SW8200509_Approved Plans_20200609

PROJECT INFORMATION
ECES PROJECT NO: 2300.0900
LEGAL REFERENCE
TAX PARCEL:
DEED:
LOCATION:
SITE SUMMARY
-IMAL WIL AKCA:
TOTAL DISTURBED AREA:
ZONING
EXISTING ZONING:
EXISTING USE:
PROPOSED USE:
FLOOD ZONE
1' LINIVi 1Vit-11 .
ZONE(S):
DATUM
BENCHMARK
BUILDING SETBACKS
FRONT:
REAR:
SIDE:
244CCO18 & 244CCO17
B 2842 P 455 & B 2710 P 532
GOOSE CREEK ROAD
428,201 SF = 9.85 AC
423,442 SF = 9.72 AC
R-7500
VACANT
SINGLE FAMILY LOTS
3720107700J
X
SEE EXISTING CONDITIONS
SEE EXISTING CONDITIONS
BRICKL ANDING PUD
15.0'
30.0' GOLF COURSE LOTS ALL, OTHERS
10.0'
7.5'
VICINITY MAP
NOT TO SCALE
SITE DEVELOPMENT PLANS
[E0el
THE GREF--...N SIDF MANORS
AT1111 BRICK LANDING PLANTATION
BRUNSWICK COUNTY, NORTH CAROLINA
OWNERS:
CTC BRUNSWICK HOLDING, LLC
936 SPRINGHILL RD
ITMEX OF SHEETS
MULLAN, VA 221U2
co.o
COVER SHEET
C1.0
EXISTING CONDITIONS
LOTS 1-16 & 26-39
C1.1
DEMOLITION PLAN
C2.0
SUBDIVISION PLAN
C21
GENERAL NOTES
KENT W COLTQN & KATHRYN P C�LTON
C3.0
SHEET NUMBER NOT USED
C3.1
SEDIMENTATION/EROSION CONTROL PLAN
936 SPRINGHILL RD
C3.2
STORMWATER STRUCTURE PLAN
C3.3
STORMWATER PIPE PLAN
MCLEAN, VA 22102
C4.0
GRAVITY SEWER PLAN
LOTS 17-25
C4.1
GRAVITY SEWER PLAN
C4.2
GRAVITY SEWER PLAN
C4.3
FORCEMAIN PLAN
C4.4
WATER DISTRIBUTION PLAN
C4.5
SEWER BYPASS PLAN
C5.1
SEDIMENTATION/EROSION CONTROL DETAILS
FEBRUARY
2020
C5.2
STORMWATER DETAILS
C53 - C5.7
BRUNSWICK COUNTY GENERAL WATER &SEWER DETAILS
"""
C5.8 - C5.10
BRUNSWICK COUNTY GENERAL WATER DETAILS
C5.11 - C5.13
BRUNSWICK COUNTY GENERAL SEWER DETAILS
C6.0
ROADWAY PLAN AND PROFILE
1
C6:1
ROADWAY PLAN AND PROFILE
C6.2
ROADWAY PLAN AND PROFILE
7.0
NCDOT DRIVEWAY PLAN
APPROVED
p
8.0
GRADING PLAN ;Off"IN CAROLdNA ENVIRMOAftnt
8.1
GRADING PLAN T
&b� G/4bd..'+ro bw8 aoosz�q
A'
East Coast Engine
ENGINEERS •\PLC
4918 Main Street
Post Office Box 2469
Shallotte, North Carolina 28459
ig & Surveying,, P.C.
ERS •SURVEYORS
Phone: [phone]
Fax: [phone]
Firm License Number C-3014
PRELIMINARY
ISSUED FOR PRICING
AND PE iITTING
OVERALL PLAN
NOT TO SCALE
19 This dining shall not be rcproduccd in whole or in part without wdacn permission of Gast C'.oast Cnginc.ring &. Surveying , P.C.
ECES PROJECT NO. 2300.09

Revisions
179
OCEAN ISLE BEAC
VICINITY "
NO SCALE
�2" ASPHALT CONCRETE SURFACE COURSE
(1 LAYER)
S9.5B
-PRIME COAT
----8" NCDOT APPROVED AGGREGATE BASE COURSE (ABC)
(COMPACTED TO 100% MODIFIED PROCTOR)
+---SUBGRADE
(COMPACTED TO 100% STANDARD PROCTOR)
• UNDERCUT ANY UNSUITABLE MATERIAL UP TO 24" AND REPLACE WITH SELECT
MATERIAL AS REQUIRED.
* NO BASE COURSE SHALL BE PLACED ON MUCK, PINE CLAY, ORGANIC MATTER OR
OTHER UNSUITABLE MATERIAL.
* WHEN CURBING IS NOT SPECIFIED, BASE COURSE SHALL EXTEND A MINIMUM OF
12" BEYOND EDGE OF ASPHALT.
" THE PAVEMENT DESIGN SHOWN REPRESENTS THE MINIMUM THICKNESS OF SURFACE
AND BASE COURSE TO BE USED. SUBGRADE SOILS TESTS MAY DETERMINE HEAVIER
PAVEMENT DESIGNS ARE REQUIRED.
