SW6120201_APPROVED PLANS_20120222

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
XY APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

40
0
40 80 120
GRAPHIC
SCALE
— FEET 1 " = 40'
VILINI I Y MAN 111111111111111
I; �Ih '%
�
LEGEND
LINES NOT SURVEYED --------------
LINES SURVEYED
EIP------EXISTING IRON PIPE
ECM ------EXISTING CONCRETE MONUMENT
EIS ---=--EXISTING IRON STAKE
EPKN------EXISTING P.K.NAIL
ELS------EXISTING LIGHTWOOD STAKE
NIS--NEW IRON STAKE NIP --NEW IRON PIPE
PKNS------P.K.NAIL SET
ERRS -------EXISTING RAILROAD SPIKE
NRRS-------NEW RAILROAD SPIKE
EMN------EXISTING MAGNETIC NAIL
NMN------NEW MAGNETIC NAIL
ECS------EXISTING COTTON SPINDLE
NCS------NEW COTTON SPINDLE
EIP/EIS---(CONTROL CORNERS)
ECM/PKN/ECS (CONTROL CORNERS)
C/L--CENTER LINE N/F--NOW OR FORMALLY
CP---CALCULATED POINT
CB&D--CHORD BEARING AND DISTANCE
D.E.----DRAINAGE EASEMENIR/W--RIGHT OF WAY
EX. -----EXISTING AC.--- ACRES
W/V ---- WATER VALVE
PP ----POWER POLE
LP ----LIGHT POLE
SP-- SERVICE POLE
DEED REFERENCE DEED BOOK 2082,PAGE 554
MAP REFERENCE MAP PLAT CAB. D,SLIDE 5-C
PARCEL 0:099566 0001 40
PIN 9565-79-6200.000
UNDERGROUND UTILITIES OBSERVED WERE TELEPHONE AND WATERMAINS
OVERHEAD UTILITIES WERE POWER LINES
NOCUT IS TO BE NOTIFIED BEFORE ANY GRADING
PROVIDE 54 L.F. 18" RCP a
1%
!W.IN-406.0
NV.OVT-405.6
STORM DRAINAGE
EASEMENT
TO BE RECORDED
ExISTING 6' WATER LINE
COUNTRYSIDE PRESBYTERIAN CHURCH
DFi. 1882, PG. 781
PIN 9565-79-0149.000
ZC1NE RA 20R
MARIA M. DOWNING
DB. 2608, PG. 0378
PIN 9565-79-4632,000
ZONE RA 20R
1
1
15
MIRE BRANCH
PC F,SLIDE 86D
LOUIS H. SUTTON
DB. 099'., PG, 0500
PIN 956,,-79-5596.000
ZONE RA 20R
24" of 8" GRAVEL PRETREATMENT
(see detail on C-2a)
STORM DRAINAGE
EASEMENT
TO BE RECORDED
ELLEN FERRELL CAMERON
DB. 2246, PG. 0190
PIN 9565--68-0986.000
ZONE RA 20R
PROPOSED PYLON SIGN
MICHAEL W. BARBOUR
DB, 1092, PG. 0587
PIN 9565-78-6786,000
ZONE RA 20R
PHASES
3 PHASES
PHASE 1 — 3 BUILDINGS — 23,565 S.F.
PHASE 2 — 2 BUILDINGS — 20,040 S.F.
PHASE 3 — 1 BUILDING — 5,600 S.F.
SEAN B. SHULTIS /
DB. 1725, PG. 0419
PIN cIrrr,...7Q-7F7Q nnn
PROVIDE 20' GATE FOR FIRE TRUCK
EMERGENCY ENTRANCE
20' RESERVE EASEMENT AS SHOWN ON MAP PC F,SUDE 86D
CENTRAL ELECTRIC MEMBERSHIP
DB. 0846, PG, 0929
3 I PIN 9565-89-1340,000
ZONE RA 20R
0
(3
I
3
j CENTRAL ELECTRIC MEMBI-RSHIP
I DB, 0429, PG. 044
PIN 9565-79-9250.000
` I ZONE RA 20R
f� PP
} 0.6'INVj/
�44
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SITE DATA
TOTAL LOT SIZE
158,123 S.F. 3.63 ACRES
ZONE
COMMERCIAL
EXISTING USE
UNDEVELOPED
PROPOSED USE
SELF STORAGE
PROPOSED BUILDING SIZE
6 BUILDINGS 48,440 S.F.
PROPOSED BUILDING HEIGHT
1 STORY 12. 0'
PARKING REQUIRED {11200
S.F. OFFICE 845) 5 SPACES
PARKING PROPOSED { INCL.
1 HC. ) 5 SPACES
VEHICULAR USE AREA
56,576 S.F.
IMPERVIOUS AREA
110,821 S.F. 70.0%
LANDSCAPE AREA
47,302 S.F. 30.0%
DENUDED AREA
141,570 S.F. 3.25 AC.
HARNETT COUNTY P.I.N.
9565--79-6200.000
0W!`!ER
BNS DEVELOPMENT, LLC.
P.O. BOX 727
DUNN, N. C. 28335
DEVELOPER
FRANKLIN MCLEOD
P.O.BQX 569
WAKE FOREST, N. C. 27588
[phone]
N❑TES
1, BCUNDARY AND TOP❑GRAPHIC INF❑RMATION TAKEN FROM MAP PREPARED BY BENNETT SURVEYORS AND
DATED 4/13/2011.
2. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT HARNETT COUNTY STANDARDS,
SPECIFICATIONS AND DETAILS.
3, CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE PLANS.
4, ALL DIMENSIONS AND STAKING POINT LOCATIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED,
5, ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH THE HARNETT COUNTY ZONING
WD SETBACK REQUIREMENTS SHALL BE IMMEDIATELY REPORTED TO THE LANDSCAPE ARCHITECT FOR ADJUSTMENT
6, LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE, CONTRACTOR SHALL VERIFY
THE; LOCATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME.
7, CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR
THE PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE,
8, CONTRACTOR SHALL PAINT SYMBOLS, INSTALL SIGNS AND CONSTRUCT NECESSARY RAMPS, AS PER THE NORTH
CAROLINA STATE BUILDING CODE, FOR ALL HANDICAP PARKING SPACES AS NOTED ON PLAN,
9, CONTRACTOR SHALL DELINEATE PARKING SPACE LINES, HANDICAP SYMBOLS, DIRECTIONAL ARROWS, LANE
MARKINGS, 'STOP' MESSAGES, ETC„ AS SHOWN ON THE PLANS WITH TRAFFIC MARKING PAINT ACCORDING TO
TH{ MANUFACTURER'S SPECIFICATI❑NS. USE WHITE PAINT,
10, CALL NORTH CAROLINA ONE CALL CENTER 2 1-800-632-4949 BEFORE DIGGING.
11, DENUDED AREA IS 3.25 ACRES,
12. THIS SITE IS NOT WITHIN A 100 YEAR FLQQDWAY FRINGE AREA,
13. SITE MUST BE STABILIZED AND SEEDED PRI❑R TO ISSUANCE OF CERTIFICATE ❑F OCCUPANCY,
14. NO OUTSIDE STORAGE SHALL BE PERMITTED EXCEPT AS PROVIDED BELOW.
OUTDOOR STORAGE OF BOATS, VEHICLES (INCLUDING M❑TORCYCLES> AND RECREATI❑NAL VEHICLES IN
DESIGNATED SPACES SHALL MEET THE F❑LLOWING REQUIREMENTS,
ONE (1) OUTDOOR STORAGE SPACE PER EVERY FIVE (5) INDOOR STORAGE UNITS,
OUTDOOR STORAGE SPACES SHALL BE LOCATED AT THE REAR OF THE SITE,
15, THE STORAGE OF HAZARDOUS, TOXIC OR EXPLOSIVE SUBSTANCES SHALL BE PROHIBITED,
16, NO BUSINESS ACTIVITY SHALL BE CONDUCTED WITHIN THE STORAGE UNITS,
17. CERTIFICATION FROM NCDOT THAT ALL DRIVEWAY PERMITS HAVE RECEIVED APPROVAL,
18, COPIES OF ANY OTHER APPROVED STATE & FEDERAL PERMITS RECEIVED.
19, A TRASH DUMPSTER WILL NOT BE PROVIDED ON THIS SITE,
20. THIS SITE WILL USE PUBLIC WATER AND A PRIVATE SEPTIC SYSTEM,
21. PARKING AND LANDSCAPE AREA WILL BE PERMANENTLY MAINTAINED BY THE OWNER/DEVELOPER.
22. OUTDOOR STORAGE SHALL BE DESIGNATED ON THE SITE PLAN AS SUCH, SHALL BE LIMITED TO 25% OF THE
TOTAL SITE AREA ANS SHALL NOT BE VISIBLE FROM ADJACENT RIGHTS -OF -WAY.
� I
4
JOHN JOSEPH LEMIRE & OTHERS
' DB. 1230, PG. 0884
PIN 9565-99-1454.000
ZONE RA 20R
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1
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EX.EIS
�y TBM 399.49'(NAVD88)
1 EXISTING FIRE HYDRANT
I 706' FROM CENTERLINE OF INTERSECTION
PP 1
OWNER ACKNOWLEDGEMENT CERTIFICATION/SIGNATURE
AS THE OWNER OF RECORD, I (OR AS AGENT) HEREBY FORMALLY CONSENT TO THE
PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AN[ /'� REGUL7$FI( S AND
REQUIREMENTS OF THE HARNETT COUNTY ORDINA ES,
DATE 0 R/AG NT SIGNATURE/
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DATE MAY 16,1 1
SCALE 1 "=40'
DRAWN BTB
JOB NO.
REVISIONS
10-10-11 BTB LOWER GRADES
+- 12'
1-30-12 STB ADJUST GRADES
do STEP DOWN LOCATIONS
2-20-12 STS SHOW PRETREATMENT
& EASEMENT
SHEET
c

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w
VICINITY MAP
LEGEND
LINES NOT SURVEYED ---------------
LINES SURVEYED
EIP------EXISTING IRON PIPE
ECM ------EXISTING CONCRETE MONUMENT \
EIS ------EXISTING IRON STAKE
EPKN------EXISTING P.K.NAIL
ELS------EkSTING LIGHTWOOD STAKE
NIS--NEW IRON STAKE NIP --NEW IRON PIPE \
PKNS------P.K.NAIL SET \\
ERRS ------EXISTING RAILROAD SPIKE
NRRS------NEW RAILROAD SPIKE
EMN------ EXISTING MAGNETIC NAIL
NMN------NEW MAGNETIC NAIL
ECS------EXISTING COTTON SPINDLE
NCS------NEW COTTON SPINDLE
EIP/EIS----(CONTROL CORNERS)
ECM/PKN/ECS (CONTROL CORNERS)
C/L--CENTER LINE N/F--NOW OR FORMALLY
CP--CALCULATED POINT
CB&D--CHORD BEARING AND DISTANCE
D.E.---DRAINAGE EASEMENIR/W--RIGHT OF WAY
EX. -----EXISTING AC.--- ACRES
W/V----WATER VALVE
PP ----POWER POLE
LP ----LIGHT POLE
SP-- SERVICE POLE
DEED REFERENCE DEED BOOK 2082,PAGE 554
MAP REFERENCE MAP PLAT CAB. D,SLIDE 5—C
PARCEL ID:099566 0001 40
PIN 9565-79--6200.000
UNDERGROUND UTILITIES 08SERVED WERE TELEPHONE AND WATERMAINS
OVERHEAD UTILTIES WERE POWER LINES
NOCUT IS TO BE NOTIFIED BEFORE ANY GRADING
40 0 40 80 120
EE —
GRAPHIC SCALE — FEET 1 " = 40'
PROVDE 54 LF. 18' RCP a -
19
INVJN-406.0
INV.OUT-40b.6
STORM DRAINAGE
EASEMENT
TO BE RECORDED
FXC STING 6• WATER LINE
COUNTRYSIDE PRESBYTERIAN CHURCH
DB. 1882, PG. 781
PIN 9565-79-0149.000
ZONE RA 20R
MARIA M. DOWNING
IDS. 2608, PG. 0378
PIN 9565-79-4632.000
ZONE RA 20R
24" of 8" GRAVEL
PRE(see detail
on
(see detail on C-2a)
STORM DRAINAGE
EASEMENT
TO BE RECORDED
15
MIRE BRANCH
PC F,SLIDE 86D
LOUIS H. SUTTON
DB. 0995, PG. 0500
P1N 9565-79-5596.000
ZONE RA 20R
ELLEN FERRELL CAMERON
DB, 2246, PG. 0190
PIN 9565-68-0986.000
ZONE RA 20R
— ~ ~ PROPOSED PYLON SIGN
MICHAEL W. BARBOUR
DB. 1092, PG. 0587
PIN 9565-78-6786.000
ZONE RA 20R
P HAS FS
3 PHASES
PHASE 1 — 3 BUILDINGS
PHASE 2 — 2 BUILDINGS — 20,040 S.F,
PHASE 3 — 1 BUILDING — 5,600 S.F.
B. SHUL
DB. SEAN1725, PG. I0419
PIN 9565-79-7579.000
ZONE RA 20R
, I
r� I
k
1
I
// 1
— PROVIDE 20' GATE FOR FIRE TRUCK
EMERGENCY ENTRANCE
20' RESERVE EASEMENT AS SHOWN ON MAP PC F,SLIDE 86D
CENTRAL ELECTRIC MEMBERSHIP
DB. 0846, PG. 0929
PIN 9565-89-1340.000
ZONE RA 20R
1 �
lz.
