SW7060313_APPROVED PLANS_20060407

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
U
YYYYMMDD

c4r
'VAN ACCESS&r SIGN
(USE AT SPACES 15 & iO ONM
0° ®`
SM R7-+8 OR R7-8ARDER
GREEN - BOAND LECEND
��
1NIIE •- BACKGROU110
L11E
8- IN ACCORDANCE W/
ADA STANDARDS
�•
SIM R7-8D
co FM
GREEN - I10I ER AND LE ND
WHITE - BAGKGRO M
x�
RADIUS CONC. TOP
.el CONCRETE
HANDI—CAPDETAM
1/2- RADIUS
1/2' RADIUS
2'-0" CATCHING CURB and GUTTER
REF. NCDOT STD. 846.01
r RADIUS
w0l SLOPE
^ tb •>. ,, F` V • , = � i - • •tat •.
2'--O" "MLLWAY" CURB and GUTTER
REF. NCDOT STD. 846.01
o R/W LINE METER BOX
AS PER
wa VALVE BOX (METER INSTALLED BY CURRI UCK COUNTY WATER) SPECIFICATIONS
F WRH "Nur 1' cOPPER METER SERER WITH DUAL CHECK VALVES FINISH
TAMPED BACKFTLL CURB STOP
SERVICE CLAMP NOTE:
FORD 2028 I CONTRACTOR TO CONSULT WITH CURRTTIK:K COUNTY WATER DEPARTMENT
BRASS SADDLE AWWA PRIOR TO ORDERING METER BOX AND SHUT OFF BALL VALVE
C-800 TRW" TO MAKE SURE THEY MEET THEIR REQUIREMENTS.
rr
CONTRACTOR TO VERIFY SERVICE LINE S74 TO INSURE ADEQUATE WATER CAPACITY FOR
INTENDED US& WITH BUILDMG CONTRACTOT R TO INSTALUITION
NIF
CHURCH PROPERTY
NO REC. REF. AVAILABLE
^_,4`* To WMT
PVC So" CAP
6' CONCRETE
AND ADAPTER
RIB80N
gw
3/8- TO 1- DIA
._.
WASHED STONE
PVC PIPE LENGTH
AND SIZE TO SUIT
45' BEND
"—LEN TH do Six TO SUIT
SEM
myot LANDSCAPE
CLEAN —OUT
AREAS
N.T.S.
CrtS"F IRON INSPECTION BOX
RICHARD FOUNDARY NO. L-1020
OR EI7UAL FINA�i.. PNM_ GRADE PROPOSED
PROPOSED ASPHALT
AND ADAPTER
RCi1P
B' BLOCK OR
�"— 2500 P.SJ CONCRETE
N PIPE TO BE FREE OF BLOCK
NQTr_:
?LERoUT MUST BE FREE OF
ANY WEIGHT TRANSMITTED BY
THE INSPECTION BOX
M TANK
WYE BRANCH
SIZE TO SUT,
318, TO 1* Om
---WASHED STONE (e LITER)
PVC PIPE LENGTH
AND SIZE TO SLNT
45• l
_PVC: LENGTH & SIZE TO SUIT
6- SCH 40 PVC
PAVEMENT SE = CLEAN —OUT
N.T.S.
5'-60' WIDE _
.t' CONCRETE 3.000 PSI
TYPICAL SIDEWALK SECTION
SCREENED DUMPSTER
PAD and GATE
(SEE DETAIL THIS SHEET)
NIF
EMM PROMTY
D.S. 332 PG. 279
(ZONED GB)
'per (BY LOT OWNER)
s
GUTHR
TOP OF ASPHALT
(tip.)
1-p at 4' cantor
(t1P•)pb
113 L._ MW W wwate " Wft rlbar Mash
roitiNOPC:l9 - manolNw; min C N1IC101wi,
arx 1B• aonaete 111oov 1r)W1 WO MLWY.
•/ 2- P rebw (till~)
ELEVATION
14-8'
----------------
I
I—------pr---I
•
!
f
Zr_ �. steal balvds
eme. Find (bp)
I
deoroom mlo. I
I
00 •I
I
!
j
I
L
I
— --- ---I i
r win 4ow (hP•)
o Er A u o drop Pin Gale (tip•)
DPAD ENCLOSURE DETAII.
N.T.S.
FIRE HYIIRAIIT NOTES :
1) FIRE WDIIANTS SHALL BE Ii,STALED AT 7HE
EDGE OF TIE NJ:A.O.T. lilby'Tf-'OF-WAY.
THE ONANCE FROM THE WATER W111 TO THE
FM HYDRANT MAY WIRY. THE OONTRACIORS BID
PRICE FOR TIE FIRE HYDRANT ASSEl1AM SHALL
PaUDE M COST FOR HYDRANT LEG LET4M THE VARYING FILE
2) COST TO INSTALL THE FIRE HYDRANT TO
GRADE SHALL BE PAD BY THE CONTRACTOR
STEAMER N0721F
FACE TO STREET
o: HYDRANT ASSEIMLY
I
Y & H 1 TRIIFW MODEL 5-1/4' VALVE
CO WRER DEPP IYE1fFw5TT CIlRRIIiJCK
•
7 «I a- 1 7� ��
rl r•� FI
• 1 7 : 77f
a*.
•es e
re � •
rWNF W*w 111
Ik
• '� h �
- �, ke ,••f h
,
1 7 - i
.h � k
r•
NIF
R=1 PARM
D.B. 653 PG. 480
(ZONED GB) 348.94'
Mamie
435
Quarter Land&1g
Zi
'yS� f1 �1}11 •�
,R_ 9mt
_¢J a0O•
Q "cam EJN
:. U
4
S
uy U7N
vo-
{ Field n
m
G
1107 t71
103
LLJ
M
Hal6tngeT O
\
0
w
IW 11 G a
0)
Z �►
N
O
U
8 G
O
M
5
LLJ
14
SITE �f
Z
LLLI
ir
M
op-_
4.2
U
¢
�
1102
S, F 4 Point Harbor
cc
M
O
TOMIWATER D G H � �141
LLI
U
103
HOT=
W
U
APPROVE�°°�
ccz
ORTH CAPOLINA ENR , ENTAL.
Z
MANAGEMENT COMMISSION
�
w
In
Date.Ar.j �11�111 1 11/J.1� C
h0-
-, 24k
e 004 N.T.S.
