SW7060323_APPROVED PLANS_20060626

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�O=71id�(o_A(o��
YYYYMMDD

Ln
(:b
CD
CD
1D4-
In
CD
+1
u
Ou
0
L
_0
C,
d
G
L . -- ;"iL- t - t_ , - -, --., --� - - L-� .-- - . -T - -, . . ., - , : _,- , -. -I' --- , �, -I- '- - - ..
J-, 771
'5 7773,� Iry 7,,,7Q-:7-7
j

15.0' 36.0' RIGHT-OF-WAY
SIDEWALK 26 0'
DRAINAGE & UTILITY PAVEMENT
EASEMENT -.. 14.0, CL DRIVE 14.0'
ISLE 1
5.5' 4.V 4.0' 10.0' DRIVE ISLE 10.0' DRIVE ISLE 80 2.0' 40 -
SHOULDER [� PARALLEL SIDEWALK
2" SF 9.5-B A5PffAt ej.0 PARKING
5.63 SURFACE COURSE C1 ASPHALT I
�--- 1f4 PER FT ' FL1f4' PER
--�� FT. ----•
4.08 3
%K 14<X k4 W,
EXISTING CANAL
Ma p 2- &t 106 YW 706ea32-�
15.0' 36.4 RIGHT-OF-WAY 15.0`
18.0' SIDEWALK 2&0• DRAINAGE & UU71UTY
SIDEWALK DRAINAGE &UTILITY PAVEMENT
DRAINAGE & UTILITY EASEMENT 14.0 CL DRIVE 14.0' EASEMENT
EASEMENT
30 5.5' 4.5' 4.0' 20• 10.0' DRIVE ISLE 10.0' DRIVE ISLE - �- &0' 2.0' 4.0' 4.V 5.5' 3.0'
SIDEWALK PARKING
SIDEWALK
4.5' 5.5' 3.0' (` 2' SF 9.5-8 ASPHAL L;CLASPHALT
$ 16 DRIVEWAY & 12 CULVERT
6,1 SURFACE COURSE 8 ' 1 1f4' PER FT. 1/4' PER FT: ---- 1f 4�FT
?•- 5E'�+ �L,) =Y.3 M)F: i3-'•-.�. t'.tc7'• m{ ;fi..3''�•`t�sn• _ •: .`�,., a ,,,y �o���!- +�y,- :T1r♦/� :_''"�`i�`'"i.''"'�3. \� 3. � `ti\-1_._......\\ .�i !<\\�•��:\��\_1...,i„ h S�-A'•/t�/ / J /Y� 1/�//�
3.0 3 t COMPACTED SAND SUBGRADE 8 AGGREGATE BASE COURSE �!
c;!ST It�'C GRADE, 6' AGGREGATE BASE COURSE ---'INSTALL TOP OF 6' WATERLINE 3.0' ��/ d% ( ,��'f %�`� /
/ :: ROS3 SE flON COMPACTED SAND SUBGRADE ! >� ! ' /� `!" �• BELOW FINISH GRADE OF SHOULDER ' ��1 e� ��•%� `� / ''/ �! f ! ��
INSTALL TOP OF s WATERLINE 3.0' 1jl�� \ �. ��\ /, / / ! ! %! �J`''
"� / ds�\l s PVC s.s o a.496 , /\
BELOW FINISH GRADE OF SHOULDER "� �t �+J� �\ ` � 12" DRIVEWAY CULVERT
slid
`NOTE: CROWN OF ROAD IS OFFSET 4' TYPICAL ROADWAY CROSS SECTION B """ C] 3.0' " ��/��`� &DRIVEWAY ENTRANCE SHOWN NOTE: CROWN OF ROM IS OFFSET 4'
CAPACITY OF ROADSIDE SWALE = 8.5 CF PER LF (TYPICAL)
12 DRIVEWAY CULVERT IN BACKROUNi3 FROM CENTERLINE OF DRIVE ISLE
FROM CENTERLINE OF DRIVE ISLE W/ SIDEWALK ONE SIDE R
& DRIVEWAY ENTRANCE SHOWN TYPICAL ROADWAY CROSS SECTION A -A
ND
ll�td
ail1�
PR?)ff?5SED 12' WOOD WALK
WITHIN A 12' PUBLIC ACCESS EASEMENT
(WALKWAY DESIGNED BY OTHERS) -
- 7-- - - _,,y -
/PROPOSED CO SE TION ASE T
(46.196 S.F. CHE AREA /
i�Yfe �
1" = 5' IN BACK Qu W/ SIDEWALK, EACH SIDE � ,; 1.
N/F INSTALL HYDRANT ASSEMBLY &
JOHN W. TILLETT, SR. & LULA TILLETf 1 6" GATE VALVE Wl MJ PLUG
(BOLT GATE VALVE DIRECTLY TO
THROUGH BRANCH OF HYDRANT TEE)
�• "CULVERT INV. m 4.08`v'
LAY FIAT
Nti$ $• I
LOT PROPOSED 50 LF, 15" H.D.P.E.
33 SMOOTH WALL CULVERT j
W/ F.E.S. EACH END
10900 PVC
q04 gpIJNDARY
.tip LOT
32 I
s b IV SIDEWALK, DRAINAGE
�g & UTILITY EASEMENT
tI1 �N'^a (TYPICAL)
I,
PROPOSED 6' WOOD WALK I
+ WITHIN A 6' PUBLIC ACCESS EASEMENT j,m
j (WALKWAY DESIGNED BY OTHERS) '
tp INSTALL
1 OT �16 GATE VALVE
1 6"x s" TEE w I
INSTALL APPRpX 76' I
e C900 PVC WATERLINE
ry
INSTALL HYDRANT ASSEMBLY dC
1 6' GATE VALVE w MJ PLUG • '
fk (BOLT GATE VALVE DIRECTLY TO
THROUGH BRANCH OF HYDRANTTOI
LOT
30 i lr
.73
^ .yam
N F,�o j1J'k
G DARE COUNTY Fow
LJi
PROPOSED 50 LF, 15" H,D,P.E. a
SMOOTH WALL CULVERT
W/ F.E.S. EACH END a 2
iK q_ � IsJ
RIM ELEV. IV PERF ATED, C.I. GRATE. .63 Ld z
P.E.RSIFOR E" H-10 P ES10AN L ED O 0 a M
1 PIPE 3 4. 8 t•3- W La! 0- OC
s HOPE PIPE 1 00
\ / � � + +
tit O O O
15' PVC DRAIN BASIN, MODEL 2815AG
BY ADVANCED DRAINAGE SYSTEMS, INC.
OR APPROVED EQUAL. 5.00 --
SECTION E--E SWALE OVERFLOW
1" 5,
SLOPES OF OVERFLOW SWALE TO BE 3.0' 3 0'
STABILIZED WITH -nF-GLAIR' CENTIPED SOD.
