SW8190601_Approved Plans_20190701

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10
PROJECT INFORMATION
ECES PROJECT NO:
LEGAL REFERENCE
1960.00
TAX PARCEL: SEE SITE PLAN
DEED: SEE EXISTING CONDITIONS
LOCATION: SMITH AVE.
SITE SUMMARY
TOTAL SITE AREA: 1,114,909 SF = 25.6 AC
ZONING
EXISTING ZONING: SH-HB
EXISTING USE: VACANT
PROPOSED USE: RETAIL
FIRM MAP: 3720108800J
ZONE(S): X, SHADED X, & AE -13.0 MSL
DATUM SEE EXISTING CONDITIONS
BENCHMARK
BUILDING SETBACKS
FRONT:
REAR:
SIDE:
BUILDING INFORMATION
BUILDING HEIGHT:
BUILDING FOOTPRINT:
SEE EXISTING CONDITIONS
20'
20'
10'
SEE ARCHITECTURAL PLANS (40' min)
SEE ARCHITECTURAL PLANS
SH ALLOTTE
r--- SITE
VICINITY MAP
NOT TO SCALE
EXPRESS STORMWATER SUBMITTAL PLANS
FOR
NC SIIALLOTTE -SMITII
SHALLOTTE, NC
OWNER:
BYWR LLC
1927 OAK HARBOUR DR SW
OCEAN ISLE BEACH, NC 28469
DEVELOPER
NC SHALLOTTE-SMITH, LLC
550 SOUTH MAIN STREET, SUITE 300
GREENVILLE, SC 29601
JUNE 2019
INDEX OF SHEETS
C0.0
COVER SHEET
ALTA
ALTA SURVEY
C2.0
SITE PLAN
C4.0
STORMWATER STRUCTURE PLAN
C4.1
STORMWATER PIPE PLAN
C4.2
STORMWATER POND 1 PLAN & DETAILS
C4.3
STORMWATER POND 2 PLAN & DETAILS
C4.4
GRADING PLAN
C9.0
STORMWATER DETAILS
APPROVED
NORTi WOUNA ENVIR IT&
M�NiNI1137UNT
C0 NS ' 1
6-l�
r / \
f, \ East Coast Engineering & Surveying, P.C.
\ ENGINEERS* PLANNERS *SURVEYORS
\ 4918 Main Street Phone: [phone]
\ z
Post Office Box 2469 Fax: [phone]
Shallotte, North Carolina 28459 Firm License Number C-3014
F \ PRELIMINARY
O
\ NOT ISSUED FOR CONSTRUCTION
ISSUED FOR PERMITS
OVERALL PLAN
NOT TO SCALE
S0
E-�mVE
JUN C 4 f"o
�1 JUN 16 "I
Off' ES
SEAL
35054
3-2019 �r
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1111111\\\\
© 2019 This drawing shall not be reproduces in wnoie or in pan wlinoui wnunu pouujbb1VH ,,. L—' —. — -- -
ECES PROJECT NO. 1960

SHALLOTTE
SITE
VICINITY MAP
NO SCALE
CERTIFICATIQN
THE UNDEPSIGNED HEREBY CERTIFIES TO NC SHALLOTTE SMITH, LLC A NORTH CAROLINA LIMITED
LIABILITY COMPANY, STEWART TITLE GUARANTY COMPANY, TOGETHER WITH ITS SUCCESSORS
AND/OR A(,ySIGNS. AS THEIR INTERESTS MAY APPEAR. THAT THIS MAP OR PLAT AND THE SURVEY
ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY
ALTA AND NSPS. THE FIELDWORK WAS COMPLETED ON JUNE 20, 2018.
DATE OF PLAT OR GUST 28
7—``I1111S11#111,
�C`%// ""
Ko"
(SURVEYOR'S SIG� a���OFE S,�i�i•. ���
G_ 1'1� /-r► f N� f0 _ a SEAL. 9�
PRINTED NAME -� -
COMMITMENT NO. 18000140110 REVISION #2 DATED AUGUST 16, 2018. � �p,S.� G .��v1
rMR ID -
'1111111101
EXHIBIT "A" LEGAL DESCRIPTION
ALL THOSE CERTAIN LOTS OR PARCELS OF LAND SITUATE, LYING, AND BEING IN BRUNSWICK COUNTY, NORTH CAROLINA,
AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
TRACT 1:
BEING ALL OF THAT 3.51 ACRES SHOWN AS TRACT 3 ON A MAP PREPARED BY ALVIE E. LEWIS, RLS, DATE FEBRUARY
15, 1996, ENTITLED "DIVISION OF THE ARNIE G. ROBINSON ESTATE` AS RECORDED IN MAP CABINET 17 AT PAGE 458,
BRUNSWICK COUNTY REGISTRY.
TRACT 2:
BEING ALL OF THAT 3.52 ACRES SHOWN AS TRACT 2 ON A MAP PREPARED BY ALVIE E. LEWIS, RLS, DATE FEBRUARY
15, 1996, ENTITLED "DIVISION OF THE ARNIE G. ROBINSON ESTATE" AS RECORDED IN MAP CABINET 17 AT PAGE 458,
BRUNSWICK COUNTY REGISTRY.
TRACT 3:
BEING ALL OF THAT CERTAIN TRACT OR PARCEL CONTAINING 12.10 ACRES MORE OR LESS AS MORE FULLY DESCRIBED
ON A SURVEY PLAT DATED NOVEMBER 30, 2004 ENTITLED "SURVEY FOR REBECCA V. HAWES ET AL" PREPARED BY
JAMES R. TOMPKINS, P.L.S. AND RECORDED IN MAP CABINET 31, PAGE 322 IN THE OFFICE OF THE REGISTER OF
DEEDS FOR BRUNSWICK COUNTY NORTH CAROLINA TO WHICH PLAT REFERENCE IS MADE AND WHICH IS INCORPORATED
HEREIN FOR GREATER CERTAINTY OF DESCRIPTION OF SAID PROPERTY.
TRACT 4:
BEGINNING AT AN IRON PIPE LOCATED IN THE NORTHERN RIGHT-OF-WAY LINE OF SR 1357, SAID BEGINNING POINT
BEING LOCATED THE FOLLOWING COURSES AND DISTANCES FROM THE INTERSECTION OF THE CENTER LINES OF SR 1357
AND WHITE STREET IN THE TOWN OF SHALLOTTE; NORTH 49 DEGREES 10 MINUTES 54 SECONDS WEST 189.31 FEET TO
A P.K. NAIL FOUND IN THE CENTER UNE OF SR 1357; THENCE NORTH 10 DEGREES 35 MINUTES 21 SECONDS EAST
34.62 FEET TO THE POINT AND PLACE OF BEGINNING. FROM SAID BEGINNING POINT; NORTH 10 DEGREES 29 MINUTES
42 SECONDS EAST 164.54 FEET TO A POINT; THENCE NORTH 10 DEGREES 37 MINUTES 58 SECONDS EAST 204.69
FEET TO A POINT; THENCE, SOUTH 46 DEGREES 01 MINUTES 33 SECONDS EAST 116.93 FEET TO AN IRON PIPE;
THENCE, SOUTH 12 DEGREES 16 MINUTES 28 SECONDS WEST 355.77 FEET TO A NEW IRON SET; THENCE, NORTH 49
DEGREES 10 MINUTES 53 SECONDS WEST 100.76 FEET TO THE POINT AND PLACE OF BEGINNING AND BEING A 0.78
ACRE TRACT OF LAND AS SURVEYED BY JAMES R. TOMPKINS, R.L.S., ON MARCH 7, 2002.
TRACT 5:
BEGINNING AT AN IRON PIPE LOCATED IN THE NORTHERN RIGHT-OF-WAY LINE OF SR 1357, SAID BEGINNING POINT
BEING LOCATED THE FOLLOWING COURSES AND DISTANCES FROM THE INTERSECTION OF THE CENTER LINES OF SR 1357
AND WHITE STREET IN THE TOWN OF SHALLOTTE; NORTH 49 DEGREES 10 MINUTES 53 SECONDS WEST 189.31 FEET TO
A P.K. NAIL FOUND IN THE CENTER LINE OF SR 1357; THENCE NORTH 10 DEGREES 35 MINUTES 21 SECONDS EAST
34.62 FEET TO THE POINT AND PLACE OF BEGINNING. FROM SAID BEGINNING POINT; NORTH 49 DEGREES 44 MINUTES
24 SECONDS WEST 159.98 FEET TO AN IRON PIPE; THENCE NORTH 13 DEGREES 40 MINUTES 29 SECONDS EAST
111.21 FEET TO AN IRON PIPE; THENCE SOUTH 68 DEGREES 30 MINUTES 10 SECONDS EAST 12.20 FEET TO AN IRON
PIPE; THENCE NORTH 8 DEGREES 30 MINUTES 44 SECONDS EAST 329.66 FEET TO AN IRON PIPE; THENCE SOUTH 81
DEGREES 34 MINUTES 00 SECONDS EAST 133.08 FEET TO AN IRON PIPE; THENCE SOUTH 10 DEGREES 37 MINUTES 58
SECONDS WEST 153.15 FEET TO A NEW IRON SET; THENCE SOUTH 10 DEGREES 37 MINUTES 58 SECONDS WEST
204.69 FEET TO AN IRON PIPE; THENCE SOUTH 10 DEGREES 29 MINUTES 42 SECONDS WEST 164.54 FEET TO THE
POINT AND PLACE OF BEGINNING, AND BEING A COMBINATION OF A 1.0 ACRE TRACT AND A 0.43 ACRE TRACT AS
SHOWN ON THE SURVEY APPEARING OF RECORD IN BOOK 1149 AT PAGE 558, BRUNSWICK COUNTY,NORTH CAROLINA
REGISTER OF DEEDS.
