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NOTES:
DRAWN BY
ORIGINAL LOTS RECORDED IN MAP CABINET 28, PAGE 110, BRUNSWICK COiTY REGISTRY > FT
SURVEYED 8Y"
DASHED LINES INDICATE LINES NOT SURVEYED e°� 1r•�1
1 '0 ROS•`/y�� MT, JT, RJ■
1 7 I M.C. 2 1f0 8, 03-03-2008 d
1111111111111III B0048 P0064 13'36:14.000CHECKED 8YIIIIIIRegister ofbDeeds page Robinson > R. JORDAN
Brunswick County, INC 9
g DATE: '
09-04-07
y F
N 14.25'59" W _ — LEGEND A G D R 0-2\o S:
/ 25.01 _ — — 01-18-08
_ EIS - Existing Iron Stake � o S ArvB
02-29-08
N 1 3"1 6'34" W — g uRr
NJ
®� 36.51 ' _ EISD - Existing Iron Stake Disturbed Pa
EIPD - Existing Iron Pipe Disturbed
y �� N 13 17'06" W EMN 1 SIS - Set Iron Stake
\ (� \ 62.65' EMN - Existing Magnetic Nail o
'� N 19'57'38 W Z\ SSMH - Sanitary Sewer Manhole a
(� / EIS Z P.O.C. - Point of Commencement
\ \ !✓ / 2 5.42 EIS P.O.B. - Point of Beginning
+ , S 75.14'50 W ,
\ �! 1 4.02' EISD \ \ � 6'- o I John Alan Holden
0 0- John Alan Holden\ PARCEL 3 VICINITY MAP PARCEL NO. 2328F011 MAP CABINET 28PACE 110
\ �\ NOT TO SCALE
MAP CABINET 28, PAGE 110 TRACT B
TRACT F M C�
� Mo
\ 1 � c�co
EIS �\ I p3 50 25„ W w N N
\ Np N 585051 E W �13• �-
P.O.C. 36.64' r'� N 03 44 9 '��- U�
/ EMN 410, / F�r`N X" IN CONCRETE \ 8>_ 00
Al 162!'10r C h so28',jlei CID � Z� �S Z
' O
Z �
� 1g14•, "E P.O_�' Lot 1 � � - W � z..�
75,094 sq.ft. , / `sip" S 1249, S 31"39'57" W �9\ '
S 6.39' 6 61 cn
s 1 .72 acres \ �' �� �99,0 w
SIS s Holden Beach Land Group, LLC
10' X 70' SIGHT ��• PARCEL NO. 2328FO1101
EASEMENTS \ s ��_ \� MAP CABINET 25, PAGE 110 D
TRACT G �� \
' \ EISD i � // \� -4- \'
S X" IN CURB F--i
V10
61
\ fir'
is 56 ��� \ John Alan Holden
S 57'26'24" W EISO �� / i PARCEL NO. 2326FO20 C4�0 _-21
` 1 2.62 S Lg �xaP �\ MAP CABINET 28, PAGE 110 o
TRACT B v E
6`• ACCESS _
�s�9 FASF.MENT' of Q�U?F i r� V
I-
30' ACCESS
I \ <L SSMH EASEMENT \ �
S 58.18'36" W,,---" is� 1 \ \\ 1
z u�
NOTE: S 58.18'36" W/ \ \ '� -'j-
AREA BY COORDINATE COMPUTATION \ 56.09' Lot 2 �, N pp
10' X 70'
�► EIPO SIGHT 1N Y r
� AC)�/ ' \ :. EASEMENT 251 ,40� Sq.ft. �" F'`'1 -r
I, Ronnie E. Jordan certify that this plat was drawn under my c fir`
supervision From an actual survey made under my supervision ;''2,}r�SS/rJ '%;Mg''^ �;� \ rTW� C.31
(Deed description recorded in Book ML— Page 11 etc.)(other) ? 5 �� \ 5.90 acres 0 O
that the boundaries not surveyed are clearly indicated as dust ed a /`t(_ _ ��
from information Found in Booms$. Page 1 10 - That the ratio_ L-2556
] of precision as calculated is 1•�_D00+ ; That this plot was \ N r h a
1 prepared in accordance with G.S. 47-30 as amended. Witness`•. ?D "°� Off,' = \ CA `J
I my original signature, license number and seal this 29thday >, •�
of Feb. A.D.. 2 08 L
• L - 2556
SURVEYOR LICENSE NUMBER
\ a
North Carolina, Sampson County a
I, A Notary Public of the county and state aforesaid, certify that \ U
Ronnie E. Jordon, a Professional Land Surveyor, personally appeaorered \
nstrument. Witness myore me this day dhandn�nddoffcialestampuorn of seal,the thisf29thday >
DO of Feb A.D., 2008 ���{�•• �r�t,r�r,,. \ !"
r .
o
L p3 5 1 U My commission expires May Sth 2010 ; rr - n; \ `r\ 5 QZ 45 Q
I, Ronnie E. Jordan, Professional Land Surveyor No. L - 2556, certify �o #% �4.; . Fp; tt 'a \ 'r Steven H. Dula, et uX C� ' tY3
Curtis Strickland Jr. PARCEL NO. 232CCO55 I V) �--1
J That this plat is of a survey of another category, such '$'� N 88 12 59" E , n l
as the recombination of existing parcels, a court-ordered =�. •"° "••�' �,• -` ,� \ PARCEL NO. 232CCO56 DEED BOOK 2336, PAGE 736 �LJ Q
other exceptio to the definition of subdivision. r � �y�!1 \ r 50.06' DEED BOOK 2093, PAGE 560 MAP CABINET Q, PAGE 312 n
•n e, MAP CABINET Q, PAGE 312 0 �-•�-{ z a
^I. RONNIE E. JORDAN, PROR S TONAL LAND SURVEYOR NO. L - 2556 \ X \
O
nN 88.02'23" E 0 Z
77.29 ' U Q.)
r \
Fred H. Wellborn, et ux -
ll � PARCEL NO. 232CCO57
DEED BOOK 1599, PAGE 1233 Fl z
\ 1 S 28 04„ w MAP CABINET Q, PAGE 312 Q.�
7' • -
�' O
\ S� Lr° tk n° LL_
/� �CEIVED Review Officers Certificate \ \
U
7, State of North Carolina
County of Brunswick \ \�� Amanda Flowers '\il L JUN 0 2 2008
PARCEL NO. 2328FO18 / 7:
Z 1 Review Officer of Brunswick County, certify that the map S 1� Q)DEED BOOK 508, PAGE 395 BY: (ij� U (t y F"
or plot to which this certification is affixed meets oil statutory requirements For recording. \ -,
Z \
0 a
� Review Officer
Date \ Sheet of
•

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N 1 ° 0 6 ISLAND #3 EMN
1�t �
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FT
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CHECKED BY
e
p R r>?? 2 5.4 EIS \ pZt\�P�\E / 15 \�\ SIGHT
. wp> EX. 2"OAK !`W\p \\ EASEMENT }c,�� �o J.G. TEW
v ' ' EIS \ \\\ ME w
\\\ \ P�q `/� �s 75° 1 yr A \ RD. S � DATE -
07
0 o EISD �•• �� V1L
:. .. `A REVISIONS
\\ 1 \\ LANDSCAPED \A 09-13-07
VICINITY MAP 01 -18-08
...'..'...'..'�, ISLAND 4 %
/ ,/ EX:''22:Y IVE. OAK'.'.'..'.'.':.. '.'.' .. \\\ # \\n S GHT 70
// \ `\\ \ ce�' `` \O \\ 20' UTILITY \� EASEMENT NOT TO SCALE 03-24-08
I! \\\ \\"\\ a\\ O ��% / \\4 , /' 22"LIVE K ............... .. \� EASEME \\\ \
I! \� \\ \\ / \ / oo 04-16-08
// p \\ \\\ oo , / do'
EX. CB \\\
« r ri , \ TOP FL=41.30 \\\
BIKE RACK ON INV=37. ,
p��/' EX. 24"LIVE OA \� ,.� IX. SSMH
11 \ d \� ��/ , �' FOG/ / .CONCRETE PAD �� €I \\\\ I 5�`��10 51 E TOP=42.19
SEE ETHICS 5 5A & 56•'•'.'.'.'.'.'.'.'.'.'. ��\� �p INV. !N 35.7.
0 0 1NV OUT- 5 5'
QQ..Q... 36.64
a 1 i o ° °\� °" John Alan Holden
u EL / / \�Sl / /� \\\ \\\ PLAT BOOK 28, PAGE 110
« �gM `IP Nj LIGHT DUTY °'� ZONING: CO--C-LD
N\� \
D.I.P. IX. UP��'' �,-/ ������� / \ SEE DETAIL© E . 20'PE g �o `\\� \ PROJECT TBM
n o « \ WATER O / - pS�pP 20 / ETEcrABLIE oy .... ' :. \`� \� RAILROAD SPIKE
r ri �� G� IX. TP / \AN / / OMBINE CURB & GUTTER WARNING C� AU \ \%
-\\ EE DEAIL 8 �\\ IN 11" PINE
« a / , S1 8O 1 / SURFACE �F \
'o_ / g / 90 ASPHALT �� EIS
WM / SEE DETAIL 10 ,o '. HEAVY DUTY .' \ \
a n � �� r�✓,,- �� G GP '•�•. \ \� ELEV.=42.85
30"OAK / EX. 30"LNE OAKOMPACTOR .'•(SHADED AREA'.'.'.'... 15'R `�' \`
AC SIBLE KING SEE DETAIL�6 '.''''
PROTECTED" SEE AILS 1 2 3 & 4 0 W/SCREENING
« WALGREENS LE
�'GH� \ PYLON SIGN DSCAP
25' 5' \� Is #2 DETECTABLE '� s 4 TRANSFORMER. :.... nA `�\\\\
s \
3 WARNING s� ••••LOCATION . . ... .. \ ss, NIX
UP \ �b COMPACTOR
SITE TR GLE S SURFACE °°
SEE DETAIL 10 W SCREENING �'c�90� ... \�
\ D� / F y IX. C818
`\ EX. 20 1jQ o c7. \ ` TOP FL=40.66 F---�
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................... \ \�-3� Cn Q1
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O . . .. \
s:....`... \\ 00
TOTE ENCLOSURE ...... fir.'"�..� \
ri
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/ O *EX. s°9A GQ� ���� :.. .:.:.:.. ::.'..'.'.'..:'. .'..'.'.'. TOP FL 0.64 \\"\\ U 00
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r IX. UP \ F ......... \� Y�1NV-36.6�G� �.'....................'.. SZOH\ \ \\\ n
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... :.............'.'.'.'.'.. �..... 10' X 70' SIGHT �` p,
INV.=38. \Q \ cps e \
�('.
EX. WATER o�y �F� EASEMENTS 01Q `` ���\ s9ti \\� V ) Z O1
�a L \ ,QP �'6 '......... .... / IX TF(2)\ t
EISD , LIGHT DUTY �c \ \\ \ `\\o
N�Q S J ASPHALT R WALKS S�PG 1�0 9CF: :: a--_. \ CID `\o\\ ��
18 SEE DETAIL 6 .. / \ /
5*RGP� n `\ �`6. O 11 \ - SEE DETAIL 7 "X" IN CURB
EX. 15 .� \ `\ HC RAMP SEE ��. ..... .. .... ..... \
/ , ' '
!NV=38.06 =\\. -00 IX. TMH ` �l g DETAIL 1 & 2 0.5' TO BOC .... ' ...
N\ HEAVY DUTY
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....
EX. CPP \\ i (SHADED AREA '....... ` \
1NV.=38.14 \\`
'Cr
\ \ \ Ff � � tih D ABLE •.:..s�•SEE, DETAIL�..•.•••
N GO. \. y EIS NING ..............:.: �.:._.. .: ..... j'�� ►�
J 6 SP �Ao�i ��, PAINTING_PAVEMENT
FAC All /
Erb >> EfSD DETAIL 10 ,/FUTURE BUILDING/PARKING AREA
EX. J9.8SUH5 7 2 4 W �.
TOP=39.85 10-1
/ C� ''....'..'.'.'.'.'.'........1NV. IN=33.12 2 6 s �� Ocean View Commons
INV. OUT=33.07
S \ LANDS ED
15 D #1 �� PLAT BOOK 48, PAGE 64
.......'...... .;'. ,:.D / ZONING: CO-C-LD h--�-i
N �..
ID
NOTE AT ANY POINT A PEDESTRIAN AREA CHANGES TO A VEHICULAR
AREA WITHOUT A CURB THERE MUST BE DECTABLE WARNING SURFACES (T 1
TRACT DATA CONTACTS O°o Q s ''' ' / 25' x 25'
18•.,•.•• 30' ACCESS o
f'..' EASEMENT EASEMENT r Gy;Go�' \\
ACREAGE IN TOTAL TRACT: 1.72 ACRES N.C.D.O.T.