BERM TOP OF BANK AS REQUIRED TO
R PROVIDE V DEPTH IN OVERFLOW SWALE
::Ci`3'flN .7 10' 4- 11ATlJ ELEV
(4 CROS_a SE..C-i'IC111 3 3 _......
i O. n17
A
BERM TOP OF BANK AS REWIRED TO
PROVIDE 1' DEPTH IN OVERFLOW SWALE
SECTION F-F OVERFLOW SWALE
1" = 5'
EMSGRADE
GRADE
SECTION G--G OVERFLOW SWALE
1"=5'
4' DIA, SCH 40 PVC STANDPIPE FOR USE AS BENCHMARK
L'C 1+pJ TO TRIGGER MAINTENANCE PROCEDURES VMEN SWMENT IN
BASIN REACHES ELEVATION 4.33' (3' DEEP). FILL PVC VATH
MORTAR OR CONCRETE. 4ZY LEVEL TO BE CLEARLY AND
NEATLY MARKED VATH INDELIBLE MARKING INK.
5.20 5.
31 -� V EXPOSED 3
I7 4.33' 1 f-
TYPICAL ROADSIDE SWALE, SEE PLAN MEWS,
2' BURY SHEETS 2 AND 3 OF 5 FOR DESIGNATED LOCATIONS,
TWO SEDIMENTATION GAGES REQUIRED.
TYPICAL SEDIMENTATION GAGE INSTALLATION
1"=5.
LEGEND NOTE: CROWN OF ROAD 1S OFFSET 4'
FROM CENTERLINE OF DRIVE ISLE
- - PROPOSED CL OF DRIVE ISLE
5.12 - PROPOSED SPOT ELEVATION
I
,DRY - EXISTING SPOT ELEVATION -5.00
- PROPOSED 8" SEWER -$
`•.�"""" " - PROPOSED DUPLEX SEWER SERVICE
0+00
PROPOSED SIMPLEX SEWER SERVICE
- PROPOSED 6" WATERLINE
PROPOSED WATER SERVICE
--�- - PROPOSED HYDRANT ASSY.
.�.....Es.......�s...�� - PROPOSED SEDIMENT FENCE
.... -- ... --."-- - PROPOSED SWALE
�• ,''. �;' - PROPOSED SIDEWALK
- PROPOSED EDGE OF PAVEMENT
--- - PROPOSED LIMITS OF SWALE
- - - EXISTING RIGHT OF WAY
- -�- --- - �-- EXISTING DITCH
_ > - EXISTING GRAVITY SEWER
EXISTING WATERMAIN
- EXISTING HYDRANT
1 - 404 AREA TO BE FILLED
r�
y UNDER U.S.A.C.O.E. PERMIT
(SEE NOTES SHEET 5 OF 5
told
p..! I
STATION 3 : 1 % DIOSED :I 3+4S94APROPOSEri I k SANITARY SEV*R` STATION
h ! j 8+9.83 EXISTING . • SANITARY 5EVEYt � � i � � h � � � �� � I : � r `. , � .4 i 1 . ,�y SANITARY SEWER ll�.b !plm TiNG AN I
MANHOLE O 5 $ I - 1 ' '
MANHOLE NM 4 p� � : X� � Rltil ELEV.- 6.00'V � { � � ' MANHOLE NO. 15 t
RIM ELEV.- 6,00' k• 11 1 1 INV. + (-) 4.01' 1 Tp k I I ' RIM ELEV.- B Oa' ' ey
INV. _ +) 030' ( l 1 ( ,1 $80' INV. EN () 107' {UNDSEY) �e ; s�� �s �
1 (- VENT INV. E1EV. = 1.OB ! ! 111 LOT (TYPICAL) INK IN =WE T7 2.8W (3AR_1+lLLA) t
( Mob } I SEE DETAIL, SKEET 4 OF 5 1 LOT •I d ti w `� [ ' 40 INK (-) TTw f i
t LOT I LOT
Eyy 1 jjl : 1: $ta`31
34 T,
LOT` 36 ff 37 I 1 : 1 ; '
E� IIItI F
��•C�,^a� i 1yja� I 1 � CULVERT INV. - 3.40' ,,� } •�'� ' � V• Ai' �
• 15' SIDEWALK. DRAINAGE VENT
UTILITY I �h O�'
• $ I .� I f
de TY EASEMENT I - - .^. - �'
(TYPICAL) t, y`ti I OUTLET ELEV. = 10.0' I -.- L j
wr.,• •� • . • • r..-- • • • rw, • • ;� . �' •"r" r-. ' • '*•^ n".`- rr .r. -r'$ 4,�� (- - •'•tee �.� •ww r"a.r. t
.. , ....ram ... _.+. ... r... • . ... . --w` y'C" " _.'.` • •••-r .-r-.r-.. -w' .v- "3'" ^"' y ter,•. "-•'• ...r3P�yyr. - - _ "` i. .....M. L..- ...�' ...,.. ..rLi...- •-i�.S -.
---'� s•s` r-• r ... -r r. �".rr .'_...,.r_•,•' - ~.e.... " ` .s.b '. `'..�. .-s_....• _.�-' _..,, � ..".e....�- 4),orb /I
_ . �- w - = -,,. ,L:-. i .�. _r`z s'"• _ _ - "' PARALLEL PARKING AREA
- -._ -I---�
PARALLEL PARKING AREA^ -�_ _ I ' - -r - . - - - -' PROPOSED 8" PVG S.5. ®0.4°b -
PROPOSED 8" PVC S.S. 0.4% - _ 1 Jfo-o - -� S � �- ---fit An `
"OSED 48 LF, 18 H.D.P.E
�� ` 2 00 - 3b0 - - "- $ I I SMOOTH WALL CULVERT yaLti }
- - ( I LINDSEY LA . G' RJW {PRIVA�E� P s" PVC w- - - wf F.ES. EACH END $ {gq
•• •�..• •. -..r Mw^..•+•-•1..•.•-r .1. +..•a� •���... �•1. �w� • ••. rrw��r..w_..• •• .• •.•ww•..I .•. rw-w a.• �- �' '•'� �-
- .......- t+r ..�••• --L• O -... ,. 1 �� �- I �Jy. REMOVE MJ PLUG, INSTALL I .. - -..... �"
... ... _ Jr:... -...... �.. , i �� --- -. -- I 1 1'� - I 3 (2R -22.1 g� BENDS AND
• s °1 1 INSTALL APPROX. 605, dh OX. 9 - DIP WATERLINE $ ,�} f j� �. } }
ROVIDE 4' DiA CONCRETE FILLED i $TANDPWE to
B" C80a PVC WATERUNE ,- ` � I I ` I 1 ?�
LEVEL OF I l I M 15' SIDEWALK, DRAINAGE f
MITH 4.3' ELEVATION MARKED RIM { 1 ! CULVERT-INV. .31
SEDIMEIIT REQUIRINO MAIN'IEN� 1 + & UTILITY EASEMENT •I
i
SEE DETAIL. THIS SHEET I : LOT 1 D f : $ , ' I (TYPICAL) ; E l , ' ( i M i p i ¢
28 j I I 4 i LOT `. is
i LOT �, ' ` 68.0 i ` LOT I 1 2fi �' Zr�T LOT : 2A q • j LOT 1 •c 2 ur 1` ; 4 I E `, $ I
I 29 : .o TYPICAL FOR 27 i 3' *� I
120•tLiNDSEY LANE}�1� y. I ��` ii! 114•
Jt
P� � � � � ! i ,5h 4 � 1 � " �.� : 1 : h• ` 1 � � 1 .5� �s �r1,1 ..