CENTRAL ELECTRIC MEMEERSHIP
DB. 0429, PG. 044
I PIN 9565-79-9250.000
ZONE RA 20R
�II
1,
i P PP
1 /
ICI
JOHN JOSEPH LEMIRE & OTHERS
DB. 1230, PG. 0884
PIN 9565-99-1454.000
ZONE RA 20R
EX.EIS
TBM 399.49'(NAVD88)
EXISTING FIRE HYDRANT
1 706' FROM CENTERLINE OF INTERSECTION
� 1
1�
I0EAU WAI
I U I HL LU I SILL
158,123 S.F. 3.63 ACRES
ZONE
COMMERCIAL
EXISTING USE
UNDEVELOPED
PROPOSED USE
SELF STORAGE
PROPOSED BUILDING
SIZE
6 BUILDINGS 48,440 S.F.
PROPOSED BUILDING
HEIGHT
1 STORY 12.0'
PARKING REQUIRED
(1 /200
S.F. OFFICE 845) 5 SPACES
PARKING PROPOSED
( INCL.
1 HC. ) 5 SPACES
VEHfCULAR USE AREA
56,576 S.F.
IMPERVIOUS AREA
110,821 S.F. 70.0%
LANDSCAPE AREA
47,302 S.F. 30.0%
DENUDED AREA
141,570 S.F. 3.25 AC,
HARNETT COUNTY P.I.N.
9565-79-6200,000
OWNER
BNS DEVELOPMENT, LLC.
P.O.BOX 727
DUNN, N. C. 28335
DEVELOPER
FRANKLIN McLEOD
P.O.BOX 569
WAKE FOREST, N. C. 2758�
[phone]
N [IT ES
L BOUNDARY AND T❑P❑GRAPHIC INF❑RMATION TAKEN FROM MAP PREPARED BY BENNETT SURVEYORS AND
DATED 4/13/2011.
2. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT HARNETT COUNTY STANDARDS,
SPECIFICATIONS AND DETAILS,
3. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTI❑N SHOWN ON THESE PLANS,
A. ALL DIMENSIONS AND STAKING POINT LOCATIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED,
5. ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH THE HARNETT COUNTY ZONING
AND SETBACK REQUIREMENTS SHALL BE IMMEDIATELY REPORTED TO THE LANDSCAPE ARCHITECT FOR ADJUSTMENT
6. LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE CONTRACTOR SHALL VERIFY
THE LOCATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME,
7, CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR
THE PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE.
8, CONTRACTOR SHALL PAINT SYMBOLS, INSTALL SIGNS AND CONSTRUCT NECESSARY RAMPS, AS PER THE NORTH
CAROLINA STATE BUILDING CODE, FOR ALL HANDICAP PARKING SPACES AS NOTED ON PLAN,
9, CONTRACTOR SHALL DELINEATE PARKING SPACE LINES, HANDICAP SYMBOLS, DIRECTIONAL ARROWS, LANE
MARKINGS, 'STOP' MESSAGES, ETC,, AS SHOWN ON THE PLANS WITH TRAFFIC MARKING PAINT ACCORDING TO
THE MANUFACTURER'S SPECIFICATIONS. USE WHITE PAINT.
10: CALL NORTH CAROLINA ONE CALL CENTER @ 1-800-632-4949 BEFORE DIGGING.
11. DENUDED AREA IS 3.25 ACRES,
12, THIS SITE IS NOT WITHIN A 100 YEAR FLOODWAY FRINGE AREA.
13, SITE MUST BE STABILIZED AND SEEDED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY,
14, NO ❑UTSIDE STORAGE SHALL BE PERMITTED EXCEPT AS PROVIDED BELOW.
OUTDOOR STORAGE OF BOATS, VEHICLES (INCLUDING MOTORCYCLES) AND RECREATIONAL VEHICLES IN
DESIGNATED SPACES SHALL MEET THE F❑LLOWING REQUIREMENTS,
ONE (1) OUTDOOR STORAGE SPACE PER EVERY FIVE (5) INDOOR STORAGE UNITS,
OUTDDOR STORAGE SPACES SHALL BE LOCATED AT THE REAR OF THE SITE.
15, THE STORAGE OF HAZARDOUS, TOXIC OR EXPLOSIVE SUBSTANCES SHALL BE PROHIBITED,
16, NO BUSINESS ACTIVITY SHALL BE CONDUCTED WITHIN THE STORAGE UNITS.
17, CERTIFICATION FROM NCDOT THAT ALL DRIVEWAY PERMITS HAVE RECEIVED APPROVAL.
19. COPIES OF ANY OTHER APPROVED STATE & FEDERAL. PERMITS RECEIVED,
19. A TRASH DUMPSTER WILL NOT BE PROVIDED ON THIS SITE
20. THIS SITE WILL USE PUBLIC WATER AND A PRIVATE SEPTIC SYSTEM.
21. PARKING AND LANDSCAPE AREA WILL BE PERMANENTLY MAINTAINED BY THE OWNER/DEVELOPER:
22. OUTDOOR STORAGE SHALL BE DESIGNATED ON THE SITE PLAN AS SUCH, SHALL 13E LIMITED TO 25% OF THE
TOTAL SITE AREA ANS SHALL NOT BE VISIBLE FROM ADJACENT RIGHTS -OF -WAY.
OWNER ACKNOWLEDGEMENT CERTIFICATION/SIGNATURE
AS THE OWNER OF RECORD, I (OR AS AGENT) HEREBY FORMALLY CONSENIT.TO THE
PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN A AFL RJEGU)-ATIONS AND
REQUIREMENTS OF THE HARNETT COUNTY ORDINANCE % v
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DATE "-OAERIAANT SIGNATURE/
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DATE MAY 16,1 1
SCALE 1 "=40'
DRAWN BTB
JOB NO.
REVISIONS
10-10--11 BTB LONER GRADES
t- 12'
1-30-12 BTB ADJUST GRADES
& STEP DOWN LOCATIONS
2-20-12 BTU SHO'# PRETREATMENT
do EASEMENT
SHEET
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DATE
MAY 16,1 1
SCALE
1 "=40'
DRAWN
BTB
JOB
NO.
REVISIONS
2-20-12 are
SHEET
C-2a

vll11INI I I IVIr`1r_
40
0
40
80 120
GRAPHIC
SCALE —
FEET
1 " = 40' ,
LEGEND
LINES NOT SURVEYED --------------
LINES SURVEYED
EIP------EXISTING IRON PIPE 1 %
ECM ------EXISTING CONCRETE MONUMENT \ \\
EIS ---=--EXISTING IRON STAKE MIRE BRANCH
EPKN------EXISTING P.K.NAiL PC F,SLIDE 30D
ELS------EXISTING LIGHTWOOD STAKE
NIS--NEW IRON STAKE NIP --NEW IRON PIPE \ RANDAL L. KRUEGER
PKNS--------P.K.NAIL SET \ \ DB. 2520, PG, 0211
ERRS ------EXISTING RAILROAD SPIKE \ PIN 9565-79-3451,000
ZONE RA 20R
40 .4.iNV.
NRRS------NEW RAILROAD SPIKE \
EMN------EXISTING MAGNETIC NAIL \
NMN------NEW MAGNETIC NAIL \
ECS------EXISTING COTTON SPINDLE \0.,3'1NV.
NCS------NEW COTTON SPINDLEEIP/EIS----(CONTROL CORNERS)
ECM/PKN/ECS (CONTROL CORNERS) \
MIRE BRANCH
PHASES
3 PHASES
PHASE 1 — 3 BUILDINGS — 23,565 S.F.
PHASE 2 — 2 BUILDINGS -- 20,040 S.F,
PHASE 3 — 1 BUILDING — 5,600 S.F.
1 E r PC F,SLIDE 86D
MARIA M. DOWNING LOUIS H. SUTTON
DB. 0995, PG, 0500
DB. 2608, PG, 0378 PIN 9565-79-5596,000
PIN 9565-79-4632.000 ZONE PA 20R !
ZONE RA 20R
! SEAN B. SHULTIS / J
DB. 1725, PG. 0419 r
EX,PIPE PIN 9565-79-7579.000 % 3'
ZONE RA 20R I
-
\ \�AGy F �6- 6• HAINLINK FENCE \\ !J I
3
4.
Ffkcf 3
EIS �/ I y ���\ J 3 I
'15` I 3
BUILDING 6 \ I !r
/ M PHASE 3 ` t
/C GUNK FENCE 5,600 S.F. � � ` � � � 1•
i ;EIS �
'iy� �4 / / ! o ` P
C/L--CENTER LINE N/F--NOW OR FORMALLY \\� \ ' � � �/ �00 _ � � 136 399.6INV. ;IIII, '
CP--CALCULATED POINT \ \ 'A /
CB&D--CHORD BEARING AND DISTANCE \ \ a, 1P >- 6� AREA
D.E.---DRAINAGE EASEMENIR/W--RIGHT OF WAY
EX. -----EXISTING AC.--- ACRES \� \ \ ���F �� /� a s E®® 4S,
W/V----WATER VALVE \ \\49�y`o EIS � _--`��` KE1
PP ----POWER POLE \ \ �1e-s�A w/R72% SIGN
& t,$H OPS, 2X CROSS
SLOPE IN P�RKINO AREA
LIP ----LIGHT POLE \ \ sLA \
SP-- SERVICE
DEED REFERENCE DEED BOOK 2082,PAGE 554
MAP REFERENCE MAP PLAT CAB. D,SLIDE 5-C
PARCEL ID:099566 0001 40 PRXOVIOE 54 LF. 18' RCP 6 —
PIN 9565-79-6200,000 IWAN-406.0
INV.OUT-405.6
UNDERGROUND UTILITIES OBSERVED WERE TELEPHONE AND WATERMAINS
OVERHEAD UTILITIES WERE POWER LINES
NOCUT IS TO BE NOTIFIED BEFORE ANY GRADING
STORM DRAINAGE
EASEMENT
TO BE RECORDED
1
IR STORAGE pp BUILDING 6 f >T ff) (l
C f
p• PHASE 291800 S.F- Ij /
9 REMOVE PO NE lr �' _ 3 PROVIDE 20' GATE FOR FIRE TRUCK
/ EMERGENCY ENTRANCE
Z � M
o j
PAD PHASE 1 p °0 y 3 f 3
6.600 S.F. Zy'
METER BASE f R !
3 3 !
x 3.6 J
� 1 I
GATE` \ 114°
\ 2 S p 3 HOUR FIREwALL � ! r j f 20' RESERVE EASEMENT AS SHOWN ON MAP PC F,SIJDE 88D
OFFI'1
TO BE CONSTRUCTE RE ER LINE ' +
765CS.F. \ ` \ Q W EXPANSIDNPRIOR To PHASE 2 / f 3 l
3
3 BUILDING 4 ' 1 ; CENTRAL ELECTRIC MEMBERSHIP
\ TOTAL BUILDING 1 3 i DB. 0846, PG. 0929
\ \ \ \ 48,440 S.F. TOTAL B1L �'g16,940 S.F. i ! 3 ! PIN 9565-89-1340.000
°
\\ \ 9T INCLUDING OFFICE �� °� � T PEST L 50 0; ZONE RA 20R
PHASE 2--
` 10,240 S.F.
LJ
sy \ \ \ ZI z 3
L9 a
PHASE 1 \ P 44,14 sl 3 1 i
\ \ \ \ 9,OD0 S.F.
BUILDING 3 \ \ nl 'il w
\\ \ N l
00EXISTING 6" *ATER LINE ` \ \ \ \ � �_ �• I I I � � �/
\\ SEPTIC SYSTEM AREA \> h ` � ` � \ ` I it � La
FOR \\ 32 S.F. .00
\ \ \ \ I 3 S R
COUNTRYSIDE PRESBYTERIAN CHURCH \ `\ IGW
DB. 1882, PG. 781 CENTRAL ELECTRIC MEMBERSHIP
PIN 9565-79-0149.000 `\ \ \\ \ \ `4 `\ ` 6' CHAINUNK FENCE : i DB. 0429, PG, 044
\ \ I / i PIN 9565-79-9250.000
ZONE RA 20R
\ \\ w \ \ 58.8 i I ZONE RA 20R
PHASE i
4.000 S.F. ` 1 BUILDING 2 � ' '1
S
Op
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\ Oh \ p HASE
3.200 S.F.
\ ti BUILDING 1
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lip
24" of 8" G4VEL \
!r /' 6' CHAINUNK FENCE \ \
PRETREATMENT'.