PROPERTY ADDRESS: 1138 SABBATH HOME ROAD SW SUPPLY NC 28462 MIKE PELLAND IX. H E �'
ACREAGE lO BE DISTURBED OR EXPOSED: 2.0 ACRES 300 DMSION DRIVE TOP RI 41.71 €X
ACREAGE IN ACTIVE OPEN OR REC. SPACE: N/A WILMINGTON, N.C. 28401 30 C&G Is
ZONE: CO-C-LD (910)251-265501
® SEE AIL 9
EXISTING USE: UNDEVELOPED(VACANT) ' S 58 8'3 " W sGHT 7 \ Dc � `
TYPE OF ESTABLISHMENT: RETAIL SALES AND SERVICE - PHARMACY MENT NEW 24" CURB & F� N
PROPOSED USE: COMMERCIAL - RETAIL SALES AND SERVICE \ ���\ \ GUTTER ISLAND H
NUMBER OF UNITS: 1 1 6. \\ \\
\ I�
TYPE OF UNITS: COMMERCIAL BUILDING :. \ "���°o. `\ w 0
DENSITY: N/A
NUMBER OF LOTS: 1
DEED REFERENCE: PLAT BOOK 48, PAGE 64, LOT 1 �/ °�° H O
LANDSCAPED MIN. ISLAND TREE(S) (MIN. 2" CALIPER/8' HEIGHT) SHRUB
SETBACKS: MIN. NUMBER TYPE TYPE ' SHADE
AREA
PRE WIDE NEW
SEE
ISLANDS SQUARE FOOTAGE NUMBER DETAIL 13 FOR DI SIONS PAVEME
FRONT - 25 FEET REQUIRED PROVIDED (COMMON NAME) (COMMON NAME) SPECIFI TIONS.REAR - 6 FEET 1 186 i 1 BOSQUE ELM DWARF YAUPON """�� EX.
SIDE - 10 FEET
2 304 1 1 JAPANESE MAPLE DWARF YAUPON \ �� .::•:_
SIDE STREET - 25 FEET \�\
3 356 1 1 MAPLE, RED SUNSET DWARF YAUPON
\\\\
PARKING REQUIRED: 1 SPACE/200 SF = 74 SPACES 4 214 1 1 MAPLE, RED SUNSET DWARF YAUPON `4�\
PARKING PROVIDED: 74 SPACES (INCLUDES 3 ACCESSIBLE SPACES)
Total Area
STREET LANDSCAPE BUFFER SHALL BE ONE OF THE FOLLOWING:
1) THREE CANOPY TREES PER 100 LINEAR FEET OF PROPERTY FRONTAGE, �\ "�\ 72,016 sq.ft.
LOCATED WITHIN A TWENTY-FOOT LANDSCAPE BUFFER
2) TWO CANOPY TREES AND TWO UNDERSTORY TREES PER 100 LINEAR
FEET OF PROPERTY FRONTAGE, \ \ 9�F 1 .65 acres
LOCATED WITHIN A TWENTY-FOOT LANDSCAPE BUFFER
3) UNDER UTILITY LINES ONLY, FOUR UNDERSTORY TREES PER 100 LINEAR \\ V V >-
F zo FEET OF PROPERTY FRONTAGE, LOCATED WITHIN A TWENTY-FOOT \ (�' ^-T1v�y (� Z Z
LANDSCAPE BUFFER. NO TREES UNDER UTILITY LINES SHALL HAVE A .,�
JUN 0 2 2008 �'
NATURAL HEIGHT OVER 25 FEET. E ' `��\�\\ = O 0
Cn loc
ALL EXTERNAL LIGHTING MUST BE INTERNALLY ORIENTED. \\\���\\\ BY, 4c ©O m V V
OU.
_
PROPOSED LIGHTING FIXTURE HEIGHT: 27'-6" ABOVE FINISH GRADE `�\� Z
Z
SITE PLANLu
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GRAPHIC SCALE 3 3 =
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\ �� -
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IN FEET )
1 inch = 30 ft.
Sheet CIA
< G:\CAD\DWG\P\Holden\dwg\walgreens.dwg 4/16/2005 :31 : 18 A?u1 FEAT

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DRAWN BY
I taa xyaxxi>Yi'ggr��;. 5l
F.T.
AT Us.�+
Iffk
�� PARKING PROPERTY IS ZONED CLD x * e,} E { �; CHECKED BY
r vI REQUIRED PARKING MAX. AVOWABLE TAX PARCEL 'S FOR PROPERTY: LEGEND: ' x° S
y J.G. TEW
p RCE PARCEL AREA BUILDING AREA 5 SPACES/1000 SO, FT. PROVIDED BUILT UPON AREA 0 ERB EXISTING REBAR (FOUND)
0 EIP EXISTING IRON PIPE (FOUND) r
f' ` • FOOD STORE PARCEL 33000 sq. ft. FOOD STORE) 5.00 AC. (PRESENT) 2326F01502 0 EIS EXISTING IRON STAKE (FOUND) � J � _ DA I E
564.915 sq.ft. (12.97 acres) 225 SPACES 215 SPACES 2328FOl501 SPOT GROUND ELEVATION ' �,� + " fr.. a
(PHASE ONE) 12,000 sq. ft. (SHOPS) 8.07 AC. (FUTURE) + : ,�' 04-09-02
OUTPARCEL 1 47,659 s .ft. 1.09 acres 232BF015 0UPB UTILITY POLEBAR
'+, " � `„ sr�
q ( ) 95% (45,106.4 sq. ft.) 2326F014 0 � S
232BF01401 O GT GREASE TRAP �r� $ a,=�` REVISIONS I#P }
O n e i l a n d S h e I b a C a i s o n l I O I OUTPARCEL #2 43,446 sq.ft. (1.00 acres) 95% (41.382.0 sq. ft.) 2328F013 GP GUY WIRE POLE
,' a
2320F012 TP TELEPHONE PEDESTAL C K 04-26-02 Q�' G VE
(REPUTED OWNERS) ' ^ TOTAL SITE 656,019 sq.ft. (15.06 acres) 232BF016 ❑TV CABLE TV PEDESTAL : f 08-06-02
EXISTING
811,LWMG DEED BOOK 576, PAGE 449 2328F01801 O PT PUBLIC TELEPHONE NOTES:
2328FO1701 13 EB ELECTRIC BOX
O n e i I C a I S O n, et L U X. c C 232BF01703 FENCE BOUNDARY AND TOPOGRAPHY PROVIDED BY BRUNSWICK SURVEYING, INC. AS SHOWN y�
(REPUTED OWNER) 2328F017 18f WM WATER METER ON MAP ENTITLED 'TOPOGRAPHIC SURVEY FOR BAILEY AND ASSOCIATES". T UlNy
S10ALK -- 00032 XST SEPTIC TANK
MAP CABINET M, PAGE 367 '� • �323p1 ❑TB TELEPHONE BOX
EXISTING UTILITY POLES ANO SUPPORTS ARE TO BE RELOCATED BY THE OWNER OF
' 1 O ET ELECTRIC TRANSFORMER
THE UTILITY.
—Au— AERIAL UTILITY SI
—GW— GUY WIRE `� ZN
NO WETLANDS ARE PRESENT ON SITE AS PER INFORMATION PROVIDED BY LAND
c ' MANAGEMENT GROUP'S STUDY DONE FOR THE OWNER/DEVELOPER.
YCRETE
n
OT --- —
,� i N 13'15'53" `E —
N 14'30'39 W
IVICINITY MAP
3 • o' 25.02' OCEAN VIEW AVENUE - S.R. 1239 (60' RIW) NOT TO SCALE
N 1 y , W -_... _
°7P uP PANG 62.64' t�TP - N 00.55' 5" E
0 �pl ERB --_ 49.
EDGE � _ - IP � � Q ERB UP — —
tl v CORE M RB Z 1, t �� ECONDARY . _/� p NRB ( I I ( I I E
UP '� N 19-25'47" - FOOD LION c
TBM IMAG NAIL 40.93 >p NRB 25,4$ PYLON SIGN I I I I I Holiday Ranches I I I I I I I I I Holiday Ranches
TPO TP ` 1
'� n'' UP LIN ALLow 241 a3 ' �S 75'19'33" W �` ,U, I I I Section One
nY SOL wH p 11 w ' '/ 14.26' ,` W I I MAP BOOK 10, PAGE 24 I I I I I I ( I I I Section Two i
uP EX i wA R i o = 3 I 10 1 1 1 I 12 1 13 1 14 1 15 1 16 1 1 I 2 I 3 BOOK I10, PAGE 5s 1 6 1 7
TRAFFIC $ p1.P• 1a 1 1 2 1 3 1 4 1 5 1 6 7 I
TH
W - NE LIGHT mCz
= SE P FOR
UP O
E LAN CAPE LAN 0
°* 18(yy M rn Sandra Jackson 4- FENCING AND PLANTING IN THIS ARIA 1 ( 8 9 ( I ( I I ( 1 ( 1
_ TP rn
L �' rn Out parcel #1 �;N 00
Hines
> S MAP BOOK 18, PAGE 273
FAT PAVEME� c �1.09 AC. v'� Z 1 EIP EIP — J — ��J _ _ —� _ — — — — _ ��N 03'51'47" W 1019.22' NRB
OF ASP " — — --1 — — --1-- — — —� — —1 -� — --� — — ---�— — —
EpGE� PCN v'�- 2 N O '48'02 W 20' UNDISTURBED AREA
UP �- PEN 6E �"'° 9.18 EXISTING VEGETATION TO REMAIN
O` PROVIDE 10' WIDE SOIL ACCESS DRIVE TO RETENTION ND AS SHOWN
HO 1y FUTURE DRIVE NOT TO BE —
'�� IN ALLED T THISTIME.
s' ASSOCIATED
THIS EINRANCE CUNENG
SS
S 250' AS SHOWN
6'�, WILL BE INSTALLED WHEN ST® T �^ �j. g
Ga THIS ENTRANCE IS REQUIRED. GT a� / 119, 4' CHAINLINK FENCE
'p �& 2 /
NRB / `L w / � �9 Q 2��' 6 CHWNLINK FENCE
\ � W
I
UP
,o �' �• f -1 00
0s0���s ^ I I rn
SANITARY SEWER RETENTION POND I I N
P RB - 1 12V k>
PROPOSED"GREEN AREA'
Out parcel #2
� p 20 I I APPROXIMATELY 85' X 440'
UP I J` R 1.00 AC. �'�
O \� I I L — — — — — — J TOTAL AREA=37,600 SQ. FT.
' John Allen Holden
UP �� UP fi ZSt I SITE SANITARY S WER PERMANENT STORMWATER RETENTION POND N1 W MAP CABINETS. PAGE 174
N JP FOOD LION FUTURE CONCRETE I TREATMENT FACILITIES - SEE I, AREA WITHIN FENCE
O
% 4y �g � 12y 6' GENERATOR PAD (10' X 12') PLANS Ac SPECIFICATIONS
Ix
PREPARED BY THE ROSE GROUP
�� FOOD LION TRANSFORMER I FOR ALL INSTALLATION DIMENSIONS I�p
EIP * `N S ED ISLANDS TYP. AND CONCRETE PAD
' TP 01 FOR SEE
LANDSCAPE PLAN /6 '.*-ACZ= ❑ I AND SPECIFICATIONS. oCNO
NTINGS
`Scp. N 134'
Vill
� I
EIP � � �
EXISTING VEGETATION TO REMAIN
20' UNDISTURBED AREA
— — �� _ _ .,„- 4' CHAINLINLl K FENCE
� � L � '� isN I NRB � S 02'45'56" E
ST PED I m DUMPSTER PAg I I 713.73 NRB
\ Ns � SlANO TYP � � � I • EXISTING NATURAL GROUND GRADES
5 o TELEPHONE DEMARC ARE NOT TO BE DISTURBED IN DRIP FIELD 1
F Q 5 I q TERMINATION POINT 24.2' �4' AREAS AS NOTED ON THIS PLAN ---
s. •� ',� 9 PGEy 5 FOOD LION
r
Yor„ "� 9 GEy 1 MODEL: 33-97 DB UP I I rn
37961 S.F. FOOD LION
100' N I
SHADED AREA REPRESENTS NEW `'� � �� i6 �- > �
FF=43.00 I I m ENTRY VESTIBULE
PAVEMENT IN N.C.D.O.T. R/W �UP
(SEE SHEET 5 FOR NEW LANE \ \ (1N 1 I Z I
PROVIDE ONE HC PAINT UP `{�. a g y 20' _ NO PARKING _
MARKING SCHEMATIC do DIMENSIONS
SYMBOL ON EACH HC PARKING ) 9 � W
SPACE WITH WHITE TRAFFIC PAINT 9 �0 _ It t N I �Z 1 Ivan Van Hewett ~ ~
I� o p
��m ter r I — J� E .— n J M 4 Sea Trace 1 DEED BOOK 28, PAGE 49 LETTEIRs
IT PARIGI l� � �
K`- ON4 AWAY a �S I�} 'p � ,200 5-r� Cy Subdivision
�� WHITE LIN—7/
E 3' LONG �♦
OILY .� 7' �' I } o � MAP CABINET 0, PAGE 312 4" SOLID
G s a), FOOD LION `�GATE Co _� `0 LOT 72A I ARROW (TYP.)
onk N 1,2 5 io 'S 12 x 16 o W
-H 1� �; 9 � 40;Futwo Ex�0"10M DUMPSTER PAD 6' CHANLINK FENCE 00
r� � #60 o Z
s o-
M XIMILM•25OA0 NE I� H� �p 4 S�AGL`� �" ;� «G 0" •�G
SEE LANDSCAPE PLAN FOR 1 S T FENCING AND PLANTING IN THIS AREA
¢ �R � FENCING
1 PARCEL PICK — UP DETAILS
JL S 02'44 32' E
w'1 PYLON SIGN
T Gj ERB 36 49' EIP NOT TO SCALE
1 " 1 " N 88'12'34" E
2 x 8 x1/4 ALUMINUM HANDICAPPED
PARKING SIGN R7-8 OR R7-8A, TO READ a ���F4 50.28' 1
"RESERVED PARKING" WITH IDENTIFICATION
os 1 69 I 70 I 71
SYMBOL (CIS 20-37.6) BOLT TO STEEL TUBE I I \
WITH 3/8" CADMIUM PLATED BOLTS, NUTS, t, g= ERB AND WASHERS ( ( rO
O r \ L`' 68 I I 1 63' CENTER TO CENTER
T SEE LANDSCAPE PLAN FOR
"MAXI x1/4" ALUMINUM SIGN R7-8D rn ` � /\`e/B 00 C \ACING AND PLANTING IN THIS ARE I 1
19' 19' 25' 19' 19'
"MAXIMUM PENALTY s100"(CIS 20-37.6)
2"x2" STEEL TUBE EXTEND INTO CONC. FILLED I > / 00
°O -- / �
PIPE 2'-0". PROVIDE WELDED WATERTIGHT CAP, 0 \ O�EC�S EI �6.Q Z �+ ,o
PAINT WHITE I OD ��N �j6 31" �S2g'� Sea Trace
..