V.
o
FLOOD ZONE LOCATION > N/F
CULVERT WV. = 4.a8' O> KA N F � >k ►- W
APPROXIMATE FROM PRELIMINARY ( / � LOT 3 In � z
LAY FLAT SUBDIVISION PLAT BY SEABOARD^ ^ LOT 1
i SURVEYING AND PLANNING. U DARE COUNTY I BETTIE M. SCARBOROUGH b� X z
i m 11 I �Uaa
a z�z
SEINER SERVICES MUST MAINTAIN 3 ��
OF -3 �i ¢ 00
COVER INCLUDING SWALE CROSSINGS OR W Lu II r n o
DUCTILE IRON MUST BE USED WITH 2' COVER. z R�:; i Z L u a
02 _cn� U
O= IY g !i U.' D X A
(L LL W D- z W LEI u
It
p co
O)
�Ni�q M
+ram-id
NN M
PROPOSED CENTERLINE ELEVATION = 6.0' + + + + + m
SLOPE = 0% F.G.= 6.0' I SLOPE = 0% F.G.= 6.0'
6" LATERAL INV. ELEV. = 1.53' LOT 32 & 33)
6" LATERAL INV. ELEV. = 1.53' (LOT 30 & 31) EXISTING GRADE
3' MIN. BELOW � FINISH GRAD! : PROPOSED SWALE FLOW LINE ELIV. = 4.08' € " DIP
�' "..
-- -- L.--- -... ............. PROPPROPOSED 6
OSED 00 PV
I ---- --- ---- --- - - --- -- __- --- --- T• --.._ .r -_�-
" C9C�WATERMAIN _ _ _ _ _ _ � -
----------- -----..rrr .. -- - -.... 4" I.P. VENT -.- - .... _.... _...... ---
INV. LEV. = 1.08' - PR POSED 22.5' BENDS
? f SEE DET , SHEET 4 F 5 I
INV. = +0.
INV. IN = 1-1.00'1 I \ INV. OUT =4 -1,20'
d O rd] C] n 0 C,I 0 •--s 0 •- 0 cO Cq 0 �n 0 w O �
0+50 1+00 1+50 2+00 2+50 3+00
EISTIKG GRADE---_ OR C7 __--PROPOSED FINISH GRAPE
(PRIVAM
PROVIDE BARRICADE (NI.C.) A7 END OF LINDSRY LANE 36'--.-R I '
ABC, 2 FT. BEYOND ASPHALT H: 1' = 30'
V: I" - 3'
VARIES
6.44 6.00
MATCH �,____ASPHALT ENDS, ABC EXTENDS
GRADE 3 4% SLOPE 2 FT. BEYOND
Af
PROPOSED 50 LF, 15" H.D.P.E.
SMOOTH WALL CULVERT
W/ F.E.S. EACH END
ROADWAY TERMINUS SECTION C-C
1" = 5'
INV. jIN -2.24'
0 00C!
CG
tc
CD c0
sFs
0)o
d'r
0 <n�O OD x>O
C6 Co to i Co
c
o1w
O v0
:
6 06
0
3+50 4+00 4+50 5+00 5+50 6+00
TYPICAL LOT LINE SWALE SECTION D-D
1n = 5s
CAPACITY = 8.5 C.F. PER L.F.
5.00
STIN 6" DIP
_r. 0.00
IN 4 -2.77'
OUT = -3-77'
--5.00
ui
6+35.38
SHEET:
CEDAR BAY SUBDIVISION 2 5
LINDSEY LANE
PLAN & PROFILE �,,•,•��"°#��,�,,,
(STAT 0+00 TO 6+35.38) °��� ����1
MANTEO, DARE COUNTY, NORTH CAROLIN/A SEA
vo
SCALE: DRANN: APPROVED: CARD FILE 954UTIL
• �,
1" +t 30' KPO CURRENT REVISION: 10.1 ••,�' r
4:• "� 1
RJS
PROJECT NO: DATE: REVISION 'oe pI
954 1 /17/06 DATES
pERPURMANCE
ENGINEERING
8604 CARATOKE HIGHWAY - POWELL'9 POINT. NO 27966
PhC W M 4041M FAX (M 40-M
1 E1 1Vr1E_ .wi_v 1 I Vo V.■. r■.. v - - -
1"=5'
c ; T 7 T
.,� _- -- i�Fk',± F�}r i� ' � fl r �f� i �.i r. + �ikgfi� � k,Ekri'ti 'I�tileSl•r
'�i •', , r I NNN 1 � t 5 �k '
._ p_I�, rl.". 11 y1 !�' I '.�•.•1 '.!t 1�, '.rr<i^.4 ��`
l JR./li liMri✓ �4l "oiiV7' �/'f/A �fiM�y/ N'IsrMf�i
i.0 wmni nnnu•. i� "�__--�i i.oiaa_iann�i..uu. ^.wwwi

..L_- ... ._ s ` - J i..: .. L „ter (, :-: :' .!E, :a , -L,1 .4,-L -� . L-- -- --L-- JL!_.. v -.±1� - 1-., .1�I._
W
W
I-
cu
Q�
Ci
�1-
0
CD
s;L
C7
N
CT1
3
J
l•-
�t
In
4�
If1
d>
C)
CD
w
U)
u
tU
O
L
CL
a
J
U
�•----� 15.0'
SIDEWALK
DRAINAGE &UTILITY
EASEMENT
��
r
4,5'
-- 4.0' 2.0'
SIDEWALK
36.0' RIGHT-OF-WAY
2ao'
CL DRIVE PAVEMENT
14.0 14.0'
----"�-'• 100 DRIVE ISLE 10.0' DRIVE ISLE - 8.0' 2.0' 4.0' --
PARALLEL
LEL SIDEWALK
2" SF 9.5-8 ASPNG
HAL L 6.