TRACT 6:
BEING ALL OF THAT 7.5408-ACRE PARCEL AS SHOWN ON THAT MAP ENTITLED "MAP FOR TAYLOR & COFFEY, LLC OF
7.5408 ACRES" PREPARED BY JAN K. DALE, PLS, DATED DECEMBER 20, 2002 AND APPEARING OF RECORD IN MAP
CABINET 27 AT PAGE 395 OF THE BRUNSWICK COUNTY REGISTER OF DEEDS. REFERENCE IS MADE TO SAID MAP FOR A
GREATER CERTAINTY OF DESCRIPTION.
TRACT 7:
PARCEL 1: BEING ALL OF PARCEL "A," CONTAINING .20 ACRES, AS SHOWN ON THAT MAP BY JAMES R. TOMPKINS.
R.L.S., DATED JUNE 16, 1986 AND RECORDED IN DEED BOOK 656 AT PAGE 311 OF THE BRUNSWICK COUNTY
REGISTRY, WHICH IS INCORPORATED HEREIN FOR GREATER CERTAINTY OF DESCRIPTION. FOR BACK REFERENCE, SEE
DEED BOOK 2260, PAGE 396.
PARCEL 2: BEGINNING AT AN IRON PIPE IN THE NORTH RIGHT-OF-WAY LINE OF SMITH AVENUE, THIS BEGINNING POINT
BEING LOCATED NORTH 49.25 DEGREES WEST 72 FEET FROM THE CENTER OF A CULVERT UNDER SMITH AVENUE, WHICH
SAID CULVERT IS THE FIRST CULVERT WEST OF CHARLES BRANCH; THENCE FROM THIS BEGINNING POINT NORTH 49.25
DEGREES WEST 108 FEET TO AN IRON PIPE; THENCE NORTH 12 DEGREES EAST 363 FEET TO AN IRON PIPE IN AN OLD
DITCH; THENCE SOUTH 46 DEGREES EAST 140 FEET TO AN IRON PIPE; THENCE SOUTH 16 DEGREES WEST 340
FEET TO THE POINT OF BEGINNING, AND CONTAINING .87 ACRES, MORE OR LESS, AS SURVEYED BY H.R. HEWETT,
SURVEYOR, JULY 5, 1971, AND BEING PART OF THE SECOND TRACT DESCRIBED IN DEED RECORDED IN BOOK 73 AT
PAGE 38, BRUNSWICK COUNTY REGISTRY. FOR BACK REFERENCE, SEE DEED BOOK 2260, PAGE 396.
TRACT 8:
BEING ALL OF PARCEL "B" CONTAINING 0.97 ACRES, AS SHOWN ON THAT MAP BY JAMES R. TOMPKINS, R.L.S. DATED
JUNE 16, 1986, A COPY OF WHICH IS ATTACHED TO A DEED RECORDED IN BOOK 656 AT PAGE 308 OF THE
BRUNSWICK COUNTY REGISTRY.
TRACT 9:
BEGINNING AT AN IRON PIPE WHERE THE NORTHWESTERN LINE OF MAIN STREET (U.S. HIGHWAY NO. 17, 100 FOOT
RIGHT-OF-WAY) IS INTERSECTED BY THE NORTHEASTERN UNE OF SMITH AVENUE (STATE ROAD NO. 1347, 60 FOOT
RIGHT-OF-WAY); RUNNING THENCE NORTH 51 DEGREES 45 MINUTES WEST WITH THE NORTHEASTERN LINE OF SMITH
AVENUE 169.6 FEET TO AN IRON PIPE IN THE CENTER OF THE RUN OF CHARLES BRANCH; THENCE NORTHEASTWARDLY
WITH THE CENTER OF THE RUN OF SAID BRANCH TO AN OLD IRON PIPE THAT IS NORTH 42 DEGREES 00 MINUTES
EAST 154.23 FEET FROM THE PRECEDING POINT, SAID OLD PIPE BEING THE NORTHERNMOST CORNER OF THE TRACT
CONVEYED TO CHARLES RUSS AND WIFE BY DEED RECORDED IN BOOK 89 AT PAGE 135 OF THE BRUNSWICK COUNTY
REGISTRY; THENCE SOUTH 51 DEGREES 45 MINUTES EAST WITH THE NORTHEASTERN LINE OF SAID RUSS TRACT 203.3
FEET TO AN IRON PIPE IN THE NORTHWESTERN LINE OF MAIN STREET, THENCE SOUTH 54 DEGREES 08 MINUTES WEST
WITH SAID UNE OF MAIN STREET 160.01 FEET TO THE POINT OF BEGINNING THE SAME CONTAINING 0.66 ACRES AND
BEING THE SAME TRACT AS DESCRIBED IN A DEED TO D.W. GALES AND WIFE BY DEED DATED MARCH 2, 1953 DULY
RECORDED IN THE REGISTRY OF BRUNSWICK COUNTY IN BOOK 107, PAGE 321.
BEGINNING AT AN IRON PIPE ON THE NORTH SIDE OF HIGHWAY 17 SAID IRON PIPE BEING THE SOUTHEAST CORNER OF
A LOT DEEDED TO PARISH BY W.M. HEWETT AND WIFE, NOW OWNED BY DANNIE GALES; RUNS THENCE GALES' LINE
NORTH 51.50 DEGREES WEST, 211 FEET TO THE RUN OF CHARLES BRANCH; THENCE UP SAID RUN 153.50 FEET TO A
STAKE; THENCE SOUTH 37 DEGREES EAST 177.50 FEET TO A STAKE ON THE NORTH SIDE OF U.S. HIGHWAY 17;
THENCE WITH SAID HIGHWAY SOUTH 53 DEGREES WEST 100 FEET TO THE POINT OF BEGINNING, CONTAINING .56 OF AN
ACRE.
TRACT 11:
BEGINNING AT AN IRON PIPE IN THE NORTH RIGHT OF WAY UNE OF U.S. HIGHWAY 17, THIS BEGINNING POINT BEING
LOCATED AT THE FOLLOWING COURSE AND DISTANCE AS MEASURED FRONT A POINT IN THE CENTERLINE OF SMITH
AVENUE WHERE IT WOULD INTERSECT BY THE NORTH RIGHT OF WAY LINE OF US HIGHWAY 17 EXTENDED; FROM THIS
POINT IN THE CENTERLINE OF SMITH AVENUE AND ALONG THE NORTH RIGHT OF WAY LINE OF US HIGHWAY 17 NORTH
54 DEGREES 15 MINUTES EAST 290.15 FEET TO THE POINT OF BEGINNING; THENCE FROM THIS BEGINNING POINT
NORTH 36 DEGREES 00 MINUTES WEST 208.80 FEET TO AN IRON PIPE; THENCE NORTH 53 DEGREES 30 MINUTES EAST
120 FEET TO AN IRON PIPE; THENCE SOUTH 36 DEGREES 00 MINUTES EAST 210.37 FEET TO AN IRON PIPE IN THE
NORTH RIGHT OF WAY LINE OF US HIGHWAY 17; THENCE ALONG THE NORTH RIGHT OF WAY UNE OF US HIGHWAY 17
SOUTH 54 DEGREES 15 MINUTES WEST 120 FEET TO THE POINT OF BEGINNING AS SHOWN ON THAT MAP PREPARED BY
JAN K. DALE, OCTOBER 20, 1978, RECORDED IN MAP BOOK J, PAGE 399 OF THE BRUNSWICK REGISTRY OF DEEDS.
