SW8910502_APPROVED PLANS_20041122

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 cl 10 5 02
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
z o o `f 1 l 22
YYYYMMDD

PACKING LOT EXPANSION
4510 MAIN STQEET
SHALLOTTE, NC 28470
BQUNSVVICK COUNTY
GOVERNING AGENCIES =
DRAWING LIST:
BULDING
I COVER SHEET
TOWN OF SNALLOTTE
2 DEMOLITION PLAN
110 CHEERS STREET
SNALLOTTE, NO 28459
SITE PLAN
CONTACT CINDY BABSON4
LrS 17
`Y'
SITE LS
HONE 32
0754
BY-pgSS
910) 2740
5 GRAD NG PI LAN
SITE
6 STORM DRAIN PROFILE AND DETAILS
SEDIMENT EROSION CONTROL
y
7 SEDIMENT/EROSION CONTROL PLAN
NORTH CA12OLINA DEPARTMENT
OF THE ENVIRONMENT AND NATURAL RESOURCES
8-10 SEDIMENT/EROSION CONTROL DETAILS
127 CARDINAL DRIVE EXTENSION
WILMNGTON, NORTH CA12OLINA
28405
S
i� .
II LANDSCAPE PLAN
CONTACT- DAN SAMS
12 LANDSCAPE DETAILS
PHONE, [phone]
FAX• [phone]
.0
13 DRAINAGE AREA MAP FOR WATER QUALITY
NC
WATER QUALITY
v5
# 130
NORTH CAROLINA DEPARTMENT
OF THE ENVIRONMENT AND NATURAL RESOURCES
v
127 CARDINAL DRIVE EXTENSION
WILMNGTON, NO 28405
CONTACT LINDA LEWIS
PHONE: [phone]
FAX- [phone]
NORTH
NCDOT
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
LOCATION MAP
N.T.S.
429 MULBERRY STREET
SHALLOTTE, NO 28459
CONTACT, JANICE SMITH
PHONE, [phone]
FAX- [phone]
REVISIONS:
APPROVED
NORTH WiCLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER 4UALrTY ( j
ENGINEEP
OWNER/DEVELOPER/APPL I C
FREELAND and KAUFFMAN, INC. N
Engineers -Landscape Architects WAL-MART STORES, INC. 2
By
- 209 WEST STONE AVENUE SAM WALTON DEVELOPMENT COMPLEX G `
GREENVILLE, S.C. 29609 702 SOUTHWEST 8TH STREET
[phone] BENTONVILLE, ARKANSAS 727I6-0550
(864) 233-89I5 FAX [phone]
pg0 � •O
00°° Q�4 oa ss. n eQ
CONTACT NAME: CI—IARLES A. GARCIA
E-MAIL: CGARCIA®FK-INC,COM °
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F E K JOB 04.025 F F�QIroE��°
ALL SITEVV012K FOR THIS PROJECT SHALL
MEET OR EXCEED THE CURRENT STANDARD SHEET I OF 13
WAL-MART SITEWORK SPECIFICATIONS
MAY 13, 2004

***CAUTION***
REVISIONS I BY
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING CALL 11
TOLL FREE 1-800-632-4949 11
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
... CAUTION ---
THE UNDERGROUND U7IUTIES SHOW HAVE BEEN LOCATED
FROM FIELD SURVEY INFOMAATION AND EXISTING DRANINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTIURES 90M COMPRISE ALL SUCH UTILITIES N THE AREA,
ETHER N SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTIUMES SHORN ARE N
THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM NFCRMARON
AVAILABLE. TC SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES
EXISTING
BUILDING
(WAL-MART)
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TMS 18200030
---
N /F
KIMBALL H. BELLAMY
D.B. 0950-0443
ZONING: HB I
ADDRESS: 4502 MAIN ST.
SHALOTTE NC 28459
BUILDING MAP CABINET 24, PAGE 334
EXISTING
ASPHALT
PAVEMENT TO I
BE REMOVED I
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TOP 30.20
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I.E. 28.15 OUT HIGHWAY 17 LLC, A VIRGINIA
LIMITED LIABILITY COMPANY
C/O HYMAN MEYERS
D.B. 1394-1212
ZONING: HB
MAIN STREET - BUSINESS U.S. 17
(80' R/W)
/ 1
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TMS 18200139
N /F
COX INVESTMENTS, INC
D.B. 0627-0518
ZONING: HB
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SAMUEL L. OWENBY
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LOCATION MAP (NTS)
NOTES$
1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION,
REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL
GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS,
FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES,
UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE
REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE
REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND
BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL
PER THE SPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS
FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS
REQUIRED FOR DEMOLITION AND DISPOSAL.
3. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS
PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION
AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION
ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES
FOR ONSITE LOCATIONS OF EXISTING UTILITIES.
4. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT
TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY
OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING
CONDITIONS AND PROCEED WITH CAUTION AROUND ANY
ANTICIPATED FEATURES, GIVE NOTICE TO ALL UTILITY COMPANIES
REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES
AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.
UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE
SHALL BE GROUTED IF UNDER BUILDING.
5. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH
FENCING, BARRICADES, ENCLOSURES, ETC.. TO THE BEST PRACTICES
AND APPROVED BY WAL-MART CONSTRUCTION MANAGER,
6. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE
SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF
THE EXISTING FACILITIES,
7. PRICR TO DEMOLITION OCCURRING, ALL EROSION CONTROL
DEVICES ARE TO BE INSTALLED.
8. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE
FENCING, CART CORRALS, LIGHTING AND/OR STORM INLET
STRUCTURES, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/
STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS
PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.
9. CONTRACTOR MAY LIMIT SAW -CUT E PAVEMENT REMOVAL TO
ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE
CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY
OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR.
10. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING,
SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY
CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND
SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE
SITE.
II, DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE
REPLACED AT CONTRACTOR'S EXPENSE.
12. CONTRACTOR MUST COORDINATE WITH WAL-MART CONSTRUCTION
MANAGER PRIOR TO ANY CONSTRUCTION TO ESTABLISH
CUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES OF
WORK.
NOTE, REFER HATCHED AREA
FOR LIMITS OF DEMOLITION•
SEP 10
DEMOLITION PLAN
(7 SCALE I* - 30'
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CHECKED
CAG
DATE
September 9, 2004
SCALE
1'-30,
JOB No.
04,025
SHEET
2
OF 13 SHEETS

N /F
WAL-MART REAL ESTATE BUSINESS
TMS 1820025
D.B. 1513-0686
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LIMITED LIABILITY COMPANY
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\\L D.B. 139 4-1212
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(80' R/W)
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KIMBALL H. BELLAMY
D.B. 0950-0443
ZONING: HB
ADDRESS: 4502 MAIN ST. I
SHALOTTE NC 28459
MAP CABINET 24, PAGE 334 I I
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TMS 1820013901
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SAMUEL L. OWENBY
D.B. 1233-1148
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LEGEND
EXISTING PROPOSED DESCRIPTION
CONCRETE CURB ✓: GUTTER
10 PARKING SPACES PER ROW
SITE LIGHTING
SITE LEGEND
O2'-0' LOADING ZONE AT ALL CURBED PARKING
SPACES, (SEE DETAIL)
© TYPE 'A' CURB AND GUTTER. (SEE DETAIL)
© PAINTED DIRECTIONAL ARROW. (SEE DETAIL)
O'STOP' SIGN. (SEE DETAIL)
ISLAND DETAILS
5'R
(TYP)
10'
36'
Notes,
I. All
dimensions,
unless otherwise noted,
are to face
of curb, face of
building, or centerline
of parking
bay.
2. All
pavement
shall be standard duty
asphalt.
3. All
parking spaces are to be 9.5'
in width and
18' in
depth.
4. All
siiework shall meet or exceed standard
Wal-Mart siiework
specifications.
SITE PLAN
REVISIONS I BY
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DRAWN
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CHECKED
CAG
DATE
May 13, 2004
SCALE
1'=30'
JOB No.
04.025
SHEET
3
OF 13 SHEETS

N /F
WAL-MART REAL ESTATE BUSINESS
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D.B. 1394-1212
ZONING: HB
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---_____--35_-----_
TMS 18200139
N; F
COX INVESTMENTS, INC.
D.B. 0627-0518
ZONING: HB
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I
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Nu r
TMS 1820013901
N /F
SAMUEL L. OWENBY
D.B. 1233-1148
ZONING: HB
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US t7 BY PASS
SITE
v
INC 0HWY
S7
LOCATION MAP (NTS)
LEGEND
EXISTING PROPOSED DESCRIPTION
SPOT ELEVATIONS
CONTOURS
0 �❑ CATCH BASINS/INLET
'° RCP STORM DRAIN PIPE
o
Notes,
I, Information concerning the underground
utilities was obtained from available
records and field locations when
possible, but the contractor must
determine the exact location and
elevation of all existing utilities by
digging test pits by hand at all utility
crossings well in advance of trenching. If
clearances are less than specified on the
plan or 12". whichever is less, contact the
design engineer and the owner prior to
proceeding with construction.
2. The contractor is responsible for the
design and implementation of all sheeting,
shoring, bracing, and special excavation
measures required to meet OSHA, federal,
state, and local regulations pursuant to
the installation of the work indicated on
these drawings. The Owner and the
design engineer accept no responsibility
for the design(s) to install said items,
3. All in -place culverts will be protected
by the contractor during construction,
Any damaged or crushed pipes will be
replaced at the contractor's expense.
4. The erosion control devices installed
will be maintained for the duration of
construction until the site is completely
stabilized. Refer to erosion control plans.
5. All slopes 3:1 and steeper shall
receive a curlex erosion control blanket.
b. All sitework shall meet or exceed
standard Wal-Mart sitework specifications.
y° F P 10 2004
GRADING PLAN
REVISIONS I BY
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DRAWN
ASM
CHECKED
CAG
DATE
September 9, 2004
SCALE
I'-30 °
JOB No.
04.025
SHEET
5
OF 13 SHEETS

ARM
REVISIONS
AISE THE
TOP OF E
.
ISER STRUCTURE
TO
8
TOP OF DI
E
EL - 12.85
EL = 15.0
EX. 48" CNIP
RISER
(SETTLED
EIGHT)
W/ TRASH
RACK
TOP OF EX.
RISER
FINISHED
EL = 12
62
GRADE
COMPAC
J 1
I
RAIN ORIFICE
(2")
95% MAX
UM
EL = 11.0
3 - ,
3
DENSITY
TOP WET
TORAGE
EL = 11.0
INV.
= 10.2
-I
12' VEGETATED
SHELF (6;1
SLOPE)
15' X
50' VEGET
TED
C
BOT. POND
EL = 5.0
40' OF
24" BITUMIN
US
COATED
CMP AT 2.
%
NOTE: COMPACTED FILL TO BE COMPACTED TO
95% OF STANDARD PROCTOR PER ASTM D-698.
SECTION TNRU EXISTING POND#2:
N.T.S.
PROPOSED TOP OF-
RISER- 12.85
TOP OF EX. RISER = 12.62
RELOCATED GALVINIZED TOP OF BERM = 15.0
METAL TRASH RACK
(60" DIA)
EX. GALVINCED METAL EX. 48" CMP RISER
TRASH RACK (60" DIA)
CONNECTION SHALL
I - 2.0" ORIFICEBE WATERTIGHT
illy
--------------
I
OUTLET ELEVATION =
�------------------
40 LF 24" BITUMINOUS
COATED CMP AT 1.0%
CONCRETE BASE TO BE
8' X 8' X 18" (EMBED RISER
BOTTOM ELEVATION = 5.0 6" INTO THE BASE)
OUTLET ST2UCTURE DETAIL
N.T.S.
POND DATAI
BOTTOM OF POND - 5.0
TOP OF WET STORAGE = 11.0
I.E. AT RISER = 11.0
I.E. AT OUTLET = 10.2
1" RAINFALL ELEVATION - 12,85
MAX. 100 YR STORAGE EL = 14.58
I" RAINFALL VOLUME = 30,492 C.F.
I" RAINFALL ORIFICE EL - 11.0
ORIFICE TO BE I - 2.0" DIA.
TOP OF RISER - 12.85
TOP OF DIKE - 15.0
NOTE:
EXISTING TRASH RACK AT THE
TOP OF EXISTING 48' CMP
RISER SHALL BE RELOCATED
AT THE RAISED TOP OF RISER
STRUCTURE.
STRUCTURE
NO.
DESCRIPTION
REFERENCE
REMARKS
7
EXISTING INLET
-
-
10
EXISTING INLET
-
It
GRATE INLET
NCDOT STD NO. 840.35
SEE NOTE tt I
12
CATCH BASIN
NCDOT STD NO. 840,02
SEE NOTE u I
NOTES,
1) USE NEENAH R-1881 SERIES NARROW SLOTTED HEAVY DUTY GRATES OR APPROVED EQUAL.
2) LENGTH AND WIDTH OF THE STRUCTURE SHALL BE MODIFIED TO FIT THE DESIGNED PIPE
SIZE.
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Is USED IN PLACE OF FOOD
S-1
PLAN OF TOP SLAB
Y
GENEB K NOTES:
CLAGB -S• CONCRETE TO a Own 1131QIf+11DR.
ALL CATCH BASIN OVER 3,S^ IN DEPTH TO BE PROVIDED WITH STEPS
ON CENTER. STEPS SHALL AS IN ACCOROMCE WITH M. 90. 810.68.
OPTINML MN8TRUCTIOI . MONOLITHIC POOR 2" REYMY OR 11 9AR GNELS AT
12" CENTERS AS DIRECTED BY ME ENGINEER.
FORMS ME TO BE MEO PON THE CONSTRUC Ias OF WE BOTION 9LM.
IF REINFORCED WNCPEW PIPE IS SET IN BABE SLAP m BUM. ADO TD WE
M SHOWN ox ITS. NO. Us* 0.
USE TYPE 'E". 'F" NA "0" O,ATES UNLESS OTHERWISE INDICATED.
PON a'-0^ IN "EIGHT OR LESS M 6" WALLS ANI BMW SIAS. OVER
SECTION X-X
6'-0" m 1B'-0" IN HEIGHT USE e' WALLS AND BOTTgIR SL. OIMTITIEs
TO BE AWWM ACCORDINGLY.
STEPS - M NO BW.66 STEPS -�7
PLAN
SECTION M-M
M M
Ll
-r
.�.. PLAN -
S.
Sid. BIO.OBB FRAME
+yl, a 1100D
dBE[
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R Ec' PLAN �- B'-0•
m
u CURB AND OITTTFW N11N GTGI flABtN aN STEEP 41AUE3I.j
E%PANSto" JOI1
"vi 6 WE ON PLAT GRADES 2t AND UNDER
EXPANSION JOINT e'-0• m 9
D DEPRESSED GOTTEN LINE
SECTION 8-8 M STANDARD NO. 4140.01 ON NRO.09
ELEVATION
NORMAL OMB AND BUTTER ON LIGHT GRADES
NORMAL BUTTER LINE
B" E RB IN, BARB EXPANSION JOI
UBE ql DIMES R 2N JJJ...
�B-UPN�E�i8E�0 OUTER LINE
EMANSIOI JOINT �
1 " ELEVATION SEE STANDARD NO. 810.01 ON 840.02
SECTION R-R 1MO2NL OMB AND BUTTER ON STEEP GRADES
NNNMA DDDNTOxi
MD OWNTInES FOR 0O1CRETE CATCH BASIN
DIMENSION
OF
BOY ANO
PIPE
COVER
DIYFNIN
N. YOB.
CONC.
IN BOY
HI
C.Y./
FT.XT.
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ON PIPE
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CONCRETE ALT.
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."AN vENTlaw. DTNOt me MY a AuuBrw M THE
FIELD GOAIttoN AMAIN KTFRMIE DESIGN RFAUDI
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® 1.5% SLOPE
Qio-6.9 CFS
Vio=5.6 FT/S
EXISTING
GRADE
R - �
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W
M�
30
PROPOSED
GRADE
40 LF OF 15" RCP
IN 1.25% SLOPE
Gio-6.6 CFS
VXr5.4 FT/S
20
7
W
61 LF OF 15" RCP
0 1.15% SLOPE
Qio-5.5 CFS
Vio-4.4 FT/S
RECEIVED
NOV 19 2004
DWQ (�
PROJ # 5WY '//vSU2 / /U/'
STOQN/l DRAIN PROFILE
AND DETAILS
SCALE
NO�?IZONTAL SCALE I"=30'
VERTICAL SCALE I"=3'
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DRAWN
ASM
CHECKED
CAG
DATE
November 17, 2004
SCALE
AS NOTED
JOB No.
04.025
SWEET
6
OF 13 S14EETS

REVISIONS I BY
-I
I
N /F
WAL—MART REAL ATE BUSINESS
TMS 1025
D.B. 'I" 0686
ZO G—HB
D.A,#2=11.08 AC (PEFER
APPQOVED SITE
DEVELOPMENT PLANS
PQEPAQED
BY
EXISTING
FQEELAND
AND
BUILDING
(WAL-MART'
KAUFFMAN,
C.
FOQSDMH
WAL-MAf�T
STO
TOP 28.78
I.E. 19.
I.E. 19.73 73 OUT
1767 EXPANSION)
i
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bi
w
/ � I I I
30' SANITARY 1 I EC) w v7�
/ SEWER I N � m I o Q p0 I
/ EASEMENT I o Q =
oI "�W
, w 00 m I J I
/ P.B. S-208 I o L- I n .. a m I= I
00 z I N Q
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30' UTILITY , I EIP SCREW I
1 / EASEMENT I IN T-PED P.B. S-208,
40 ALLEY
PED _ _ —_
---
—DE `— — — — — — — — — — —
— — — — —JTVDI �
/ I
30.
TOP125.28 j ,/ —� GRAVEL DRIVE
y/ Jo I.E. 24.82
15_ RCP
IV//S
ro
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TOP BENT / / / �n I EIP 1" OPEN
ZI TOP BENT
/ 15" RCP,
GARDEN CENTER / ti� // l //� I -35 _--N--5 2 *5 5'iiF E 150.05' �l 3j i 1 .o7
}(13
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D•A.**2=11.58 AC
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/ SIGNS N J! 12
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1 / CBDITOP 27.46
1 I.E. 21.6
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CBDI TMS 18200140
TOP 30.20
I.E. 25.26 IN N /F
I.E. 28.15 OUT HIGHWAY 17 LLC, A VIRGINIA
LIMITED LIABILITY COMPANY
C/O HYMAN MEYERS
D.B. 1394-1212
ZONING: HB
MAIN STREET - BUSINESS U.S. 17
(80' RAW)
I.E.-26.20 OUT
/ 1 I
TOP 32.59 r
I.E. 29.79 I�UT
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---35------
it'
TMS 18200139
N /F
COX INVESTMENTS, INC
D.B. )627-0518
ZO'JING: HB
/
/
/
/
/
/
i
I TMS 1820013901
N/F
I SAMUEL L. OWENBY
I D.B. 1233-1148
ZONING: HB
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/is 17 BY_
'ASS
-;IT E , \
s�
¢ \1
NC I
vy u 130
F
t LOCATION MAP (NTS) 4
SEP 1
DRAINAGE AREA MAP
FOR WATER QUALITY
0 30 60
SCALE 1' - 30'
0 2004
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DRAWN
ASM
CHECKED
CAG
DATE
September 9, 2004
SCALE
I.•30,
JOB No.
04.025
SHEET
13
OF 13 SHEETS