(see detail on, C-2a)
STOEMEN RM DRAINAGEEAS
TO BE RECORDED
ELLEN FERRELL CAMERON \
DB. 2246, PG. 0190
PIN 9565-68-0986,000
ZONE RA 20R
OPP \
— PROPOSED PYLON SIGN J
32.'I
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JOHN JOSEPH LEMIRE & OTHERS
U DB. 1230, PG. 0884
PIN 9565-99-1454.000
ZONE RA 20R
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I 1E TBM 399.49'(NAVD88)
EXISTING FIRE HYDRANT
MICHAEL W. BARBOUR 706' FRCM CENTERLINE OF INTERSECTION
DB_ 1092, PG. 0587 I ` lk
PIN 9565--78-6786.000
ZONE RA 20R l I ti
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396.6'1
SITE DATA
TOTAL LOT SIZE
158,123 S.F. 3.63 ACRES
ZONE
COMMERCIAL
EXISTING USE
UNDEVELOPED
PROPOSED USE
SELF STORAGE
PROPOSED BUILDING SIZE
6 BUILDINGS 48,440 S.F.
PROPOSED BUILDING HEIGHT
1 STORY 12.0'
PARKING REQUIRED (1/200
S.F. OFFICE 845) 5 SPACES
PARKING PROPOSED ( INCL.
1 HC. ) 5 SPACES
VEHICULAR USE AREA
56,576 S.F.
IMPERVIOUS AREA
110,821 S.F. 70.0%
LANDSCAPE AREA
47,302 S.F. 30.0%
DENUDED AREA
141,570 S.F. 3.25 AC.
HARNETT COUNTY P.I.N.
9565-79-6200.000
OWNER
BNS DEVELOPMENT, LLC.
P.O. BOX 727
DUNN, N. C. 28335
DEVELOPER
FRANKLIN McLEOD
P.O.BOX 569
WAKE FOREST, N. C. 27588
[phone]
NOTES
1, BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM MAP PREPARED BY BENNETT SURVEYORS AND
DATED 4/13/2011,
2, ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT HARNETT COUNTY STANDARDS,
SPECIFICATIONS AND DETAILS.
3 CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE PLANS,
4, ALL DIMENSIONS AND STAKING POINT LOCATIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED,
5, ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH THE HARNETT COUNTY ZONING
AND SETBACK REQUIREMENTS SHALL BE IMMEDIATELY REPORTED TO THE LANDSCAPE ARCHITECT FOR ADJUSTMENT
6, LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE, CONTRACTOR SHALL VERIFY
THE LOCATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME.
7. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FUR
THE PROTECTION OF ALL PERSONS ON OR ABOUT THE L❑CATION OF THE SITE,
8 CONTRACTOR SHALL PAINT SYMBOLS, INSTALL SIGNS AND CONSTRUCT NECESSARY RAMPS, AS PER THE NORTH
CAROLINA STATE BUILDING CODE, FOR ALL HANDICAP PARKING SPACES AS NOTED ON PLAN.
9, CONTRACTOR SHALL DELINEATE PARKING SPACE LINES, HANDICAP SYMBOLS, DIRECT:❑NAL ARRUWS, LANE
MARKINGS, 'STOP' MESSAGES, ETC„ AS SHOWN ON THE PLANS WITH TRAFFIC MARKING PAINT ACCORDING TO
THE MANUFACTURER'S SPECIFICATIONS. USE WHITE PAINT,
10. CALL NORTH CAROLINA ONE CALL CENTER @ 1-800-632-4949 BEFORE DIGGING,
11. DENUDED AREA IS 3.25 ACRES.
12, THIS SITE IS NOT WITHIN A 100 YEAR FL❑ODWAY FRINGE AREA.
13, SITE MUST BE STABILIZED AND SEEDED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY,
14, NO OUTSIDE STORAGE SHALL BE PERMITTED EXCEPT AS PROVIDED BELOW.
OUTDOOR STORAGE OF BOATS, VEHICLES (INCLUDING MOTORCYCLES) AND RECREATI❑NAL VEHICLES IN
DESIGNATED SPACES SHALL MEET THE FOLLOWING REQUIREMENTS3
ONE (1) OUTDOOR STORAGE SPACE PER EVERY FIVE (5) INDOOR STORAGE UNITS.
OUTDOOR STORAGE SPACES SHALL BE LOCATED AT THE REAR OF THE SITE.
15, THE STORAGE OF HAZARDOUS, T❑XIC OR EXPL❑SIVE SUBSTANCES SHALL BE PROHIBITED.
16, NO BUSINESS ACTIVITY SHALL BE CONDUCTED WITHIN THE STORAGE UNITS.
17, CERTIFICATI❑N FROM NCDOT THAT ALL DRIVEWAY PERMITS HAVE RECEIVED APPROVAL,
18, C❑PIES OF ANY OTHER APPROVED STATE 8 FEDERAL PERMITS RECEIVED.
19. A TRASH DUMPSTER WILL NOT BE PROVIDED ON THIS SITE.
20, THIS SITE WILL USE PUBLIC WATER AND A PRIVATE SEPTIC SYSTEM,
21. PARKING AND LANDSCAPE AREA WILL BE PERMANENTLY MAINTAINED BY THE OWNER/DEVELOPER,
22, OUTDOOR STORAGE SHALL BE DESIGNATED ON THE SITE PLAN AS SUCH, SHALL BE LIMITED TO 25% OF THE
TOTAL SITE AREA ANS SHALL NOT BE VISIBLE FROM ADJACENT RIGHTS-❑F-WRY.
OWNER ACKNOWLEDGEMENT CERTIFICATION/SIGNATURE
AS THE OWNER OF RECORD, I (OR AS AGENT) HEREBY FORMALLY
PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL RE
REQUIREMENTS OF THE HARNETT COUNTY ORDINA ES.
DATE 0 /AGENT SIGNATUI
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DATE MAY 16,1 1
SCALE 1 "=40'
DRAWN BTB
JOB NO.
REVISIONS
10-10-11 BTB LOWER GRADES
+- 12'
1-30-12 BTB ADJUST GRADES
& STEP DOWN LOCATIONS
2-20-12 BTB SHOW PRETREATMENT
& EASEMENT
SHEET
c 1

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40 0 40 80 120
GRAPHIC SCALE FEET 119 = 40
PHASES
3 PHASES
PHASE 1 - 3 BUILDINGS - 23,565 S.F.
PHASE 2 - 2 BUiLDINGS - 201040 S.F.
PHASE 3 - 1 BUILDING - 5,600 S.F.
MARIA M. DOWNING DB. 0995, PG. 0500
DB. 2608, PG. 0378 PIN 9565-79-5596,000
PIN 9565-79-4632.000 ZONE RA 20R
ZONE RA 20R
`
` 1 SEAN B. SHULTIS I
DB. 1725, PG. 0419 I < <�
EX.PIPE PIN 9565-79-7579.000 / I �'
LEGEND c� ZONE RA 20R
LINES NOT SURVEYED--------------
LINES SURVEYED ��- �, 1 ����Ar✓� 11 �` �� t'� 1'' I
EIP------EXISTING IRON PIPE
ECM ------EXISTING CONCRETE MONUMENT
l > \ \ 9 - s ' I 3
EIS- ----EXISTING IRON STAKE '�` MIRE BRANCH 403 1
��� r / 1�
EPKN-------EXISTING P.K.NAIL �404 ''�sck pR�lgCr ck �o= I/
ELS-- -- EXISTING LtGHTW00D STAKE \
,`� PC F,SLIDE 30D
4Os
NIS--NEW IRON STAKE NIP --NEW IRON PIPE RANDAL L. KRUEGER SOY
PKNS------P.K.NAIL SET DB. 2520, PG. 0211
\ PIN 9565-79-3451.000
ERRS----- // 4O4 F.F.E.-403.3
-EXISTING RAILROAD SPIKE 'dq ZONE RA 20R �� � � _
NRRS-- -NEW RAILROAD SPIKE / ~J
EMN------EXISTING MAGNETIC NAIL BUILDING 6
NMN------NEW MAGNETIC NAIL \`' i •' 4°?��
\ PHASE 3
ECS------EXISTING COTTON SPINDLE 4 3, INV' ,' ,r' cyAKUNK FENCE 4W.-' 5,600 S.F.
3
NCS------NEW COTTON SPINDLE ` 7 �� 4Oz% F.F.E-4o23 / 4p f
EIP EIS ---(CONTROL CORNERS) \ F.F.E-404.3 I
ECM PKN ECS (CONTROL CORNERS �_ P 3
l ) V '
C/L--CENTER LINE N/F--NOW OR FORMALLY - F.F_E-4013 tY 400%
\ \ ` �,\ ,, i'' F.F.E.-403.3
CP--CALCULATED POINT- /
F` OUTDOOR STORAGE
CB&D--CHORD BEARING AND DISTANCE \ \ , s., " i AREA BUILDING
% F.F.E-ana•
D.E.---DRAINAGE EASEMENIR/W--RIGHT OF WAY \ \ ry / i/ 40 4O3 9,800 S.F. o ! v" 99 2 1NV
1 --� 9J• ' / . ®� i ti �' PRCVIDE 20' GATE FOR FIRE TRUCK
EX, -----EXISTING AC.--- ACRES \ \ \. / 3 SP ES - -- EF:E-402.3 REMOVE POWER YNE 3 EMERGENCY ENTRANCE
W/V----WATER VALVE \ \`_ yid <
'ih 4Go 1
,r i \ KEYPAD �' 402-
PP ---- POWER P O L E �He s� w/R7-ea s cN 40' s 60 PHASE \ 3
\ \ S WHEE OPS, 2% CROSS .,\ F.F.E.-a01.3
SLOPE RpRKING AREA \ ` F.F.E-404..i ELECT�1C
,
LP -----LIGHT POLE \ 46 \ - - - METER BASE405
!
SP-- SERVICE POLE _
_ _ i F.F.E.-400.3
SLI 'GATE :' EF_E-403.3 931 3
DEED REFERENCE DEED BOOK 2082,PAGE 554 'L 2 s yR� \ 3g 20' RESERVE EASEMENT AS SHOWN ON MAP PC F,SUOE B6D
` \ _ - -3 HOUR FITO BE RE ALLUCTE i� ,'
MAP REFERENCE MAP PLAT CAB. D,SLIDE 5-C - 7f
PARCEL ID:Q99566 0001 as PROVIDE 54 LF, 18' RCF O �O� �/ ® \ OFFICE i \ ` % \ \ C a PRIOR TO PHASE 2 CONSTRUCTE RE ER LINE J l Yl
1 % I \ .65/\ 766 S.F. \ ` 403 \ \ F.F'.E-4p "PANSION 40O i /
IN 565-79-6200.a00 IW.IN-406.0 \ F.F.E-406
P 9 I .OUT 405.E ` \\ �" I f �' CENTRAL ELECTRIC MI MBERSHIP
UNDERGROUND UTILITIES OBSERVED WERE TELEPHONE AND WATERMAINS \` YIN \ \ TOTAL BUILDING
f 111 w DB. 0846, PG. 0929
TOTAL BUILDING � �' ,� / /}` �
48,44 IP. Td7AL 5 16.W S.F.3 a PIN 9565-89-1340,030
/� 97 INC ING OFFICE v� b PEA E 3 ZONE RA 20R
OVERHEAD UTILITIES WERE POWER LINES \ \ \ f
s
NOCUT IS TO BE NOTIFIED BEFORE ANY GRADING F,F,E-44CO,S -1 ,
\ ��' 40 �` PHASE 2 f ? M N
r� , \ �\ \ 10,240 SF. ! I' X
STORM DRAINAGE ��� '1 ��� A\\ I� % v F.F. -40i.3 y Lo-
EASEMENT
TO BE RECORDED "° \ \ 1
�, A \ \ ' �' F.F.E.-405.3 / \ \ 40
403 \ - \..-EF:Ez400.3
- \ --- . LP
\ \ \\ PHASE 1 \ m A W3'' f
\ \\ 9,000 S.F.
BUILDING 3j \ ` \ 3 /
-402.3 \ \ /400
EXISTING 6' WATER LINE
SEPTIC SYSTEM AREA ,,' �' - \ I,A . I
OR OFFICE \�,732 S.F. 'C�
COUNTRYSIDE PRESBYTERIAN CHUB" H `\ \ i� F.I.E-4o1s \ \ IG -
' �' � � 39 � I CENTRAL ELECTRIC MEM�3FRSHIP
DB. 1882, PG. 781 \\ \` !y \ / \ - - r" c2 DB. 0429, PG. 044
PIN 9565-79-0149.000 \\ 1'I \\ a0�r '6' LINK FENCE v - ��
ZONE RA 20R \ �\ \ / \ F✓=.E-40z3 I PIN 9565-79-9250.000
V I �'�' I
\� ZONE RA 20R
F.F.E.-400.3 v�
/PHASE 1 V-`
=I S.F-
BUILDING
Vv v vv v BUILDING 2
\ �o' \\ , \ �9� \}\ \ \ �l 401 F.F.E-401.3
i V ♦ `ir�l� \ `� AA A�! ii
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3.200 S.F. M?�1 9367:41'
CLEAR OUTS', -
�� BUILDING 1�
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F:F.E.-399.3'
� A 398 — - 1
6' CHAWUNK FENCE
8.