Q
En
to
a -
/ `�
a t-'8fi ?1'[ { d0.. L!7-".a5!3
U I
W
ED
sn
In
NOTES: MAR 2 8 200
W
M
1. DEVELOPER RAVA GROUP, LLC
Co
ED
Co
-- - P.O. BOX 3DO9
\
Z KITTY HAWK, NC 27949
00
V
a
[phone]
C31
♦
IN,
\
2 ENGINEER LANDMARK ENGINERING & ENVIRONMENTAL, PC
O
010
L4 P.O. BOX 1190
'
KITTY HAWK, NC 27949
[phone]
N
�-'-
N
M
M 3. SITE ADDRESS: 8460 CARATOKE HIGHWAY
4. PROPOSE? OFFICE /RETAIL CONDOMINIUM COMPLEX
AND ASSOCIATED INFRASTRUCTURF.
5. NFIP ZONE "C" AS PER FIRM PANEL 370078 0405 C
6. SITE ZONING G8
7. REFERENCE P.C. H. SL. 325, D.B. 834 PG. 532
8. PIN NUMBER 0124-OOD-OSSA-0000
9. SITE AREA 170,467 SO. FT. (3.91 AC)
10. LOT COVERAGES
N� PROPOSED ASPHALT -- (+/-) 71,336 SQ. FT.
LM 2 PROPOSED BUILDINGS - {#/-) 21,608 SO. FT.
MICHAEL B. DAY PROPOSED CONCRETE - (/-) 14.039 SO. FT.
D.B. 761 PG. 6 /7rulrn ror< TOTAL PROPOSED COVERAGE - (+/ } 106,983 SQ. FT. (6276%)
Z
0
CL
\IV
N
W
G
Ld
G
O
Z
11. PARKING SCHEDULE �'�% 6 U) q
PARKING REQUIREMENT. 1 SPACE FOR EVERY 204 SQ. FT OF BUILDING AREA w
GROSS BUILDING SQUARE FOOTAGE = 3ZO56 SQ.FT. W W U
THIS VALUE DIVIDED BY 200 SQ.FT. = 161 SPACES REQUIRED E..� — 5
162 SPACES PROVIDED E-4 z a W
12 FLOOR AREA RATIO Z z
GROSS BUILDING FLOOR AREA = 3ZO56 SQ.FT.��
-"RAPAPRON �) FLOOR AREA RATIO PARCEL AREA = 0=43ZO56 SQ.FT./170,467 SQ.FT. = 0.188 !�! V ►�
13. DUMPSTER SCREEING SHALL CONTAIN A FENCE AND A GATE. r:, W a �g
G� s3
14. ALL BUILDINGS SHALL BE UNDER 30 FT. IN HEIGHT TO RIDGELINE. L d Z
I& NO WETLANDS (COASTAL OR SECTION 404) EXIST ON THE PROPERTY. P1 1- O
"W WW
LEGEND: �' W
H W z
�ko
<1, PROPOSED ASPHALT SURFACE i j
Tace
Z o
PROPOSED CONCRETE SURFACE Q
E•III Z Iwo
EXISTING ASPHALT SURFACE V
0 ,
N0 Wol
PROPOSED CONCRETE FLUME = W z x
WITH RIP RAP APRON a
#��yj O
ta` HDPe Q Z }�+*1 0:
PROPOSED STORM PIPE
® PROPOSED STORM CATCH BASIN V 1
269BALLLASST ROCK OF 1�-(I �1 a _ROAD PROPOSED FIRE HYDRANT O I o
S 3 5-26.58-- E r silE ) 1 `. - (s£E sTNE T a Tar oErAy ( PROP0SEE OSSED M � ice( -� I :J i .. / (— r�LL U
_/ I I I 1 TiOAi+GIE mP) RAP APRON (1P) �n O r Oi
-J R. SrIIECElfRATNIN LANE V l I�.�
( *: (SEE DETAk 7 �) HYDRANT APROPOSENY � � �
( Sir 02) l ZwS PROPOSED WATER SERVICE a;
_.._.._.EXrh'NN r ...—EXWAM— _.» .,,.. tXA7'ifN_ ...._ ._... -- _.L� J.Sr _ E.CAO'IIM—
_...ii.-0F WI
. . . . . . . . . . . . . . . . . . . . . . . . _.. NL0NARMA1 . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . 70 BE OONFFUM " CU&TTUCIC it
1
. . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . BEFORE YOU DIG I. =NM WATERY DEPARTMEIM 11. . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • -
11
1I
NorE. .. ..... .................... CARATOKE - HIGHWAY - �l ............ • ...... • • .... • ....... ...... .
. ii#' pATA CiVEJM NiYY 711E�E PLANS 'IS $E[�EYAD T
. . . . . . . . . .Tlp66U W- ACC r•pc trIS Ci4i.L ' i0i1 FREE
�}
. . . . . . . . • . .Flan ALL tros� I . ,! . . . . . . . • . • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. • • . • . . . . . . . . . . . . . . . . . . . . . • . • • . • . . • . • . • • • • . . . . . . . . .
. . . . . . . . . . . . . . . .FRWr�c�r� Jff t �soa- s32-:�s rs . . . . . . . . . . . (.� 2A' -R/W.) . � �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1S NA7NI![ S MLI. CW ,MID 7>fE J
roaNTw. uePnAT NORTH CAROLI. . . . . . . . . . . . . . . . . . . . . . . . . . • • • . . . . . . . . . . . . . . . . . 11 . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . .
ONECAA 1
. . . . . . . . . . . . . . . . . . . . . . . . . {4
. . . . .
._.._.._.._.._.._. yy • t717!sTA15�fAFPr4S�YI' .
_.._.._.._.._.._.._._.._.._.._.._.._.._.__.._.._....._.._.._.._.._,._ .__
POIN M. GOLF
CLUB DRIVE-,--' � I
1
it
HALL FAMILY D.B. 420 PG. 899
PROPOSED CONCRETE CURB & GUTTER
— — —
EXISTING WATER MAIN
PROPOSED LEYLAND CYPRESS OR EQUAL
121 UNITS SHOWN
PROPOSED LIVE OAK OR EQUAL
47 UNITS SHOWN
PROPOSED CREPE MYRTLE OR EQUAL
36 UNITS SHOWN
GRAPHIC SCALE
30
0 30 60
( IN FEET )
1 inch = 30 ft
Project �
P05027
Designed By.
