SW8181118_APPROVED PLANS_20200609

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SV1(���
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Oo^?OOto�
YYYYMMDD

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179
SITE
VICINITY MAP
NOT TO SCALE
NOTES:
1. THIS PLAN COMPLIES WITH THE TOWN OF SHALLOTTE DEVELOPMENT STANDARDS.
2. THIS PROJECT SHALL COMPLY WITH THE TOWN OF SHALLOTTE'S STORMWATER
MANAGEMENT ORDINANCE AND MUST BE ISSUED A STORMWATER PERMIT FROM THE TOWN
OF SHALLOTTE AND A SEPARATE PERMIT FOR NCDEQ.
3. ALL LIGHTING SHALL BE INTERNALLY LOCATED AND SHALL NOT EXCEED 40' 1N HEIGHT.
4, THE PROPOSED BUILDING SHALL NOT EXCEED 40' IN HEIGHT.
5. THIS PROPERTY APPEARS TO BE NOT LOCATED IN A FLOOD ZONE.
6. ALL INTERIOR PLANTINGS SHALL BE BLOCKED FOR PROTECTION.
7. ALL PARKING LOT AND DRIVEWAY STRIPING AND SIGNAGE TO COMPLY WITH CURRENT
MUTCD STANDARDS.
8. ALL PROPOSED HVAC UNITS WILL BE SCREENED AND SHALL NOT ENCROACH MORE THAN 4'
FEET INTO ANY YARD SETBACK.
9. THE BUILDINGS MAY NOT HAVE METAL FACADES ALONG AREAS THAT FACE THE STREET PER
SEC 10-2 OF THE TOWN UDo.
10. A 5' SIDEWALK WILL BE PROVIDED WITHIN THE NCDOT R/W OR A PAYMENT OF A FEE INTO
THE TOWN SIDEWALK FUND IN LIEU OF CONSTRUCTION WILL BE PROVIDED.
11. OWNER AND OWNER'S CONTRACTOR SHALL COORDINATE WITH BEMC AND ATMC
REGARDING THE RELOCATION OF EXISTING AND PROPOSED UTILITIES AS REQUIRED.
12. THIS PROJECT SHALL COMPLY WITH THE TOWN OF SHALLOTTE UDO, SECTION 17, WITH
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
WATER METERS, SEWER PUMP STATIONS, FIRE HYDRANTS, AND ALL OTHER PUBLIC UTILITY
APPARATUS. SEE LANDSCAPING PLAN PREPARED BY OTHERS.
13. A HERITAGE TREE SURVEY HAS BE PREFORMED SEE EXISTING CONDITIONS SURVEY.
14. ANY MINOR DEVIATION FROM THE FINAL SITE PLAN PLAN SHALL REQUIRE APPROVAL OF THE
ADMINISTRATOR AND ANY MAJOR DEVIATION SHALL REQUIRE APPROVAL OF THE PROPER
APPROVING BODY.
15. THE TOWN IS THE POTABLE WATER PROVIDER AND FOR SEWER DISPOSAL.
16. WATER AND SEWER FEES MUST BE PAID PRIOR TO ISSUANCE OF INITIAL ZONING APPROVAL.
17. ALL PROPOSED SIGNS ON THE PROPERTY WILL REQUIRE A SEPARATE PERMIT ISSUED BY THE
TOWN OF SHALLOTTE.
18. THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE TOWN OF SHALLOTTE THRU
THE BRUNSWICK COUNTY FIRE MARSHALL,
19. THIS PROJECT IS REQUIRED TO HAVE AN 8' FOOT LANDSCAPED STREET BUFFER ALONG THE
ENTIRE STREET FRONTAGE OF THE PROPERTY.
20. BUFFER WALL SHALL BE CONSTRUCTED OF ONE OR A COMBINATION OF THE FOLLOWING
MATERIALS, STUCCO OVER CONCRETE BLOCK, EXPOSED AGGREGATE CONCRETE, BRICK,
21. STONE, OR ARCHITECTURAL BLOCK IN A STRUCTURALLY SAFE AND ATTRACTIVE CONDITION.
22. VACUUM STATIONS SHALL BE PLACED ON SIDEWALKS WITHIN T OF SIDEWALK ADJACENT TO
PARKING ASSURING THAT ACCEPTABILITY REQUIREMENTS ARE MAINTAINED WITH A
MINIMUM OF 5' WIDTH.
