SW8041006_Approved Plans_20041015

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z SITE DATA
zJ TOTAL TRACT AREA = 66. 451 ACRES
o
1 % = LOW DENSITY SUBDIVISION = 47. 183 ACRES
_ FUTURE DEVELOPMENT = 19.268 ACRES
VII*� ° 6" t0" (<71,:,,Odao / ZONING CLASSIFICATION = R-15
24" CURB d GUTTER TOTAL NUMBER OF LOTS = 84 LOTS
ROLL TYPESMALLEST LOT SIZE = 15,050.00 SF
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II � BUILDING SETBACKS
y0ERNEST L. WILLIS FRONT = 20.01W
DB 491. PG 207
TO ' 'O PIN NO• 634702699067REAR = 15.DtiF ' _ _ -iddililli
-O y zoNED R2o SIDE = 10.0
�b ' 60' d 50' PUBLIC y°9r ' = Rlc►trl of wAY c,39 • • �V1 A•4° LENGTH OF STREETS -
VARIES__ 28' 8-B % VARIES I IN 1.
y,�y u f GRACELYN LANE = 692.C LF
24" ROLLED I ✓' K I MBERL Y COURT267.50 LF
�O CHATHAM . - 20 : 1 SLOPE CONC• CURBING1 11'" 59.5 20 : 1 SLOPE I I ,� G `p LARRY STYRON HAMPTON WAY = 1099. 78 LF
TREET - (CUT OR FILL) ASPHALT (CUT OR FILL) 28',8-B , 28':-B \ `'A PIN NO•\:634702566589 ,
ro �. -_ 1 ( ;' P R FT."' ` I \ ✓1 °A$1q ZONED Iw DAVIDSON DRIVE = 793. 32 LF
�9F9 . 1------
- r �I 50'+R/W �� MI 60IR/W I� \\ S6� WAVERLY COURT = 1066.67 LF
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LF
Fqo 6" CABC - `\ y MANDOLIN LANE
UE = 652. 41 LF
ojT� _=-I �� CUL-DE-SAC CUL-DE-SAC `�
TYP. RESIDENTIAL STREET X-SECTION 50' RIGHT OF WAY CAL RIGHT OF WAY \` s,fy •
PHASE I LOTS = 18. 4629 AC
2 PHASE II LOTS = 16.8668 AC
SCALE: NOT TO SCALE SCALE: 1"= 50' SCALE: 1 "= 50' \` • , PHASE III LOTS = 11 . 8533 AC
`� \ n PHASE IV LOTS = 19. 2682 AC (FUTURE DEVELOPMENT )
W 1gz 55 N �° NOTES
i 'C ' ,r 66 ,� O
1pe 66' a "N O
5 5 4 'e'\ AREA. '
l I J Sj1°?� sA 17.665.01 SF 1 . 5' MINIMUM DRAINAGE AND UTILITY EASEMENT
2 "r \\V.:60- ..24 sFvv io'g�:6� �y SHALL EXIST ALONG ALL PROPERTY LINES
/;' a ' t= 1'62 53 .� -77 2. WETLANDS MAINTENANCE NOT TO BE THE
l4 O N. �\ iiEi+6.79 � 3zpOj-� O RESPONSI 6ILITYFTHETOWNOFNEWPRT.VICINITY MAP e8 ��; 52 0• 1013 .E �- 3. BOUNDARYANDTOOGRAPHICAL INFORMAIONELSIE M. MURDOCH TRUST 1/0' \ \� AREA- 30-°%' Z PROVIDED BY BALDWIN AND ASSOCIATES, ENTITLED
SCALE: NOT TO SCALE DB 662. PG 169 l'� 20.911.79 SF N66i'
PIN NO. 634701475824 655.26 85 ry # 10p p0 -/ 1 - •
ZONED R20 LUCILLE H. KELLY
BOUNDARY AND TOPOGRAPHICAL SURVEY FOR
c9• / o; 5 1 /' • PIN NO. 63 4702777664 .
zoNED Iw LARRY W. STYRON, MAP DATED 6/4/04
2g"W �' \ .\ AREA- a,w -�' y, is ' 6 •RESERVED BY OWNER , 4. ALL SWALES ARE TO BE LOCATED IN RECORDED
12°p0 _ 1•.0 + i 26.110.33 SF �1 y y1 ytt -i t,\ 0 19.268 ACRES
\ 5 t4 50 '\ �``, 11 60 .��`, N AREA. DRAINAGE EASEMENTS.
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�•=- / \ - �\ 31�9Si'' 26. 18.63/.98 SF
v .E,i 1, �, �,
A
'P AREA= q0 4 \ �\ 1
ti ( 26.442.63 SF 96' b(1
\ t�6� 0p O\
z • ti�
CURVE DATA - CENTER LINE OF ROAD
fir\ gA.00 . I va Sg 2 E `' `�p0A, AREA..