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BICRETE IN
1O,tao s F .+ 1 `z JOHN JOSEPH LEMIRE & OTHERS
396.4 -{ ` ` DB. 1230, PG. 0884
x `� V PIN 9565-99-1454.000
• _� � /ate ► � ,1 ,,��a�
ZONE RA 20R
24" of 8"'GRAVEL ` I
PRETREATMENT `� \ --
(see detail on C-2a)
STORM DRAINAGE
EASEMENT
TO BE RECORDED \
ELLEN FERRELL CAMERON
DB. 2246, PG. 0190 ~- -� /V l
PIN 9565-68-0986.000 - \ `� �{! _ - fD W/V
ZONE RA 20R
PP
�\ s1
EX.EIS
PROPOSED PYLON SIGN ���,\ I } `TBM 399.49(NAVD88)
396.6'1 EXISTING FIRE HYDRANT
MICHAt L W. BAR90uR 706' FROM CENTERLINE OF INTERSECTION
DB. 1092, PG. 0587
PIN 9565-78-6786.000
ZONE RA 20R �_ 1
PP` �l
_..',6 __.....,.,� it
8MIRE BRANCH
PC F,SLIDE 86D
LOUIS H. SUTTON
SITE DATA
ZODILL
NE
I a0, 1 LJ Z).r. 3.63 ACRES
EXISTING USE
COMMERCIALUNDEVELOPED
PROPOSED USE
SELF STORAGE
PROPOSED BUILDING SIZE
6 BUILDINGS 48,440 S.F.
PROPOSED BUILDING HEIGHT
1 STORY 12. 0'
PARKING REQUIRED (1/200
S.F. OFFICE 845) 5 SPACES
PARKING PROPOSED ( INCL.
1 HC. } 5 SPACES
VEHICULAR USE AREA
56,576 S.F.
IMPERVIOUS AREA
110,821 S.F. 70.0%
LANDSCAPE AREA
47,302 S.F. 30.0%
DENUDED AREA
141,570 S.F. 3.25 AC.
HARNETT COUNTY P.I.N.
9565-79-6200.000
OWNER
BNS DEVELOPMENT, LLC.
P.O.BOX 727
DUNN, N. C, 28335
DEVELOPER
FRANKLIN McLEOD
P.O-BOX 569
WAKE FOREST, N. C. 275E
[phone]
NOTES
I. BOUNDARY AND TOP❑GRAPHIC INF❑RMATION TAKEN FROM MAP PREPARED BY BENNETT SURVEYORS AND
DATED 4/13/2011,
2, ALL C❑NSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT HARNETT COUNTY STANDARDS,
SPECIFICATIONS AND DETAILS.
3, CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR C❑NSTRUCTION SHOWN ON THESE PLANS.
4, ALL DIMENSIONS AND STAKING P❑INT L❑CATIONS ARE TO BACK ❑F CURB UNLESS OTHERWISE NOTED,
5, ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN C❑NFLICT WITH THE HARNETT COUNTY ZONING
AND SETBACK REQUIREMENTS SHALL BE IMMEDIATELY REPORTED TO THE LANDSCAPE ARCHITECT FOR ADJUSTMEN
6, LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY
THE L❑CATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME.
7, CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR
THE PROTECTION OF ALL PERSONS ON OR ABOUT THE I-OCATION [IF THE SITE.
8, CONTRACTOR SHALL PAINT SYMBOLS, INSTALL SIGNS AND CONSTRUCT NECESSARY RAMPS, AS PER THE NORTH
CAROLINA STATE BUILDING CODE, FOR ALL HANDICAP PARKING SPACES AS NOTED ON PLAN.
9. CONTRACTOR SHALL DELINEATE PARKING SPACE LINES, HANDICAP SYMBOLS, DIRECTIONAL ARROWS, LANE
MARKINGS, 'STOP' MESSAGES, ETC., AS SHOWN ON THE PLANS WITH TRAFFIC MARKING PAINT ACCORDING TO
THE MANUFACTURER'S SPECIFICATIONS, USE WHITE PAINT.
10. CALL NORTH CAROLINA ONE CALL CENTER R 1-800-632-4949 BEFORE DIGGING.
11. DENUDED AREA IS 3.25 ACRES.
12, THIS SITE IS NOT WITHIN A 100 YEAR FLO12DWAY FRINGE AREA,
13. SITE MUST BE STABILIZED AND SEEDED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY,
14. NO ❑UTSIDE STORAGE SHALL BE PERMITTED EXCEPT AS PROVIDED BELOW.
OUTDOOR STORAGE OF BOATS, VEHICLES (INCLUDING MOTORCYCLES) AND RECREATIONAL VEHICLES IN
DESIGNATED SPACES SHALL MEET THE FOLLOWING REQUIREMENTSI
ONE (1) OUTDOOR STORAGE SPACE PER EVERY FIVE (5) INDOOR STORAGE UNITS.
OUTDOOR STORAGE SPACES SHALL BE LOCATED AT THE REAR OF THE SITE,
15. THE STORAGE OF HAZARDOUS, TOXIC OR EXPLOSIVE SUBSTANCES SHALL BE PROHIBITED.
16, NO BUSINESS ACTIVITY SHALL BE CONDUCTED WITHIN THE STORAGE UNITS,
17 CERTIFICATION FROM NCD❑T THAT ALL DRIVEWAY PERMITS HAVE RECEIVED APPROVAL.
1B. COPIES OF ANY OTHER APPROVED STATE & FEDERAL PERMITS RECEIVED,
19, A TRASH DUMPSTER WILL NOT BE PROVIDED ON THIS SITE.
20, THIS SITE WILL USE PUBLIC WATER AND A PRIVATE SEPTIC SYSTEM
21, PARKING AND LANDSCAPE AREA WILL BE PERMANENTLY MAINTAINED BY THE OWNER/DEVELOPER,
22. OUTDOOR STORAGE SHALL BE DESIGNATED ON THE SITE PLAN AS SUCH, SHALL BE LIMITED TO 25% OF THE
TOTAL SITE AREA ANS SHALL NOT BE VISIBLE FROM ADJACENT RIGHTS -OF -WAY,
OWNER ACKNOWLEDGEMENT CERTIFICATION/SIGNATURE
AS THE OWNER OF RECORD, 1 (OR AS AGENT) HEREBY FORMALLY CONSENT TO THE
PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL R.�GUI.ATIONS AND
REQUIREMENTS OF THE HARNETT COUNTY ORDINANCE j
DATE "�ER/qkNT SIGNATURE
11111TT11 f1�
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DATE MAY 16,11
SCALE 1 "=40'
DRAWN BTB
JOB NO.
REVISIONS
10-10-11 BTB LOWER GRADES
+- 12'
1-30-12 BTH ADJUST GRADES
do STEP DOWN LOCATIONS
2-20-12 M SHOW PRETRE"ENT
& EASEMENT
SHEET
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40 0 40 80 120
GRAPHIC SCALE — FEET 111 = 40'
y
LEGEND
I
LINES NOT SURVEYED ---------------
1
LINES SURVEYED
EIP-------EXISTING IRON PIPE \ 17
PHASES
3 PHASES
PHASE 1 — 3 BUILDINGS — 23,565 S.F.
PHASE 2 — 2 BUILDINGS — 20,040 S.F.
PHASE 3 — 1 BUILDING — 5,600 S.F.
1 r 3
r
ECM ------EXISTING CONCRETE MONUMENT
j TEMPORARY SILT F CE ;
I EIS ------EXISTING IRON STAKE
I EPKN------EXISTING P.K.NAIL MIRE BRANCH �,
ELS------EXISTING LIGHTWOOD STAKE \ PC F,SLIDE 30D _ -
—f
NIS--NEW IRON STAKE NIP --NEW IRON PIPE \
I PKNS------P.K.NAIL SET4
I ERRS -------EXISTING RAILROAD SPIKE } `\ k°P IS
NRRS-------NEW RAILROAD SPIKE \ 49.4-INV. 11 o , /
r
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EMN--------EXISTING MAGNETIC NAIL � '�,
! NMN------NEW MAGNETIC NAIL _ Iid0 .3'INVi J',M !1' I !
I ECS------EXISTING COTTON SPINDLE ` / TEMPORARY DIVERSION DITCH "B" r ; ,'t
\ / DIVERSIONS TO BE MAINTAINED / '
NCS-- NEW COTTON SPINDLE \ a THROUGHTOUT THE GRADING PROCESS -=Y S P I I
EIP/EIS (CONTROL CORNERS) ty ; ,�5 - INSTALL CURLED WOOD MATTING / 3
ECM/PKN/ECS (CONTROL CORNERS) \ \\ 5��� -- (see detail 4n sheet C— )� � / `6 IN
A ; r /.
5ai>� I LPG.
C/E--CENTER LINE N/F--NOW OR FORMALLY 1y '
CP--CALCULATED POINT \ .+
— —DISTANCE iAND
CB&D CHORD A� �•, �,, /� �� �
D.E. — —— DRAINAGE £ASEMENIR W---RIGHT OF WAY i � w`399 2 1NV
1 � i
EX. — — — —— EXISTING AC.--- ACRES k r
�� p REMOVE POWER DINE ! ,
W j V----WATER VALVE _ #� % TEMPORARY SILT FENCE
,E15
PP ----POWER POLE \ .;:•:..,'r. a'
' y' TEMPORARY DIVERSION DITCH "A" ELECT� !
LP ----LIGHT POLE \ METER BASE I
DIVERSIONS TO BE MAINTAINED 3 3 I
SP-- SERVICE POLE \ TEMPORARY DIVERSION
\ j
DEED REFERENCE DEED BOOK 2082,PAGE 554 \
j MAP REFERENCE MAP PLAT CAB. D,SLIDE 5-C
J
I PARCEL ID:099566 Gaol 40 PROVIDE 54 LF. 18" RCP m
PIN 9565-79-6200.000 INV.IN-4ofi.0
INv.avr-4o6.s a
UNDERGROUND UTILITIES OBSERVED WERE TELEPHONE AND WATERMAINS
OVERHEAD UTILITIES WERE POWER LINES PROVIDE TEMPORARY GRAVEL
{ CONSTRUCTION ENTRANCE
NOCUT IS TO BE NOTIFIED BEFORE ANY GRADING 26' WIDE OR WIDTH OF DRIVEWAY,
WHICHEVER IS GREATER x 50' x 6"
TEMPORARY SKIMMER BASIN # 1
�E AREA - 2.10 AC.
E1"SIN S;ZE - 3,600 C.F./AC,/YR.
U_ S Iv SIZE = 7,560 C.F.
Cr'�CULATE 4E'IR LENGTH
! ' 1 i-C'J
Q15-(.6)(7.22)(2.10 ac.)
O1C=0,10 c.t.s.
`:FIR LEN'Gi - Q10=1.06L; 9.10=1.06L
HEREFORE MIN, WEIR LENGTH = 10.0 L.F.
SURFACE AREA CALCULATION
TOTAL DRAINAGE AREA = 2.10 AC.
1 D=CIA
Q1 D ��=�.6 7.22)(2.10)
w, 0=�. c.f.s.
SURFACE AREA (ac.)=(0.01)peak inflow rate(c.f.s.)
S.A. = (0.01)(9.10 c.f.s.)
.D910 ac.
(.0910 oc)(43,560 sf/ac)
S.A. = 3,964 s.f.
s THEREFORE BASIN SIZE =54'x 74'x 4' DEEP
r RbV:DE BAFFLES
J�LM MER
CIA. SURFACE SKIMMER
8, IIAMETER ORIFICE --
I -EIAPORARY SKIMMER BASIN # 2
DRAINAGE AREA - 1.30 AC,
SASIN SIZE = 3,6CC C.F./AC,/YR.
_:IN SIZE = 4,68C C.F.
LC Lr`TE r,,'E�R LENGTH
_W 1 C=CIA
, .3 (.6)(;.22)(1.30 ac.)
C 10 = 5.6 3
c.f.s.
EiR LENGTH - Q10=1.06L; 5.63=1.06L
T-EREFORE MIN. WEIR LENGTH = 10.0 L,F.
i_RFACti AREA CALCULATION
IOTAL DRAINAGE AREA = 1.30 AC.
7:1 0=CIA
�10-5.e3 a.f.s,
SURFACE AREA (ac.)=(0.01)peak inflow rate(c.f.s.)
S.A. = (0.011(5.63 c.f.s.)
S.-k = .0563 0c.
(.05e3 ac)(43,560 sf/ac)
2,453 s.f.
T-iEREFORE BASIN SIZE =40'x 62'x 4' DEEP
U' I0E BAF"I-LES
SKIMMER
DIA. SURFACE SKIMMER
- 13' DIAMETER ORIFICE
ER❑SI❑N CONTROL LEGEND
TEW:43WY SILT FEWE
TEIARY DIVERSIDj DITCH
TEIIOtARY CATCH BASIN
RISER FILTER
TE ARY CONSTRUCTION
ENTRANCE
TE1OURARY CURB/YARD
INL.ET PRIITECTIa4
f MIRE BRANCH
PC F,SLIDE 86D
I
r
EX.PIPE
GF'
G,t 0y'S
THROUGHTOUT THE GRADING PROC14SS DIVERSIONS To B�_#v4AlNTAINED
INSTALL CURLED WOOD MATTING
THROUGHTQLIT ENE GRADING PROCESS
(fie detail on sheet C-5) 31 fJ 3
/ 1NSTACL CURLED WOOD MATTING /' s 1 20' RESERVE EASEMENT AS SHOWN ON MAP PC F,SLIDE BaD
(see detail on sheet C-5) a�
}
REMOVE P ER u Z
I
E Q
ES
TEMPORA _ KIM1vIER BASIN # 2
3'.63 ACP
3 I
iI
48,440 S.P. TOTAL BUILDINGS ( Q I
NOT INCODING OFFICE TE, .PEA L 3
apa �TEMPORARY DIVERSION DITCH "A" - � DIVERSIONS,"TO BE MAINTAINEC
THROUGHTOUT THE GRADING; PROCESS ; ,'�,',',', ... �? 3
\ INSTALL,CURLED WOOD MATTING TEMPORARY SILT FENCE OUTLET
�t (see detail on sheet C Z
SKIMMER
\, ----------- d 9�
Q 1� i
- $}
GW'f�f1
/, ---- - WIRES
\o,�
I
+ r
, f
GUY, I I
WIRES
I.