SURFACE COURSE CL ASPHALT
- --1/4" PER FT. 1 /4` PER FL 1/4- PFT ER
4.5'
15.0'
SIDEWALK
DRAINAGE do UTILITY
EASEMENT
li-1 a1
DRIVEWAY & 12" CULVERT
EXISTING GRADE
15.0'
SIDEWALK
DRAINAGE 4 UTILITY
EASEMENT
3.5' 5.5, --- -
_,ry ..,... .=�
4.0` -
SHOULDER
36.0' RIGHT -OF -•WAY
2&W
CL DRIVE MLL
PAVEMENT
14.0' 14.0'
10.0' DRIVE ISLE 10.(0` DRIVE ISLE PARALLEL ZW 4.0" SIDEWALK
2' SF 9.5-8 ASPHAL i �.0 t PARKING
SURFACE COURSE =lCaL ALT1/4' PER FT. F r F 1/4 PER
70 Co o�
15.0'
SIDEWALK
DRAINAGE do UTILITY
EASEMENT
I� Ijlj
i` abCti�•p" INNN ,].,,}i•] \l'\ 5RTC1�\\hr\'.x%V.lNN.: \Y\\\11'IN IINNI.h�ANINNINNti t\.\\x,%I-Iti N1. 5IN 1^N�,f, �v v r,. gas } �� �v c �v v �, / �• p i r� i r r i �j f / f �! � � � � ,
COMPACTED SAND 5UBGRADE
3.0'--- 3't 6" AGGREGATE BASE COURSE 3 � )
COMPACTED SANG 5USGRADE 6" AGGREGATE BASE COURSE � � ��°'`� � � ff��� � � �� '� `� � � � INSTALL TOP OF 6' WATERLINE 3.0' R
TOP OF 6' WATERLINE 3.0' °\` \ \�� f°
DELOW FINISH GRADE OF SHOULDER BELOW FINISH GRADE OF SHOULDER
12" DRIVEWAY CULVERT f� �8 PVC S.S. 0 0.4% 1 ° NOTE: CROWN OF ROAD IS OFFSET 4' TYPICAL ROADWAY CROSS SECTION B-B 12" DRIVEWAY CULVERT
& DRIVEWAY ENTRANCE SHOWN NOTE: CROWN OF ROAD IS OFFSET 4' i Y
IN BACKROUND FROM CENTERLINE OF DRIVE ISLE �•/ FROM CENTERLINE OF DRIVE ISLE W� SIDEWALK ONE SIDE &DRIVEWAY ENTRANCE SHOWN
TYPICAL ROADWAY CROSS SECTION A -A CAPACITY OF ROADSIDE SWALE _ $.s CIFIN BACKROUND
PER LF (TYPICAL) 1" _ 52
W/ SIDEWALK EACH SIDE
1
'
.ts
CD
4y'
-'�11g"3 rZn 1,
I
I
ii k'-
h '
i r�•\ I
�1•
�
�
w
z
r�
wa
J
j
0
wa
N
11
Q�3�
2 W
Q a to Z
�F)
Q'
Z
-
O OZU
La 1= LLI
OJ
IL LLF
X
Q OXa
m>
uj uj a
EL Z
v
g-
cv
n o •f
N
0
v 00
0
5.00
EXISTING 6" DIP
ATUM ELEV ._..._.._.,._
0.00
INV. _ -2.77'
INV. OUT = -3.77'
-5.00 I
0+00
N �'�' I I •' ] 1 t '
�� o LINDSEY E. & ARVILLA E. BOWSER p'`' � "s� I N/F 1 N%F
t'r_ -\��,r } WALLACE F. BERRY RICHARD TILLET, SR.
- lbtl 7- ROBERT E. PETERSON 4
`-` -= -- - - - - ----� - - I�
r �" I ;
WF,,
� I p`4 fS / i f
D D
I•i• I �•I•,1• I I :,: STATION `� 1 7
I I
II 7
3+Li1.58 PROPOSED 1 1
MANHOLENO.2 I I I I I' I �'• s
1 111111 I SANITARY SEWER / I
1( RI M E1EV.= 6.W' j
b LOT III f
I 1' I I I I , I I 1 I VENT IIIV. ELEV? -LOW 1 tj
1; LOT -
LOT 65A' I I I SEE DETAIL, SHEET 4 OF 5 I I I I° i I I 10
CULVERT INV. = 3.30 aLOT (T1'PicAL) LOT LOT LOT : _.�. _____
o MA EFCISTINO ADE I I 3 I 4` I 5 I' LOT I c LOT I: LOT ...
12 - B' HOPE SINGLE WALL C1ILVERr I E 1 I 1 111 I I I $ j` '[ ...
• •••_� ...
4UiLET INVERT ELEV. - 3.91 r
. 1 . ! l I �,
15"0 PVC DRAIN BASIN I . I I I I I I I 1 I•' I •,• I I I I ..• _... _... _.....-...JJ •� /F
RIM ELEV. - 5.OEI' 15 SIDEWALK, DRAINAGE 1 I I� ( I-�
do UTILITY EASEMENT N y t/ ti i HARBOURTOWNE ASSOCIATES
INVERT OUT ELEV. - 3.91' (TYPICAL) p� VENT OUTLET + . I-. I �- � �
SEE 11
DETAIL THIS SH 1 1IF t
• 1 �•' ELEV.-10.0' 1 �� fi
... -..... _... ....
-.... 1 �_..._..»..._... I ...�...�...�....._. 1 ..._......_..._...�,.. i I ,....�... --- - --- �...� t STATION
......_...�..._...�....� ...� �....,..�...._....._........ ......_..._..,_......_...�.,. L....,-.......r..._..,.._ •.._.,,...._.. ..._.,.� .. ..� ... .. SWALE BOTTOM 1 I ! ' I I 7+00.19 PROPOSED LOT'
..,,,.- -� _. _� .� ..I�,.... .. ...� ..........�. -. .�...�...�......�..._. -.»... ....._._...,,.�.... �� I SANITARY SEWER
- r - ,- �� -o®v� r- ,�. .-. -- -4. -c MANHOLE NO. t
- - _,.."r. _ .. a I RIM ELEV. B.OQ'`L
-.�i �.�... �..-......� ..� ...ire ...� � �.1. ....e_ �..e ar
PARALLEL PARKING AREA , INV. (+) 0.30'
I
_ _ _ - _ _ _r ___ _ _ - �_ 1 E E `tij1 PARALLEL PARKING AREA
ys- fix:,..... ....�f- .�....i j,�,
_ - 3 4 PROPOSED 8 PVC S.S. 0.4% ;k ]1 �_ _ �._,. 5.0' PEQ�ESTRIAN..ESMT. ,
�`' PROPO 8" PVC S.S. 0.4% i 2-rw
b Ls �1 too T it -OD - - -- -5too ._ s no - - ........_.:._ -
�S'MOOTFI W 1 CllLVEiiT'P.E. ��r � -•-'-•---•----F---• �
W/ F.E s EACH END I aggeosm " za ASPHAL i 4RVIL.LA LANE 36' R/W (PRIVATE)
1��
PROPOSED 8' PVC 14L f 4', 2 8' A VALVE
gill
+� . � 'i �1 � fi' GATE VALVE � �
- ., ► _. ._ _.� a •_ _ . _ _ _ _ t � h - _ _ ,, .. _ .� ._. _ _ _ c .. _.. .._ _ ..a �. .^, ..: _ �L.� - k _ r s ':. . _ _. ` s. - �.. _ w �e. t .1 I INSTALL HYDRANT LOT
i U
... �..... _ •'1 _ ... .. . _ ... _ ... , ... _ ... _ ... .. _ ... _� . ... ,..........� ... _ . ... _ ... -..... .......,.... ... -..... may„ ASSEMBLY
..........._...�... t
............�..._... .. I
.._�...�..._...-. ...�......-.., �... ...........�, .��..."... ro'1 SWALE BOTT(MI gip• I(801.
_ 1 t 1 1 ..�...�............ �...�... ..�.... _._...._ ..�.•._..,, ...�...., � i rJ v
•• T GATE VALVE DIRECTLY TO
REMOVE NJ RLUG, INSTALL T � ' 1 • • • �' • •�• • • ! � � � � THROUGH BRANCH OF HYDRANT TEE) ;
RE L REMOVE
M BENDS AND APPRO � � � � � � � � � 6� INSTALL APPROX 890 A -� T � � � - • -• , � i � � -
15 - 8" DIP ENDS ]NE 4 15' �DEwALK, bRAINACE ; i Q-
I I` k CLOD PVC WATERLINE I I Qc UTILJTY EASEMENT A
S 1510 PVC DRAW BASH I III " I I 15' SIDEWALK. DRAINAGE i I i , �\ (TYPICAL)
T __.� O
6t UTILITY EASEMENT 15' SIDEWALK, DRAINAGE
RIM ELEV. - 5.08 1 I I I I b� D I : 1 I D (TYPICAL) I 1 I. UTILITY EASEMENT - - .. . `� .