�� 8//
,; (o �,, 00 �� ,5.272.57 sF ,,. N0. CHORD DIRECTION RADIUS LENGTH CHORD
Ak e0 71 \°'' ° J 47 49 ey°° J` a = 1 N89° 1 8'51 "E 255.00' 191 .91 ' 179.36'
�� r 4 5 W 91 - 18�637.99 SF �j ��A. \ '1;. dip "I 1c
•a.,. ,-1 , , AREA- / -. AREA= 26• Q `,o\ 22.370.44 SA , 15.708.94 SF �� p o° D D` 1�$' �41 70° 21 'S6"E •00' •33' •33'
UNPAVED AREA UNTIL d,\ 44 ie5i9.,1 sF ss.3o sF I c., O / Al 1� �oA \ eke2 N , ') 250 / 14 ' 14 /13 a' O O y a �) °FUTURE EXTENSION g91 \ 43 0 `o� 72 �► 70 9 a \ 3 S89 02 37 E 280. 00 185. 20 181 . 84ems ?
p; AREA / •„� a 15.303.42 sF \ Ap5`j{575.pp � °v o A \ AREA= 58 h°' �4 <:` > 4 N43° 12' 31 "E 260e00' 211 . 50' 205, 71 '
e g9'y ` >, �' / 4 8 y / 7C/ AREA. 15.324.31 SF ' 15.565.89 SF 0,• \�!� .y44" a• 5�0 � i 5.045.0o SF O t� )o �p m
, >,, \�L/ 5.300.00 SF 46 •8 - ! AREA. O •O '(1 ',s, 6 �i,,; coi " i ) i
\ 1• s i ,• '� 5 S34° 45 56 E 500. 00 196.83 195.57
`.AI ` \ .___�_-_._._.....,...`,t $O, 1T.049.12 SF 0). , AREA. N 1� "`•6` `\ 9 �1, •O
1 ,.. AREA. ', �i., - T .731.0,SF C.)
lO` > 41 16.166.58\SF .'.,0.00 ` "\ 4 `\ �•�_.
16
<m IA .9 ' .�' ,--�� 7'_ -�S70 ......._ ]l'l7 01 �' m ` © AREA DO ,
-- '3 F~` ut AREA= ',/ ,'-.. 15.298.63 SF
. \ O 14.091.01 SF 16a 05 `1'' moo?'!3 f �. 6,10 ;�
N, .w, 128.54 \\ a 74 69 9 \ ass ��o / LEGEND
0 9 O 9/ . > i A7 026.00 SF \ •00 2 J,, , - „ .S.28 vi • '16E818.33 SF • \p' t2 i'
$3 r AREA. h AC ACRES
/�'' �`j $� o``\ t9�;Op © - 1 03rr •32 .``�'r�, �, : ' ry17.748.67 SF 0j 9E444.B7 SFA.
,tee°� \ �r•� 6O �a ,� B-B BACK TO BACK
/�. N•
\ �1�� - \.,S ` 6'•l /' ti / / ,,.g `,/ _ \.. ?6./ Nq' •\ 7S s\ 7 AREA. 0 �i CL CENTERLINE
\ - 84 9roo �_ `�_ 75 68 9dO?\ 15.39T.63 sF DB DEED BOOK
r 0o zA"�'" �W s'o• ., 26.51 °3.g �s`\ 9 EL ELEVATION
61 FE FINISHED ELEVATION
s0.0 . \ 6A'3AREA= g0, os+ , S ^' F ` FH FIRE HYDRANT
�114 °°-'4
2 .. ` \.y �°i' 1 A 12.61 ) ,7.328.63 SF • � � D0 a.._�°E \. �../'.'._-_.\ �►• AREA •j, 9� S)
:,
CECILIA B. HAGAN • \ 1"s 614.o2 SF \ \�::\
151• \ coNAON AREA 83 9 -r 6.� \ AREA=DB 630. PG 48 1i lgaA AA g 0 � 72.3° SF 'sA 15,59l.sz sFo �o o. 0 �yA aZ. INV INVERT
PIN N0. 63470t463456 iJa \ °1 .,\ a 86.97 sF O oy ` ,� \ ' s's7 ' �tie� ,- LF LINEARFOOT
ZONED Iw ' BUILDING LINE
,ercp67 MB MINIMUM> O /0 a� o„6g• o' (o> - 0 24 ,. 1s ioo.00 sF - 81 sS � ry \ AREA- O� �arti ��� ,, MH MANHOLE
�� vo(201.;
:, �k � ,� i AREA- .22sF �o• G�! O MIN MINIMUM
u, J AREM � '..Y LL W . L ` YyY11 L1L 4L a1 / .� (•\ 15EA_ 'NPSG O265.OTSi k n u AREA. 7.95 `M 9. 98�� f7 A '\ 'Vy')`_�`� ' -h.le 1. 'mom i-"1,:uk1- �..� y. i _1 -r 15.300. r� 4 Fr� 9� 3. , 0. N BER
