WITHIN THIS ORDINANCE
2. OPTION 1
A ROW OF EVERGREEN SHRUBS, 10 SHRUBS FOR EVERY
REQUIRED LARGE MATURING TREE, PLACED NOT MORE
THAN FOUR (4) 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 3 (OPTION 2) . REFER TO
SECTION 9.1.8 (E)
OWNER, ENGNEER AND SURVEYOR
OWNER TRAVIS SCOT WESTER
3631 NC 210 N
LILLINGTON, NC 27546
PLANNING NOTES
1. LAND USE: MEDIUM DENSITY RESIDENTIAL
2. HOURS OF OPERATION: GATE WILL REMAIN
CLOSED AND ACCESS VIA PRIVATE CODE
3. CONDITIONAL USE PERMIT # BOA1906-0003
APPROVAL DATE 7/18/19
4. WATERSHED PERMIT# SNIA1908-0003
APPROVAL DATE 9/9/19
5. REFER TO LANDSCAPE BUFFER NOTES ON
SHEET 2 OF PLANS
6. THERE SHALL BE NO BUSINESS ACTIVITY
SALE, SERVICE, OR REPAIR ACTIVITIES,
OTHER THAN RENTAL OF THE STORAGE UNITS
CONDUCTED WITHIN THE STORAGE FACILITIES
7. NC 210 IS ON THE HARNETT COUNTY
COMPREHENSIVE TRANSPORTATION PLAN
8. THIS DEVELOPMENT IS WITHIN ONE MILE OF
VOLUNTARY AGRICULTURAL DISTRICT
9. LIGHTING SHALL BE LOCATED IN SUCH A
MANNER AS TO PREVENT DIRECT GLARE AND
LIGHTING ON ADJACENT PROPERTY OR INTO
THE PUBLIC RIGHT(S)-OF-WAY. ALL FLOOD
LIGHTS SHALL BE INSTALLED SUCH THAT
THE FIXTURES SHALL BE AIMED DOWN AT
LEAST 45 DEGREES FROM VERTICAL
10. NO OFFICE SHALL BE INSTALLED ON SITE,
THEREFORE NO NEED FOR ON SITE SEWER.
IF A SEPTIC SYSTEM SHALL BE USED IN THE
FUTURE, A SOIL REPORT IS NECESSARY
FOR APPROVAL
11. SOLID WASTE: ROLLING TRASH CAN SHALL
BE KEPT ON SITE TO BE ROLLED BY OWNER
TO THE STREET SIDE ON PICKUP DAY
THE SITE SHALL COMPLY TO
TO STORM WATER STATEMENT
ARTICLE X, SECTION 2.5 OF THE
HARNETT COUNTY UDO
FEMA FLOOD HAZARD STATEMENT:
Lot shown on this plat is not
located within the FEMA Flood
Hazard "Zone AE" as shown on
FEMA map No. 3720066000J
Effective Date: 10/03/2006
TEL: [phone]
Property is located in Watershed
DEVELOPER: JOE GARDNER District IV, Protected
1116 TYSINGER RD
LILLINGTON, NC 27546
TEL: [phone]
ENGINEER: CIVIL AND STRUCTURAL ENGINEERING SERVICES, PLLC
(BUSINESS LICENSE # P-0537)
SAMIR W. BAHHO, PE (LICENSE # 16941)
4612 KAPLAN DRIVE, RALEIGH, NC 27606
TEL: [phone] FAX: [phone]
CELL: [phone]
BACASESPLLC@GMAIL. COM
SURVEYOR STANCIL & ASSOCIATES , P.A. C-0831
AS THE OWNER OF RECORD, I HEREBY,
CONSENT TO THE PROPOSED DEVELOPMENT
SHOWN ON THIS SITE PLAN AND ALL REGULATIONS
AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES.
DATE OWNER SIGNATURE
98 Depot Street, P.O. Box 730 ,
Angier, North Carolina 27501
Tel- (919 639-2133
Fax- [phone]
Email- [e-mail]
Existing Impervious Area: 0.00
Proposed Impervious Area: 108900 SF. Or 2.5 Acres
Proposed Impervious Area: 50.0%
Plan revised to address
RDB comments (11/12/2019)
August 06, 2019
:4. rA1• i f
w 16'9�1 o+�o, •«
a
a
w
w
o
WC\��LO
w qa�a
W
w C\2 Pq
� x E,
rr��
�1
Cn
o�
U
O
U
J
J
cfl
LO
LO
ZN
C)
Z
E-,
W
�
W
Z o
Q N
C) x
o
0Z
O
M
C�
G
a
r~
U
w
w
a
Z
m
V J
z
N
E
O
e
V l
O
ca
a
W
N
=D
W
�D
�
z
0
rz
U
40
�
s
N
w
o
ij
Q
a
~
N
N
owl
z"
DATE:
-10-2019
SCALE:
1 "--40'
DESIGNED:
SW8
CHECKED:
SWS
DRAWN:
SWJ
APPROVED:
SW8
SHEET:
SI TE
PLAN
1
OF 4
CAD FILE:GMS
PROJECT NO:
2019.0.3