LOCATION MAP
WAL-MAf�T STOf�E 176 7
"172" PROTOTYPE SUPERCENTER EXPANSION
SHALLOTTE, NORTH CAPOLINA
4540 MAIN STREET
REVISIONS 1
BRUNSWICK COUNTY
DRAWING LIST
I COVER SHEET
2 TOPOGRAPHIC SURVEY
GENERAL NOTES ZONING' HB (HIGHWAY BUSINESS DISTRICT)
4 SITE PLAN
5 LAYOUT PLAN
I. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE REF, DEED*849esssses968 14 GRADING PLAN
RECORDS AND FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE • I8 SEDIMENT/EROSION CONTROL PLAN
THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY 19 POND SECTIONS AND NOTES
20 SEDIMENT/EROSION CONTROL DETAILS
HAND AT ALL UTILITY SPECIFIED
ON T WELL IN ADVANCE 4C TRENCI-LNG. IF ON CLEARANCES REF. PLAT* V�325
ARE LESS THAN SPECIFIED ON THE PLANS OR IT, WI-bCHEV� IS LESS, CONTACT FREELAND
AND KAUFFMAN, INC. AT 864-233-5497 AND THE OWNER PRIOR TO PROCEEDING WITH �
CONSTRUCTION
2. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL TAX MAP • 18Z-25
OF ANY EXCESS TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL
GRADING AND LANDSCAPING OPERATION. •
3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL
REQUIRED/NECESSARY SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES
REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS
PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. THE OWNER
AND FREELAND AND KAUFFMAN, INC. ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO
INSTALL SAID ITEMS.
4. CALL BEFORE YOU DIG AT 1-800-632-4949. APPROVED
5. ALL WORK SHALL CONFORM TO TOWN OF SNALLOTTE STANDARDS.
NORTH CAROI.INA EN'dIR01,41 ENTAL
ktANAGEtVE?T 0L0 Vi. SSi0N
6. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR TOWN OF 1011VISiOIV UF14ATER Q'G' ,l T'�g
SNALLOTTE STANDARDS, WHICHEVER IS MORE RESTRICTIVE OWNERn /DEVELOPERn ' 2 z - kl UV-
7. A STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT UTILITY COMPANIES GOVERNING AGENCIES
IS REQUIRED FOR ALL WORK WITHIN THE STATE RIGHT-OF-WAY.
8. PRE -CAST DRAINAGE AND SANITARY SEWER STRUCTURES HAVE BEEN SPECIFIED ON THE ELECTRIC: GAS° SEDIMENT/EROSION CONTROL: WAL-MART STORES, INC.
PLANS. THE OWNER AND FREELAND AND KAUFFMAN, INC., HOWEVER, ASSUME NO
RESPONSIBILITY FOR THESE STRUCTURES AS FIELD CONDITIONS DURING CONSTRUCTION OFTEN Brunswick Electric Membership Corp. Suburban Propane North Carolina Department of the
DICTATE MINOR ELEVATION ADJUSTMENTS. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY 2001 SOUTHEAST IOth STREET
AND EXPENSE FOR MODIFYING THESE STRUCTURES TO ACCOMMODATE THESE FIELD 795 Ocean Highway West 430 Landmark Drive Environment and Natural Resources BENTONVILLE ARKANSAS 72712
ADJUSTMENTS. Supply, North Carolina 28462 Wilmington, North Carolina 28412 127 Cardinal Drive Extension r
[phone] [phone] Wilmington, North Carolina 28405 ATTENTION: MR. JEFF DOSS APPRO
9. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF [phone] Fax [phone] Fax [phone] [phone] NORTH OARELIN COMMISSION
ENTAL
THE AS -BUILT CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT Contact: Donald Stanley Contact: Aaron Brown [phone] Fax DIVIS,SGEOFWATEfl IUSIAM
ASSOCIATED WITH THE PROJECT, PREPARATION OF THE NECESSARY/REOUIRED AS -BUILT PLANS Contact: Carol Miller (50U 273-8378 FAX
TO BE SUBMITTED TO THE APPROPRIATE AGENCIES. WATER: TELEPHONE: Date , IqCC4
BUILDING INSPECTOR: NCDOT: S�, �gq fUSU2) qCp
10. ALL WATER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND. DETAILS OF Brunswick County Utilities Atlantic Telephone ENGINEER:
s a� Permit No,
THE BRUNSWICK COUNTY UTILITY DEPARTMENT. 20 Referandum Drive 620 Whiteville Street, NW Town of Shallotte 429 Mulberry Street
Bollva, North Carolina 28422 Shallotte, North Carolina 28459 110 Cheers Street Shallotte, NC 28459
11. ALL SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE [phone] [phone] Shallotte, NC 28459
TOWN OF SHALLOTTE PUBLIC WORKS DEPARTMENT. [phone] Fax [phone] Fax [phone] [phone]
Contact: Glen Crews FREELAND and KAUFFMAN, INC.
12. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON Contact: David Cole Contact: Jackson Canady [phone] Fax
REQUEST. Contact: Albert Hughes es Engineers - Landscape Architects 7-_
13. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR WATER QUALITY: ; $ t s .;
ASSOCIATED WITH THE TESTING OF THE WATER AND SEWER LINES REQUIRED BY THE Town of Shallotte Public Works 209 WEST STONE AVENUE
APPROPRIATE AGENCIES. 110 Cheers Street North Carolina Department of the n
Shallotte, NC 28459 Environment and Natural Resources GREENVILLE, S.C. 29609 IV E C E i V E J�
14. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY [phone] 127 Cardinal Drive Extension [phone] MAY 12 1999 C
TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. [phone] Fax "'� "••.,
Wilmington, North Carolina 28405 [phone] FAX
15. SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGULARLY TO Contact: Albert Hughes [phone] ;,•''moo?, D E M
(910) 3502004 Fax : e' Faoj
-#
INSURE THAT THE INTENDED PURPOSES ARE ACCOMPLISHED. ; e
Contact: Linda Lewis
- , SEA
16. ALL DRAINAGE STRUCTURES MUST MEET NORTH CA20LINA DEPARTMENT OF = 1056
TRANSPORTATION SPECIFICATIONS. v.OF
EE� Qom; 17. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE CURRENT STANDARD '�SR. R��, `'t v
�%j(9'I FEBRUARY 28, 1999
- A 1 WORKSPECIFICATIONS.F E K JOB: 98.087

i
' _ \ `\ NIP 1/2REBAR
US 17 ge`2
p4A>• 325)-_---7------------"�\ ,\\ / �` `�` � � y ,^� PASS .3 \
-''- -- ---------- Yl� `. �` ?, TMS 182-22.61 TMS 182-22.61
to D.B. 799-643 D.B. 799-643 SITE
------ (RESIDENTIAL) (ESIDENTI )
WETLANDS `s> � ZONED: RAM 15 , ZONED: RAM 15
--'" - s/✓\, _ _ \ i AREA T e/ `i �"•iP (RESIDENTIAL)
�
\ TMs 182-26.02
` -� ``, ♦\D.B. 17-126--__ -_---'"' _"- _______________�_-` ___�♦ 1 1 I 11 Nc
- \ ZONED: HB /� ` \; - _-----------
_ J \ ----- _ - GE OF \ •19w W- - - - - - OEM-.1 :..1N.......- -...- ----- i CITY LIMITS
---� �_SHIGHWAY BUSINESS)-------tt------- ,/. " ` -` .. _ - ♦\ \ \ ` --- STANDING WATER 9-'' N 14'05 __... --- - - - - _- -' - JS� �i 7
\ \ r.. _�-- P 1�2" 92.00 t0. OAK 18 (83.48) . 00.84 TOTAL -NIP 1 2 --- - _5617w �p
\ _ i /' ' ♦;.. �J - • REBAR\ 1\�_�
- \ ,
---------1z------- � '/' .. _. -. .. .: "" \ ;\'h6 � _---- '�� 15 B/L 250.87
REBAR �� N r
r-
-�' NIP 1/2' i ,�... 'DETENTION POND=-o.-' .:..�Tt "^; Q�' IE-8.75' r �-/ _--- -- -^`` �_ O d` t
\ \ \ '�` ♦ *. 1\ REBARR , , �r `.,' STRUCTURE..♦' ` \ / , ^-; -� /T U WET1jtpILLS \
`. - - \\ .` .\ ♦>s♦---�\ ,, .r-� .,t�. :_\.TOP-12.52'-,.`'`\ •.\ ``/� J '_-�\ _ __----to-- -•�.�. ^M/O�' REA \ r'�
'�` --_�-----\ \ '----- --, /. __-:\�. ___-__----- ------ _ - ----- "FLAG \ DGE OF
LOCATION MAP
__ _ -TREE LINE---�__ �-' _ � --
t . � _�' ,:� �\V /,ram t7 -��# �� S I Ti=d\
` \ ,\ _ _ _ __gip'' __ifi-_- -----_ - - _ _ _ 4 TANDNG
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\ h 1 .�9 . ,-cB__- _ 1¢1¢�I�:_----------- CB_------- _-_�-_ ,=-z,--- --- ---- --� --_-------- g�=_----- 9- -- - - ` 9 / --- -- ---- ----------' '
CB i *`----__-- / 'TOP-20.68 -+4----------- - T- - ��_- ,_-----_- =AIL--_-- - zt�0--- __ TOP-TOP
TOP-18.31'40� EIP AAA -• \___�_'_ ' / to TOP-19.54 ► , - - _75 CPP===-- _--- -_ 2a22__ ---_ _ _IE-19_SS��2---
--- i - 1 _ - _
IE-15.41' P.O.B. ----- y` It 14.38 n IE-15.14' 1 _ _ -_--
1 G 1/2. ____'�� \"- --_�/' - 30' GMP ♦ 1 • CM > i - __`--- - -\�♦�` \\ \ I ___ -''/'' -t1
Z 1 REBAR .l �--- , i , �i ��.� <.. `�a - \_ �r `\\\` \`\\ (r r , �. --
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30 spaces- 2 HC spaces (TYPICAL) , 10 s ` ° - °• d
\ \\ \ \ --- 7 / / ,•` %•�:`-� ` ♦` '
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24
111 flij
\\ a PEP. '1► o. \ ► L\ PH NE r srz^:',^.:,:':::.,.::: • ... -;
' ,� CB / 30 spaces- 2 HC spaces , / o �p�. a t r)• •.,:: r:,.,:::;'::''.:�:._,1:::; I I-' I
\ \ , APPROXIMATE L06ATION i I R r0 11 '::.::r.•.:. y:•::, ' :..._ 1- ,;:. TOP-22.68' r / I e OF JUNCTION BOX ► • 1 , 1 1 \ 1 ::./. r,;., .•
\ ]� (GRASS AREA) t
c^ ----------- IE-19.18' 30 spaces- 2 HC spaces - 1 _
G J► I \ ��� r -� t -
y, 1 i / CONC. DUMPSTER I ■ V u .:.....,
,rII ` ,l) 1 r_ \. UPLANDSv:s.',•._.,..
? PAD 11 1 iZ It ;,';,, .:,;':.: _-.. r:cr':i'..•..'p<: n--_1
CB �m . . t C" r:".a, _>. :; •_. >.> r•r^ i'.;::' ::: /
$ 02 33 34.E
p TOP-23.32' m
CB r 0'!. \ �' i I h b 5 _ ?.;,,•..:.;r .['% _, ,.• ..,-....:
b s IE-20.42' 1 C� - ��' III 1 ( ► 1.97 \ >:.::,r:. , }: FLAG
roP-21.88' � �9s *$ TBM 1 I I ,III / _ '. ._,:, .
29 s aces- 2 HC spaces - 1 cart corral r \ 1 w 35
IE-79.38' ,C \ ti O\I :MAR NAIL IN PP `�, s, I P • P A \ i 11 , I 19 ),1 ^� # , � \ WAL T I I - -
�"o I -
ti I
2 1 ,-
9 II /
I o YLON ELEV-28.71' � _ r kill,
\ \ 27 spaces 2 HC spaces I \` I i I , \. ,
\� 1 \ $ Wpc,,3-t11'112
I ' _- ti` FLAG
SIGN IPF 4• `�` , II t29' II \. 1111 , l -•,�:`:•:^:"<".\...;, .. :::::,:>:::` ...
STORM DRAIN LINE , I , w a.
\\ F 1 ,\ 17.4a 22 w;,::.�'# 34
OPEN TOP a IS FOR ROOF DRAIN I E . LINE TABLE
ONLY. ' ) \\\�`,, `. r-UNE LEN42.6' . I I 1944,\♦\\\,� L7 21.35CB \sp \lt�L2 16TOP-23.35C aces FLAG
IE-20.55' \ 1 \ , ' \ `. TOP-24.44' / 40' WATERLINE >E \ i i `` \ �zr /fp,\'\. �•\ �` --� -# 20 CURVE TAKE
��/�/ \\ \\Fr) \ ,' F� \gyp•`` IE-21.4 ' i 30 spaces i EASEMENT \ \\ 1 - JrJ/j rp \ 19 r- ---- cuRVE RAD1uS LENGTH TANGENT cNORD BEARING DELTA
N.C. H 1 • #17 YO//�� A TRANSFORMER t I ' z? �#
\`\ ��\ P WAL'MART STORE i ' , t N.�0\ N/p LEGEND: 2s.89' 2z32' ns1' .64' 2911'zs• w 49 440'
\ I , • $\7 r I 1 , - �J \, C2 11.73' 18.51' 11.81' 16.65' S 37'30'28' E 90.24*10'
\ I I '23 ` C3 0.40' 17.tY 9.13' 16.66' N 56.2r50' 48-13'31'
� \ \ 'P I 1 9 )1 1767 I I \ rl BETTY CARTER
(80 R/W) \\�'0 1 h0• cam\ 1 'm TMS 182-25.01 UPLANDS
\` \ \ y \ TM T
i FF ELEV. - 30.00' \ p ` �-- ZONED: RM
t NIP 1L2' \ ( t� \ , 1 II \ I I ' 1 a0 `, (RESIDENTIAL) ®WETLANDS
(BUSINESS) Ic
APPROXIMATE LOCATION REBAR S \ -_ \`\
OF JUNCTION BOX CB P 20175 SQ.FT. Al(LE``I�_ 'd, p a I i I �z
28 spaces 1 cart corrol I
TOP-25.67 SIGN 0.463 ACRES (existing) za \fit I N I I IIa 30' UTILITY I I rn \\1 /-
CB TMS 186-27 \ 1.° 25 spaces ; EASEMENT PONER
TOP-24.69' SIP IE-21.6T SIGNAL ELEC I I ^ i BOX Iffi - Storme /'
D.B. 30-173 METER
IE-22.49' SIGNAL 6,� BOX TELE. ,'' I 1
CONTROLLED''T \ MANHOLE ►Sa •
INTERSECTION \\ \\ `1_�i I / `` `\♦ \, `\ ,'
BLDG.
JSCB IGN (,9C TOP-26.5823 spaces
0 TELE.
I I II ,TELI E.N•C• HWY. # 130 TOP-25.53' CIE IN-23.78' I
IE-23.03' PED. UT-23.65' 16 spaces
ASPHALT(HOLDEN BEACH ROAD)
IM
, '
10
ly
TELE.
BOX , ?� , Rt✓Q \\ �� LP I ♦♦ yp7F ���\ \ \ 'e I ,� �, % 1 \` \\ �`_�_��\
TELE. /� ,/3• ��' 18� �P wJ" 1 `.`` -��_\ 14 s aces - II
i �O `. ILLE. PED.( `♦ �a\` 2, P I SDMH f I
PED. i
� O� 1 1 \ EIP 1' �` O� TOP-29.55 / ) 1
1\ ,^ \ '\ \ \ OPEN TOP PORCH ���\� \` \ 0 7 space s I 205' IE-26.85' Y / I I
C/ -- TOP-25.21' `L 1 \ / \\ .•\ `„ ` ae a as e CO 152.41' Carport
IE-22.81' 'Oa O: L ASPH�LT (- \. :::`:� ` °' C LOW i Trailer
' /PP TELE. PP \ \ 9P I - t $ ` �. a C¢ i.
y0� I 1 �\ `.��. ° .$. d < _ // _l 3r._---z \\♦`,
' PED. 1 \ c^ �, ` ` --� _ / SANITARY SEWER ti
SIGN
MPH \\ \`�\\\\\ \ ` ° a'; ° I/ ► CONC. STRUCTURE . '/ ( I ^
CB SIGN 1 ` 0 CCA . `+\A JJJ�\\ 5 aces f ^ ( II WITH NO LID \ J / M
TOP-25.02' `�� �\ h PT1C A e 1 , TOP-30.26' / -�\ I( ) `
IE-22.72' CB G i M�NHOLE t GARDEN AREA J v^ / \� I } '
TOP-26.24' �y .\ J `♦ t9 1°j < a. 4tl Q i j --r' \�z - -----
IE-23.94' \ \� \ ► . d no , __:� i \ \ `\
�Ct I �, t�\ \ _ _ 1 % 9 '• RB� ' d % L__--'� 30' UTILITY \ I / ,/ j , `tii �-
TOP-26.85'�A 11 �`p lam$ 13- V ,Q i ^`\ , ° . u 'd e 31---�' EASEMENT \ �:\ / I W ,i I i tt� 8" OAK
IE-24.35 G CB , r HOTEL 4d FENCE' a L__- _
Jy \ r r \ a' .e GREENHOU E \
TOP-27.14' �' BUILDING _ _ y OAK
SIGN \ to i / S `�-- �, i I ,,__3z--�1 .` --33 �� r /'
1 \ i IE-24.74' / \ I \ / - I
i \ \ 7 `\ GRAVEL ARENA--- , I -- �'\ 1 ih
0 � \\ N � 1 I3 C/l. DITCH /� , OAKS I
\ m `� I \ y i 104,298 SQ.FT.J/ , �\`.-CB� Q
-5` 2.394 ACRES ' '` �- _- 30 SANITARY
IE`
, TOP28.' 40' WATERLINE
ZONING DATA , \\ \\ POOL t 9lJ // i . . _ -.8--EASEMENT }3 SEWER EASEMENT \ Z
r� `-252
` \'f AREA ' `\\-`a ' -\ - fi- `rS >
HB (HIGHWAY BUSINESS DISTRICT) C8 \�� \ \ 1 \\ 000 / �---_ -
TOP-27.14 \\1P� \ � �2y�, C, �� `-- -
SETBACKS: IE-24.14' 1 \ dl \ C DITG '^
a ♦ \
FRONT - 20' pr �\ ��IGIV1 \�.�' �'/ �:� \`,♦� ` \�-� w \ /� `�
I
`---- _ - ----xl---- I t
SIDE - 15' N/F,'AIP \♦ \
REAR - 15' > \ \ 1 C Low `---32__r J' ------ \\
\ r 1 \\ \\\ TWILIGHT HOTEL EIP 3/4�� OPEN TOP \ 30' UTILITY ` I-� - L
Written Description
Beginning at on iron pin located on the south-westem right-of-way of North Carolina Highway
#17, being the common corner with TMS 182-26.02, being the True Point of Beginning; thence
leaving said right-of-way N 40-24-19 W for 214.47 feet to on iron pin; thence N 40-15-19 W for
311.68 feet to an iron pin being the common comer with TMS 182-22.61; thence N 23-45-38 E
for 256.61 feet to on iron pin; thence N 14-05-19 W for 92.00 feet to a 10' oak tree; thence
N 08-05-19 W for 300.84 feet to an iron pin; thence N 08-56-17 W for 250.87 feet to a point
being the common comer with Betty Carter (TMS 182-25.01); thence N 81-03-43 E for 355.89
feet to a point; thence S 08-56-17 E for 148.89 feet to a point; thence S 53-56-17 E for 78.06
feet to a point; thence N 81-03-43 E for 441.73 feet to a point being the common comer with
Shollotte Baptist Church (TMS 182-31); thence N 33-15-42 E for 59.47 feet to a point; thence S
32-36-18 E for 241.45 feet to a point; thence S 57-23-42 W for 112.62 feet to a point in a
telephone pedestal being the common comer with Shollotte Baptist Church (TMS 182-30);
thence S 34-51-46 E for 77.08 feet to an iron pin being the common comer with Shollotte Baptist
Church (TMS 182-29); thence S 52-56-06 W for 150.08 feet to an iron pin; thence S 37-09-32 E
for 300.21 feet to on iron pin located on the south-western right-of-way of North Carolina
Highway #17; thence along said right-of-way S 49-54-22 W for 438.07 feet to an iron pin; thence
S 49-54-02 W for 485.61 feet to an iron pin being the True Point of Beginning. Said tract
contains 20.801 acres or 906,071 square feet more or less.
DATE OF LAST REVISION: 12-22-98
STATE OF NORTH CAROUNA
BRUNSWICK COUNTY
TOWN OF SHALLOTTE
TOPOGRAPHIC SURVEY
FOR
WALMART STORES, INC.
' TIV EASEMENT 182-28 \ FREELAND & ASSOCIATES, INC.
- 323 WEST STONE AVE.
CB \ \ 1 \\\ `SIG; ETELED. TELE.I --- J D.B. 855-305 /OPEN iO�J / - \ \ E \\\ _ GREENVILLE S.C. 29609
a \ PED. TOP-28 75' - \ \ \ 9
• " LP ' - ' / - --- �• \ ,' ,' \ TEL. [phone] FAX: [phone]
2 WATER �,�\,, / �d� � , EMAIL: jfreeland®woridnet.att.net
PHOFIEO \do `, \ `\ METER - 15 %'i AXLE gel !t^ \
IE-28.91' ASPHALT ' CO �-v' �l ` \ `, / (existing)
C 45.028 SOFT. �t�\SO \` % i i 01 50' 100' 150'
6�171 e 1.034 ACRES \� C / 1 7�T /
• rb \21 a �30' UTILi' R°°a 6�$
`#;Ty� A0 1 / SCALE: 1' = 50'
4's EASEMENT
HALLOTTE BAP TIS _ ,�\ 9I` / 5 /g09�,'^i 1 Story
r N Zcf / CHURCH GATE i \ri 4 1 Bric
Co \ y\\ N TMS 30-173 \ PP y J
TOP-30.18' 1, 11 C,o � � / .� � D.B. 30-173 � // ,� / i / � / REF. PLAT BOOK: V-325
IE-28.48' \ \ :� ►
,' :7 o PROPANE OIL + / • PT. IN ' $�3"'/ PT.
\ \\ \yATER �' , ° CHURCH :. +SANK 6
TANK h ' REF. DEED BOOK: 849-968
METER >;x .g1 TELE. PE
GCB -ice-J bg,0 / S � /o$ ''/ BId
- UT - UNDERGROUND TELEPHONE LINE ' / TOP-33 80' _ -"5 of EEIP 3 4- tP _ N/F TAX MAP 18Z-25
WATER IE-2944 \\ EIP 1/4"/ IE-33.20' / SHA LOTTE BAPTIST AGj
OO GUARD POST ACREAGE: \ , `�\,\ PEN TOP / ' OPEN TOP ''tP� > £ CHURCH r1•R1'
O UGMRK UNDERGROUND GAS MARKER BRUNSWICK CO. UTILITY 1 , y ±� a ' gym• 5y$ -12• `$ tj TMS 182-31
20 REFERANDUM DR. p q \ zz,,,, ¢ / r-7 V% B. 3 173 • E DATE OF SURVEY: 9-18-98
O C.O. CLEANOUT BOLIVIA. NC 28422 20.801 ACRES 0: WALK \NG •N 616
CONTACT: DAVID COLE SO WALK gJ\� ELEC a' ST DRAWN: CF
RCP REINFORCED CONCRETE PIPE -7 �#
[phone] 906, 0 / � SQ. FT. IE-30.22' / /f \.\` IE-32.60' 1 ASPHALT- �a �2`' METER
CMP CORRIGATED METAL PIPE I \ 6" / �- 4 / //
PARTY CHIEF: BG DRAWING N0. 39964
CADITCH 2 WATER PT.(Q)
SITS N� //� RLS: JAMES R. FREELAND CHECKED: L OF 2
NO: L2836
CB / \\" CHURCH
\rN\ TMS 182-30
Tf1P-39 SG' /¢ n R SRrI-Sri'<