P0y 11 L 00 SF 0 M
41. t y.� .1,u 14� kdk -1 1 1,Je 1,1. 1 alr , r A �J ti�
'� 1 .� 11 - , o AREA- . PBO PERMANENT BLOW OFF
y ril �b 1 ilt L. k k 1,4 le k -S \ \ A. , y:. L Lx-11 Ly 1: 11 j p.._ / r /A8 0 / / 1p.g� 40.148.6, SF . . P �^ / -/ � i�P�R,'t 66t1P ,1., \ 4 , .4r 1 1L ty 1111 L*l,l, 11, REA- „� / _.. y. ...:.�- . AREA- °_,. .. :ass / 1.. /_ "' .-' > -- PP POWER POLE
Qm "A u i - 15.300.00 SF - _.._ - _.--�,..._ ''',- 15.397 65 SF .3g p 6 �\ ► . . 79 0 �_ • 1 Q FLIOW o 4� \ `. yl 1 y \;, AREA. �n 6y a R RADIUS
e CD16.001.3737 .1 i l e RCP REINFORCED CONCRETE PIPE
> ' y •
� AREA - �.-1 i -•4_.O a:i 1 . ,... p •
0
• > �� , 9.30
.': AREA= ,\ o ,6.,s.sz u 78 !� o li. . �N • RRS RAILROAD SPIKE
15.050.00 SF„,„- a - 6 5 '
• 0 AREA- CD1 RtW RIGHT OF WAY
tr
1�5 ,- ' ►\ '' p �` g5.00 15.476.42 SF 7 7 ",, AR SF SQUARE FEET
CECILIA B. HAGAN s ° 1�. L . 1 1.'-`1, .L-i E _ L. .1 5.3t0.91 SF PP r' E =
►, �i AR A eR A o TC TOP OF CURB
'�O 1 ' i 1 21.T78.61 SF L is n 18.980.58 SF
DB 434. PG 407 - o • G"' ,"� \ 1 )1 TYP TYPICAL
PIN NO. 634701434294 `'e` ® .• 7q0 V VELOCITY
36 \ \', 1x �� 0 •
ZONED I `,� 22 • 20 -i 19 O ' ..y i �1.1 1 ..`-"L i ,O yy
t1` AREA. e• •
. ,,.
°Ls ,0- AREA= • .• L 19e.zs ,' , :z47.53 SF
1 • DRAINAGE EASEMENTS
• ,6° j� g,"� y 15.854.48 SF OO
• 1 AREA AREA• I� v /O - "ya L,4 i i `1 `L �1'`,� L •��'.
1 ' m�A •0 , 22.537.15 SF
* 21.017.a9 SF y
..� 1 11 ���� � 100'REOU I RED CURB
o \ 17 �_ �1 q�. OUTLET SWALE
(I) �� ��� _ AREA1 r0 �11 �11 -�1 1 �1.1, •_1 .'i ,�. 1_.1'+ °�1_'i_�_1 1_' '1 i_ 'C:P. i
9 /.. r i yi�L�liy 1'�`.a i"�_:>i_"_�`i�` `_-i. `"-�,� ,��;:ai 1 j •�i ✓.1-1::.r1�l a..�.y i,_ �..i�r 1`
S65.25'31"W ,. O �� .Z i7.712.22SF ! A. 1 _ vL _- I 1i- ``-', ., ..� �� 1 ' r 1 - �i
1.
0 27 AREA ,i.: 1.-.1 .. .,_i i ,(:-i 1 i - i �1 a a i_� ��' 'i- RESERVED BY OWNER
• 49.95 AREA_ 0 - - SILT FENCE
t 15.050.00 SF \ 21 �•, Cj•36 �� 45.6 / ,5.300.00 SF / /� 16 / 4 �_ e rye 11 i' - lr� r ���`i y1.1`���i. .� �i X
S68.41'03"W T. ��,;. 91 T 7 0
54.20' ' `� m \ 0 11A8Een SF p g3,gg •• WETLANDS
-- - 90. i 5.A00.00 SF
S72'06 43" a+ , , a .. - AREA. i. �/'
57.33' ���n. zo A Op - , 00_ _. �,- ��
e
24.02 3 4 1gS ` _ AREA. t0q 1 +•R4ra
S65°36'41"W 8, \ 26 A ---- 165.31 „• �3�p0s 90 15.z92.z6SF i� AGF ��1 . J�
4
101.44 .- AREA= .6 0A e� a --13 f Op AREA=
.r'• ,. 15.050.00 SF g i'' 4.91 - , 15.026'.65 SF .O .> / �O
CECILIA B• HAGAN 1N�G1 \ 6i , ti COMMON AREA
i �O.
DB 359. PG 201 567.46'51'W ` v O.pRa, Op �\ A ��8g ,, ll 8j2 A AREA = t, .