PROPERTY INFORMATION:
TAX PARCEL NUMBER:
1820013402
DEED REFERENCE:
BOOK 4076, PAGE 1216
MAP REFERENCE:
BOOK 108, PAGE 25
PROPERTY ADDRESS:
4447 MAIN STREET
SHALLOTTE, NC 29470
SITE AREA:
1.53 ACRES (66,742 SF)
CURRENT ZONING:
HIGHWAY BUSINESS (HB)
MINIMUM LOT AREA:
20,000 SF
MINIMUM LOT WIDTH:
60 FEET
BUILDING SETBACKS:
FRONT YARD= 20', REAR YARD= 20', SIDES=10'
MAXIMUM BUILDING HEIGHT: 40'
CURRENT USE: VACANT
PROPOSED USE: CAR WASH
TOTAL SQUARE FOOTAGE OF BUILDING: 3,722 (ENCLOSED FLOOR AREA)
INTERIOR LANDSCAPING
THE GROSS PROPOSED PAVED AREA TO BE USED FOR PARKING, LOADING,
OR VEHICULAR USE = 25,033 SF
TOTAL INTERNAL LANDSCAPING SPACE REQUIRED (8.0%) 2,003 SF
TOTAL INTERNAL LANDSCAPING SPACE PROVIDED (270%) 6,872 SF (LS)
(SEE LANDSCAPING PLAN BY OTHERS)
PARKING:
1 PER 375 SF CARWASH REQUIRED: 4 SPACES (MINIMUM)
1 PER 200 SF CARWASH REQUIRED: 8 SPACES (MAXIMUM)
PARKING SPACES PROVIDED: 4 SPACES
(INCLUDING 1 VAN ACCESSIBLE HANDICAP SPACE)
/ / Lp0'�� ioe PATRICIA W WARD /
DEED BOOK 2829, PAGE 978 1
TAX PARCEL 18200133 I
/ V� 8" NCOOT APPROVED ABC ZONED: B2 /
2„ S 9_5 B ASPHALT s 'F� -\��� USE:RESIDENC� 1
R30'FEFR \\\ \, /
EXISTING HOUSE �-
66 V, EXISTING HOUSE /'
R 30' -J
oGj��la
10' X 70' NGLE 66
3$ N T WELL
NATIONAL RETAIL PROPERTIES
DEED BOOK 3539, PAGE 487
MAP BOOK 67, PAGE 20
TAX PARCEL 1820013401
ZONED:HB
USE: BUSINESS
E \ 10 %
-�� 10X 10' SITE TRANGLE \\
5\ 114' X 6' BUFFER WAIL NTH
36'. / LDP \ \ FINISHED SIDE FACING OFF SITE
HDP \ 20' PROJECT BOUNDARY BUFFER
LS \ EXCEEDS ALTERNATE 13
° EXISTING BUILDING
Uy PSTE " \ EXISTING VEGETATION TO REMAIN AND a
\ \ _ SUPPLEMENTED IF REQUIRED
9000 _ d 1 s�,; WINSTON WOODARD
s e e a1 9 DEED BOOK 1446, PAGE 932
TAX PARCEL 18200132
as \
LS ZONED: B2
USE: RESIDENCE
f a ` VACUUM STATION (TYP.) c
e e _
d ° d
' 12' X 18' VACUUM _
\ COURT PARKING (17)
o
16 2' � , � na � \ `- J�rrJ=
c - a
0.
ZA
18" CURB.i1ND-
\ " GU41ER (TdYP)-
\1 _
1 BUDDING \\
CARWASH \
a
CONCRETE
VAN ACCESSIBLE \� /
` -f HANDICAP SIGN
V-''o . �- 9 1 B' tic Q ~`F 1ifI
•. Lj)APING SPACELLJ
I
oa 1 9' X 18' EMPLOYEE
S ` PARKING SPACE (4)
LS e \ '
maw
\ 404 WETLANDS
12'
` I 0-za
Q
LDP l i X
\ A LDP ) i W
FETA:NING _WA BY OTHERS
1 1
°VN
LIGHT DUTY
PAVEMENT (LDP) 1a f
12'
VORD INC
DEED BOOK 2028, PAGE 720
TAX PARCEL 1820013101
ZONED: B2
USE: BUSINESS
pm
CARY D CHEERS
DEED BOOK 857, PAGE 949
TAX PARCEL 1820013101
ZONED: RM15
USE: VACANT
LDP 'G,,- . o/N
�t>,
OWNER INFORMATION:
PROPERTY OWNER: G & H HAULING LLC
4623 MAPLE ROAD / I . • . . . . I Nom OUNA 01RONMENTAL
SHALLOTTE, NC 28470 , / INi Cp�A�i11S�K�h
�cl�3-�o
IMPERVIOUS AREA CALCULATIONS:
APR 09
PROPOSED IMPERVIOUS / / '� /�y'a`
2020
DRIVEWAY AND PARKING 24,972 SF 1�2'' `_ ,�t� ��, .....
CONCRETE SIDEWALK 1,250 SF ` / S (°I.
BUILDING 3,863 SF , ` / BIRCH POND NC LLC
TOTAL IMPERVIOUS AREA = 30,085 SF (0.69 AC) + DEED BOOK 3486, PAGE 134 I
AREA OF TRACT= 66,742 SF 1.53 AC s13 92, ` �j / / MAP BOOK 24, PAGE 210
PERCENTAGE OF IMPERVIOUS AREA= 45.1%' TAX PARCEL 18200156 I
V // ZONED: MF 14
/ USE: MF I
BIRCH POND NC LLC
DEED BOOK 3486, PAGE 134 I
MAP BOOK 24, PAGE 210 V,
TAX PARCEL 18200156
ZONED: MF 14 4,S2S i2233� U 0 30 60'
USE: M-F f
SCALE: I" - 30'
Revisions
07-23-19 Revised
building size
03-20-20 Revised
building size
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Date: 04/01/19
Scale: 1" - 39
Drawn By: MGB
Checked By: JCRiACL_
PRELIMINARY FO
APPROVAL ONLY
THIS PLAN IS NOT ISSUED FOR
;ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
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SEAL
35054
3-25-2020
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COASTAL EXPRESS CAR WASH &
COOK OUT —KINGS MOUNTAIN
SHALLOTTE, NORTH CAROLINA
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East Coast Engineering & Surveying, P.C.