TMS 182-26.02
D.B. 17-126
ZONED: HB
(HIGHWAY BUSINESS)
TIE TO
CURB E
/
off/ ✓ O ,
\ ti
e�/QO^' 6\� ZONED: 9RAM 415
NO�g /l (RESIDENTIAL)
G\
�/J\\,O\� ---.� LINK HIGH
AIN s� e
T N 08'05'19- W
EDGE OF Q5'19- W
/ �TANDING WATER N �•
10' BUILDING SETBACK
DETENTION POND
TREE LINE 4E6
AINING WALL
x x x x OVERLAY
TIE TO EXISTING I EAVY DUTY
CURB E GUTTER ASPHALT HEAVY DUTY
\ _ \
_ ... ASPHALT
.a TYPE 'A'
<a> CURB E GUTTER
U
rS A [
DUTY
\ \ OO O A P LT
8
0-
��As\,� ASSOCIATES
PARKING
\°0 40 � tP r
�___JPFoNAB_
,
N � SIGN �
m /
N.C. HWY. tt 17
(80, R/W) v \
(BUSINESS)
ATOPROPERTY LINETER 1
SP
IGNAL
SIGNAL TO BE RECONFIGURED CONTROLLED
PER SIGNAL PLANS BY OTHERS INTERSECTION
N.C. WY. tt 130
(HOLDEN BEACH ROAD)
SK
PAVEMENT SECTIONS
FOR RIGHT TURN LANE
5-1/2"
O
OW 5 A
20,175 SOFT,
0.463
ACRES
SIGN
TMS
186-27
SIGNAL
D B.
30-173
BOX
,-SIGN
BLDG.
�a99
0
V V CK{-ii 1
EXISTING
IAIL UIIIII1II11
15
15
VAN ACCESSIB
HC SIGN (TYP.)
15
15
HC SIGN
(TYP.)
TIE TO EXISTING
CURB E GUTTER
v� ..
ASPHALT � A
� \ ,ip�f' 13 ® 12
\`\\\ LP '�4 12
\ EX STING \ HC SIGN (TYP
\ ASPHALT
1 13
\- \ STANDARD \ m 10 DUTY C
\\ P L H11%
10 13
swN \(ate TYPE 'A' XEN�
n \ CURB E GUTTER SI
0
0
n c-HALT CONC. SURFACE COURSE
).O.T. SEC
E 1-2). SEE SPECIFICATIONS
T. 45
6
ASPHALT CONCRETE BINDER
N.C.D.O.T. SPECIFICATION
SECTION 640. TYPE H
,- PACTED SUBGRADE
PER SPECIFICATIONS
OPTION UI
i
OPTION =2
KT.S.)
CONSTRUCTION SHALL CONFORM TO THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
JULY 1995 EDITION OR LATEST REVISION.
�r s` TLE DIRECTIONAL-
0SIGN (BY OTHERS)
\ \ 1 10 O7
\ \ SI TYPE CURB E .GUTTER
\ HEAVY DUTY
�\ \ ASPHALT'"
STOP CURB E GUTTER
AT PROPERTY LINE
CONSTRUCT RIGHT
LANE PER NCDOT
\/ WALK
\ TIE TO
`� ASPHAL
0
16' x107' COMPRESSOR
HOUSE CONC. PAD W,
2 GUARD POSTS E,/%
CHAIN LINK FENCE AT
PERIMETER (RE: ARCH)
S lilt lilt X-1S-X15_X A
317.67'
EXISTING
RAMP ASPHALT TO
TOP OF SIDEWALK
(1: 20 MAX)
—BOLLARDS
(RE 1 ARCH)
PED
X-ING
SIGN EXISTING SIDEWALK
�TO REMAIN
EXISTING WAL+MART STORE u1767
±75.780 SF
FF ELEV. - 30.00'
WAL-MART
STRIPED PEDESTRIAN C
CROSSING. STRIPE WITH +I
4' STRIPES, 45', 24' O.0
(TYPICAL)
RAMP ASPHALT TO EXIC
TOP OF SIDEWALK BUIL
0:20 MAX)
HC RAMP
77'
/ S
s� A�<
�j45.028 FT. $
1.034 ACRES
N/F
SHALLOTTE BAPTIS
t;uurcN CHURCH
\TMS 182-29
D.B. 30-173,
\ O %
ASPHALT—
'SHALLOTTE BAPTIST
CHURCH
\ \ \\ TMS 182-30
�l D.B. 580-55553
GOATEE
5
END TYPE 'A"//
CURB E GUTTER
BEGIN TYPE B'
CURB E GUTTER
W/ 2 GUARD
(12'x36') (RE:
X>AT GRADE
SET BY
HIGH
FCE AIN
BATTERY
a Sw <
?AGE v
b 9w
9
5
:8-BAY
VTLE
,333 S.F.
wR e: k
X55'>
L30,
is..
TRUCK i
TURD -AROUND.
ARREA.
n
TYPE
CURB E GUTTER
Bldg, /
N/F
SHALLOTTE BAPTIST /
CHURCH r
TMS 182-31_1_�
CITLIMITS—
EDGE OF
STANDING WATER
DETENTION I
POND
GUARD POSTS I
SURFACE
J DOCK
/HEAVY DUTY
CONCRETE
Zx— —x
222 LF OF
GUIDE RAIL
-429 LF OF
6' HIGH WOOD
PRIVACY FENCE
ostoroge
HEAVY DUTY
ASPHALT
—TYPE 'A'
CURB E GUTTER
—AT-GRADE DOOR
(RE: ARCH)
>DHOUSE
IMPACTOR PAD
x36') (RE: ARCH)
2 GUARD POSTS
—TRUCK WELL
-END E 'A' '
C E ER
BEGIN PE 'B"
C E GUTTER
— HEAVY DUTY
CONCRETE
'01-
TED
N/F
BETTY CARTER
TMS 182-25.01
ZONED: RM
(RESIDENTIAL)
US 17
BY�'ASS
SITE
/ REVISIONS
/Q MAY 3, 1999
h REVISED PER OWNER'S COMMENTS
Ma
, %, a
v -'30
LOCATION MAP
PROPERTY LINE
HIGH CHAIN o 60 do
FENCE
NOTES CONTINUED
scALE r - 60•
13. Chain link fence around detention ponds shall
be 42" in height with thermally fused (ASTM
F668-28) vinyl fabric, as manufactured by Anchor BEFORE DIGGING IN THIS AREA, CALL
Fence Company or approved equal. The steel THE UTILITY PROTECTION CENTER
core wire shall be galvanized in accordance with
ASTM A-641-71A, and fence shall be woodland I-800-632-4949
green. Chain link mesh shall be 2' openings and M-F 7:00 AM - 7:00 PM
9 gauge wire. Fabric selvage shall be knuckled
and knuckled. Framing shall be hot dipped Notes:
galvanized per ASTM prior to vinyl coating.
Thickness of vinyl coating shall be 10-14 mils I. All dimensions, unless otherwise noted, are to face
applied by fusion bonding, color to match fabric. of curb, face of building, or centerline of parking
The fence shall have a continuous 1-5/8' O.D. bay'
top rail and a 6 gauge vinyl coated continuous 2 Unless otherwise rioted, pavement shall be standard
bottom tension wire. The swing gate shall be a duty asphalt.
double leaf 8' (total width) swing gate as
manufactured by Anchor Fence Company. Provide 3. All handicap spaces are to receive a handicap
chain and key master lock at gate. sign and a handicap symbol painted on the asphalt.
Stall(s) adjacent to the eight (8') foot striped aisles
are to receive a 'Van Accessible' sign In addition
to the above.
4. Unless otherwise noted, all curb and gutter shall
be type 'A' curb as shown on the detail sheet.
5. Cart corrals are to be provided by Wal-Mart.
The contractor shall assemble the cart corrals and
place them on the site plan where indicated.
LEGEND
EXISTING PROPOSED DESCRIPTION
CONCRETE PAVEMENT
HEAVY DUTY ASPHALT
® BUILDING EXPANSION AREA
HANDICAP PARKING SPACE
CONCRETE CURB E GUTTER
SIGN
20 PARKING SPACES PER ROW
SITE DATA
SETBACKS:
REQUIRED
PROVIDED
FRONT
20 FT
*-309 FT
LEFT
10 FT
*-172 FT
RIGHT
10 FT
45 FT
REAR
20 FT
'-45 FT
HANDICAP
PARKING:
16 SPACES
REQUIRED
16 SPACES
PROVIDED
PARKING SPACE:
9.5' X 18'
PER WAL-MART STANDARDS
poQgN
Z44
SEAL`—
1DW5 i
PARKING SUMMARY
PRE -EXPANSION 75,780 S.F. 485 SPACES 6.40/1000 S.F.
POST -EXPANSION 185,883 S.F. 762 SPACES 4.43/1000 S.F.
6. The contractor shall refer to The architectural
plans for exact locations and dimensions of the
Vestibule, Garden Center sloped paving, porches,
ramps, truck dock, precise building dimensions, and
exact utility entrance points.
7. Stop signs shall meet the criteria of the North
Carolina Department of Transportation and Manual on
Uniform Traffic Control Devices.
8. Place one (D aisle sign and post on the end of
each parking bay in the painted island as indicated.
See detail sheet for size, type, etc.
9. All parking spaces, unless otherwise noted, are to
be 9.5' In width and 18' In depth. Existing parking
to be restnped as shown.
10. Associate parking shall be striped white to
distinguish it from patrons parking.
II. Striping for truck docks Is to be 4' wide X 130'
long, 9'-4' apart centered on truck seals.
12. All parking lot lighting poles and fixtures with
lamps and required paint shall be provided by
Wal-Mart and installed by the electrical contractor.
The electrical contractor shall provide Wal-Mart with
a one-year warrant certificate. All incurred costs for
Or1e e
Y Y
receiving, unwrapping of factory painted poles, storage,
liability, warranty labor, etc. shall be included In the
Installation costs contract price. Floodlights are to
be Installed by others.
WAL*MART
WAL-MART STORES, INC.
2001 SE IOth Street
Bentonville, Arkansas 72712
501-273-4000
Engineers * Landsccloe Architects
209 West Stone Avenue
Greenville, South Carolina 29609
864-233-5497
fax [phone]
Zoning 1 HB (Highway Business District)
Address : 4540 Main Street
Shallotte, NC 28459
Deed Ref 849-968
Plat Ref : V-325
Tax Map 182-25
Owner 1 Wal-Mart Stores. Inc.
2001 Southeast IOth Street
Bentonville, AR 72712
BRUNSWICK COUNTY
SITE PLAN
WAL-MART STORE =1767
Shallotte North Carolina
Drawn CAG FEK Job: 98.087 Drawing
Check KK Dme: o2-28-99 14 of 28

REVISIONS
999
MAY
IPER OWNER'S COMMENTS
P�
US_ l�Pq�
n
�4S TMS 182-22.61
6r� F U D.B. 799-643
A0\�\9 ZONED: RAM 15
(RESIDENTIAL)
TMS 182-26.02 1-01
D.B. D: HB / EDGE Or N 14•p3'19� \N N W
ZONED: HB
\ (HIGHWAY BUSINESS) / ` LTANDING WATER QZ­00. 30084•
\ \ DETENTION POND
a� �TREE LINE
x x x
PED.
N.C. HWY. a 17
(80' R/W)
(BUSINESS)
N.C. HWY. *t 130
(HOLDEN BEACH ROAD)
N/F
SHALLOTTE BAPTIST
CHURCH
TMS 182-30
D.B. 580-553
CITY LIfMITS
EDGE OE
STANDING WATER
J
N/F
BETTY CARTER
TMS 182-25.01
ZONED: RM
(RESIDENTIAL)
SITE
%
ycd>'0cd5'% //la
v9 0� a
v /30
LOCATION MAP
BEFORE DIGGING IN THIS AREA, CALL
THE UTILITY PROTECTION CENTER
1-800-632-4949
M-F 7100 AM - 7100 PM
Notes
I. All dimensions, unless otherwise noted, are to face
of curb, face of building, or centerline of parking
bay.
2. Cart corrals are to be provided by Wal-Mart.
The contractor shall assemble the cart corrals and
place them on the site plan where Indicated.
3. The contractor shall refer to the architectural
plans for exact locations and dimensions of the
Vestibule, Garden Center sloped paving, porches,
ramps, truck dock, precise building dimensions, and
exact utility entrance points.
4. All parking spaces, Unless otherwise noted, are to
be 9.5' In width and 18' in depth. Existing parking
to be restriped as shown.
5. Striping for truck docks Is to be 4' wide X 130'
long, 9'-4' apart centered on truck seals.
r
10565
WAL*MARTI
WAL-MART STORES, INC.
2001 SE IOth Street
Bentonville, Arkansas 72712
501-273-4000
Engineers • Londscope Architects
209 West Stone Avenue
Greenville, South Carolina 29609
864-233-5497
fax [phone]
Zoning
HB (Highway Business District)
Address
4540 Main Street
Shailotte, INC 28459
Deed Ref
849-968
Plat Pet
V-325
Tax Map
182-25
Owner
Wal-Mart Stores, Inc.
2001 Southeast II Street
Bentonville, AR 72712
BRUNSWICK COUNTY
LAYOUT PLAN
WAL-MART STORE **1767
Shallotte North Carolina
Drawn CAG F8< .bb, 91067 Draw"
Check KK Date, 02-28-99 5 of 28