1 PP
X_ p
SLOPE .02 FT/FT SLOPE .022 FT/FT �, "� � j ---
5.0' 6,0' � � � I n'I; �3 2;INVII g' 0.6`INVj
v I 1
3:1
}}
.67 � I
0.48 0 � V
a
Ilk TEMPORARY SILT FENCE CUTLET
TEMPORARY DITCH SECTION A TEMPORARY DITCH SECTION B `\ ` \� \ ', .
DITCH DESIGN DITCH DESIGN �•�'` 1� y
DA=1.25 ACRES DA=1.25 ACRES ` \ t
Q2=0IA Q10=CIA Q2=CIA Q10=CIA . ��``
Q2=(.5)(5.76)(1.25) Q10={.5)(7.22)(1.25) 02=(.5)(5.76)(1.93) 010=(.5)(7.22)(1.93) ao .. I ,�
_ _ _ _ ` �?, \� �� �, TEMPORARY DIVERSION DITCH "A" • ••••• ••••• •,t. 1 ,
Q2=3.60 c.f.s. Q10=4.51 c.f.s. Q2=5.56 c.f.s. Q10 6.97 c.f.s. \ \ DIVERSIONS TO BE MAINTAINED r`• {
Q10 DISCHARGE — 4.51 c.f.s. 010 DISCHARGE — 6.97 c.f.s. \ \ THROUGH[TOUT THE GRADING PROCESS ,/'.'.'.'.' "1''. ,( SKIMMER
manning co.- .053 manning co.- .053 \ �" ,INSTALL CURLED WOOD MATTING
normal depth — 0.48 ft. normal depth — 0.67 ft. (see detail 6Tr,sheet C-5) ,1•: ;' �', �� 1
velocity — 2.66 f.p.s. velocity -- 2.66 f.p.s. v X :, ' �1 �
permissible shear — 1.55 Ib/s.f. permissible shear -- 1.55 Ib/s.f. ` \�\` ` '� xI %L iT"1�
calculated shear — 1,22 Ib./s.f. calculated shear — 0.84 Ib./s.f. \ ;`
long. slope — .02 ft/ft long. slope — .022 ft/ft
use CURLED WOOD FIBER MATTING (see details) use CURLED WOOD FIBER MATTING (see details)
I � TEMPORARY SKIMPO BASIN # 1
*1 ----- i �•, i ',
NCDWQ SLOPE STABILIZATION TABLE August4,2CS
Major Elements of DWQ Construction General Permit��
A\
24
EARTHEN -MATERIAL STOCKPILES MUST This document contains the major elements of the recentl -revised Nor'ts Carolina Divis on of Water as W ConsL-uddon \ � ti_--_---- ` �{
d y � �`� Q) \ �� �' �� TEMPORARY SILT FENCE
BE LOCATED 50' FROM S T ❑ R M DRAINS General Permit (NCGOI) with emphasis placed on those elements that differ from the pr vious permit (expiratio❑ ou August 2, ` `�, ``
AND STREAMS UNLESS N ❑ REASONABLE 2011). Since the stunmary list below cannot contain details of eve chaa e the comple e Permit should be used to assure full `\ \ `` � _ _ l I ;` g `{
unplementaiio See: http://portal.ncdenr.org/web/wq/ws/su/construction ?V
ALTERNATIVES ARE AVAILABLE
�1 %
EXISTING 6" WATER LINE
C❑NCRETE MATERIALS MUST BE
C❑NTR❑LLED TO AV❑ID CONTACT WITH
SURFACE WATERS, WETLANDS, ❑R
BUFFERS,
PR❑VIDE A C❑NTR❑LLED AREA FOR
CONCRETE WASH -DOWN, PR❑VIDE
SMALL PIT SURROUNDED BY HAYBALES
WITH LINING S❑ THAT THE WASTE
MAY BE SAFELY REMOVED FROM SITE,
DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT
�E GRADING PROCESS
_S,, •:': E".D CURLED W❑❑D MATTING FROM DIVERSI©N
ES irG BASIN TO TOE OF SLOPE
The major change iII the Permit from the previous one is The shorter
I}: C round Stabrjiaation* tunes m apply gmstabilization such as mulch wheat straw, or
grassa. ThoNC la s and rules rclaling to the Sediment Act requac,
Site -area
Stabilization
Stabilization Time
Descri Lion
Time Frame
Frame Exceptions
• Perimeter dikes,
swale5; ditches
7 days
None
and sla ._
" High Quality
Wxier(HQ W)
7 days
None
Zones
If slopes use 10' or
• Slopes steeper
7 days
y
less in length and are
than 3:1
not steeper than 2: 1,
14 days are allowed.
• Slopes 3.1 or
7-days for slopes
flflatter14
days
gmafertbara 50 feat
in length
• All other areas
None
with slopes flatter
14 days
(CxCtpt for
than 4 : I
perimeters and
PI W Zones
' `Extensions cftime ;nay be approved by the permitting authority
based on weather Dr other site -specific conditions that make compliant
impraoticable." (Section 113(2)(b))
in most places, grou id stabilization within 21 days. Based ou the new
EPA requirements a ad 9-months' work with e. permit advisory group,
G1'AG,1hr Division and EPA-develGped perout, now contains
requirements far grc rmd cover within 14, and in some plows, 7 days.
2) Bailoing 4V
handling
• No paint orlhquidwastes
in stream or storm drains
• Dedzcatetl
oas for demolition, construction and other
' wastes m
be located 50' from s+.arm drains and streams
unless no r
asanable alternatives available.
• Earthen-
al stockpiles must be located 50' from storm
drains and 4tcams
unless no reasonable alternatives
available. I
• Conorete mk±rrials
must be controlled to avoid contact with
surface wa
s, wetlands, or buuers. I
1,3) Dischargesto ,ederslij-lrstedwaters
• Rzquiremri Its are the same as in previous pr=t.
• 'The pc=r t allows reduction from, thz 20 acre min3miu., i
the Directo ofDWQ det;.tmines that other BWs provide
equivalent jrotection. ^
�aW/v
k°PP
TEMPORARY SILT FENCE
��-
PROPOSED PYLON SIGN �� y
396.6'I
Y � �
1 r
PP
EX.EIS
TBM 399.49'(NAVD88)
SITE DATA
TOTAL LOT SIZE
158,123 S.F. 3.63 ACRES
ZONE
COMMERCIAL
EXISTING USE
UNDEVELOPED
PROPOSED USE
SELF STORAGE
PROPOSED BUILDING SIZE
6 BUILDINGS 48,440 S.F.
PROPOSED BUILDING HEIGHT
1 STORY 12.0'
PARKING REQUIRED (1 /200
S.F. OFFICE 845) 5 SPACES
PARKING PROPOSED ( INCL.
1 HC. ) 5 SPACES
VEHICULAR USE AREA
56,576 S.F.
IMPERVIOUS AREA
110,821 S.F. 70.0%
LANDSCAPE AREA
47,302 S•F, 30.0%
DENUDED AREA
141,570 S.F. 3.25 AC.,
HARNETT COUNTY P,I.N.
9565-79-6200.000
OWNER
BNS DEVELOPMENT, LLC.
P.O.BOX 727
DUNN, N. C. 28335
DEVELOPER
FRANKLIN McLEOD
P.O.BOX 569
WAKE FOREST, N. C. 27588
[phone]
NOTES
1, BOUNDARY AND TOP❑GRAPHIC INFORMATION TAKEN FROM MAP PREPARED BY 13ENNETT SURVEYORS AND
DATED 4/13/2011,
2, ALL CONSTRUCTI❑N SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT HARNETT COUNTY STANDARDS,
SPECIFICATIONS AND DETAILS.
3, CDNTRACTDR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE PLANS,
4, ALL DIMENSI❑NS AND STAKING POINT LOCATIONS ARE TO BACK ❑F CURB UNLESS OTHERWISE NOTED,
5, ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH THE HARNETT COUNTY ZONING
AND SETBACK REQUIREMENTS SHALL BE IMMEDIATELY REPORTED TO THE LANDSCAPE ARCHITECT FDR ADJUSTMENT
6, LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE, CONTRACTOR SHALL VERIFY
THE LOCATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME,
7, CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR
THE PR❑TECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE.
S. CONTRACTOR SHALL PAINT SYMBOLS, INSTALL SIGNS AND CONSTRUCT NECESSARY RAMPS, AS PER THE NORTH
CAROLINA STATE BUILDING CODE, FOR ALL HANDICAP PARKING SPACES AS NOTED ON PLAN.
9, CONTRACTOR SHALL DELINEATE PARKING SPACE LINES, HANDICAP SYMBOLS, DIRECTIONAL ARROWS, LANE
MARKINGS, 'STOP' MESSAGES, ETC„ AS SHOWN ON THE PLANS WITH TRAFFIC MARKING PAINT ACCORDING TO
THE MANUFACTURER'S SPECIFICATIDNS, USE WHITE PAINT,
10. CALL NORTH CAROLINA ONE CALL CENTER @ 1-800-632-•4949 BEFORE DIGGING.
11, DENUDED AREA IS 3.25 ACRES.
12. THIS SITE IS NOT WITHIN A 100 YEAR FL❑❑DWAY FRINGE AREA.
13, SITE MUST BE STABILIZED AND SEEDED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY,
14. NO OUTSIDE STORAGE SHALL BE PERMITTED EXCEPT AS PROVIDED BELOW.
OUTDOOR STORAGE OF BOATS, VEHICLES (INCLUDING M❑TDRCYCLES) AND RECREATIONAL VEHICLES IN
DESIGNATED SPACES SHALL MEET THE FOLLOWING REQUIREMENTS,
ONE (1) OUTDOOR STORAGE SPACE PER EVERY FIVE (5) INDOOR STORAGE UNITS,
OUTDOOR STORAGE SPACES SHALL BE LOCATED AT THE REAR OF THE SITE.
15. THE STORAGE OF HAZARDOUS, TOXIC OR EXPL❑SIVE SUBSTANCES SHALL BE PROHIBITED.
16, NO BUSINESS ACTIVITY SHALL BE CONDUCTED WITHIN THE STORAGE UNITS.
17, CERTIFICATION FROM NCDOT THAT ALL DRIVEWAY PERMITS HAVE RECEIVED APPRLIVAL.
18. COPIES OF ANY OTHER APPROVED STATE & FEDERAL. PERMITS RECEIVED,
19. A TRASH DUMPSTER WILL NOT BE PROVIDED ON THIS SITE.
20. THIS SITE WILL USE PUBLIC WATER AND A PRIVATE SEPTIC SYSTEM,
21, PARKING AND LANDSCAPE AREA WILL BE PERMANENTLY MAINTAINED BY THE OWNER/DEVELOPER,
22, OUTDOOR STORAGE SHALL BE DESIGNATED ON THE SITE PLAN AS SUCH, SHALL BE LIMITED TO 25% OF THE
TOTAL SITE AREA ANS SHALL NOT BE VISIBLE FROM ADJACENT RIGHTS -OF -WAY,
N
7
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�
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U
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O
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DATE MAY 1 6,1 1
SCALE 1 "=40'
DRAWN BTB
JOB NO.
REVISIONS
10-10-11 HTH LOWER GRADES
+— 12•
1-30-12 BT6 ADJUST GRADES
& STEP DOWN LOCATIONS
SHEET
C-2b

rs
r ,
40 0 40 80 120
GRAPHIC SCALE — FEET 1 " = 40'
VICINITY MAP
LEGEND
LINES NOT SURVEYED ---•-----------
I LINES SURVEYED
I 17
EIP------EXISTING IRON PIPE
ECM - - - - -- EXISTING CONCRETE MONUMENT \ \\
EIS -------EXISTING IRON STAKE MIRE BRANCH
EPKN---•---EXISTING P.K.11i PC F,SLIDE 30D
} ELS----------EXISTING LIGHTWOOD STAKE
NIS--NEW IRON STAKE NIP --NEW IRON PIPE \ \ RANDAL L. KRUEGER
PKNS------P.K.NAIL SET \ \ DB. 2520, PG. 0211
ERRS -------EXISTING RAILROAD SPIKE \Ant
PIN 9565-79-3451.000
NRRS-------NEW RAILROAD SPIKE.4JNV. ZONE RA 20R
LMP.`------EXISTING MAGNETIC NAIL \
NMN------NEW MAGNETIC NAIL \ \03'1V.