26" ERB AINTED
EIP 5 2 67 / Subdivision ISLAND (TYP.)
PAINT PIPE BASE WHITE MAP CABINET 0, PAGE 312
I I 5 — \ ISLAND (TYP.)
§ x PAINTED
PAVEMENT U EIP ' \
EX. 8" D.I.P. WATER /
8" DIA. STD. STEEL PIPE FILLED WITH CONCRETE APPX. 10CATAON / \
' W/#6 14" LONG REBARS EACH WAY TNRU I �n
PIPE 65 I \ PARKING CONDITIONS DIRECTLY IN FRONT OF FOOD LION ARE LESS THAN STANDARD
o �o� TP I I PARKING LOT STRIPING SHALL BE WHITE
® Amanda L. Flowers 1 ' 63
N
1'-6" DIA. CONCRETE BASE I \ (REPUTED OWNER) I 64 ' TYPICAL 9 PARKING DETAILS
t— Y DEED BOOK 608, PAGE 395 66 \ NOT TO SCALE
NOTE: HANDICAPPED PARKING SIGN SHALL CONFORM WITH ;
a CURRENT STATE, LOCAL CODES & A.D.A. REGULATIONS.
Ld
cu HANDICAPPED PARKIN I A \ \,, SITE PLAN FOR
cu G S GN GE \ preliminary - not for recordation conveyances or sales HOLDEN BEACH -
r N NOT TO SCALE \ , f f
APPROVED FOOD LION SHOPPING CENTER
Q NORTH CAROLINA ENVIRONMENTAL '
`3` \ SITE PLAN DIVISION" W TERQUA T LOCKWOOD FOLLY 6 N
Iwun o Ru swrcK
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2 3-C _ ZCj� E CE IT TLC Tl TOWNSHIP COUNTY
A � V .GIJHOLDEN BEACH, NORTH CAROLINA
a WATER
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AUG 13 2002
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° ENGINEERING, SURVEYING, PLANNING & MATERIALS TESTING
a
4
IN FEET )
N P.O. BOX 249 DUNN, N.C. 28335 I inch = 50 ft.
PH. [phone] FAX [phone]
, t
Sheet I of 5
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DRAWN BY
F.T.
►� CHECKED BY
GRADING PLAN LEGEND LEGEND: J.G. TEW O ,
° X 43 3' EXISTING SPOT ELEVATION 0 ERB EXISTING REBAR (FOUND) 7
0 EIP EXISTING IRON PIPE
40----- EXISTING CONTOUR (EIS EXISTING IRON STAKE(FOUND)
(FOUND) DA I E
Q K / X 40.00 FINISH GRADE SPOT FINISH GRADE CONTOUR ELEVATION 0 NRB NEWSPO EAR RBOUN(S�jEVAT10N ks� '`+�».y►<.,4.% 04-09-02 �' S
N /w 6" MIN. / TW - TOP Of WALK o UP UTILITY POLE 1 t A`r; d"+ o S rq�
IV J ° \ EA - EDGE Of ASPHALT ❑GT GREASE TRAP ��'* � � �: REVISIONS M y
Q FL - FLOWLINE �GP GUY WIRE POLE "`� dry, ; 04-26-02 �'
Oneiland Shelba Caison ' O I TP TELEPHONE PEDESTALVE
EXISTING (REPUTED OWNERS) , � r�
❑TV CABLE TV PEDESTAL r }` 2 G
BUILDING DEED BOOK 576, PAGE 449 ' n COARSE 2AGGREGATE 08-023-02
❑PT PUBLIC TELEPHONE
Oneil Caison et uX. I ❑EB ELECTRIC BOX ,, 1 ,;
-+ f , O C �•� FENCE �• 9
ALX (REPUTED OWNER) O WM WATER METER
URY R
SIDEW MAP CABINET M, PAGE 3sl TEMPORARY CONSTRUCTION ENTRANCE DETAIL ❑re TELEPHONE BOX
_ • O ST SEPTIC TANK
❑ET ELECTRIC TRANSFORMER "*Y $x+ w,•
-nu- AERIAL UTILITY
-cw- GUY WIRE p;z 5 SITE H
Fe }
VCRETE
aT
TEMPORARY CONSTRUCTION - - - - -
/ TEMPORARY CONSTRUCTION ENTRANCE - SEE DETAIL
A. / ENTRANCE - SEE DETAIL VICINITY MAP
_._..
--------------- 0CEAN VIEW AVENUE - S.R. 1239 (60 ' RI W)
--- --_----- - NOT TO SCALE
W ERB - 'Q
RB
\ 3 / I
MAG / 1
+ NLAIL 40.93 NRB
, Holiday Ranches I ( I I { I I I Holiday Ranches
I I I I I Section One I 1 I I ( Section Two
IERO has i TO =41.43 ` MAP BOOK 10, PAGE 24 I MAP BOOK 10, PAGE 96
EXISTING 8� 9��P' WA �'' "2 AC. 1 1 2 { 3 1 4 1 5 1 6 7 I I 10 I 1 1 I 12 I 13 f 15 I 16 I 1 I 2 I 3 4 5 I 6 I 7
TRAFFIC EX' ° ,� ° 1.2 T. AC. ' 1 4
OFFSITE DRAINAGE
LIGHT /" 010=6.0 CFS T .
j .1-► ' N B w� tt� - __ S a n d r Jackson 1 NOP=43.DO ( 1 I 1 ALL RADE WORK AND SETBACK REOUIREMENTS 8 1 9 1 NEW JB 2 1 1 1 1 1 3.1 AC. I I I NEW J 3 I I NSTALL 6" FLEXIBLE P.E. FRENCH DRAIN LINE WITH
6' STUB 18" D FOR PROPERTY ES OF SEWER PLAN ARE TO TOP=40.50 TOP=37.00 HOLES IN PIPE AND SOCK LIVER AROUND PIPE AT LOCATIONS
` INVUTP .= IN -3 3
34.52 � Qf0=2.2 CFS
INTO WV.=37.0SH
AKE 1 Hines 1 I I I CONFORM TO DEIGN PLANS AS EREPgRED BY I INV.=32.70 I I 1 I ( 1 I FRENCH DRAIN HI 1 00 AC I 1 TIE IN TO EXISTING FRED2 DRAIN AT OUTLET POINT IINOINT AT
Out a rc e I #1 STUB E MASONRY
.02 -_` �3.6�T AC. THE ROSE GROU FOR THIS SEWER pp�L�ggNNTT D•0 AC. P
p $OXIDE MASONRY MAC BOOK 1� PAGE 273 k a EIP Q10=50.8 CFS EIP INSTALLATION - EFER TO PLANS BY THRS 13.6 T. AC, DINT INV.=30.21 13.6 T. AC. I EXISTMIG DITCH (SEE DETAIL. HIGH END INV. TO BE 30.21
1.09 AC. ATER TIGHT PLUG ` 1 I J _ �- I I I
0 -�40 9' , -` / '// 010=50.8 CFS _ f NRB
Y 13 cN � - __ - �- � s X 4 ,�• ,," � Q1o=5o.8 C -
3 20' UNDISTURBED AREA _
_ PROVIDE 10' WIDE SOIL ACCESS DRIVE TO RET POND S WN _
\ - EXISTING VEGETATION TO REMAIN - `� _--______-- - Y
/, SWALE A AIL ACC ._�' '-- :BI- .-__ ��.---
''' �1 EAS o o _ _ -10 0 < H- �_ - -37-- _
NEW 2 30'-36 CP 0 1. Z-- - - �-
`n o / PG _ -- \ S ALT. /1: 2 EACH 30'-36` Y-PIPE N-12
'A --- / ' CESS G ' NEW 2 EACH 4 <3Ti�RCP 0 0. 2X 41 - --- �\ s
NEW 29�-18'RCP 0 a. - Y-PI •ALT. 1: 2 EACH 333'-36 POLY-PIPE N-t 2 M ��
1 ` 36 INV.-31. �\ 34.2'k 1
^�� I 6' TUB 18'RCP TO
/ / 2 EACH I
�I�► NRB b. 3' 6 CHIN INK /
V� B / ��1I T'r L FEhK:E r
� � HIN ERT' �. � `�s
A
-------
PROVIDE 360� \ � 2Z � � � }� � � �■ � � � �\.. � �L ■■ � � � � � F� �� � � � r
�+
WATER TIGHT`KUG `
� Ff. \ � ( i ,��-j EM/NZ \` �l 11 11 ` \ N � 'i✓ \ '� ` I I
�t.,; c 40 �a 1 \ TOP FL■ .70
� �' ,•� SCE i � 1 1 � 3g,?' ` r a,5' ''• � , , NEW
� INV.=36.421
0.1 AC.
TOP F1=40.7 � 1 2.1 T AC. ,p ? IyQjE; USE RIP RAP SLOPE AROUND ENTRANC
1 1 NEW 1 1 ;., � � / o
o� 1 1 1 1 q10=10.5 C�S / r AREA M SHOWN. PROVIDE PERMANENT RIP RAP
6' NRB,' \ ✓� x 1 NV.=3130 �\1 1 1 f 10' ` / API AT OUTLET. k a1 7• ~�
1 \ 011 AC. 1 � \ ` \
ao7 putparcel #2 1 ti� ,,-�389
,' } ,2. T. ALA, ;
G � �„ � � � f � / / USIi'RIP RAP d50=6 MIN. DEPTH-18`
R 1.00 AC. / a
���\ �� , 12' STU 18'RC`� r 41 C11.0 CFS ems` - 15' �/ �•4,5'. W2=10.5', L=6' 4 4
/� e `.� I P=fL=39.79 I / /6.0 AC.
Q INTO QGTPARCELI#2 I y( / 0 34,77 - / '5.0 T. AC. `
/ ' -Ji Allen Holden
\ ST INV.=37.051 1 I �39'� / / Qt0■ .
Q10= CFS, u / 13. T, AC. 3 5 CFS
PVI� MASONRX ` O � /
CONSTRUCTION SEQUENCE O NEW CB 6 / R^DER TIGHT PLUG 6 ��\ o �1 010 .8 GCS41.3' �7 •y9' �/� // PERMENENT RIP RAP APRON 1 7 ` �� /i MAP CABINEFF��S, PAGE 174
NEW 2 EACH L-20, W1-15% W2=30'1) INSTALL EROSION CONTROL MEASURES AT EXISTING % � `� TOP FL=40.00 r � 1 11 ' � � � USE RIP RAP = " _ `
DRAINAGE WAYS. EIP 37.01 1 / ' r `. 1 137-24"RCP I I / / TEMPORARY RM WITH
� '� • 1 0 0.40X � ,' � < - r d50 9, MIN. DEPTH 24
2) COMPLETE INSTALLATION OF SITE DRAINAGE NETWORKS \O.F AC. I GRADE NG INTO PERMANENT
r NQlIr INSTALL FILTER CLOTH BENEATH RIP RAP.
l + ( / RETENT POND BASIN AS SHOWN. , 1 1
AND SITE SWALE$ WITH ASSOCIATED EROSION CONTROL • ��� --� 1.61 T. AC, E K' R r 4 1 I \
PROTECTION BEFORE BEGINNING SITE GRADING. 01q=8.0 CF ESN U , 3q a 1 ' IP AY
3 GRADE SITE. 1 - - AT l CB'S Df� L ' E DETAIL
4 GRASS AREAS THAT WILL NOT BE REDISTURBED, � / 42 3� I r
a $EE DET RETENTION D S OPES
5 INSTALL UTILITIES. � \ '
6 PLACE BASE-COURSE IN DRIVES. � � `� � � � � NEW C9 2 20 NEW 3 �g 7 � I j � �\ , SECTION A f R
Gt3!