REVISIONS
WETLAND AREA
/-a ----- ` ` 66.428 SQ.FT.
WETLANDS1.525 ACRES
--------n \ , AREA ----------------------
_-- -�
\• - 23.
TMS 182-22.61
s-
/,,,_ D.B. 799-643
` ZONED: RAM 15
wenANos` c------} (RESIDENTIAL)
•\ _ ; AREA \
TMS 182-26.02 °'" EXISTING 2.5 ORIFICE IN - _ - _ _
\;` -OUTLET STRUCTURE IS TO ------- ----- ---
D.B. 17-126------ ���9� W _ -----------
BE�
ZONEDi HB - -N 14'05'19 - - - T - - - - - - - - _ -_--- -
_ _ _ ORIFICE L 16.0 300.8 _ _ _
_(HIGHWAY BUSINESS)----��--- W -- 92.00, - ---
PLUGGED AND REPLACED W -- 9•..
` --
� ITH OR
A 2 AT --EL - 4
r- \ _ ` '3 `-------t2------ - _ ° \ 7* _-------- EIA D NECA H
- \- aunt r IE-s.75' ���� �NW
OEXISTING POND IS TO BE srRucruRE ' \EXI TIN15T P wen osTEMPORARY POOTDP--1252'� ` `� V/_� _� �______1°____---__ AREA �\�_CLEANED OUT SO THAT THE � . �� _'�__- ----- - __� ,,°
\ -- - -- 311 SIDE SLOPES CONTINUE _ 7\ -____ = - __--- -- WETLAND AREA TO ELEVATION 12.62
---- �p1 -- -TO LEVATION 2.5------- -__i5- „16 _ _ _-------� ----- ---___-- !� BE PERMITTED\
1'%--_I6�� CB 'e=_= _n \\ ' PERMANENT -POOL ELE�7T-1O.O
-5-= __----___= _ roar 1.7x=_--_-_- -----_ ___- _ __---________ ____===d_s _ __ ___�_,�.- ELEVATION 11.0
w _ _____ __-,6-_�7_ __ -1E .35'�--- _-�_�� _ _--_ =1-1�_
\� \ ` \�i i �- --__- a ____ _,8 _
----------------
ALIL- _-- _ l 20__
\
\ __ `_ ---
\ 0 ----Htt - ----- - - --- - ---- -- _z-----__ ---- - _ _
C6 `':\ i \. .\ , ________•ryR� \ \`� �� �� T 20.68-p�-________-_I OP-19.54'- -� z __ ___ ---- _ ______
TOP-1831' ` v i - -_ -
IE-15.41' Q� \ �A__ -�� E 14.38' m E J5.14' 18 P
\ y\� 30' CMP i - _ RIM:27.2 282 Avv`v a�
1
_ A
_17
A ADW
P , I
I 21.0 v
/ I y ieHri:
T 9 r
:
\ _ /
RIM .20.0
yy
I29.92Y 4 • :92 \ �LF of 36' CMP LC
_ ` 6.10 � �lO
Y,
/ 29.9
\
x
\ _ -- 1 2 3 R
\ �a � \
11 � I ��o '/ � � '� ASPu,QLT IN HIS AREA <..-:,•...,.;E:>': \2 / .
BE FLUSH{ WITH' 2 5. 9
\ 2 / 9 _ �992 TOP OF CREME PAD' -' 95 - EE
I \ ) 1 /
It
\ \ CB
� TOP-2268'
\\ �
IE-19.18'
.� , UNDER gIDEWALK
--- -- \\ DRAIN (REI ARCH)
24.7
TOP-21 ea' \ % .�.�. 45 25.4 29.7
IE-19.38'�� CI I I I I I 1 1
9 --- "zuliltils
V\ i Ezo24z32 \25 �� 1 DA#2=11608AC _ 1
roP-z3_ss'\CE DOWNSPOUTSvvTO DISCR RG -28
E-2o_s5' y< ; TOP-24.a4' ONTO AVEM T (RE, A CH
N C HWY. !i 17 f _ I EXISTING WAL*MART STO12E R1767 -- Y C
. / \ BETTY CARTER
(v0 r R/W) \. ,\ �• a"/ \inj
z75.7B0 sF 2 TMS 182-25.01
V\� `V A �'�r j - n09� �. F- ELEV. - 3000' 1 � t ZONED: RM
Q
(BUSINESS) ��v v ��� �( y' 28.3 (RESIDENTIAL)
Tu
/ 1 •
APPROxIMArE LocariON v 20,175 SQ.FT_ 2 '�r: ' T , 7 '
OF JUNCTION BOX CB 0.463 ACRES 1 \ 7
oP-2s6T �`zo� 1 m . O f,
CB TMS 186-27 qq LEGEND
TOP-24.69' IE-2L6T i [1. B. 30-173 i'v 1 I ) OP0 ED V A. '' 9 '
IE-22.49 _26' v v '�
WAL-MART SLOE CENTER ,tt176 Ex1sr1NG PROPOSED DESCRIPTION
CB C-172-S -OR . v_ -674.8 ---
\ TOP-zss8' SPOT ELEVATIONS
N C HWY. TOP-25.53 r 0 9� -��7-16,_,L IN-23.78' ±186,462 G.S.F. � \ -- ,,, --
N.C. tt 130 // h IE-z3 03' \'� -� CONTOURS
E our-2_3.68' I FF ELEV 30.0 9i - 9 \
(HOLDEN BEACH ROAD) /� '% -� �'� 2 _ - CATCH BASINS
7.9 A 7
28. vv= _ -� • STORM DRAIN MANHOLES
ti 1 `sue, 285 UNDER SIDEWALK
DRAIN (RE: ARCH)
`> 28.5- - _ \ \\ STORM DRAIN PIPE
CB i Av ' / 9 1 V� �- .� `-__ , V LP�
- -
<%J�-- TOP- s.21' \ HIGH POINT
IE-2za,' •` �1 � 30.4 _ � 29.92 ( \
9 - z
29.1
\\ .
TOP CB
,
IE-22.72' ce / A \ �'�IM127.1 ,� - 4
roP-z6.24' v �� 25.4E • D AII�J IM1
iE-23.94 \ IE : 23.61 RAMP ASPHALT TO 83 ° 'WALL 8.3
\ A (DOUBLE RAT FENCED TOP OF STOOP
TOP-26.85' \ '�\ \ `� . h 9 - --- DISPLAY _ �.3 ' 1
E-z4.3s' cOP z ,x LO, - AREA
29.9 v 9 r
NOTE, O l LINLET ALONG US HWY 17 �` \ 74 IE-24.84 \ S i _ Z\ cA 30.0 \ i 2 12' PVC TRUCK
T STD 84015 WITH N
T � g \
GRATE EEING STD 840.16. ® ( DR �•� � I3 WELL AI
�\ v � = ' , 5.II 9 S F - 8-BAY-
. - -
CB J, A \
- v , A U r
TOP-27.14
.4
FOUNDATION SUBSURFACE PREPARATION NOTES'
300
The final eubgrode elevation shall be established at 10• below finished floor elevation to allow for a 4' \,.\ �)
`- I `2 4� \ c/L L
concrete slab (or 11-1t2' to allow for a 5-1i7 concrete slab), over 6' of granular, self-d'alning, compactble
I9 LI* ' 15`
fill material The till material should have less than 5 percent material passing a No. 200 sieve aril _B _\
The
_
II R P F'6S
be classified as either a SP or SW soil as determined by the Unified Soil Classification System. TOP-29.75'
\ 1
contractor shall be responsible for obtaining accurate measurements of all cut and fill depths required E-26.s5'
All existing vegetation, asphalt pavement, crushed stone, concrete Curbs and foundations, and any Other
I IE-28.91'
unstable near surface soils should be removed, extending at least 5' outside the building expansion area.
the
c
Abandoned utility lines should be removed and the trenches cleaned and backfilled After stripping,
_ , 2
`
exposed sulagrade should be evaluated by Wal-Mort's geOtechnlcal representative to confirm all unsuitable
moterids have been removed The exposed subgrade should be proofrolled with a heavily loaded
tondem-axle, dump truck or similar rubber -tired vehicle. Any areas which rut or pump excessively should be
\
uraercut to stable materials and backfilled
y
Soft, wet surface soils are present n low areas t0 the north and northwest of the existing building. In
CB C
TOP-30.18' \ \
IE-28.48'
these seas, any organic-contamiraled soils should be undercut. Aber undercutting, the areas Can be
1
stabilized by 'bridging the area with an initial thick layer of relatively dry soil fill. The Initial lift should be
the
about 2 to 3 feet thick and pushed full depth progressing from the higher, mare stable areas across
Grodhg
\
low areas. The fill should also be benched Into the existing slope for long-term stability purposes.
in the lower areas of the site should be performed with light tracked equipment as much as practical to
IE-29. 44' \ 5
\ V
reduce the amount of disturbance 10 the softer ground surface. The octuW areas requiring stabilization
1
should be determined by Wal-Mart's geotechnical representative.
P`, 01 ,
Settlement plates shall be installed in the areas Of deep fill In accordance with the recormendatlOns Of
IIE 6. 41
the geotechnical report by SEME, Inc. dated October 21,1998 prior to fill placement. The settlement Plates
/ �,
should be monitored as described In the geotechnlcal report for a period of approximately 6 weeks, until
71 LF \
the rate of settlement has decreased to an acceptable level as determined by the geotechnical engineer.
RCP •0• % w
On -site materials, with the exception of topsoil, appear suitable for use as engineered fill. Wowever, the
r �
use of the on -site soils will be limited by their moisture content at the time of year construction takes
place. Off -site fill material should be evaluated and approved by WOI-Mart's geotechnicol representative
CB
to Use. All fill should be unlfor ly placed in loose lifts not to exceed 8• in thickness and canpacted
TOP-32.59'
IE-29.7s'
prior
to minimum of 95 percent of its maximum dry Unit weight as determined by a standard Proctor test (ASTM
r
a
D 698). Moisture content should be controlled to at least plus to minus three percent of optimum. The
IE-32.08'
contractor should acknowledge that bath compaction and soil moisture content requirements must be met
Wal-Mart's
to achieve a suitable structural fill. All fill material and its placement shall be approved by
geotechnical representative.
IE-31.6T-
Footing excavations shall be evaluated and approved by Wal-Mart's geotectnlcal representative so as not
to allow soft clays or silts within 7 feet of the base of the footing. At those footing locations. the soft
clays or silts shall be excavated to the 7-foot depth and a geotextile fabric shall be placed Over the
exposed subgrade. The excavations should extend 6• beyond the edge of footings for each 12• of depIN
that extend below the base of the footings. New backflll material consisting of either Cortpacted sand Or
'
No. 57 stone shall be placed to the footing bearing elevation Soft clays or silts are anticipated under
the eastern half of the site.
The foundation system shall be Isolated spread footings at columns and continuous spread footings at
walls (provided by the building contractor). These foundation subsurface preparation notes do not
constitute a complete sitework specification. Information covered In these notes shall govern over the
Wal-Mart specifications. Refer to the sitework specifications aril geotechnical report by S E ME, Inc.,
dated October 21, 1998, for specific information not covered In these preparation notes. The
gedtechnlcal report is for information only and is not considered as a design Specification.
r 30.0 _ F. 28 - -
��29.851 v
08RIM12� .5 8.
29. - - RAMP ASPHALT
' -- TOP OF STOOPI ,-
31.41 30A
- `5
��28.93 IM 1 5
�- 9
5,028 SQ.FT.' \\ r) 31.18 \\ 30.0
1.034 ACRES
l N F
SHALLOTTE BAPTIST
CHURCH Zfl.
�.Z�4. �i i TMS 182-29
j % D.B. 30-173. - rG 211,-LOPE / r - - _ - -
i f i� i
ACE
TOP-33.80' _ 5-_____- NSF
/ SHALLOTTE BAPTIST
IE-33.20'
\ y CHURCH
D.B.82-31
30-173
IE-26.84 J /
�\\® /
1 C/L DITCH
RCP , / �/ ---7
FORCE MAIN
FORCE
\ \
VALVES (3) 1
N/F
SHALLOTTE BAPTIST
\
\\\\\
CHURCH
TM5182-30
`\
\
D.B. 580-553
h
US 17 BY_PASS
SITE
¢ \1
J /
30
L LOCATION MAP
15' X 50' VEGETATED FILTER
(STAKED BERMUDA SOD)
POQ•(�
JL'ALL`./ t
10565
R. F RE�;•�
NOTE: ALL GUTTER LINES SHALL HAVE
A MINIMUM SLOPE OF 0.50%
NOTE,
REFER TO THE STORM DRAIN PROFILES FOR
PIPE SIZES, TYPES, SLOPES. INVERTS, ETC.
CAUTION NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED
ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONS-
IBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
EXISTING UTILITIES BEING EXTENDED INTO THE SITE SHALL MEET ALL THE
REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR IS
RESPONSIBLE TO COMPLY WITH ALL UTILITY COMPANY SPECIFICATIONS AND
REQUIREMENTS.
REVISED IPER OWNER'S COMMENTS
®MAY 11, 1999
REVISED PER NCDENR COMMENTS
O 60 a
SCALE r 60'
BEFORE DIGGING IN THIS AREA, CALL
THE UTILITY PROTECTION CENTER
1-800-632-4949
M-F 7, 00 AM - 7100 PM
Notes;
I. The Contractor shall refer to the architectural plans
for the exact rxlmber, size, and location of roof
drains.
2. Information concerning The Underground utilities was
obtained from available records and field locations
when possible, but the contractor must determine the
exact location and elevation of all existing utilities by
digging test pits by hand at all utility crossings well
In advance of trenching. If clearances are less than
specified on the plan or 12% whichever is less,
contact the design engineer and the owner prior to
proceeding with construction.
3. The contractor is responsible for the design and
Implementation of all sheeting, shoring, bracing, and
special excavation measures required to meet OSHA,
federal, state, and local regulations pursuant to the
installation of the work indicated on these drawings.
The Owner and the design engineer accept no
responsibility for The design(s) to install said items.
4. All in -place culverts will be protected by the
contractor during construction. Any damaged or
crushed pipes will be replaced at the contractor's
expense.
5. The erosion control devices Installed will be
maintained for the duration of construction until the
site is completely stabilized. Refer to erosion control
Plan.
6. Storm drain pipes will be Class 3 reinforced
concrete pipe (ASTM C-76), meeting NCDOT
standards unless otherwise specified on the plans.
7. Corrugated polyethylene pipe (CPP) may be used
in lieu of RCP in those sections indicated on the
storm drain profiles.
8. All slopes 3:1 and steeper shall receive a curlex
erosion control blanket.
FLOOD INFORMATIONI
Subject property is located in Zone ' C,'
areas of minimal flooding.
FEMA Map a 370388-0001-8
Datedl January 3, 1986
WAL*MARTI
WAL-MART STORES, INC.
2001 SE IOth Street
Bentonville, Arkansas 72712
501-273-4000
Engineers • LUndsccpe Architects
209 West Stone Avenue
Greenville, South Carolina 29609
864-233-5497
fax [phone]
Zoning HB (Highway Business District)
Address 1 4540 Main Street
Shaliotte, NC 28459
Deed Ref , 849-968
Plat Ref V-325
Tax Map 1 182-25
Owner , Wal-Mart Stores, Inc.
2001 Southeast IOth Street
Bentonville, AR 72712
BRUNSWICK COUNTY
GQADING PLAN
WAL-MART STORE **1767
Shollotte North Carolina
Drawn CAG Fw, Job, 9&087 Draw'
ing
Crew( M Darrel oz-28-99 14.28