* ALL MATERIALS SHALL MEET THE REQUIREMENTS SET FORTH IN THE LATEST EDITION
OF THE N.C. STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
* CONTRACTOR SHALL NOTIFY ENGINEER IF SATURATED SUBGRADE IS ENCOUNTERED
DURING CONSTRUCTION AS ADDITIONAL DRAINAGE MEASURES MAY BE REQUIRED.
ASPHALT PAVING SECTION
RMI
NOTE:
THIS PAVEMENT SECTION WAS NOT DESIGNED TO SUPPORT THE LOADS IMPOSED BY
HEAVY CONSTRUCTION VEHICLE TRAFFIC. ADDITIONAL ASPHALT IS REQUIRED IF THE
CONSTRUCTION IS TO BE PHASED. CONSULT WITH GEOTECHNICAL ENGINEER FOR GUIDANCE.
4" TYP.v i
18" ROLL CURB & GUTTER
59
26 B-B
ASPHALT 18" ROLL CURB
-0"
"TYP
J "I NCDOT APPROVED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
TYPICAL ROADWAY SECTION
C ACE 23
LOSG �'
LO" �
0 R�pNT p� W A �
RMt
NC GRID
, w
Ai 83-2011
WINFORD BROCK
o yd d , n MAP CABINET ,11,,PAGE 23
� 9 � � ram'' t G � � 'S� �,• � PARCEL# 244EC010
ZONED: R 6000 (COUNTY)
RESIDENTS
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O CZ o ors +-d , ° CTl o ' , r - I f 'x w o l w w Cri (SIREN ACTIVATED)
� ,.d t EMERGENCY ACCESS
oo r, ' v' O o 1' NJ "' --"� ONLY.
O nio tit , w�
0
OO C�'� CORA W PHIPPS n o rs ``� �, ° 0 9 0 4 �,,,� r-
62•
6� MAP CABINET 11, PAGE 23 , rn 26' 35 �- SEE ASPHALT
io PAR N11' PAVEMENT SECTION
CEL# 244FC019 ° w FOR DETAIL.
CHRISTOB LONG
E & TONYA ZONED: R-6000 (COUNTY) ,
B LONG RESIDENTS
O 9 HAROLD D WALKER MAP CABINET 11, PAGE 23 `' EXISTING BC SEWER p SOUTHERN OAKS VILLA$
PARCEL# 244FCO20 _---- --'
MAP CABINET 11, PAGE 23 , --/ PUMP STATION CONDO BOOK 6, PAGES 1-6
PARCEL# 244FCO21 ZONED: R 6000 (COUNTY)
RESIDENTS
ZONED: R 6000 (COUNTY) c:c
NO y O n d oo RESIDENTS ��_ 1g•49 z
d � 9 6, # rd o v) O no �, � � 55 (12' = 56 00 Cn 7'
37 O5 g6, '� Ch =15' h -56.4/
N n nj .- , N 60 06 a? 1
°b���., dam" n�bpw�,.� 6 35�
° y O �c w N11 2_ 60 os 17 r.5 so47 S.F.
,,4 t.� o r' „' Crl , N 4� ,.� s 140 S.F. �' 19 a.12 Ac.
rs�-a *rs `-� ►, g8 0.12 Ac. R250 , r; 6718 S.F.
o �. ,� C1 w y BB 60 � cv
can, a� t� 1'rs cy f O t � ° o � -----G r�o , , 0.15 Ac.
ors ,..j �.. n ,.� O �- 3 1 ACI` SCAT' `o�
BETTY EVANS �' a 1. ° o �' N "3 0 6°f°por�AL� A�EQ�A� 6� 1 � 16 � .y� "� ,�h , 20
n n O t}FFER ADD IS ao .�_
B O � 7173 S.F. hp• � rod
MAP CABINET 11. PAGE 23 "a O o "� O t T� A`� 5�.49 �� i f ii t 8943 S.F. rk2
a U' N T N '�+ io VEGEI ' �, 0.16 Ac. •�- r• - 21 r
PARCEL# 2441FCO27 , a` O �'' w TIO� Tll`�G = 15 rt ' G , 0.20 Ac. , 12
o , -' GETA EIS AO t-
VE26 S.F.
F T TLER G 56 ,- 7911 S.F.s
VELNA M HUF S E ZONED: x b000 (COUNTY) �ST� D 14 , 22
w (E QLj 0.18 Ac. _ 0.22 Ac.
DALLAS C MCKEEL JR RESIDENTS , RE
t �1
(� , 0 7825 S.F. C .-12.36 , 8373 S.F. , ILI
5-�' t 13 a, 0.18 Ac. , 5
MAP CABINET 11, PAGE 23 ' 6 0d , �� N ' �� 1 a.19 Ac. , 6.97' N2�
PARCEL# 244FCO2701 5 1 7779 S.F. r a� h
1 2 t d- 15
' i 0.17 Ac. rn �
ZONED: R-6000 (COUNTY) 56 fld � � 11 0 7360 S.F- � � � �rye, 23
1 ,/
RESIDENTS ` ._r la 6997 S.F. 0.17 Ac. ' •� / ,� 8267 S.F. : 6 00 , C, ' cr• , t
3 - 5, 10 0.16 Ac. , 50 0.19 Ac. t ,�
4.0
17 0' 6937 S.F.