43.79 31 • • 2 1.15. 06 �69: p2 �0 31• 1 .34 18.OT AREA (3.93 ACRES) t �3►' . ��
3 PP
•
571°55`59"w AREAS %� e A � � 155 0,- AREA.21.44 SF r e ���' l e'12. 16.509.27 SF ,6 j� / F
38.57 _= ` -. 16.155.63 SF ' •, 'O r �, • /�',, l _ $, 0 -�Q� - '�' i
r o m • Vtp . ' c
.--'W t, - _ (I)
A *�_ss'Me�_ A `L 33 .y A `\ v; - A �$ l oG� /l r� es so P` .PRI�F -, .2.66 �•�'. - s� 12
N AREA `, 7 /. / ,/ O ' w 0 .� /' / v 118• y1
�`, 3 2 15.050.0o sF �V // 46 8 /' q 3 , p2
03 > •AREA. \ •t p, AREA. t / $ Nt L, 0°
O -.1 - 20.001.55 SF 4 +, 18.637.98 SF >; / - '
r; •-a a a� 39.0: AREA A ,'• fly' -��E �� '!� 30 �� __
` e'aD O A • r 15.1%.49 SF . A tD0 / /• / ��
DfAkNA HULL Ie�- W o 0� ti' v• �' i
DB 932• PG 127
' p�. d��. e o 7 > T� , / 7j g.590.36 SF /� /r 6 dam,
IN NO. 634701453936 . ��' n9 o G, o
ONED R-20�. �1;25'2g,p1 �,, (d -.1:„.---
� / �\ • �'� r� \ ' (ID �) // $9 . ���. . b�
O V'
O
' U' \ p A\�� ♦ A , -1 2 5 \ , A. r /AREA. /N kb / 12 6.504.14 SF 0 �.' f -1 'h
\ \ �0 , 2 7 6,3, 1 `,''t , "- '\ V d, �1 ...0'
1AR5E300. - / / 21.762.25 SF / 1 1 �/� _ �-� �L
35�F m
, X.:. v, m 'a ,\el I e j 10.72 \ 26 •� '�1 O`' - / ��'� ,� `�
ANNIE R. SMITH AREA.. ' m s b 6 � �� �7�
'. O , AREA' A O r / AREA. • .� / APPROVED
�, �, DB 406. PG 325 t5.662.62 SF \ • p2 �/ f �� a NORTH/���
V A ` 18.637.97 SF V O V 1� / ( r 9 382.78 SF �. 0
\ \P 1 N N0. 634701453886 1^ y �5,6g , O - A� � w a�
,ZONED R-20 �1 v \ 2 7 AREA.. �g ti �\ . o
.�' 1�.72 V AREA.. .0o SF V 93' f W1R0 ENVIRONMENTAL
N > ` / / / -�
A N�
q3.6 \, ; AREA. (2) PP. MANAGEMENT COMMISSION.
�' , A 1 A AREA. \ Mg, �`V A 17.839.32 SF / �i .�' S.l6,
\ V a , > •L\ V 18.417.70 SF V ap.(lp i'- / ��
• 42 7e DIVISION OF WATER QUALITY
v-, vv "v y iik/� '"v �5 .`' 5 th:ENCHMARK / E 2/6. 47
\ \ TINA J. SIBLEY -a \�" \ o, 2 9 57 129•
DB 887. PG 631 "4 2 8 \ \ „`, '00 •Ii......-4:zA 26,7 N, 1531 \ RRS I N POWER POLE S89°09 10"E 19 • 0 N79°19 10
\� \� PIN NO. 634701454736 �\ �\ 93 NF,a' 0, 0 �\ ELEV.=20.66 / �� �'��
ZONED R-20 AREA. \ \ ". 411" i- `;'�I"�\. ,
\ 1 •'\ 18.417.71 SF \ 1c„...i r ,A-\` q J ..6 � \ NJ /
\ \ 4gOlp'ce`.1c� p . AREA- O �3 ' .•6'S0 O GUY W. HERRING. J'.
, , Ay y9 ro \ G�-'60 92•° \ 0 22.417.25 SF �.(g• �. DB 746. PG 737 ) DAUGHERTY HEIRS
A x� 1O�Op � n �:,¢ \ PIN N0.6347014513_ DB 634 PG 373
1 yA 9 \� \ m\ = ZONEO CH W M H. REVISIONS
\ s11e p COMMON AREA �''� 108 e, O o� �` s \ / No. BY DATE DESCRIPTION
\ (0.41 ACRES) '� 2 �•, /
-j 5•y5 '� 2 , 17.747.01 SF �. .
°,J 6j/ /
\ �slal � � Ty; � 1�p.06 UNPAVED AREA UNTIL \
AREAS FUTURE EXTENSION /
�0 -- ' , ,5.196.0 SF, a -.
AREA= y 6�° �'
�'� 18.257.T2 SF � 2•p .�
\, A COMMON AREA J 9 ! `� >�' PP
\ 11'y - (1.082 ACRES) o 1p SITE PLAN
,`' � f sue,•O, `0A a �.'
