SW8070801_Approved Plans_20200806

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MUSTAFA NEJAT & MABEL M. GULTEKIN / \ I '
(REPUTED OWN R)
DEED BOOK 1368, P E 0813 ' BALD HEAD — — — I
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BALD HEAD ISLA' ". TIES — — EIP
zillam"
ISLAND (REPUTED OWNER) `�J
G�NO \ DEED BOOK 643, PAGE 845 \ EAP BALD HEAD "E -'NRB t�
-z MAP BOOK 12, PAGE 7 / ASSOCIATION SV NRB N84"00 32 SAND TRAP 1p ( O
\ / (REPUTED OWNER) 36"E �p.10'
N83°59' BULK HEAD •,
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6> \ i RO ALD D. & PENELOPE K. MANCUSO \ / "E , r �"
NR N83°59 36, �' \ / I -G' ., \\ >.
-I Xi o \ (REPUTED OWNER) / \ E
c DEED BOOK 1175, AGE 0364 \ / 91 — -- l'— _ �. i-__ I °`�I �� r
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N Z--{' ''' I d \ \ \ CP ° VARIABLE AS DIRECTED BY THE ENGINEER I STEEL POST ommi
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COTTON SPIKE / ::.'= fi / J \ \ K 73 — •
SILT FENCE FABRIC 44 :4.--4`ff....
— _ I \ 6' — MINIMUM 10 GAUGE O•��•;•;�r•+•f•�•;•;•INSTALLED TO SECOND "•��:•�•+'►❖i•+•ii•/•�•�
r - I 1 , - .: e \ BHI LIMITED LLC -_.�� ,•ffJ ff:ff: ♦,•f♦ ♦♦ ♦f:fff' MINIMUM 12 GAUGE
EL V = 6.30 i \ - BALD HEAD 4 �-17-� i + \ \ \ SO F _ _ —_ LINE WIRES +f+►ff►ff• f+f•+f�+ffw•ff „•.�
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wv ' .: �:' :'' '. DA 1 (REPUTED OWNER) ' J PARKING I74 x80 NOMINAL;
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--�- -• hh�Q � �='' D BOOK 350, PAGE 68 � ' . - / 6: Q TURFSTONE,BUT NOT I ►i+i':i•+•►•ii!►•i_•i��•ii�!i•i�►iiii_•+•i�•ii iii ii_•i►ii•►fii'r+ifi��� p
I'T`' _. � ii_....._::://ivile,5::::4•\_1(16,_7,2(.6110%,
��. .'.. �� � '� 1 REQUESTING LOWERE 11-II-II-11 tll�ll�ll�ll~-Ik11�1�I�1�11�11X11�11tilYllall�il�-II�II��II 1��11�II� 1-.11-11-I1-RA
::: ' :: : 23,761 s I D��EP � • - - '' I � � _ _ � � �• IMPERVIOUS COVERAGE - =11- 11-11-11-11-11-11-ii-Il'11-11-11-II'11-11'li'11-1L-11-11-11'll-il°-11-11-11-11 II=1-
..f '��:':::...... ..::':::'::'::���� --�{ --- '- -_ :._ =� sTop of Temp � - - =\ "— --`.. c5 c..:;5 _ — PARKING SPACES A27.A28,A29 11 ILII III- l
P RTs of A25 A26 B2 & II -.: ........��'' . s ' •r '_�` DA3 . =errTi87U \ AN A , , - - -
4.50 16/� CfLfi — BLKDC� 36rDBB5AREONBHICLue4 - 1{ t J ' t] �+ \ • ` 4.93 S ,r PROPERTY PERMITTED UNDER - [ FRONT VIFrWz, l :Q. .....�- / I� � IB� I �� "� ` � \IILI� � 5VSF ���0[1 � _ "+'_-'��-__ BLKt�� � SW8.890106ILI11 LID
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N •42,324.60 •:�..::•::':.. _� - I r ,• t, 4�+, +1y�n-r �-u F 1 � ! � '�.►�,_1 .11 v i..!4:r-1- -1 1 e 1 I ��t�
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V, ' ► _ l 3,�52 SF I To of Temp c I C_i i �--- _i v p� ' I "sai ' Ii FILTRATION BASINIB#4IN MEDIANAIMEI
• �4-A I 1 7 1 I `i ^ C 'r I -E;_i':i:----i- 1 ° IN\ \ �. / - _. \ \ L - .. ; w 1_ 1 11 ___ v INFILTRATION BASIN6 _-�- I �.Y3 11 '�' I/ _1..fi� ; t c1 Ii�� ,, 1:1 ij'4 ` 1 L' i 4 1 �: ' C. - __--- -i „1 • D _ _ _ _4.5 - 1 ` / I/ _ / 1 "' I t -I'�''7v',:', i ' I'- '" _ �" i-,.:�',; ;7Y7
v "SCH 40 PVC ORE UIV "E UALtZTION PIPE"-
\ 0' a { ; ,1 ) , Eil;�At•6 rs 1L I 1 1QQ _\ •,L1�� - ' _ I ..- ! iJ r 1 t''Y •r r e , 1IIIFZI' ?�rI ; ; '''le.'r TOPI•F ,': v v v` DRAINAGE AREA ON-SITE
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2 PVC v I \ I1
I I ITe aflo,�:a 5 I
O DAB TEMP
x r� DETAIL - INFILTRATION BASIN
0 \ I I I I I I ' ' COMBINED FOR I FROM SEDIMENTATION AND EROSION CONTROL
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F�� FO �, \\\ �0- \ ` RS, 1-" —8=- \1/ 1 1 I I I I I o
\ F C� O S o�h \ _ _ I I i.:: I I I I o 2007 DRAWING ED-1
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.: �-°' _ �9 TYPICAL ROAD SECTION
9 y o , ems' o. / , ' •� 1 II MAJOR MOD x FROM 2007 DRAWING C5
�� � 9 /� _ \ /i/� 'S IIIsROCK ! SHOULDER
/ \ BALD HEAD "'rr N
\ i I S L A. INC.
\ EXISTING - fie _ usriNr \
O \ \ LF �L \ / / \ o - TO BE REMOVED (REPUTED owNER) c Nc Glt()ImD
T (n \ / / � .. SLZ' NpaAtasNOTE: ALL ROADS T•0 BE SLOPES) AT
\ \ \4 DEED BOOK 717, PAGE 1049 j
' ,' \ \ \ \ I \ CONCRETE� \ �{ MASONARY ROAD TYPICAL SECTION
33"\ \ \ \ DA7 \�✓ / \ , ERB 58822 r E _ NAIL , No scALE
26,755 SF\ \ \ \ . — _ 30
B \ ,, :.::'::::::'. x EQUALIZATION PIPING SIZING METHODOLOGY B
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'� � � fi, 35 SF INFILTRATION BASIN 3,4&5 TEMPRORAY CONDITION EQUALIZATION
\ \ �/ v .- I \ PIPES(QTY 3). SCHEDULE 4 PVC OR EQUIV(I.D.4.026")
, \ ��� ` ✓-= // /\ , �+^ ��\y ` .� ALL SHOWN SET LEVEL,WITH LEVEL INVERTS AT ELEV 4.6 FMSL
1
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'
\�� - I i�,+ p---- -' :. I 14 1 BECAUSE OF HIGH SAND INFlLTRATION RATE(20"/HR)AND THE SYSTEM IS
SWANS QUARTER SITE/DRAINAGE AREA PLAN 1"=3O'WHEN C /�z , ii`�I�D. I�.0•_'_..0" '�-Q:• .y \ DESIGNED AS A NO DISCHARGE INFILTRATION BASIN SYSTEM. ZERO SLOPE
.�,� t° TYPICALLY OQESN'T CALCULATE CORRECTLY,50 1 RAN CALCULATIONS AT A PLOTTED ON 24"X3s"ARCH D �� ib\ //fir 1 I I �� ..::::�� %:•B •IDE mot'
1 1 1 ^/ 7 \ .I / / ,r' •- [-'---- - ---- __ i PIPE SLOPE OF 1V:32H= PER 1 INCH SLOPE.AND USED THE 20 771.5"
O 30 60 9U ZO 4, \\44?