TRACT 12:
BEING A TRIANGULAR -SHAPED TRACT OR PARCEL, CONTAINING .25 ACRE, MORE OR LESS, KNOWN ON THE BRUNSWICK
COUNTY TAX RECORDS AS TAX PARCEL 18200191. AND BEING ALL OF THAT AREA OF PROPERTY, IF ANY, AS MAY LIE
BETWEEN GRANTEE'S TRACT OR PARCEL CONTAINING 12.10 ACRES, MORE OR LESS, AS DESCRIBED IN MAP CABINET 3'
AT PAGE 322, AND DEED BOOK 3410 AT PAGE 793, KNOWN AS TAX PARCEL 18200022, AND GRANTEE'S OTHER TRACTS
OR PARCELS AS DESCRIBED IN DEED BOOK 3425 AT PAGE 313, KNOWN AS TAX PARCELS 18200023, 18200024 AND
1820002504, AS SAID MAP, DEEDS AND TAX PARCELS APPEAR IN THE OFFICE OF THE REGISTER OF DEEDS, THE
COUNTY TAX SUPERVISOR, AND GEOGRAPHICAL INFORMATION SERVICES (GIS) OF BRUNSWICK COUNTY, NORTH CAROLINA_
FOR INFORMATIONAL PURPOSES ONLY
TAX PARCEL ID NOS.: 1820001701(TRACTS 1 AND 2); 18200022(TRACT 3); 1820002204(TRACT 4); 18200020_(TRACT
5); 1820002201(TRACT 6); 1820002202(TRACT 7); 1820002203(TRACT 8); 18200023(TRACT 9); 18200024(TRACT 10);
1820002504(TRACT 11); 18200191(TRACT 12)
NC GRID
NAD 83/2011
A"
STORM SEWER INVERTS
STRUCTURE #
RIM ELEVATION'
INVERT ELEVATION
INVERT ELEVATION
1
18.98
16.60
2
19.07
16.04
16.11
3
16.47
13.73
4
15.40
12.50
12.25
5
13.48
10.06
16.60
6
14.34
10.04
9.94
7
8
9
12.68
11.48
8.16
9.25
8.88
4.05
9.13
8.78
10
8.67
11
8.85
1
9.81
POINT OF BEGINNING
IRON ROD FOUND
N=84754.51'
E=2188327.78'
NAD 83-2011
PERMANENT DRAINAGE
EASEMENT TO NCDOT
DEED BOOK 2754, PAGE 219
SCHEDULE "B" EXCEPTION #26
o
�C 1 nA
0
GENERAL NOTES:
1. ADJOINING DEED REFERENCES BASED ON CURRENT INFORMATION FOUND IN THE BRUNSWICK
COUNTY TAX OFFICE.
2. ACCORDING TO CURRENT FEMA FLOOD MAP # 3720108800K, THESE PARCELS APPEAR TO BE
LOCATED IN THE FOLLOWING ZONES: X, SHADED X AND AE, BASE FLOOD ELEVATION 13.0'.
FLOOD LINES ARE SHOWN PER DATA VIA NC PUBLIC SAFETY F.R.I.S. WEBSITE.
3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, RESTRICTIONS,
RIGHT-OF-WAYS OF RECORD, GOVERNMENTAL ORDINANCES AND/OR REQUIREMENTS WHICH MAY
LIMIT THE USE OF THIS PROPERTY.
4. THIS SURVEY DOES NOT CERTIFY LEGAL TITLE TO THE LAND ITSELF OR TO THE BOUNDARIES
SHOWN. USERS OF THIS PLAT SHOULD OBTAIN AN ACCURATE LEGAL OPINION AS TO OWNERSHIP
WITHIN THE BOUNDARIES OF THIS PLAT.
5. ALL BEARINGS ARE BASED ON NC GRID NORTH (NAD83-NSRS 2011); ALL DISTANCES ARE
HORIZONTAL GROUND DISTANCES. COMBINED GRID FACTOR = 1.0001210
6. AREA BY COORDINATE METHOD.
MADDOX INVESTMENTS LLC 7. ALL UTILITIES SERVING THE PREMISES ENTER THE PREMISES FROM ABUTTING PUBLIC STREETS;
DEED BOOK 2801, PAGE 919 EXCEPT AS SHOWN, THE PREMISES DOES NOT SERVE ANY ADJOINING PROPERTY FOR DRAINAGE,
UTILITIES, OR INGRESS OR EGRESS; AND ALL SETBACK RESTRICTIONS DISCLOSED BY APPLICABLE
MAP CABINET 21, PAGE 374 ZONING OR BUILDING CODES ARE PLOTTED ON THE SURVEY.
8. STREET ADDRESS RANGE= #4464 MAIN STREET, #4566 MAIN STREET, #4568 MAIN STREET,
#129 SMITH AVENUE, #131 SMITH AVENUE & #201 SMITH AVENUE.
9. ZONING INFORMATION: CURRENT ZONE: RAM-15(TRACTS 1 & 2), AND HB (TRACTS 3 THRU 12).
17 S73' 46 13'E 10. ELEVATIONS WERE OBTAINED BY NORTH CAROLINA REAL TIME NETWORK AND ARE BASED ON
1211 N.A.V.D. 88 DATUM.
329.68 11. RIGHT OF WAY ON SMITH AVENUE IS SHOWN FROM NCDOT PROJECT NO. U-3462 AND SHOWN
ON SHEETS 4 & 5.
TAX PARCEL NUMBER 18200020 z4
20 (TRACT 5) �3 0
TPL 21 ��, n FRED EMMERSON & MARK SAUNDERS
CURRENT LEGAL DESCRIPTION
BEING ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING IN LOCKWOOD FOLLY TOWNSHIP, BRUNSWICK COUNTY,
NORTH CAROLINA, BEING BOUNDED ON THE NORTH BY THE LANDS CLAIMED BY MAS PROPERTIES, LLC IN DEED BOOK 2106,
PAGE 90 AND G.H. STANLEY AS CLAIMED IN DEED BOOK 37, PAGE 411; ON THE SOUTH BY THE NORTHERN RIGHT OF WAY LINE
OF S.R. 1357 (SMITH AVENUE -RIGHT OF WAY WIDTH VARIES); ON THE WEST BY THE LANDS CLAIMED BY FRED EMERSON & MARK
SAUNDERS IN DEED BOOK 2025, PAGE 1042, MARY JANE & NATHANIEL PURDY AS CLAMIED IN DEED BOOK 1098, PAGE 456,
AND JOSEPH & CAROLYN ROBINSON AS CLAIMED IN DEED BOOK 1054, PAGE 594, AND ON THE EAST BY THE LANDS CLAIMED
BY TIMOTHY L. CARTER IN DEED BOOK 2562, PAGE 61, WAL-MART REAL ESTATE BUSINESS TRUST AS CLAIMED IN DEED BOOK
1306, PAGE 1125, SHIRLEY HILL AS CLAIMED IN DEED BOOK 1099, PAGE 428 AND DEED BOOK 1355, PAGE 1278, DONACIANO
& MARIA SANTAMARIA AS CLAIMED IN DEED BOOK 1343, PAGE 741 AND WILLIAM & YVONNE HEWETT AS CLAIMED IN DEED BOOK
1100, PAGE 981 AND BY THE EASTERN RIGHT OF WAY LINE OF U.S. HIGHWAY 17 BUSINESS (MAIN STREET); ALL DEED
REFERENCES FOUND IN THE BRUNSWICK COUNTY REGISTRY AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT AN IRON ROD FOUND IN THE NORTHEN RIGHT OF WAY LINE OF S.R. 1357 (SMITH AVENUE), SAID IRON ROD
HAVING NC GRID COORDINATES, N=84754.51 FEET, E=2188327.78 FEET; SAID IRON ROD ALSO BEING THE SOUTHEAST CORNER
OF A PARCEL OF LAND CLAIMED BY FRED EMMERSON & MARK SAUNDERS AS RECORDED IN DEED BOOK 2025, PAGE 1042 AND
SHOWN ON A MAP RECORDED IN MAP CABINET 31, PAGE 146; THENCE FROM THE BEGINNING POINT AND LEAVING THE
NORTHERLY RIGHT OF WAY OF S.R. 1357 - SMITH AVENUE, NOS'23'10"E, 111.17 FEET TO AN EXISTING IRON ROD FOUND;
THENCE S7346'13"E, 12.11 FEET TO AN EXISTING IRON ROD FOUND; THENCE NO3'05'447E, 329.68 FEET TO AN EXISTING IRON
ROD FOUND; THENCE S8T00'11"E, 133.02 FEET TO AN EXISTING IRON ROD FOUND; THENCE N05'12'24"E, 191.88 FEET TO AN
EXISTING IRON ROD FOUND; THENCE N06'31'28"E, 19.73 FEET TO AN EXISTING IRON ROD FOUND; THENCE N05'09'15"E, 177.41
FEET TO AN EXISTING IRON ROD FOUND; THENCE N80'49'57E, 307.14 FEET TO AN EXISTING IRON ROD FOUND; THENCE
N04'26'02"E, 254.13 FEET TO AN EXISTING IRON ROD FOUND; THENCE NOV29'47"E, 129.48 FEET TO AN EXISTING IRON ROD