VEW
Drawn By:
VEW DSN
Checked By:
VEW
Issued Dote:
1 /16/06
SHEET N0.
of 3 SHEETS.,
---.,. ... _... .. .,-,. ., .. •-... - ....x1. I .... .,. 1., H..�._,...,i .-_ - ...w.-le..•t.} ..i:W .i,..y,.

S-0 71ir FRAME, GRATE AND HOOD TIP RAP APRON
R BACK OF CUR SEE DETAIL THIS SHEET B f (TL x 5 w x ,-S"E) ���,•a+��a.ab
M - - - - EXPANSION JOINT
USE ON T GRADES 2% AND UNDER 4 ��`�•` \�,-" ....' , ''. p
it ---- -- - - - a o 4 oP a o�P�
Lo
---- _- -------
O P r
c v i. = U� c/i N
A A o (2} #4 REBAR Q` F"
.e 4 ,1 LONG ° ° •�'a0 d'
R DEPRESSED GUTTER LINE `� - } - - '. �! •'�d,..,r.
EXPANSION JOINT P �'+��cS�O�e "'��,�•' V
�! 2-11 f fY , z ,, • ,• ,� o ° •rrrrrprrrssass*���� c
HOOD ELEVATION � �- SECTION Y-Y SEE FRB INLET DETAIL A a
ELEVATIONLT
J r-a' X NORMAL CURB AND GUTTER ON LIGHT GRADES PAYE#tENT B °Q FN--
z
G PLAN E ZE i z
PLAN °° MINIMUM DIMENSIONS AND W
U C„] �
tot7
QUANTITIES FOR BRICK CATCH BASIN F 3 0
0 Li
FRAME, GRATE, AND HOOD ASSEMBLY f 3 {, �� DIMENSIONS OF BOX AND PIPE Cr a G n w 3
/ PIP SPAN WIDTHWIDTH SPAN HEIGHT z oc ro 5
_-w.. D A B C G MIN H1 �,, ar STOP OF ALT o W o� ll .� 12" 3'-Q" 2'-2" 2'-3" PI.d11T rn a. �
K if �' 15 3 --Q 2 -2 2 --•6 o z
K 18" 3'-0" 2'-2" 2'-10" s �- i EROSILLi
NCDOON
CLASS A o
' + j E(ROSION CONTROL STONE N Q
IN. B 24" 3'-Q" 2'-2" 3'- 2" t: :': . '=-�.I,:...;,,. 10- t-5 THICK)o ¢ 3
SECTION A ----A L �I ^� k
� HEIGHT OF BOXES VARY �\\j \ \ \ \ �\ \\ \ \ \ \
SEE DRAWING SHEET C3 /\\/�/ /,\/ > z CY cn
s" ABC ' BtN of BASNI U Cl
J L M - t' • •: r NOTE 3,000 PS FWERI,M CONOR llr \\\�\\��\r� EtEVAtaN R a5 Lsi ¢ O
ALIGN FAME IMTH INSIDE WALL SECTION FRAME PLAN � SECTION Y-Y ; �N at -A � , �. �/' � � = � �
EDGE OF WALL TO ALLOW t FII Tt 7R Cf.DTH z W Lit V
FOR VERTICAL ADJUSTMENT SECTION P-P FINISHED GRADE V 2,r 6' FINISHED GRADE a 0 v w
SECTION B-B „ 3�4 /.` .!\� V) o
5 5 m ,f': m O [,) LEI
2 3/4' PUT P � �'-'f 3/8' 1/2` r+'`; i.,�, Q (!3 Ll �
!�
.'!•ril.`�a' •y-: 1. •-., .z•is `'•,:t s r 1.1� i�,i la!
m �- RAD. PLAN
5 5 5
3/4. '� :`_'SA•�•.: '.� - Y] „_f. 'k:: ; 1�:, i sI r j to V) t!1
BRIG CATCH BASIN • �� •��/�� � \ %i��i` �
'� N N � t/2' i N.T.S.
S3�R�IIT B-B cQ o to co
. LIJ
SECTION L-L SECTION M-M SECTION N-N SECTION R-R
\ '�"�" �vvAL PAxc�. '��J1VIE N.T.S. I7 ETAI�. \ \ \ Q
- '-- _______-.12------__- --__-- D•B. 653 PG. 480 cV N7 Ph r7
SECTION K-K ! N35'2658"W %,,� X (ZONED �) 348.94' o 000
ERAl & GRATE HQOD ,1
REF. NCDOTSTD 840;03B 0�7W�AWATER
9 z � �XT.S e z
`ba PIPE ,1,,, $D' o �$ w LEGEND:
II LPP ACTIVE AREA I
$ INV. - 81' REPAIR AREA O
,0 10 7 LINES 0308 L.F. EA. N
5' O.C. I� PROPOSED ASPHALT SURFACE
WMAI N BASIN lNFE.IRATION BASK "1 ,+ c � 12.0
m
51)ENAIL SIDE SLOPE IRATiON BASIN SiIIAIL SIDE SLOPE
pSfANCE YARtES - SEE PLAN
DISTANCE VARIES DISTANCE VARIES - SEE PLAN
'a► ash-'.�•.�'* ' ;e p. , i':tr :'. ems, ',�.. r. !� :'ae �:✓ - tx' z;, -
SEE PLAN ws:i' wa i s- sl w y 3 w= �.' Y,' v~
SEED iNFl m'flON SAM i � i
M .w _ - PROPOSED CONCRETE SURFACE
AS PER THE GENERAL '� '�.- � �. �v�. � ; � � �: � � � � a .,. ,-,'�`
SCREENED DUMPSTER -�'., -� ..-� ,v � _���' _;� -. -
SEMM SPECF7MION s. , ,- £ �.: 3• -., s a -
PAD and GATE x M ',�.�� -
EXISTING ASPHALT SURFACE
PLANS OR VARY (SEE
PLANS FOR ooNfouR PROPOSED GRASS N
) INFILTRATION SWALE I,O/T� 2
ElEVATiON INFdRk(A710N ! �
BASIN ExtTlow MAINTAIN 2 tT \ F
PROPOSED CONCRETE FLUME ,
aF SMAM110H TO 1HE SEAS011 : y MICHAEL B. DAY
.���� o D.B. i61 PG. 6 Q V U1
Hlfil WATER TAM EiEVATIDN. � • ' $ x1my �• - Y >: (ZONED GB) PROPOSED STORM PIPE E �i `-' Z • W
4 ;;- _` :6 1 t4. 1S NDP�„ , _ " �s.4 x ao PR�OSED STORM CATCH BASIN
���yy��.����{% Q ^ I1.i
BM PROMIT
i 7
D.B. 332 PG. 279 ,� Y > : E- -
N.T.S. (ZONED GB) �j •a,� , ;�� _ }I - - DRAINAGE FLOW ARROW {/
a f� �k
FINISHED SPOT
/,ry GRADE W O
a tx`j1 t ,F. Z
'V <1": •r �.., - �': as - ..:
f ,. _ .'. --4;.. ,-a. :. , '• `'- FINISHED GRADE CONTOUR
, ,�¢- < f �'� s rx=.� x�d'. 'd•�:L.�'+t. ,`-� s 3 7 D
�r � � .r« k���� > h - '6w ��'� ` - t i n� � A m .� �'�"`t°ti- 5 - - - i� - - - - f.L � �••1 rr
EXISTING GRADE CONTOURS 0
��� �� / - r _ yr; _ �,:. - � $ �� #.e sk•'�s�=.. x^= '!�: C a�•a� ,� f= �" G.�n �r •,�-". --.• .� ►1�
si F $ ' • h"t � t l� r f ��iRr x Y kfr e b Z F- i��/
�W Z
26'16' a f / - s .p , row EXESTTNG SPOT GRADE W
Z'L.