\ . Ir �f \ STORM AS THE INTENSITY PER HOUR(38 MM/HR). FOR THE ENTIRE 3d-5
to • ; 1 • II TEMPORARY IMPERVIOUS OF 13,348 SF IMPERVIOUS=1240 SQ M,ONE
.c� \ 6�°�!�� C {O vp �___ �'
I I I \ v,�+ / \ 5'I B6 '�'I I �W I II �\\ I_
PROGRAM PUTS IT AT A 100 MM PIPE SIZE(3.94"DIAM),WITH A
. - -- I I
\ NON-EXCESSIVE FLOW VELOCITY OF 1.67M/s=5.48 FT/SEC.FOR THE 4447
ALWAYS VERIFY WITH GRAPHIC SCALE �9 ��8 n 36 \ Cn SQ FT DA4 IMPERVIDUS=4445Q M,A90 MM=3.54"LDPIPE IS
•t7 Q, \ ��. I �/1-- O y, CALCULATED WITH A FLOW VELOCITY OF 0.74 m/s=2.43 FT/SEC.
\ ' v '; dJ _ '• CA d' BY A SECOND METHOD,ASSUMING A MAX ALLOWABLE PIPE FLOW VELOCITY
2S•--,.'N, )
- " - \ / f I t_ L. \ OF 6.56 Fr/SEC,AND CONVERTING THE PERMITTED INFILTRATION BASIN
-'-"---------.-"- !!�• f _ ' - m VOLUME TO GALLONS(LE.MULTIPLY X 7.48),THEN DIVIDE BYIHR,PIPE
••••••••••••••••••• yt{ ? 1 - - DIAMETER AND FLOW VELOCITY WAS CALCULATED. FOR BASINS 3 AN 5,4"
""""""""'•' r.. SCH 40 PIPE(4.026"LD.)WAS CALCULATED AS NON-EXCESSIVE VELOCITY,
...•.•.•.•.•.•.••:: r — --F — -1 - \",�� '1 �- - - AND FOR THE BASIN 4 OUT DIRECTION,SCH 40 3"PIPE (3.068"LD.)WAS
ON-SITE"PARKING"DA4 SAND ROAD I — -- - (''� '9 �� �"'" ' \ SUFFICIENT TO KEEP VELocITYUNDER 6.56 FT/SEC.
HATCH:HONEY ACCESS FOR I V� ' ' - `!mommes•mow
FIRE TRUCKS I \ ° ' '" - _� \ EITHER METHOD DOES NOT TAKE INTO ACCOUNT ANY INFILTRATION
TYP SCALE:20,COLOR:253 I -S/� 6' 7, N 7 25 3 ` LESSENING THE WATER VOLUME IN THE INFILTRATION BASIN.
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I I / S� (� ' ST\Q' � �_ �. I \ HDPE OR SIM OF MIN LD.4.026"IS EQUALLY ACCEPTABLE
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`� vT� ,t I I. 9T 6q'
j P�RMITTED BUT NOT YIET / /j \ T "r'! /C '9,p I ,
r-I BUILT \ �\ l 0�\\ �'� -��
ON-SITE"PARKING"DA3 I BUT ON HOLD FOR THI \Oe / /.S ST 400
ST SJ, '.,.2.
`` ` 3 REV PER 77-200EMLR CwIME'rrs RC EgU.tnw'naR PIPES
(PHASE FOR TEMPORAR1Y \ 4/1. )` %G \�G �\ .......itR►/, 2 ..,p, REV,"M °RM�FOR 3.sIR,ER°a„„ERwEQUALIZATION PRE.
A I GOLF CART PARKING; '9> //�\ �/^ C1J, `//'j�C�J/- \ \ `..a C/t / I B, m A�Eo�R,R.RRa.Fl.Eo�.EP EPaR�E
BLDGS.3, 4&5 1 \ �O�/ \EP .1/�O O(J/� ±h �CC[-�`- 1/4/ I 6,]20 REVISION FOE TEMPoRARY GOLF C R PARNRI6 A
/1),) W_2K1 ,1 REVISwNe: Dw�¢ DERCRIP°ON:. .
I1 I v \ ` 14• °LT BALD HEAD ISLAND LIMITED LLC
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ON-SITE"PARKING"DA5
• SEAL �` SWANS QUARTER
,
- J I �\ \ �G'��,9 �CFj.��y B ALD HEAD I ,0% j5�4 �• BRUCE MAREK,P.E.
- " " D D a I PERMITTED BUT NOT YET \ T9/O ,�(� �O'1-� (REPUTED OWNER) L 9A'G E 5489 EASTwIND ROAD
I I T / o�/'° �y. •►' s'm WILMINGTON,NC 28403
�_ 'i`, lV (91 0)799-9245
D ° D V D D I_ _ _ I \ ti 'r 'Qp DEED BOOK 244, PAGE 258 [e-mail]
V77,77 D D _ r — — — , ;t�,�111X;}. Dwc: SW8-070801&CAMA121-07
VD BUILT \ /� +
D V — \ FILE BALD HEAD(STAND LIMITED
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CLUB "PARKING"P58c PV LLCSTOR SN TER2020 T1,13 REVISION: 7.1420
FSCALE 1"=30'-0"OR AS NOTED DWG. REV.
TYP SCALE:20,COLOR:BLUE 1 4 \ \ Cd'. 1 3
SW8-890106 \ ` V �" ��A , ��
7 6 .ar 5 I 4 3 2 J 1
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APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
61).- . g/7,t0/4 t1,08 070301

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S�°54 ,,,�e�< ,,,,, � fhe°v West Median East Median End Median Area
0IB#3 T4°<�' Area 60'x2' Area 66'x2' 18'x 21 .29'+8. 15' /2
0 L "Equalization Pips"called out as
Schedule 40 PVC,ID=a.ozs°. other " ' =120 sf =132 sf =264 f/iiiA \ R B pipe material meeting same i.d.(MOPE, 7
/ 8 /
Peretc.)is acceptable - I��JJI !!! _ ,— E
x 1 =120 cu ft ,1 x 1 =132 cu ft x 1 -264 cu ft
9-21 -07 \ \ K 1 8 ± 8 o . �
' Infiltration Basin IB#4 4� /
• y VEGETATED 8 Irre Irregular Temporary Shape
KS � Permit West Endg p ry p
/� SAND MEDIAN, �� in/as Parking Median ,
/ Area 7.5'x18' 1 ' Depth 135+120+135+132+264
6/ /// l l� =786 SF To Area --g . 1 5
'/' ' / '?'' 9s , =135 sf Vertical Sides
O /- 786 SF Bottom Area
A . . 6 D x1 =135 Cu ft Center Median x1 Depth Q /L �. . 7 3 Bottom Elevation 4.50 p
. .O J 6 ' 18'x7.5' =135 sf Width Varies/Top Elev 5.5' Vert Sides (1 V:OH)
PA\QDA3&c, 7 � '' Asti o• ,_ Volume =786 Cu FtI f r Topof Temp �° F x 1 135 cu ft Typ Section at Median
�' ��.9' Width Varies Turfstone Pavers
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if /fn. �, �� c , _ 5.50 I
le erm 8 . 70 nominal 4" th
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6e, �' D 60 �" �1.9B from90 of �� /\ /\ /\ \ //\//\j/\//\//\ �
BLKD B `\t / / / / / / / / / /
Q 9 , , i\ \ \ \ 4.50 \ \ \ \ \�\ Area 995 sf o ^
z > q�d s��s O B �__ ,■ -I- 4.98 g* BLKD A \�\/ /\/\\/\�/� /\/\ \ Ln
—I 4CZ? ��.� % • ., 3B B B ■ 82 44 284 Bi ` k'n , '
= o o ff,^ c • , /1• 4 s 6 B B B ■ 4E
z z 4t .O` ,i . . ��'3 Sao r��i . . 7 8 B B B ■ o.c. ,
'. ., . `a ���,.. � 2 13 1 � B B B ■ 6 . 5 Irregular Bottom
D .. �. . • 7 8 i 9 BIV . , .in • . 7 Area 576 sf .