FOUND; THENCE N04'24'40"E, 400.21 FEET TO AN EXISTING IRON ROD FOUND; THENCE S62'39'OS"E, 298.73 FEET TO AN
EXISTING IRON PIPE FOUND; THENCE N6T32'30"E, 184.98 FEET TO AN EXISTING IRON PIPE FOUND; THENCE S07'16'49"E, 267.35
FEET TO AN EXISTING IRON ROD FOUND; THENCE S0704'20"E, 211.84 FEET TO AN EXISTING IRON PIPE FOUND; THENCE
N89'44'26"E, 8.83 FEET TO AN EXISTING IRON PIPE FOUND; THENCE S08'15'29"E, 300.00 FEET TO A NEW %' REBAR SET;
THENCE S14'05'39"E, 91.54 FEET TO AN EXISTING IRON ROD FOUND; THENCE S23'46'35"W, 256.82 FEET TO AN EXISTING IRON
ROD FOUND; THENCE S23'42'25"E, 555.06 FEET TO A NEW REBAR SET; THENCE S41'16'19"E, 77.60 FEET TO A NEW 1/2"
REBAR SET, THENCE N49-26'35"E, 120.00 FEET TO A NEW 1�" REBAR SET; THENCE S41'17'08"E, 202.30 FEET TO AN EXISTING
IRON PIPE FOUND IN THE WESTERLY RIGHT OF WAY UNE OF US HIGHWAY 17 (MAIN STREET); THENCE WITH THE WESTERLY RIGHT
OF WAY UNE OF U.S. 17 BUSINESS - MAIN STREET, S50'09'08"W, 120.13 FEET TO AN EXISTING IRON ROD FOUND; THENCE
S49'53'46"W, 264.42 FEET TO AN NCDOT RIGHT OF WAY MONUMENT FOUND AT THE INTERSECTION OF THE NORTHERLY RIGHT OF
WAY UNE OF S.R.1357 - SMITH AVENUE AFORESAID MENTIONED; THENCE WITH THE NORTHERLY RIGHT OF WAY LINE OF S.R.1357
- SMITH AVENUE FOR THE FOLLOWING EIGHT (8) BEARINGS AND DISTANCES: N55'00'58"W, 79.53 FEET TO AN NCDOT RIGHT OF
WAY MONUMENT FOUND ;THENCE N54'55'57"W, 59.16 FEET TO AN NCDOT RIGHT OF WAY MONUMENT FOUND; THENCE
N36'11'04"E, 21.82 FEET TO AN EXISTING IRON ROD FOUND; THENCE N54'11'45"W, 305.79 FEET TO AN NCDOT RIGHT OF WAY
MONUMENT FOUND; THENCE N74'54'03"W, 34.43 FEET TO AN EXISTING IRON ROD FOUND; THENCE N55'06'14"W, 239.90 FEET TO
DEED BOOK 2025, PAGE 1042 AN NCDOT RIGHT OF WAY MONUMENT FOUND; THENCE S34753'54"E, 12.89 FEET TO AN EXISTING IRON ROD FOUND; THENCE
NF 31' 28"E MAP CABINET 31, PAGE 146 N5449'38"W, 257.04 FEET TO THE PLACE AND POINT OF BEGINNING.
— — _
TAX PARCEL NUMBER 1820002204 /7- — — — -- — — N5' 12' 24•E 191 8g, 19.73' CONTAINING 32.64 ACRES (1,421,84-8 SQUARE FEET) AS SHOWN ON THIS SURVEY.
(TRACT 4) / N5' 09' 15`E
177.41'
� `�- — — — / TPL -- — —
TAX PARCEL NUMBER — _
1820002202
(TRACT 7) / / — -1 ... a. _"'- _-
/ 1 a
TOTAL AREA
/ 32.64 ACRES 1� M DEED BOOK 098,NAIEL PAGEP456 Y I JOSEPH & CAROLYN ROBINSON
TAX PARCEL NUMBER /
MAP CABINET 17, PAGE 458 ( DEED BOOK 1054, PAGE 594
- 820002203 ��/ 1,421,848 SQUARE FEET 1 b / /
-l. (TRACT 8) � TRACTS 1 THRU 12 N 1 2g i za
MAP CABINET 17, PAGE 458 /
TAX PARCEL NUMBER 1820002201 /
TPL / (TRACT 6) ?� /
/ TAX PARCEL NUMBER 18200022 $ �s
I(TRACT 3) �' � N4' 26' 02"E 254.13'
� t ° 1 25 N4' 24 40 E 400.21' 25
s FLOOD .BONE: FLOOD ZONE: � FLOOD ZONE • 129. �
e AE-BFE=13.0' SHADED X X
' UPLANDS 19 .20 ?1. 22 a3
f / \ UPLANDS \ r���, -UPLANDS
WETLANDS .. UPLANDS '' 2s
. ��s \
25 \ N
WETLANDS
- " � � n 's '3\ MAS PROPERTIES LLC,
0 (SURVEYED BY OTHERS) f1
' } N N N
TPL
\ \. s , t6 — 1, 2a i! e \ N %' '� . \\ a�" DEED BOOK 2106, PAGE 90 O
MAP CABINET 32, PAGE 55 w
,Z3
> \ > ' t 22 TAX PARCEL NUMBER 1820001701 \ \
\T41 p �� is ` - / UPLANDS (TRACTS 1 AND 2) I \ \ Al 30' PERMANENT EASEMENT w
.-
Q4'`ti� 2 ` �2t�. \ SCHEDULE B, ITEM 11
`lg yBF WETLANDS \ :� �� \. \ AS RECORDED IN MAP CABINET
�/ / / \ wCT?, �R > t9 i �' 20 \ Q, PAGE 69
\�& , A i
A O
* - +1 ` �3 � .. _ to - � FLOOD ZONE: \ � Wl
o „ C,2j1�Oh'O r \ UPLANDS \ ' .,, 17 SHADED X
1BER 16
UPLANDS /
DEED OVERLAP S?3.
982 SF 42 TPL —%� WETLANDS G H STANLEY A
e g B ?S� WETLANDS ,f �!',� ��?---tte (SURVEYED BY OTHERS) DEED BOOK 37, PAGE 411 Z
V PARCEL NUMBER , / SSS 1p r = - - - J� 10 SEE SCH-B, ITEM #27 „'�
1820002504 -•w.
o�.,�p _0.�P / _ _ .. j _ �3_ _.. � �L WETLANDS
P` t
(TRACT 11)
`L �P�' 0�'� / tt j ✓ - FLOOD ZONE: e s
5 9 f 10 . !: AE-BFE=13.0'
P. 11 ' �1 •.� �PQ\� ,QQPG� �INOO 16' 491 APPROXIMATE RUN OF
x 41 p \I- 1/ `��� PG�F,� C���'` °��` QQ' S13' - -- _ 267.35' CHARLES BRANCH
Revisions
07-31-2018: REVISED TO SHOW
PRELIMINARY FLOOD ZONE LINES
08-27-201 & REVISED PER NEW
TITLE COMMITMENT.
ALTA COMMITMENT FOR TITLE INSURANCE
SCHEDULE B, PART II
EXCEPTIONS
�P� O� WETLANDS -. = -_ ST 04 20'E E„
QC r O 0� ��. Gj�• Q '� siy . + 300.00' N89. 44' 2s"E 211.84'
O�C� �� GP / �.�� •�5 �'� • / ep� ��� / ?s 9 - 15' 29"E 8.83'
�� �O GQO APPROXIMATE RUN OF 68?• e a \ Q�,
/ X 93 GPI �P / CHARLES BRANCH WAL-MART REAL ESTATE
SIC 05' 391E BUSINESS TRUST
QI TIMOTHY L. CARTER
DEED BOOK 1306, PAGE 1125 DEED BOOK 2562, PAGE 61
;,V
91.54
ANY DETECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN
THE PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE
DATE ON WHICH ALL OF THE SCHEDULE B, PART I - REQUIREMENTS ARE MET.
1. STANDARD EXCEPTIONS:
o.RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS.
b.ENCROACHMENTS, OVERLAPS, BOUNDARY LINE DISPUTES OR OTHER MATTERS WHICH WOULD BE
DISCLOSED BY AN ACCURATE SURVEY AND INSPECTION OF THE PREMISES.
C.EASEMENTS, OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE PUBLIC RECORDS.
d.ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIAL HERETO OR HEREAFTER
FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS.
e. ANY TITLES OR RIGHTS ASSERTED BY ANYONE INCLUDING BUT NOT LIMITED TO, PERSONS,
CORPORATIONS, GOVERNMENTS OR OTHER ENTITIES, TO TIDE LANDS, OR LANDS COMPRISING THE
SHORES OR BOTTOMS OF NAVIGABLE RIVERS, LAKES, BAYS, OCEANS OR GULF, OR LANDS BEYOND THE
UNE OF THE HARBOR OR BULKHEAD LINES AS ESTABLISHED OR CHANGED BY THE UNITED STATES
GOVERNMENT OR WATER RIGHTS, IF ANY.
f. TAXES OR SPECIAL ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE PUBLIC
RECORDS.
SPECIAL EXCEPTIONS.