REVISIONS
D.B. 17-126--- -' - N 08 05 19" W _-----
_\ZO_ _ _
HIGHWAYDBUSINESS) ------"------ /-____--- - 0O 300.8 ___ _
\ - OUTLET _ �``_�� - -- -
' -' v A � 92 e
\ 1
\
�- --77
�v _�l� - _
� STRUCTURE v v / � � WETL�DS
\ --- - __ - S UCTU E \ -_�-f _ _______ _- - _ _
v v - TOP-t252' v, , _ �- -,o-- , _ __ - ,SEA - LOCATION MAP
-�`�-------- ��` _ __ ,e w -- ----- _-- �_�- �11 �� DSLIMITTLF2BANCE
---I -11.5 ____-_ °_ _is_- ____��-_ -��_ _ _ _-__- Is _- ___�,��-_v ` .SILT /o
\ A __ __E___ ___ _ ___ - --____ a __ ___-___ FENCE _-
V s -/�pper /� _ WALL- -16"_ _n- =1E-16.35'�- �� - _ - -'/_ _ _ _ _ _
�\ \ `'--- V` i -----_ --__- - _- �� ___--___ �~ __ -
\ _ _ _ __ _ __ _ _ _ __ _ _ _ _____ _ _ ___
_le- 1
\Q , 1 1 - CB_______-_
o _____ � � -' �' /��CB_--- _____-_ � - o_-l-r=-__. �-__ �__ ___ _ - `�; _-_-z120 _ _; RIPRAP APRON
CB A \ I ------ .- �,� 1 i TOP-20.68 - - -_ -_1 .54� / --- _ _-___ - -- - -
TOP-18.31' - _�_' IE-14.38' ,� _ TOP 9 I _ ` - •••
X :i•
FT
_ _ - _
LENGTH -
IE-15.41' ,J \ \ / 0' _ _ � 1 L _ - _ _ _ _ � � " � _ 30" CMP IE-15.14' . I 1 18 , 18 lL - Y _ - _ _ � J \ \\ \ THICKNESS 4 IN
Q ` - / / X X O
-��+`--- LIMITS OF''d,o,_6 INCHES
DISTURBANCE "
\ � I C� � -� � l Paz --__ � / j
SILT
IP
1
1 _ 21 _
_ I / I / _ / _ vI
CB
TOP-22.68'
A\ Iv 1E/-19.18'
a ,_--------� 1 ` US p 9Y_pgSS
_ 1 \
WETLANDS ARE
------
ell"
\� - SITE
----------- -----------
TMS 182-22.61
I$S4y5'K
1 D.B. 799-643
ZONED: RAM 15 i
- 9 (RESIDENTIAL) V1
TMS 182-26.02 -�lo-� -- �� \ v` ------------------
SEDIMENT BASIN
DRAINAGE AREA
9.58 AC
STORAGE REQUIRED
17330 CIF
STORAGE PROVIDED
45512 CIF
PERMANENT POOL ELEV.
11.0
BOTTOM ELEVATION
5.0
CLEANOUT ELEVATION
8.0
TOP ELEVATION
15.0
TOP WIDTH
8 LF
TOP OF RISER
12.62
BOTTOM LENGTH
171 FT
BOTTOM WIDTH
21 FT
DISTURBED A - 1.08 AC _ ---
CB \?.� /� I I I -,
TOP-z1.ea' �s I LIMITS OF ----
IE-19.3a' �� - �y ® �_� DISTURBANCE 1 / _ ce
1
V`, I T P 23.32' v vas �° I RLIGT APRON
\ f ` IE- 6.42'
\ WIDTH O 24 FT THICKNESS 18 IN
TOP-23.35'`�s ' I .� d,� 8 INCHES
-CB
-v
IE-20.55' 1 \ TOP-24.44' / ,
I _ ,' IE-21.44' / I , I N/F
N.C. NWY. 17 �,g4 \ ( EXISTNG WAL•Iv1ART STORE :<r167 CARTER
�90b ti� ' \ m if saFv a000' --_z75,780 Sr \ TMBETTY82-25.01
(80 R/W) v 5 /fp
�^ �'` V^ \\ I I N \ p _ ZONED: RM
(BUSINESS) ' W , IF (RESIDENTIAL)
APPROXIMATE LOCATION \� 20,175 SQ.FT. Yip \
OF JUNCTION BOX CB 1 ' 1
0.463 ACRES
CB TOP -25.67' TMS 186-27
IE-21.67' D.B. 30=173 ED
v 1 '
TOP-24.69' ^ 1 PROPO 9
IE-22 49' v I / 1
WAL-MART SUPEF< CENTER ,=176 -vv
�_-�--' / / � TOP-26.58' / I j C-172-SG -OR.
TOP-25.53' J 9 �� IE IN-2 58' 1 ±186,462 G.S.F.
N.C. HWY. 130 �78
-
�� IE-23.03' � CIE OUT_23.68'
(HOLDEN BEACH ROAD) - �' - I /
/ � 11 e
/
SILT vv".
i ? FENCE -�:`:v
�`v
1 � cB � � , 9 �--� ���. LIMITS OF
A 1 :DISTURB i --
'-- TOP-25.21' •
,
0 DISTURBED AREA `I 9.58
CB
TOP-25.02'
IE-22.72'Ce
TOP-26.24'�
\\- �ce
TOP ' DISPLAY
v ,®IP AREA
2 2 4•
I g.7 S_ ILT - �� v •),i SEA 6NAAI- Y _ _
( FEI v
O �. _ __
i \\�_ \I /
Nr 1 v as
SEQUENCE OF CONSTRUCTION (PHASE P: 51 9 SF� _" � � 4
_
-
/�
I. Obtain certificate of plan approval from NCDENR Land Quality Ce
TOP-27.14' Tpp
Seof ion. IE-24.14' 1 STOCKPI
' AREA 9
2. Install perimeter silt fences and the stabilized stone construction �- I iP \� -- ---
entrance.
c6
3. Clear and grub only those areas required for the installation of the TOP-28.7s
sediment basin. Strip topsoil from the areas of the sediment basin and IE-z6.ss
stockpile on topsoil stockpile area. \ �r
i � �� IE-28.91'
1 / Y
\`
4. Construct the sediment basin as shown on the plans. When -� \�� LIMITS OF
construction of the basin is complete, seed the slopes with the \ 1 'OF
��'� / ,45,o2s sDISTURB
1 II '� 1.034 ACRES
temporary seed mix. I < N/F
1.� � i \
1100,
5. Clear and grub the areas required to construct the perimeter
diversion dikes. Construct dikes and seed with the temporary seed mix
and mulch as soon as practical.
6. Mass grade the site, including the building pad and the parking lot.
Begin construction of retaining walls and bring wall up as grading allows.
7. Upon completion of the mass grading of the perimeter cut slopes,
respread topsoil and seed with the temporary or permanent seed mix.
8. Begin building construction, install curb and gutter, storm drains, and
underground utilities to serve the site. Immediately upon completion of the
installation of the storm drain inlets, install inlet protection. Upon
completion of the installation of the underground utilities, install stone
pavement base course in all areas to receive pavement to stabilize the
disturbed areas.
9. Complete the building construction and pave the parking lot and
roadways. Inspect and re -seed any disturbed areas that have not been
stabilized with vegetation. Install landscaping, stripe parking lot, and
perform general clean-up of the site. When all disturbed areas have
been stabilized, clean remaining silt from behind silt fences and remove
silt fences.
TOTAL CONSTRUCTION TIME = 8 MONTHS
1 SHALLOTTE BAPTIST
TOP-30.18' •p V I
1 �'/ M CHURCH
IE-28.48' '
i TMS 182-29 i+ ,
D.B. 30-17�
v ' J i
/Ce
TOP-33.80' - ------ N/F
IE-29.44' �� �/ ,' IE-33.20' J 5 / \ SHALLOnE BAPTIST
CHURCH
TMS 182-31
STABILIZED STONE \' \ \ \ \ CA DITCH ---- -/ /
CO TRUCTTION ENTRANCE/I r
CB u
TOP-32.59' \
IE-29.79' -
15' RC ---7
IE-32.08' FORCE MAIN /
VALVES (3) 1 N/F
SHALLOTTE BAPTIST
IE-31.67' ` CHURCH
\\\\\ \ TM5182-30
�\ D.B. 580-553
k
6 FORREBAY
TPDMMENSIONSt 54.79'3X X896i'
�p0••,...... fly ..
S .y '
y9 .
SEAL
10565
FRE
LEGEND
EXISTING PROPOSED
DESCRIPTION
- - - -ez6- - - - 625
CONTOUR
- -
STORM DRAIN
❑
MANHOLE
❑ ■
CATCH BASIN
®
INLET PROTECTION
-t--f- ®
SILT FENCE
DIVERSION DITCH
®
STONE CONSTRUCTION
ENTRANCE
-
LIMITS OF DISTURBANCE
A MAY 3, 1999
REVISED PER OWNER'S COMMENTS
® REVISED 11, I PER NCDENR COMMENTS
d
BEFORE DIGGING IN THIS AREA, CALL
THE UTILITY PROTECTION CENTER
1-800-632-4949
M-F 7 1 00 AM - 7 1 00 PM
EROSION/SEDIMENT CONTROL NOTES
I. Sediment control measures must be inpected
and maintained regularly in order to insure that
the intended purposes are accomplished.
2. All disturbed areas not Intended for paving
shall be seeded as per speclTications.
3. All graded slopes 3 to I (horiz. to vert.)
and greater shall be stabilized with an approved
curlex erosion control blanket and seeded.
4. Stabilization requirements: (Not necessarily
vegetation) All perimeter controls are to be
stabilized within 7 days of installation. All other
disturbed areas are to be stabilized within 14
days.
5. Temporary sediment control measures shall be
maintained until all contributing areas are graded
and stabilized.
6. The user is responsible to verify all
information shown on these plans.
7. The contractor shall note that in case of
any discrepancy between the scaled and
computed dimensions shown, the computed
dimensions shall govern.
8. Excavated earth shall be piled on the high
side of excavations.
9. The grading shown is for permit purposes
only and the Contractor shall be responsible for
the quantities used for the preparation of the
bid.
10. Contractor to provide a stabilized outlet for
every 100 feet of continuous silt fence
installation.
Il. Diversion ditches should be seeded with
temporary seed mix.
WAL*MART
WAL-MART STORES, INC.
2001 SE IOth Street
Bentonville, Arkansas 72712
501-273-4000
Engineers • Landscape Architects
209 West Stone Avenue
Greenville, South Carolina 29609
864-233-5497
fax [phone]
Zoning HB (Highway Business District)
Address 4540 Main Street
Shallotte, NO 28459
Deed Ref 849-968
Plat Ref V-325
Tax Map I 182-25
Owner Wal-Mart Stores, Inc.
2001 Southeast 10th Street
Bentonville, AR 72712
BRUNSWICK COUNTY
SEDIMENT/EROSION
CONTROL PLAN
WAL-MART STORE =1767
Shallotte North Carolina
Drawn GAG FEK Jab, 98.087
Check KK Date, 02-28-99 18 of 28

REVISIONS
g
TOP OF DI
<E
EL - 15.0
48" C
P RISER
(SETTLED
EIGHT)
Wt TRASH
RACK
TOP OF
121SEQ
FINISHED
EL - 12
62
GRADE
COMPACT
FILL TO
RAIN ORIFICE
(2')
95% MAXIMUM
EL - 11.0
3: :,'
.' 3;
DENSITY
TOP WET
STORAGE
EL - 11.0
INV.
- 10.2
TED
SLOPE)
12' VEGET
SHELF (6:1
15' X
50' VEGETATED
BOT. POND
EL - 5.0
40' OF
24" BITUMINOUS
COATED
CMP AT 2.
%
POND DATA•
BOTTOM OF POND - 5.0 TOP OF BERM - 15.0
TOP OF WET STORAGE - 11.0 TOP OF RISER - 12.62
I.E. AT RISER - 11.0
I.E. AT OUTLET - 10.2 IiGALVINIZED METAL
I' RAINFALL ELEVATION - 12.62 TRASH RACK
MAX. 100 YR STORAGE EL - 14.23
1" RAINFALL VOLUME - 27,277 C.F.
1" RAINFALL ORIFICE EL - 11.0 48" CMP RISER
ORIFICE TO BE I - 2.0" DIA.
TOP OF RISER - 12.62
TOP OF DIKE - 15.0
CONNECTION SHALL
I - 2.0" ORIFICE BE WATERTIGHT
OUTLET ELEVATION - II.O
La
40 LF 24" BITUMINOU
COATED CMP AT 1.0%
V__1
NOTE: COMPACTED FILL TO BE COMPACTED TO CONCRETE BASE TO BE
95% OF STANDARD PROCTOR PER ASTM D-698. 8' X 8' X 18" (EMBED RISER
BOTTOM ELEVATION 5.0 ' °" • � < 6" INTO THE BASE)
SECTION TNRU PROPOSED POND 2 PROPOSED OUTLET STRUCTURE DETAIL
N.T.S.
MEcAsT car,�t
EXISTIN
3 RISER
/
TOP OF EXISTING
DIKE
TOP OF
rE=L
OSEP
3
I
3
3
EXISTING
GRADE
(2')
.O
BOT. POND
EL - 2.5
EXISTING
OUTLET PIF
E
Project Description
POND DATA:
BOTTOM OF POND - 2.5
TOP OF WET STORAGE - 10.0
I" RAINFALL ELEVATION - 11.43
i r
"'3
I" RAINFALL VOLUME - 17,683 C.F.
A i 2" I a
A
I' RAINFALL ORIFICE EL - 10.0
ORIFICE TO BE 1 - 2.0" DIA.
o
(PLUG EXISTING 2.5" ORIFICE)
11ElKING dAgtr•
...BALIL--B&'rl�Tl/fi.�_l•r•'di
rAGW WnW- TtM T-ACU i • ATE.., , 'I"t
IV TV x-**- 6ALW W AN" WAME
�
=y
br 4'-011
(0
-
_ATTACH 64WANrtED Weft
Z-*) mtft
-O
5TZU(gI.l
c+$H garde SM" eIellE�s
omimcE (e Mom <rfawnl
I.
3 c"aer1,1�
N
(U.C�
lkv, 1.00 9. 5J
-
- S -
NOTE: COMPACTED FILL TO BE COMPACTED TO
95% OF STANDARD PROCTOR PER ASTM 698.
POND
SECTION TNRU EXISTING
N.Ts, '�GN D
5E4:j70iJ A -A
EXISTING OUTLET STRUCTURE DETAIL (W/MODIFICATIONS)
Planned Erosion and Sediment Control Practices
The purpose of the project is to construct an expansion of a
±75,780 sf Wal-Mart Store to a ±185,883 sf Wal-Mart SuperCenter
with all associated paved roads and parking areas. Construction will
also include installation of all erosion control measures, water and
sewer and all electrical and gas facilities to serve the site.
Approximately 10.66 acres will be disturbed during construction period.
The site is located at the intersection of North Carolina Highway
130, (Holden Beach Road), and North Carolina Highway 17 Business.
Site Description
The majority of the site currently drains to the for western portion of
the property into a wetland area.
All off -site drainage which enters the property will be routed around
or through the property and will therefore have no bearing on the
calculations for the stormwater management facility.
Adiacent Property
Land use in the vicinity is a combination of commercial and residential.
The site is bordered to the north by residential property, to the east
by a church, to the south by INC Highway 17 Business, and to the west
by woods.
Sediment control measures will be taken to protect all adjoining uses
from silt laden runoff. Sediment control devices will consist of, but not
be limited to, silt fence, inlet protection, a temporary sediment basin,
diversion ditches, a stone construction entrance, and temporary
and permanent seeding.
I. Sediment Basin
The proposed stormwater retention pond will serve as a temporary
sediment basin during construction. As the site is graded and as
filling operations will allow, the stormwater system will be
installed with inlet protection and runoff will be directed
to the sediment basin through the pipes. The sediment basin
is designed to provide both sediment retention and stormwater
retention. See the Erosion Control Details and Water Quality
report for supporting calculations.
2. Temporary Gravel Construction Entrance/Exit
A temporary gravel construction entrance will be installed
near the southeast corner of the site along NC Hwy 17 Business.
During wet weather it may be necessary to wash vehicle
tires at these locations. The entrance will be graded so that
runoff water will be directed to on -site sediment devices.
3. Temoorory Diversions
Temporary diversions will be constructed as shown on the plans
to prevent surface runoff from leaving the site and to divert
water to the sediment basin. Each diversion ditch will be checked
at the end of each working day to insure positive drainage
to the basin. As the fill increases, eventually the diversions
will be eliminated and all water will be directed to the
stormwater system.
4. Temporary Block and Gravel Inlet Protection
A temporary block and gravel drop inlet protection device will
be installed at each Inlet located on the site. Runoff from
the devices will be directed to the sediment basin. (Note: The
presence of this device reduces the sediment load on the
sediment basin and provides sediment protection for the pipe. In
addition, sediment removal at this point is more convenient than
from the basin.)
5. Land Gradin
Heavy grading will be required on approximately 10.66 acres. The
expansion will be situated mostly on the eastern side of the property
in an area of cut and the parking lot area will be in areas of both
cut and fill. Refer to specifications for compaction requirements.
All cut slopes, unless noted otherwise, will be 211 or flatter.
(Slopes in the ponds are to be no greater than 3: 1).
Cut slopes will be fine graded immediately after rough grading,
the surface will be disked and vegetated according to the
Vegetation Specifications.
Fill slopes will be 2:1 or flatter as well. Fill will be placed
in layers not to exceed 8 inches in depth and compacted.
(Note: All fill shall be placed in strict accordance with the
specifications)
Filling will
be
done in a continuous
operation until
final grade
is
reached. All grading will be accomplished in such
a manner
to
insure positive drainage
to the stormwater system
and/or the
pond. All disturbed areas
will be stabilized with
the temporary
and permanent seed
mixtures and protected
with mulch.
6. Sediment Fence
Sediment fence will be constructed as shown on the plans and
around the topsoil stockpile area. Note that silt fence is reinforced
with wire fence. Some areas are critical and very close to the property
line. Silt fencing is done in areas that are critical to be
maintained and will provide better protection for adjoining neighbors.
MAINTENANCE PLAN
I. All erosion and sediment control practices will be checked
for stability and operation following every runoff producing
rainfall but in no case less than once every week. Any needed
repairs will be made immediately to maintain all practices as
designed.
2. The
sediment
basin will be
cleaned out when the level of
sediment
reaches
elevation 8.0
in the proposed basin. Sediment
shall be
placed
on the topsoil
stockpile.
3. Sediment will be removed from the block and gravel inlet
devices when storage capacity has been approximately 50%
filled.
4.
Sediment will be removed
from behind
the sediment fence when
it
becomes about 0.5 feet
deep at the
fence. The sediment fence
will
be repaired as necessary
to maintain
a barrier.
5. All seeded areas will be fertilized, reseeded as necessary,
and mulched according to specifications in the vegetative plan
to maintain a vigorous, dense vegetative cover.
BEFORE DIGGING IN THIS AREA, CALL
THE UTILITY PROTECTION CENTER
1-800-632-4949
M-F 7 1 00 AM - 7 1 00 PM
��� •' off .y9..'
9�
k�' fP'0
9• FRE��,•:\a
WAL*MART
WAL-MART STORES, INC.
2001 SE IOth Street
Bentonville, Arkansas 72712
501-273-4000
FREELAND and KAUFFMAN, INC.
Engineers * Landscgoe Architects
209 West Stone Avenue
Greenville, South Carolina 29609
864-233-5497
fax [phone]
Zoning HB (Highway Business District)
Address 4540 Main Street
Shallotte, NC 28459
Deed Ref 849-968
Plat Ref V-325
Tax Map 18Z-25
Owner Wal-Mart Stores, Inc.
2001 Southeast IOth Street
Bentonville, AR 72712
BRUNSWICK COUNTY
POND SECTIONS
AND NOTES
WAL-MART STORE =1767
Shallotte North Carolina
Drawn CAG FW, Job- 98A87
Ched KK Date, 02-28-99 19 of 2 8