TOP FL=38.57 ' -----------4a----/
7 SEED AND MULCH ALL AREAS A MAXIMUM OF 30 DAYS / INV,=35. 6 z I / -'- A I i r A 55'-12" D.LP, O 0 INV.=31.00
/' j INV AC. 1 tNV.=35.32 r- iEW AFTER CONSTRUCTION HAS ENDED (SEE SEEDING SPECIFICATIONS). r ` \ \\ I r (
/ �� / 6.3 T. Ad 0.2 AC. I /, -� --� _ \ . "'f IPAL SPILLWAY TURF
SEEDING SPECIFICATIONS -
SEEDBED PREPARATION �+ EIP `� /� �� ' 010=313,CFS 6.5 T. AC. D ( �`- `
r DETAIL '" CONNECTION TO SPILLWAY)
( I 1 Q10=15.3 CFS _ D l , r PERMNNIENT RIP APRON
+ _ --41--___J _________--- 20' UNDISTURBED EA r W1.3, W2�4, L�8
THOROUGHLY CULTIVATE LAWN AREAS BY DISCING TO A DEPTH Of 6' � � 4 a• , � O � -� 1 �` 42-_ _ � �~ � '�
* ♦ 41 XIS�ING VEGETATIOp TO REMAIN 1
` q ��'' ' 1 1 ' / K \ o / - - i ._ _ ,� 1 r USE RIP RAP d50=6\`1�IN. DEPTH=18"
AND RAKING THE SURFACE SMOOTH TO REQUIRE GRADES. APPLY 1 '- Tom_/_
10-1 LBS. R AGRICULTURE LIME PER ACRE AND 1,000 LBS. Of ` - \
j - t1QjF; INSTALL FTI T� C19TH BENEATH RIP RAP
� � 1 v 1 � � p� � � I 1 / k a2.2' '�, 1 I ' SWALE "A -
10-10-10 OR EQUIVALENT FERTILIZER PER ACRE. L4, N 11 \\ m SEA DETAIL TYP. k a15' � p pYK 1
T uPORARY SEEM � \ 5 _ - _ ,{WERE TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING OF PERM- "'�� \ \ a\ L /' I q k 4d8' ` n vd I a03' / BENCH MARK I 09' \\ OPT _ 00
-ANENT LAWNS LAWNS OR FILL SLOPE PR FOLLOWS: ( 40, / TOP OF COTTON SPIKE NEW 52'-18`RCP 0 7.70% SEE DETAIL --32-
S PROCEED AS rI � � / � (
OCT. 15TH-MAR. 1ST SOW RYE GRAIN AT THE RATE OF 120 LBS. ,� � 2 16 / xa2.2' �� 41 IN 8" PINE TREE BENCH MARK HIGH INV.=35.00
PER ACRE. m W y / a° I - EL. = 42.22' I TOP OF COTTON SPIKE Low INV•=31.00
/ FOOD LI PV ��o OFFSITE DRAINAGE IRQT USE RIP RAP SLOPE AROUND ENTRANCE EMERGENCY BY-PASS WEIR BENCH MARK _
MAR. 1ST-AUG, 15TH SOW GRIN MILLET AT THE RATE OF 40 LBS. s• \\ � � � FL 40. � , � CONCRETE LOADING I � IN 18" OAK TREE
PER ACRE, NV. 36. 1 / I 1•2 AC. AREA AS SHOWN. PROVIDE PERMANENT RIP RAP - SEE DETAIL TOP OF COTTON SPIiNE
DOCK - SEE I T EXISTING NATO GROUND GRADE 010=0.9 CFS EL. = 43.53' APRON AT OUTLET. �4W.- 1.00 `
PERMANENT SEEDING �o ^'b I 1 a r STANDkRD FOOD LION i IN 2 4' PINE T R E E
\ �j 3. T. AC. ` , M00E�. 33-97 DBDETAI FAR GRADING I ARE NOT TO BE DISTURBED IN DRIP FIELp USE RIP RAP d50=6', MIN. DEPTH=18"
SEED PERMANENT LAWN AREAS BETWEEN MARCH 1ST TO AUGUST 15TH WITH ?' ti 10-18.0 CFS DV AREAS AS NOTED ON THIS PLAN I W1=4.5', W2=10.5', L=6' EL. S 35.72
\ a 0 °'a�. x1 /' 961 S.F. (SHED 4 F 5) 3.0 AC. 4' RAIN INK
HULLED COMMON BERMUDA 3 LBS. PER 1,000 SQUARE FEET OR PLANT WITH ONE ` '00 / 'FF=43.00 `� ^'
1 8' I 3.0 T• AC. AROUND RETENTION WALE "B" - SE DETAIL
OF THE SOD GRASSES SUCH AS 328 HYBRID BERMUDA OR ZOYSIA GRASS. \ �► ,,I--- ,� / I k f: - -- 010=2.1 CFS POND AS SHOWN
/
SEED PERMANENT FILLAR N H SLOPE AREAS BETWEEN MARC 1ST TO AUGUSTI - a -
�3 2 - {
T m w
F
157H WITH 40 LBS. SERICEA LESPEDEZA AND 10 LBS. HULLED COMMON F 4i ,• � i OP L 38.00 �? 20
BERMUDA PER ACRE.
l I 1 INV.-35.74
I'�I 1 , 0.8 AC. ao , 0o
MULCHING 4,= �+ 6.3 T. AC. �� a Ivan Van Hewett
IMMEDIATELY AFTER SEED AREA SOWN, MULCH THE ENTIRE AREA EVENLY WITH 2 or _ 1 . 010=14.3 CFS 4, :v I Sea Trace SHADED AREA 68' X 17 ' X 3' DEEP) N LEATIONS 31. AN 8. TO
DEED BOOK 28, PAGE 49
' A LAYER OF WHEAT STRAW TO PROTECT AREA FROM EROSION. MULCH TO BE \m r EW DI 1 42�3EA X x € NEW , - m BE USED FOR SEDIMENT TRAPPING AND STORAGE DURING CONSTRUCTION. CLEAN SEDIMENT
APPLIED AT A RATE OF 75-100 LBS. PER 1000 SQUARE FEET. \ TOP FL-40.50 K 38.83 " Subdivision FROM STORAGE ZONE WHEN 50% FULL DURING CONSTRUCTION AND DISPOSE OF BY SPREADING
J o TOP FL=38.65 w> IN THIN LAYERS UP SLOPE FROM SEDIMENT STORAGE ZONE. WHEN SITE HAS BEEN STABILIZED
SECURING MULCH - THE MULCH SHALL BE HELD IN PLACE BY ASPHALT BINDER _/ INV.■37. 2 cv 11200 S'T� INV.=36.09 I UPSTREAM FROM THE TEMPORARY STORAGE ZONE AND PERMISSION HAS BEEN OBTAINED FROM
ON SLOPES 2 TO 1 OR STEEPER, OR AS REQUIRED. °o• 1 `� 0.B 1 121 MAP CABINET Q, PAGE 312
a I 0.6 AC. N.C.O.E.N.R., REMOVE TEMP. STORAGE ZONE BY CLEANING SEDIMENT FROM ZONE, INSTALL
TEMPORARY CHANNEL LININGS If REQUIRED SHALL BE INSTALLED IN AREAS. AS G ? 0 T. r o „ 5.5 T. AC. LOT 72A 51.0' 51.0' 54.0'
F \ 01 -4. 84EA \ o PERMANENT POND GRADES AS PER PLANS, REMOVE TEMP, STONE HORSESHOE DYKE AND SEED
SHOWN ON PLANS, OR AS REQUIRED TO PREVENT EROSION, LININGS AREA TO BE s _ 84TW 1��s-r- �� 010=10.3 CFS `1"`' T • INSTALL RIP RAP 1 ALL DISTURBED AREAS AS PER PROJECT SEEDING SPECIFICATIONS
4 Ex a ion �-
LEFT IN PUCE THROUGHOUT PERMANENT SEEDING PROCEDURE. o 1� atir O -� 6' CHANLINK FENCE SLOPE BETWEEN BACK 12 MO. STORAGE REQUIRED IN ZONE=28,800 F73
z J 6 OF CURB AND NATURAL ^ STORAGE PROVIDED-34,680 FT3
e<L� 4 6 \ - _ -__ - GROUND ELEVATIONS N
Q �' `--_-- � AT DRIP FIELD I
NEW 66'-18"RCP 0 0.30% \ V 422 PERIMETER IN THIS
AREA - SEE DETAIL g
a'
( 54.0'
3*0 HOLE DRILLED -` --� --�
6" - 11
FOR OUTLET 1, ` '' .' ¢' ,S G, A E NEW ll8 4
a d ,� 1 ------ ----- --- HORSESHOE RIP RAP WEIR
3" / b~ �` Q� `-- TOP=42.Q0 EIP
ELEV.=30.00 / 1 NEW\162'-18"RCP 0 0.30X TOP OF WEIR ELEV. = 33.00
Q \ NEW CB 9 INV.=36.29 TEMP. SILT FENCE INSIDE - T
TOP FL-40.55 1 0.0 AC. PROPERTY LINE 0 SHOPPING 54.0' SEE TEMP. SED. PIT DETAIL FOR RIP RAP SPECS.
O
} ra_► �1` �����p�� 44.4 \INV•=36.77 \l 4.9 T. AC, CENTER AS SHOWNI I 51.0' WATER FLOW
k 39.2' -�j 0.9 AC. Q10=7.3 CFS I 3 1 ) DIRECTION
6 PVC END CAP DETAIL ERB ¢� T. AC. �, I 69 70 71 �-- N D.I.P.
O i �' 1 �Q' QIG=7.3 CFS b�� ----___ 142 1 - - - 51.0' 4024
� I o 0
- -a 0I Go, STONE BENEATH
rn p � 1 � 20 gq 1 � 9' .a• 9 5 MEIN.91'-1 'RCP 0 0.30X 6�
Go
X h1 11 / PROVIDE T BASIN I I o o 3' SEDIMENT 5T0RAGE ZONE PIPE AS SHOWN
f l k 40 6' 1 PROTECTION S I I I u� v, FLOOR ELEV = 28.00 NEW 12" INV.=31.00
SEE DETAIL 1
NOTE: HORIZONTAL LOCATION Of OUTLET PIPE IS TO BE _ - - ,' - 510, TEMPORARY HORSESHOE BERM 0 PERMANENT RETENTION POND
'' AS SHOWN ON GRADING SHEET S-2 S�pN�0r'' ,j �N3L;
' 54.0'
P / _ _ 9.302"X2" GALVANIZED ANGLE IRON SUPPORTS � 4 �S� vG r tIr
BOLTED TO CONCRETE SUPPORTS I D ' k r 4.0 AC` Sea Trace PERMANENT POOL DIMENSIONS ELEV =31 00)
24'X24"X12" GALVANIZED ERB 4.0 T. AC. - USE "STRAW W/ NET'
TRASH RACK \ 0�0 010-2.8 CFS AS TEMPORARY LINER
- Lo ,yN�` OFFSITE DRAINAGE__- 6 7 / Subdivision , 6 ,
-12" OUTLET ORIFICE S � 5 6'
45R 2a / EIP_TEMP. DIVERSION -40. - MAP CABINET 0, PAGE 312 4 3' 35 5'
3000 PSI REINFORCED CONCRETE BASE 12"X6" REDUCER AT BASIN \ / BERM-A&_SIN6WN 010=2.8 CFS 2
TEMPORARY CONSTRUCTION 1 �-- TOP WEDGE CURB 2
1 6" PVC OUTLET STRUCTURE ENTRANCE (2 EACH) EX. FH O BE-REtOCATED �- 6" 2' 2' -��
\ FL WEDGE CURB ELEV.=35.00 I SEED AS PER
12" D.I.P. OUTLET PIPE I - SEE DETAIL ` \ P 4
Yo � � � Ex. 8" D.I.P. WATER 1 ' 6; f' 'a• •, a 1 3 ELEV.=34.00 5 11 ELEV.=35.00 A „
PROVIDE PVC SOLID CAP AT END Of 6" PVC. APPX. 10CAT1aN 1 PROJECT SPECS. T
` - I ; \ \ USE 'STRAW W NET" AS
1' WIDE GALVANIZED STRAPS SECURED CAP IS TO HAVE A 3"0 OPENING DRILLED $> ' 3000 PSI CONCRETE TEMP, SWALE LINER.
BY 3/8" EXPANSION BOLTS IN CONCRETE INTO ITS FACE SO THAT THE 3"0 INVERT A \ 1 \ \ EMERGENCY BY-PASS SWALE
ELEVATION=30.00 SEE DETAIL 65 1 SEED SWALEAS PER
( ) CONCRETE FLUME END SECTION ® PERMANENT RETENTION POND CT SPECS,
' 24" SO. TOP
\ Amanda L. Flowers 1 63 ` N.T.S. 2s ,
CONC.