�;* '
0 ,/ __,_,_ G RAC E LYN PAR K
n O6 C- 1 cN 1^ '
\1 ���\ fa N6G.y° �� 0•QG3�01g5�555 ��.��.-, \\
\ i 2 Cg- -OS. F3-5 --' OCT 1 3 2004 i
"r,•' -, °Q N..R Z°'; \IEWPORT TOWNSHIP , CARTERET COUNTY , NORTH CAROL I NA
\ y ' ' ' ia�.' .., �Ci i_
etIENT: RJP NEWPORT DEVELOPMENT CORP. DESIGNED:
\, \\ �� - ^��> GUY W. HERRING. Jr. C/O RAY MURDOCH MLM/GYT
\ \ ,�� DB 746. PG 737 ADDRESS : 123 NINE J DRIVE
\ .I t " PIN NO.634701451324
\-- IA- 66i' ZONED CH DRAWN :
,►rtwe�ri MLM/G Y T
.rw �a NEWPORT NC 28570
.,,c:1►GAROCI re'Oei PHONE : ( 252 ) 223-2229,� °� �;•• gS1�p�"4,1 CHECKED: RDC
r a04 •,k
ENCHMARK 1 00' 50' 0 100' 200' a Sip,A, s STROUD ENGINEERING, P.A. APPROVED:
RRS IN POWER POLE :# �' �3 cr . 151A HIGHWAY 24
ELEV.=25.4 4 ������/ //��������%%��% 1 R D C
\ %`/% , /%i%///zo-, , - �Q;�� = MORE . AD CITY, N.C. 28557
SCALE: 1 " 100' 5., �4 DATE: 10/12/04
rnl 1tia� •• 4 (2dr. -7479
SHEET 1 OF 11 \
NCGS►gNt1AENT
,r,,, , Ll ` ,.11` ibi )4 SCALE : 1 "- 100'
PROJECT NO. PM 816-10 ' 1 z.6445.147.611
Y.374.126.,73 '`'""11,14 RONALD D.CULLIPHER P.E.
F IF I L 16/816-10/PM816-10.DGN �►\(192T wo)

- -
r 7' - •• _____________
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___
1
NOTES SITE DATA
- CURVE DATA
p��� 1 . 5' MINIMUM DRAINAGE AND UTILITY EASEMENT PHASE 1 = 20.72 ACRES
Nk SHALL
EXIST
I n LF\I TAICC FUTURE DEVELOPMENT = 45.73 ACRES RADIUS = 17.00 RADIUS = 51.00 RADIUS = 17.00 RADIUS = 51.00
N
JH-FILL LV1J1 AlAl VKIV AlAl I PROPERTY LINES
2. WETLANDS MAINTENANCE NOT TO BE THEZONING CLASSIFICATION = R-15OLENGTH = 26.70O LENGTH = 78.12Q LENGTH = 26.70 LENGTH = 39.08
RESPONSIBILITY OF THE TOWN OF NEWPDRT. TOTAL NUMBER OF LOTS = 38 LOTSCHORD = 24.04 CHORD = 70.70 CHORD = 24.04 CHORD = 38.13
'� SMALLEST LOT SIZE DIRECTION= 566°16'36"EDIRECTION= N70°53'20"WDIRECTION= N23°43'24"EDIRECTION= N89°42'4Q"W
3. BOUNDARY AND TOPOGRAPHICAL INFORMATION = 15.026.fi5 SFRADIUS = 17.0oRADIUS = 30.41RADIUS = 220.00RADIUS = 51.00
��� PROVIDED BY BALDWIN AND ASSOCIATES. ENTITLEDBUILDING SETBACKSLENGTH = 26.70 LENGTH = 18.08 LENGTH = 12.61 LENGTH = 45.34
BOUNDARY SURVEY FOR LARRY W. STYRON, MAP DATED 6/4/04. FRONT = 30.0' 0CHORD = 24.04 0 CHORD = 17.91 CHORD = 12.61 CHORD = 43.86
REAR = 15.0` DIRECTION= S23°43'24''EDIRECTION= S78'30'18"WDIRECTION= N70°21'S8"EDIRECTION= 542°52°20"W
0��� 4. ALL SWALES ARE TO BE LOCATED IN RECORDED - -DRAINAGE EASEMENTS. SIDS = 1C.0 RADIUS = 230.00RADIUS = 30.41RADIUS 17.00RADIUS 51.00
��- LENGTH = 165. 1 LENGTH = 12.34 LENGTH = 26.68 LENGTH = 63.48
LENGTH OF STREETS
�� 5• 5/8 " REBARS ET AT ALL PROPERTY CflpNCpG O CHORD = 161. 8 10 CHORD = 12.29 CHORD = 24.02 CHORD = 59.46
CO NERS GRACFI YN I ANF 692.00 LFDIRECTIONo•
y�qa �� o \�� KiMBERLY COURT = 267.50 LF = NB.•18'51"E DIRECTION= N74°09'31"W DIRECTION= 523°40'34"W DIRECTION= 518°15'01"E