INVERT OUT ELEV. = 3.91' 2 T F 1 I 1 I! (TYPICAL)
(SEE DETAIL THIS SHEEN J li • I LOT I : c LaT I : : I I ; it ... .........-..
12'- 8' HOPE SINGLE WALL CULVERT I • 207 LOT LOT I I a` I I t
I• -
:I 17 I;I '�OT��' 15T I �.
o1ITLxT wv><Rr ELEv - 3.91 19 18 I : I ; `�.__�_""`...�•"
t j[ 16 t, �• 1z2• i N
1 1 t 1 10r I PROVIDE 4" DIA CONCRETE FILLED PVC STANDPIPE LOT T L• j BAY TREE HOUSEING INC.
LVERT INV. - 3.20 11 I i I I: i I 73' I I' I I _!!
TO MATCH L10 GRADE N11H 4.3 ELEVATION MARKED TO INDICATE LEVEL OIL
1 I LOT i
14 e
SEDIMENT REQUIRING NAINTENANCE PROCEDURES. , ro�v 7g' 13
P SEE DETAIL•. THIS SHEET I I 8 R 35 PVC ¢ i S
vC I�I�I I:ICI rt� any. � l .
lip
i v ADAPTER FOR 8" 159• i
H.p.P.E. SINGLE RIM ELEV. 5.08' N/F WALL PIPE LEGENDNOTE: CROWN OF ROAD IS OFFSET 4'
&
15" PERFORATED, C.I. GRATE, JOHN W. TILLETT, 5R. LULA TILLETT
H-10 PEDESTRIAN LOADED FROM CENTERLINE OF DRIVE ISLE
% -- - PROPOSED CL OF DRIVE ISLE
EV. INV. EL4.06' INSTALL BASIN SO THAT RIM w Q o
12' MIN. IS AT CREST OF SIDE SLOPE, 8w `°
E. 5.08' z 11 z 11, PROPOSED SPOT ELEVATION
� Lu
- EXISTING SPOT ELEVATION
W
4" SINGLE SERVICE
� p Lk 0!
SEWER LATERAL 15" PVC DRAIN BASIN, MODEL 2815AG o
SEWER SERVICES MUST MAINTAIN 3 OF z 00 -PROPOSED 8" SEWER
BY ADVANCED DRAINAGE SYSTEMS, INC. a z a uj
OR APPROVED EQUAL. COVER INCLUDING SWALE CROSSINGS OR w Fr w & so � - - PROPOSED DUPLEX SEWER SERVICE
DUCTILE IRON MUST BE USED WITH 2 COVER. a. IL t� Lu L.
co
co 0) co L1-� - PROPOSED SIMPLEX SEWER SERVICE
Ip
SCHEMATIC DE AIL _ PVC DRAIN BASIN f° o 400
(I- - 2') + + + + - PROPOSED 6" WATERLINE
PROPOSED CENTERLINE ELEVATION = 6.0 r r h
NOTE: DRIVE ISLE CENTERLINE IS OFFSET
4' FROM CENTER OF PAVEMENT I I ` -• - PROPOSED WATER SERVICE
SLOPE = 0.0% SLOPE W 0% F,G.= 6.0'
' MIN.
_._
-� •�5PROPOSED
D SEDIMENT
AFENCE.00
EXISTINGGRADE ...-.-...-__ ..... - ._............. -.._.. .----_...__...... .
-yl.._..._.._,.._.. _...�,.......�.. .° �.. ....�...... .u.�..._ ...,._.....` � .._ _. ... �..._..._..,_..� _
• • • - • • 3 MIN. BELOW LATERAL V. ELEV, , 53 LOT 1C & 11 ) PROPOSED SWALE
PR POSED 8" DI FINISH GRADE , PROPOSED SWALE FL W LINE ELEV,= 4.08' 4" LATERAL INV. ELEV. = 1.53' (LOT12) 4- --
- - -�._. _.-- -._. -L -- D 6" C9 0 PVC WA1E MAIN -- --- ---- --.... _....-. -4-- ----------- .....,...._.. - - --
I ----t----- --- -- .•• --�. ....�.... --- ..�. _ �'- � �'� _ «- PROPOSED SIDEWALK
---- -----I--- -.- PRO OSE .,. .r ... - -_ _, .,�. ---- - - r -- --- ------ --- --- - ---- ,.-,., .._ -- �..,_.....------- •� - PROPOSED EDGE OF PAVEMENT
PROPOSED 45' BENDS _... I -
i 4 D.I.P. VENT - PROPOSED LIMITS OF SWALE
# I INV. ELEV. = 1.08
SEE DETAIL, SHEET 4 OF 5
- - - EXISTING OF WAY
............... ,.._.,.., ....-_-..__..,._ .__,_........._..-_. _.. w._...._.�_._._,_,._....w _......w._ . _.�. _..._. .... _..,..�.. _ . . _ v _ _ _ ....��_ _,__._..� _. _.._.._.. .....,,. _ _._.._._.
EX STI RIGHT
I € l.-0.00
- --EXISTING DITCH
! INV. = ' I
P 0.30-EXISTING GRAVITY SEWER
IN = -1.iB` INV. _-'0.96' 1 EXISTING WAiERMAIN
I -- EXISTING HYDRANT
O O t O as O -.tj O
�r O cD
SL
tD
tG co
0+ 50 1 + 00 1 + 50
4' DIA. SCH 40 PVC STANDPIPE FOR USE AS BENCHMARK
TO TRIGGER MAINTENANCE PROCEDURES WHEN SEDIMENT IN
BASIN REACHES ELEVATION 4.33' (3" DEEP). flLL PVC WITH
MORTAR OR CONCRETE. 4.3X LEVEL TO BE CLEARLY AND
NEATLY MARKED WITH INDELIBLE MARKING INK.
F3.63
1' EXPOSED 3
4.xv 1
LJ TYPICAL ROADSIDE SWALE, SEE PLAN VIEWS,
2' BURY SHEETS 2 AND 3 OF 5 FOR DESIGNATED LOCATIONS,
TWO SEDIMENTATION GAGES REQUIRED.
TYPICAL SEDIMENTATION GAGE INSTALLATION
1"=5
1" = 5
0
rni O rt O r O c.1 O i F O c O cd O c I O �F D
2+00 2+50 3+00 3+50 4+00
E ASTING GRADE --._ 00 O ---PROPOSED FINISH GRADE
A,RVILLAL LANE 36' R PRIM
H: I = 3a'
V. 1' = 3'
A
TYPICAL LOT LINE SWALE SECTION D---D
1" = 51
CAPACITY = 8,5 C.F. PER L.F.
O rIli' O
cd 4 1(6
4+50
VARIFS
MATCH
GRADE I
tr3 �
A/
O O c 0 ara 0
ti
CO =i' tp
cp cG
5+00 5+50
11.0'
O O �O ISO O n0 =-
c0 cG cD cG " tp 4c ip ui
6+00 6+50 7+00 7+18.16
ASPHALT ENDS, ABC EXTENDS
2 FT. BEYOND
PROPOSED 50 LF, 15" H.D.P.E.