00 z Q. v, � 20 21 2 BRSc
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m i �. .ous, 0 Co 4ii 7 BOTTOM s tS BHI CLUB ROPERT /`
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11): � I B#4 9-21 07
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Q. Berm G 1 , D D Irregular Shape
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o 1 De th• Volume - 786 F 1 7 g C ►r p cu t
I 1 8 I r O •I C C , �� D to be Tem oraril Re laced b IB
°� � 8 .43 ,� i � i c c c &JD D . p Y p Y
1 I s i bI „ il c c �! in Median
I )120 p TOP OF ' o
IDIDIDI D(� 4434 p 1 MEDIAN D
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I 8 DIDIDIDIDIDI8.809 � � DO 2 �- SWANS QUARTER
70 ,ii - ______
ORIG IB## LiOCATION 6 7 D D I� 1 3/4,. D , TEMPORARY BHI CLUB
� 920 2 1 _ J • D 0 D OVERFLOW GOLF CART
Ifi �q D D D v, PARKING 1 74'x801 NOMINAL;
B A •
A !. I 0RIG OAD GATION ' I D D v �j B
-�1►.` _ I s BH LOB PROI - TURFSTONE, BUT NOT
k ►V _ _� w 8�4 1 q6 REQUESTING LOWERS
4
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6 �- A ' 6 ' 8 D D P -V •US P6
. ii \ f 6 1. �► IMPERVIOUS COVERAGE
C 5 :rrft------- a teivii '2 1 - , ter v• 1 ` PARKING SPACES A27,A28,A29
� AS 16 A 0 D ♦ AND PARTS OF A25 A26 B24 &
' .� I #5 � g i 9 � � A A A D �, D p D
DA50 A ` , ♦ BB5 ARE ON BHI CLUB
` Per ',-21 -07 22 28 ,2 .e� ,' ' —A
0 P I, rmit EXIST TREES ALONG 4 . 4 PROPERTY PERMITTED UNDER
LO T2 PERMIT?ET a ' w SW8-890106
TENNIS COURT
ED ROAD EDGE / � � ff D
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'� ,.•• O , ] AoOEo Nowrry ARRow,F zEO,'GALE PRE ACC[P.rvCE
A SWANS QUARTER PAVER PARKING AT DA4 1 "= 1 O'
`ThC ' /Q�j�•�/ � 1 �,,ry REVISION FOR TEMPORARY GOLF CART PARKING A
\ / ►T T► �" I"< .9•••� REV51ON8 DArE D sc
INFILTRATION WHENPLOTTED^ON 24 X36 ARCH D 7 BASIN \ / O 0I 20' 30' j 0' 60' PRQIEGI BALD HEAD ISLAND LIMITED LLC
1■ I./.�,I 50' 0/'� SWANS QUARTER
I I I I I BRUCE MAREK,P.E.
4I SCH 40 ORE UIV PVC "EQUALIZTION PIPE
,,,w„..Min.., ....-: ... .•:r ,.va ':rl-l'd{L . ti 5489 EASTWIND ROAD
ACE •
S WILMINGTON,NC 28403
G (91 0)799.9245
T .►,",,1►I11 [e-mail] AR AON-SITEALWAYS VERIFY WITH GRAPHIC SCALE lwry: S ALDHE D &CAMA 121-07
DRAINAGE Flu BALD HEAD ISLAND LIMITED LLC
$TORMWATER 2020 THIS REVISION: _1¢y0 ,,.
SCALE I"=1 O'-0"OR AS NOTED DWG. REV.
LAMA SETBACK wR ��24 i•c_
7 6 5 4 3 2 ! 1
APPROVED
t CAROLINA ENVIRONItE,
MANAG LNT COMLIMiloN
G-D� 8//,1O9� 5cca8 o ''8cs t

I LEGEND
SYMBOL (NEW) SYMBOL (EXISTING) DESCRIPTION s \ivAN , s QuARTER ,
CONTOUR _ .ti,-. ...,.. •
10 __ ._ 10 _ ' /
- - 10 10 SPOT ELEVATION ��._ .,► ;;,i
: ;' :°=
IIP. 1 BALD HEAD ISLAND LIMITED LLC0:44'44 �� �►�+ t
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1 40+4- ♦ BONNET D 4 11 4* mil,` IP 1
I - FIRE HYDRANT ASSEMBLY SAND PIPER +
101 SCHEDULE OF DRAWINGS
TRAIL `, evs,�►+► +ice �rrri� a'■■■tir1�e/ ■i..`
N GATE VALVE r VOW'•I��I �1,� ,•11, �• •�, �t
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®I �I BALL VALVE HEAD WYND , 1, ,p ♦�4i �. �j 44 �►i '. 1►
COVER VICINITY A\ #i�#+��i�NIi� ��loi+; � '� • �: �� '►
PLUG VALVE D LOCATION NAP A\ D SCHEDULE OF DRAWINGS �i����+�� ����ki r i• S.. t
., C 1 EXISTING SITE +sr�"Ass ►• �. fttir./4 �"�i♦ �4�'
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OHE -OHE— OVERHEAD POWER
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C -3 EROSION CONTROL AND GRADING PLAN \\
r4NW tr Of 1 �� ,�,
UGT --- _UGT UNDERGROUND TELEPHONESk4
C -4 STORMWATER PLA\ _0
OHT OHT-w OVERHEAD TELEPHONE C- 5 CAIV A PLAN
-� GAS LINE
C - 6 WATER PLAN
__ G G . . _— �k I C I N ITY 8c LOCATION MAPo
.ai*- co
—w —w —w — w WATER LINE C — 7 SANITARYP. O .T.S.
SEWER P LA\ 8c F R Q FILE
L E NTERSECTION OF NC •
133 AND NC 211
rr
c -- SEWER LINE W- 1 SA\ ITAY SEWER PUMP STATIO\ , i'
�+ SEWER FORCE MAIN — �
W 2 PUVP STATION �'
DETAILS �` � �'�
��� TTT RAILROAD E- 1 ELECTRICAL PLA\ 8c LEGEND • CL
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—______NWHL_______ NORMAL HIGH WATER LINE P D — 1 PROJECT DETAILS p .. ' ,.,any 1
Of
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X X x . xw. -- - FENCE PD - 2 PROJECT DETAILS
i '.