44,E 1 N
9 4 0.16 Ac. � � d-
N11 4 , �r- 6974 S F 3. l
V
56�5 5600 30 CIA 0.16Ac.
ar3, 6899 S.F. t
1.70' / 56 00 31 0.16 Ac. L__-
545g 35 , 7088 S.F.
r .46'
3 , 32 ` 0.16 Ac. 1 1 72
Ch -15 60.08 S6' 34 00
33 7 12 S.F. , 5 56.07'
cam► O.lb Ac. , 57.3 ' '
�-" 257,fi3
cxv 34 7200 S.F. 33.49' 31 �E �- -- 34.00'
,,- N 54 S5 59
- 0.16 Ac.
57 • , � 7183 S.F.
03
- 35 � 0.16 Ac. � � 561a_----
� 7166 S.F.
49 1 36 0.16 Ac.
66, �_ 56 �0,0000111111
r- 82 S.F.
37 0.1s
\ 6757 S.F.
' f, 0.13 Ac. ,..- 56A0 #17 FAIRWAY
38 ` - ^_� BRICKLANDING GOLF COURSE
-� � " 56.00 /
7781 S.F.
0.18 Ac. ` 56.04
39
\ /
9001 S.F. \ 16 $�p�N_i
0.21 Ac. OCEAN ISLE COUNTRY CLUB LLC BRUNSWICK COUNTY GENERAL NOTES:
-� MAP CABINET 33, PAGE 537
PARCEL# 2440000106 1. PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND
1 'i ZONED: R 7500 (COUNTY)
51 �� SEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY
/ GOLF COURSE
RING AKTD EMERGENC
S70' 50' 25"W \ \ \
42.78' \
\ � S14' 54' 29"E
S69' 03' 11 "W 22,58'
2.29' \ \
PROPOSED CARTPATH
EASEMENT
LEGEND
LABEL
SYM.
DESCRIPTION
IPF/IRF
IRON PIPE /ROD FOUND
IRS
O
5/8" REBAR SET
NCGS
GEODETIC MONUMENT
PKS
A
P.K. NAIL SET
CSPK
®
COTTON SPIKE
PNS
3sE
POINT NOT SET
CATV
®
CABLE TV PEDESTAL
EB
®
ELECTRIC BOX
FH
FIRE HYDRANT
FOP
�:
FIBER OPTIC POST
ICV
Q
IRRIGATION VALVE
PP
O
POWER POLE
LP
i
LIGHT POLE
SMH
®
SEWER MANHOLE
SCO
©
SEWER CLEANOUT
TPED
T
TELEPHONE PEDESTAL
TMIH
TELEPHONE MANHOLE
WM
®
WATER METER
WV
ca
WATER VALVE
SV
SEWER VALVE
RPZ
REDUCED PRESSURE ZONE
DI
�]
DROP INLET
SWM 4
®
STORMWATER MANHOLE
JB
®
JUNCTION BOX
INV.
INVERT OF PIPE
U.E.
UTILITY EASEMENT
D.E.
DRAINAGE EASEMENT
ENGINEE Y lv1ANAGEMENT.
2. COUNTY AND STATE STORMWATER PERMITS SHALL BE OBTAINED PRIOR
TO ANY CONSTRUCTION. NO NATURAL DRAINAGE AREAS WILL BE CUT
OFF OR DISTURBED.
3. THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER COVENANTS,
AND DEEDS SHOWING THE LOCATION OF WETLANDS AND NOTING THAT
THOSE AREAS MAY NOT BE FILLED, DISTURBED, OR ALTERED IN ANY
WAY UNLESS PROPERLY PERMITTED BY THE NC DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES AND/OR THE U.S. ARMY CORP
OF ENGINEERS. ACCORDING TO THE OWNERS NO WETLANDS ARE
LOCATED ON THIS PROPERTY.
4. THE LOT OWNERS OF THIS SUBDIVISION SHALL BECOME MEMBERS OF
THE BRICK LANDING POA, MEMBERSHIP WILL BE AUTOMATIC UPON
PURCHASE WITHIN THE DEVELOPMENT. THE HOMEOWNERS
ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH IN
SECTION 6.11.2..OF THE BRUNSWICK COUNTY UNIFIED DEVELOPMENT
ORDINANCE.
5. ALL ROADS WILL BE PRIVATE AND BUILT TO NCDOT MINIMUM PAVING
STANDARDS FOR SUBDIVISION ROADS PER BRUNSWICK COUNTY UDO
6. ALL STREET LIGHTING WILL BE INSTALLED IN COMPLIANCE WITH
SECTION 6.9.OF THE UDO.