SCREENED � °:,�, � �; � ;�,, _.�,rk z - � .�� = i • o�,' � �..� � � C7
1.4
DUAIPSTER
r T _ y�.
I
/�� r � fi ' Se..:... vo.. __,;.YI _i '�.. -.,, e,-. _ .��. .J!!S��i%ff f ... „�Y'•� y �.. 1� j:.^i � W r'
!h -�:•r. ,i. T �..�����Sy'tUY�'rf •"'ci. :�' �.. : ��`9` ~',� •fir , � i '4 iyr,Y. � �f � U
J• I ,' l Ld Ckd z .!
s :' tc'
..3
I Z. z 9� , 4 i S
X - - ,i, �
a � � _ W
to �.�- _ � .�'� � .�
BEFORE YOU DIG 1 �
PROPOSED GRASS �- W
•- r��
. it fo � � •� ��;,� $>•�-� _-� �";� �-,� ,-�� _�., '� INFILTRATION SWAIE CALL IDLE FREE
CHURCH PROPERTY E W o
NO REC. REF. AVAILABLE
O y c• x, !! 1--800- O Z a-
? ' f r
�1-Ins s (A -
O
..•
v a'v 3 s,Y
_ NORTH CAROLfNa U
���.. � - - � :ice: • -� �1
r .
t
4
,
N CALL
z
1 F W i r }�
a. ,a r yy
7
-.Yr - �rs� - U'' R _ � �c�„ Y i;f f� `,� rx'r` i'. • � . - .'�3 �t�� O
v .,yid '�'.,-. � "^ -"�"'� -S, �T' <.. - "E ^:'. .Nu:r? - •♦ ��
i k Y
t ?. �K:3•. 9:r'�`z,., a �.�* "r-. ..�. .?kz..'a:: w.: �.Yxa,.. yn. .
-
a
v v. lr,
_„t .. � „ ..�.. ,,.•-: N ,.: r,: < ,. N. M� o-.,u _ ,,. ,r°-, .�", .;r- ,. _�v: •�-,. ^ .� x3'*.. V:� � ..fir -'�'� <�:, v...14s. ,��4,, �s--.a�;,xa-.�fA.'sz,. y
a � z9. mac' . � :,^" Ir` c Y', . i. a..r ,`• y�
O v a x.. L. r a x ;zs..'r 7 zx _.
far.. sf
xc. ... - _. x,1Y^I _ ''r5. r'•- rE _'+
?`z".• F. .,1. � -u• -;k .� 3�; `�' a.,� w� <:'� '� ia:i. � .
R
+► ��.t�. �.."r ,.»ram «.., 5 <..:w.,. .•. - ,.y : �. :.., ;�-.-`�'�'- f ... : .. _ .r. .. 4. .-�a:-. � %�
,
7
rn
�l
4
14 V-
;• -r r �'s'< },",n � �':.< .!" ':%tY•e"., y�}
x. .. 1�. .. "'�,--'�,'3•'� -'fit r'. "... �?f•.. i' ••,.-. -4 ''�.Z-` 7'._r� r-'1
-.�:• � -sb ,,. .. . > •. ,:> ...w� .w., �.�. 7'b3`�%M.. .,-'"` :c-<-;• ,.Me ,:..�:K ,k. �.�- .1.. s .,�` 'w �+.�'',',-icy' .�' _
$.. .- .-. - .. T .. ., _ .. - • 4
" s.
..,h<f "•�4o-.:,U ..
ef• ,.,�t r � -e. �.- ...z>.. 5 y-. 'x ,_ :.arr "-t-r, s:•% '-e•:�a -„ ,� a � -'..•;
evco. e s _ ,.r �k.. tY'...r �KYc.E} T +�,� - _ - _ �:^" sl^'., �2 l,. :fY� - - r "i ^^S. , �,.a. :: �. y" �l ;.,�.'.�= > f: �. ,�. "��'�-a... .. i.. ^ �.. - ,. . �-. ;,y i4.. .. '..e.: s'. f:..- �. .c.w .e-.:'an-. -:.s? - .Y. iii'� X ". �'. �� .Gi". `Si [}�
.� ,-e-.. ..- .. '„ ,€> .,., ...a .«I z �'" `- .v_..':•.. .`."'.r r� r. aw'.' �,-,.a. .`%r. r*•.' -/' 't�. P, .°F'. - ,r-v "->, �. Sr tr,. - ,„t:,. f; ,- .@._ '. �' Tir'v, .*,r..f'k^ 4�i:. '*. 'a y,3"r• ' .;°�,: �
.- -"ir` a.. ... - W, •F. <.. . - ..,?i:v °mow,_ ... �e =. - .. , r ., .. v ,.e, ,_ ,,, . .,:.. r- r�. , .._ e ti `.' � .,�+.. x ' $Ti ..•� i � �.5�x• +'� - `�'' H.. i', ".-.�`*..--�... :r>T'y k ,. r ,.:�'- ..�- ti ° v R..'s ..:.�< - r 4s.z - .� � A yr 3f . ,Yzil' , '.T �- li&
.. ,. ,. �'.,.�.., a...... .r.Y. :,. .. a•, a� ,. .rr..-..,:.•�., -w, r.u• ,� :,,_.,,<�.- <�� s= a ,� .'��v°s �7s. - ,:v. .",._ .s. .,.•a �, �. '.a3�' .k� .'�:z"�. :�s'y:,�. ,�.. � /�
..f . 3'.,� E. ._ .. t .Y`6.. -_ =�€.-u ._.0 fi"-,. :�:.- --,.. �� - u'-, aF. '� .� .a.- P U
u '
,
-. t. .. .. ,. • y= '.;s -. -_' S; ..�' '� ' �-.,--- .a:'- f ->"$-, ' .;:?v
'mac ' � : :tr-=�' � � u
'{c ..,- •_... y .. .. - .... .. , ...r. w .-.a z'�'a' a'-ni. �+-
�!' �` .,� .. ..: .. y._-,-. . ,. s� ,. .., ... .._- .:iv'. , :,_ � ,.. -: -_ , .., , >r ,. „--<... •a .', - , i�.a x- :r .a`.. �.,z ': t� F s .� 4�. o.