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PROPERTY LINE ED - 1 EROSION CONTROL DETAILS " � , r
�.—.— PERMANENT EASEMENT z
MAP PROVIDED BY MAPQUEST i i i t t t Q
TEMPORARY EASEMENT VICINITY 84 LOCATION MAP ,,�`��0� /,��
�� CA�p
_ - �o�Ess�o �q (I)
N.T.S.
sF Sr SILT FENCERE -SEAL
030236 E i
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AUG 2 2 2007
%, ,� FNGINE�-R. c, .�-�
A 'PROVED
El INLET PROTECTION
�-� q(/l R. SHNcc\ NORTH CA OLINA ENVIRONMENTAL
B ''' MANcAe MENT COMMISSION
SEAL NOT VAUD UNLESS SIGNED AND DATED DIVISIO OF WATER QUALITY
STRUCTURE OUTLINE
HIEPC PROJ. NO. BHI0701 Vag/07 Cikatp. i ,----
CD CONTROL POINT
JULY 2007
*BM BENCH MARK _
_ .____ ___ SWAN'S QUARTER
10 6111 WATER METER
BALD HEAD ISLAND LIMITED, LLC
CONCRETE DRIVE
ASPHALT DRIVE
_._ -____ 3804 Park Avenue, nit A
r �� GRAVEL DRIVE
s Wilmington, North Carolina 28403
.4444*
______.._. , Tel: [phone]
. ''.'.' DIRT DRIVE Infrastructure �11g1f122f1119, �,[, Fax: [phone]
www.hipec,com .;
® , -_:•.,..*,,,Tt -')
BORE PIT , ' renewing aged infrastructure...designng new infrastructure to endure the ages
/„� REBAR, NAIL OR IRON PIN SET -�'j
4 _ �•� Bald Head Island PRIELEMNQRY DEMON NOT
Limited RELEASED D GOON COTUCTM kfl

`�_�..► ---_ / \ ,
1 ` ♦ /
\\ 143 BALD HEADO 647
\ �� ISLAND / ♦♦
/
\\\ MAP BOOK 12, PAGE 7 \
1 w ,
/ Lil
MUSTAFA NEJAT & MABEL M. GULTEKIN , \ \ I / '
(REPUTED OWNER) BALD HEAD \ ♦ / BALD HEAD w z
•
DEED BOOK 1368, \ ` / ` ISLAND Di LIMITED ' W a
PAGE 0813 , ISLAND UTILITIES \ \ \ \ i z c.I
(REPUTED OWNER)
1 148 1 DEED BOOK 643, PAGE 845 \\ ♦` 1 --,J 1 4; \\ ♦` DEED BOOK 350, PAGE 68 L
__ �,�-- , \ \ i In O
wv \ r -`\ z
�- �� + 45I�NITA WATER yJ `� ♦
STAGE ONE �'--A
/ -B#LB-H�Afl.._,. . . SEWER �` ,�at-ve-5 1 I O:03. w
BALD HEAD ` / \ � 4SSOCIATION SV _ N840�2..E- �1 , SAND TRAP
// ♦ (REPUTED OWNER ' E i
1 r ISLAND \ / ♦ ENE `N83=6_.�- -- 70.10 . ` BULK HEAD `�
\....\.,..---
�. MAP BOOK 12, PAGE 7 / , "E \ `` _,� -\,----'-_1--112.90_ ____-- ii /\ GREEN Q
\ \ /j
• \ \
// +4.6 ` `� - ) TELEPHONE;a t3�� ♦` I \ \ a
CO N
\ \ \ RONALD D. & PENELOPE K. MANCUSO / "` - - '\ PEDESTAL \,_
(REPUTED OWNER) 1 // ,-' ,, � . �' \ \ +4.8 .. \♦
DEED BOOK 1175, PAGE 0364 t / - q� �,, ♦ \ N� w• ♦ ������in�illl�iiii�,/��
\ , /� ��j/ r�/ .- \ +'t1o7�p V' SAND TRAP �� rr o
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r \ ` \ \ `,5' ` ISLAND CLUB INC. ' �-,, / ,, �r GAS ` ` \� ; I � (REPUTED OWNER) �/ `\ � ;\ \
BENCH MARK \ / / //-NRB +5.6Lo
1 \ \ + ` _�, �, •
, ��. - - -�_ _ DEED 800K 717, PAGE 1049 iulII U11 i i
COTTON SPIKE / / / .-% ' \ �` , c �. `♦ \ \ `,\ •. 3sS •`♦ - - - - _ °x i
ELEV = 6.30' ,, ,.,�'' ,--'' ❑ \ 1 ,\ / - \ \ ❑ c V '' 3�9 F - - -
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\ 4 \ it ©
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N 42,204.E 30 ` �� QG� \\ �. `5� r J \ � \ -. I I �) ,1 1 11 J I i i`. TENNIS COURTS ASPHALT WITH ♦ tu
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\ n N'\\ �\A �� \ \ \\ \ \ \ \ I I I PLACE) DEED BOOK 717, PAGE 1049 \
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LINE TABLE ' , �= \ \ ''ERB f--
\ \ \\ ' i `?©� N =�1 "~ ,s - \ �.N GENERAL NOTES: Q
LINE LENGTH BEARING \ ♦ I p -1.$0, . .. . 2 J+ , d
1 -j,\,9 1. TOPOGRAPHICAL SURVEY PROVIDED BY BRUNSWICK SURVEYING. _}' = X
-6-) \
- µ- -� INC FOR ENGINEERING DESIGN PURPOSE ONLY. NOT FOR
L1 8.40 N 42°27 29 W O0 II 1 `I A C 4 _ _
C� \ \ ♦ 1 } ♦ �+...,, `�.`° 7 RECORDATION.
L2 19.58 S25 08 28 E 7 \ `\ 1 \ 1 ` \ 41' .r. 2. ALL ELEVATIONS SHOWN ARE BASED ON MEAN SEA LEVEL DATUM
L3 25.31 SO4'47'27"W \ '. l It `�.6+ , /� G ` NAVD 1988. Q
\ i /`�`s ��t♦\C� �' 3. THIS PROPERTY IS LOCATED WITHIN FLOOD ZONES VE AND AE CO
EP 0�`,� of .. :
WITH ELEVATIONS INDICATED ON DRAWING BASED ON FEMA FLOOD
CURVE TABLE \ • \ \ '�/�� �� l I �� INSURANCE
DATED JUNE 2 200gTE . COMMUNITY PANEL #372030 0400 J.
RADIUS DELTA BEARING CHORD �S` SCF ii ,� 4. TOTAL SITE AREA: 3.25 ACRES
CURVE LENGTH _' 131.92 Xcs,\\ �``(� �\ '9C BALD HEAD �, 5. TOTAL DISTURBED AREA: 3.25 ACRES
C1 132.00 1061.35 7'07'33" S24 34 38 E Q ti C� 1p �F- IS AND LIMITED 1 � 6. TOTAL IMERVIOUS AREA: 1.41 ACRES
\ �,�yl� \ ��\\\\jQ EPUTED OWNER) `�.� �� 7. PERCENT IMPERVIOUS: 44%
'1'G <,\ /` ♦� DEED B OK 244, PAGE 258 -, 8. THERE ARE NO WETLANDS ON THIS SITE.
9. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE
�'`'�-\ p� SE` \\ COMMENCING CONSTRUCTION.
GRAPHIC SCALE �' '9 10. CONTRACTOR RESPONSIBLE FOR DISPOSAL OF ALL WASTE
�s ao so +� \ c�DO, C\ O�`� " `1 MATERIALST INDICATED.
THROUGH DEMOLITION AND GRUBBING
��,9 4\ �' 3 11. ALL DISTURBED AREA SHALL HAVE GROUNDCOVER WITHIN 21
\ ♦ CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF PROJECTu N0.
�/V \ �� GRADING: PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS B H I O 7 Q 1
( � ) 1 WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER} FOLLOWING COMPLETION OF CONSTRUCTION OR
1 inch a. NO IL
i
DEVELOPMENT. C- 1

�'�..+�- -� - .�`��• \\ /.
•
V-- 1 �\ 143 BALD HAGE EAD 647 ;IC'‘
/y ` ISLAND / ♦ w t �`\ MAP BOOK I2, PAGE 7 / \ is
1 \ ♦ / v 1
z O
MUSTAFA NEAT & MABEL M. GULTEKIN , \ \ / A
(REPUTED OWNER) ` BALD HEAD ♦ / BALD HEAD w
DEED BOOK 1368, PAGE 0813 ISLAND UTILITIES / ` ISLAND LIMITED , _a
(REPUTED OWNER) \ �\ \ {REPUTED OWNER) Z id - _..