cfTy A UNLESS OTHERWISE NOTED. HAMPTON WAY = 875.00 LF RADIUS = 30.41 RADIUS = 280.00 RADIUS = 17.00 RADIUS = 51.00
0�0 �� DAVIDSON DRIVE = 793.32 LF LENGTH = 30.41 LENGTH = 45.61 LENGTH = 26.70 LENGTH = 10.72
O N70.21'S7'E T, WAVERLY COURT330.00 LF CHORD = 29.64 0 CHORD = 45.56 18 CHORD = 24.04 CHORD = 10.70
16.05 tg2,35 DIRECTION= S47°45'29"E DIRECTION= N74°45'43"W DIRECTION= N66°16'36"W DIRECTION= S59°55'45"E
_„c
• N68.43'24"E 1 '0 O ,0 RADIUS = 51.0.0 RADIUS = 280.00 RADIUS = 39.00 RADIUS = 39.00
FUTURE DEVELOPMENT 38.11 o O CHDRDH 6 .92 0 CHDRDH = 80.00 19 CHDRDH 29.64 co CHDRDH 29.64
DIRECTIONif_S62°47'57 DIRECTION= N87°38'31"W DIRECTION= N01.03'38"E DIRECTION= 543°36'50"E
VICINITY MAP �\ .yA"< Q�
sm.:MQT ToscA�c \\\ \/ •/ \ E,B . .•• C°V ' 05 . LIF7 o RADIUS 51.00RADIUS = 280.00 RADIUS II
RADIUS = 17.00
N 'I R1w 83' W LENGTH 35.92 LENGTH = 75.36 LENGTH LENGTH
1 �\. `ZG29 STATION o6 = 26.70
\IE 6 6 0 .r OCHORD 35.19 Q CHORD = 75.14 ®CHORD CHORD = 24.04
\ I A6o' PV }� � 5"(2° o SITEDIRECTION N59°38'49"EDIRECTION= ST6°26'03"W DIRECTION2'33"EDIRECTION= 523°43'25"W\ ° 33 13\• 0 2g°wZ \ N' Zq°F 9 3° �_ri ST2°000RADIUS51.00RADIUS = 17.00RADUSO \\ ,14•A268.A3 £ 5°' FUTURE DEVELOPMENT LENGTH Sg•18LENGTH = 26.70 LENTH� N � 7O CHORD � -
� N/F \ „ ��� �n•,w, 55.91 4CHORD = 24.04 1 CHORD= CECILIA BRONK HAGAN \ 2 W mQS > �'w �?TjF R TIONNO6.1S5""tEEsr
DIRECTION= N66°16'36"W DIRECTION 12'16"W4 -
114OFPIN N0. 634701463456 \ b?, 3" o ojAPPRppAL•
DB 6NO PC 048 \ Q' O D ®__IZONED IW AREA= N fi w. � T B 4.�� 15.041.69 SF\ AREA- ""` L _ Carp1 .__ D ;G`\ 3S /�.. O -20.065.07 SF / n U '�'' Ina. d0Cer � TDwn - ��.:.::.:� -•ae,, ,..�_ -�� � T° Boar tify .tha Cle.:k of/ Nr / °'Nj w ed d of Comrni on theytheTownof, �' EPs� /i„ GEEi � the s sov da. Ne_ dedi ti s r Yo or ,NPG/ \ ° P/ -4 .,, -- a dr ca oofaxi.P oved �-, �'A tho �- y ` 20JP✓ -0 /Z°%Pin� 3 / pno7the S1teS , y 1he treetS n + ys plat r -' 7Z t TE
z / AREA= o / / „E c\ _ OnS.lUlll O pL�'I31i c.nen rf=�njC:i he
w • 15.050.00 SF , / 2A Pccylc-' _ y _ ty t0 �' pll:'� tS. ri. ,-n ntP end
431 E -- Ill O e rOSE'S ;, .2,,,,_ 8CCn-,
�_ �+ tw\ s �I' of intai own r u
Z �\ ® AREA= 66' ANGF i' ?43 ng bo ep n �I! ma sarn sn cn. of_w.at; l c r_ LEGEND
`� 0° ,v AREA= .52 SF �' q0 ./ \7 N/O Oc �� ,�,_. '' ,�'I`. the Town 1; �' L� erg 4L'-� public
w `m 6_o IS' m �' ,, q ruTUIIei4pV-.6PMENT -l , ,.^ e S S'4.me
`w �C�o\ ,�" ' w -` /fit° ON r- 3 �y / �,,,,,. t ", it in
the
u; 0�1211pr. Cr EIR EXISTING IRON ROD
C 9 i JE % \ AREA= 2J ." ! 11 P
�w ._\ t 4�J \ 22.537.15 SF �' T; 2 'wu '. .. IPA" E
> ; 6 ,P O Py6 j °' 1 •3 tie p t.. \; EI EXISTING IRON PIPE
•O _ ,.r£ ;� AREA= .1 .:.,i,T interest,f,
PK EXISTING PK NAIL
w n/' ,.,a r AREA= d :i 4 .Y� ,'u/ L. �i.077.s5 SF -c rOr�•� �� �• do I ACM FXTSTiNI` CONC. !d'1N.
CECILIA BRDNK HAGAN ' " ' �� " i
t 15.050.00 SF \ '/ fe.�.s1 ;�►-I°- �. ` : - SIR SET ROD INTTt'E..