3. TAXES FOR THE YEAR 2018, AND SUBSEQUENT YEARS, WHICH ARE NOT YET DUE AND PAYABLE. (NOT A
SURVEY MATTER)
4. RIGHTS OF TENANTS IN POSSESSION UNDER UNRECORDED LEASES.(NOT A SURVEY MATTER)
5. ANY INACCURACY IN THE AREA, SQUARE FOOTAGE OR ACREAGE OF THE LAND OR ATTACHED PLAT, IF ANY.
THE COMPANY DOES NOT INSURE THE AREA, SQUARE FOOTAGE OR ACREAGE OF THE LAND. (NOT
PLOTTABLE)
6. INTENTIONALLY DELETED
7. INTENTIONALLY DELETED
8. INTENTIONALLY DELETED
9. MINERALS OF WHATSOEVER KIND, SUBSURFACE AND SURFACE SUBSTANCES, INCLUDING BUT NOT LIMITED
TO COAL, LIGNITE, OIL, GAS, MINERALS OF WHATSOEVER KIND, SUBSURFACE AND SURFACE SUBSTANCES,
INCLUDING BUT NOT LIMITED TO COAL, LIGNITE, OIL, GAS, URANIUM, CLAY, ROCK, SAND AND GRAVEL IN,
ON, UNDER AND THAT MAY BE PRODUCED FROM THE LAND, TOGETHER WITH ALL RIGHTS, PRIVILEGES, AND
IMMUNITIES RELATING THERETO, WHETHER OR NOT APPEARING IN THE PUBLIC RECORDS OR LISTED IN
SCHEDULE B. THE COMPANY MAKES NO REPRESENTATION AS TO THE PRESENT OWNERSHIP OF ANY SUCH
INTERESTS. THERE MAY BE LEASES, GRANTS, EXCEPTIONS OR RESERVATIONS OF INTERESTS THAT ARE NOT
LISTED. (NOT A SURVEY MATTER)
10. DEED OF EASEMENT TO BRUNSWICK ELECTRIC MEMBERSHIP CORPORATION DATED MARCH 8, 1961, AND
RECORDED IN BOOK A53, PAGE 283, BRUNSWICK COUNTY REGISTRY. (AS TO TRACTS 1 AND 2). (AFFECTS,
BLANKET IN NATURE)
11. WATER UTILITY EASEMENT DATED JANUARY 20, 1986 IN FAVOR BRUNSWICK COUNTY RECORDED IN BOOK
634, PAGE 771 , BRUNSWICK COUNTY REGISTRY. (AS TO TRACTS 1 AND 2). (AFFECTS, AS PLOTTED)
12. EASEMENTS, SETBACK LINES, AND ANY OTHER MATTERS SHOWN ON PLATS RECORDED IN MAP CABINET Q
, PAGE 69; MAP CABINET 17, PAGE 458; AND MAP CABINET 35, PAGE 373, BRUNSWICK COUNTY REGISTRY.
(AS TO TRACTS 1 AND 2). (AFFECTS, AS PLOTTED)
13. INTENTIONALLY DELETED
14. INTENTIONALLY DELETED
15. INTENTIONALLY DELETED
16. INTENTIONALLY DELETED
17. EASEMENT TO THE TOWN OF SHALLOTTE FOR SEWER CONNECTION AGREEMENT RECORDED IN BOOK 527,
PAGE 21, BRUNSWICK COUNTY REGISTRY. (AS TO TRACT 7). (AFFECTS, BLANKET IN NATURE)
18. INTENTIONALLY DELETED
19. INTENTIONALLY DELETED
20. INTENTIONALLY DELETED
21. INTENTIONALLY DELETED
22. JUDGMENT OF TAKING OF LAND AND IMPOSING CONTROL OVER ACCESS BY DEPARTMENT OF
TRANSPORTATION VS. SJL PROPERTIES, LLC ET AL DATED SEPTEMBER 18, 2009, AND RECORDED IN BOOK
2979, PAGE 147, BRUNSWICK COUNTY REGISTER OF DEEDS. (AS TO TRACTS 9 AND 10). (AFFECTS, AS
PLOTTED)
23. INTENTIONALLY DELETED
24. INTENTIONALLY DELETED
25. RIGHT OF WAY EASEMENT IN FAVOR OF BRUNSWICK ELECTRIC MEMBERSHIP CORPORATION DATED JULY
11, 1939, AND RECORDED IN BOOK FF, PAGE 299, BRUNSWICK COUNTY REGISTRY. (AS TO TRACTS 3, 4,
6, 7 AND 12). (NOT ABLE TO DETERMINE BY THIS SURVEYOR.)
26. DEED IN FEE SIMPLE FOR HIGHWAY RIGHT OF WAY FOR SMITH AVENUE DATED DECEMBER 19, 2007,
AND RECORDED IN BOOK 2754, PAGE 219 , BRUNSWICK COUNTY REGISTRY. (AS TO TRACTS 3, 4, 5, 6, 7
AND 8). (AFFECTS, AS PLOTTED)
27. ALL MATTERS SHOWN ON A SURVEY FOR BYWR, LLC OF 404 WETLANDS BY JAMES R. TOMPKINS,
PLS-2852 ISSUED AND SEALED ON DECEMBER 2, 2013. (AS TO TRACTS 1-13). (AFFECTS, AS PLOTTED.
WETLAND LINES SHOWN NOT SURVEYED BY ME AT THIS TIME)
28. INTENTIONALLY DELETED
NOTE:
1. LINE "A"-"B" IS BASED ON INFORMATION RECORDED IN MAP
CABINET J, PAGE 399.
2. LINE "C"-"D" IS BASED ON INFORMATION RECORDED IN MAP
CABINET 21, PAGE 371.
LEGEND
LABEL
SYM.
DESCRIPTION
IPF IRF
•
IRON PIPE ROD FOUND
IRS
O
1 2 REBAR SET
CMF
■
CONIC. MON. FOUND
NCGS
®
GEODETIC MONUMENT
CAN
®
CABLE TV PEDESTAL
TPED
ID
TELEPHONE PEDESTAL
TMH
0
TELEPHONE MANHOLE
EB
IN
ELECTRIC BOX
LP
*
LIGHT POLE
TSP
0
TRAFFIC SIGNAL POLE
TSB
®
TRAFFIC SIGNAL BOX
SMH
®
SEWER MANHOLE
SCO
®
SEWER CLEANOUT
SV
D4
SEWER VALVE
RPZ
pd
REDUCED PRESSURE ZONE
FH
1R
FIRE HYDRANT
WM
®
WATER METER
SWMH
0
STORMWATER MANHOLE
GUY
GUY WIRE
CB
CATCH BASIN
INV.
INVERT OF PIPE
R/W
RIGHT OF WAY
TPL
TAX PARCEL UNE
CB
CATCH BASIN
CI
CURB INLET
SIGN
TRANS
ELECTRIC TRANSFORMER
LSA
LANDSCAPE AREA
SCALE: V = 100'
0 50 100 200 300
U
o
a
C
•
o _
$ 0
Q1
A\
�nE
p
W
O
D
o,pZ
m
C X C
cle
U
d LL
J
o6
E
4[ 0)
C
1L
W
.
Z
W
Q
O•
CL
LO
•
O% N
._
N
� 0
C
WZ
LLJ
0 C4
ma
U
0��
N
Z
W
o
°DOz
0
N
��$
U
°
0
V
W
(1%0)
�
C,4
a
a
C
�
M
�
00
M U
O0
Q
Q
A
A ai
A
<C
M O
M
UOA
a
tI')
N
N
O
O�
aQ
Q
Q
Date: 08-28-2018
Scale: I "=100'
Drawn By: CDS/DML
Checked By: CDS -
TOWNSHIP:
LOCKWOOD FOLLY
COUNTY:
BRUNSWICK
STATE:
NC
CREW:
RW/JI
FB/PG:
FILE
2018 This drawing shall not be reproduced in whole or in part
ALTA
written permission of East Coast Engineering & Surveying, P.C. LULL PROJECT NO. 1960

PARKING INFORMATION:
NEAR INFORMATION: NOTES: Revisions
RETAIL SQUARE FOOTAGE OF BUILDINGS: 197,388 09-26-18 Revisions per
SHALLOTTE MEDICAL SQUARE FOOTAGE OF BUILDINGS: 6,700 PROPERTY OWNER: BYWR LLC
/ R / RESTAURANT SQUARE FOOTAGE OF BUILDINGS: 7,608 CURRENT 1. THIS PLAN COMPLIES WITH THE TOWN OF SHALLOTTE DEVELOPMENT STANDARDS.
TRC Planning Comments
TOTAL SQUARE FOOTAGE OF BUILDINGS: 211,696 1927 OAK HARBOUR DR SW
(ENCLOSED FLOOR AREA) OCEAN ISLE BEACH, NC 28469 2. THIS PROJECT SHALL COMPLY WITH THE TOWN OF SHALLOTTE'S STORMWATER 04-25-19 Revised layout
N C GRID MANAGEMENT ORDINANCE AND MUST BE ISSUED A STORMWATER PERMIT FROM THE
PARKING'
SITE NAD 83/2011 � �,
1 PER 300 SF RETAIL REQUIRED: 658 SPACES (MINIMUM) DEVELOPER: REALTY LINK TOWN OF SHALLOTTE AND A SEPARATE PERMIT FOR NCDEQ.