SMOOTH WALL CULVERT
W/ F.E.S. EACH END
ROADWAY TERMINUS SECTION C-C
1"=5►
l I
I I 1 r / l i-'
-�'ri1 -. ."•-
r'� 'i v1 '
I .�
I
1"-5'
SHEET -
3 5
CEDAR BAY SUBDIVISION
AR VI LLA LANE
PLAN & PROFILE
eeeef��e�D
®rrir��
(STAT 0+00 TO 7+18.16)
e��a°,,� ��A/
QQ;:oF�ssfoZz�•+
MANTEO, DARE COUNTY, NORTH CAROLINA
A 'A� • � �
• • '. .A °"� iJ'j�Ci�D�er
sfa� '•., GIN��G.'`�+� a Tl
SCALE
1" 30'
BRAWN:
KPO
APPROVED:
RJS
CARD FILE. 954UTIL
CURRENT REVISION:
PROJECT NO.
954
DATE:
1 /17/06
REVISION���01116a1Lt
DATES
PERFORMANCE
ENGINEERING
8604 CARATOKE HIGHWAY - POWELL'S POINT, NC 27966
PriiOW &W 4W4W FAX CM -
CAPACITY = 8.5 C.F. PER L.F.
'� � • � � , I F r r a y I ? I 5. + I 7 , , , .•1 i, .I ,i I�, i
t'. ' , r• I h , r, S
.i 'I- ,I'. ,,r LI �i �. .�,; - � .. .. 1. �. ,. 1... -t _ �.' - `. _. �•I,il .. 1 .',:5 r�.

L ..
(2) 900 ELS
EXTEND VENT PIPE AS REQ'D. TO
PROVIDE OPENING AT ELEV. 10.0' MIN.
PROVIDE FIBERGLASS INSECT PT 4 X 4 POST
SCREEN IN OPENING /5' EMBEDMENT, 5' REVEAL
4" DUCTILE IRON PIPE � {
3'
(2) SS HOSE CLAMPS
AVERAGE GROUND ELEVATION AT 1�
VENT LOCATIONS IS APP(20y_;I;.O;;
PROVIDE MIN. 2' COVER OVER VENT PIPE
4" D.I.P. BELOW GRADE
TO MANHOLE, SEE PLAN SHEETS t
2 AND 3 OF 5
1�
�I
I�
DETAIL - SEWER VENT, 2 REQUIRED
- 0' 3') - -
4 PVC SCREW CAP
CL.EAN OUT
GROUND ELEVATION SEWER SERVICES MUST MAINTAIN 3' OF
1O COVER INCLUDING SWALE CROSSINGS OR
DUCTILE IRON MUST BE USED WITH 2' COVER.
PVC E%TENSfaN PIECE To
RAISE SCREW CAP 6" ABOVE
GRADE
ROTATE WYE SO THAT AIR IS NOT
-----e 1/8 BEND TRAPPED AT T13P I3F FITTING
8' SEVER MA MINIMUM SLCM SEE TABLE BELOW
4' PVC WYE
FLEIW
TO SEWER MAIN 10' MAX. FROM HOUSES
4" PVC O 0,50% MIN. (-,, e PVC PLUG FOR FUTURE HOOKUP , PIPE SIZE MIN, SLOPE
0.1.13. REWIRED AT SWALE CROSSINGS USE 4" X 4" FERNCO TO 8'x6, WYE 4" uox
WHERE COVER IS LESS THAN 36" CONNECT D.I. TO PVC
81x4' WYE 6" •m
PVC FOR SEWER SERVICES SHALL BE SCH. 40
8" ,4ox
(ALL SINGLE SERVICES ARE e)
ELEVATION- SINGLE SERVICE LATERAL CONNECTION
NO SCALE
2r DIA. WATERTIGHT MANHOLE FRAME AND COVER
DEWEY 6R05. MH RCR 2001 OR APPROVED EQUAL
WITH 'SANITARY SEWER" C�tPRINTED ON LID
z" MIN. THICK R/K'
CONCiiETE GRADE RINGS
FINAL BACKFILL
y•: .'I
•, '
w�.
1
VARIES 4' STONE BELOW PIPE
SET: PL S "'•�, I � . �
REINFORCEMENT AM GRAVITY SEWER EMBEDMENT CONDITIONS
C-4M AND AM A-106
:R. ...' R FOR SDR 35 PVC SEINER PIPE
NO SCALE
.•:, PIPE INSTALLATION TO CONFORM TO ASTM D 2321
Ld
4'- Cr " • 4" CLEAN OUT
�- W 2!- O' •' FLEIQBLE �SLOM (.S vf"f M)
Imo ` r •-!ter I BRANCH
© I "
.--I ♦ iiio-�7',}!^•`•" !.'$•- `�.' STL"': 'fib i �'r� t�'k"� ' �' .
cz)s� ;; - yi��,t a,-,s, 6" % 4 REDUCING WYE
" ' W s+^ + 1 �. `�r'' <; a V. ETC 7ti CONCRETE GROIN
r«+A d i. 9f MIN.
6" PVC SCREW CAP
1Y MIN.
i�l�.6e` ; :..: .►o� :'e.. a (SEE SINGLE SERVICE LATERAL
a. r.• f
O v u CONNECTION FOR MORE DETAIL)
© TO SEWER MAIN
8" PVC O 0.$0 MN. USE 6" X 6' FERNCO TO
{ D.I.P. REQUIRED AT SWALE CROSSINGS
CONNECT 0.1. TO PVC I
Oki WHERE COVER 15 LI_55 THAN 36'
12' NCgO.F676PAC1Fn
PLAN VIEW 4' CLEAN OUT
STONE SECTION A RIGHT BRANCH SAME AS
LEFT BRANCH
A
i 4" PVC SCREW CAP
:eft :. .. / 4" CLEAN OUT
';� Pr.x ti:F .� GROUND ELEVATION
f j NOTE: TROUGH 'L'LD DROP 9.Y
•a i dY !¢S?I :':"•• '•,�s! '••+a ? tom•.
Oy ACROSS 4 MANHOLE awlr • • s�;,";' ,?�,{. ^►i `.rr s '. '
FUAWZ BM TYPE
�' a PVC EXTENSION PIECE TO
r F. T1•F { t aT,� ti, F= i +t a FACTORY INSTALLED
� • • .,•: ''c � � �,;;. +J s: it a, j. �i r•Ta':;�,± �Gi..•;Y ^ei''t.".% RAISE SCREW CAP 8' ABOVE
. 3T,."{tvj}b + r^ :S#=!^ .S�,j: wir�•.i+,,''i; GRADE
I
/ ..-..�..,TR8H0H 3EF - - - I --4" 1/8 BEND
-.+dl". `I`�=~:w^'«':"`-z`eyF,r; ^.+ ' • 4 WYE
V ' .. C 6,'. � h t'. 71h^r,'.,'.M'4"rT-q�• ._• e; Itr• t,�-?S"':'•'' .