ENGINEERS • PLANNERS •SURVEYORS
4918 Main Street Phone: [phone]
Post Office Box 2469 Fax: [phone]
Shallotte, North Carolina 28459 Firm License Number C-3014

EXPRESS STORMWATER SUBMITTAL PLANS
FOR
COASTAL EXPRESS CAR, WASH &
COOK OUT
SHALLOTTE, NC
NOVEMBER 2018
PROJECT INFORMATION
ECES PROJECT NO: 1962-CAR WASH (CW)12043-COOK OUT (CO)
LEGAL REFERENCE
TAX PARCEL: 1820013402-(CW) / 1820013403{CO)
DEED: BK 4076 PG 1216-(CW) / BK 585 PG 578-(CO)
LOCATION: 4447 MAIN ST-(CW) / 4455 MAIN ST-(CO)
SITE SUMMARY INDEX OF SHEETS
TOTAL SITE AREA: 66,671 SF-(CW) / 33,689 SF -(CO)
ZONING
EXISTING ZONING: SH-HB
PRIOR USE: UNDEVELOPED
PROPOSED USE: CARWASH / DRIVE THRU RESTAURANT
FLOOD ZONE
FIRM MAP: 3720109800J
ZONE(S): X
DATUM SEE EXISTING CONDITIONS
BENCHMARK SEE EXISTING CONDITIONS
BUILDING SETBACKS
FRONT: 25'
REAR: 6'
SIDE: 10,
BUILDING INFORMATION
BUILDING HEIGHT:
SEE ARCHITECTURAL PLANS (40' max)
Amy
OVERALL PLAN
NOT TO SCALE
179
SITE
SH► "TM
VICIMTY MAP
NOT TO SCALE
COVER SHEET
EC
EXISTING CONDITIONS -CAR WASH
EC
EXISTING CONDITIONS -COOK OUT
C2.0
EXPRESS REVIEW SITE PLAN
C3.0
STORMWATER PLAN
C3.1
STORMWATER POND DETAILS
C3.2
GRADING PLAN
C6.1
STORMWATER DETAILS
1
East Coast Engineering & Surveying, P.C.
ENGINEERS* PLANNERS *SURVEYORS
4918 Main Street Phone: [phone]
Post Office Box 2469 Fax: [phone]
Shallotte, North Carolina 28459 Firm license Number C-3014
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35054 -
1-28-20�8 v
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ECES PROJECT NO. 1762

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written permission of East Coast Engineering & Surveying , P.C.
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ECES PROJECT N0. 2043
written permission of East Coast Engineering & Surveying, P.C.
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Revisions
a
12-17-18 REVISED
PER
STATE STORMWATER
COMMENTS
SHALLOTTE
} /
/ / / /
1-3-19 REVISED
RETAINING WALL
AND NOTE
PROPOSED
DRIVEWAY
PATRICIA W WARD
I
DEED BOOK 2829, PAGE 978
TAX PARCEL 18200133
I
ZONED: B2
I
USE: RESIDENCE
179
EXISTING ACCESS
"A"
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/
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\
114' X 6' BUFFER WALL WITH
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FINISHED SIDE FACING OFF SITE
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20' PROJECT BOUNDARY BUFFER
VORD INC
I DEED BOOK 2028, PAGE 720
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NOTES:
�-
` LS \
�\
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EXCEEDS NERNATE3
EXISTING VEGETATION TO REMAIN AND
TAX PARCEL 1820013101
j
{n dC
0 8
1. THIS PLAN COMPLIES WITH THE TOWN OF SHALLOTTE DEVELOPMENT STANDARDS.
/ \,
SUPPLEMENTED IF REQUIRED
ZONED: B2
USE: BUSINESS
��xx
06 •
tL -a
2. THIS PROJECT SHALL COMPLY WITH THE TOWN OF SHALLO=S STORMWATER
MANAGEMENT ORDINANCE AND MUST BE ISSUED A STORMWATER PERMIT FROM THE TOWN
OF SHALLOTTE AND A SEPARATE PERMIT FOR NCDEQ.
'� /
PROPOSED
`
\ ��F
I
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FL
PARKING
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3. ALL LIGHTING SHALL BE INTERNALLY LOCATED AND SHALL NOT EXCEED 40' IN HEIGHT.
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LS
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4. THE PROPOSED BUILDINGS SHALL NOT EXCEED 40 IN HEIGHT.
1
_ / , d'
°
1 ��
WINSTON WOODARD & OTHERS
DEED BOOK
4)
5. THIS PROPERTY APPEARS TO BE NOT LOCATED IN A FLOOD ZONE.
\
�' :'
\ /�
\` Gti�,
1446, PAGE 932
TAX PARCEL 18200132
W
ID Ot4
X o
0
6. ALL INTERIOR PLANTINGS SHALL BE BLOCKED FOR PROTECTION.
,
1 ,
\ \
ZONED: B2
USE: RESIDENCE
W ZCn
U
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7. ALL PARKING LOT AND DRIVEWAY STRIPING AND SIGNAGE TO COMPLY WITH CURRENT
MUTCD STANDARDS.
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8. ALL PROPOSED HVAC UNITS WILL BE SCREENED AND SHALL NOT ENCROACH MORE THAN 4'
\
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aL 0
FEET INTO ANY YARD SETBACK.
AREAS THAT FACE THE STREET PER
PROPOSED a
• c"
PARKING ;
\
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9. THE BUILDINGS MAY NOT HAVE METAL FACADES ALONG
TOWN UDO.
SEC 10-2 OF THE�
\
`
, ,` ` \ ` AREA r '
w
10. W SIDEWALK WILL BE PROVIDED OR A PAYMENT OF A FEE INTO THE TOWN SIDEWALK FUND
INLIEU OF CONSTRUCTION OF SIDEWALK.
`
`
\ , �"� �� 1 ` ` �.
`
Odp
d
RETAINING WALL
BY OTHERS
11. OWNER AND OWNER'S CONTRACTOR SHALL COORDINATE WITH BEMC AND ATMC
p ,
\ 4
`ram
1
X
dp
4 \
•
REGARDING THE RELOCATION OF EXISTING AND PROPOSED UTILITIES AS REQUIRED.
`
d
O d ` O
` ` PROPOSED BACK
.