48" ARE BOTTOM a� ,1 (REPUTED OWNER) I 64 I 2 2
DEED BOOK 608, PAGE 395 ' 6 6
CONCRETE PIER ` 1
/ I SEED AS PER 1. U E RIP RAP d50=12"
PRINCIPAL SPILLWAY STRUCTURE DETAIL PLAN VIEW ; PROJECT SPECS. 10'
1 "B" UM- INSTALL FILTER
wN.T.S. CLOTH BENEATH RIP W.
a \��� N / NQT�; LIMITS OF DISTURBED AREA AS DELINEATED BY THE FOLLOWING SYMBOL
ghl' 2"X2" GALVANIZED ANGLE MEMBER-SECURED , SITE PLAN FOR
co BY 3/8" EXPANSION BLOTS. USE ONE STIFFENER a ° yy
_ HOLDEN PEACH -
r. ON EACH SIDE OF RACK
�� a2�'
CU
1 ° 0 4' GALVANIZED ANTI- 24"X24"X12" GALVANIZED TRASHh-C �� 1 TOTAL DISTURBED AREA-15.9 ACRES
�` VORTEX PLATE RACK (6 LARGEST OPENING)cu
0 12"X12" PVC TEE(USE VERTICAL PIPE AS NEEDED TO TOP OF TEE 1 \\ ` + ��
FOOD LION SHOPPING CENTER
N -REACH STORAGE ELEVATIONS SEE NOTE THIS DETAIL) 12 TEE ELEV=33.21 r 1 GRADING, DRAINAGE, AND LOCKWOOD FOLLY BRUNSWICK
00 6:1 VEGETATIVE SHELF 6:1 VEGETATIVE SHELF 6:1 VEGETATIVE SHELF
0 12" D.I.P. PIPE INV.=31.00 12'X6" PVC REDUCER AT RETENTION BASIN FLOW INV.=31.00 BASIN \ \� (PLANT W EMERGENT RUSH PUNT W/ EMERGENT RUSH EROSION CONTROL PLAN TOWNSHIP COUNTY
USE SCH• 40 SOLID PVC & 45' ELBOWS AS SHOWN PERMANENT POOL ELEV=31.00 ` 1 ?, 0 18' O.C.) 0 18" O.C.) 0 18" O.C.)
\ ` ,S (PLANT W EMERGENT RUSH HOLDEN BEACH, NORTH CAROLINA
WATER1" WIDE GALVANIZED STRAPS-SECURED 6' INVERT=30.00 AT BASIN V �� 11 \ ZCjDf 55:1 P 1 A.25'•� 4.25:T T = 1 425'� 4.25;1 STORAGE
SLOPE SCOPE
o, BY 3/8" EXPANSION BOLTS IN CONCRETE 3" TYr \ \ = f 3•T PERM. POOL=31 00 S�OpE SCOPE &I P M P 0 1. 3.1 3.y P R P -31 00
\- 1 ELEV.- SLOP 3•. - - - � �OpE. ELEV,=35.00
- .
\ - - ----- --- --------------------- Sty - -------- - - - ---------------- St - _--_---------- --------------_--_--_- - -- -
AUC 2 6 2002
o PROVIDE PVC SOLID CAP AT END OF 6' PVC. � � __
` = 4 REBARS 12" O.C. EACH WAY CAP IS TO HAVE A 30 OPENING DRILLED INTO ` a+.�' ELEV.=31.00 1 SCOPE 3;1 5\ ELEV.=31.00 SLOP£ 3;1 5>0 ELEV.=31.00 T SCOPE y;1 SRO ELEV.=31.00
ITS FACE SO THAT THE 3"0 INVERT \ 1 DWQ GRAPHIC SCALE
11
;o (TYPICAL All SIDES) 4DOO PSI ELEVATION-30.00 SEE END CAP DETAIL \ ` ELF_� ELEV.=30.00 ELEV.=30.00 ELEV.=30.00
CONIC. PIER ( ) �\ �\ PERMANENT FLOOR ELEV.=23.50 PERMANENT FLOOR ELEV.=23.50 PERMANENT FLOOR ELEV.=23.50 gQJ s(w 6 )2-C��r'�
7 PERMANENT FLOOR ELEV=23.50 �, , ��,, JORDAN - TEW & ASSOCIATES , P.A. Zs ,� 2�
r 1 PERMANENT RETENTION POND SECTION A - A
M TOP
24" SQUARE ` ��\ (N.T.S.) ENGINEERING, SURVEYING, PLANNING & MATERIALS TESTING
\ ,
,a L3 U AT BOTTOM `1� `�� \� �I �V ( IN FEET
P.O. BOX 249 DUNN, N.C. 28335 1 inch = 50 ft.
Q `� '� PH. [phone] FAX [phone]
"". PRINCIPAL SPILLWAY STRUCTURE DETAIL (CROSS SECTION N\ S 2 of heet 5
` a :,�i4: ". � �"�m. .w.�.,.. ,. „•� , ,..,_ �.. . „- .:. ,_ • z.. . r . .-... ._.. ... .. r H_t___ ... .,.wv. � .• ... ��. � .,._ eur .0 __._..-

DRAWN BY
F.T.
CHECKED BY $
J.G. TEW o
DATE
04-09-02 S srti
r
� REVISIONS
M ARo
04-22-02 �� G R
04-26-02
N �R04f�tkyq 4 ✓ I
08-06-02
Shelba Ca ` Z `'
Oneiland �� , ' � s
(REPUTED OWNERS) 1 I .
EXISTING 449 0 f.. �.x ' S
BUILDING DEED BOOK 576. PAGE O n e i l, Caison, et u X w
(REPUTED OWNER) M
�K MAP CABINET M, PAGE 367 \
St ? � d�
1
VICINITY MAP
lot — _ — — — — NOT TO SCALE
OCEANCRETE
OT VIEW AVENUE - S.R. 1239 (60' R/W) — —
ERB — — — I I I Holiday Ranches
ERB NRB � � I I I I I I 1 1
t ( Holiday Ranches
t o I I I � Section Two i
O 13 I I 1 I One I I i I I 1 MAP BOOK 10, PAGE 96
40.93 ( 10 I 12 I
7
NRB I I Section O I I i
I I MAP BOOK 10, PAGE 24 13 1 14 1 15 I 16 I 1 i 2 I 3
Nnl: 1 1 I
MAG 00. 4
1 1 I 2 I 3 I I 5 1 6 I 7 I I I I I
/p WpTf /
I I I I I I I I i I I STING TRI NRB
AFFIC Ex. gI 0 i - Sandra Jackson
�
LIGHT N R B 40' STUB 8" SAN. SEW. Hines
f.+ i 1 MAP BOOK 18, PAGE 273 ' EIP EIP — _ �� _
O u t p a rc e l #1 PROVIDE WATER TIGHT PLUG
•� STUB INV.=35.84 PROVIDE 10' WIDE SOIL ACCESS DRIVE TO RETENTION POND AS WN
1.09 AC. / —
WY 130 Bl�_Ac"
/ /NEW SS 6 SEWEREACH TREA PRESSURE LINES TO
TOP=41.50
INV. OUT=35. (SEE ROSE GROUP PLANS)
6 CHAINLINK FENCE
/ — — — — —
NRB / / / ti NEW FL
EFL R f i
\ INV. IN=32.71 SEWER PLANT C NTRACTOR' I
/ \ SEWER INSTALLATION I I I
�/ SANITARY SEWER RETENTION POND I `�
SS E NEW SEPTI K I I n
Holden
/ �•p 40' STUB 8' SAN. SEW.
UTILITY CONTRACTOR'S SEIVER
Ito
�yc?, \ / INTO OUTPARCEL J2 (8,000 GAL) INSTALLATION YNCL ODES 2 EACH
PROVIDE WATER TIGHT PLUG O INV. IN=33.72 g 000 GAL. SEPTIC TANKS) , John Allen e
\ o \ NEW SEPTIC TANKINV. OUT=33.47 MAP CABINET S, PAGE 174
`r NRB,- STUB INV.=36.03
Outparcel #2 �'
4�A \ (g,000 GAL)
yp 40' STUB 8' SAN. SEW. INV. IN=33.50
rG 1.00 AC. INTO HINES PAR EL.
INV. OUT=33.17
PROVIDE WATER TIGHT PLUG.
Ya O \ STUB INV.=34.78 R 4 �� CONTROL HOUSE
UTILITY CONTRACTOR {$ TO INSTALL 2" b I 3" WATER PVC SDR 21 IS TO BE EXTENDED INTO EWER P CONTRACT R IS TO USE TH APPROVED PLANS AS PREPARED BY THE ESP OUP FOR
— METER g 2 UST APPROVED RPZ 0.S ❑ $ TAR OM THIS POINT Y ALL INSTALLATION DETAILS WITHIN THE SEWER PUNT ARE/ SEWER PLANT CONTRACTOR IS RESPONSIBLE FOR
O NEW SSMH 5 INSTALLATION OF THE EXTERIOR FENCING AND ALL INTERIOR WORK. SEWER PLANT CONTRACTOR IS
TOP=42.1 PER BRUNSWICK COUNTY REQUIREMENTS I I SEWS
CON TOR IS N EXTEND 3' WATER FROM 2' RP RESPONSIBLE FOR MAINTAINING ALL REQUIRED SETBACK DISTANCES FROM ADJACENT PROPERTY LINES FOR
EIP O I . I 34. 2 W " X "
=3 4 R UC F I PR USLY INSTALLED BY UTILITY CONTRACTOR SEWER
WE C�LANTTT STRJOHUCTURES
S E THE
APP34DDROVEDFORLASEWEREPLANTD �LANSEAND$INFORMATIONA��LL
IN . O I I
• I
4' SS
\ *40 (2 EACH)
V1.111 \
Vol', 2" PVC SDR 21 DOMESTIC WATER SERVICE TINE WITH _ — _ — _ —
2 METER & USC APPROVED RPZ INTERIOR OR
NRB
I EXTERIOR AS PER BRUNSWICK COUNTY REQUIREMENTS) — — —'— — "-- — —
EIP � NRB
t\ � 1 P. FIR I AN
t 1♦ PLUGGED IN MECH. ROOM AREA - SEE DETAIL I BENCH MARK
o I I TOP OF COTTON SPIKE BENCH MARK BENCH MARK
IN 8" PINE TREE IN 24' PINE TREE
TOP OF COTTON SPIKE TOP OF COTTON SPIKE
\ 1 \ A OA Am o . I EL. = 42.22 IN 18 OAK TREE
43.53' EL. = 38.72'
a) FOOD LION I I EXISTING NATURAL GROUND GRADES
T I ARE NOT TO BE DISTURBED IN DRIP FIELD
I
MODEL: 33-9 DB co AREAS AS NOTED ON THIS PLAN
37961 S.F.
I
FF=43.00
I
Ivan Van Hewett
z
Sea Trace DEED BOOK 28, PAGE 49
jI t t � 1000 GAL I HI I
rn 4- S - - -� - Subdivision
TRAP
AWj\ ter I 4 NEW SSMH 1 MAP CABINET Q, PAGE 312
TOP=38.72 4' MAIN TO SPRINKLER
SYSTEM (BY OTHERS)
\ oN 1,200 g� INV. IN-34.92 LOT 7 2A 4" FERNCO MODEL 806 DDC (DOUBLE CHECK
tl T II CO INV. OUT=34.72
DETECT"MECOHANICAL ROOM�AREA"
WALL
OTHERS)
I'2 FU Edon 6' CHAINLINK FENCE I EXTERIOR BUILDING
\ NEW 6" WATER 4" GATE VALVES (2 EACH) (BY OTHERS)
\ 4 K T SHOPS C CO 4000 GAL PVC SDR 21 TYP. 6" X 4' REDUCER (BY OTHERS)
\ I .�40.00 0 SHOPS / CO I C0 GREASE TRAP 1 PROVIDE 6' PLU AND FLANGE
c^ \ (• Y ATER) TYPICAL O 6" CUT OFF VALVE 5'
v NEW 6' SAN. SEW. 0 0.90% TYP. 1 FROM 6' WATER MAIN
NEW FH PVC SCH 40 1YP.
r i ' BUCK WATER TO MAIN) — M 6" D.I.P. FIRE LINE
4 n ( �1
<7 S NEW 8, X 6" EIP 1
�S G, CO ERB REDUCER L 6' WATER MAIN
c0 1 I I I 1 FIRE LINE STUB UP DETAIL
\ C7 ,n QPJ 4E'� 71
C ., NEW 6• SAN. SEW. 0 0.90% M. 69 I 70 ( 1
T • RELOCATE EX. FH TO NEW LOCATION AS SHOWN rno� \ CO r ERB (� SCH 40�
MEETING ALL BRUNSWICK COUNTY REQUIREMENTS
(GRAY WATER TO
GREASE TRAP)
z� \ 68
INV._ NEW 6' Y O TYP. 3 4" R SERVICE TYP. WITH
o \ NEW 6' SAN. SEW. 0 0.90% 3/4 METE D USC APPROVED I I 1
\ INV.=38.50 PVC SCH 40 TYP. RPZ (INTERIOR EXTENSION /
;:a frl (BLACK WATER TO MAIN) TYPE AS APPROVED.�Y I —
G5 'n \ 4" SAN. SEW, LATERAL FR BRUNSWICK COUNTY \
SHOPS) (BLACK WATER TYP, REQUIREMENTS)
44 4• SAN, SEW FROM SHOPS) �, EIP ` �/ Sea Trace
C \ LATERAL (GRAY WATER TYP.) / ERB Subdivision
I D \ (THROUGH GREASE TRAP /
D NEW B" WATER 67 MAP CABINET Q, PAGE 312 DOUBLE CHECK VALVE DETAIL
\ PVC SDR 21 TYP EIP — —
\Cn
EIP ;
J. NEW 8" X 8* TAPPING / 1
j, SLEEVE AND VALVE \ £X, 8" D.I.P. WATER
t APPX. LOCATKNr / I
65 ' 63 \
4� Amanda L. Flowers 64
\ (REPUTED OWNER)
DEED BOOK W8, PAGE 395 1 66
SITE PLAN FOR
1 \ — HOLDEN BEACH —
`\ HOPPING CTITER
o FOOD LION S
\ / / LOCKWOOD FOLLY BRUNSWICK
UTILITY PLAN TOWNSHIP COUNTY
r?