.
ik�.Qxn. ,.� y .f Y' ,.: _ [ .. . ,, t - , � .. .:: ,. .-- _ �% &""' _. �:... ..,>r , , � ,t` .. , r - .. s �% .d... '.h.. s , sY,eiti •�' = F. `•s. ".:: .a �,., � • r^�!
- , 4. N-'L. . z .� �. �{,� r. 3'�; -( ,,'"i,'_ _ - _r: •f,y. 1v�=: ,„ � �" � 's i:VIC.
, �, yi. _ ... .. `�' -., _f� -.. � k.� ,. .:. . .. ,.-��: ':� ',+`„":v, >U,r', y,..- x- �~ ;l - � k,t._ .�'•.' xt-. _.w', .r. r �,. �. .y,`$i, Fes?"•' � Z
.. 7, . ...z-, .., a. ,. ,:.'c... .,-.t ,.��:,; .Xr_._ , .^, ' _..r-, -� r,^. x :�•., .,:.:- .h. .e -, --n., � � -�Y - :.:.�"a . -'.' . _- :.,:. , '.��:-.#�.`a.>.&. a , r A
.. a'•36. ,. t..s , «. ... :.. k. _ _._..v 3c,. ems._
, ... ., �-. ., .,:. ."s5.. •k. ,. _ .y.. . .a�%s.. �:. .n .. ,. r W . u_ . UK tAr,� arvEr arr n Ruxs is ataiEVEa
lLp9 .-- r,..r �' ,, .. ��... ..t yr„ .,..� a�r.� x.. . '�' .,,..-. .. .-...-�" :-�: r .� �.. .� �- -k .=x. :-.?' e0
%.sae! .�. «.,,. .- _ «� : � , ., , y . m. _ � � < : .-. u 1 to w , .. a ,. .. n . ra ,a ,.� � -
,. .. .� -. '_ '� a.. ,.. .. �- sue' .r. .., a---. ._. -. >F. � . .. r�,"Sl'. �'rr -t .z .��.�#r• vim''": .:'«�;r
1 ,o.�..� ...,� , � f �' ..� � . �-: :.�.:. �. . �� � ,. _ � , _ .:. � � s �.,,�- - � � .� s _ .� � m ae ��aa�1 our rreE ,na�uxArw ►s Ey
,...�-a`-�,m,.f'.,,...� �•. a �,F .•.,,.z _,..,.•..,ax-. .., ._ ::..- _ =...=mod - _'i' '-r'�'.,: ,.•h.
.. . -�. a,. >. c ...h, .,,.. ,�:,. ....-.. - S_ ,�., t , : , ' �''� , .. ..r r, a ,# T 3 ,re'r>"'6; iy h . <�- =;;v �T.'`. , s `"�`:• •z • N�y
. � F ,.A -.v "sx ...v ,. .s•_ .,, � ... ...sr,.., : �'. ,< ,.. 3"..... 2n.:: _., .. .�. ,. '-YAP =.�', z. '�- -r '. a3>.' �., ask- -:y - S-���,•sw:---4'•�='�� ,;�� fI1C 'i�
aZ.. .. , ., `; t, �' ., ..r, , .. , ... Z ., ., ,- y, _,.., .. . .. ., ,. ...,r' .--_ :.. � .. -. �- -• s ;y6, •;`s^ - 5,. : r. � x 4 �.; - �' 5 M�f
.�� x,_,r - .. ,r. _. �'�' . :- -. .., . ..s- .- ....., c._ st• sv-�..b'�... _ .., .. _,:r., �': ,,,.:.��� .�:-:, >, - s'- Z.�. '.=i'-" _tx _-s ...ails`. -� >~. : r •=�,.��z -,� _,v`,� . �r
:-. ?t.L ...., . _,r• �- „z ram, - .. Win_✓:, <- f. : v. -. _ `r .....:.. _ - .... ; -,.^� - - -!c' 'v W'3- •�.,-. ,<3: •,. .,,.�`
,r
�?r
raa
ry
.... ndy r t.i �, -.�. t.ia. -..''{. A' :>�' :5 - .:::. , :._Y. .4 . >.e .,a ,,_ fir,-. , l i,�f,.-..�. ,.. ". ... _.. .:'r.. s a: t. s ... 3,' - - c_r - '._� � 171nIL (..,,,l�l
a'
..,_ - � _ �- _ _ �.. " r- ±� .. � .. � .. . �- � � -. r - _.: ;x �. Via" � �. .. �.� . � •�.w ?� _ a�.,..� _ • =" ?t�'� . �€° ,ass,. '�
,
.. , r .n.v - ,, ..., w . ,- ., v .i-:�n .- ....,.. .-.. . , -, . � - _ .mry �*,. -'3• a .-<r � :3 �.., -z^^�£ �:.a s.y�
: -n- s�.,n. - .- < < _�_-. -,,. .. -. .r .,. z - .. ..,� s. .-5. -.. , :;r.,- �: `.,y£. a`" ':-�-,>f o Ie \;1.,+„' �.-Se- -.• �S" `�. �- 1. :
,a- .. .. a ,- ,-., � ,�, ,i_ ... , � :. a-< ... .,"�.. :z :.,W, . .... 3, "'~r -� •� .,. �. 'i, rc:. >^x -v�• :: �(. �. ".,r'r.:
e•C bb ', --. :�•�..: :I -'s /„� � K� W
w"'i� � 3 •a!'.SW.�a:.' •, '�
'
-F. d.-0 '� X, )` r; } .t .£;£„ �'47 m.-�l, -.'S'. Sr •W ..Y K5:', ?�' - .:,%f- r�j� - 'KJ? : �' n• -
� s' :- ,. xc..:. .r a.. ., w s. :.� r_�K. .T- :,- ,�:.,'s • ' Y �.:. -.. r,..yrr .,i .1 (, r '.i3 _tea �� �...i.