12. THIS PROJECT SHALL COMPLY WITH THE TOWN OF SHALLOTTE UDO SECTION 17 WITH
RESPECT TO LANDSCAPING IN VEHICLE AREAS AND BUFFERING ALONG THE STREET
`
p
�
p`n� `
d d (
` d ` d \\ OF CURB TYP.
`
G>
d ..
�.
COASTAL EXPRESS
PROPERTY BOUNDARY
= 66,671 SF OR 1.53 AC
RIGHT-OF-WAY. A MIN. 3' (FOOT) CLEARANCE ZONE SHALL BE PROVIDED AROUND ALL
WATER METERS, SEWER PUMP STATIONS, FIRE HYDRANTS, AND ALL OTHER PUBLIC UTILITY
\
d
\ `
d _ �° . .
APPARATUS. SEE LANDSCAPING PLAN PREPARED BY OTHERS.
13. A HERITAGE TREE SURVEY WILL BE REQUIRED AND PROVIDED TO THE TOWN.
\
�
`
1 e PROPOSED EDGE OF
, ` \ , PAVEMENT TYP.
\ ,
° 1`\ _ _ _
ter►
PROPOSED COOK OUT
14. ANY MINOR DEVIATION FROM THE FINAL SITE PLAN PLAN SHALL REQUIRE APPROVAL OF THE
ADMINISTRATOR AND ANY MAJOR DEVIATION SHALL REQUIRE APPROVAL OF THE PROPER
APPROVING BODY.
PROPERTY BOUNDARY
= 33,689 SF OR 0.77 AC
1� `
U
15. THE TOWN IS THE POTABLE WATER PROVIDER AND FOR SEWER DISPOSAL.
1 \
°• LS 1
I
FBI
16. WATER AND SEWER FEES MUST BE PAID PRIOR TO ISSUANCE OF INITIAL ZONING APPROVAL.
1 ``
RETAINING WALL
. . . . . . BY OTHERS
17. ALL PROPOSED SIGNS ON THE PROPERTY WILL REQUIRE A SEPARATE PERMIT ISSUED BY THE
TOWN OF SHALLOTTE.44
\
\� \ \
` '
o
4
Q
18. THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE TOWN OF SHALLOTTE THRU
`
THE BRUNSWICK COUNTY FIRE MARSHALL.
NATIONAL RETAIL PROPERTIES LP
\ ` ✓ LS
` /
/ LS 1�
404 WETLANDS
I
W
19. THIS PROJECT IS REQUIRED TO HAVE AN 8' FOOT LANDSCAPED STREET BUFFER ALONG THE
DEED BOOK 3539, PAGE 487
MAP BOOK 67, PAGE 20
J
/
..... . .
ENTIRE STREET FRONTAGE OF THE PROPERTY.
20. BUFFER WALL SHALL BE CONSTRUCTED OF ONE OR A COMBINATION OF THE FOLLOWING
TAX PARCEL 1820013401ire
ZONED: HB
USE: BUSINESS
`
/'GAINING WALL'
O
MATERIALS, STUCCO OVER CONCRETE BLOCK, EXPOSED AGGREGATE CONCRETE, BRICK,
STONE, OR ARCHITECTURAL BLACK IN A STRUCTURALLY SAFE AND ATTRACTIVE CONDITION.
! PROPOSED /
\, ` LS
/ By OTHERS
w
EMPLOYEE
21. BASE INFORMATION FOR THIS SITE PLAN WAS TAKEN FROM A SURVEY BY JW 14UGGTNS
ENGINEERING & SURVEYING INC. DATED 05-25-2007 AND WAS NOT SURVEYED BY ECES AT
THIS TIME.
PARKING
` - -_ AREAS
��
/
OWNER INFORMATION:
\ .
/
20' 20'
` -PROPOSED ACCESS
CURRENT
PROPERTY OWNER (CAR WASH): G & H HAULING, LLC
DUMPSTER /
CORRAL
EASEME - B
I
4623 MAPLE HILL ROAD
\ \
/ /
\
I
SHALLOTTE, NC 28470
CURRENT
0 20' 40'
`
� � r
/ /
- _
I
Scale: AS SHOWN
PROPERTY OWNER (COOK OUT): MI� O CHIMNEY ROAD AD
\ �/
� �� //
CARY D CHEERS
f9
I
Drawn Ely: JCR
Checked By: ACL/RET
14
SUPPLY, NC 28462
HORIZONTAL SCALE
\
PROPOSED
\ _
TPARCEL 1820013 101
PROPOSED
PROPERTY OWNER (COOK OUT): COOK OUT -KINGS MOUNTAIN, INC.
\ /�
\
STORMWATER
POND
I ZONED: RMI
USE: VACANT
15 LAURA LANE, STE 300
THOMASVILLE, NC 27360
�/ ', `
i
P R-EL.IM I N A R Y
P oPOSED ACCESS
EMENT "B"
I
BIRCH POND NC LLC
DEED BOOK 3486, PAGE 134
12'
MAP BOOK 24, PAGE 210
i
THIS PLAN IS NOT ISSUED
ONSTRUCTION WITHOUT AFFIXED
FOR
20 / /
TAX PARCEL 18200156
CORPORATE SEAL
,\
I
IMPERVIOUS AREA DATA TABLE \ ✓/� ZONED. 14USE
MF
BUILDINGS PARKING/DRIVES SIDEWALKS
`
ECV
I
FUTURE (SF) TOTAL
(SF) (SF) (SF)
(SF)
,
BIRCH POND NC LLC
SEAL
_
COASTAL COOK COASTAL COOK COASTAL COOK COASTAL COOK COASTAL
COOK
DEED BOOK 3486, PAGE 134
MAP BOOK 24, PAGE 210
I
35054
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EXPRESS OUT EXPRESS OUT EXPRESS OUT EXPRESS OUT EXPRESS
OUT
TAX PARCEL 18200156
��G$
��'IAtd
7
ZONED: MF 14
/,
'�rrttit�`
USE:MF
1,530 1,582 24,443 16,079 1,208 1,500 10,000 9,588 37,181
28,749
I
CZ.o
0 2018 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying, P.C.