HOLDEN BEACH, NORTH CAROLIN
cM
0
tU
O
11
ID
CD
"I WATER
GRAPHIC SCALE
o MEIER \ 200
_ ASSOCIATES , P.A. z5
ORDAN TEW &
W \ J TING
75
VEYING PLANNING & MATERIALS T IN ENGINEERING, SUR 1. inch 0 > ft.
DUNN, N.C. 28335
P.O. BOX 249
FAX [phone]
\ PH. [phone] Sheet $ of
a \
00) \ i.
a \ 15
c
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CA Ro
Out parcel #1
6' STUB 18'RCP
INTO OUTPARCEL i1 DRA Y
40' STUB 8' SAN. SEW. STUB INV.=37.02
INTO OUTPARCEL 1 PROVIDE MASONRY
PROVIDE WATER TIGHT PLUG WATER TIGHT PLUG F.T.
STUB INV.=35.84 NEW CBJ 10 CHECKED BY
FL=41.43
1NV.v.=37.0o J.G. TEW
DATE
NEw ssMH s 04-09-02 �
TV` OU 50 REVISIONS
INV. OUT=35.48
/ 04—26-02
CB 7 �� / 08-06-'.02
N
Outparcel #2 INV.=36.306.30 70
o
TOP
0 Sandra Jackson
s sru6 1e"RCP o
INTO OUTPARCEL /2 I Hines
STUB INV.=36.33
00
PROVIDE MASONRY / MAP BOOK 18, PAGE 273
WATER TIGHT PLUG N
NEW 2 '-1B'RCP 0 0.40%
40' STUB 8' SAN. SEW. 6' STUB 18'RCP INTO
INTO OUTPARCEL2 HINES PROPERTY
PROVIDE WATER TIGHT PLUG STUB INV.=36.45
STUB INV.=36.03 PROVIDE MASONRY .041
WATER TIGHT PLUG GP
NEW C 8 •
TOP FL=40.70
NEW SSMH 5 �' INV.=36.42
TOP=42.19
INV. IN-34.62
INV. OUT=34,42
o /
40' STUB 8' SM. SEW.
INTO HINES PARCEL.
188'_3 . PROVIDE WATER TIGHT PLUG.
0 0.40% STUB INV.=35.28
VOL
4' OUTLET INV.=40.00 0 SHOPS `� \ ` / , �Q TOP=48.�
(BLACK WATER) ` 6� INV.=34.52
4- OUTLET MTV.=40.00 0 SHOPS
(GRAY WATER) \NEW
i 1j � •r y'
C TQ
INV,■35.76
� a
roO � / �v'�pL � s C� NEW CB4 FL=39.79
0
N / y 4,ro INV.=34,77 NEW FLOW
T = EQUALIZER 4
/ as INV. IN=32.71 {. 4p-4#'
RELOCATE EX. FH TO NEW LOCATION AS SHOWN MEETING ALL 7. ` ` \ TANK B.F.F.
BRUNSWICK COUNTY REQUIREMENTS 686 TO SOUTH OF AD AGENT FH / �, NEW SEPTIC I
' NEW 2 EACH (8,000 GAL) +-
�`�� 137'-24'RCP INV. IN=33.50
SLEEVE NEW B' XAND VVE r p �j'\ �c,�'� 0 0.40% INV. OUT=33.17 I " SPOT
o�6 �1► ° NEW SEPTIC TANK GRADE 12 BUILDING
N .�O (8,000 GAL) , A WALL
h �\ \ �p INV. IN=33.72
0 O d ,�. INV. OUT=33.47 ;.
EX. FH TO BE RELOCATED ?p � O `L , �> F Q �? M
�` ' O,e� � �,, � 3' WATER PVC SDR 21 IS TO BE EXTENDED INTO 1 � M CT
( '� \ 6'j 'f' �J 0 T _ 4"-- — • V� M 00
'Re (� , Qj R PLANT AREA FROM THIS POINT By p 4 6
l5j ��' 00
SEWER PLANT CONTRACTOR. SEWER PLANT t�
B.F.F. SECTION A—A
C •00 O CONTRACTOR IS TO EXTEND 3' WATER FROM 2' RPZ p (V
O •� D-� � � PREVIOUSLY INSTALLED BY UTILITY CONTRACTOR 1 r 1. �
00
EX. 8' D.I.P. WATER 4' SAN. SEW FROM SHOPS 0 O �S NEW 6" X 3* UTILITY CONTRACTOR IS TO INSTALL 2- 1 4'-4 1/2■
APPX. LOCATION TERAL (GRAY WATER TYP.) C REDUCER METER tc 2 USC APPROVED RPZ AS 'D B.F.F. �-.
(THROUGH GREASE TRAP TYP.) V,m37. CO 7 C �8 R 3 PER BRUNSWICK COUNTY REQUIREMENTS 1 \ 0
W
INV.=36.59 TOP FL=38.57
4` SAN, SEW. FROM O INV.=35.32 1 V 1
/ SHOPS) (BLACK WATER TYP.) NEW 6' CID Of AN\ \ O�
NEW 6' SAN. SEW. 0 0.90% TYP. / 2* PVC SDR 21 DOMESTIC WATER SERVICE LINE WITH
� O
O
TYP. 2 NETER � USC APPROVED RPZ INTERIOR OR 1
PVC SCH 40 TYP. 0 75 f EXTERIOR AS PER BRUNSWICK COUNTY REQUIREMENTS) N ►-
(BLACK WATER TO MAIN) OMPC)
4 -4
NEW 6' SAN. SEW. 0 0.90% TYP. CO/1 �b PLU D.I.P. IN LINE
ROOM STUBBED
UP AND EA SEE DETAIL `p B.F.F.
PVC SCH 40 TYP. 1j
(GRAY WATER TO GREASE TRAP) �,1a NEW B ` \ NEW CB 2 1
N H 1 5'-1 P 40X 7:. flQ ~�
�p 0` TOP FL=40.55 �\ v. TOP FL-38.00 u C
3 4' WATER SERVICE(TYP.) WITH INV.=36.77 \ /
34 METER AND USC APPROVED \ \40000 GAL ! INV.=35.74
RPZ (INTERIOR OR EXTENSION NEW D1,03 I NV.936.10 ` REASE TRAP C 13 C''P• �/)
V
TYPE AS APPROVED BY TOP FL=39.30 \ CO#1
BRUNSWICK COUNTY INV.=37.05 ` NEW 2 EACH 87'-18'RCP 0 0.40X 1
REQUIREMENTS) I NEW 162'-18'RCP 0 0.30% WN��R
NEW SSMH 1
N FH N Sp 2' TOP-38.72 RECEIVING ROOM/
INEW 8' X 6' / INV. IN=34.92 GROCERY STORAGE
James F. and 68 REDUCER INV. OUT=34.72 6
k NEW C 1 G.P!
Geraldine Fulford 67 CO 11 ITOP =X65 H.F.F. BELOW FINISHED FLOOR _y a
TYPICAL DOCK ELEVATIONS �p
INV.=35.42 n
(REPUTED OWNER) NEW 6' SAN. SEW. 0 0.90% TYP,
DEED BOOK 478, PAGE 496 I / NEW JB 4 PVC SCH 40 TYP.) _ SCALE: 3/32"-1'-0" �../
I / TOP=42.00 (BLACK WATER TO MAIN)
y / INV.=36.29 NEW 66'-18"RCP 0 0.30% T 1
\<
69
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PLANt N
SCALE, 1' ■ 501
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PROFILES �
SCALES 0 �
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1' ■ 5' VER. Sheeto f J... ;-, ,:,.. '.<. ,. ..: .,- -,.. ,., .: poy:..:...bt Ma.,.,.�.,t.a'?a A.,.v.:i,•'au.=km'rr.'n�rex� r.,.4.. ...iw.a,.,.«> ,bd.suy,«s;,pd•..�.4u' ,.r.r.�`.kade4a,.3Fe vsa�`. "'__ '�a:a ' -�.`4nad.

. e -
`
-ky A C 4-
` GENERAL NOTES: �4{t
CAST IRON FRAME
T AND COVER
B SEE DETAIL , ,
12 GAUGE 4' X 4" OR 2" X 4" WELDED WIRE HOOKED 1 TOTAL DRAINAGE AREA FLOWING TO SILT FENCE MORTAR '
1. CATCH BASIN SPECIFICATIONS CONFORM TO LATEST MAY NOT EXCEED 1 ACRE. � • � »
ASTM C-913 SPECS FOR "REINFORCED CONCRETE ONTO PREFORMED CHANNELS ON METAL POSTS. 2'- ' $ .
WATER do WASTEWATER STRUCTURES". 2) SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS RECESSED 4' CLEANOUT s • 44 ,a
A A 2. CONCRETE COMPRESSIVE STRENGTH 4000 PSI ULTRAVIOLET RESISTANT BLACK MIRIFi FABRIC OR IN AREAS A CONCENTRATED FLOW (CREEKS, PLUG ON GRADE
(BLACK) DITCHLINES, SWALES, ETC.) 4-
W/
MINIMUM. OR EQUILAVENT SECURED TO WIRE METAL
3.ALL STEEL REINFORCING CONFORMS TO ASTM A615 FOR CUPS OR WIRE AT 8' OFF CENTER. 16- ~
4
CONC. PAD _ " JOINT SEALER
„ GRADE 400.WELDED WiRE FABRIC CONFORMS TO ASTM A85. N GROUT SEAL D D A WIN
D
U CAST-IN-PLACE RAWI D 4. ONE POUR MONOLITHIC BASE SECTION. , U POLYPROPYLENE F.T.
5. STEPS REQUIRED ON CATCH BASINS OVER 4'-0" IN MAX. SEDIMENT STORAGE LEVEL. REMOVE Z COATED STEP
DEPTH. STEEL REINFORCED COPOLYMER
POLYPROPYLENE PLASTIC STEPS CONFORM TO LATEST SEDIMENT WHEN THIS LEVEL IS REACHED SILT FENCE Iwo (�
clejw 0-RING, RAM-NEX OR CHECKED BY
OR AS DIRECTED BY CONSERVATION INSPECTOR -"� wO EQUAL JOINT SEALER
ASTM C478 SPECIFICATIONS IN BOTH MATERIAL AND SHEET DRAINAGE(ONLY) WYE FITTING FLEXIBLE BOOT J.G. TEW
' DESIGN. CONNECTOR
6. FRAME AND GRATE AS PER JOB SPECIFICATIONS TO / NOTES LIFE HOLES SHALL rEC
BE PROVIDED BY CONTRACTOR AND TO BE ADJUSTED 1 ) 1. MANHOLE MEETS ALL ; 12" Mi BE SEALED WITH DATE
AND INSTALLED AT JOBSiTE. \ V f
7. JOINTS SHALL BE SEALED WITH A FLEXIBLE BUM / V \ 1 E p0 FLOW OF Hq0 REQIREMENTS OF ASTM C-478 16 MAX. FAST SET MORTAR
RUBBER BASED CONFORMING TO FEDERAL SPECIFICATIONS SEDi'+I 5TORAG - NOTES O4-09-02
B SS-S-2IA,AASH TO M-198, TYPE B-BUTYL RUBBER TY 11 in ® INSIDE do OUT
I I 48" MIN, 1. PIPE TO DESIGN CONFORMS
EOCONNECTION REVISIONS
B. MAXIMUM DEPTH TO TOP OF BOTTOM SLAB SHALL SHEET DRAINAGE(ONLY) FLOW 2. CONCRETE IS 4000 PSI :r l�C V J I Y
BE LIMITED TO 15'-0" (4.5M) PER 840.45. TO INCREASE STORAGE CAPACITY ANO CLEANOUT DETAIL COMPRESSIVE STRENGTH MINIMUM ASTM C-478
PLAN VIEW - PROLONG THE LIFE OF THE SILT FENCE, SEE CHART r" � ' '
VERIFY ALL PIPE SIZES AND LOCATIONS IT iS GENERALLY ADVISABLE TO DIG A 3. CORE AND "BOOT" ONLY. PIPE OPENING 2. FLEX BOOT CONNECTED TO MH. WITH
W/4" CLEARANCE EITHER STAINLESS STEEL OR GLASS FIBER Cis �iZ
NATURAL GRADE SEDIMENT PIT IN FRONT OF SILT FENCE 4. DROP STRUCTURE SHALL BE PLACED �' S" INVERT SHALL BE REINFORCED NYLON INTERNAL EXPANSION
' WHENEVER POSSIBLE.
FRAME & GRATE W� HOOD RING.
WHERE PIPE VERTICAL SEPARATION PRE-CAST CONCRETE
CARRY APPROX. 12' OF FABRIC INTO TRENCH, COVER M 1:1
} _ W/ SOIL do TAMP BACKFiLLMINI 3. FLEX BOOT CONNECTORS
EXCEEDS 2.50' OR BUILT IN FIELD
. .