PIN N0. 634701464294 ,s,, 9� Z G y� � s 4 g5 ". _ j 1
�' JD , d '� ra l`et CI I! GTFII PtITNT
DB 401 PG 000 • i` / •• n ` j9 /(;� ) y � ur lALULAitU ruin)
ZONED IW "..."4 . \ /' 15 N. AREA= \' 2L7 ��= o I ,. MHW MEAN HIGH WATER
^2� /. N'S D _• 15.854.48 SF /J `_ (11)
17.712.22 SF of M l A Lt ' a"c,l ,.. ,�, - _.;.,
p •_ / S c ;� ,��I .O r\ U• ,, N/F NDW OR FORMERLY
v \ PGE � / co
> a / • p'" to 00 ,i t 1� MB MAP BOOK
1p / m 1+`� 1 �r REA= o ° ,QD�, PDB DEED G PAGE BOOK
pR1`�- Q O �f ► / 1� - .3 ' 15.300.00 SF / -1 „,u ..k c j.
• , AREA= \ •O u+ Ji.: \NPG/ �, i O • W..L V.
ts.o5o.00 ° o °pP/ AREA= o �0 '• PP POWER POLE
\ N65'25'31"E (---
\ 3F\ •t^ / _. -- P
i.F 15.300.0@ sF /o LP LIGHT POLE
\ 49.95' Y _ h ; y ,,:. OE OVERHEAD ELECTRIC
\ N68°41'03"E / '° _ j' ! ELEC ELECTRICAL PEDESTAL
\ 54.20' j1N \ ° AREA= Op W TRANS ELEC. TRANSFORMER
\ N72.06'43 E !` P" EP`6 � ° 'AREA= F a� f Q qh / 15.292.26 SF,, ! a �" TEL TELEPHONE PEDESTALL
„ a GE `18.637.98 SF �
\ a P3N M- �t 4 --- m / AREA= TV CABLE TV PEDESTAL
\\ 57.33' - f is N Z° OP AREA- •s o 0 tSO�►�� N/O O 15.026.65 SF `' / �f CO CLEAN OUT WM WATER
CECILIA B. HAGAN \ N65'36'41"E M0 /� 15.OSo.Oo SF \ o �53'0 1.9� S•43- 90,E i' �o
MBL MINIMUM BUILDING LINE
101.44 �. �/ -� �5 3 w • / TOT TOTAL
DB 359, PG 201 \ / �/ \`° �\ O J 2q"* /
�Ot.► ��• U \ 30j 6 ® 4111
CMCC CONCRETE MONUMENT
7.46'S1"E
w \v •.
4�.79 AP '\\" €111)r A'��,15. O 1 S6a.43 151•9, c \ - a,. -,'4 010 3• S TOT, �'QO ` so M� CONTROL CORNER
N71.55'59 1< D AREA= \ A 2A'6 �p �A- ^ £ •�S ' FUTURE DEVELOPMENT
38.57 \ ". AREA= .63 / /
t'� \N \\ `g 'A 19.921.44 Sr O 30 04 / /` AREA= 3
' .. L ' p t:52' `N �� ,� �: 85� T �'l •p 8l / 15.509.27 SF
-' (I) <"� ^ w AREA _ O• \o_ 4 (..Q� �� Spy,
c - - '- - P 3`F ._ _ _ l- _ t •-'c r.. ,,....,1„ J _ _-tea _ _ _•-
_ a
ZA:
j.
iy AREA= , N h� �.J \ a ® ...../'
J \ \i �' .AREA= 4n 5 c _
•la
P
��' ...t Nj2_ 20.001 N/F .55 SF �:- �, i AREA= r ♦• / Z 18,637.98 SF \ ,a�, o ") .�
C7 •O f� ` / 19.599.36 SF
\ \ MANLEY G. SMITH �'n = 35. .mow 0 15.495.49 %\ 1 • ! 6OA 9 0 o r^ n 4 96 2A go
DB 43 PG SMI �. `18. \ •:O •<• -o .o �1°•O,' �''\ F, 9' 21.762_25 SF.,F- / / '-t- /\3 16„w
\ZONED R20 „w Z © ® G,1 Z y m0 ZA �\tF ^v Q a / ��` 40 448,..., 66.5° TDrN OF NEWPORT
\ ,,��:25'91° ® C4'S` V - 2 A _ 0 TFJ PLAT HAS BEEN APPROV FOR CORDING.
01
S � ; / ; :, c p �� N6 r\ _ 20.461.315E , ��
., `c 0 7 Y/ O 1 .� Z \ 411) 16E637.97 SF. ,/
N/F 0 , \ `/ ® O® ® / �\ AREA.. AREA- �^ 3�/
24.48 .O, .3 i 'D;
\ cc (� \ \ ••,\ 18.637.97 SF,, 6,_,� 1s.300 00 SF i O- ATE
I. WALTER I SMITH AREA= o o F, ON NG ADMINISTRATOR.
�\ 'V DB 406 PG 325 �_ 15.662.62 SF �" © $� ( 11111 �'\ 'a •. �L 00 2 / o „� / ��
ZONED R20 ��' S n� �r24�w NS ,�S T0 in i ,6 90' - r,
\ 4 T A g2.0 A�1 Z AREA= Q S60.4
2 REGISTER OF DEEDS CERTIFICATION
15.300.00 SF �, ? !'� FILED FOR EGISTRATI AT �;00
\\\.