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ECES PROJECT NO. 1962/2043

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EXISTING 18" \/
CULVERT
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N
ti /\ 1 11
PATRICIA W WARD
DEED BOOK 2829, PAGE 978
TAX PARCEL 18200133
/ EXISTING ZONED: B2
42" ' r USE: RESIDENCE
' \ � CULVERT
PS' EX—CB-3
\ / / EXISTING ACCESS \ \ \
EAS NT "A"
PROPOSED1147 X 6' BUFFER WALL WITH
STORMWATER ' / � 1 \`� \ � �' ' � � v \ \\\- FINISdiE�SIDE FACING OFF SITE \ / J \
EXISTING f� / MANHOLE
\\ \ \
CUAR�i
\I EX_CB-2
JB-I ( I \\
E STING \ \ �3 r8' \ �4 RIM ELEV = 32.00
1 ��� �8 \\\ \J \ ` INV IN =19.50 (FROM STORM_ TER MANHOLE)
CULVERT ' \ ' / `INV OUT = 19.54 (48) \ \\ \
PROPOSED \
/ XrSTING PARALLE PARK,ING AREA
END CTION -
EX-CB-1
113,/
' I \ SD-1 - 113 LF 48" RCP \� \\_ I / `24 \\ J
> @ 0.27% SLOPE A
\ ` \
EXISTING DITCH TO BE
PROPOSED
AD10 PARKING --- a PROPOSED \\ \
I
I
I
1
1
VORD INC
DEED BOOK 2028, PAGE 720
TAX PARCEL 1820013101
ZONED: B2
USE: BUSINESS
/
/
\\\ _ OR 1.53AC � 1 // �71 /
CAR WASH I
WINSTON WOODARD
DEED BOOK 1446, PAGE 932
TAX PARCEL 18200132
ZONED: B2
USE: RESIDENCE
COASTAL EXPRESS
CAR WASH PROPERTY
BOUNDRY = 66,671 SF
Revisions
12-17-18 REVISED PER
STATE STORK WATER
COMMENTS
1-3-19 REVISED
RETAIN-ING WALL
AND CALL OUT NOTE.
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CLOSED AND PIPED I
/ ALONG ALONG
PROPERTY BOUNDARY \ � �_ _ `_=�_-�_ o A\ \ / �
7
22.52 / AS SHO \ `\ 1 1O.G \\ ��'13 l 5~-� �- \ / ///It/
0?
1\ i/ii� ll� 1
EXISTING 1$ 1 ` � � ��p� _ ` � � ` PROPOSED BACK � � ��n� � � � \�\ -� OTHERS
CUL RT \ •�pC� OF CURk'TYP. \\�\\ STORMWATER
PROJECT BOUNDRY
100 360 SF OR 2.30AC —23 --- / / /
PROPOSED EDGE OF //� /� / 11
O \ , PAVEMENT TYP. \ \ \� �� \ \ P1t0�OSED 22� // / ~
\ \
STORMWATER j �% W
�� ,f 1\ 4J \ \ \ MANHOLE / /gyp- //��O Z P4
SD-2 - 159 LF 48 RCP f 2` \ \\� \ . \
INS
1 0�
"
@ 0.50% SLOPE
STORMWATER,
PROJECT BOUNDRY
100,360 SF OR 2.30AC ` \ ` 25 \� FES-1 / / /`tip T/�
INV = 19.40- //11 IJ OR ALL AREAS KSIDE / v1
s INV = ^ ` \ \ � ` j \� / _ / RETAINING WALL TO ' 0
2218 , ` �/ 11 4pS ENSURE NON -EROSIVE '
\ 48 ,&CP 4g0 �1 P 1` RGE VEWCITIES �DISCH�1
N 4O' l� �g�' \ 7 / 25--
0 20' „
\ � � ! � _..._.