7. A TRAFFIC IMPACT ANALYSIS (TIA) IS NOT REQUIRED FOR THIS PROJECT.
CTC1RUNSWICK HOLDING, LLC
PROPOSED 20' STORMWATER EASEMENT 936 SPRINGHILL RD
MCLEAN, VA 22102
-21.34'
LOTS 17 - 25
KENT W COLTON &
KATHRYN P COLTON
936 SPRINGHILL RD
MCLEAN, VA 22102
SCALE: 1" = 50'
0 25 50 100 150
ENTIRE PROJECT TO BE CONSTRUCTED BY CTC BRUNSWICK HOLDING, LLC
PROPERTY INFORMATION:
LOTS 1 - 16&26-39
TAX PARCEL NUMBER: 244CCO18 (CTC BRUNSWICK HOLDING)
DEED REFERENCE: DB 28429 PAGE 455
MAP REFERENCE: MC 33 PAGE 535
TAX PARCEL NUMBER:
DEED REFERENCE:
MAP REFERENCE:
SITE AREA:
s
LOTS 17 - 25
244CCO17 (KENT & KATHRYN COLTON)
DB 4285, PAGE 1312
MC 33, PAGE 535
7.21 ACRES (244CC018)
2.64 ACRES (244CC017)
9.85 ACRES TOTAL
CURRENT ZONING: R 7500 (BRICK LANDING PUD)
LOTS
TOTAL LOTS: 39 SINGLE-FAMLIY
BUILDABLE LOTS: 39 SINGLE-FAMLIY
SMALLEST LOT SIZE = 5,047 SF - 0.12 AC (LOT 18)
AVERAGE LOT SIZE = 7,174 SF - 0.16 AC
OPEN SPACE = 1.04 ACRES
DENSITY = 3.96 UNITS/ACRE
N41N BUILDING SETBACKS:
FRONT YARD: 15'
SIDE YARD: 7.5'
REAR YARD: 10' LOTS 1 THRU 24
REAR YARD: 30' LOTS 39 THRU 30
RESIDENTIAL STREET GEOMETRY
PER BRUNSWICK COUNTY, USE NCDOT SUBDIVISION MANUAL, MIN'. DESIGN
AND CONSTRUCTION CRITERIA FOR SUBDIVISION ROADS, SECTION - MIN.
DESIGN CRITERIA, PG. 26.
MIN. CENTERLINE RADIUS - 300'
CUL-DE-SAC (WITH C&G) - RW radius - 50'
RW WIDTH - 50' FOR SHOULDER SECTION ON LEVEL TERRAIN.
WATER AND SEWER PROVIDED BY BRUNSWICK COUNTY
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Date: 2-10-20
Scale: 1"-- 50'
Drawn By: MGB
Checked By: ACL/JCR
PRELIMINARY
ISSUED FOR. PRICING
AND PERMITTING
THIS PLAN IS NOT ISSUED FOR
CONSTRUC11ON WTHOUT AFFIXED
CORPORATE SEAL.
,\11111itiif
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3504
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not be reproduced in whole or in part
permission of East Coast Engi
ECES PROJECT NO. 2300.09

0 50, 1 OD'
SCALE: I"= 50'
0 WINFORD BROCK
?� MAP CABINET 11, PAGE 23
tj -C IC, PARCEL# 244FC0I0
0 ZONED: R-6000 (COUNTY)
lip
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Y-4
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0 0
0 0
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rp C1_9
r,"A -"d
tj RIM ELEV 14.43
C NOB 23 0 1
S ;z �Z_ ?� i% it tr IN IN = 10.79 (FROM CI -I 0)
rri .,,A V-d 01J.