STONE OUTLET
REVISIONS
Rip Rap
Energy
Dissipator
A
►I
Outlet
Piping
VEGETATED FILTER DETAIL
A
r Receiving
Flow Stream
Spreader
Meehanism
PLAN
i
SECTION A -A
NOTE:
STRUCTURAL STONE SHALL BE
(CLASS 'B') STONE FOR EROSION
CONTROL PURPOSES
BE 15E OR CONTROL S ONE SHALL
SILT FENCE
SILT FENCE
SILT
SEDIMENT
SE
ONTROL
1�1 -6' MIN;
�i,�=,01
�L',�L,►_
STONESTRUCTURAL
CROSS SECTION
rKUIN I V ICVV
TEMPORARY DIVERSION DIKE
Definition A temporary ridge or excavated channel or combination ridge and channel con-
structed across sloping land on a pre Determined grade.
Purpose To protect work areas from upslope runoff and to divert sediment -laden water
to appropriate traps or stable outlets.
FENCE
FENCE
Plan temporary diversions to function 1 year or more, or they may be con-
structed anew at the end of each day's grading operation to protect new fill.
Diversions that are to serve longer than 30 working days should be seeded and
mulched as soon as they are constructed to preserve dike height and reduce
maintenance.
Where design velocities exceed 2 ft/sec, a channel liner is usually necessary to
Conditions Where
This practiceappliestoconstructionareaswhererunoffcanbedivertedanddis-
prevent erosion (Table 8.05a, Appendix 8.05).
P ractice Applies
pow of properly to control erosion, sedimentation, or flood damage. Specific
Temporary diversions may serve as in -place sediment traps if overexcavated f
locations and conditions include:
to 2 ft and placed on a nearly flat grade. The dike serves to divert water as the
above disturbed existing slopes, and above cut or fill slopes to prevent
stage increases. A combination silt fence and channel in which fill from the
runoff over the slope;
channel is used to stabilize the fence can trap sediment and divert runoff simul-
• across unprotected slopes, as slope breaks, to reduce slope length;
taneously.
below slopes to divert excess runoff to stabilized outlets;
Wherever feasible, build and stabilize diversions and outlets before initiating
• where needed todivert sediment -laden water to sediment traps;
other land-disnrrbing activities.
• at or near the perimeter of the construction area to keep sediment from
Design Criteria Drainage areas-5 acres or less.
leaving the site;
• above disturbed areas before stabilization to prevent erosion and maintain
Capacity —peak runoff from 10-year storm.
acceptable working conditions.
• Temporary diversions may also serve as sediment traps when the site has
Velocity —See Table 8.05a, Permissible Velocities for Erosion Protection, Ap-
been overexcavated on a flat grade; they may also be used in conjunction
pendix 8.05.
with a sediment fence.
Ridge design— side slope: 2:1 or flatter
Planning
3:1 or flatter at points where vehicles cross
It is important that diversions are properly designed, constructed and main-
top width: 2ftminimum
Considerations
tarned since they concentrate water flow and increase erosion potential (Figure
freeboard: 0.3 ft minimum
6.20a). Particular care must be taken in planning diversion grades. Too much
settlement 10% of total fill height minimum
Compacted soil)
i
Coarse aggregate
slope can result in erosive velocity in the diversion channel or at the outlet. A
change of slope from steeper grade to flatter may cause deposition to occur. The
deposition reduces carrying capacity and may cause overtopping and failure.
Frequent inspection and timely maintenance are essential to the proper function-
ing of diversions.
Sufficient area must be available to construct and properly maintain diversions.
It is usually less costly to excavate a channel and form a ridge or dike on the
2
I< min >I
�' F1oW
::��r'::�.':.''.•:;;:.�{.:..;;..;.r..;: 18" min t�
6 typical
downhill side with the spoil than to build diversions by other methods. Where
space is limited, it may be necessary to build the ridge by hauling in diking
material or using a silt fence to divert the now. Use gravel to form the diversion
dike where vehicles must cross frequently (Figure 6.20b).
Figure 6.20b Temporary gravel diversion dike for vehicle crossing (modified from Va SwcC).
Channel design— shape: parabolic, trapezoidal, or V-shaped
side slope: 2:1 or flatter
3:1 or flatter where vehicles cross
Grades —Either a uniform or a gradually increasing grade is preferred. Sudden
decreases in grade accumulate sediment and should be expected to cause over-
topping. A large increase in grade may erode.
Outlet —Design the outlet to accept flow from the diversion plus any other con-
tributing areas. Divert sediment -laden runoff and release through a sediment -
trapping device (Practice 6.60, Temporary Sediment Trap and Practice 6.61,
Sediment Basin). Flow from undisturbed areas can be dispersed by a level
spreader (Practice 6.40, Level Spreader).
Small diversions —Where the diversion channel grade is between 0.2 and 3%,
a permanent vegetative cover is required. A parabolic channel and ridge 1.5 ft
deep and 12 ft wide may be used for diversions with flows up to 5 cfs. This depth
does not include freeboard or settlement. Side slopes should be 3:1 or flatter and
the top of the dike must be at least 2 ft wide.
Construction 1. Remove and properly dispose of all trees, brush, stumps, and other objec-
Specifieations tionablematerial.
2. Ensure that the minimum constructed cross section meets all design require-
ments.
3. Ensure that the top of the dike is not lower at any point than the design eleva-
tion plus the specified settlement.
4. Provide sufficient room around diversions to permit machine regrading and
cleanout
5. Vegetate the ridge immediately after construction, unless it will remain in
place less than 30 working days.
Maintenance Inspect temporary diversions once a week and after every rainfall. Immediate-
ly remove sediment from the flow area and repair the diversion ridge. Careful-
ly check outlets and make timely repairs as needed. When the area protected is
permanently stabilized, remove the ridge and the channel to blend with the
natural ground level and appropriately stabilize it.
BEFORE DIGGING IN THIS AREA, CALL
THE UTILITY PROTECTION CENTER
1-800-632-4949
M-F 7100 AM - 7100 PM
sal
SEAK-� * =
10565
�� • : <i
P
E
t. FRE �,NN
�rI llll lrl\\I�
�Z
WAL*MART
WAL-MART STORES, INC.
2001 SE IOth Street
Bentonville, Arkansas 72712
501-273-4000
FREELAND and KALIFFMAN, INC.I
Engineers • Landscape Architects
209 West Stone Avenue
Greenville, South Carolina 29609
864-233-5497
fox 864-233-8915
Zoning 1 HB (Highway Business District)
Address 1 4540 Main Street
Shallotte, NC 28459
Deed Ref 1 849-968
Plat Ref 1 V-325
Tax Map 1 18Z-25
Owner 1 Wal-Mart Stores, Inc.
2001 Southeast IOth Street
Bentonville, A2 72712
BRUNSWICK COUNTY
SEDIMENT/EROSION
CONTROL DETAILS
WAL-MART STORE U1767
Shallotte North Carolina
Drawn JGR FEK Job, 98.087 Drawing
Cheat KK Date 1 02-28-99 2 O of 28

VICINITY
l- >
Z
SITE WORK NOTES: - .J
- 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME 14.,, WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET a
FAMILIARIZED WITH FIELD CONSTRUCTION CONDITIONS. LOCAL AND STATE PLUMBING CODES. METER AND TAPS SHALL
• MEET ALL LOCAL REQUIREMENTS.
2. CONTRACTOR SHALL COORDINATE WORK, WITHIN NCDOT AND LOCAL 00 w
RIGHT OF WAYS WITH PROPER AUTHDRIT IF' AND SHALL MEET 15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. S N O
VAk ANY REQUIREMENTS AS TO TRAFFIC CON TROL AND CJNNECT'ON
Y
TO EXISTING STREETS. 16. U .fl
\0 ALL DIMENSIONS ARE TO FACE OF CURB OR SIDEWALK UNLESS rn a
3. CLEARING AND GRUBBING REMOVE ALL ?BEES, SI UMPS, OTHERWISE NOTED. Z Z0 w Z
/ ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURE:;, BURIED _ i O
\\/ / - / �j1 00 UTILITIES, STORAGE TANKS, ETC. WITHIN THE L=MI-.Ty CF 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS V a U
CONSTRUCTION. RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED
0 EARTHWORK CONDITION.
4. STRIPPING BEFORE EXCAVATING OR FILLING, REMOVE ALL ,n z
/ �•� ��CU�� TOPSOIL, WOOD, LEAVES, AND ANY OTHER UNSUITABLE 18. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF cL
MATERIAL. 1 VERTICAL TO 3 HORIZONTAL. -- _ O
o `�y/�/ \�\J� V \•�\ 5• MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND 19. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF �p Ou
`c' \ Ull
EXISTING BURIED CONSTRUCTION DEBRIS AS REQUIRED AND DISTURBANCE. O
(j / / �,• FILL TO SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL
/( /y COMPACTED AS SPECIFIED. - 20. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES w
d(j• y I _ BEFORE THE PROJECT IS COMPLETED. _ Om
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OREXCAVATED f
21. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION 05
�O�' y�x' / / - \ SPOIL SHALL BE REMOVED FROM SITE. �
�\ / \ ) IF THOSE SHOWN ON THIS PI. AN ARE NOT EFFECTIVE.
�� 7. BORROW MATERIAL: THE CONTRACTOR SHALL FUP.NISH BORROW
,�• / / /" `\\ / ••� J MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED'
•\Q tih \\ PERMITS ASSOCIATED WITH BORROW OPERATIONS. _ Z
22. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNItJG
�• " - �'c / / / CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. w
8. LAYOUT: THE'CONTRACTOR SHALL PROVIDE ALL LAYOUT C
J / / REQUIRED TO CONSTRUCT HIS WORK. L
2'.. CONSTRUCT THE DETENTION POND BEFORE GRADING REMAINDER w
_•� ,, `,.,,, ' /� / OF SITE AND INSTALL NEW SWALE TO THE POND TO ACT AS A
r / / � ✓ r ) 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCAT_ON AND
y/ % ;S QL F•• ` 2/ rl / ryl0 � \\ . \ \ ( ) PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. SILT BASIN DUPING CONSTRUCTION.
/ / �l/
/ /_ (,Ocjy.-/)`� /�--•I,.' / / - \ \ I \\\ 10. EXISTING BOUNDARY AND TOPOGRAPHIC" INFORMATION FROM 14. MAINTAIN ALL MEASURES UNTIL THE P3_JECT IS COMPLETE Z
/ \ / SURVEY BY NORRIS 8 ASSOC. 8 PROVIDED BY OWNER. SEE REMOVE ACCUMULATED SILT AS NEEDED TO KEEP THEM • Q
` FUNCTIONING PROPERLY. C
• •f i::: ✓[(iiii�. ' �. '/ .: "'*/ V .�� �/r "., �% -` �h� \\ /// � SHEET C4. / I F P L
FOI�LW� / 0 '"""</ ' \ 1 •r i , q I 25. REMOVE TEMPORARY ,MEASURES UPON COMPLETION PROJECT.
NE ERi�l15/ -~ "\ '\ .x// ' ;.',��'.,N ` 11. THE CONTRACTOR SHALL VERIFY DIM=NSIONS . T OBSIIE. F
GEN. " r`:::: . I 0 i
ALL PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE
Cr
72. THE CONTRACTOR IS RESPONSIBLE FOR THE COORU.SNAT IO`J F02 PROJECT CLOSE-OUT. U
RELOCATION R DISCONNECTION 01= ALL EXIS? PJG UTiLI_-It5 w
,(�• / .. y '''r \, . "/- / WITH APPLICABLE AGENCIES AND AUTHORITIES. " ' ' L "" I—
/ ALL PAVEMENT AND BASE MATERIALS :AND WORKMANSHIP ST ALL -- TF
` •• �•/ / ' - _ :. v ;: ~. ../ .' �., lY �> �/�=moo ��Y ' J / l / tiv/ .:'INFORM TO NCDOT STANDARDS.
'^
It UJ
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/
2l RI I-..R TO SRLF.T 5 4 FOR SUBSURF ICE ANL FOUNDATION DAT I04 PREPARATION.
SON
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FOUNDATION 5UBSCRFA__ P_EPARA'1014
/ / % ✓ / / / _ _ _ — — — — \ \ GJ� 1 O // / \ / / / - PREPARED 6V WALLACE ENGINEERIrJG STRUCTURAL CONSUCL'.NTo Z
Ld
I \w� i.Y �L. / _,4-\ \ / // THE FINAL OW FIAOE FL 1 'O. SHALL BE =s Pe' ISH Eo e 1 Q
aC3! L
0
/ / \ -NC-
INCHES D.LOW FINIS
D FLOOR n cyA--IOi TO AL GA cCa � 4
/ SLAB AND fi IlICCIE C [U A F/ { PRO rgS B" THE
W—W// 1F CT )R). H- TF C J P! 'TOP A � B. R P N r F^o
-Ty�-Pt�RI LING AC.LRATF-IEA_I.R r•JTG L , ,_L CUT FI_L _PfHS
LMP,T Pt T! S SHALL EF INSTAL LFfi IN pr,C, G„ ^E WL`F' _ _
Ir PORT ' ISY WFE rlGf 1 - E>'Y r ,LNT , D 67i6 ,ICA� W
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sop hEZITIOQ CONNFcT I1EW PIPE
-To EY-10T.. PI PE ^P \
5o LONG( 15, wim
VEGET'.71VE FILTFK
14EE DETAIL,
I-zovE fE1�1POKAle( oii'iLL W4Y121P-K'AP
j AND rILTEK FApAeIG AND coN51'RLrr
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GL�at 1 Of EX Gi . - - - - -
DITCH py-p.151claU. - �.10j. / DES TFN
Yo D7Alu, by N i9 cArGl+iIFJ /
i•'� CONSTRUCTION LIMITS
10/ ' EXISTING CONTOUR �I UGH-( Mo(�.L i N wr. KFP
UGHT \ \ G�IhF.L, �/ _�i MATE 6. 13 • 91
✓�'x TEMPORARY SILT FENCE
ti _._ TFLEPHou6 NIANNoI�
NEW SPOT ELEVATION \
N IS 12GPJIto LF tzAlyE To Gi'ADE A�i IZFta'D ;, C
EROSION CONTROL MEASURE AT INLET W FIAI�ED E`D S�foLt�-^ /, �•. \\ ° // v
® CpKINrGT WE.W PIPE To NEW
HEAVY DUTY PAVEMENT
(A�PH4LT j vaoP wLE(
®` NEW uGDOT *exlee, CIWF INLET ^�''
PAVEMENT WIDENING Top Zy.(o5 �.�` °�,;?•'iLLI'
CONCRETE SURFACE I INV. 21•RD
2