HORIZONTAL s/ � I \� - � -� �• _ �0 W�FiTLANSICE \\ _ NATIONAL RETAIL PROPERTIES LP ` _ �— — 2s- %
DEED BOOK 3539, PAGE 487 \ \ TAINING I r^' I ' I O
� \ \ MAP BOOK 67, PAGE 20 ` / j 1 �
-� WALL BY 9.40 OVTLEV PWTECTION_ — 26—
TAX PARCEL 1820013401 1 , f / 1 (SEE DETAIL) I
N S E T A ZONED: HB PROPERTY \' `— / 1\ 1 \ ' �� ° \ `� I k l 1 I ") /
USE: BUSINESS COOK OUT _ O 6 9 SF JB-2 ��RETAINING —� 1 FES-2 f I
BOUNDRY 8 \ , RIM ELEV = 26.72 ` / WALL BYE / 1 \ INV = 19.40 / / ;� j — —27
OR 0.77AC ` INV IN = 19.40 (FROM JB-1) _ f ORg I�' 1: ' I'I
INV OUT = 19.40 (48") �{ , / �9 h OS-1 , l�_� 1. . r �' (�
D I V1 0 I-�1
/040 P,`I / RIM ELEV = 23.50 I I I C � I
'g/ INV OUT = 19.50 (24" HDPE) 1 SD-7 - 36 LF 24"HDPE
� @ 0.2$°10 SLOPE
' - f EME GEN
20 / 20' SPUL WAY I I 1 / �+ ✓ YI-1 / \ \ � / n-- - - . ^ k .�-�� CARY D CHEERS
CONCRETE YARD RIM ELEV 24.00 2 I I j ` ` DEED BOOK 857 PAGE 949
� = � 1 I
INLET TYPICAL - SEE IlW OUT = 20. {18" RCP) \ PROP O ED ACCESS f I/� \ Hare: r rrz�ns
RIM ELEV = 24.00 ` TAX PARCEL 1820013101
DETAIL THIS SHEET / INV OUT -18.60 (24" HDPE) EASEMENT " { \ ! \ ZONED: RM 15
�\ Scale: AS SHOWN
IiIIIV
I USE: VACANT
D-6 •- 3 4" HDPE S 1 1 �I � ` � 1 , Drawn By: JCR
_ V < S �L�F 2 \ 1 ` / In Checked By: ACL/RET
0 20, 40 \ 1.91% SLOPE I�ROPOSED V/ N
\ \ / SjTORM WATER ' N
HORIZONTAL SCALE �, \ / 1 POND I I N N
111�{ II PiaEI-WINARY
FOR. APPROVAL
SD-5 - 103 LF 18" RCP
(� 1.940% SLOPE
12' C
I III11 `y\ O THIS PLAN IS NOT ISSUED FOR
+n I 111I I SION WITHOUT AFFIXED
PROPOSED ACCE EASEMENT "B" 8.00 20 ` ✓ R OUT 1 1II11!\� 1 CORPORATE SEAL
-
IMPERVIOUS AREA DATA TABLE \ \ i�
- 1 '0H CAR '
BUILDINGS PARKING/DRIVES SIDEWALKS FUTURE SF TOTAL ( SF)
(SF) (SF) (SF) BIRCH POND NC LLC \ ` BIRCH POND NC LLC AL
\ DEED BOOK 3486, PAGE 134 _ 35054
DEED BOOK 3486, PAGE 134 MAP BOOK 24, PAGE 210 `- 1-3-2019
COASTAL COOK COASTAL COOK COASTAL COOK COASTAL COOK COASTAL COOK MAP BOOK 24, PAGE 210 \ \ TAX PARCEL 18200156
EXPRESS OUT EXPRESS OUT EXPRESS OUT EXPRESS OUT EXPRESS OUT TAX PARCEL 18200156 ZONED: MF 14
ZONED:MF14 y.
USE:MF I��'rlillllr`
\
1,530 1,582 24,443 16,079 1,208 1,500 10,000 USE: MF 9,588 37,181 28,749 \
C3.0
© 2018 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying, P.C. ECES PROJECT NO. 1962 2043
n 71 t T �_ ir�7
Y � i, .`� i' 1. - S-. .h� -r 1 f1 _r� •{ '.' r� . - p.w'Ihl... t`fe ��at i �h. t,.4 �1•.
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'1.
ti.
32
30
28
26
24
22
20
18
16
14
C
0+00
B
0+00
I-- ---
0+00
1 � 1+00
A
! 1+59
! A'
i
f
I
0 10' 20'
C 0+66 STORMWATER POND I B, 0+62
CROSS SECTION DETAIL HORIZONTAL SCALE
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
WETLAND SPECIES TABU.
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 = 2,008 SQUARE FEET
4. 50 PLANTS12M SF OF SHELF = 502 PLANTS SHALLOW LAND PLANTS IN THE SHELF AREA AND
SHALL USE A MINIMUM OF THREE DIFFERENT SPECIES SELECTED FROM THE TABLE SHOWN
ON C6.1 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,
32
30
EXISTING
GRADE
28
26
TEMPORARY STORAGE
FREE BOARD ELEV: = 22.50 _ FREEBOARD
ELEV: = 23.50 ELEV: = 23.50 24
TOP OF 6:1 SHELF TOP 6:1 SHELF
ELEV: = 22.00 ELEV: W 22.00
BOTTOM 6:1 SHELF
22
ELEV: = 21.00 TEMPORARY STORAGE
ELEV: = 22.50
BOTTOM 6:1 SHELF 20
PERMANENT POOL ELEV: = 21.00
ELEV: =21,00
FOREBA7 EXIT ELEV.
ELEV: = 6,00 18
SEDIMENT STORAGE
- ELEV: = 15.00
SEDIMENT STORAGE
ELEV: = 17.00 16
FOREBAY ENTRANCE ELEV. POND BOTTOM
ELEV: = 15.50 ELEV: -14.00-
14
O t
n
N o
n
04 N
N� cV N
N �'
N
0+00
EXISTING/
1+00
GRADE ELEV.
0 10' 20'
0 10' 20'
POND CROSS SECTION A - A'
MEMO
HORIZONTAL SCALE
VERTICAL SCALE
PERMANENT POOL STAGE STORAGE TABLE
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
15.000
2,715.00
N/A
N/A
0.00
21.000
2,715.00
4.000
16,285.15
16,28.9.15
PERMANENT POOL STAGE
STORAGE DATA TABLE
PROPOSED
GRADE ELEV.
FOREBAY STAGE STORAGE TABLE
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
17.000
143.56
N/A
N/A
0.00
18.000
323.79
1.000
233.67
233.67
19.000
576.10
1.000
449.94
683.62
20.000
898.62
1.000
737.36
1420.98
21.000
1,285.34
1.000
1091.98
2512.96
FOREBAY STAGE STORAGE
DATA TABLE
32 32
30 30
EXISTING
28 GRADE 28
26 � �- � -- 26
TEMPORARY STORAGE
FREE BOARD ELEV: = 22.50
ELEV: = 23.50
24 24
22 22
TOP OF 6:1 SHELF
ELEV: = 22.00
20 20
BOTTOM OF 6:1 SHELF PERMANENT POOL
ELEV: = 21.00 ELEV: = 21.00
18 18
16
POND BOTTOM
ELEV: = 15.00
\Is'--
16
ELEV: = 14.00
14 1
- - -
-
14
GKADL LLLV.