CET OTY� CORA W PHIPPS 6 INV OUT 10.50 (18" RCP)
MAP CABINET 11, PAGE 23 a n b W ,--'
0
CHRISTOPHER E & TONYA 0
PARCEL# 244FC019 0
ZONED: R-6000 (COUNTY) 00
0 tp . B LONG RESIDENTS
MAP CABINET 11, PAGE 23
HAROLD D WALKER
PARCtL# 244FCO20
0MAP CABINET 11, PAGE 23 rXISTM Bf'STVVT-.R
to til ZONED: I" (COUNTY) PlJMPSTATION
6 PARCEL# 244FCO21 RE�IDENTS -10
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ZONED: R-6000 (COUNTY)
0 �t,
loso, RESIDENTS EXISTING CATCH RIM FI,FV 14.43
0
INV OUT 10.79 (15" RCP)
lip Oro rd 0 0 "p, e BASIN TO BE REMOVED
�jift
0 0 b. 'XISTING'CATCH
RASNl Bit
0 0 0 REMOVI-1)
Obi
V).L
'Fi !% -
C) CT-1 1 19 18
v tri ra �11*
00 0 0 20 , -�
ti r- rr, ­4 rd -- -I RIM ELEV - 14.18
tn. d S 1�� "t RCP)
In t4 moony 'P, 0, v�
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t4- C) W L INV OUT 10.53 (15"t RCP)
2
C1-9A
la t;CPIII�G
t cir t �P/. 07T LASO Te 2 RIM ELEV - 15.48
BETTY EVANS ills CI-12
L
.11 �zlwv5v 17
15OF Pll �aos is 0_13 INV IN = 10.05 (FROM CI-9)
MAP CABINET 11, PAGE 23 alolli�
0 L RI M ELEV 14.18
tA t, �Illjllllllllllllllllll1111 N RIM F.I,F.V 15.01 16 INV OLTT 10.05 (18" RCP).j
PARCEL# 244FCO27 _V_F TXTIOOV�us
VELNA M HUFFSTETLER ZONED: R-6000 (COUNTY) (31 �Gip INV OLTT =: 11.36 (15" RCP) V INV IN 10.53 (FROM C,1-1 1
vas"T � jvv
DALLAS C MCKEEL JR RESIDENTS INV IN 9.60 (FROM CI-9A)
MAP CABINET 11, PAGE 23 INV OUT = 9.60 (18" RCP)
PARCEL# 244FCO2701 CI-7 11 5
ZONED: R-6000 (COUNTY) RIM ELEV - 17.70 1 � � � 1
RESIDENTS , f 114
� 1INV OUT = 13.92 (1511 RCP)13 1 �
14-- / _
RIM ELEV - 15.01
Cl- INV IN - 11.36 (FROM C,1-13) 5(Y OF
FSET
RIM ELEV = 18-59 12 INV XI EDGE OF
IN = 9.40 (FROM Cl- 12) EXISTING LAKE
____- , INV OUT = 14.75 (1511 RCP) INV OUT = 9.40 (24" RCP)
24
EDGE, or,
CI-3 - 9 10 JB-I EXI[STING, L AKr
RIM ELEV - 19.78 8 RIM ELEV 15.75
INVOUT=16.1505'fRCP)_; ---------------- INV IN 9.10 {FROM
c.1-8)
7 25 INV IN 9.10 (FROM Cl- 14)
i ,INV OUT 9.10 (24" H DPt,
MAP CABINET 33, PAGE 537
t ,6 OCEAN ISLE COUNTRY CLUB LLC
1 ,
L#
t , 5 CI-8 2440000106
PARCE
IF ZONED: R-7500 (COUNTY)
CI 14 \N RM ELEV - 17.67 GOLF COURSE
RIM ELEV 21.87 INV IN 10.60(FROM CI-6)
INV OUT 18.21 (15" RCP) INV IN 13.92 (rROM C1-7)
INV OUT = 10.60 (24" RCP)� / '
\ _27 Ft_:�_4aGENII
SPILLWAY
-�
U CI-6
1 ,
31 RIM ELEV = 18.58 PROPOSED
0-2A INV IN = 12.30 (FROM C1-4) STORMWATER
POND
RIM ELEV = 21.85
INV 1N = 16.50 (IRON CI-2) 33
INV OUT = 16.50 (18" RCP) r C
34 1-4
RIM ELEV - 19.75
35 INV IN 14.85 (FROM C.1-2A)
/" ` 36� INV IN 16.10 (FROM CI-3)
37\ INV OUT = 14,35 (24" RCP)
38
_3
2
RIM F.I,F.V 21.87
INV IN = 18.21 (FROM CI- 1)
00 INV OUT= 17.96 (181, RCP) OCEAN ISLE COUNTRY CLUB LLC
O \
MAP CABINET 33, PAGE 537
PARCEL# 2440000106
ZONED: R-7500 (COUNTY)
� � \ / GOLF COURSE
CARTPATH hASI-'.M]-*,N*I'
IMPERVIOUS AREA DATA TABLE
BUILDINGS (SF)
ROADWAY AREAS
(SF)
FUTURE
(SF)
TOTAL
(SF)
PROPOSED
EXISTING
PROPOSED
EXISTING
156,000
0
39,398
0
0
195,398
INV IN = 14.75 (FROM CI-5)
INV OUT = 12.30 (24" RCP)
10'MORMWATER
MAINTENAN-CE
EASEMENT-
#17 FAIRWAY
BRICKLANDING GOLF COURSE
FVFRY SCM 1\411,ACI-FI) BY FROSIO\ & ALI, SIDF 1.0ri'Ll\FS SHALL HAVF A IW
SMIMEN-1-CONTROI, DURING THF STORMWATFR ACCESS EASFMEN'I'CFN'I*ERFt)
CONS71'RUCTION IIHASF INCLUDING, RUT Nal' ON THE Lat'LINE AND SHALL HE KFFl- FRFF OF
I,IMI-I-Fi}-rO,-I-HF.S-1-ORMWA-rFR I'ONDSHALL ALL VEGKIATION EXCEM'GRASS.
BF, C-1,FANFI) OUT& RETURNFI)TO HS
ORIGINALLY APPROVED DFSIGN PARAMETFRIS
RIM ELEV = 17.20
INV OUT = 9.00 (24" HDPE
Revisions
5-12-20 REVISED
TABLE
5-28-20 ADDED NOTE
PER STATE
COMMENTS
j.