ECS------EXISTING COTTON SPINDLE
NCS------NEW COTTON SPINDLE
EIP/EIS•---(CONTROL CORNERS)
ECM /PKN/ECS (CONTROL CORNERS) \
C/L--CENTER LINE N/F--NOW OR FORMALLY
CP--CALCULATED POINT \ \
CD&D--CHORD BEARING AND DISTANCE
D.E.---DRAINAGE EASEMENIi -RIGHT OF WAY \
I EX. -----EXISTING AC.--- ACRES
' W/V----WATER VALVE
PIP ----POWER POLE \
LP ----LIGHT POLE \ \
Si SERVICE POLE \
GEED REFERENCE DEED BOOK 2082,PAGE 554 4-
MAP REFERENCE MAP PLAT CAB. D,SLIDE 5—C
PARCEL 10:099566 0001 40 PROVIDE 54 LF. 18" RCP 0 -
1%
F:N 9565-79-6200.000 iNV ur-40e.6
tJ JDERG}20UND UTILITIES OBSERVED WERE TELEPHONE AND WATERMAINS
OVERHEAD UTILITIES WERE POWER LINES
ti00UT IS TO BE NOTIFIED BEFORE ANY GRADING
RM-20
\
NPH-tso
EXISTING 6" WATER LINE -
COUNTRYSIDE PRESBYTERIAN CHURCH
Di 1882, PG. 781
PIN 9565-79-0149,000
ZONE RA 20R
HC SPAA W/R7-8a SIGN
& WH OPS. 2% CROSS
SLOPE IN "KING AREA
2
16 J
MARIA M. DOWNING
DB. 2608, PG. 0378
PIN 9565-79-4632.000
ZONE RA 20R
\ 1
1
15
MIRE BRANCH
PC F,SLIDE 86D
LOUIS H, SUTTON
Di 0995, PG. 0500
I PIN 9565-79-5596,000
I ZONE RA 20R
EX.PIPE
•A 9`)
Ali
/I
/
/
/
/
/
SI:LNi FENCE
/ NPH-12
OUTDOOR STORAGE
AREA
\\ OFFICE
765 S F
KEYPAD
GATE
PHASE }
6,600 S,F. /
1
PLANT LIST
SYMBOL BOTANICAL NAME
COMMON _NAME
SIZE
QUANTITY
RM
ACER RUBRUM "OCTOBER GLORY"
OCTOBER GLORY RED MAPLE
2" CAL. 36
JC
CRYPTOMERIA JAPONICA
JAPANESE CEDAR
2" CAL. 11
NPH
ILEX CORNUTA "NEEDLEPOINT"
NEEDLEPOINT CHINESE HOLLY
24A HT. 352
WM
MYRICA CERIFERA
WAX MYRTLE
24" HT. 90
\\ 14 I
SEAN B. SHULTIS
DB. 1725, PG, 0419
PIN 9565-79-7579,000
ZONE RA 2DR
3
� 1
� l
BU+LOINO 6 � ti
PHASE 3 3
5,600 S.F.
! 399.6IN
5
2 c r ' LO
S.F. 17 99 2' I N
p R OVE POWER U E PROVIDE 20' GATE FOR FIRE TRUCK
f ( f 3 EMERGENCY ENTRANCE
0 1r
ELECTRIC ! I I
METER BASE
3 3 l
26' RESERVE EASEMENT AS SHOWN ON MAP PC F,SLIDE 88D
RE OWER LINE i r 11
EXPANSION I I 1 I f 3
f CENTRAL ELECTRIC MEMBERSHIP
\ 3.63 A S' BUILDING
BUILDING j l W I DB, 0846, PG. 0929
TOTAL
\ 48,440 S.F. TOTAL BU S 16,840 S.F. Q l PIN 9565-89-1340.0�10
\ OT INCLUDING OFFICE i .I PEST L r 3 ZONE RA 20R
PHASE 2 + ' N
J \10.240f \ S.F. k _
LLI
IN SN
�I 3
PHASE 1 LP
0,000 S.F. F
BUILDING 3
\
y� x
FOR OFFICE � L`13
\ \ \41' 732 S.F,
♦ \ \ y �� iGW _I CENTRAL ELECTRIC MEMBERSHIP
♦ \ 4- \ \ 6' CHANUNK FENCE I I DB. 0429, PG. 044
� \ Bu+LDrNG 2
♦ T� ��� \
\� \ k
\ \ PHASE
\ 3,200 S.F.
�\ \ BUILDING I
41
\ I �
6' cH,uNuNK FENCE � \
\ r
41
\ r
i
w � r
r
\ w
ELLEN FERRELL CAMERON `
DB, 2246, PG. 0190
PIN 9b65-68-0986.000
ZONE RA 20R
I PIN 9565-79-92-50.000
I I I ZONE RA 20R
_4 I
GU l wl I A PP
36'-18' RCP i � Ij �'� 3 2. '1 0.6'INV/
O OJX
r 41
OP 397.4 -,
r
r ENV 9 6
y,
r , r
X ` 4'
r „
r .
Ii
BIORETE ON IN
10,180 S.F.
x
/7.6 t
x
t,
,
,
w
PROPOSED PYLON SIGN
MICHAEL W. BARBOUR
De. 1092, PG. 0587
PIN 9565-78-6786.000
ZONE RA 20R
4 � g
4 �
cy—�
I 1 I
I 1
co N`
q� JOHN JOSEPH LEMIRE & OTHERS
m l DB. 1230, PG. 0884
PIN 9565-99-1454.000
f ZONE RA 20R
ilk
i � Z
' I
W/V I 4 I x
of
Y
L7
�z
EX.EIS
i TBM 399.49'(NAVD88}
396.6'1 f EXISTING FIRE HYDRANT
I I I 706' FROM CENTERLINE OF INTERSECTION
� 1
1 E
PIP
REMARKS
�'MIN.HT.B.&B.
r3' MIN. HT. B. & B.
24" MIN. HT. CONT.
24" MIN. HT. CONT,
PLANTING NOTES & SPECIEICATIENS
L ALL TREES AND SHRUBS HAVE BEEN LOCATED WITH RESPECT TO PROPOSED DR EXISTING FACILITIES.
2, VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT LIST SHALL BE THE RESPONSIBILITY
OF THE LANDSCAPE CONTRACTOR,
3, ALL TREES, SHRUBS AND OTHER PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED
BY THE AMERICAN ASSOCIATIDN OF NURSERYMEN,
4, ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
5, PRUNING - THIN BRANCHES AND FOLIAGE OF DECIDUOUS TREES (NOT ALL END TIPS) BY 1/3,
RETAINING NATURAL PLANT SHAPE, NEVER CUT A LEADER.
6, ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE TO PREVIOUS
EXISTING GRADE, PLANT ALL AZALEAS AND RHODODENDRON WITH 1/3 OF ROOT BALL ABOVE
GRADE.
7, ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING,
8, MULCH ALL DISTURBED AREAS AND PLANT BEDS WITH 3' OF CLEAN PINE NEEDLES,
9, ALL ABOVE GROUND UTILITY DEVICES TO BE SCREENED WITH NEEDLEPOINT HOLLIES OR EQUAL EVERGREEN.
BY THE LANDSCAPE CONTRACTOR,
,c w ;
o S 5
FORD SAUCER WITH
3" CONTINUOUS RIM 1 3" MULCH
+INIIiINI '/��
I!
.SPECIFIED PLANTING iIII �t_
Tmix
O TAM
RE AIR
PP -1 �lI �-
POCKETS
III—III1 -
SHRUB PANTING
SCALE: NOT TO SCALE
PRUNE LOWER BRANCHES OF
TREE BACK TO MAIN TRUNK
SO THAT REMAINING HEAD
IS APPROX. 1/2 OF TOTAL TREE
HEIGHT
- PLANT SO THAT TOP OF ROOT
SALL IS EVEN WITH THE
FINISHED GRADE
• PAINT ALL CUTS OVER I" DIA.
FLAG GUYING WIRES WITH
SURVEYOR TAPE
RUBBER HOSE 1' DIA.
a
GUYING WIRES 2 STRAND TWIST
12 GUAGE WIRE OR
cJi
1/4' NYLON CORD
❑
ti
MIN.
PINE E
Y
FORir{
g
AIULC
OF BARK w
GLEAR a
3 2"X4"X24" PRESS TREATED r SAUCER
6" FRO
LINK
STAKES - TOP OF STAKE j
6" ABOVE GROUND
PLANTING MIX , 1 PART
-
COMPOST W/5 PARTS
EXISTING SOIL
-
WATER k TAMP TO
REMOVE AIR POCKETS
_
ALLOW THIN LAYER OF
'
SOIL TO COVER BALL
NOTE:
UNTIE STRING &
2 X BALL Di A.
PEAL BACK BURLAP
STAKING AS REQUIRED
FROM BALL
TREE PLANTING —
GUY
WIRES
SCALE; NOT TO SCALE
OWNER ACKNOWLEDGEMENT CERTIFICATION/SIGNATURE
AS THE OWNER OF RECORD,I (OR AS AGENT) HEREBY FORMALLY CON NT TO THE
PROPOSED DEVELOPMENT SHOWN ON THIS SIT PLAN D ALL R �UL�ION AND
REQUIREMEE�NTS1 OF THE HARNETT COUNTY 0 I A ..
DATE SIGNATURE
Lcr
L_
q
ca
00
cn
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ar
7
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0
0
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U
W
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d
DATE MAY 1 6,1 1
SCALE 1 "=40'
DRAWN BT6
,SOB NO,
REVISIONS
10-10-11 BIB LOWER GRADES
+— 12'
1-30-12 BTB ADJUST GRADES
ri STEP DOWN LOCATIONS
SHEET
c 3

M
00
a
z
F-
0
z
CD
VICINITY MAP
40 0 40 80 120
GRAPHIC SCALE — FEET 1 " = 40'
LINES NOT SURVEYED --------------
LINES SURVEYED
EIP-------EXISTING IRON PIPE 17
ECM ------EXISTING CONCRETE MONUMENT \ ��
EIS ------EXISTING IRON STAKE \ MIRE BRANCH
EPKN-------EXISTING P.K.NAIL PC F,SLIDE 30D
ELS------EXISTING LIGHTWOOD STAKE
NIS--NEW IRON STAKE NIP ---NEW IRON PIPE RANDAL L. KRUEGER
PKNS------P.K.NAIL SET � \ DB. 2520, PG. 0211
ERRS ------EXISTING RAILROAD SPIKE PIN 9565-79-3451.000
NRRS------NEW RAILROAD SPIKE 40'9.4.INV. ZONE RA 20R
EMN - - - - -- EXISTING MAGNETIC NAIL \
NMN------NEW MAGNETIC NAIL � \
ECS-------EXISTING COTTON SPINDLE 40 .3'INV.
NCS------NEW COTTON SPINDLE �` \
EIP/EIS---(CONTROL CORNERS) �y
ECM/PKN/ECS (CONTROL CORNERS) \ ``
C/L--CENTER LINE N/F--NOW OR FORMALLY \ Nk5
CP--CALCULATED POINT \ 5
CB&D--CHORD BEARING AND DISTANCE
D.E.---DRAINAGE EASEMENIR/W--RIGHT OF WAY
EX. -----EXISTING AC.--- ACRES �� \ \ �9�F ,g �i� 3 SP Es
IL
W/V----WATER VALVE EIS
` \ \ HC SPACE W/R7-8a SIGN
PP ----POWER POLE & WH CPS, 2% CROSS
LP SLOPE IN Pp4RKING AREA
----LIGHT POLE \ \ \
SP-- SERVICE POLE \ \ l
DEED REFERENCE DEED BOOK 2082,PAGE 554 �s is \'4
2 S
MAP REFERENCE MAP PLAT CAB. D,SLIDE 5-C
PARCEL ID:099556 C001 40 PROVIDE 54 L.F. 18" RCP 6 \ d,
ix \
PIN 9565-79-6200.000 INV.OUT-4.0
INIV.UT-405.fi
UNDERGROUND UTILITIES OBSERVED WERE TELEPHONE AND WATERMAINS
OVERHEAD UTILITIES WERE POWER LINES \
NOGUT IS TO BE NOTIFIED BEFORE ANY GRADING ` \
PROVDE 6' FIRE HYDRANT ASSEMBLY \ \
w/6 GV
PROVIDE 3/4' WATER TAP BY `\ \
CONTRACTOR
PROVIDE 3/4' WATER METER W/GATE
VALVE
PROVIDE 3/4' WATER LINE
\EXISTING 6' WATER LINE
\ OFFICE
766 S.F.
16 1
r
MARIA M. DOWNING
DB. 2608, PG. 0378
PIN 9565-79-4632.000
ZONE RA 20R
� r
1
15
MIRE BRANCH
PC F,SLIDE 86D
LOUIS H. SUTTON
DB. 0995, PG. 0500
PIN 9565-79-5596.00
ZONE RA 20R
EX.PIPE
6' CHAINUNK FE
NIS
1 F,`I'�!' • N�` ice/ \��
i Ae
i
EIS
i
i
i
i
i
�UNK FENCE
OUTDOOR STORAGE
AREA
KEYPAD
GATE
SEPTIC TANK &
\ IFICATION FIELD
PHASE 1
6,600 S.F
PHASES
3 PHASES
PHASE 1 -- 3 BUILDINGS — 23,565 S.F.
PHASE 2 — 2 BUILDINGS — 20,040 S.F.