��51-4r."z1Kti?'r•` 'r � .r1 i • �"i�kti`�"'.` •K �3:�'.-+'�---~'� 4" PVC PLUG FQfi
Ct :', � .rgi; •x aet ,j3'. yk, kS`�d+:� ! CCNCRE`W OR GROUT TO SELLER I�AN FUTURE HOOKUP TO HOUSE
O
© .'�ali:,yI,+•i• .rySMk.s��Y'' i_ky d" PVC O O.BOX M . »
' d; �f '`�'r� + 4i'k " • p D.I.P. REQUIRED AT SWALE CROSSINGS USES % 6 F7iRNC0 TO
ass ror ' . a WHERE COVER IS LESS THAN 36
" CONNECT D.I. TO PVC
}' NOTE MANHOLES NL1M�it 2 AND >s TO BE vENTED. p • ELEVATION PVC FOR SEWER SERVICES SHALL BE SCH. 40
U SM PLAN SHFELS 2 AND 3 OF 5
N ALSO SEE SPECS. SECTION 3. SANITARY SEYEERS I� (RIGHT BRANCH IS SHOW)
o BASE
DOUBLE SERVICE LATERAL CONNECTION
EL
NO SCALE
d
STANDARD 4' DIA. PRECAST CONCRETE MANHOLE
NO SCALE
U
SERVICE CONNECTION
NO SCALE
METER ASSEMBLY TO BE PROVIDED
AND INSTALLED BY TOWN OF MANTEO
WATER DEPT. UPON REQUEST FOR
SERVICE BY PROPERTY OWNER
OVAL TYPE METER BOX
WITH CAST IRON READE
SEE SPECIFICATIONS
CORPORATION STOP, SEE WECIFICA
15.D'
SIDEWALK
DRAINAGE & UTILITY
EASEMENT
3.0' 6.5' It 4.5' 4.0' 0'
s
5.5E3 SIDEWALK
POLYETHYLENE - CTS 3/4' 3't
MIN. DEPTH 2' CORPORATION STOP, SEE SPECIFICATIONSf •�
BENEATH SWALE /e SINGLE STRAP SERVICE SADDLE
(IF SWALE PRESENT) SEE SPECIFICATIONS
SADDLE REQUIRED IN ALL LINES
REGARDLESS OF SIZE
EE=11=1f=1E
��=11-11?EI�I
1 ;iE lE tl �I.lt El.fl lE
E�II=
■
WATER SERVICE DETAIL
NTS
CLASS 'B' CONCRETE
UNDISTURBED
EARTH
3" TYPICAL
UNDISTURBED
EARTH
TYR SECTION -- TEE OR BEND
1' TYPICAL ALL
THRUST BLOCKS
CONCRETE THRUST BLOGK SCHEDULE
PIPE
SIZE
INCHES
BEND
DESIGN
PRESSURE
PSI
H
L
H
L
H
L
H
L
4' & 2
1.0'
2.0'
1.0'
i?.0'
1.0'
2.0'
1.0'
2,4'
100
b'
1.75'
2.5'
1.75'
R.0'
1.75'
2,0'
1,75,
2,0'
100
8'
2,0'
3.5'
2A'
3.0'
2.4'
2.0'
214'
2.4'
100
THRUST BLOCKING SCHEDULE
NTS
STANDARD EGCENMIC
CONCRETE HONE SECTION
"O" RING GASKET
STANDARD 4'- (+ 10 REINFORCED
CXDhICFiETE PRECAST MANHOLE
SECTION PER ASTM C-478
INITIAL BACKFILL
SPRING LINE s EMBEDMENT MATERIAL
HAUNCHING
FOUNDATION (MAY NOT ` :;',.•,' .•;'..•,'..•;..
BE REQUIRED)
GRAVITY SEWER EMBEDMENT CONDITIONS
FOR DUCTILE IRON SEWER PIPE
NO SCALE
PIPE INSTALLATION TO CONFORM TO ASTM D 2321
FINAL B
le INITIAL.
BRING STONE TO TOP
JT MATERIAL
INS, SECTION 2. SPECIAL PROVISIONS
LINE SLOPES AT CULVERT INLET WITH
CLASS "B" EROSION CONTROL STONE
(5"MIN.. 8"MID., 12"MRX.). PROVIDE 2'
APRON IN CHANNEL AT CULVERT
INLET AND OUTLET.
EROSION CONTROL STONE TO BE RECESSED,
TOP TO BE AT DESIGN GRADE, AND NEATLY
PLACED TO PROVIDE UNIFORM DEPTH AND
CONTIGUOUS SLOPE AND CHANNEL PROTECTION.
PROVIDE TYPE 2 FABRIC BELOW STONE
PLAN - TEE
PROPOSED ROAD I I
PROPOSED ROAD
CLASS 'B' CONCRETE
P1
HYDRANT - MUM CENTURION
OR APPROVED EQUAL
SEE SPECIFICATIONS-,,
DOME TOP REQUIRED \
UNDISTURBED SOIL
16.0'
SIDEWALK
DRAINAGE & UTILITY
EASEMENT
3.0' 5.$' T 4.V 4.0'
S SIDEWALK
113
MIN, VALVE1 MIN. DEPTH 2'
CAST IRON ADJUSTABLE
GRIP RING
WASHED STONE, COVER HYDRANT
2REL TO 4" ABOVE WEEP HOLE.
FIRE HYDRANT DETAIL
NTS
PLACE MAGNETIC LOCATOR TAPE
ec OVER MAIN. LOCATE 1' BELOW GRADE.
)IMPACTED BACKFILL
SELECT BACKFILL
MATERIAL (NO MATERIAL
LARGER THAN 2")
BEDDING DETAIL
NTS
VALVE BOX AND 18" DIA.
COLLAR AS REQUIRED
PIPE
1J\I•"1
I'ri------ 2' -------,•.-
STANDARD VALVE FOOTING
THIS CONFIGURATION TO BE INSTALLED FOR ALL CULVERT LOCATIONS
CULVERT INLET & OUTLET PROTECTION
NTS
FOR PVC MAINS
N.T.S.
CEDAR BAY SUBDIVISION
HYDRANT TEE
WWAIM
CRETETHRUST BLOCK
DETAIL FOR DIMENSIONS)
AIN
#5 'STONE
SHEET:
4 oF 5
�,t�tt7Gi 141111/��fj
GA,9
IiES.SIp,
a �44 9C .r
MINTED, DARE COUNTY, NORTH CAROLINA
SCALE: DRAWN: APPROVED: CAQ4 FIIF_ 954UTIL � � • • � i ' �
N.T.S. KPO RJS CURRENT REVISION: �•���n :,NCiII�IE��'�•'��o� �` %Lr� 'T •...,+ I 1
PROJECT N0: DATE: 'oAJ JT�� ,,
954 1/17/06 REVISIONJ-1 �04fis it►tt
PERFPRMANCE
,f ER
LNG NING
8604 CARATOKE HIGHWAY -- POWELL'S POINT, NC 27866
DETAIL SHEET
E 1 . ;,r , S.r
__',_'Pc

map S
m

y -) ctp U Svc/ 701-PO -'
AnXl,�'o
AA
I At V
.k
VICINITY MAP (N-75)
� U B� i �S) I C I L P L ", i U�
I � AA
a1 it 7� 1! 1 TS
DD
"��i' '1�I 11 3
if
lir � \ ill III A if N I!! j
-d!h- -A!I— Ai— k� u
�` T C 1 T i--I (� (1 I �' I---! '' —
k,J _T
T �'� Vlv/ N �'�
`�J
, :� A \ I T F n
i
—Rr) �'1 � I , � I C ! %\ N ! F-)
T�
I I i \ �l �I i I I
i �J I
I v I r1 V 1 1_ �J
i .� L I V LJ
NAGS HEAD T01,VNSHIP
- D/,RL
COUNTY -
NORTH CAROLNA.