CL
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C:
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Date: 2-10-20
Scale: I fl= 50'
Drawn By: JCR
Checked By: ACL/JCR
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
CAP?
SEAL
35054
5-28-2020
-IAN
C3.2
Phis drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Survcymg P.C.
ECES PROJECT NO. 2300.09

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MAP CABINET 33, PAGE 537
PARCEL# 2440000106
ZONED: R-7500 (COUNTY)
GOLF COURSE
IMPERVIOUS AREA DATA TABLE
BUILDINGS (SF)
ROADWAY AREAS
(SF)
FUTURE
(SF)
TOTAL
(SF)
PROPOSED
EXISTING
PROPOSED
EXISTING
156,000
0
39,398
0
0
195,398
I.. • t D-WIVA111340
MAP CABINET 11, PAGE 23
PARCEL# 244FCO21
ZONED: R-6000 (COUNTY)
RESIDENTS
ALL SIDE LOT LINES SHALL HAVE A IV STORMWATER
ACCESS EASEMENT CENTERED ON THE LOT LINE AND
SHALL BE KEPT FREE OF ALL VEGETATION EXCEPT
GRASS.
CHRISTOPHER E & TONYA
B LONG
MAP CABINET 11, PAGE 23
PARgL# 244FCO20
ZONED: 6000 (COUNTY)
O
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CORA W PHIPPS
MAP CABINET
n o N a
11, PAGE 23
n
PARCEL# 244FC019
ZONED: R-6000 (COUNTY)
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RESIDENTS
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/_-Nn1212o/ OTlIDL
SHALLOW WATER Botanical Name
Common Name
Emergent Plants Alisma spp.
Water plantain
Acorus star.
Sweet flag
Alopercitrus howetiti
Foxtail
Canna lily
`Bengal Tiger' canna
Cladiuni jarnaicense
Sawgrass
Cyperus aristatus
Flat sedge
Iris heragona
Hexagonal iris
Iris nelsonii
Nelson's Ins
Iris pristnatica
Slender Blue Iris
Iris vzrginica
Blue Flag Iris
Iris mrsicolor
Blue Flag Ins
Iris fuizva
Copper Iris
juncus effuses
Softrush
Lelitochloa fasicularis
Salt -meadow grass
Ludurigia spp.
Primrose willow
Oryza satim
Rice
Peltandra z*ginica
Arrow Arum
Plantago major
Common Plantain
Pontederia cordata
Pickerelweed
Sagittaria latifolia
Duck Potato
Sagittaria lancifolia
Bulltongue
Sagittaria longiloba
Arrowhead
Saururus cernuus
Lizard Tail
Sclioenoplectus tabernaernontani
Surpus arnericanus
Three-squarebulrush
Zizanua aquatica
Wild rice
Zizaneopsis miliacea
Water millet
Stormwater I'Vetlands 9-19 JuIv 2007
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?AN ISLE COUNTRY CLUB LLC.
MAP CABINET'33, PAGE 537
PARCEL# 2440000106
ZONED: R-7500 (COUNTY)
GOLF COURSE
Revisions
5-12-20 REMOVED
NOTE
5-28-20 ADDED NOTE
PER STATE
COMMENTS
WINFORD BROCK
MAP CABINET 11, PAGE 23
PARCEL# 244FCOIO
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Date: 2-10-20
Scale: 1 "= 50'
® Drawn By: JCR
Checked By: ACL/JCR
11112112
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
\\O\\ 11IIlt//1/,
\\t\ wC �A
SEAL _
35054
5-28-2020
ter'/i 7S%!AN
1111110
C3.3
ing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying, P.C.
ECES PROJECT N0. 2300.09

IN
17 __ 14- \
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STORMWATER P
-OND 1
�ORIZONT s
-CROSS SECTION DETAIL 16-`
TIE BACK TO
TEMPORARY EXISTING
POOL GRADE AT 3:1
ELEV:16.20 OR FLATTER
EXISTING
GRADE
____w.. ___- ._ -_ _-_-- ____-._ ____ ---- ____ __ ___ ______ 18
__-------- _ ______ _____ - __ __-____ _ -- -_-- _ -- _
16
2:1 FOREBAY
SIDE SLOPE _ _ __ _ _ _ PERMANENT __ _ _ A�
0 20' 40' 0 5 7 U
POND CROSS SECTION A - A'
HORIZONTAL SCALE VERTICAL SCALE
j1tJ;t1L.V1\ 1 L"1L r..7�.rii.Ji..
0 2020 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying, P.C.
6:1 SHELF AREA =
29299 SQUARE FEET
ELEV
AREA
(qs ft.)
DEPTH
ft
AVG END
INC. VOL.
(cu. ft.
AVG END
TOTAL VOL.
cu. ft.