4 1 PER 200 SF RETAIL REQUIRED: 987 SPACES (MAXIMUM) 550 SOUTH MAIN STREET, SUITE 300 I PER 125 SF RESTAURANT REQUIRED: 61 SPACES (MINIMUM) GREENVILLE, SC 29601 3. ALL LIGHTING SHALL BE INTERNALLY LOCATED AND SHALL NOT EXCEED 40' IN HEIGHT.
1 PER 35 SF RESTAURANT REQUIRED: 217 SPACES (MAXIMUM) 4. THE PROPOSED BUILDING SHALL NOT EXCEED 40' IN HEIGHT.
I PER 400 SF MEDICAL REQUIRED: 17 SPACES (MINIMUM) PROPERTY INFORMATION:
1 \\ I PER 100 SF MEDICAL REQUIRED: 67 SPACES MA \ Q (MAXIMUM) TAX PARCEL NUMBERS: 18200191, 18200020, 18200022, 5. ACCORDING TO CURRENT FEMA FLOOD MAP # 3720108800J, THESE PARCELS APPEAR TO BE
LOCATED IN THE FOLLOWING ZONES: X, SHADED X AND AE, BASE FLOOD ELEVATION 13.0'.
r, POINT OF BEGINNING / TOTAL: 736 SPACES (MINIMUM) 1820002201, 18200023, 1 000002203, FLOOD LINES ARE SHOWN PER PRELIMINARY DATA VIA NC PUBLIC SAFETY F.R.I.S.
IRON ROD FOUND MADDOX INVESTMENTS LLC TOTAL: 1,271 SPACES (MAXIMUM) 1820002204, 18200023, 18200024, WEBSITE.
N=84754.51' / DEED BOOK 2801, PAGE 919 1820002504
E=2188327.78' MAP CABINET 21, PAGE 374 PARKING SPACES PROVIDED: 745 SPACES
NAD 83-2011 TAX PARCEL: 1820001802 SITE AREA: 25.6 ACRES 6. ALL INTERIOR PLANTINGS SHALL BE BLOCKED FOR PROTECTION.
O• ZONED: HB (INCLUDING 17 STANDARD H/C SPACES)
& 15 VAN ACCESSIBLE H/C SPACES 7. ALL PARKING LOT AND DRIVEWAY STRIPING AND SIGNAGE TO COMPLY WITH CURRENT
USE: US POST OFFICE CURRENT ZONING: HIGHWAY BUSINESS (HB)
MUTCD STANDARDS.
PERMANENT DRAINAGE
MINIMLJM LOT AREA: 20,000 SF
EASEMENT TO NCDOT MINIMUM LOT WIDTH: 60 FEET 8. ALL PROPOSED HVAC UNITS WILL BE SCREENED AND SHALL NOT ENCROACH MORE THAN
Z DEED BOOK 2754, PAGE 219
p \ \ SCHEDULE "B" EXCEPTION #26 BUILDING SETBACKS: T FEET INTO ANY YARD SETBACK.
FRONT YARD= 20', REAR YARD= 20', SIDES=10' 9. THE BUILDINGS MAY NOT HAVE METAL FACADES ALONG AREAS THAT FACE THE STREET
FRED EMMERSON & MARK SAUNDERS MAXIMUM BUILDING HEIGHT: 40'
' S73' 46' 13'E PER SEC 10-2 OF THE TOWN UDO.
4—�111.17 DEED BOOK 2025, PAGE 1042
12.11' ECABINET
BUFFER WITH 0.4 OPACITY 10. OWNER AND OWNER'S CONTRACTOR SHALL COORDINATE WITH BEMC AND ATMC
15' TA PRCEL:1182A00018GE 46 PROPOSED CURRENT
UUSE: RETANIL, RESTAURANT AND MEDICAL
\ EXISTING AND PROPOSED UTILITIES AS REQUIRED. 8 BUILDING SE7gACK LINE _ ZONED: HB r � 329.68' REGARDING THE RELOCATION OF EX
USE: VACANT INTERIOR LANDSCAPING 11. THIS PROJECT SHALL COMPLY WITH THE TOWN OF SHALLOTTE UDO, SECTION 17, WITH • THE GROSS PROPOSED PAVED AREA TO BE USED FOR PARKING, LOADING, OR
\ VEHICULAR USE = 453,477 SF RESPECT TO LANDSCAPING IN VEHICLE AREAS AND BUFFERING ALONG THE STREET
RIGHT-OF-WAY. A MIN. 3' (FOOT) CLEARANCE ZONE SHALL BE PROVIDED AROUND ALL
/ BOX COMPACTOR TYP. TOTAL INTERNAL LANDSCAPING SPACE REQUIRED (8.0%) 36,598 SF WATER METERS, SEWER PUMP STATIONS, FIRE HYDRANTS, AND ALL OTHER PUBLIC 0
UTILITY APPARATUS. SEE LANDSCAPING PLAN PREPARED BY OTHERS. Q`
TOTAL INTERNAL LANDSCAPING SPACE PROVIDED (8.1%) 37,056 SF N
VICINITY MAP \ > �rl (SEE LANDSCAPING PLAN BY OTHERS) DUMPSTER CORRAL TYP. O° 12. A HERITAGE TREE SURVEY WILL BE REQUIRED AND PROVIDED TO THE TOWN. 0
NO SCALE % / O ' /NC N >' cn
to
13. ANY MINOR DEVIATION FROM THE FINAL SITE PLAN PLAN SHALL REQUIRE APPROVAL OF � � o ^ �
THE ADMINISTRATOR AND ANY MAJOR DEVIATION SHALL REQUIRE APPROVAL OF THE O
} � i PROPER APPROVING BODY. >- — 0 N
W 01 6 �` in
14. THE TOWN IS THE POTABLE WATER PROVIDER AND FOR SEWER DISPOSAL. D > O 'X N
TRAFFIC CAMERAS SHALL BE \ C 15. WATER AND SEWER FEES MUST BE PAID PRIOR TO ISSUANCE OF INITIAL ZONING M 1D
INSTALLED AT WHITE ST. AND / ( APPROVAL. _x cn
SMITH AVE. INTERSECTION PER N5' ' NT 31' 28'E W E
TOWN OF SHALLOTTE POUCE \ 1224"E 191 $$. 19 73, THE TOWN OF SHALLOTTE. W
0916. ALL PROPOSED SIGNS ON THE PROPERTY WILL REQUIRE A SEPARATE PERMIT ISSUED BY * �
DEPARTMENT SPECIFICATIONS. / N5' , 15"E 177 41' BUILDING SETBACK LINE -7S34' 53' 54"W
</ 6 17. THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE TOWN OF SHALLOTTE Z
12.89' 8 THRU THE BRUNSWICK COUNTY FIRE MARSHALL.
RETAIL - E 9 � � -
��, RETAIL - H RETAIL - G RETAIL - F �" % 18. THIS PROJECT IS REQUIRED TO HAVE AN S' FOOT LANDSCAPED STREET BUFFER AL ___I to
J / 20,000 SF ALONG v
ENTIRE STREET FRONTAGE OF THE PROPERTY. a-
2 000 SF Co
P JQ� 10,000 SF 18,000 SF - -� � . N
IT1 10 0
8 % 19. ALL IMPACTS TO WETLANDS & FLOODPLAIN SHALL BE PERMITTED PRIOR TO 1' C
p I CONSTRUCTION W N
� C x
RETAIL - C 8 6 �, o
W +- i
-' 8, 500 S F 8 l w z °°
STOP SIGN Q
0 Oft
�� �0 - N Z 0
f •
J. } 0to 0
/ o
z
QJ� ® I .�8 RETAIL B DUMPSTER CORRAL TYP. W
0
/ I �,� oo I 13 E- } 9,000 SF i z
1.
12 12
.4 �L' I*
1 13 13 -•�
/ /N74' S4' �1N 3�"'' ¢ �E+ T'9/� I I 13 13 13 13 12 12 13 24' 9 9 11
�-' sc I I
• O _ 30
5
9 ::..
STOP SIGN s•- 9 � MARY JANE & NATHNAIEL PURDY
DEED BOOK 1098, PAGE 456
261 MAP CABINET 17, PAGE 458
g 8 TAX PARCEL: 1820001703
24' 24' ZONED: RM15 I--�
USE: VACANT
6 CD
MITIGATED RPW IMPACT 1 15 } } } o O
9 8 RETAIL - A
/ F 50,000 SF �•
o. R 13 12
8 12 12 12
12 -�
/ 8 FLOOD ZONE: 12 1
AE-BFE=13.0' 12 12 12 9 BOX COMPACTOR TYP.