STA''= OF NORTH CARCI_'NA
.- 1. :
NT _ -
Ti, �T T'F'F 4�G :F P. W.-H 7F;:C .a � a �. _ j U.
11, w 1` r;
GENt L N Ez)
! =RC ti T w,T-E 5';'!.AT '-- a9 6a4 . '!FITS:Jt 4E,:o;NT'AL CCOMLN it
iTC 3t A N_�EL'B` THt :.1M^V � M'h z°.',i
ROAN F
'v AGE - COjN`1 NQr7'H CAR.7 'NA
^vk,ep IUNn, FT A. APNL--A R±2Wv .FR
rp. -
MALT i'r f,- v-
1'}Se
3 �T_ 4REa 6 29 ACRES ;WEST 9^P-'.-*t' 392 A.'RE= E4�T P,.: i �1r'.
4 CAFE !: NT-. F T N. -t 9,E,: ,t 28 7419
5 : R M L'JNE AS SHCIA%
6 I E A. a-�nNS WATER k -E#R
SE PE. PAi'c' E.- -`F pMAN IE EN ;-J-E*-N"
7 THE FTF j- 1 5 .JF S- T'M WA Tr? SmAi BE RETe:NED W 7r.IN r,F R:)Au1V)E SWA,E AS PF-.jtJl _9
8 M'v!M"M &JIL;'";Nl iETB.A K L,NES'
?,NT
r-r
RED: _ % fFPr- _ MA?.; AS iW WN
THE r IF iF R RE ,ER lE A uFANA.,E. SrCf0wAU ANE.T' EA;EM�N AL-:^aG A-TFEE-N
A 2- r;FA-NAC.E ANO --11'.7 EA MENT FN RE AL-p , AL, S-TE i-_T L:NE t04r A -.Z! FA NAME AIL
U F., -Tr EASEMENT AL_:N ALL FEAF - NE
f�_,rA4 N•pirt E+E>^ _IF 'lG i 41 :7 `i+ai_L esE i?ESit NA')=I_ A., dFF: A7^A&F PEG AR,•: LE 0 '.Y L
- T'- !AL LFN'_'1-: C1= PR- F' S EET_ 16 -n'
FEFT� .N "H'S DE A:L ti M n r Arts 'E il..NA z_ -4F-_ 'S A5 FR? wA TE AS rF" AP_ N'.T
Tr, 71-!E C.,RwtF,Lji n C 0 6. - S-AN✓AKL-S RELARD-N:: R.,}„ _-» -nPT WI, AA'! ;%TwLDEQ IMUTH. H. �n•LVF
.WE DEJE'_JRE'. !iEREB`! ' CANS. FOR T"E BETv£F:- �CF :HE P'j HL,C, AN EASEMENT OVER AL- OF THE
3E RUAD P.l C_ ' � Wa'S H[i='•Jiti-
_ RE' -�wr.En Fn:�?ENCE� "11 -C"• PG 4". DE 'a `" ❑•� ^ SL 2 SL 35''
V
U_
c
;^._ C-., 01= :+FPP.; -.L FOR ?";0,.T NG PLAT
-rRM:T -4 'q : NNER � .:'Mr+ 1:.-..."'ER f - r"Wti ---F MANT- c'
'ER -It T_-A: tr:r: 9 ] AILAMFW- E :?.E_ -M_F .3F _ 'Mf' G
?RJAA&N o-av%v.'I� r'� (;^.a vN H ._NErS AN:, - f E=: N H ,rL r YJ r%_. F. ; A ' N ;N 7HE C'Fr t t -tiE DARE
RE « tF !?EELS
yA fN PA' 1AE.'- Ni FPTF, THAT T.+IS P! AT WAS rRWOON
M , 4N ACTv A! F'. 'R Jc- MADE GNnrw MY St­ERA:Cdd
CEE- DEJCR:r: _dV REC.IRCED !t•f E'••^.'"^ FACt
_ __ PIFr4 TR,j- '?-,A- T1-E RA; -")F
�'-ATE=' !S fii:0+ HAT :H!j F' A WA, PLEW APEI;
- A,-, ;IFDAN-F 07;: : S 4-_3t! AS AMENDED WTI-ESS M r &P:C NAL
--NATLPE . kEuS RAP'13v NL'M,4ER AND SEAL TH,S THE _--_ DA,
F A L.
--h 'IE'CR
yj PRELIM[NAPLAT
�q
NET FOR-
/,*%^R� ATiO N,
C0NVEYA, SALES
RA Y
I MYN. N PA - 1NE P'L5-_ZR77- T. :4E r il-!E'?E:(.`.�aVr:
.� A. T..AT --F =,..c_'E. - EIs -I_ A E•:� -N -,F
L 1U W T-"N TbE A E4 2t A - R ml-iN0-' F AL!T1
THAT HAS AN '31FC `ANLE TnAr�E•.E__ 'ES
FAR _F'_ ; OF LANE
E THAT THE Pact 15.F A P,,,QT­, C-F A
M;N'_•G e.t'
A AN , u',AN.:E [HA-
�r LAND,
u ANT ONE OF THE F'y,LGW!NG
1 TF,AT '^-'E P`JE r 1F AF,_ OR
Fa G• LAN[ ANC L'. N.T REA E A NEW
_ET Or rAn E A4 E-- EE .
n T TT E r P JE . !S ?E AN F ! N. '�'f'•-
!1R rTi,EP STRI ;r'i', '.?E. "' NA :,RAC FLA-•!R_V
`�IiGH AS A WATE:RC. USE, OR
3 'L4AT THE S'JkJE` 'S A-:ONIR=x S'I:RJE
G TPAT THE P�Er ,S '�F A,:';iTHER Ca S :P;
S,;:_I- AS T!,E KE.--_'Q !'Nta ._jN iy E ItiT:N PAR:-ELS,
A SP.•'E ^� ^:HER c�''EFT-:VN T:_,
C l-- r A"r Ao. E TO ME H THAT
M E 4 C 'F M',ti n1 T E RFST
Jr > N E +a Aa`_ A ,,E Fr rT,l tv
z C Z , : Z.
2 _ m
Z _ Z f.zZZ
W
C z 3ZaC=Zir'
o LL gaz l
CL
�!
>,
w=cLZ Cc if
c> >
43
C n -
i i l I i
d
Nc
g
c
Y
C1
v r
L
V
~
U
't
W
W �
C
Z
o
_❑
C
LTA
O
2
A
G.i a
L
�
z
O
G
(ri 0
❑ �
EN
0 =
�
c
lei
" _
w
FILE NCI.:
0504201
�t,RvEiEL):
11 /05 M S
"rAwN:
11/05 MRM/C5
_HECKEL):
11 / 22 /05 MRM
-3'-ALE:
N.T S.
SHEET NO.
1
�Clf 4 SHFETC)