44
„r9. ....t .-, .... rli.. .-. ..!.. .[ ,. :. " F f. J_ _-'--..'^L ".•' sn. �. Ki.a'a'. -r-'k, i Y�i In5'. Q.�.. t� -nT: k�+k��n`-^i"�%:
.,�:� PMflY4 1� C�ON1S1Rfir+'I�IDi� �F A ApGL�A1VC1' p
v•
.s, , f "�-. ,�, ,... .. :.. ' .i .. dxs _ ,. t ,.. _. ,, •� s. ., , ....,. c_r ,. � :"e. z.� '*�' ems: ".. .�' -�
., a� :. -. " �.. , ,-. ... -..., _ -...- .. _ �� .. j� j� .,,., ..._ _�.. r. , ...� •'?-:. E ,::.,!•:, x _ -�'`.:>. .x � � 11� +�j. .�,A,� �AfIE
^1 X �. •� A
X ,,. .�,. ,":- ,.::� �. � �� ...:..a . .:,� y. ....._ ,_'�" _.- . , ...: �- >._,. .z. .srY �,L - •,e �:?.» r , ' a z t ,1�ei ��: ��-"
�j� jy 1 s
�. ._ '3....n. } .. _7. ,. ... �t '#, X ,. _ ,. -.. .1ilu. ., 1 � ". 5.,-r F :. .. ;.- - :. ,L.. _ � � _.'L i. o'i'
•' Y r _ ... .,i,, ,E.s. :' • . - . - '•r,u «• , y ., .. - ::_� � . Er% ..;,�•z? �•�-..�. F'". '�' `�'""''•�,s�: ��.:`� •-'-. aa,
r ■
.:�' � .,.,_. -.5.. _ .,.... ., �: :. _ .. , <.. .: ,..N-� .-�.?� ,•?�_.� . ;. z. �:`.. �R. � Ka�''�#F�;� �. �3w'r`.x-:.
..�.�.•NOW TO PROCEM
-
.o d`� z' io 10 1a to �" 10 �! O o
D 9 r< 8 9 l�+y r rn
a o
9 � 9ov 9 M'I V EAST R/� OF
R/W - 10 10 _ ,• x X 1t tc i�OAD
e r r >-� err r r r
- . ` �-� AOJ +L - - - - - - > ��++ �p � INV. � 7. INV. >. 7�5 --� x �-� p
26 �70�E INV.i3' lea XX*V&-�' �"-�..-_...._ -�.-- � _ __.._---------- _ �_ -_- � �--_ � � 1 -�_ - - -X -------''-- - _XIiTi -- X
/9 x9Ga7 xgex--X-A9.fT--- a ' �--x.��,._--------------------------_-------'"'-' � - - - d�, --PliOP0RAPAPSED IFRFABR�C '$ - -------J-- ---�� f
_-X•aaad - - _ _ - _ _ _ _ _ _ _ - . _ _ _ x&n _ ./ RAP APRON - . - _�6+0 - � "Project
- - -='--x q-- x_-- ---------- ----- --- ---- ------------- _ ---- -- ---- - - - - -- 1 �_��' - - - ,� P05027
e ��=n.. - ' - - - - - - 'SL _ - - - - - - - - - ' - -li - - � - - �"�-fi•rt� �.` r a �� �t.w�R _ .. - ...- - - -� � �7 D@,4f 11@:�
el 6 e yy ..._ - _ _ _ _ _ _ _ _ - - - - - - - - - I - _ - - - - - - --:<e"� :. '�-,E, y `n` ",,5"4a^' rg?� t, s ^z
LI - r p,�.
fg,- - - - - _ _ - - _ - -... - - .-.....- .:--• - - - - - _......,._, - - _ _ - _ ...._ - - � � � •� � - - i .� - _,. - ...... � � _.-_ - � 3A�•�.'�- �.*`"`s � - ,fi.. '�,e-^ z� � ��s �.��` _ •cam � "!•
`/bi-„`."-•--•<r�•.�,+:-�-tnrs _ '�'.�.- -'-•--i13'- - .3i�.r '` ,r. 'i',•:h+x.,c�'�.ti.�. �:.-,..'•^°x..�,�. �;�.. wfi_:.,,.�..�,._ *n�:- _ _.._,._._........_..VEW
7[ _.._.._.,_„_.._.._•-- w. _'3,:.-„__, n .. vk s: x,r ., _...._....._.._.._..... -._,. w-.,,_,-_. ----------- _. _ - - - _ _
�J5 AO/1 *.. _ �. _.-.._.._N�._.._.._.._. - -------�YF _ A S, -• :- _-.-••_••. 1�6f- :- :^ : l AOLtS �'p4slAfS 'GPPi{i Vr - - - - - - _ A!L7 . . . . . . . . . . . . . . . . !f0L. . . . . _ . . . . . . . 1p . • , . . . .
, . . . . . . . . , , loam . . . . . . . . . . A921r - - - - ,,�. x6 � D0rh0 _ ar -11 Drawn By:
,i_ . . . . . . . . .
11 VEW DSN
• . ....................... ................ .......... CARATOKE HIGHWAY ~r . - - . ..... - _ ............. - - ..... _ .. Checked By:
, .........I.....-, ........ 11 ......................................... ....... VEW
. . . . . . . . . . . . . . . . . . . . . . . . . . . . I, .
1
. . . . . . . . . . . . } 1 Issued Date:
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . . . . . _ . . _ . . . . . �_120'.R/W.j. . . . . . . . . . . �1.�lI; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . .
x, 01 /17/06
1
...................................'---........I.....•.--•---............;� SHEET NO.