A a 1 DEED BOOK 643, PAGE 845 \\ 1 ` •♦` I --- „ \ irk \ ♦♦ DEED BOOK 350, PAGE 68
STAGE ONE ' EAP -B7�L-fl-HEAD TI B -
BALD HEAD t ,'� \ � 4SSOCIATION sv \ N84•o•32"E� -� , SAND TRAP
♦ '(REPUTED 0 ER I ' „E 1�' ` tr
\ \ ISLAND �� \N83°5���_ -- 70. --_��\ BULK HEAD o
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/.l 53.91 ♦ 5.50 t \ ♦ r r. r
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` 4.50 ', ��(REPUTED OWNER) / - 8 \
. 1
DEED BOOK 1175, PAGE 0364 \ ,ram � '� ' BUILDING 2 to \•-,.. ♦ r �r��i�rr r'�'
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\ SHED r r Z G?
BENCH MARK \ \ �\ \ \ e
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COTTON SPIKE /� NRB / \ �` � r���rirnuiiti�\
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-�' / ..' \ FFE 17.10' \ II `� I ♦ \ �, . 36 ♦ _ _ _ -11
\ ELEV = 6.30 ,\ ❑ 1 \ \ 3\Sp ♦ - _ -
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�i ` / / \�, BUILDING 8 -� ,� '�`y /' (31
\ \� 7.00 \ 0o
-` 0`�``4G �� ' 6� ¢ o • v1 , / \\\, -�, P I EX. 6" WATER 2s 30 28 -6 z °ao t,\ 1 \ ide N' , �`\ 1\ 4 UNITS �, r'.- --14_1
, '•. \w - ♦ % ilepit \\ ,.%/ �`�' I n. ;� `'\ \ ,- (\\\\ 7, i /
p OG ` \v, , ()c'\ ` (/' \\ -- �`L- " ,� ---/'\ , l •, --- s����_ -`-- G -" �7'. / �! �J wv. . } " E c
\ \ \ 1 1 _______________
\9-' I \ \
...'( \ '-'1 \
-A -S- \
G� 5.5 \� �°�• \ \ 2.3 t \\ r ,- s U
I 5'7 �--C-- - '--{-' 1 [ (/) ,
/ I N\ ycA /� '` \ \ + `\, ,,� `,�A 2' 3-1� _... -� PROPOSED 4 UNIT �,
\ l \ \\`� /� \J `� 1 \!, 1 * 1 O. '' ❑ T BUILDING WITH `-'
p O \ k ` / , - III BUILDING 5 t� _ 2 ;., - o,
Z
\ \\ ,t\ /� 5 �� i I 4 UNITS CONCRETE x - J�J �, DIMENSIONS (TVP.} y
\ y \ \ 1 / _ . / ` • • MASONARY o' b
*--Cn EXI TING I
v/ / FFE 1610 ' ` il
� �Q MAG- AIL ( t i\' / / \ 7.2 r I \ •
i�.- ` NAILr•-•181I 1j-18--1
L\ \ ♦ \ A t /I \ I�! i- \ X. 4" . .TER N I
c w
t \ I' \ G ♦ ZONE VE x I 1�"\\ `� � \ _ r L. am + I lip4 I I �� �, EL 14)1T 18' 1 ,!
1 • [---16'---I co -00
\ \ ..,_ . -4- -
O 5_ _ � ♦\ ,\ 1 \:%, 1 ( Ir o,,.., i 1 lb
I--24 N 42,204.E -30 f�� �\ \ � . SHED 1 , \ i o \♦♦ -"� :2,.....
r'
611
;i:
E 2,301,499. 775 , \ IN • �'� fl,
�.c\ p \ --
\-7 � `\\ 4- \ I \ \\\' i , , cn I
,� � \ INFlLTRA110fpi50 �\ r ■� T.,,,y \ \ `'' `c + ` BASIN 7 SEE \ \ , \ °'\ Cp ,yra rI w
`!-o '0 \ ` �l cJ' \ ` ♦ SHEET C-4 , I I 1 I ; ♦ C
ti9 y \� \ \ i \ � i \ 4.5a \
\-.6)5:-A
O ` + . \ \ i \ \ IIIIII BALD HEAD GAZEBO BUILDING WITH� \ O \ \ , 4. 0 +4 \\ \ \ i , ' ISLAND CLUB, INC. \ DIMENSIONS
VARIES r 12'-0„ 2► VARIES pn \ L N ♦ �\ \ \\ �� r (REPUTED OWNER)
r \ \ \ \ \ i I DEED BOOK 717, PAGE 1049 •
-°12'�
1'-0" 1'-o' \y X
�,� ♦ I ` \4,6,,,\\ / \` \ \\ \ / \ •!.43V --7. i i CONCRETE ♦♦ NROCK I ROCK -1- \ \ % \ \ \ j. ( r
SHOULDER ' SHOULDER ✓ \ \ i \ / BUILDING\7\ \ /l\ \' t - S8512 33"E MASONARY a„ FT. \ ` r \ \ _RB NAIL
3.� 3. \\ +6.6 \ I , t 1 / \ ♦ 4 UNITS \\ \ \ , I � a�► '=7--__ _ R
\ - --- UTILITY SHED WITH
\ \ ♦ \\\! Il ��\ (\FFE 16.10 \\ \ \ \ \ \I 7.50 \_ __ - .8---, xIONS (1YP.)
NOTES: \� \ \ \ ` �". ,! II 5 CD Gdukz Z
iii
\, ,` ♦ C....,,,,„ \ ypia L .mow i! ,� \ U ..,...ter _Z1. DUE TO NARROW WIDTH NO ROADS WILL BE ` \\ ``` � 6 \ , 5.1 \ \ \ I - " `� �il� --- --.-- STRUCTURE DIMENSIONSI i
CROWNED. ALL ROADS WILL SLOPE FROM iC °� ` `°' 4.� G44O/ \ - _ \ \ \ I I --- �►c , C3ONE SIDE TO THE OTHER AT Y4"/FT. y \ ♦ \ �C \ _5 r■ Cr Lr
tr-c) •
/ LlirIIIIIIIIIIIIII
2. ASPHALT SHALL BE1Ni THICK WITH A O� \ \\ \`/V6 . `.,,.•-- .r �,a l \ 4,8 ' x �� i C�
GRAVEL BASE OF 6"
` \ \ \ J �S \�� \`-♦ _..\ \ \ + �3 '�������' ' 2
L �3 Ti111
f
\ ♦ 1 `ci \ -� -- \ -.._ `` ti '`.< o BUILDING 6 -- Q cc
rr%\ D ETAI L BALD HEAD ISLAND \ \ s , 4`llNITS . D z Z
1 . \ �. ♦ \ -� FEE aer�to
DEVELOPMENT ROAD \ \ • t / � ---- -, -, ` '- --- , --
\ \ / I / '\\��- \- ..„.• °„ �. „law +a.:. �`` -.,..\ �5� ZONE VE o
NO SCALE \ (EL 15) ill v) 5
\ \► I / / 1..:'.." ♦ °� - , "4 �. -. \ \ Z Cl-
\\
. 1 1 I I -�,,`' N 7 -__ �- .- r-- _ ...._g.,,.\ 1\ z if2
W
LINE TABLE \ \ \p - ' \ 04 GENERAL NOTES: <[
` / O �4 - -- �, -�' 1. TOPOGRAPHICAL SURVEY PROVIDED BY BRUNSWICK SURVEYING,LINE LENGTH BEARING \ `� ♦ `" -'� ,. `` , �'-°�- `� `* ! I {L1 8.40 N42°27'29"W \__\ 1 1S �,��P _ t -"®`` "��"� 4 ` " '; 1 INC FOR ENGINEERfNG DESIGN PURPOSE ONLY. NOT F+fM
L2 19.58 S25°08'28"E \ \ � \ r 1 I �,Q` '�'�` �" � �� � .� �` � „�° `"' RECORDATION. Cn
1 \'\\ S - - _ 2. ALL ELEVATIONS SHOWN ARE BASED ON MEAN SEA LEVEL DATUM
L3 25.31 SO4'4727W \ \ \ \\ 4 � ♦so\\
NAVD 1988.