E "' CARRY 6' OF WIRE INTO TRENCH. W/JUMBO BRICK AND CEMENT CONFORM TO ASTM C-923 SPEC.
z M METAL POSTS AT 8' O.C. MAX UNDISTURBED SOIL
o= �, RISER SECTIONS:
N_ � 4X4 W4xW4 WWF
N plus #4's 0 8' OCHOR 6'
EXCAVATION BELOW CONC BASE WILL REQUIRE
fr ^ E (#13's 0 200mm OCHOR) 4 STANDARD MANHOLE BACKFILL WITH MIN. 6" BEDDING STONE. EXCAVATION
.. SILT FENCE DETAIL a N.T.S. TO GREATER DEPTHS SHALL BE BACKFILLED WITH
NO SCALE-
' -- SEE NOTE �7 � ° BEDDING STONE.
b•
BASE SECTION: W 45' ap ° FOR USF IN PAVED AREAS FOR USE IN UNPAVED AREAS
tZ E 4X4 W4xW4 WWF (dill WO LAP WWF N a a,
PAVEMENT
,,Sz g 150mm ONTO BARS.) ° ° CHAINS 12' CASTING12"
I INSTALL MANHOLE RING do COVER ° �g, REQ'0. VALVE BOX
'• R-1594 MODEL NEEHAH OR EQUAL , n ,IA CONCRETE APRON
1 1/2"
.,.
1 N$ SEE NOTES ° 24' 0 OR SQUARE ;.. ' .. 6"
� "0 4 1/2"
#3 do 14 /-- -} FINISH GRADE 4" MIN.
• . ° a POURED IN PLACE
#5 0 12' (#16 0 300mm) �/ t, PIPE OUTLET TO WELL-DEFINED ° ° +'-'S;. so CONCRETE COLLAR
(3000 PSI t,qx)
6' (150mm TYP. COVER.
%' •I A A NOTES CFIANNE n POURED IN PLACE
2'-2" [650mm [150mm] TYP /� O (Sees the GRADE pane forth of hdimeo•�pon�ron. ° 4 CUBIC FEET ao. I CONCRETE COLLAR _ BOX
a o (3000 PSI MIX)
6' 150mm TYP. -0" 90Omm •E • 24' CURB do GUTTER VALVE BOX CENTERB
[ ] ( ] /' ® D =1.5 times the maximum stone diameter ° AROUND DUMPSTER PAD GRAVEL OR jp '� COMPACTED ABC BASE PLUMB OVER VALVE STEM
STEPS SET IN I' P� YIE11 but not less than 6".(See GRADE plan) ° CRUSHED STONE. UNDER COLLAR
] LINE 12" O.C. i PRECAST MANHOLE ® In a well-defined channel extend the apron ° ° a
6" GA VALVE
SECTION VIEW A-A SECTION VIEW B-B i up the channel bonier it on elevation of 6' 6" TEE
above the maximum tailwater depth or to the 5.�I P GRAVEL
I •I top of the bank, whichever is less.(See GRADE plan) ° GATE VALVE
I• Filter fabric should be installed between the °
o a POURED IN PLACE O
riprop and soil foundation. % �• Ae e x 6 - to/so wwm CONCRETE BLOCKING
2'-2" x 3'-0" Precast DOT 840.02(01 ) Catch Basin PIPE D •; .,
CEMENT WASH PIPE FILTER FABRIC RIP-RAP APRON COMPAc�o StsBc AaE CONCRETE BLOCK -
2'-0' MIN. GALVANIZED rsx .
r- - -1 �� RESTRAINT BOLTS. 0 � �•``
MIRRORING OF DETAIL MAY BE REQUIRED) BLOCKING MIN. �,r, �-�: NO CONCRETE SHALL TOUCH
§'\ DUMPSTER PAD DETAIL BOTH SIDES BOLTS OR GLANDS WRAP
FUNCTION BOX DETAIL ( Q ) NOTE:
BEARING AREA = 1FT SO BOLTS do GLANDS W/ PLASTIC
RESTRAINT BOLTS CAN BE SUBSTITUTED WITH LOCKED HYDRANT
TEE & LOCKED HYDRANT ADAPTER. (WHERE APPLICABLE)
6 150mm] TYP. A
HYDRANT. - TR FFI Y M.J. VALVE AND VALVE BOX
NOT TO SCALE - NTS
,
ADAPTER FLOOR: TRAFFIC TYPE
/5 REBAR 0 12' OCEW MIN. l/•� M
(116 REBAR 0 3Wmm OCEW] 4'-0' [ 200mm] 6• M Q�
*' FACE OF ROAD SURFACE NATURAL GROUND _ Wry RAL VARIES -- M
_ • F•+�1
` CURB COMPACTED GROUND ij� ACTED SOIL ] 2,
N (V
6" [150mm M. BASE MAX -----_ t , ,�O• ER TY LIHE---*-
CENTERLINE OF METER �n • O�
/5[016] REBARS t2" , • MAX. SLOPE BLOCKING DIMENSIONS a C!� v o0
12"[304.80mm] OCEW •• T �,h"�f""` `' `^�,-. 1.'1'.' 1 USE TEMPORARY SEEDING ON SLOPES TO PREVENT WASHING 18"to24" O
PIPE SIZE A B C
PLAN VIEW • ' M � ° `�� 23 GRADE BERMS DOWN INTO FINISH CONTOURS WHEN ON SITE
7YP 4 CORNERS •' �` � '+' rc'nr, ' ``; ij~% SEEDING HAS SUFFICIENTLY BEEN ESTABLISHED TO PREVENT EROSION.
R A �..4
ti M�c�a•H"$•' r.}fir `1' '�'�.(�•Y-b�' �rA��'�p:.. . •
GENERAL NOTES y
,. ,, ,, ..,:. ,`�'^'✓'"�, ^<y r•+` �.� `��;,;... a : VARIES - SEE PLAN UP TO 10 4 - 0 2 - 6 1 -
2'-2" [650mm �� 6" [150mm] 1. CATCH BASIN SPECIFICATIONS CONFORM TO LATEST - • • , • •
ASTM C-913 SPECS FOR 'REINFORCED CONCRETE ' SERVICE LINE TO �E 12 '(0 1)81 5 - O 4 - 0 2 O � w 'X
' WATER & WASTEWATER STRUCTURES". COMPACTED SUBGRADE TEMPORARY DIVERSION BERM a, A MWIdUM OF 28 BELOW r Q
2. CONCRETE COMPRESSIVE STRENGTH 4000 PSI CURB GRADE. 18■ TO 24` 8' - 0" 60 - 0' 3' - 0• r+
SET-ON FRAME do GRATE MINIMUM. o CENTERLINE OF WATERLINE
SUPPLIED BY OTHERS. 3.ALL STEEL REINFORCING CONFORMS TO ASTM A615 FOR TYPICAL 24 CURB & GUTTER
" GRADE 400.WELDIED WIRE FABRIC CONFORMS TO ASTM A85. ( �o
4. ONE POUR MONOLITHIC BASE SECTION. i h CAST IRON FORD METER i BADE �•�
5. STEPS REQUIRED ON CATCH BASINS OVER 4'-0' IN W I l- UNDISTURBED SOIL
Y1XCE Box wTH Duu Ct�dC r I.
DEPTH. STEEL REINFORCED COPOLYMER VALVE YLHC141-243-RI. `I
� � POLYPROPYLENE PLASTIC STEPS CONFORM TO LATEST � �• � II
far REQUIRED ASTM C478 SPECtnCAT10NS IN BOTH MATERIAL AND BACKFlLL
RNA W
6E FRAME AND GRATE AS PER JOB SPECIFICATIONS TO VARIES $ o -- A
I - I. CONC. BLOCKING
BE PROVIDED BY CONTRACTOR AND TO BE ADJUSTED 24' CdcG t 3 CURB STOP -C
_ AND INSTALLED AT JOBSITE. (yp.) SLOPE AS PER M Y
WALL SECTIONS: 6' [200mm) S RIP-RAP ON SLOPE _ =
�-=r-'- _ 7.Uu JOINTS
gB��SHALL BE SEALED TW�ITH A FLEXIBLE BUM GRADE PLAN 1,
W4 X W4 4X4 FIffIR1A,Ae�SH ONMR INGTYPEWERAL SPEC,•IfI�AT1ONS ;,,•» . • :, USE RIP-RAP d50=6 -j-- _ it
BUTYL R ,;,,, I=1 12' MIN. DEPTH=12" �'•' t B
t [25mm X 25mm] 5mm 8. MAXIMUM DEPTH TO TOP OF BOTTOM SLAB SHALL
-!1! - 1" CTS POLY TUBING WATER METER ;I r I I -t I�
[ ] BE LIMITED TO 15'-0' [4.50M] PER 840.46. _TI- 12' _
Welded Wire Mesh TYp REQUIRED l-I
6" ABC STONE BASE MATERIAL 2" H-BINDER ASPHALT BASE SUBGRADE COMPACTED TO I _III- y 200 PSI SOR 8 SERVICE LINE CONNECTION -" I
# yQjE BOXES FOR DOUBLE LINES OF PIPE ARE TO BE 1 I-2 ASPHALT SURFACE COURSE 100% DRY DENSITY SMOOTH FOUNDATION I I I _ BY OTHERS I:I i �- '-I y ---� UNDISTURBED
SPECIALLY MADE (EITHER PRECAST OR CONCRETE BLOCK) TACK COAT (IF REQUIRED) UNDER FILTER - _, iI - I I ICI I I-- WAiER MAN FORD F1000 CORP. STOP I, ,r-s
6" [150mm WITH TOP TRANSITION SLAB MEETING NCDOT H-20 WHEEL PRIME COAT (OPTIONAL) L!_ !�1=111-1L 18" MIN.
FILTER FABRIC -,I 1=1 - ICI I ... I -
LOADING SPECIFICATIONS. -Ill- _ _ FORD S70-604
` ROADWAY WITH 24" CURB & GUTTER -1 I --� -� - SERVICE SADDLE � fs7�wASHED STONE PLAN - BEND S•CDON - PLUG
KEYWAY AT TOE 1�_,,1_LI,;,LI_I,;I I1=,,_ AS
4'-0" [1200mm [150mm] TYP (TYPICAL FOR ALL DRIVES AND PARKING WITHIN FOOD LION PARCEL) OF SLOPE SEE SECTION FOR DEPTH 8 SEE PLAN FOR LENGTH A
W �
, SECTION VIEW RIP-RAP SLOPE PROTECTION NOTE.. BLOCK SUPPORT
EEDED
1) CONTRACTOR SHALL PLACE METER BOX IN NON-TRAFFIC AREA AT N2��
„ , » LOCATION SPECIFIED BY BRUNSWICK COUNTY UTILITY DEPARTMENT t. 2500 P.S.I. CONIC.
` 4 -0 X 4 -0 2 -2 x 3 -0 Precast DOT 840.02(01 ) Catch Basin 2. REMOVE LOOSE EARTH AND POUR A:,AIPI:.T UNDISTURBED sal_
3. BACKFILL TO EXISTING/FiNMI GRADE: AFTER CONCRETE �l-GRADF
DETAIL - 3 /4 I N C H WATER SERVICE HAS �.'R FOR 24 HOl'F: r ______ 1
WIDTH VARIES IN TAPER AREAS - WIDTH VARIES IN TAPER AREAS - NOT TO SCALE A �-UNDISTURBED SOIL BACKFILL Q� (�•,
SEE PLAN VIEW SEE PLAN ViEW I -_i -•1� V 1
�./
6.5' MIN. SYMMETRIC WIDENING OR 6.5' MIN. SYMMETRIC WIDENING OR I 1�!' I� / ,!'ONE.• BLOCKING
1 fr AS NEEDED TO CREATE 17.5' OF AS NEEDED TO CREATE 17.5' Of
ALL NEW LANE MARKINGS SHALL BE THE i I -.I I i 00
TO F.L. 6' SHOULDER ASPHALT FROM CENTERUNE ASPHALT FROM CENTERUNE 6' SHOULDER RESPONSIBILITY OF THE CONTRACTOR AND f.
F NEW 1/2" SAND ASPHALT SURFACE MEET N.C.D.O.T. STANDARDS FOR LANE L �• • r ' ,'_' �
Q COURSE OVERUY "COMPLETE". (SEE MARKINGS '` --� I W Q CONC. BLOCK CATCH BASIN STRIPING PLAN FOR EXTENT OF (VERIFY WITH LOCAL D.O.T. BEFORE
(USE AS TEMPORARY BLOCK STRIPING BEGINS)
do GRAVEL OUTLET RISER OVERLAY) NOO
STRUCTURE) 6" -t --
0
£X. PAVEMENT I
Box ' t NDISTURIBD SON. - Q+ A•.
#5 WASHED STONE FILTER NEW 1-1/2' I-wlthURFACE COURSE , ]
NEW 5-1/2' ASPHALT BASE
\ PLAN
SEDIMENT STORAGE ZONE 46 FOR DEPTH B SEE PLAN FOR LENGTH A
s,nw,. SEE SECTION TEEFCTIQN BEND dt TEE
(SEE GRADE PLAN FOR t "*'
� SEDIMENT STORAGE ZONE s NEW 2" I-2 ASPHALT SURFACE COURSE (ON FILL SLOPES) CONCRETE BLOCKING.