9 vz-i
STOP SIGN 9
MITIGATED WETLAND }
IMPACT 3
�m \
t® Ae
O g j} p 6
Pv� ��2 --� 26° 24'
' 1
ST WETLAND IMPACT 9 1�1
N36' 11 04'E ��/ \ ( WETLAND IMPACT 10 STOP SfGN
3 4 26'
F--�
5 I
� ���Q_�`` - 7 MITIGATED WETLAND IMPACT 2
WETLANDS \ ` G``99' V 1 l
h \
� /.' �� •�, / _ RETAIL - I RETAIL � � I �' -�cor�J ���• j `• FUTURE DEVELOPMENT l
' I 26' 13 22,088 SF 16,000 SF I o ¢ o _ h--I o
N55' oo' 58"W _ \ ,`. �; j WtV WN �� DEED BOOK
LLC ~J
-: _ _ PAGE 4793 79.53 / \ % \ 4 WETLAND IMPACT 8 x tY 3410,
/ 9 " " 13 \ r i ! MAP
TPCABINET
PB R E 35, PAGE 4373
L: 1820001701
\` WETLAND IMPACT 4 J/ 5 N ZONED: RM15
i i \ I `, : -- WETLANDS USE: VACANT
WETLANDS
7
I ,c,
LOA�3ING I j 1, r � %_ ( (SURVEYED BY OTHERS) 4 1
R 1015 '` \ CONCRETE SIDEWALK DING i `LOA/ I
10
, I S ' UPLANDS Date: 06/03/19
S41' 16' 191 Scale: AS SHOWN
77.60' WETLAND IMPACT 7
1 I j It\ Drawn By: RET/MGB
10
WETLAND IMPACT 5 WETLANDS) � �ti i STORMWATER Checked By: ACL/JCR
O��L02 / \ WETLAND IMPACT 6 WETLAND IMPACT 11—� / \ .� POND #1
\ \ pp�y,` \ �-7—
7 DEED OVERLAP 23. , , % PRELIMINARY
APPROXIMATE RUN OF / 2S�Y — I� WETLANDS - — — — _ _ _ _ NOT ISSUED FOR
AI \ \ CHARLES BRANCH / SS �• -I ' CONSTRUCTION
y� "�7/ ,' MITIGATED WETLAND IMPACT 1 \` I ;ii (SURVEYED BY OTHERS) ISSUED FOR PERMIT
0�` �/ ,` \ \ STORMWATER STREAM IMPACT 1 �� ` �- / —
LL n % �G POND #2 j / Q
\ THIS PLAN IS NOT ISSUED FOR
�
ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
WETLANDS \
26' co
<t; / c,3 \�4' \���°0 \\�QQvG �/ S \ — _ SEAL
35054
\���' p?P�� 46' WETLANDS �� = 6-3-2019
O,�'` �f l• 0 / 357� \ SETaA'�
INE � C� •'•. H �c .• �i
P k; O `�' `' 2 \ Suu 300.00' WAL-WART REAL ESTATE N8T 44' 26"E y,�� •GENE . J55
\�G \�C3 / 00 Q0\��,Cc\:�O \� / 5682' \ ��� Sly 15 29"E BUSINESS TRUST 8.83' ''TIAN �`���`�
\C �° / OFF' Q �' QP�' Os g / �/• DEED BOOK 11306 PAGE 1125 I
,�iiW%
18200025PARCELSCALE: 1" = 60'
P� ✓ �J / / \)5 / APPROXIMATECH RLES BRANCH �� 91.54 TAX PARCEL
HB
USE BUSINESS 0 30 60 120 180 I C2.0
C 2019 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying, P.C.
ECES PRn•IFCT Nn 14Fn

L."-11 rI\Vt r-%. I IVIJ. I JOU

------------
Revisions
22
20
18
16
14
12
10
8
6
4
2
0
-2
-4
-6
LO cD
0+00
CROSS SECTION DETAIL
EXISTING
TOP OF FREEBOARD-
ELEV:GRAD�TEMPORAY POOL
12.50 ELEV:11.50
PERMANENT POOL
ELEV: 9.00
POND BOTTOM/
TOP OF CLEANOUT
- ELEV:-2.50 - -
BOTTOM SEDIMENT_
STORAGE ELEV:-3.50
000 o N o
N
EXISTING ��j00
GRADE ELEV.
0 30' 60'
HORIZONTAL SCALE
O o) r o O o V) 00
C0 M (0 M LO "i
2+ 00
POND CROSS SECTION A - A'
22
20
18
TOP OF FREEBOARD
ELEV:12.50 16
BOTTOM SHELF
ELEV: 9.00
00 (= � C) I- p 01.0
p
3+00
0 7.5' 15'
VERTICAL SCALE
MAIN POOL STAGE STORAGE TABLE
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(Cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
-2.500
3,721.50
N/A
N/A
0.00
- 2.000
4,315.87
0.500
2009.34
2009.34
-1.000
5,606.68
1.000
4961.28
6970.62
0.000
7,043.22
1.000
6324.95
13295.57
1.000
8,620.03
1.000
7831.62
21127.19
2.000
10,307.94
1.000
9463.98
30591.18
3.000
12,097.45
1.000
11202.69
41793.87
4.000
13,987.95
1.000
13042.70
54836.57
5.000
15,979.45
1.000
14983.70
69820.27
6.000
18,071.98
1.000
17025.72
86845.99
7.000
20,261.24
1.000
19166.61
106012.61
8.000
22,542.02
1.000
21401.63
127414.24
9.000
24,914.32
1.000
23728.17
151142.40
14
- _ 12
10
8
TOP OF SHELF- 6
ELEV:10.00
4
2
0
-2
-4
-6
-8
--d- 00 00 M
N d O O
PROPOSED
GRADE ELEV.
141
M
N
20 20
18 TOP OF FREEBOARD 18
EXISTING ELEV:12.50
16 TEMPORARY POOL GRADE 16
14 ELEV: 11.50 14
12 - - - - - - - - 12
10 10
8 _ 8
6\_PERMANENTPOOL 6
ELEV:9.00
4 4
2 2
0 P BOTTOM/ 0
P OF CLEANOUT -2
-2 -ELEV:-2.50
4 BOTTOM SEDIMENT -4
STORAGE ELEV:-3.50 -6
-6
-8 � M M � kn r, O O � � � � -8
M
o r
0+00 EXISTING 1 + 00� PROPOSED
GRADE ELEV. GRADE ELEV.
POND CROSS SECTION B - B'
0 30' 60'
HORIZONTAL SCALE
0 7.5' 15'
VERTICAL SCALE
FOREBAY STAGE STORAGE TABLE
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
5.000
4,939.80
N/A
N/A
0.00
6.000
5,861.00
1.000
5400.40
5400.40
7.000
6,863.66
1.000
6362.33
11762.73
8.000
7,949.81
1.000
7406.74
19169.47
9.000
9,122.24A
1.000
8536.02
27705.49
NOTE:
1. 6:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES AND SHOULD BE PLANTED WITH A
MINIMUM OF THREE (3) DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION. (SEE
SHALLOW LAND PLANT SELECTION TABLE).
2. THE PLANTS SHALL BE SPACED AT A DENSITY OF NO LESS THAN 50 PLANTS PER 200 SQUARE
FEET OF SHELF AREA.
3. SHELF AREA = 5,263 SQUARE FEET
4. 50 PLANTS/200 SF OF SHELF = 1316 PLANTS SHALLOW LAND PLANTS IN THE SHELF AREA AND
SHALL USE A MINIMUM OF THREE DIFFERENT SPECIES SELECTED FROM THE TABLE TO
ENSURE DIVERSE AND VIGOROUS GROWTH.
5. A WETLAND SEED MIX IS NOT ACCEPTABLE FOR THE SHELF.
6. CONTRACTOR SHALL PROVIDE BERMUDA SOD TO STABILIZE THE 3:1 SIDE SLOPES ABOVE THE
6:1 VEGETATIVE SHELF.
L=161.842
7.020
3.850
S200 20' 28.81 "W 27.44'
V IIVILIYVIVIY L.'L. 1111L-
28
28
26 26
24 TOP OF FREEBOARD 24
22 -- ----TOP OF FREEBOARD ELEV:12.50 22
ELEV:12.50 TEMPORARY POOL
20 20
ELEV:11.EXISTING 550
18 �_ �- GRADE 18 16
16 � �
14 � 14
12---------- ------ --12
10 10
8 8
PERMANENT POOL
6 - _ ELEV:9.00 6
4 4
2 FOREBAY BOTTOM/ 2
0 FOREBAY TOP OF CLEANOUT
0
ENTRANCE ELEV:5.00
-2 ELEV:3.00 VFOREBAY EXIT POND BOTTOM/ -2
-4 ELEVA.00 TOP OF CLEANOUT _4
EXISTING PROPOSED ELEV:-2.50
-6 GRADE ELEV. GRADE ELEV. -6
-8 M �O NC' N �� O �M O00 -$
r7 N� r.j OM �, CO0o rN coM O �f NN
� �•- O �
0+00 1 +00 2+00
POND CROSS SECTION C - C'
0 30' 60
HORIZONTAL SCALE
0 7.5' 15'
VERTICAL SCALE
TEMPORARY STORAGE STAGE STORAGE TABLE
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
9.000
34, 584.20
N/A
N/A
0.00
10.000
39,847.05
1.000
37215.62
37215.62
11,000
42,572.78
1.000
41209.91
78425.54
11.500
43,959.23
0.500
21633.00
100058.54
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Scale: AS SHOWN
Drawn By: JCR
Checked By: AL/JCR
PRELIMINARY
NOT ISSUED FOR
CONSTRUCTION
ISSUED FOR PERMITS
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
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written permission of East Coast Engineering & Surveying, P.C.