PHASE 3 — 1 BUILDING — 5,600 S.F.
a
1
SEAN B. SHULTIS
DB. 1725, PG. 0419 / 1
PIN 9565-79-7579.000 3
ZONE RA 20R I
� l I
3
S 3
I
3
� 1
BUIUDiNG 6 \ I 1
PHASE 3
5.600 S.F. EIS I .�
1
1
399.61N , I
If i0-
Atl (I/ ? 99 2'INV
V REMOVE POWER LINE I 3
7 1
ELECTRIC
METER BASE
/ 3L 3 t
— PROVIDE 20' GATE FOR FIRE TRUCK
EMERGENCY ENTRANCE
— PROVIDE 6" FIRE HYDRANT ASSEMBIY
W/6' GV
N / f ; 3 3
jj + 20' RESERVE EASEMENT AS SHOWN ON MAP PC F,SUDE 860
C OUR FIREWAU
OHBE CONSTRUCTE T.% RE OWER LJNEPRIOR TO
ff I f 1
/ EXPANSION PHASE 2
3.6 3 A S / BUILDING a i I f f a CENTRAL ELECTRIC MEMBERSHIP
TOTAL BUILDING f I 1 DB. 0846, PG. 0929
48,440 S.F. TOTAL BU S 1s,eaG S.F. f q I PIN 9565-89-1340.000
OT INCLUDING OFFICE ' T .PEST L 3 ZONE RA 20R
PHASE 2
I
El
10,240 S.F.
I i
N
�
3
I3
f
LIP
9I
Z
a
I
3
PHASE ,
wl
13
9.000 S.F.
I
p I H
II
BUILDING 3co
\\ \\ EPTIC , I I b LdOm
yy
\ \ \\4,7 S.F. \ \ I I t D
COUNTRYSIDE PRESBYTERIAN CHI;!GU RCH ` \` \ ^ I - ICENTRAL
DB. 1882, PG. 781 \ \ \!y �` �\ I \ `�� I �_ � } DB. 0429E PG. 0144MEM6ERSHIP
I
PIN 9565-79-0149.000 � \ \ / \ 6' CHAINLINK FENCE I � I � � I PIN 5 9250,000
ZONE RA 20R ZONE RA 20R
\ \\ \ \
PHME 1 '1k�
4,000 S.F.
\ \ \\ \ BUILDING 2 IMP
GU I 4
Wl 4 I /j(�/ PP
\ \ 3 o."Pip
RCP I ;' I 3 2. 1 /
3HASE S.F. / OP 397.4
\ INv 9 6
BUILDING 1
♦ \ ' 1} I
x I,
(0,
\4- ♦♦ \\ / 1i''
\ \\ 4 1
_l6• CHAfNLINK FENCE
• , I x�
l �
BIORETE ON IN
fff \ 10,180 S.F. + 1 JOHN JOSEPH LEMIRE & OTHERS
w 4� r , DB. 1230, PG. 0884
xZs 1 'L1 I PIN 9565-99- 1454.000
♦ \ \ x . ZONE RA 20R
I
,
w
` s'wq------; `{ �\ N.
1
ELLEN FERRELL CAMERON \ \ �` �\ 395.7'lN /V I
DB, 2246, PG. 0190 5
PIN 9565-68--0986.000 \'lk/ `\ �W� f� W/V
ZONE RA 20R
- CL
T^
5
— - PROPOSED PYLON SIGN
MICHAEL W. BARBOUR
DB. 1092, PG. 0587
PIN 9565--78-6786.000
ZONE RA 20R
I
lk
,396.� �Z
EX.EIS
TBM 399.49'(NAVD88)
EXISTING FIRE HYDRANT
l 706' FROM CENTERLINE OF INTERSECTION
`x I
l I
i
I
SITE DATA
I U I /AL- L-U I SILL
1 tb,11.5 S.I-. 3.63 ACRES
ZONE
COMMERCIAL
EXISTING USE
UNDEVELOPED
PROPOSED USE
SELF STORAGE
PROPOSED BUILDING SIZE
6 BUILDINGS 48,440 S.F.
PROPOSED BUILDING HEIGHT
1 STORY 12.0'
PARKING REQUIRED (1/200
S.F. OFFICE 845) 5 SPACES
PARKING PROPOSED ( INCL.
1 HC. ) 5 SPACES
VEHICULAR USE AREA
56,576 S.F.
IMPERVIOUS AREA
110,821 S.F. 70.0%
LANDSCAPE AREA
47,302 S.F. 30.0%
DENUDED AREA
141,570 S.F. 3.25 AC.
HARNETT COUNTY P.I.N.
9565-79-6200.000
OWNER
BNS DEVELOPMENT, LLC.
P.O. BOX 727
DUNN, N. C. 28335
DEVELOPER
FRANKLIN McLEOD
P.O. BOX 569
WAKE FOREST, N. C. 27588
[phone]
N11TES
1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM MAP PREPARED BY BENNETT SURVEYORS AND
DATED 4/13/2011,
2 ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT HARNETT COUNTY STANDARDS,
SPECIFICATIONS AND DETAILS.
3, CONTRACTOR SHALL SECURE ALL. NECESSARY PERMITS FOR C❑NSTRUCTION SHOWN ON THESE PLANS,
4 ALL DIMENSIONS AND STAKING POINT LOCATIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED,
5 ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH THE HARNETT COUNTY ZONING
AND SETBACK REQUIREMENTS SHALL BE IMMEDIATELY REPORTED TO THE LANDSCAPE ARCHITECT FOR ADJUSTMENT
6 LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY
THE LOCATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME.
7, CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR
THE PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE.
B, CONTRACTOR SHALL PAINT SYMBOLS, INSTALL SIGNS AND CONSTRUCT NECESSARY RAMPS, AS PER THE NORTH
CAROLINA STATE BUILDING CODE, FOR ALL HANDICAP PARKING SPACES AS NOTED ON PLAN.
9, CONTRACTOR SHALL DELINEATE PARKING SPACE LINES, HANDICAP SYMBOLS, DIRECTIONAL ARROWS, LANE
MARKINGS, 'STOP' MESSAGES, ETC„ AS SHOWN ON THE PLANS WITH TRAFFIC MARKING PAINT ACCORDING TO
THE MANUFACTURER'S SPECIFICATI❑NS. USE WHITE PAINT.
10, CALL NORTH CAROLINA ONE CALL CENTER Q 1-800-632-4949 BEFORE DIGGING.
11. DENUDED AREA IS 3.25 ACRES.
12, THIS SITE IS NOT WITHIN A 100 YEAR FLOODWAY FRINGE AREA.
13, SITE MUST BE STABILIZED AND SEEDED PRI❑R TO ISSUANCE OF CERTIFICATE OF OCCUPANCY,
14, NO ❑UTSIDE STORAGE SHALL BE PERMITTED EXCEPT AS PROVIDED BELOW.
OUTDOOR STORAGE OF BOATS, VEHICLES (INCLUDING MOTORCYCLES) AND RECREATIONAL VEHICLES IN
DESIGNATED SPACES SHALL MEET THE FOLL❑WING REQUIREMENTS=
ONE (1) OUTDOOR STORAGE SPACE PER EVERY FIVE (5) IND❑OR STORAGE UNITS,
OUTDOOR STORAGE SPACES SHALL BE LOCATED AT THE REAR OF THE SITE,
15. THE STORAGE OF HAZARDOUS, T❑XIC OR EXPL❑SIVE SUBSTANCES SHALL BE PROHIBITED,
16. NO BUSINESS ACTIVITY SHALL BE CONDUCTED WITHIN THE STORAGE UNITS,
17. CERTIFICATION FROM NCDOT THAT ALL DRIVEWAY PERMITS HAVE RECEIVED APPROVAL,
IS. COPIES OF ANY OTHER APPROVED STATE a FEDERAL PERMITS RECEIVED.
19, A TRASH DUMPSTER WILL NOT BE PROVIDED ON THIS SITE,
20, THIS SITE WILL USE PUBLIC WATER AND A PRIVATE SEPTIC SYSTEM,
21, PARKING AND LANDSCAPE AREA WILL BE PERMANENTLY MAINTAINED BY THE OWNER/DEVELOPER,
22. OUTDOOR STORAGE SHALL BE DESIGNATED ON THE SITE PLAN AS SUCH, SHALL BE LIMITED TO 25Z OF THE
TOTAL SITE AREA ANS SHALL NOT BE VISIBLE FROM ADJACENT RIGHTS -OF -WAY.
OWNER ACKNOWLEDGEMENT CERTIFICATION/SIGNATURE
AS THE OWNER OF RECORD, I (OR AS AGENT) HEREBY 0 MALLY CONSENT TO THE
PROPOSED DEVELOPMENT SHOWN ON THIS SIT PLAN ALL RRE ULAT ONS AND
REQUIREMENTS OF THE HARNETT COUNTY OR IN
1
DATE ER GENT SIGNATURE
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DATE MAY 16,1 1
SCALE 1"— 40'
DRAWN BTB
JOB NO.
REVISIONS
10-10-11 BTB LOWER GRADES
+- 12-
1-30-12 BTB ADJUST GRADES
& STEP DOWN LOCATIONS
SHEET
C-4

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d' PAR,
VARIAD4.E AS DIRECTS. BY ME E1J(aNEER
N. 1) CA.
LINE 'MRES
I
FRONT VIEW
I i
I
STEEL POST
"0", I yrRE FABRIC
SILT FENCE GEDTEXTILE FABRIC
j?FIE:
I -_SE 'ALT FENCE ONLY fA-IE?i DRNNAGE : EA
I 7 NOT D(F£ED 1; ♦ ;. J:E AND NE'rLR ;N FILL $LOPE
'ii,EnREAS OF xwx)A'ci..TE; 'L-JYI
- CF :..- FENCE NEEDS To BE T',RNEi JPHILL, „*•4.. .
/yr - 5RADL
s' MIN cwy
OVER 9(IRT
ANCHOR SKIRT As
DIRECTED BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
j
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DEVICE EMERGENCY
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ElA6AHK�ENT
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_E AA'IRI'.0 I EMERGENCY SPILLWAY
zol,E EMERGENCY
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FL-R. vgBRF--
�G55—SECTION 'I-','d
I
TL4:�'J'�AFr SEDIUENT BASN
• .w'IL<h�Y, RA-EZOOIAL SPi-oAY WIT}. I4PER4EABLE
1Ai:A+HH ANE
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rl1Al,N VIA E: 1800 CUBIC FEET PER ACRE OF DiSTURBE➢ AREA
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`I U'
2 F%ET CITY OF RALEIGH
A. LF uTTRING Jx: sL(IUTALr+ PUBLIC WORKS DEPARTTIIENT
M: ti_u.rN (;>. JiATLRINC TEAS 24 H@.IRS
i RAr`:=S ^E:'. IRLD 3 BAFFLES
_IL LESS THAN 3 YEARS REVISIONS DAIS: 1/11/D7 DRA ar r}DF
SKIMMER SEDIMENT
jl BASIN
STD. # 40.36
I
i
q 57 WASHED STONE PLACED TO A
HEIGHT OF `2 18� MEN. ABOVE
---� '.OF OF BCX
"TCH BASIN/YARD INLET PROTECTION
l
2-1/2 GA,
IEDIAIE
GRADE
• FOR REPAIR CF SILT
FETMCE FAILURES, USE
No, 57 WASHED S70NE
FOR ANCHOR YMEN SILT
FENCE IS PROTECTING
CATCH BASIN.
z' 1JIN - MIN
PACIFD
STEEP CUT OR FILL SLOPES �*
�L 2:1 SLOP (MAX)
VAR
QRQSS SECTION i ER0570ON O*TRM
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UPSLOPE TOE POSITIYE GRADE 1.0% MAX.
N
SIDE SLOPES
2 : 1 (MAX.)
�STEEPCUT OR FILL SLOPE
PLAN VIEW
DIVERSION DITCH 9
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CITY OF RALEIGH
�i
PUBLIC WXKS DEPARTMENT
f5 n
REWRCAS DATE 7 f 7 LWAWN Err.,
K
SKIMMER SEDIMENT
BASIN
STD. # 40.36
'-ANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED
HARDWAHD WARE
EXTENDS TO
TOP OF BOX
PLAN VIEW
PREVENT
FENCE AND FABRIC
BURIED IN CEi
STEEL POST
6" X6" TRENCH,
BACKFILLED AND
COMPACTED
SECTION VL£W AT OPEN-WG
A
COUNT
CILTiI!'ARpiJN
STANDARD
EFFECTIVE,: 01/31)08
I
NOTES:
1. BAFFLE. MATERIAf
LD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OENCHING AS FOR SILT PENCE.
2. MOST OF THE SEMU ACCUTALT ATE IN THE I ST BAY,
WHICH SHOULD ILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLTWO IF LESS THAN 29 FEET LN LENGTH). PROVIrir
S BAFFLES FOR DE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL B2 COIREROSIONBLANKET.
S. TOPS OP BAFFLESD BE 21NCHES LOWER THAN THE TOP OF THE BERLMS
6. INSPECT BAFFLEPAIR ONCE A WEEK AND AFTER EACH RAINFALI .
aOSS SECTION
i PORTPM
24• OBO'I70M
R SIDE
COiR MESH f
TRF:NCHFD
BAFFLES DETAIL
ED OR
SIDE
100' MIN.
NOTES:
",J
BUT SUFFICIENT TO KEEP
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
SEDIMENT ON SITE
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
•
2, IF CONSTRUCTION ON THE SITES ARE SUCH THAT
'. :.:�':•rti•;:'!;'0 .�:','',�:°:`�`^
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
25' OR WIDTH OF
ING OVER THE STONE, THEN THE TIRES OF THE
EXISTING
•''r`'h SURGE STONE OR RAILROAD'
(
PROPOSED STREET,
VEHICLES MUST BE WASHED BEFORE ENTERING THE
ROADWAY
9ALLA5T) : ;.,',:.'-Y{"a„t:�i^`,'
WHICHEVER IS
PUBLIC ROAD.