2.000
483.85
N/A
N/A
0.00
3.000
871.80
1.000
677.82
677.82
4.000
1,305.89
1.000
1088.85
1766.67
5.000
1,772.01
1.000
1538.95
3305.62
6.000
2,270.21
1.000
2021.11
5326.74
7.000
2,800.53
1.000
2535.37
7862.11
8.000
3,363.01
1.000
3081.77
10943.88
9.000
3,957.70
1.000
3660.36
14604.23
10.000
4,584.64
1.000
4271.17
18875.40
11.000
5,242.02
1.000
4913.33
23788.73
12.000
5,926.61
1.000
5584.31
29373.05
13.000
6,638.39
1.000
6282.50
35655.55
14.000
8,937.08
1.000
7787.73
43443.28
FOR EBAY_VOLUME-STAGE STORAGE TABLE
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
9.000
726.25
N/A
N/A
0.00
10.000
956.63
1.000
841.44
841.44
11.000
1,216.71
1.000
1086.67
1928.10
12.000
1,506.51
1.000
1361.61
3289.71
13.000
1,826.07
1.000
1666.29
4956.00
14.000
2,175.40
1.000
2000.74
6956.74
`3b43"
L=37.75
R=286.74
0 4' �4.4" 55.77,
579 L=19.24
R=1 1.70
L=17.79
R=11.70
L=18.05
R=11.70 1E g2.55'
1�181
Q pg 24.14 0 20, 40'
SCALE 1" = 20'
PERMANENT POOL DIMENSION DETAIL
NOTES:
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 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 = 2,299 SQUARE FEET
4. 50 PLANTS/200 SF OF SHELF = A MINIMUM OF 575 SHALLOW WATER PLANTS
IN THE SHELF AREA AND SHALL BE A MINIMUM OF THREE DIFFERENT
SPECIES SELECTED T S FROM L O THE TABLE E T ENSURE DIVERSE
ON SHEET C3.3 O E S
AND VIGOROUS GROWTH.
5. A WETLAND SEED MIX IS NOT ACCEPTABLE FOR THE SHELF. PT R 6. THE FOREBAY DAM SEPARATING THE FOREBAY FROM THE MAIN BODY OF
THE POND SHALL BE REINFORCED WITH A LAYER OF FILTER FABRIC AND
RIP RAP TO PREVENT EROSION DURING STORM EVENTS.
7. EVERY SCM IMPACTED BY EROSION & SEDIMENT CONTROL DURING THE
CONSTRUCTION PHASE INCLUDING, BUT NOT LIMITED TO, THE
STORMWATER POND SHALL BE CLEANED OUT & RETURNED TO ITS
ORIGINALLY APPROVED DESIGN PARAMETERS
Ltv. = 14.UL
Yoh 04�
s
OVERFLOW WEIR
ELEV. =16.30
LINE
FRAME, GRATE & HOOD SHALL
BE NCDOT 840.03 CURB INLET
OR APPROVED EQUAL.
PIPE --\
SEE STORMWATER
PLAN SHEET FOR PIPE
MATERIAL, SIZE,
ORIENTATION AND
INVERTS.
PIPE
• •,WEIR
.0 MIN 3:1 PLAN VIEW
SLOPE
TIE TO POND 10, TIETO POND
16.20
- -. ELEV. PIPE
-
--- •!• •;�`♦• �,t\ti'r:�. *j�•,!.i��°�T•�i�.!\±�_,.��+,!.iT �� iy �\•' •!�• � i�♦• �,�_i�;�\•�c
\s _ =ii• f-•'i\`f t• i1 � `i\•->>a\s-- %i\• i\i-.- i\e-.�.G\•--'ils )i'•=' •\s-.�.i\`t.- •h•-)\�--
�• • •�rW WEIR
VERTICAL_•a1•i%ii • •
WALL I • r• • I
SECTIONVEGETATIVE 6:1 CLASS B RIP RAP B-B'PROFILE OF SPILLWAY
SLOPE
SECTIONPROFILEOF
SHELF VOLUME STAGE STORAGE TABLE
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
13.000
6,638.39
N/A
N/A
0.00
14.000
8,937.08
1.000
7787.73
7787.73
TEMP -STORAGE -STAGE STORAGE TABLE
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
14.000
11, 380.48
N/A
N/A
0.00
16.200
11, 380.48
2.200
25037.06
25037.06
0 M.D.G. MACK RODS W/
NUTS AND OG WASHERS 16 O.C.
SHEET PHANG
7-
--
0 H.D.G. TIEBACK RODS W/
L NUTS AND OG WASHERS 1W O.C.
PLAN VIEW
2X6Cill
DEADMEN
4X6X3'
DEADMEN
X8
3/4" 6 M.D.G. TIEBACK RODS W/
H.D.G. NUTS AND OG WASHERS 1V
6X6X8'
DEADMEN
CLOTH LNER
FRONT VIEW SECTION VIEW
POND RETAINING WALL DETAIL
NTS
GENERAL NOTES:
1. All work shall be done in accordance with state and local building codes and ordinances.
2. Bulkhead is designed for horizontal and vertical earth loads w/no provision for mooring or surcharge loads.
3. Filter fabric shall be woven polypropylene mono -filament with a min overflow rate of 18 GPM/SF and apparent sieve
opening of no. 70 and shall be Amoco 1199, Contech C70/06, Synthetic Industrial Erosion 1, or approved equal.