ECES PROJECT NO. 1960

CO 2019 This drawing shall not be reproduced in whole or in part without written permission of East coast trigmeering & Nurveymg , r.u. L-NI1 1 114 U. 1 U U v

Revisions
PIPE
FRAME, GRATE & HOOD
SHALL BE NCDOT 840.03
CURB INLET OR
APPROVED EQUAL. SEE
DETAIL FOR
DIMENSIONS
PIPE
3,000 PSI
CONCRETE TO
INVERT OUT
PIPE
FRAME, GRATE & HOOD
SHALL BE NCDOT 840.03
CURB INLET OR
APPROVED EQUAL. SEE
DETAIL FOR
DIMENSIONS
091
FILL WITH 3,000
PSI CONCRETE
TO INVERT OUT
TY,
P
PRECAST CONCRETE
RIM ELEV. = 10.25
PERMANENT POOL
EL= 7.00
1" SCH. 40 PVC ORIFICE
(I.D. = 1.03 IN.)
2 - TEES WITH SEALED PLUGS
6'
AS REQUIRED
FILL TO INVERT
WITH CONCRETE
PRECAST CONCRETE
BOX RATED FOR MIN.
H-20 TRAFFIC LOADING IF
LOCATED IN TRAFFIC AREA
CATCH BASIN DETAIL
COMPATED SUBGRADE
ECTION A -A
NOT TO SCALE
NOT TO SCALE
B
RON
,lire '61
L(�*N
SEE STORMWATER PLAN
SHEETS FOR RIM
ELEVATIONS
#57
COMPACTED STONE
SEE STORMWATER PLAN
SHEETS FOR RIM
ELEVATIONS
SEE STORMWATER
PLAN SHEETS FOR PIPE
MATERIAL, SIZE,
ORIEWATION AND
INVERTS.
SEAL WATER -TIGHT BETWEEN
PIPE
PIPE
► B
PLAN VIEW _ AS TQUIRED
TRASH GUARD
#4 REBAR 4" O/C
THROAT
ELEVATION 6„
TEMPORARY
POOL I I 6"
EL=9.25
M'REQUIRE D
AS
REQUIRED
24' INVERT CHDPE
"
HDPE EL = 4.00 FILL TO INVERT
WITH CONCRETE
COMNCTED SUBGRADE
;ECTION B-B
OS2 STORMWATER POND #2 OUTLE• STRUCTURE
NOT TO SCALE
B
I 1
11 II
it 16 —
11 1 II I 1 6
II
1 I
1 II
�1 IF
II II
4' 1 1
11 11
_ EAL WATER -TIGHT BETWEEN.
PRECAST CONCRE-E :IPE AND CATCH BASIN
1i II
IP
II II —
J I
A 11 I1 A
L2
- II
IP
JI �I
I IL
If
I iP
JL
PLAN VIEW
RIM ELEV. = 12.50
TRASH GUARD
#4 REBAR 4" O/C
THROAT
PERMANENT POOL
EL= 9.00
4" SCH. 40 PVC ORIFICE
(I.D. -40 IN.)
2 - TEES WITH SEALED PLUGS 1�
L
6"
AS REQUIRED
FILL TO INVERT
WITH CONCRETE
ELEVATION 1—
'� TEMPORARY 6
% POOL
EL = 11.50
6 MIN I ' AS REQU
3P INVERT
HDPE EL = 7.00
COMPACTED SUBGRADE
SECTION A -A
COMPACTED SUBGRADE
SECTION B-B
OS-1 STORMWATER POND #1 OUTLET STRUCTURE
NOT TO SCALE
ENERGY DISSIPATER DATA TABLE
STORM
LENGTH
WIDTH
MEDIAN
MAX
DRAIN
L (FT)
W (FT)
STONE
STONE (D)
(D50) IN
IN
OSI-PI &
OS 1-P2
40
21
].5
3
OS2-PI
10
8
1.5
3
TOP OF CUoo
PLAN VIEW
FLARED
SECllvry
ISOMETRIC VIEW
STONE SHALL BE WELL -GRADED FIELD OR QUARRY STONE
A � L
FLOW
W
OUTLET PROTECTION
NOT TO SCALE
Fyx0111IEelkv 1
3' TAPER 3' TAPER TOP OF CONCRETE Ca
7' CURB CUT GUTTER LINE
SIDEWALK
NOT TO SCALE
6"
AS
REQUIRED
FILL TO INVERT
CONCRETE
TER FABRIC
TER FABRIC
OVERFLOW WEIR
POND #1 ELEV. = 11.60
. .� . u. B' -rrn 'rn •Pnn n17 nnrm
OVERFLOW WEIR
POND #1 ELEV. = 11.60
PLAN VIEW
#2 ELEV. = 9.50
LINE WITH CLASS B RIP RAP
MIN 3:1
POND #1 TP ELEV. = l 1.50
3
SLOPE
POND #2 TP ELEV. = 9.25
POND # 1 PP ELEV. = 9.
POND #2 PP ELEV. = 7.
a'
TIE TO POND #1 ELEV. = 11.50 10, TIE TO POND
TIE TO POND #2 ELEV. = 9.25 ELEV. = 13.00
3:1 SLOPE 1'
10' OF NCDOT
CLASS B RIP RAP OVERFLOW WEIR
VEC:ETATIVE 6:1 POND #1 ELEV. = 11.60
SLOPE POND #2 ELEV. = 9.50
SECTION A -A' PROFILE OF SPILLWAY LINE WITH CLASS B RIP RAP
SECTION B-B' PROFILE OF SPILLWAY
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
NCDENR Stormwater BMP Manual
Chapter Revised 09-28-07
SHALLOW LAND Botanical Name
Common Name
Herbaceous Plants Asclepias incarnate
Swamp Milkweed
Carex spp.
Sedges
Clzelone glabra
White Turtlehead
Ciinum anzericanunz
American crinum HIN-
Crinum erubescens
Swamp lily
Dichronzena latifolia
White Star Grass
Eupatorium coelestinum
Wild Ageratum
Eupatoriunz dubium
Dwarf Joe Pye Weed
Eupatorzunz fistulosunz
Joe Pve Weed
Eupatorium maculatum
Eupatoriumz purpureum
Helianthus angustifolius
Swamp sunflower
Helianthus verticillatus
Hibiscus aculeatus
Pinelands mallow
Hibiscus coccinea
Scarlet rose mallow
Hibiscus dasycalyx
Neches River mallow
Hibiscus grandiflorus
Velvet mallow
Hibiscus moscizeutus
Rose mallow
Hynzenocallis eulae
Spider lily
Hynzenocallis linbsnze
Spring marsh spider lily
Hyznenocallis pygnzaea
Dwarf Spider Lily
Hynzenocallis traubii
Traub's Spider Lily
Kosteletskya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Lobelia siphilitica, elongata,
and allies (Blue Lobelia)
Saccharum giganteum and allies (Plumegrasses)
Zeplzyrantlzes atamasco
Atamasco Lily
SHALLOW LAND PLANT SELECTION TABLE
NOTES:
1. SEE PLANS FOR STORM DRAIN SIZES, INVERT
ELEVATIONS, AND RIM ELEVATIONS.
2. SEE PLANS FOR ORIENTATION OF STORM
DRAINS RELATIVE TO POND OUTLET.
3, ALL PIPE OUTLETS AND INLETS MUST BE
SEALED WATER -TIGHT BETWEEN PIPE AND
JUNCTION BOXES AND YARD INLETS.
4, THE POND MAY BE DRAINED BY MEANS OF A
GAS POWERED MUD HOG TYPE PUMP.
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Date: 6/3/19
Scale: AS SHOWN
Drawn By: JCR
Checked By: AL/JCR
PRELIMINA
NOT ISSUED FOR
CONSTRUCTION
SSUED FOR PERMITS
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
\�11th 1171/j�
35054
�- `•, 6-3-2019
C;S; '•tiGINE� '•C4v
Q78T I AN ��`a ��•
/ 1'1/1111t111`\\
written permission of East Coast Engineering & Surveying, P.C.
C9.0
ECES PROJECT NO. 1960

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