GREATER.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
�.
WILL CLEAN THE AREA AND IVOICE THE{ NCIALLY
RE PONLE PERSON AS INDICATEDDICATED ON THEA BFINANCIAL
RESPDNSIBJLITY FORM•
PLAN
86' MIN. 16' MIN. NEW CONSTRUCTION
EXISTING ROADWAY
6' MIN. 1z' MIN.
FABRIC UNDER STONE
REVISIONS
DATE 1 DESCRIPTC :BOSS SECTION
CONSTRUCTION ENTRANCE 7
— `IZONEXTRA
] JUTE ESH & C01R OF OPE
BLANKET ATTACH
To Posts 1+jIT}! s LHORIzorITAI
OF WIRE OR NYLON C CTORS WRED SECT
POSTS
BAFFLE INSTALLATION — S1
1, DRIVE STEEL FENCE POST AT LEAST 1e" INTO
SOLID GROUND
2. Wi0OD POSTS ARE NOT ACCEPTABLE
3, USE STAPLES 1' APART TO ATTACH FABRIC PERSEECTIVE VIEW FENCE AND FABRIC i
TO 'HOG HARE" BURIED IN TRENCH
Top OF BAFFLE SHOULD BE 6"
4. 3 BAFFLES SPACED EQUAL DISTANCE, HIGHER THAN THE BOTTOM OF
USE POROUS BAFFLES, COMPOSED OF \ THE SPILLWAY
NETTING WITH GOER BOTTOM OF BNIN%xe"TRENCH,EROStDN BLANKET TRENCH AND BACKFILLEO AND Do
FILLED WITH COMPACTED
COMPACTED
REVISIONS
DATE DESCRIPTION SECTION AT OPENING
F T ATI —STEP 2
POROUS BAFFLE INSTALLATION 3C
4' Ih
FENCE
{
I
fSAT
I
1
T SILT FENIX
}eXT # AT LEAS'
"
AHED. -1f TDP
FRONT
VIEW
MIRY vM FENCE.
TER FAiai,
STEEL FE711E
�7�Ey FEND AP"•-T
D�Tr�W TRE�ts'uI
tRR »Ira �_,,
WERE
Gm"
wnwmm CLOTH
FILM rT
WASHED STOW
3- FILTER FABRIC
nN GROUND
b
NOTES:
a a2,
aARS
1. REMOVE SEDIMENT
WHEN HALF OF STONE OUTLET IS COVERED.
ao
REPLACE STONE
AS NEEDED TO ENSURE DEWATERING,
\.1
BURY WIRE F04CE AND iWOWARE aQfH
W OF UPPExR . tr
MTER FAMM tN TRENCH
AK
SECTI❑N VIEW
COU.�TY
.'OATH CILFULIN.
STANDARD SILT FENCE OUTLET
EFFECTIVE', C113PO8
TEMPORARY SEEDING SPECIFICATIONS
BETWEEN MAY 1 AND AUGUST 15, ADD 40 LB./AC. GERMAN MILLET. PRIOR TO MAY 1
OR AFTER AUGUST 15, ADD 120 LB/ACRE RYE (GRAIN).
SOIL AMENDMENTS
APPLY LIME AND. FERTILIZER ACCORDING TO TESTS, OR APPLY 2.000 LB/AC GROUND
AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZER,
MULCH
APPLY 4,000 LB/AC GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING.
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES,
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
PI-RMANENT SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES RATE (LBS/AC)
TA-L FESCUE 250
sERICEA LESPEDEZA 30
K(,BE LESPEDEZA 10
PENSACOLA BAHIAGRASS 50
SEEDING NOTES
1, FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED.
2, ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/AC,
3, WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE
NtiRSE PLANTS
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/AC GERMAN MILLET OR 15 LB/AC
St,DANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/AC RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB, 15 - APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SCIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000
LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/AC RYE
(GRAIN),
MLLCH
AFDLY 4,000 LB/AC GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
'A LCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY
CRIMPING 'AITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE THE SECOND YEAR,
ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/AC 10-10-10 FERTILIZER.
MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE, RESEED,
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
STABILIZATION TIME TABLE
DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL BE
TEMPORARILY SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS,
WHICHEVER IS SHORTER. PROVISIONS OF PERMANENT GROUND COVER MUST
BE ACCOMPLISHED ON EXPOSED SLOPES 21 CALENDAR DAYS, AND IN REMAINING
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER,
"EXPOSED" AREAS INCLUDE, BUT ARE NOT LIMITED TO.
AREAS CLEARED FOR ROADWAY CCNSTRUCTION.
AREAS CLEARED ON RESIDENTIAL BUILDING LOTS.
DRAINAGE EASEMENTS AND OPEN DRAINAGE CHANNELS,
SEDIMENT AND EROSION CONTROL MEASURES (SEDIMENT TRAPS, DIVERSION DITCHES,
ETC.) AND THE AREAS ADJACENT TO SUCH MEASURES.
�WNTAIN ALL EROSION DEVICES A
VINIMUM OF WEEKLY AND AFTER
EACH RUNOFF RAIN PRODUCING EVENT
CONSTRUCTCN SEQUENCE
1. Obtain a land disturbing permit. Schedule a pr-econstruction
conference With the Environmental Engineer STATE OF I .C. 791 :4L200
2. Install gravel construction entrance pod, temporary diversions, silt
fence and temporary skimmer basins
per detail on sheet C-Qnstall any other measures as shown or the
approved plan. Clear only as necessary to install these devices.
Seed, mulch & anchor temporary diversions, berms and basins
immediately after their construction.
3, Call 5919) 791-4200 for an on site inspections by the
Environmental Engineer to obtain a Certificate of Compliance,
4. Begin clearing and grubbing. Maintain devices as needed.
Rough grade site,
5, Stabilize slopes per the stabilization table shown on sheet C.5.0.
6. When construction is complete and all areas (Ire stabilized
completely, call 919 791-44200 for an inspection by the
Environmental Engineer.
7, If site is approved, remove temporary diversions and gravel constructlon
entrance, clean out the temporary sedimont basin and
properly dispose of this material, Fll( the temporary fllter basin area P.
bring up to subgrade, gravel and pave,
Seed out any resulting bare areas or pave any resulting bare areas,
All remaining permanent erosion control devices (such as
velocity dissipators) should noW be installed.
Remove the temporary silt ferTaaet seed any resulting bare areas.
8. When vegetation has become established, call for final site
inspection by Environmental Engineer, _STATE OF N, C. 791_ 4200
Obtain a Certificate of Completion.
SEEDING SCHEDULE
(REVISED: 1-1 -66)
Shoulders,
Side Ditches, Slopes (Max 3:1)
DATE
TYPE
PLANTING RATE
Aug 15 - Nov 1
Tall Fescue
300 the/acre
Nov 1 - mar f
Tall Fescue
300 Iba/acre
& Abruzzi Rye
25 Ibs/acre
Mar 1 - Apr 15
Tail Fescue
300 Ibs/acre
Apr 15 - Jun 30
Hu4ad Common Berrnudagroes
25 Ibs/acre
Jul 1 - Aug 16
Toll Fescue and
120 Ibs/acre
***BroWntop Millet
35 Ibs/acre
*'*or Sorghum -Sudan Hybrids
30 Ibs/acre
Slopes (3:1 to 2:1)
Mar 1 - Jun 1
Sericea Lespedeza (scarified)
50 Ibs/acre
&
(Mar 1 - Apr 15)
Add Tall Fescue
120 [be/acre
(Mar 1 - Jun 30)
Or Add Weeping Lovegrass
10 Ibs/acre
(Mar 1 - Jun 30)
Or Add Hulled Common Bermudograss
25 Ibs/acre
Jun 1 - Sep 1
***Tall Fescue and
120 Ibs/acre
"**Browntop Millet
35 Ibs/acre
***or Sorghum -Sudan Hybrids
30 ba/acre
Sep 1 - Mor T
Sericea Lespedeza (unhuiled-unsearified)
7C is/acre
and Tan Feacue
120 lbs/acre
(Nov 1 - Mar 1)
Add AbNzzl Rye
25 Ibs/acre
Consult ult Conse akion En r Son cans ry Ineer g o ervatfan Service for
additional information concerning other oltematives for vegetatior of
denuded areas. The above vegetation rates are those Which do well under
do= II - local conditions; other seeding rate combinations am posslbla,
Lai ;2!
Ye = E **"Temporary - Reseed according to optimum season for desired permanent
yegetatlon, Do not allow temporary cover to grow over 12" in height before
A - A STONE DIA.• Ibt mvofng, othwkiee fescue may be shaded out.
34
0�o - _ # d - �2" SEEDING SCHEDULE
f
*SEE APPROPRIATE SCHEDULE
PION VIEW
FOR DIMENSIONS
L it
one
dla.>a
prorids psotntils undarlirww
SECTION A -A 4"(m1n.) #5T washed atom bedding msleriut.
TYPE A- PIPE OUTLET TO FLAT AREA WITH NO
NOTES (q d=lS Limo sM ma=Imus Hon dieeyfer
DEFINED CHANNEL
but nal Ass■ thou 6 0406.
-
I2) dp • 1' above m4akrum taitwaler or lop of
charnel bank (wHchwa is Isss).
e
�� ---
a
B
H (311.a Loogtb of riprop apron,
i
do
I La=
I. dT `
STONE 01A.s
�ICETC- ]ITCiti CGNFICURanCN MAY VARY/ PLAN VIEW d
rRfju THAT SHOWN, SE_E SCNEDLJLE � s
INING MATERIAL ` L0 +k SEE APPROPRIATE SCHEDULE
SEE SCHEDULE r i III �T FOR OIMENSICNS
Y � I I�r{(�rJF��
� �
Az I� SECTION B-B { !! etonedia>e' , prv.Ids gwlearlks u,Wsrllner or
yw ' '� 3 Y r x
TYPE B-PIPE OUTLET TO WELL-DEFINED CHANNEL 4"(mRL) 4 ly7 watMdelar oeddirg material,
CULVERT OUTLET PROTECTION
—NO SCALE—
r-
I.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH,
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7,) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIB>_E.IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
ACRE IN CLAY SOILS)
FERTILIZER - 1,000 Ibs. / ACRE-10-10-10
SUPERPHOSPHATE-- 500 Ibs> / ACRE -20% ANALYSIS
MULCH -2 TONS / ACRE --- SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION. 0 300 GALS./ ACRE
SEEDBED PREPARATION
i -
6" OVERLAP
:^?��` !II
; - S'LA'N aAL�
IN CHANNELS, RCLL OUT STRIPS OF NE1TiNG PARALLEL. TO THE
STAPLES 9':1j;:N, YYIFE -
PROTCTIVE
OF FLOW AND OVER THE JI
1
(2 PER 9ALE)
.LLNINGQiRECTION
-J P4jI t
/
rOvER(AP JOINTS 6" AND STAPLI: MATTING N/ 6 G
,coo cR FaEAL NATVE MATERIAL
SAKES (2 ?FR BALE) �\ P C AL)
WIRE STAPLES EMERY 12' ACROS5 THE TOP & �`
/
AROUNO THE E[)"S AND a07T,)1M.
!�
IN' TALLATION GE NETTING AND MATTING j'I?
`CT -0'�C
PLrsCOD
I�
AE _.. _.
- 3m UI�IN� .f; sra�e
�...-. : Ox 610 m
PA.NrEo WrHrT�
III
-Ir•
rr Q�'L �.
j. I
(CONCRETE, a'-ACK LETTERS
WASHOUT ''SC mm HL1G i
r 1
I. Excavate he Channel (3fi{!i ,i1JGB t0 npQt 11n99
and Ci(iTTBn310rt9 s�lOWrl on 1he
I:
11G SCR EW'S
plane plL�s a 0-2- ft ovarcut around the channel
pert meter io allow for
caulking durring seedebad preseniniions and sod
buildup. i
B 9'
I
r h ao PcsT
1 _ as m as 2.4 m)
p9ft30Vei and prv�eriy dispone Of all excess Soil
so thal surface VYpfar r-1U)
-
enter Channel frgo, y.
CONCRETE wAskouT
}
SIGN DETAIL
}
-- --
(CR EQUIVALENT)
f--L---1�--
/' 1
5C rrm
' -AN 'SALE
10 rnil PLASTIC GNING -' -- !-rp 1
t
200 mm
mm
= 309 OIA
. EEL WIRE
1
NCT ?0 SCALE
TYPE "ABOVE GRADE:"
STAPLE DETAIL
W TH STRAW BALES
EROS O N C O NTR O L D ETA
LS
'.
Nc ACTUAL �AYOL;T DEi E=2MINEO IN THE F'E:.7. CONCRETE WASHOUT DETAIL
2, r-,r F WAS'HOLY SISN (SEF FIG. 4-' 5,-
-
SHALT. ?C �NSTALL-C "AITHIN 7C m ^F THE
TF.M?ORAJtY .,Cn, GnF',E 'A'ASRCVT `?CILiTI`!,
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DATE
MAY 1 6,1 1
SCALE
1 "=40'
DRAWN
BTB
JOB
NO.
REVISIONS
SHEET
C
5