GRADE ELEV.
0 10' 20' 0 10' 20'
POND CROSS SECTION B - B'
HORIZONTAL SCALE VERTICAL SCALE
32
32
EXISTING
GRADE
30
30
28
28
26
26
FREEBOARD
ELEV: = 23.50
24
TEMPORARY STORAGE
24
TOP OF
6:1 SHELF ELEV: = 22.50
ELEV: = 22.00
22
22
BOTTOM OF 6:1 SHELF
ELEV: = 21.00
2a
20
PERMANENT FOOL
ELEV: = 21.00
18
SEDIMENT STORAGE
18
ELEV: = 17.00
16
16
14
14
1021
��
Cal N N N
0+00 EXISTING PROPOSED
GRADE ELEV. GRADE ELEV.
Revisions
12-17-18 REVISED
FOREBAY DEPTHS PER
STATE STORMWAT'ER
COMMENTS
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Date: 11/27/18
Scale: AS SHOWN
Drawn By: JCR
Checked By: AL/RET
0 10' 20 0 10' 20' PRELIMINARY
POND CROSS SECTION C - C'
HORIZONTAL SCALE VERTICAL SCALE FOR APPROVAL
TEMPORARY VOLUME STAGE STORAGE TABLE
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
21.000
4,102.50
N/A
N/A
0.00
22.000
6,110.49
1.000
5106.49
5106.49
22.500
6,647.92
0.500
3189.60
8296.10
TEMPORARY POOL STAGE
STORAGE DATA TABLE
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WTHOUT AFFIXED
CORPORATE SEAL.
�t1 CAR '%,
L
�= 35054 =
12-17-2018 '
. 5
•, , &TIAN R \
�lrrllll14111\
C3.1
® 2018 This drawing shall not be reproduced in whole or in part without
written permission of East Coast Engineering & Surveying, P.C.
- - •-'�7 I.rn
ECES PROJECT NO. 1962/2043

LKI a T" LO - I --'Jjl
T'T-' 7 -77 1 T 7-
ft I j
pill

Revisions
PRECAST
DRAINAGE
A
4" CONCRETE
1 POSTS
SEE STORMWATER
PLAN S14EETS FOR RIM
ELEVATION, PIPE
MATERIAL, SIZE,
ORIENTATION AND
INVERTS.
MANHOLE FRAME
AND COVER '
29b SLOPE
RIM ELEVATION
SEE STORMWATER
PLAN SHEETS FOR RIM
ELEVATION, PIPE
MATERIAL, SIZE,
ORIENTATION AND
INVERTS.
PIPE
PIPE
r�
FILL WITH 3,000
PSI CONCRETE
TO INVERT OUT
3'
3' --�
SEAL WAER-TIGHT BETWEEN
/ PIPE AND CATCH BASIN
A'
I—� B'
PLAN VIEW
3'
4"CONCRETE
APRON ALL SIDES L1:46'
SEE PLANS FOR
LOCATION, SIZE
AND NUMBER OF
PIPES FOR EACH
YARD INLET
1
CONCRETE YARD
• SCALE
4" CONCRETE
APRON ALL SIDES
SEE STORMWATER
PLAN SHEETS FOR RIM
ELEVATION, PIPE
MATERIAL, SIZE,
ORIENTATION AND
INVERTS.
MANHOLE RING & COVER
US FOUNDRY 664KL PRECAST CONCRETE
OR APPROVED EQUAL BOX RATED FOR MIN.
H-20 TRAFFIC LOADING IF
LOCATED IN TRAFFIC AREA
1�
P
JUNCTION BOX DETAIL
NOT TO SCALE
#57
COMPACTED STONE
PIPE
PIPE
PRECAST CONCRETE
RIM ELEV. = 23.50
'—_ PERMANENT POOL
8 EL= 21.00
1-1/2' SCH. 40 PVC ORIFICE
(I.D. = 1.59 IN.)
2 - TEES WITH SEALED PLUGS
n
w
W 611
1
A
6" MIN.
AS REQUIRED
FILL TO INVERT
WITH CONCRETE` -
B
SEAL WATER -TIGHT BETWEEN
' PIPE AND CATCH BASIN
OO
D 11 1� _
A
n I E:::j1
PLAN VIEW AS REQUIRED
TRASH GUARD
//-7#4 REBAR 4" O/C
THROAT
ELEVATION f 61, TEMPORARY
r POOL I I 6"
EL = 22.50 '
AS REQUIRED
_
AS
REQUIRED
24" INVERT 24"
HDPE FL = 19.20 HDPE FILL TO INVERT
WITH CONCRETE
♦ t - �€ r'- -4 -1
COMPACTED SUBGRADE COMPACTED SUBGRADE
SECTION A -A SECTION B-B
STORMWATER POND OUTLET STRUCTURE
NOT TO SCALE
ENERGY DISSAPATOR DATA TABLE
STORM
LENGTH
WIDTH
MEDIAN
MAX
DRAIN
L (IFFY}
`lq (M
STONE
STONE (D)
(D50) IN
IN
SD-4
28
14.7
9.33
14
SD4
6
j 4
j 1
1.5
FLARED I
5EC1 r+Jry �� �
ISOMETRIC VIEW
STONE SHALL BE WELL -GRADED FIELD OR QUARRY STONE
A � L
I FLOW
—•r—
PLAN VIEW SECTION A -A
OUTLET PROTECTION
NOT TO SCALE
I FABRIC
TER FABRIC
OVERFLOW WEIR
.. $' "r: Irn •rnn nc unUr%
V
OVERFLOW WEIR PLAN VIEW
ELEV. = 23.50 MIN 3:1
3, SLOPE
_TP L.LGV. =22.50
TIE TO POND TIETO POND
3:1 SLOPE\►, • •>/�:�\, !\/•;h=:!J'\s�r� • �•-! :;f\�'?3=;!�\••s��• • ]�'�1s' a 'a- • x•
•�I_•.!\ "I�•" !�a r•,-!1a')\i �' '"•\r :�\s r� !\a S\• �\•�'?:•\• ra,•..S" \i±`
r i •i
B RIP' • IR
r
SECTIONVEGETATIVE 6:1 ;.V
SLOPE
r OF SECTION i "
OFILE OF SPILLWAY
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
SHALLOW LAND Botanical -Name
Common Name
Herbaceous Plants A,, lel:ia�. incarnate,
Swamp Milkweed
C al'ex err.