r
nAr! "AELJ i ALL
CO T Al :v .n5 � SPECS .r 'CP +-'ICE -•° I •: 1/e- > CJ➢➢ri -ueCs '1.aQRi.
Aq 3_ TT'y OF SASE ArE \ ]OUT ANU rL_SR • -CP :r _Cn PE'- 3ASE
r
'aC+I CE TEL„_F :.JR !';J.pE.Kwrl.^.a d11I LO J➢
-� POLE SASE 'LATE ,ND 30.T;I,�SS•��2A, CIA. CC,CRE'E :OCMAIIdI
RT"ERN RUR IuruF ¢::RE9'S -
RECCUEMAn
CryER -..CAL
` SASE nwiE RQT NqE
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\ MAIbIAE YIlN `B �( � B
COVER RELWEO � � P4p/1 ce �p
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~ , rl,e t 1 E / - - \ �' ^'� a0.1T ,w0 FLLSN YITH 'OP OF =CNoIE-! SASE
J I_ C _ - / / - RURlg1 CCMr4 7R➢•WC - :I o NPICE a 11 =dt C:Iq Artp 3UILo U➢.
\I SCl IJC R tIN P.ATED skT
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e i `f Nl] TO
1161 CE OF POLE �� r¢C° SEINI- ,ITAOIEO TO To EW I➢uENr CPWPO WIRE AT J10.Yq LUG IN POLE
It II_1_i l- ----T-='�- ' , // ♦\ \ ♦ I]1Ql101w ltx
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1 / \ \\ \ w ?0. IgEJER I {�jC �OVIa ra�RLE ,TTACMED I'~ 1 I .ud!R ELT l- CIA A ]e-
/ \ \ /I I '' yoaR .l M 2 Wl$ .LAT .ASNEfls .en
S- 5A �4 LCICNC RAPS -OAL_T SPACES
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RFOUI?Es CGNTI:ULL!$
•�J/=cNolErnx.rloN. t ] - ? aouro Ll:csPECIFIurlor.sSEC-ION'A_A'
/NOTESK�,y',�.,\�( / / / ]5OC ?51 AIN. iS CAY Cp E551vE 3TPrNL'N OOrCRr-g vI :A 4tACE is dEIKCRGnG S:E+`/IF .WATER IS'4ESEIT -1 iro E. q_u E 3C.-WE•/IXJgAT:^JI _ECAVArld1 9ULL N 31 ].- W Cl IN Jt OISA.RBEC OR "C'PERLT C•OAPAC'CD
vs/J, /A cOIINDwr10n SHALL NAvC A uI... ALLCIIAELE [M SEARING CF ]O00 PSr�i / I/ i - l'A/(/ V/FOUlawrld NAS ?EcN CESICNE° FOA , C�E9vESOIL 3ASEJ b , ul Nlwl C:Y.ESI yr
P /\ \ / /ti rAwE s !DOC PSr.(� \\`/��,j/ //' / i. "-A.'NDAr,_N eAs SEEP CESICNEO -M A 11'iAN M SGIL 3ASEJ ^JI A IN114.L LAIE➢AL iCIL
/ /// I \ \ / ?Rc55WE OF ICCO PSF. vi1LIZINC u TO -ICLiE I s. _: •). JF -`-uBECUErT JF sCSTS
/�C+ERTLRNIr LCADS"
/ ,/� �- \ / ]FP°sEo :SI9 P AND 11. SWLL 3E EA ?A 4 'PAF--IC "rl_F/ .(/�' ♦ /S. JETUL FYi ]R' PC'lE xl:M wYFIxTLWE E?A A.i SD.r\// - � � ' \x� \ / / / �A TYPICAL LGHTING POLE BASE DETAIL
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NEW F1IC-5 H (PK AWT i Ii 'yy / / j iH W
6 Pal ' / 5fof�r7leAu GKiluCa k1nTEleUu� �_,'E
��yN� -\ PfIDN �iIC,N FAINT FII�ST riPT of CONry MEDIAN I ' coMNET� �Kmp4w � I
EACH ENN� _W rT`H YEU OI TIPAPFIG _. / oiEE 9HMT G-1 FOK /
?I PAINT \ NO(B= WATPKLINE o,H4LL [OIJoi1tZU�T�I� iA MIS �'
IpW5K'll'IAtI PKo}'�iEV �iYiY111171tA1�1
A? -I•NE poll T ef
NOTE:
TO WAL-MART SPRINKLER CONTRACTOR THE FOLLOWING FLOW &
PRESSURE DATA HAS BEEN CALCULATED FOR THE BASE OF THE
tih e N / SPRINKLER RISER.
EXISTING CONTOUR �YlSfi. TF� - - �./;'STATIC ESSURE = 65 PSI
RESIDUAL R PRESSURE = 45 PSI .
/ \ O ' NUMBER OF PARKING SPACES UHT - � / . AT 1, 150 GPM FLOW
----- EXISTING WATERLINE - - -
W— NEW WATERLINE I _
1
' N�kl lel[�-17 TUIeN BUILDING DATA
WAL-MART (PRESENT) 77,095 SF
----�'— EXISTING SANITARY SEWER (FORCE MAIN) � LAND WAL-MART
— 9 NEW SANITARY SEWER (FORCE MAIN)
CONCRETE SURFACE '
[mil EXISTING PAVEMENT (ASPHALT)
—'—'—'—' UTILITY EAGEME�JT I?ou 1 ?A"
1
1
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Ele r e1�. FOKcF, MAIN �o 71{A
EKE 19AJ le" MINIMUM SEJPEKATIo1J
koP THEtT}Wl op 711E 8 WATEK UWP_
-to THE -Tor of Z'I WP-K iOKCE Melhl
(FUTURE) 107,095 SF
PARKING REQUIRED (PRESENT) 6.5 SPACES/1000 SF 486 SPACES
PARKING REQUIRED
' ( FUTURE
) 6.0 SPACES/1000 SF 629 SPACES
SCIcILE In50 PARKING PROVIDED (PRESENT)- 6.5 SPACES/1000 SF 503 SPACES
- =
PARKING PROVIDED (FUTURE) 5.8 SPACES/1000 SF 619 SPACES
- 50 O 50 100
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- -' -- - 4 V2' PUMPER CONNECTION Y-2 1/2• HOSE NOZZLES _ _ O
O O O
FACE TO CENTER LINE PIPE SIZE gl`IOp = w
O [
OF STREET - '
' 1 m M HYDRANT i0 UP TO 10" A'-O" 2'-6" 1'-6" - 2� O� 2 10'
SEE PLAN r0ii PIPE ORIF,N-i ATION I 1 - I a HAVE BREAK _ '
CONC. COLLAR - 1 ' AN
I ^' SECTION OR - 12" TO 16" 5' O" A'-0" 2•-0" • ir ir Y
(- - r---1---1 WORD •WATER' ON COVER --I ■ r '� REMOVABLE 19" TO 2A" Ei 6'-0" 3'-O" - _ 1
tl Any y e
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CONC. COLLAR T-11,
- I-V W
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rl 'YI AS PER SPECS. Q IN
0
I'I(II(I(I y GRADE O - i A�.1. 1-IWI�C.I� G1
1 = = (� s _ =_ `9 o blew 4 WI
� - C.[. VALVE BOX -/ .. �/ q _�I,
- - - I • '%' BACKFILL UNDISTYRBED SOIL - `q I
CASTING - _E <
MAN. WEIGHTS: L -- _�. I _ - - _ _ , zc YELLOW • S-
FRAME: 19S LBs -�--� • } 4 - -- - 4A
_ R 145 LBS - GATE VALVE MIN. SIZE 6- z / <- \9 - m
TURN RIGHT TO OPEN m •.•'° O _� 9„ Llp°
U1,E DEWFY.-
GH BN 'A OK _-_ DRAIN - ,• - ��
y�� rr•Y c,ry ,,l -PLAN /J
- APPRt/V G✓ �•+rrY+•L _ _ - , '�A .. .. - . - - pn - 51n I _emu i 91 i%u
PLUG
1 n TYF sTgLL �-`f�LI.DW ,PAINT
NOTES:
.. - ,i'"A L 2500 P, S.I. CONC.
(2)4" SOLTD CMUS - PLAN- BEND
r O- _ 2. REMOVE LOOSE EARTH
CONC. COLLAR - , CONC. PAD IS POUR AGAINST UNDISTURBED II
-ASPHALT PAVEMENT - 15'-X.IS- X 6- I`I�E• NG. 5YI-��OL 7p
O GROUND. Llu� £STALL I1AIzv_INy r �� PARKING STALL STRIPPING
_ ELEV. VARIES
;y,.q _ r.. -1 411 YELLOW
FIRE HYDRANT DETAIL �n GRADE N.T�
BRICK VASONRY -- N.T.S. 'C = • BACKFILL e. a HANDICAP SYMBOL `n
O N.T . O
FLOW > COMPACTED `iL1P�62A�E -- 1
P - - - .. AM - - 8"A8C11c00T SPEC. SEC-5Z0 c.i
^000 Psi CONCRETE g.o..:>..:!:'.' 0 2"A<�PNALT,T�-i =-'L�IJCtYiT.'SPEC.,SEC.�45 PLAN -TEE SECTION -BEND a TEE W U
L+oIE� 7
Z'IASP AL•f,T'f?E 1413E aCDOT 5rW SEC./e30 - „
.. - WHERE INDICATED TO HAVE SAND TRAP, _ T-CO
z" CO DIA. Cbt�k. -
DROP Focri 12' AND LEAVE OPENING - CONCRETE BLOCKING FILLED STEEL \
SECTIONAs SWW" Q
� Nth. PIPE 8ol1AED F 1811 U W
�I FlAII•ITEL7 YELL Ad,
Z COATS _ CL O V
.CATCH BASIN DETAIL STREET WIDENING ASPHALT SECTION 1 loj1DIA. + Z
N.rs. CoMP?G(ED SL1P�Q4DE 6� -cn
L1J
- 56ABG, t4cot T 5PEC.SEG. 5Zo
m�llll n-I I °� II
20 ASPNALT,T-fPe i-Z.F1cTxT SPEc.sEc.�¢.5 COiJC. I I - �t � (CLAN � Q O
IBC .I. J
i P
�s d - 2 -o-
.. ¢'URB GRADE r�4i
" / T �Ir 911 QI 1911 J
II 4 ■ / FT. SLOPE 2 RADiUS7 / W
J Q
Q 2
,:
c` LIGHT DUTY ASPHALT SECTION WALLSCOURSE b NT Pit ASTER PROTECTIVE BOLLARD DETAIL
GOMPAGT6D SL10,6rr�.Dg a . . -s.. -'_ a, .. t '- -• -" , - Te , o .r a ,- , a
N•T.�i.
WITtE SC REE4I
•.: n-• 1 Fore, R.o0E41TS
70 ASG gCLbT SPEC. -Si .T�Zp .. N .., • ■ 6'�; •: s / �
• / URFACE OURSE (3CU
o�rcer Z" ANSPHAL7 ,TYPE I-2, �Ic�'f BPfc./ '%'36.,•; 'pl; 4 •�S.'-v:. �% / / _ GO
SEc. �QS N
SECTION.A-A /'s" 5B' CONCRETE ISLAND DETAIL 10AAX8"RVL1MV_K/`•`/IRE MESH V
- SCREEN FoR PdDE1•ITS � !Z
I IIIoar - Nth. P2E CAST COFICeE-f� CD _
_ _I N F- _
LLI
NOTE: �, ry HEAVY DUTY ASPHALT SECTION __ e"FLEAi5LE t64PEeFi ¢;Ii C2P X Q
L i DEEP X AS' WIDE CONCRETE COPING '�•�' � 'P
ALL AROUND UNO BASIN CASTING - _- , ✓ 1% pl11 Y:. SLOPE � O Q -
2. ALL CONCRETE TO BE CLASS 'A' W
5 ✓ v m J
J. FOR CASTING DETAIL sEE so,.-oJ Q - TYPICAL PAVEMENT DETAILS (ASPHALT) A;-t ZIP" ,,o A ,
NI
N.T,q• "2cP co
STEEL PIPE o C/ ��`I��Ir Ii1�1�iJi11'Yl a
- 1*7 TLAFID CEMEIJT
CA ♦1C. PAV14I SEE SPECS. U -
.^ Fo2 MIX C7ESIf,l.1 F, JoWTIFjF G4LV. PICK GKATING • IDIR IV PSEAKING L;4Si Z
5'to- /mlP. - 2-EC1UIREMEI.ITS FASTEN WITH TYPE 7-c illi ATTACH TO i i - _ WATEtZTl6lfr EE ST02NIWAlE2
s �_ MW SECTION B-B
I'k° t f'/4` K %4", GALVANIZED ANGLE FRAME �----- \5 CC�111E�o11 PLA11s Fog sIyLE Q
t. o" In,.l k/,� �� �G Avi MOKTBIC FRAME To TOP OF OUTLET STRUCTURE - - -
nF co1lEcTOR Cn
F1 r-B PION'T cv,IT,a,,v/Ei �n 41_On �n
CUP o - _ _. f�, rH ��SM ° IAMETEK DOWNSPOUT COLLECTOR W -_
CURB a GUTTER + _ - - - - Z' y �Q,IQGJ f - OLiTLET '5 1 r--V CLJ VZ ORIFICE (8 MFTsH .OZO WIRE) L.LI
- � e• �--- �- - z � -,. -. 11`II 3 TOP 12.70 NTS. �,Z
A I casr,Nc p - --�1� I - II , F,.a KaLiAsnwn! s_o 5_0, n ¢'� V
i I II �zGT lr,5x7YP 2,L C/T1'.J-
G o _ wAe?6 51[.�s! tavc. se, 41r .. 2 I. D•
J �• n •,�•.7GF.c LTsCaL2: COMPACTS sTEEL;r NON '•I• 1 • I I` `' N Nt N 7JASlER" Lu
sUE2CjrZAI)E PIPE/ In m \�/ O
aerstwJ-�� Ira IN/F7fl - - / I °i Z 0
w11a,AAe,� t..-... 36°2GP N -1 Is L= 1'- 0)
c�F1.+✓ = I lVl=q -Ir mxe acne / sAw '4 _ 1
F 2' HEAVY DUTY CONCRETE PAVEMENT � 1���� , Q � a J
�wi \
L]Vi 9.5o 9 m
sut✓/Nlelr/gAF+lc u• T. S.
CURB INLET DETAIL �'"'"_� �n vJ
7FI3 NE77F--1� "1A„/GT / 7&9 ,>• 9.UJ aCU/V6
nl./ 9 • ao
N.T.S. - U �vN �q M ,97 T 75 ��vcvT ' • • \9 1 -'-�` Z la!
Z
O =
ntOY Fl "Ai lEir 4 7Ao i " "`` A "i ¢' TREATED TIMBER GUARDRAIL
• /0 A4Ar F<a•a3 .vim AErVr'Tg�M/o f llI �.ya!s7 6 0`-i STP-IJCTUf2.E 1 iANTKALTOIZ coil • If iYl- ��
NF ,/£��-Asi•*zl/ 7a /�/L�NT t.7�6�/v� - Mi:: DETAIL THIS SHEET y CAT TAIL PIANM' IN CAdALr 5 E. I I OQ A - A -
EROSION CONTROL AROUND INLETS Si
�I
FLCOD PnoL ELEV = 12, • 20 so' DETENTI O N POND OUTLET STRUCTURE
-,l Noe YIRL ttxJL ELEV=ID 3 1V SWAALLEO N.T.S. I III�I I II II -
IN•AR fEs As DRWCIILD By ENGINEER 1 i• MAIN 1 1 CP 1rh/ErLT =87p -
ExAL Kres.
3 AEEa x0.Es - r.:s, -B- LroTRETE TOM usEn nPCNVIOur.
IOP STniWD MIN. 016 GAUGE INv Y.I••1 -,•n0Y ''-9• L•- wiYku En:srRlE�l n1 - MYJLnWC {pA, z' [Eri'lr, w I I
T s nr u1nT-' �s MIN. .12-1,2-G�ii .L y-I L- ,
'Opel�=0 / 3•-+1 9• - e4 BAR OCIii 1T 12' RNTER, AS p TED By ENLIEER. Cart corrals will be prwided b/ Nal4iart,
' A - - ENC&:i4 Dlrfsl P4TOK Irya y�l��r`] TVO :• NEE IUEEP IDLES TO BE RFIEO a nXiC'ED BY y�, w be assembled and installed by the site,.ork
MAX X x IB-YB-9 R10ED STD E,'Ai ''4 ccAntractor.
---' '�'-: � Awi a- L6. IX•.•I• FUNS .ACE TO S USED Fw THE COIATRLCnD1 w THE. BOTi31
1 / P AKWU KGIBAC[ - Ti Assembly ]nst[UCtlOr1S:
- LINE NIIIES MIN. VI? 1,2 GAUGE - - I - - 3u3. ' y
- STORMMATER DETENTION POND Fla AS E➢ LN STANDARD
PAR 8 DO BASE 310 OF BOX.
,?' 1. Place hottrnl places approximate-ly seven feet
A A Y _F PLAN IOU I•SK MAIN CCD61STK OFOF�i CIBIC FOOT 6 K. IB, c; Y \4��
apart.
1-�`L�.C\UA��Y%`\ ♦ _ ____/ - N-T�• PLAN
--, /1 vO°Nc P�n1w s BaTs rDE rIKTA1Ko IN A BAG 1s Pwars FIBRIC SNLLL a 0.1[EO � 2• Assemble side rails to sign frame with four i020(n
1-IOTE : SEE SEcTii A -A nil sNEET C- I NIIII Ulm i r AK RF p £L 1T EAOH REP ii. r bDits in locations shorn.
r�/'1 s TESL On WOO POST 3' N I B• TL. RLOEO PLAN VIEW DES
LHl l r°, 5l IlnHO MIN • l i GTANiE STD. BPO.16 FRAK 9 ALL ww IFLEiS DYER ]'-6• IN ®1H TO BE PIICn(EO °IlH
N N66*31'✓. sTu`IKIDGs 3. slip side rails into hottan plates.
• x..�4'-0' 6 (RATE ]•-J. STl➢S I'-1.. DI CEXiFAS. 515•5 L141 BE 10 ICCfIRCDEE DPI
' 3- T I• 3• STn. B4c M 4• Install in lwations sham cn site plan. P
II i
1. HIRE SANLL I N HIVE A OF 32'• IN FILTER FABRIC �1� -- ---'---I _ - ' 0°"'■ KFP
7� I +BSft ON PENSIONS AWK ANi^ES FOR I3ROF IKET
- NIUTH NND SI W.L HAVE A MINtMM OF l , � � j 6'-- A 6' 6 B 6'� • DATE
I ONEHSu'HS OF BOB 6 PIOE .1EE BAAf15 -•jam DIEiXHS FOR -Stgn-�
. uNE cuss un2• s1ANNEAv 5P11(:(HG. PLAN • I J- A %PE sPL4 rmx KOir • +a �v IA PR
'2. FILTER FAIIIC SHALL AL A E I ASIEF Cr' - I ^t 6• I--- F-fRid VIL4/ CU r13 Sign frame
36• IN u1pL1 AHp SHALL BE TASIENE D- ' I
ADEOIIATFA Y TO TIAE NINE AN DIRECTED ZoA /-
BY TIRE OF.TS SRNA - _ GRASS MIX1 TEMPORARY SEEDING REQUIREMENTS O 1 DOWEL 0 A B / r1t N.C. -
. ^ CWFL FT, N 0N, N !
3. STEEL POSTS SIKLLL DE O•-P IN _ -
I. 39 2. a- 2. a' a-BZ O.:u o.ess Dols o.oz+ ___,,,Side rails `++���� CAR
OB/'•,,
COMMON NAME PROPORTION BY MIN. MIN. RATE OF RECOMMENDED 00L4L + r-B 09z9 Dn3 oox
IIF.IriIAT AIAU BE p' THE SELF FASTENER. � /' " "`
-aii NOTE
AWfiLE STEEL TYPE. - c oA - / i
4. NIXID PU515 sANLi DE A MINIMUM OF A• n ! It ___j7_ - WEIGHT_ PURITY GERM. SOWING SEASON SECTION-XX SECTION-YY IB• 3r-s 1.021 0.0 3 0.11 Bolt
-
1M FIE IGIO AND 3'• Dli MORE IN OIIYti TER N FILL 6LCH•I. - ( N' 4'-O• 1.151 0.059 O.OBS loc3tions� I41RL FABRIC: SRALL BE FASTENED TO NIIIIDEN I - - BERMUDA (UNHULLED) 70 -% 98 % 85 % 5 LBS./PER AUTUMN' SPRMiG SAT Y-0• z• o• .•-Y o.262 oz2z I.W1 O.ova 0.12T � _ $ E AL
P05T NIM t4Dr LESS TITAN •9 WIRE sTN•LES h• MIN - WINTER RYE (GRAIN) 30 X 98 X m,IrxsroxsroBc •x u / 14) II96o "
I-vD_ Lam; rnaluo LINE TV EMI SECTION A -A FILTER FABTOG 85 % 1000 S0. FT. SEP I -APR 15 cx.xl..0 = ;
q �, /w /� �// PIPE OUTLET TO WELL DEFINED CHANNEL BERMUDA (HUL ED) 70 % 95 X 85 `h 3 LBS./PER SPRNtG - BUMBLER DROP INLET No slzE 2NGM : re,
NLSpD Prlsr O•_n_. c�
m - GTEEL POST 2'-U' v ARCHON FILTER FAHRIC - ' - - - -- `-- - - - - - - FESCUE
30 X fly % 85 % 1000 SQ FT APR 15 - JUL 15 z ax+.I z'-B 5-oA hl
v SI:IRT Nei DINCCIEU DY / ''•Irarlatt•".A
IAE ENGft■zm
EER. ENERGY DISSIPATOR TEMPORARY -FERTILIZER REQUIREMENTS N. C. D. O.T. SERIES - w\\
w `a3ttm plates \
TEMPORARY SILT FENCE DETAIL
W-ep. MULCH FERTILIZER LIME N•T.S. \Ij
,0.< 1/2`THICK DISTURBED 8.8.8 9 30 LBS. 40 LBS. PER
N.r.y, AREAS AFTER SEFDiNf; PER 1000 SO. FT. 1000 SO. FT. CART CORRAL
w
L5

41
}
■
I
f w \
WETLAND A.RAVERSE FROM W-1 TO W-30 _ \
N 68-26-09 E 105.23900
N 32-24-37 E 39.'16000 .
N 01-59-29 E 44.99308
N 04-45-10 E 55.058415
N 27-43-52 W 37.07556 ,
N 30-19-17 W 26.48498
N 16-17-04 W 35.57000
N 05-13-22 E 152.61000 " W
N 53-228
E 44.38000 ai
N 37-18- E 34.44000
p
N 07-46-47 W 48.420002' N 30°°°
�-
N 25-25-3`l W 56.34000 w-2T
le
N 87-33-27 W 40.85000 i\ /w-2e
W 91.09409
N 20-0(t-35 E 30.4866:
9tt.%3L1(1(1/W-29
N 72-53-05 E 8 w n� i
S 55-07-17 E 55.00000
Afj1
N 23-29-25 E 36. 0OO(IO 'v 73. 47'/On
N 69-17-92' E 26-:.'500(I •
N 12-27-07 w 18,2 2864 �sQ6/• p IA qz.
N 17-34-20 W 20.53945 IO w / / I>�
81-06-04 W 28.9 43i1 0° W///-14/
S 5:.'-3()-17 W21.76635 \
S 74-50-47 W 32. 13129 / / /'-�\_ / ( I w-z315
N 65-01-16 W 42.94000 / `f( 1 /
N 13-44-01 W .28.74000 g 2.05oc.OFWETLANDS /
6 /
N 37-35-(t4 E 25.89000 �� / w 13/ /(NleD1� w•I9 /
p J / / 1 / w-22\ /
N 62-41-04 E 27.6 '(10(1 w I �'� _ / // �W- /
N 53-45-44 E 22.15000 \ _ _ - / W:19 �. -� � /^\ \ �\� w21/
\� • // �� tip ��� /// �\ / \\. \ IOW-20-
�' �
N Al
NOTE ' FLLED AREA CONTAINS 1.022 ACRES
WETLANDSLIMITS20
20
/J • y. / /_ / / '. FLLE D AREA
25
30
20
,,R/W MON. FD
30
IRON PIPE FD.
IRON PIPE FD. // I I � / / • - - _ � � ` � � _ -1 \
i
Y� I /
� � / ` ice` � I � O �' 1• • / I I / � / I - \
-�. '� ; � Z E 1 Jam.. .� / � � � 1 / •\
I
%a
ChJ 3S ��\3\ f k \ •\#) y,� , \ - AXLE Fa
r\lz
\ \
r ?J 4r`�e`` • �-e0i[� PI
BEGINING _�=
}g♦\'y /' \ / �� T! s
III
Es
TEL. MANHOLE ASPXAL� / ' ^ I I •yJ- - W. WITH GUY ERICK
HOME
r MEDIPNS I / / / �-�= ��` _ / \ •� \ BM- NAIL IN PP
( R/ W MON. FD.
ON IT FD ELEV 3
'�. iti a7.24 iml
PP. a TEL. / //� '�� •
1 WATE
METER sMOLR PKALT 30 �� / IRON PIPE FD / N 36056'47"W - 1
23-95,
AXLE FD. / 3e
°A �4 CATCH BASIN / / '9 /
137 � 1 p1 D
35 5 �
M
I / IRON 1PIE I
I l
e 3;
+ C'
h /
LOCATION MAP
0
NOTE: ELEVATIONS BASEDON M.S.L.
;s
O
25
50
100
1w
0
. POWFINICLE
• POMlR10LE 0 TELEPHOK
PEDSfALi
11-01
I
s
m=
yNy11
m
0
; Y
O
2
mp
J
EQ
W
f
L
Be
61 `
v /
W
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00
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C•4