\ 1 .�`�\ ' �` 3. THIS PROPERTY IS LOCATED WITHIN FLOOD ZONES VE AND AE CO
\ EP 0 S'l1 o��j� ` ,�� WITH ELEVATIONS INDICATED ON DRAWING BASED ON FEMA FLOOD
CURVE TABLE \ \\\ \ \ 4,1* \�•s• ....1
,�,� DATED JUN RA2�2 COMMUNITY PANEL 372030 0400 J.
CURVE LENGTH RADIUS DELTA BEARING CHORD �S):�S �CF� ( �,� 4. TOTAL SITE AREA 3.25 ACRES
Cl 132.00 1061.35 7°07'33" S24'34'38"E 131.92 Xt,>iiXI°� r\ yc BALD HEAD �,, 5. TOTAL DISTURBED AREA 3.25 ACRES
\ � S, ti14 F C� �p '� ISLAND LIMITED ER) ` j �,1, 7. PERCEhI11MT ISM OPEURSVIOtJ,S44%1 ACRES
�4. �� �`';r� DEED4,
(BOOK 244,REPUTED NPAGE 258 ~ ��� 8. THERE ARE NO WETLIWDS ON THIS SITE.
•9 �� S+ I
9. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE
�y COMMENCING CONSTRUCTION.
GRAPHIC SCALE �� �� G'��� \� 10. CONTRACTOR RESPONSIBLE FOR DISPOSAL OF ALL WASTE
�'oo3 ,\// N\
\ '9i�r `� 1 MATERIALS GENERATED THROUGH DEMOLITION AND GRUBBING
ao 5.1252! ii4!!!!Ii .o �o ao eo 110 p \ A�CTMTIES INDICATED.
11.ALL DISTURBED AREA SHALL HAVE GROUNDCOVER WITHIN 21
•♦ I
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF PROJECT N0.
T ) o \� WITHIN GRADING;
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS BHI0701
{ DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
1 inch _ 90 ft. 1I DEVELOPMENT.
C-2

'� 1 / \ / 0Cr) CA m
STAGE ONE r
' 1 BALD HEAD �47
143 ISLAND
\/\
DRAINAGE AREA TABLE 1 MAP BOOK 12, PAGE 7
DRAINAGE AREA IMPERVIOUS PERVIOUS TOTAL \
1 8,768 SF 14�993 SF 234761 SF GULTEKIN ' \ I / o
2 8,371 SF 5,081 SF 13,452 SF ISLAND LIMITED A Q w 0 0
3 10,142 SF 16 014 SF 26,156 SF - BALD HEAD /
o: o s Z
4 4,776 SF 7,385 SF i 2,161 SF - 0813 1 ISLAND UTILITIES 810 LF SILT FENCE /
\ (REPUTED OWNER) I °� z N
(REPUTED OWNER) \ w
5 9,549 SF 101537 SF 201086 SF ' DEED BOOK 643, PAGE 845 \ SEE (1/ED-1) �) \ DEED BOOK 350, PAGE 68 w
6 5,953 SF 8,182 SF 14,135 SF \ \ — -�- - ` w c� re
7 13,021 SF 13,734 SF 26,755 SF i - �__ n N
8 576 SF 4,555 SF 5,131 SF / EIP + 4.6 / �.. o �,
TOTAL 61,156 SF 80,481 SF 141,637 SFkm ut4E �'� BALD-'HEA: ` ` \ /' ----5
_ ._ t�tB (2): N
`ASSOCIATION \ Sv 2 ' \ I SAND TRAP
BALD HEAD INFILTRATION BASIN NO. \ `(REPUTED OWNER), : _____ _ __:.,...A4n......____.....10,0,,N8_4•00'03 "E;
' rt Z
ISLAND \ c5' Y N83 59'36"E "' ' BULK HEAD I\\ I"" NAP BOOK 12, PAGE 7 ` MIN. INVERT ELEV. 4.50 � GREEN
MSL (SEE 3/ED-1) 83"59'36 E1 I�
' INFILTR\ 'n\ OExNsTIBASN IN N0. 3 w
\ \ — — x ) 1 ,CS` r N Q
f-
- ` +4,6 i ,5 ' MIN. INVERT E . 4.50' MSL N M a le.:
70 LF INFILTRATION SWALE ,-- 1 \\` 4 0
\ RONALD D. & PENELOPE K. MANCUSO TO MAINTAIN NEGATIVE GRADE b' .. / \ 25 ,\ _ \ , (SEE 3/ED-1) r
(REPUTED OWNER) TO INFILTRATION BASIN (SEE r4, ' .8 �".�•� `� �_/
\ \ \
DEED BOOK 1175, PAGE 0364 4 ED-1 r BUILDING 2 o. W ` I ������,���ii�tiiirrrr��''% O
/ ) ,G� 1� %.c....m �'� \ SAND TRAP ���P ��%,/ .^ap •�! /
�/5�.- ' 1 � 2 �' 7,50 � 6� 4 UNITS' � 4,50 . -a �, 0�., 150 LF INFILTRATION SWALE _ ., � , s ,,./ , •� :,-,-/ FFE 16.40 �z ws\�, TO MAINTAIN NEGATIVE GRADE p`, d�; [off
149 �� / I I DRAINAGE AREA 'F' TO INFILTRATION BASIN (SEE = o M0
\ \ / � + '" N �, - BOUNDARY (NP,) o' 14/ED-1) _ 93 . `�' r INFILTRATION BASIN NO. 1 / 5.I r l - N • I ;' _ 1 �\ s o nBALD HEAD � °' �MIN. INVERT ELEV. 4.50 5 / r . 6.00-'• \ QP,6,00 50 ISLAND CLUB INC, /
0
MSL (SEE 3/ED-1) / BUILDING 1 _ \ REPUTED OWNERBENCH MARK \ / 4 UNITs + :-- 50 ►� , 1 �_ G ( ) �,,,,rr ,��� Q
/ RB FFE 16.40' S. �` - ' I5,00 01:3 WATER — DEED BOOK 717, PAGE 1049
rrlili4��N
COTTON SPIKE I s — -
1 ELEV = 6.30' / '"f ❑ \ 17CE
5.80 5�.. SURFACE \ MJ
1
kA,V:D. 1988 r 5 �, �''' ��Ni , "� \ i 9S: EXISTING \ INFILTRATION BASIN NO. 4 ` /
EP r N-1 •' '%��P DRAINAGE AREA , \'� : :\:\T:1),
\ 4,50 I II-
O\ 5 5.75 ,I 5,80 RETAINING MIN. INVERTELEV. 4.501, ; • 10.55ACRES -- . r�--
90
6.00 :,,,,,__________;.,: 1 WALL MSL SEE 3 ED-1
O
50 \ lilt ZONE A:
I
DRAINAGE AREA s
N3 0.60 ACRES '6.02 o
. • ie.
KO
ExISrING'' +6�00 . • '� o +A 5 -1 o 6.75 '�` BUILDING 3 _ _ � `��3 F (EL 13) )1314\
55 LF INFILTRATION SWALE MAG-NAIL \r 5�', �/' ^ 4,50 ,�~ 1117/7/4/
+ 6.0 \� I' 4 UNITS ,�h4,60 '--- �`
'� GAZEBO 5.00 1 FFE 16.40 ' -
TO MAINTAIN NEGIATIVE GRADE +� o - / 25 7,2 5 .01 8 ,
TO INFILTRATION BASIN (SEE \ ,' � -`''-=4--'_ .�/ . ----��� � 5 � 0 � t �\ SEWER FORCE MAIN u` + \ r, _ °�
4/ED-1 7 - -mow' .40111 ,.
6.00Ell 0 \ g
0
\ .