4. All wood shall be 2.5 marine grade treated and installed in strict conformity with Brunswick County ordinances and
policies.
5. Sheet piling shall be Shoguard sg-425 synthetic sheet piling or approved equal.
6. Tie -back anchor rods shall be horizontally spaced 6' O.C. (SEE BULKHEAD DETAIL ).
7. All hardware, including tie -back rods, bolts, nuts, and washers shall conform to applicable ASTM specifications; Bolts -
ASTM A-325; Nuts - AS A-563; Washers - ASTM A-436 and shall be hot -dipped galvanized.
8. Nails be hall SS 6p 1 ring shank nails.
s
19. Drill undersized holes in small members to avoid splitting wood.
10. Backfill bulkhead in accordance with piling manufacturer's recommendations for same.
11. Should site conditions be encountered that are contradictory to design, consult Engineer for required modifications.
SEE STORMWATER
PLAN SHEET FOR
RIM ELEVATION
_
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CONCRETE TO
INVERT OUT
NOT TO SCALE
PIPE
PIPE
Revisions
5-12-20 REVISED NOTE
& DETAILS
5-28-20 ADDED NOTE
RETAINING WALL
DETAIL PER STATE
COMMENTS
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121,F� ���;•��•�,
ell #57
' t .,.COMPACTED ST-
JUNCTIONBOX DETAIL
NOT TO SCALE
1 A"
f 3/8" R
IIIII
i i 1-1 1 1-1 1 1-1 1 1-1 1 I-III-1 1 1_
18" CURB &GUTTER
NOT TO SCALE
B
Date: 2-10-20
SEAL WATER -TIGHT BETWEEN
PRECAST CONCRETE PIPE AND CATCH BASIN
Scale: AS SHOWN
NOTES:
Drawn By: JCR
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT °
ELEVATIONS, AND TOP OF GRATE ELEVATIONS. A A
Checked By: AL/JCR
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 CATCH BASIN.
4. THE BASIN MAY BE DRAINED BY MEANS OF A GAS LB
PRELIMINARY
POWERED MUD HOG TYPE PUMP.
PLAN VIEW AS REQUIRED
ISSUED FOR PRICING
AND PERMITTING
RIM ELEV. = 17.20
TRASH GUARD
#4 REBAR 4' O/C
THROAT
A �_:... : _ . ELEVATION
PERMANENT POOL , -ssF 'ti .� �- TEMPORARY '•"�'': '` .'''`,`'�.
EL= 14.00 POOL i i 610
THIS PLAN IS NOT ISSUED FOR
2-1/2' SCH. 40 PVC ORIFICE EL =16=20 .r:
(I.D. = 2.45 IN.
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
2 - TEES WITH SEALED PLUGS
AS REQUIRED AS
REQUIRED
`\\�
\� - CAR `'If
HDPE INVERT
EL = 9.00 HDPE FILL TO
INVERT
x.
WITH
AS REQUIRED -=;�,�.;,;�.�xt�.,�; �_ � a:�=xr:��-.;�j-•.-.:�-�:
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+f35054
= �EAL
WITH CONCRETE
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SECTION A A SECTION B-B
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STORMWATER POND OUTLET STRUCTURE
NOT TO SCALE
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ECES PROJECT NO. 2300.09

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PLAN & PROFILE -
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PLAN & PROFILE -
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ECES PROJECT NO. 2300.09

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its
14
12
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0
0 20' 40'
SCALE: I" = 20'
LOW POINT ELEV = 14.72
LOW POINT STA = 13+58.76
HIGH POINT ELEV 15.93
PVI STA = 13+60.75
RVI EI EV = 14 62
HIGH POM rSTA—=—;: 11-1-853.39
PVI STA = 11+73.44
A = 1.68%
PVI ELEV = 16.07
K = 29.75
A = -2.57%
50.00'VC
K = 19.45
50.0'VC
06
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SEE
HEET C3.2 FOR DETAILS
PROPOSED STORMDRAIN
(TYP.)
STING GRADE
ELEVATION
PROPOSED GRADE
SEE SHEET C3.3 FOR
DETAILS
ELEVATION
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13+00
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PRELIMINARY
ISSUED FOR PRICING
AND PERMITTING
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
CA..
SEAL
35054
5-5-2020
rIAN
C6.2
0 2020 This drawing shall not be reproduced in whole or in part
permission of East Coast Engineering & Surveying, P.C.
ECES PROJECT NO. 2300.09

Revisions
VELNA M HUFFSTETLER
DALLAS C MCKEEL JR
MAP CABINET 11, PAGE 23
PARCEL# 244FCO2701
ZONED: R-6000 (COUNTY)
RESIDENTS
BETTY EVANS
MAP CABINET 11, PAGE 23
PARCEL# 244FCO27
ZONED: R-6000 (COUNTY)
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MAP CABINET 11, PAGE 23
PARCEL# 244FCO20
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