Sedges
Cltllvte �lahra
l'1'hite Turtlehead
Crinum:americanum
American crinunih1v
Cmai n errA,sc'ens
Swamp lily
Di,hromena la t*ha
White Star Grass
rulaatalirrnr cwlestunrnr
Wild Ageratum
Eupil -non duriunr
Dwarf Joe i'ye Weed
furatol-111an fistulosunr
Joe Pve Weed
Luhahrrium nrac uiahlrn
Luralcinu n rurrurc um
Iieliantlrus
Swamp sunflower
I h-hanthus certicillatu<
Hlhiscu" Qcalcatrrs
Pinelands mallow
Hih�;us COCOergo
Scarlet rose mallow
f liFi�c rr dasy allix
Neches River mallow
Niixi�r us graanrlrJlnrn<
Velvet mallow
Hibiscus rrm>chcutus
Rose mallow
H,1 anlexoralhs elder•
Spider lily
Hi/men,::alli» lirio�;tjw
Spring marsh spider lily
I iltrrrerrvcallis rltgrrran1
Dwarf Spicier Lily
Hrtare rnan�li traOv
Trauh's Spider Lily
Kosle!t14ya :xirgrnri7
Seashore Mallow
Lobcha cfaa'cfanairs
Cardinal floiser
1­elia srl.hilitica, elorrgata, and
allies s (Blue Iobelia)
.mccharrurr grgalrtcunr andarllics
(Plumegrasses)
zeritl/rartthes atarnascc
Atamascu Lily
SHALLOW LAND PLANT SELECTION TABLE
U
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Date: 11/27/18
Scale: AS SI4OWN
Drawn By: JCR
Checked By: ALJRET
PRELIMINARY
NOTE:
FOR APPROVAL
1. 6:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES AND SHOULD BE
PLANTED WITH A MINIMUM OF THREE (3) DIVERSE SPECIES OF HERBACEOUS,
TOP OF CONCRETE @
3 TAPER 3 TAPER GUTTER LINE
NOTES:
1. SEE PLANS FOR STORM DRAIN SIZES, INVERT
FUU I " �'„ `1{r'
r �� � L1 � `'-°
NATIVE VEGETATION. (SEE WETLAND SPECIES TABLE}.
7 CURB CUT
@SIDEWALK
ELEVATIONS, AND RIM ELEVATIONS.
THIS PLAN IS NOT IFOR
SSUED
2. THE PLANTS SHALL BE SPACED AT A DENSITY OF NO LESS THAN 50 PLANTS
TOP OF CURB
2. SEE PLANS FOR ORIENTATION OF STORM
ONS1RUCl10N WITHOUT AFFIXED
CORPORATE SEAL.
PER 200 SQUARE FEET OF SHELF AREA.
DRAINS RELATIVE TO POND OUTLET.
3. SHELF AREA = 2,008 SQUARE FEET
3. ALL PIPE OUTLETS AND INLETS MUST BE
`514 Eel a,
4. 50 PLANTS1200 SF OF SHELF = 502 PLANTS SHALLOW LAND PLANTS IN THE
SEALED WATER -TIGHT BETWEEN PIPE AND
\\
SHELF AREA AND SHA LL USE A MINIMUM OF THREE DIFFERENT SPECIES
JUNCTION BOXES AND YARD INLETS.
JECE�VEn
yr
SELECTED FROM THE TABLE TO ENSURE DIVERSE AND VIGOROUS GROWTH,
4. THE POND MAY BE DRAINED BY MEANS OF A
¢ SEAL •'
5. A WETLAND SEED MIX IS NOT ACCEPTABLE FOR THE SHELF,
CURB CUT
GAS POWERED MUD HOG TYPE PUMP.
- 35054
6. CONTRACTOR SHALL PROVIDE BERMUDA SOD TO STABILIZE THE 3:1 SIDE
= '. 11-28-2018:-,
SLOPES ABOVE THE 6:1 VEGETATIVE SHELF.
NOT TO SCALE
.,
TIAN
`Rv
Cb• 1
2018 This drawing shall not be reproduced in whole or in part without ECES PROJECT NO. 1962/2043
written pnission of East Coast Engineering & Surveying, P.C.
1 I J I�t �I + � l x•! t lr r. x1 � 1. t. F 4 r ix S !lr �-II irf+I1 .'' 1!. F; �S1 11�. !{a,1 -.'�
`e,', a e's`:. r". >>. r,��_„ .,s'r�•l"r,i I,f itif 7 ?.rt