, - 7 25 �' , n TOTAL AREA w ��'' - 5 ('TVP.) SEE SHEET ,....401111111 ❑ 6
- ✓ 0
,' ,�, 3. - *, 0 DRAINAGE AREA N o a
(- _e -� �_ +7;5 N' ° U •TILITY
P4 0.28 ACRES ro o
25 ACRES 0� C 6 UTI LAN '• �
iaL
\ l � 4'0
t • •o:. o _• • 16 7.25 7•25 - 4. N FFE 16.40 10 > \ N r-Ii
\ \ - ✓ % ' �� -, � ) BUILDING 4 / c `.°
6tool 4 UNITS
• • •_• • % ` GAZEBO z" P C ' �� F
6DRAINAGE AREA% mtt
( DRc� �•.� ►•. 25 %p`�- �' J `_ ¢' .0 o `7
0
"A r(
7,
/ /` / \ 84LDITGSS1. 7.2 1 - ' • . 7.00 7.35 -� § , �J t ,, `- 105 LF INFILTRATION SWALE z t• .?�' 7.25�1, , J �� ti ,�o I TO MAINTAIN NEGATIVE GRADE �o
\ 1- ¢1 / . 7 , \ FFE 16.40 6.2 _ r -f 1' 1 7.00 l 2���'-- j p�� TO INFILTRATION BASIN (SEE 0. o r
F< DRAINAGE AREA ,/,• r -- T, �1'�C�. K 7.45 F , - O1 u" `�
_,-6- 9
CONSTRUCTION ENTRANCE OS) 8 0.12 ACRES/ '\ 80 LF INFILTRATION --r o / �� _ �--� l _. __ _ • 720 �) / w�l co c
SEE (2/ED 1) �1��` SWALE TO MAINTAIN \\ \ 'r- L > II -,.-�� _ `" , 3
. W J Z
+5.5 , o,. NEGATIVE GRADE TO \; ;` 6.00 .�.__ - -----
r---- —_5-
,. i,„
p,��'p �'\ INFILTRATION BASIN \., '7,,-
---. ' -`' c> / 5.50 NS',S 33uVCr---- utb
....
tL�\ (SEE 4/ED-1) �,. '� 7.25 .,/ 77�P' ) , FFE 16 40' I 1 0.08' ❑ ' o-
I / :I CONCRETE X y
20 '\\ - )'\ 6. yr _ I: / BUILDING 5
EXISTING 1 I \ �� �/ 7, * ' y`A
t 4 UNITS ��f� NAILMAS
EA
_� o
MAG-NAIL �. j
INFILTRATION BASIN NO. 8 X DRAINAGE AREA e a DRAINAGE AREA \ �EX. 4" .TER E""�'� a
,`/' '�� 240 LF INFILTRATION SWALE \ �
MIN. INVERT ELEV. 4.50' MSL \ 7 0,61 ACRES 2 PYQ • r 0.48 ACRES il TO MAINTAIN NEGATIVE GRADEZONE VE xL.L. �„SEE 3 ED-1 I TO INFILTRATION BASIN (SEE EL 14 t'--' 1
{ / \ + •,4 5 \ 5.5 0 k ( ) STORMWATER NOTES:r - SHEDS ETC.) AND\ `\ ! ; 4/ED-1) 1. ALL ROOF DRAINS (BUILDINGS, GAZEBOS,F -_ �, \ 1IE ,I �o \ DRIVEWAY RUNOFF SHALL BE DIRECTED TO THE SWALES OR tb
4c F6 +5.9 �, . . , I-11�? \ INFILTRATION BASINS WITHIN THE SAME DRAT `'✓ a °j
N ,301, , 30 F` O< �` ,.5.p, 1 y , II .,o 2. SEDIMENT IN VEGETATED SWALES SHALL BE REMOVED WHEN THE II---1 -� of
E 2,301,499. 775 O� • I1 I CV v.) .0
O . 6,00 r18' SWALE DEPTH IS LESS THAN OR EQUAL TO 10 . ��• ro
`- 3
y� \ NOI . \ ° RS. I , INFILTRATION BASIN N0. 5 3. 16 PARALLEL PARKING SPACES IMPERVIOUS SURFACE INCLUDED _1_ c c
-o �, �,, '�.•0 R5 \+\,,,
MIN. INVERT ELEV. 4.50 MSL \ ROADIMPERVIOUSSURFACEFOR ALLCALCULATIONS. —
'S- >? 'S 4. ALL INFILTRATIONBASINSSHALLBEPLAN EDWITHWEEPING LOVE-7 �O-5, .`9 o. o. 6.00 4. d (SEE 3/ED-1) \ x�\� < 9 \ \ -�- ,2 I GRASS AND SOUTHEASTERN WILDFLOWER PER BALD HEAD ISLAND
G'�, p +.. \ 4 \ \' \ BALD HEAD AS SOON AS 8A�a1NS ARE ESTABLISHED. SEE SEEDING
-' 'pi 0�i \ \, \ _ w>...y >1
r ISLAND CLUB, INC. SCHEDULE.
\ L L \ , 0 6 5 / �� 7 • / WATER LINE (TYP.) (REPUTED OWNER) 'S• ALL COMMON AREAS OUTSIDE OF THE BUILDINGS INCLUDING
O'" 205 LF INFILTRATION SWALE 1 �' , \ . /21+_77
> SEE SHEET C-6 DEED BOOK 717, PAGE iO49 \ INFILTRATION BASINS AND SWALES SHALL BE CONVEYED TO BALD
\ TO MAINTAIN NEGATIVE GRADE \\ � .. \ HEAD ISLAND LIMITED, LLC AS EASEMENTS AND RECORDED 8Y
FINISHED GRADE SPOT ELEVATIONS �"��. ` TO INFILTRATION BASIN SEE \ 1 v \ IPCONCRETEDEED WITH BRUNSWICK COUNTY•
( �\ ` .. S8512'33"E MASONARY
/ \ / BUILDING 7 RgNAIL O
IS SWALE INVERT SPOT ELEVATIONS 4/ED-1) 6,00 `)
(SEE 4/ED-1 FOR CROSS +6.6 1 y1 4 UNITS5` / !�
SECTIONAL VIEW ` �- - --
1 FFE 16,40'� \o £�7 .`t �� SEEDING SCHEDULE
\ I • y, •\c5� ti—� _., I. INSTALL JUTE MATTING ON SLOPES OVER 3s1.
��`, ' . l \ + . 'a - _ '. 5 I'- ` L -- _. ` -__ N11:.. ■..... _ 2' OVER M SEEDDWER UIX AS ED.WEEPRIG GRASS AND SOUTHEASTERN
C S\•'��� i. 5- - \ 4 ,, - = rn • I 3. 18S 1NEF�PMjp/LOW GRASS 1 o 1 PER AUZER te. 0
\ \ '1:
\ ,
\\. 5.1
�'�] ;'1'� \ , 6.2 5 v � 8. 2 GAL. UYE PER ACRE. w
------
„,,,,
\\\ nLTRA11o: aAsINNo
• __ i4. 7 P8 :or
o �� , ,:,.._ " , 6,..... Id nill
.Q
MIN. INVERT ELEV. 4.50' �9g" '00 s•, •'BUILDING 6
t_7
O
MSL {SEE 3/ED-1) \ 1 g ` 4 UNITS I -- ._.�__...__--_.___ _
1 1 0Z
..4„7
, \
..�"� ONE ------.1
� W
(EL 15)
."41
LINE TABLE ' ,J f 4ii 1� •' --____:::-\\\\v 'i)
=.`,� `
ii
O �. .. �" GENERAL NOTES: Q m
LINE LENGTH BEARING \ +6,8 \ k
'Q♦ 1$ w..._,. -,:: �� -,..,
O,� /q ,64 or f_ __�`- ` 1 1. TOPOGRAPHICAL SURVEY PROVIDED BY BRUNSWICK SURVEYING, Liji
L1 8,40 N42'27'29'"W \, �'QC ~- CY
'`+; ,,,, '--- _ I INC FOR ENGINEERMrG D1 PURPOSE ONLY. NOT FOR
i -,,�� t
L2 19.58 S25 08 2$ E li �s _ '"`'�*•+' RECORDATION. 0
` r --_
L3 25.31 SO4'47'27"W 6, �� �' �` 2, 1ELATiONS SHOWN ARE BASED ON MEAN SEA LEYEL OATUM I—
1 INFILTRATION BASIN \ ,_ vNAVD V)
\\EP
,c�0• N0. 6 MIN. INVERT �� C t‘' 3. THIS PROPERTY IS LOCATED WITHIN FLOOD ZONES VE AND AE
O S� ELEV. 4.50 MSL ��ip w____— WITH ELEVATIONS INDICATED ON DRAWING BASED ON FDA FLOOD
'9 SEE 3 ED-1 F INSURANCE RATE MAP COMMUNITY PANEL #372030 0400 J,
CURVE TABLE �,� ( / ) �\s �� DATED JUNE 2, 2006.