. it
.... ...........................•-'--'-•-----
.... ...._....-- ...............I..-------•-............. +. GRAPHIC SCALE
j E t71251DYPGlRP.41f1`
_ __... .._.._.._.._.._.._.._..__._.._.._.._.._.._..__._.._.._.._ _._.._.._.._.._.....-_,._.._.._.._.--.._.._.._.._.._.._-._.._.._-._.._........................ -IE-.._.._-._.._...-._.._.__.._.._.._.._.._.._....-_.._..- 30 D 30 60
• POINTE -GOLF
Y � I
....,CLUB �B D_R_IVE' ' `�
1
�•.` IN FZEy 1 inch -3UfL
of 3 SHEETS
•^"J ��T'_r-!?r,-r.'rrT"a^;'*'i�--i:xv.�r..r:-^,�;_.,'.-�.T'-.
. �1i 1 7 aril°_ i�._�:. ['•,'. -'r.. i. .. � �- g. �,r. .: ' �� '�,. 7� 'y�/:r

_.. - _. ... .. 1L —`-.Yid '_.iL,ie:2-r..1 z�':-..s `-- —`-4' --.-. _.!:.. ... ._, ....—_yeai; Ly't�:y% �,r ,4 i'�-...��.L-.-- ."_�...... .._-1. -
4H : IV MAX. SLOPE
1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES,
a.) PROPOSED AREA TO BE DISTURBED IS 166,184 SF. / J-82 AC. f/-
6.) CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL SOIL EROSION AND
SEDIMENTATION CONTROL MEASURES 7RHOUGHOUT CONSTRUCTION AND UP UNTIL SUCH TIME
AS PERMANENT VEGETATION IS ESTABLISHED AND VIABLE ON THE SITE. CON71NUED MAINTENANCE
OF PERMANENT VEGETATION SHALL BE THE RESPONSIBILITY OF OWNER.
c. ALL DISTURBED AREAS SHALL HAVE A GROUND COVER PROVIDED ('TEMPORARY OR PERMANENT) WITHIN 21 CALENDAR
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING,, AND A PERMANENT GROUNDCOVER FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER 1S SHORTER) FOLLOWING COMPLETION OF
CONS7RUC710N OR DEVELOPMENT. IF SAID ACTIVITIES OCCUR OUTSIDE APRIL 1 - SEP. 30. TEMPORARY VEGETA7ION
PLANTING SHOULD BE FOLLOWED UNTIL THE NEXT APPROPRWTE PERMANENT SEEDING PERIOD, (APRIL 1- SEE? 30),AT
WHICH 77ME PERMANENT VEGETATON SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING
SPEC'S 77i/5 SHEET).
d.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING 77ME OF CONSTRUCTION
IN ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SAND OR SILT FENCING SHALL BE
INSTALLED AS DIRECTED BY ENGINEER OR LOCAL GOVERNING OFFICIAL SO AS TO PREVENT DAMAGE TO
ADJACENT PROPERTY. SEE SAND AND SILT FENCE DETAIL THIS SHEET.
e.) SOIL EROSION AND SEDIMEIVTA77ON CONTROLS TO BE INSPECTED,
MAINTAINED AND REPAIRED AS NECESSARY UN77L PERMANENT CONTROLS
ARE ESTABLISHED.
f.) CONSTRUCTON SCHEDULE:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS
2) FLOG AND/OR ROUGH STAKE WORK LIMITS
3) HOLD PRECONSTRUC77ON CONFERENCE (OWNER, CONTRACTOR, ENGINEER,
AND APPROPRMTE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START
OF CONSTRUCTION ACTMTIES
4) INSTALL SILT AND SAND FENCING 0 LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES
6) GRADE SITE ACCORDING TO PLAN
7) ALL EROSION SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS BY CONTRACTOR. CONTRACTOR WILL MAKE NEEDED REPAIRS
1MMEDGA7FLY.
8) FINAL STABILIZ47ION OF SI7E
9) REMOVAL OF EROSION AND SEDIMENTATION CON77ROL MEASURES
PERMANENT VEGETATION TEMPORARY VEGETATION
SEEDING DATES: APRIL 1- SEPT 3O SEEDING DATES: OCT. 1 -- MARCH 31
sEm ANCRAr AF'P'ldQ MIN ROITEs/ACNE SEED A %nw AAAt"WN RAIEs/AGAPE
84M s0 L8S RYE f,18AfA1 175 LM
CONUIN B 50 LBS.
GFRANN A1LU7T 1s Lm 10-t0-10 o 1000 LB/ACRE
FEWW 20 Lam£
IUMUZER APPLY 4000 STRAM! AACP1gR s1RAw BY TACAmMG MflH ASP1NLr.
26-13i-13 O &V LB/ACAAE AET!lNir< QIP A ANIZOW1G TOOL. A IBSN WIH WADES SET AFARLY
SIRW"11f CA/ BE USED AS A IR+ M AICAAS1V4 WX
APPLY 4,000 ACRE• SM4W AAIL W STRAW BY TAMW WN ASPWT,
AET1,lYl(; OR A LUM AM"+M TDAL A DIN A17H JL400 S1:T A6Ri1RLY
SM40 f OW BE plSiEA AS A KIM ANOVO WdG MIX
VACANT
Gufim 1:
FFRIXM ROES SAW AW BEAERAL REOXAFaL1t7110U5; FX5MXY AW MOW OF EiRTxI IXW CAN BEST (E DEIfIB1 M TiEA71AWi SUE 9 MM SM TESIft
_uw4vaAm-
SAIL4FACM STABNl TAT AND MMM a01V1Ai0L R XMM A 001E+1ETf IA:t MlW CMM EKN SWU BIV/ 0 X MXMW COMM oW MW MMY NA
F LEFT MUM= CAN ALLOW MMO S SO[ LOSS nW AN OM MW STABLE UMM A SINGLE NERVY AW IS allM SiFXCOff ID IAEiETLY EMARW MW
BE Ate' Y � IiANIE YA9W E AS AMERSIMME F RW � M" AMM, 99EY � BE ED SDOM �EMM
AD &M Wp AS SOGY AS A2=F AA MOW MY BE AEEDED LM X AEW R ANIS TALE A=
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE.