I, Steve M- Norris, certify that this map was drawn from an actual
survey made under my direct supervision, that the ratio of percision
of the actual field closure as calculated by latitud s and departures
is 1: z!2 Oa "! that it conforms to G.S. 47-30 a amended and
that it is true and correct to the best of my ki ledg�.•1i aXiY4yef.
n han nd seal this l3L day of �� + s� v
Y
S M. Norris, R.L.S. LE-2�j11
L-2911 Q c -
••`y� S'UR�E,`G••
BRUNSWICK COUNTY,' NORTH CAROLINA •% Jl••.,, ,,, c
---------------------------------- %.Ft/i W.NUR�,,•,r
I, a NOTARY PUBLIC, for the county and state aforesaid,
certify that STEVE.M.NORRIS, a registered land surveyor,personally
appeared before me this day and acknowledged the execution of the
foregoing instrument.
Witness my hand and seal this day of 19.
NOTARY PUBLIC
UTILITY EASEMENT
Beginning at an existing axle, said axle being the southern
corner of the Shallotte First Baptist Church parsonage property;
runs thence N 32 34'28"W, 30.01 feet to a point, thence
N 55 52.51"E, 59.36 feet to a point, thence S 29 22'51"W
67.23 feet to the place and point of beginning; containing
0.02 acres according to a survey by Steve M. Norris, R.L.S.
dated february 14, 1991 to which reference is made for a more
full and accurate description.
CERTIFICATE FOR U.S. ARMY CORPS OF ENGINEERS
This certifies that this copy of this plat accurately depicts the
boundary of the jurisdiction of Section 404 of -the Clean Water Act
under the present law and regulations as determined by the
undeesigned•on this date. Unless there is a change in the law or.our
published regulations, this determination of Section 404 jurisdiction
may be relied upon for a period not to exceed three years from this
\ date.
,
\ CORPS OF ENGINEERS DATE
\ /R SET
NNN/��F99 ,1 W
N p8'300.00
W-2T
W 2j//~�\W-28
�� w-29
-16 /
lR SET /R W \ ' IN, y W 30
I, the undersigned, hereby acknowledge that the land shown n\ /
on this plat is within the subdivision regulation jurisdiction N 23•47•10„ 1. Al \ W23
of Shallotte, NC and this plat and allottment is my free act Z-566/, E lA• 92� i
and deed. N / w�a \
Reputed Owner or Agent
NOTE 'FILLED AREA CONTAINS 1.022 ACRES
HEWETT
171126
WOOD M1• n
HOUSE • P
AO ry�p'
R/ W MON. FD.
IRON PIPE FD.
WETLANDS TRAVERSE FROM W-1 TO W-30
N
68-26-04
E
1(i5.23900
N
32-24-37
E
39,36000
N
01-59-29
E
44.99308
N
04-45-10
E
55.05846
N
'27-43-52
W
37.07556
N
30-19-17
W
26.48498
N
16-17-04
W
35.57000
N
09-13-22
E
152,61000
N
53-27-28
E
44.38000
N
37-18-22
E
34.44000
N
07-46-47
W
48.42000
N
25-25-32
W
56,34000
N
87-33-27
W
40.85000
N
28-49-22
W
91.09409
N
20-00-35
E
30.48662
N
72-53-05
E
48,23000
S
55-07-17
E
IS5.00000
N
2 3 - 2 9 - 2 5
E
36.00000
N
69-17-42
_
E
26.25000
N
12-27-07
W
18.22864
N
17-34-20
W
20.53945
S
81-06-04
W
28.44311
S
52-30-17
W
21.76635
S
74-50-47
W
32.13129
N
65-01-16,
W
42.9400(1
N
13-44-01
W
28.74000
N
37-35-04
E
25.89000
N
62-41-04
E
27.62000
N
53-45-44
E
:'2.15000
My Commision Expires
HEO=
4851605
60.
s POINT OF 8E i
p9• TRACT 2
CARTFR
\�6 /R SET 1 W-14 / \� 24
4851600
1 / W23\
1 \
2.05 cc. OF WETLANDS WA8a% , W-19 \ W-22�\,
W-y
w 20
W-10� 1 /
W-11
io WETLANDS LIMITS
_ \
W-4 \
' I w-3 \
I �
I FILLED AREA
/ m
_ \ TRACT
0.
/3 A
•
/t�DNDs
A, Pt/O D LA
CLAIMED IN OR 485,FG.600
Trac-t 1
3g
y
0
Being .all of that certain parcel or tract of land lying and
Lockwood Township,
3�
being in the Town of Shallotte, Folly
3°
TRACT
1
Brunswick County, North Carolina and being more particularly
14 h
described as follows:
\hb
Beginning at an iron pipe set in the northern right of way of
Ob
U.S. Highway 17, said iron pipe being located S 53 06'04"W,
1.030C.
1060.83 feet from N.C.G.S. Monument "Ford"; thence from the
g
Beginning S 49 55 34" W, 144.41 ft. to an iron pipe set,
BY D.M.D.
thence N 39 33' 35" W, 308.69 feet to a point, thence
HEWErT-/7//26
N 50 59.25"E, 146.81 ft. to a point, thence S 39 06'35" E,
ON PIPE FD.
3C15.99 feet to a point in the northern right of way of said
highway, the place and point of Beginning,Containing 1.03
acres and being Tract 1 as shown on a survey by Steve M.
Norris, R.L.S., dated February 14th, 1991 to which reference
.,
is made for a more full and accurate description.
TRACT
\ •o AXLE FD
�9 N / T Hr
5 171126
HOLDEN _
BAfBER
229//86 6/89
SET
�3
a
R/ W MON. FD.
AKW. "FORD"
1 IRON PIPE FD
TWO S/ORY
AMTEL
LOCATION MAP
N
1346
1357 _ _ _ 113•
1134
v_
_
N
a m
m
o
m Y
O
Z
J
W
w z
M
o
u
a
O O
U
0
0
•
U
Z
i
Tract ,''
Cn
Cr W
Being all of that certain parcel or tract of land lying and
�y
being in the Town of Shallotte, Lockwood Folly Township,
Brunswick County, North Carolina and being more particularly
OW
described as follows:
Beginning
W
at a point in the northern right of way of US Highway
17, said point being located the following bearings and
distances from N-C.G.S- Monument "Ford"; S 53 06'04"W, 1(y60.83
feet to an iron pipe set, thence S 49 55'34"W, 144.41 feet to
the beginning: Thence from the beginning and with the northern
right of way of US Highway 17 S 49 55'34"W, 207.60 feet to an
Z
iron pipe found; thence N 40 22"47"W, 214.47 feet to an iron
rod set; thence N 40 13'47"14; 311.68 feet
z
to an iron rod set;
thence N 23 47'10"E, 256.61 feet to an iron rod set, thence
S
N 14 03'47"W, 92.00 feet to an iron rod set, thence N O8 (13'47"W
300.00 feet to an iron rod set; thence N 81 03'44"E, 810.31
J
feet to an axle found, thence S 32 34"28"E, 190.70 feet to an
axle found, thence S 34 47-03"E, 77.33 feet to an iron pipe
found, thence S 52 56'07"14, 150.03 feet to an iron pipe found,
thence N 36 56'47"W, 23.95 feet, to a conduit found, thence
S 28 53-13"W, 483,45 feet to, an axle found, thence S 50 14'57"W.
135.02 feet to an iron pipe found, thence N 39 06'35"W, 155.78
feet to a point, thence S 50 59'25•14, 146.81 feet to a point,
thence. S 39 33'35"E, 308.69 to the place and point of
Beginning; containing 13,74 acres according to a survey by
Steve M. Norris, R.L.S. dated February 14th, 1991 to which
�
reference is made for a more full and accurate description.
Combined Tract
Being all of that certain parcel or tract of land lying and
o
01p
being in the Town of Shallotte, Lockwood Folly Township,
L
o
Brunswick County, North Carolina and being, more particularly
described as follows:
101D
Beginning at an iron pipe set in the northern right of way of
U.S. Highway 17, said iron pipe being located S 53 06'04"14,
1060.83 feet from N.C.G.S, Monument "Ford"; thence from the
Beginning S 49 55 34" W, 352.01 ft. to an iron pipe found;
thence N 40 22'47"W, 214.47 feet to an iron rod set; thence
N 40 13'47"W, 311.68 feet to an iron rod set; thence N 23 47'10"E
256.61 feet to an iron rod set; thence N 14 03'47"W, 92.00 feet
to an iron rod set;thence N 08 03'47"W, 300-00 feet to an iron
rod set; thence N 81 03'44"E, 810.31 feet to an axle found;
thence S 32 34'28"E, 190-70 feet to an axle found, thence
S 34 47"03"E, 77.33 feet to an iron pipe found; thence
S 52 56.07"W, 150.03 feet to an iron pipe found; thence
N 36 56"47"W, 23.95 feet to a conduit found; thence S 28 53'13"W,
483-45 feet to an axle found; thence S 50 14'57"W, 135.02 feet
to an iron pipe found; thence S 39 06'35"E, 150.21 feet to the
Place and point of BEGINNING; containing 14.77 acres according to
a survey by Steve M. Norris., R.L.S. dated February 1-4, 1991 to
I _
which reference is made for a more full and accurate description.
LU
CD
z
U� o
•
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0 o
c
\ U
\ \ CIO Q
�J
INGLE WIDE ip >
_ TRAILER fit• N
O
AXLEFD.
z
\ \ \ NOTE PARCEL IS LOCATED IN FLOOD Z01F'C ,
PROPOSED \ �' 10 9
3d UTILITY / 90 A2<8RICK
EASEMENTouse -
CONDUIT FD
/ SHALLOTTE FIRST BAPTIST
\� N36.36'47'•W -
23.93' /
Q9.4
.
Ir �Jo
/ AFDE
. 672G�.\i•.
3
z
��
•
IRON PIPE
FD.
9
IV IF—
/
.
IRON PPE FD.
BELLANY
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FROM L4CGS MON. "CEMETERY" TO
NCGS MqN.' FORD" S66.24'07"W
3907.76.
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Tree
Small Tree Or Az"a
Large Shrub• „
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SS_- OffT—v V5TANff
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rREES
QD 2_ luercus la
er_lia
ir.ingt Oak
cL
mi
'DArlingtc
My f, Be• .ia -ia.
ver Birr
1 -al
, 0' "
V-1- -tr
ak
LI 3 Lagers e:
ind:
--r a
melt
t-ink
'RP-1a -ad
ft
ht.
PC 19 r allf
fart
i adford Pear
ca
min
C� g -t-.s cana
an- s
L stern RP' -emu%
ca
min,
t 8
ft. mot.
t _1 iercus pal
str_s
P n ak
cis.
min,
. - t
ft ht.
tk 7 Acer '-u
lid maple
:' c i
m
6 -
ft- -t.
_:ti. Bzi
RI 44 a _epi
indiaa
-'on_a,:t indiar
�" nrn
0-1
LJ 159 _igustrum
iponicL-
Jap=-Psis v-'va•
c 1
J1 97 unipem: Yorrzont-_is
D- acra Junip.
'Plumose
Ek 8n Elaea—u— F
Inge,
%iaeaa-_,s
3 g: '.
GROUNC COVFR
JB :36 J, perus .
1r._.:ti
B .- Pacific Jut
ter
•1
16.je Paci
is
i5,83r ,q ft: ota
bed ar
s req - _rise 3-,- bale
r
Line s•cau
5a bass of pine
.traw r
;u:red f trees ou
s_,ip
of bpi ai
-t
A. trees t 3 r -ceiv
• a z .
of rerra rb m:. ed
intu
ca --:kf 11
at
in_,tallat::-n rind al
shr b
to r•--e..e 3/4
of Ter-
i-r- jrb
mix- i .tc
backfi :1 at it stall.
ti--
Terra-sorb d.str:bu•ar
is
'at - -Q"ar - Seed (
npa.-
in F+le:
NC 419
7^_-4243
Spe-riicat:
Plan• ti:erial
fertilizers:
�wr ilize ail I at sa:eriai at time , plantinq oer the
tll :.ant mate _1 sub+, to :• -ctrc> 7 lant :ace a: _:-ec- if
--=-rrements of ha- :•articular plan Upstart iith vitamin 3' is
size,cont• er -iti. Is in. quate n otrr- words ? gallor
zateria: : 7 gal' 1 con- iner is Aroletely -na entable.
Trees _:. chrut
5-10-5; 51 -_tal n rogen, 10% available
p = Dl• _ that -re hea'- y, wrous -id fre- f ny x:r' of
pbris nor;. .cic 5i soluble potash
--iz o. disease
'eed C:_rul:
an -re fors• irranno-sent a-- plan--d, pi- :ateri t - is as
or we-: contro:
se e.-.rx- t Drr tergent weed killer used 9urinq
unify---m ar �ssibie in : ze nd sr, -.
the oe,: preparal,
n stage or lands qe fabric such as Typlar
a� ,lable it Loy
's) to permit mo =;ure penetration but not oermi-
Fo, dlled and burlapp : s'jd us- freshly dr r , and sar_ t
:eea qr-, ' Pa:.l
not recommendec `or ground cover areas Decause
of its .m. .nq t
abili­ '` rx covers to root along stem.
4hen transportinc. v ect - s and : r .os : um dz qe sstaa-: h
:yina or by wir -Air lip
All area _istu •
by construction A not landscaped or built
stall be see6-i
1 maintained with . aa� .....r..ay ,.. .,. .�
Don ny t, z :- .ed a z1apW ck s :.,•
reserbling t.+*.-
sses existing.
mat- .,s dame es -re roo
Se- jed-
ive a_, prep•---- )ns or p: - mg cc■ ete Won Avery o.
.ants. If c , I is dela - :or mot- ilat , tom 1, - deuvery,
Reis- = wee- +nd t
ier unaecep:�A gr th from the areas to be
.et plants -^-iez p )tec rom vea-•,rs daz-qe a- Le- -tits
seeoe_
misty ao•- ,g with ilcc ar ----r sur �.e xr• a
reta•- _ mo.sture
dsx: h yr- . and ;
ove :rrecruldrit � in the soil surface and
res,:e St. es, ro
or oth-- debris rger than one inch in any
u remove cont.- ors „ --- .ner st ur-.1 : dy . pu• in
dimension.
cot
Scar or o-rrw'
lose-n the sc._ to depth of 5m and wort :he
Planting:
so. :o Drowse ii
vice.:" ale seed Ded.
pp my sou as
.tents :: tdditional psoil necessary and rake
-.Ire ndemaounc :ili: -s by Sur or ec- -ti - loca,
moo--
uals.
istribu•- .Jed a,-
•ccau-rded for the pis of grass used.
Consult landsax arch_ -ct , condr-.or. e-- mez.A `- ._ ..
- " •-e encountered ch a- r.- o' r tons, adverse
�r raxe -
the t . i" c : it anc moisten tborouq.ilv
araindge wm,...,,,,.
r --.
o not avow wa 't o pond.
�t balled and but 4-Ded s- on layer ompa--ted DIU �. toil
mb iture, plu:r . er o., . r ,. Dal ,me
evation as a • :4 �-r inusb- . _ re e. sesove aura ,:. m
„des *)al. - - on br - .men "I ace ada cal 1� _il
arou• anc +:aft of -,, and w-- lave, ettl,
bacr eliminate , .as and ai- - -. . W _.av4tior .e
aorc. .y 21 full .ater thorn r •re icinc -emainder o'
i_kf.. ReDez- nail o wr ware a >'beo ate! -gain aster
.acing final _ = of pack` Mt. criz- bei,
­4 my all pint - .er over Ie.rt f-- th• rrst 6
moths ds Ju _ ^'e D tt+ arovidt-- iet S.
Ul :n-s and shr. to -• z� met iit-- pin str
Dais:
Fo• "est res- s, to- _ shru: - s with '1 ds,-Ame- oefore
p: -..ac to a xpt equd. tr -De <otl of tt shr zoo;
The :gyp :. beck q soil . be an.-Ied ith .0% •ioce ed
manure anc pea wse -_. ict^r s: - : an the *aer tool
-- soil a is , of :Rune our ad, a- onal
_r--ar t" V. ae '.cc ~ ded at .W
Ai- mck_ rill ,tal.. ;o: Tre reL-.•. etch
1 A s=- -ec• sra o. a.
v/'e S'rleet
'CO 200 300
SCA'—E IN FEET 1"=100'-0"
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DATE:
6/3/91
REVISION:
PROJECT NUMBER:
91017
SHEET NUMBER:
L 1

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\ � GR' LE JEL „p
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\ Tree Protection QCPC D - 4 J
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` All Trees In This Area t 0° Caliper & Over C -
ZSIZaII Be Protected With Fencing. See Detail � _
JE •�
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DATE:
6/3/91
REVISION:
PROJECT NUMBER:
91017
SHEET NUMBER:
r
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L2

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ll Trees In This Area 10" Caliper And Over
Shall Be Protected With Fencing. See Detail
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DATE:
6/3/91
REVISION:
PROJECT NUMBER:
j91017
SHEET NUMBER:
7 ,
_ 1 "=40'
\ 0 1060 40 80 120 L 3