CURVE LENGTH RADIUS DELTA BEARING CHORD S'J• S �«,. ��� 4. TOTAL SITE AREA: 3.25 ACRES
C1 132,00 1061,35 7"07'33"" S24'34'38"'E 131.92PROPOSED RETAINING ���G qqBALD HEAD 17
_- � 5. TOTAL DISTURBED AREA: 325 ACCRESWALL (TOP ELEY. 6.00) �� O OO'f" ASS0CIATION 6. TOTAL IMERVIOUS AREA: 141 ACRES �� �\ �/�`�� DEED(BOOK�244,, PAGE 258 D OWNER) ~~ `' , $. THERE ARE7. PERCENT A NO WETLANDS xON THIS S E F I UFO
�/q���` ` 9. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE
GRAPHIC SCALE }' so> G'E`J, 360 LF SILT FENCE \ ,! 10. CONNTIRACTOR RESPONSIBLE ENCING FOR DISPOSAL OF ALL WAS E BY: ` � ' ,' �1
Q G� '9 j SEE (1/ED-1) ` ` MATERW.S GENERATED THROUGH DEMOLITION AND GRUBBING
GROU
WI
IN
Xli �• 1f° cF� O,J, \ �' ` AGIIVIIIE'S INDICATED.
q� 105 LF INFILTRATION SWALE 1`` �, 11'CALENQAR F �� R21 PROJECT NO.
O,t, ` TO MAINTAIN NEGATIVE GRADE 1� ANY PHASE OF
GRADING; PERMANENT P DR ALL DISTURBED AREAS B H I 0 7 0 1
( mom )
i bah TO INFILTRATION BASIN (SEE + WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
4/ED-1) DEVELOPMENT. C-4,
,

GO
a_ a_ m
j
4
w w
� r
z � �J
o g z .
U � O
Z W � C'
8' MAX.t t
O
to N
STEEL POST � �
.._.,II I r , R WOVEN WIRE FABRIC' � MIN. 12-1/2 GA. SILT FENCE GEOTEXTILE FABRIG
14 r, �► INTERMEDIATE n ,�MIN. 10 GA. VO. �. WIRES0LINE WIRES N ` ¢ 7g=r:c):ZI
ON f� ::_=C
SILT FENCE FABRIC '; IFILL SLOPE
ofr
ottl 11. INSTALLED TO SECOND '� mitooll
WIRE FROM TOP # �� , N z (47.,:GRADE c� $," • • \,� , P` J, %� aa^111111 ��-� i fir- r-� r- 1 1. 41, --� i` . �uuF= I - M - - - GRADE ;O�. cG� i6111=110 Ilr,llr-;11 ii#1 L �11*1111,;ll#ll11.=11,#licllr=11011'PIL`llPll—.IIIIF�IIOH .II .11*11, IP1111 ► =.u=ita ; -!iIA= =v �� s ` UII L It11 it 1= -
o I II— 6 MIN. COVER "' "' cam' zni' 11' I I- t1- OVER SKIRT `2d ``' �'`'� o�_ NOTES: C\i %gyp NZ. N
=1 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED I— .IF %ti Q\,. Q
4 1-^ 1/4 ACRE. DO NOT USE IN AREAS OF CONCENTRATED FLOW. t
II ANCHOR SKIRT .''7,�!!l/IIII��II'\\\\\\\\
1di ,(1 2. END OF SILT FENCE SHALL BE TURNED UPHILL. r- II _
u i_ 3. FOR REPAIR OF SILT FENCE FAILURES, USE #57 STONE FOR �JI
H I cI ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. uCtl—
FRO\ T V - W S D - V -W 0
z
('TT DETAIL — SILT FENCE LI
NO SCALE Pg
Pg
rrY
(43
50' MIN.'i\\' . tIo
q
O• •p �'O O' .O O.O. p' po 'pO' 'O.' O.. p' D O b'a'p' d' :.
\
d N •C
C N CO 00 p�p
o, o ' • 0' C O LJ
. 'p• .' o .• p•p .p ' n 12' OR WIDTH OF M M 8
EXISTING o •o. ' #57 WASHED STONE • •'a• •i% • °' PROPOSED STREET .S.:3! ' C1'
• U .- T- o
• OR DRIVEWAY,
ROADWAY .p a • a •. 'A o' • °` • WHICHEVER IS rn ' j
• •• o•o• • . GREATER. INFILTRATION BASIN DATA a Q e ro s
p 0 C7
C A a' a• INFILTRATION IINVERT INFILTRATION INFILTRATION BASIN Cb
•o. o' o . o o o• . 'a th •� C
o o \ BASIN ELEVATION BASIN DEPTH STORAGE ELEV.
�'- 3
3:1 (Min) 1 4.50� 1' 5.21' ;
2 4.50 1 5.26' +a
PLAN 0 3 4.50' 1' 5.14' �' 'C
MIN. 4' // ii 5 4.50' 1' 5.32' BRINEJ CI:
ai
SEE PLANS 6 4.50' 1' 5.21' c
EXISTING I 'L 7 4.50' 1' 5.25' CU ai
ROADWAY 8 4.50' 1' 4.94' c ar U
o n
— Centerlines
$° •
: o I I
\ FILTER FABRIC NOTE: BOTTOM OF INFILTRATION BASIN TO BE IN
RESIDUAL SOIL AND HAVE A MINIMUM 24" SEPARATION
CROSS SECTION FROM THE SEASONAL HIGH WATER TABLE. roo
NOTES J 1 DETAIL — INFILTRATION BASIN
1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE NO SCALE
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. ,q
2. TURNING RADIUS SUFFICIENT TO ACCOMODATE
LARGE TRUCKS SHALL BE PROVIDED.
! 3. MAINTAIN IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE WILL
BE NECESSARY. CONTRACTOR SHALL MAINTAIN
AS NECESSARY.
4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE
ROAD SHALL BE CLEANED UP IMMEDIATELY.
5. FREQUENT CHECKS OF THE ENTRANCE(S) AND
TIMELY MAINTENANCE SHALL BE PROVIDED. 6' (Max.) �Q
6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS
AND EGRESS UNTIL SITE IS STABILIZED. J co
7. UTILIZE FILTER FABRIC IN CLAY SOILS. ® —J
r 3:1 (Min)
2 i DETAIL — CONSTRUCTION ENTRANCE `` —1i , , i = w
NO SCALE
VARIES AS NECESSARY TO CONVEY Q
i STORMWATER TO INFILTRATION BASINS D Z
C e 0
!�-- Centerline Z OC
I (f) g
� DETAIL - VEGETATED SWALE <C o O
NO SCALE W_
z
O
m CO
0
tX
w
PROJECT NO.
BHIO7O1
ED- 1