11EAIf a? ZIUMEO SRDIS UM LIE RUM FDM= TOGA AND ICED AS FRWarAS P=1116 1Wif17llM"MW BE AEiZM I0 UMIN
PRODUOM STANDS
=ai 81i2c4W x otco
xgo7 - -•�
-- _ x
3 PIECES REINFORCED RUBBER I
4" MULCH. DO NOT LEAVE SOIL
ON BURLAP. AFTER ROOT BALL
HAS BEEN SET, REMOVE TWINE
OR WIRE FROM ROOT BALL
SOIL BACKFILL
BALLS GREATER THAN 2' DIAL
SHALL SIT ON MOUND OF UN-
DDRBGED SOIL TO PREVENT
SETTLIN
TABS PLAIT O DBTAYL
N.T.S.
SYNTHETIC FILTER FABRIC(TYP)
�- COMPACTED FILL TRENCH
( 4" WIDE x 8- DEEP }
SILT FWM DETAIL
N.T.S
PROPOSED GRASS
INFILTRATION SWALE
(3) NO. 12 GAUGE GALVANIZED WIRE
POSITIONED AT 120 DEGREES
AROUND THE TREE
3--2x2x3' TREATED STAKE
HOLE DIAMETER FOR BALL SHALL BE
TWICE BALL DIAMETER
j
�A
p'�Aig6
� �OF
A
�:��:,' � .sue•
'O v 1�' OR
4
/42 V
-
----------------,r-----------------
GEOTEXTU FILTER FABRIC
TOP BERM ELEVA
SILT BARIUM FENCE SHWLD BE LOCATED TO PREVI NT
INFILTRATION OF FPS OF SEDBIENT INTO THE INLIET
BOX F BACIG ILL OPERATIONS HAVE NOT BEEN PERFORM®.
THE SLLT BAMM FENCE SHALL BE LOCATED OUTSIDE THE
AREA EXCAVATED FOR INLET 13OK
s
KET GRATE
CONCRETE INLET BOX —14"I I I
�i 4'. - ': � m..'
TOP UNIT
E)dSTING
4H : 1V MAX. SLOPE
OVERFLOW ELEVATION &7V
Lei
STONE
AFL : 1V MAX. SLOPE
GEOTEXTILE FILTER: FABRIC
EXISTING SWALE
LEGEND:
PROPOSED ASPHALT SURFACE
PROPOSED CONCRETE SURFACE
EXISTING ASPHALT SURFACE
PROPOSED CONCRETE FLUME
�s' ►° _ PROPOSED STORM PIPE
® PROPOSED STORM CATCH BASIN
[- - _ - DRAINAGE FLOW ARROW
IL
FINISHED SPOT GRADE
t0
FINISHED GRADE CONTOUR
EXISTING GRADE CONTOURS
-�-i&-- -
x
EXISTING SPOT GRADE
PROPOSED GRASS
INFILTRATION SWALE
---------------
r�
x,(24/
• PROPOSED SILT FENCE
PROPOSED INLET PROTECTION
_.. — _ -- _—`_
.._...-_..---_..�...._.- —------.._._.,....,...-------
- --
---
—— _..��
72 s
toJ1 . eooz - s7.ar
..._.. .
,ems. - �0�5 .
rax5. �or,4
F� �o6s
.
. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . .
. .jl. . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . .
. . . . . . . . . . . . . . . . . . . . . .
. . . . . . . .
. . . . . .
. .
. 1� . . . . .
. . . . . . . . . . . . . . . . . . . . . ... .
. . . . . . . . . . . . . .
.......................
CARAT_
Ox%.
HIG H_ ''V�_ T_A_Y ....
i�
I - - - - • .. _ ........
11
.
_
- -GRAVEL: CONSTRUCTION ENTRANCE .
- - - - - - - - - - - - - -
- - - -
- - - �
'
� .
GRAVEL CONSTRUCTION ENTRANCE _
(SEE DETAIL THIS SHEET)
•120
.R/W }. . . . . . . . . . . . .
. n.�rx� . . . . . . . . . . . . . . .
��
. . . . . .(SEE DETAIL. THIS SHEET). . . . .
. . . . . . . . �
_
_ _
_ _
. . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . .
. . . . . . . . . . . .
I� . . . . . . . . . . . . . . .
It
. . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
_.. _.._.._.._.
. . OEM& YOU DIG l
. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . .
1
. . . . . . . . . . . . . . . . . . . . . . . . • . . .
. . . . . . . . .
__. _ . . . . . .
._.._......_.
. . . . . . .
i�.
CAt:-MLL.-FREE-
--•-•---•--._.._.._---..------_. _.._.-_.._.._.
_.._.._. _.._..__._.
.-.-- ._.._.
_.._.
.-.._.._. --
. . . . . ..+�. . . . . .
-ll�.._.... - -_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.
.���.
'M
'
r a y
� LT'
11
BE AOCIM BUr IM IS WT
QUARANIEM off
FOR VERFYM ALL HE
f
1-SW-632•-4949
,. �
CLUB DR�V$ -, •
s l
u� DMIENU rs OF
NORTH CAROL►NA
..
,1
TO cam F A c AN r
s . LAW � A AM NE
ONE CALL
�.
,
10 �r uAaw s
�:
�`�-,:`.:.:.:=.�-
�" ---- -- .... --
---.�j•.----•-- -- --
-
-- --•- --
-- -
-- -- --
-- -- -- --- _T
-- -- GRAPHIC SCALE
30
O 30 w
I inch = 80 it.
IL- �� _J0000•
0 Vo
:„s in C'4
• N
7:,cmmmma)
cri In
LLu U
\ � w
N
O
Of
W o
i=
U
2 �
w ¢ cn
a�
3
O � a o
U L
w z a,
w U
� z
a � �
~ w U U
z z
w
a
o a W
Cn w w w w
Ln in
5
w UJ w �
co cQ
� d � N
O O O O
1 LV 11� 1 d•
r
W O
Q
U
TrT4�
VLL'� Z
x
CL
WZ
Zao
OU
0w
F"W
rpm X
V1O �
WZ U
D;4O
O0
z
�UIn
=
oZ
m o
a�
[-4
�Qz
a
Ir
m
J
Q a-
TT�� O
ZI
z
O
F-
IL
N
W
G
a
0
O�z
w
W
m
w r
t;r w
Z~
zt-••••1 W
w
z"m
C x
WR
00
H
H
� w�
� x�
00
x�
Project I
P05027
Designed By:
VEW
Drawn By:
VEW DSN
Checked By:
VEW
Issued Dote:
01/17/06
SHEET NO.
C 3
OF 3 SHEETS
- ,.� - :,T
jf
�'� �''•� I i .�. �5�� i�..y� yS �� rrr ie,l ,•�.l