- DIMENSIONS AND LOCATION) with
NEW 9" ABC STONE + 2' ASPHALT BINDER
NOT TO SCALE
.' CULVERT PIPE NEW PAVEMENT CROSS SECTION
NOTE: USE WITHIN N.C.D.O.T. R/W ONLY 1 GRACE 41A/Yl�E7t GALVANIZED HARDWARE PADS
n, CLOTH W/ 1/2' GRID
BLOCK do GRAVEL RISER PLAN VIEW 0 rp� Outparcel #2 �„
^� Out parcel cel #1
GALVANIZED HARDWARE CLOTH 1/1' x 1/2" GRID N p Shopping Center Parcel
a , DEEP
YELLOW DIAGONAL • RELOCATE EX. FH TO NEW LOCATION AS SHOWN
K i' FLOOD STORAGE LONE LINES (1:1 SLOPE) ♦• MEETING I James F. and L9A<,l v�VE
WHITE EDGE LINES e>.� NEW 8 WATER r AP NrD
.5' FLOW NC H V l/Y 13 0 �E LLDW 1' PAVED SHOULDER -� - $DR 21 TYP. Geraldine F u I f o rd
SEDIMENT STORAGE ZONE (SEE loons OUTLET CULVERT PIPE ` (TYP. EACH SIDE) I I t84-77
GRADE FLAN FOR DIMENSIONS) - \ -,;,�� I I (REPUTED OWNER) COUPUNG
COURSE OF BACK LAID SIDEWAYS DEED BOOK 478, PAGE 496 ,
,z
ON 3 SIDES OF CATCH BASIN NEW 8' X 8' TAPPING
EXISTING \ -- GL_-0� PA -®F SLEEVE AN VALVE
TRAFFIC Vwc.R__"' ' . . ���
• �• LIGHT ■� �-- ; '"'�+�... EX. 8'D.I.P, WATER til�li[
- _
6 WASHED STONE FILTER LAID AGNNST - - ------
I CONIC. FOOTING PAD �► --- - -------- ---- -------- (� (APPX, LOCATION)
�� ,� •
�- 2M PSI
0
HARDWARE CLOTH (1:1 MAX. SLOPE) EX. CONCRETE 45' TYP.
pPROM
V DRIVE WHIT EDGE LINE
CLEAN OUT POINT (1/2 DEPTH SEDIMENT STORAGE ZONE) �-- EDGE OF PAVEMENT � �� ""---�°�------�.
NEW 1' MINI-SKIP LINES �►
` ry BLOCK do GRAVEL RISER CROSS SECTION SABBA TH HOME ROAD S.R. 112 (60/ R/w)-_ N WHIT �"� L a5' TYP
2 R WRIT IN R t
' TEMPORARY SEDIMENT TRAP WITH BLOCK & GRAVEL RISER OUTLET DOUBLE YELIow
L w �.
" O 292.5' DEPARTURE TAPER YELLOW DIAGONAL r 1
/ 165' BAY TAPER ° LINES (1:1 SLOPE) �•/
90' FULL STORAGE 6p•FFR V
° 0 W Q4
TRENCH UPSTREAM END OF $T �O,r '90
Z w '
Q
f OVERFLOW s
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ks a ,
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EDGE of PAVE _
MEN) O
M•+�1
- - - - 0.4
TYPICAL EDGELINE DETAIL P4AN 1�
'g BURY BOTTOM AREA TO RECEIVE 1/2' SAND ASPHALT OVERLAY (COMPLETE) - SEE DETAIL
.i
y OF PLYWOOD 3/4- EXTERIOR PLYWOOD O
DETAIL- - 2 INCH TER SERVICE
NEW LANE WIDENING & NOT TO
PLYWOOD INLET PROTECTION FOR STORY DRAIN UNDER CONSTRUCTION PAVEMENTSCALE
Sheet of
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N
DRAWN BY
F.T.
CHECKED BY jR
J.G. TEW
DATE
n 04-09-02 �, A S s,
F+ H REVISIONS M }
(A 04-26-0244
Oneiland Shelba Caison 1 s Z 05-16-02
ExJSTiNC (REPUTED OWNERS) FS OWN 08-06-02 ny
DEED BOOK 576, PAGE 449 ' I
�'�°'^� Oneil, Caison, et ux. ee I
Ry R
f
(REPUTED OWNER)
\ SIDEWALX MAP CABINET M, PAGE 367 M '
SITE
'CRETE ` —
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OCEAN VIEW AVENUE - S.R. 1239 (601 R/W)
p
p ERB ---
OFASP�T IP ERB
END I W BOARJ ON BOARD I I I ( 1
� GO R � � t FENCE AT THIS PONT (SEE ?
--� NR DETAIL) (137 Li TO BE ( I i Holiday Ranches I I I I I I I I Holiday Ranches
MA N 40.93 t INSTALLED IN THIS AREA)
MAG NAIL
L�Ow ► , 10' BOARD ON D I I I Section One I I I I I I I I Section Two i
WNW U14 DOU t FENCE AS SHOWI MAP BOOK 10, PAGE 24 ( 7
OLIO U E ' MAP BOOK 10, PAGE 96
1 2 1 3 1 4 5 1 6 7 1 1 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 1 2 1 3 I 4 5 1 6
EXISTING � I
TRAFFIC
yfN�i IE 1 ROW SAVANNH LLY W FENCE I I ( 1 8 (
9 I ( I I 1 1 I I
1 1
LIGHT NRB Sandra Jackson
I I
y► ;n 2 ROWS VANNAH FOLLY W NCE I 1
STREET YARD ' H es I NRB
00 LINE TREE 30' ON CENTER Outparcel #1 \ MAP BOOK 18, PAGE 273 + EIP i.EIP _ J
Fy,IT PA 3' HEDGE BETWEEN TREES 1'09 AG' 20' UNDISTURBED AREA
EDGE OF �P '13 0 pt✓N - SHRUBS 3' ON CENTER PROVIDE 10' WIDE SOIL ACCESS DRIVE TO RETENTION PONDAS SHOWN EXISTING VEGETATION TO REMAIN ggg LF
N W NG�GE� BE (SEE DETAIL) STREET YARD TREES & SHRUBS IN THIS AREA
C/ ��� �10 ARE TO BE INSTALLED WHEN OUTPARCEL #1 OR CI 10' ON D
OUTPARCEL2 IS DEVELOPED IN THE FUTURE (660 LF) / / DETAIL) (137 LF TO BE
INSTALLED IN THIS AREA)
0 ----0------0- 0------0-- 0 0 ----0------0-
CHAIN INK FENCE
oy \ / / \ SANITARY SEWER RETENTION POND
> � I
Outparcel #2
.p 1.00 AC. I , L John Allen Holden
MAP CABINETS, PAGE 174
I
*100
I
20' UNDISTURBED AREA
EXISTING VEGETATION TO REMAIN 690 LF
\ � ♦ 1 1 g NRB — — — 7 — — — -- — — ---- — — — ---- — — --
O� END 10' BOARD ON BOARD —
r I FENCE AT THIS POINT (SEE
Alp, ° i I DETAIL) (732 LF TO BE
INSTALLED IN THIS AREA)
*100
N FOOD LION I
S AIL FOR TYPI
0 D ISLANDS PLANTING 'b
MODEL: 33-97 DB I I
37961 S.F.
\ I FF=43.00
Ivan Van Hewett -1
t t �, I I Sea Trace DEED BOOK 28, PAGE 49 1' OVERLAP I 1" OVERLAP
m�
Subdivision10
Ae
J
o � CM� MAP CABINET Q, PAGE 312
N 1200 5'P— =I N LOT 72A 1 \
I1� �/'/10
NI "" o W
40 _Future Eyonslon 6' CHAINLINK FENCE
01
ip
T QQQQQQQ Q
0 J, QQQQ Q QQQ I
ERB X 10' x
STREET YARD TREES do SHRUBS IN THIS AREA ARE 2 ROWS WAX MYTRLE W FENCE EIP 1 TREE (6')
TO BE INSTALLED WITH THE CONSTRUCTION OF FOOD LION Q �-� 0� 10' ON D 00
5 SHRUBS
AND ASSOCIATED 10 SHOPS AS SHOWN (430 LF) o �p $ -� �,�� �3 01 FENCE SFION�1 1 I I I I TYPICAL PARKING ISLANDS PLANTING DETAIL00
O ' 00
FFENCE AROUND 1
7 1 (NO SCALE)
00
DUWPSTER PAD : Q ERB 69 70 ( I —
�. 10
(116 LF Q� 01
p 2 1 INST INTHIS .� Q� \ 68 1
10
N 2� (F `✓( 2 ROWS WAX AfYTRLE FENCE
�\O `✓ FINISH GRADE
/`EIP \
9 //XS���G EIP ` / / Sea Trace 6'
1 X 6" (3 BOARDS) TYP.
y
D � / g:>E
/ ERB 67 Subdivision 3
(n \ a 1N� IP MAP CABINET 0, PAGE 312
20 / / .4GIN 10' BOARD ON BOARD
FENCE AT THIS POINT (SEE \ a
EIP DETAIL) (732 LF TO BE TREE 30' ON CENTER POST
I' \ SHRUBS 3' ON CENTER CONCRETE
INSTALLED IN THIS AREA) ..SUPPORT
2 12'
/ 65
63 �� ?� 1)1 D ON BOARD FENCE IS TO PROVIDE 100% VISUAL OPACITY
I 2) PLANTINGS AS SPECIFIED ADJACENT TO FENCE ARE TO BE INSTALLED ON 10' CENTERS AND SPACED AS PER P EW
LAN VI
Amanda L. Flowers I \ 3) 6" x 6" TREATED WOOD POSTS ARE TO BE INSTALLED AS NEEDED TO PROVIDE STABILITY FOR FENCE STRUCTURE
\ (REPUTED OWNER) 64
DEED BOOK 608, PAGE 395 66 \ TYPICAL STREET YARD PLANTING DETAIL BOARD ON BOARD FENCE (ALL TREATED WOOD)
' 1 ' (NO SCALE) (NO SCALE)
' \ SITE PLAN FOR
LAJ
\ a HOLDEN BEACH -
FOOD LION SHOPPING CENTER
O
LANDSCAPE PLAN
N � / LOCKWOOD FOLLY BRUNSMIICK
TOWNSHIP COUNTY
HOLDEN BEACH, NORTH CAROLINA
00
\ GRAPHIC SCALE
JORDAN - TEW & ASSOCIATES , P.A.
a \ so o zs so goo Soo
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a
ENGINEERING, SURVEYING, PLANNING & MATERIALS TESTING
( Ix FEET )
s 1 inch = 50 ft�
P.O. BOX 249 DUNN, N.C. 28335
\ \
PH. [phone] FAX [phone]
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DRAWN BY
F.T. t
CHECKED BY
- J.G. TEW
t..
DATE .
04-09-02
REVISIONS
fA a
04 26 02
1 n 08-06-02
Oneiland Shelba Caison 1 o z
cane (eEPEam or+Enst I �a
°u°"° °®9ool 57a PAM Oneil, Caison, et ux. O
'MOP CAMC Y.PAGE 357III LOT
�T
�1
OCEAN VIEW AVENUE - S.R. 1239 (60' R/W)
`+v� --------_-----------------------------_-------------------_------------------------------------------------------------------------------------------------------------------------------------,
t I — — I �— I— T— � �� I —r— I — — I T— — 1— —7- 1
— I
TM
.&N I I I I I I Holiday Ranches I I I I I I I ( I Holiday Ranches
MAC
ection One I I I I I I n I I I Section Two
' 9=100,PADS 24 MOP ,a paM i
Exis,Nc ' ' ' 1 N1 I 2 I 'JQ 1 4�t— I I 7 Iopulf AC.) 1 10 I 11 I 1 II I 14 15 I '1 I 1 I 2 ( 3 4 I 5 I ;6 I 7 1 ..
LIGHISan r Jackson I 7, so, FT7
Hines I I I I i ► I 51A.
Outparcel #1
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of 130 ZONED a-o / (0.9 AC.) zrr uasruwm AAEA
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jlt t � Ivan Van-Hgiwett
Se Trace o®eI PAGE N
Subdivision 1
Ae I�oo sr- MAP CAI 0,PAOE 312
LOT 72A 1
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a *100, 4 -
— — �
�pFy DESIGN NV(G.I AREA. soX I %/ I 1 1 1
M 69 DESIGN ArEMOIJS AREA: D..SS AC. 1 : I 70 1 71
0 \ (15,21A.0 8 FT.) 1 '
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/ 67 Su lal312
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65 I 63 :
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P mw! 395 I 64 \�
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DESIGN AIPEIIIII AREI. 1.24 AC. � y
(5401&/SO. FT.) 1
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DESIGN AM- 95X
DESIGN AAERYFOIb ARLI. 1.05 AC I
(45.73AA FT.) i
I �
31
1 t
,
I
i
SITE PLAN FOR
HOLDEN BEACH -
FOOD LION SHOPPING CENTER
OFFSITE DRAINAGE AREA MAP LOCKWOOD FOLLY BRUNSWICK
TOWNSHIP COUNTY A
HOLDEN BEACH, NORTH CAROLINA
I A'
GRAPHIC SCALE
BO 0 ♦0 8 1 0 180 320
JORDAN - TEW & ASSOCIATES , P.A. 1
ENGINEERING, SURVEYING, PLANNING & MATERIALS TESTINGMONK
( IN FEET )
P.O. BOX 249 DUNN, N.C. 28335 1 inch 80 ft.
PH. 910 892-5159 FAX [phone]
Sheet of
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