//��� N C168�6q j4'�G j \ 3.03 i ' % :I.C.:E:::_
'
,\ \---
i�'- J N \ 6� \AREA= \ •'� M6'� S AREA= �.'1 . 00
0 43 \ 90 \ ON THE _ _ DAY OF
�(' J -
•� p \ a, i8.417.70 SF \ .�- - �, 17.839.31 sr s 9\- o RECORDED IN MAP BOOK _ �_ PAGE
\ ! N/F ' \ s = 9° 00 ,TA
1 �o `lr��\ ��•51 g�N3 '' 'l' N/F MELANIE ARTHUR. REGISTER OF DEEDS
TINA JOANN SIBLEY A
N4.
569,q3' CMCC o� 7€4 \ ,<,/i\01P` DBY746.w. HERRING.
Jr.
°� .
\ PIN: 634701454736 O� 'n o_ '4 00 °0 .r • . 6a1 PIN N0.634 701 4 51 32 4 ' ' _
DB 887 PG 631 - rP , AREA= ap © g3. 93' N Gl) ,,,, 91°• ZONED CHBY\ ZONED R20 \18.417.71 SF ` N 6� AST'DEPUTY
,� ,\ 6" O \ 3� ® N` g2.0° , ,P \ 25.238.31 SF -' �{' ^w
A a 0 M \,A P\' o °�' 5°
\ °•0 5A E 9 00 ex .IN a7w e I v10 .v z�t.�, sbb.
N1 4 CowoN AREA •F1pC ��c E,AS °oa•2 © "� REVIEW OFFICER CERTIFICATION
\ ? AREA= 011\ �� 6° 2A"E 2 STATE OF NORTH CAROLINA
\ �.^ sa., A \j .a31 ..,- Me �y / COUNTY OF CARTERET
\v. \ �..� 'Z8 \lbT' �l AREk= i., 1r _ ..
`\ .3 4g I.* N\y1 �-- 18.84 T.60 SF Vr r • -,; Gp�j pt1n, /����rt��
�9 .q3 2 0 I. G`-n•Za.84S1A1. �_. REVIEW OFFICER OF CARTERET COUNTY.
O , she / �, ID AREA= •-
CERTIFY THAT THE MAP DR PLAT TO WHICH THIS CERTIFICATION IS
\ •
\ AREA2 .67 SF .\ O I
9 �"'� �o; �uNPavEr AREA UNTIL AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
\ 3y o 352 2 \ , FUTURE EXTENSION CERTIFICATE OF PURPOSE OF PLAT l//, fD/A/A_'��,(�//A'�-"O .� AREA= S _ \� i(Y-6(4�`� I-3a^��
6..,
19.352.32 SF - THIS SURVEY CREATES A SUBDIVISION OF LAND R EW 0 CER DATE
C0 AREA y \\ IN A JURISDICTION THAT REGULATES THE
� i AREA= o �, ,,yr>s N/F
SUBDIVISION OF LAND.
MCC 4T.854.TT SF `,,' 6 6 GUY W. HERRING. Jr. (`4 v� w
N 50.00 DB 746. PG 737E w �€ A".
s_ ' 109 �-
s 2 n ;�,� FIN M0.534707451324 0,4IIIII/fis REFERENCE NOTE:
\ z�� 6, ,w N/F o Z / (`OAne/'i� BOUNDARY INFORMATION TAKEN FROM MAP �QR n n
p 5 pip \\ CECIL G. SMITH 41 __ _ _ "° V 'i PREPARED BY W.D. ROBERTS JR. PLS �uoJ-SSIONAL LAND SUR E
\ 1. %� Ego O \DONED2RPG 379 '�-` % + E� #`�' ENT I LTEDWIFE PLAT FOR LARRY W. STYRON
.`?►:DOE m AND WIFE REGINA STYRON. MAP DATED___.
\ oa N N/F \ �� Z �� .QQ �' • FEBRUARY 25. 2000.
ao CECIL G. SMITH \ - c^-1
O J �// •7�L1 REFERENCE: DEED BOOK 1078. PAGE 166
•\ DB 203 PG 432 �.- -- DATE --
• �Q o s s ZONED R20 ,;� - SURVEYOR'S CERTIFICATION Li.7�+ _��
o o I. WALTER M. REYNOLDS. III. CER--IFY THAT THIS PLAT w� :AZ::: MAP FOR RECORD:
\ F��- - WAS DRAWN BY ME FROM AN ACTUAL `,�' � s! ^ ��
SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION ',' 8 ®�4 (l-Fi; CELYN PARK
., '/,' 'W� RECORDED IN BOOKS REFERENCED): 1HAT THE BOUNDARIES �fy4 �. �����
f 410� NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM A�Aa��t�bY`�� PHASE I, LETS 1-35
s66�°4's3 INFORMATION FOUND IN BOOKS REFERENCED ON THE FACE
OF THIS PLAT; THAT THE RATIO OF PRECISION AS NEWPORT TOWNSHIP. CARTERET COUNTY, NORTH CAROLINA
- CALCULATED IS 1 : 10.000+; THAT THIS MAF WAS PREPARED CERTIFICATE OF OWNERSHIP AND DEDICATION
CLIENT: RJP NEWPORT DEVELOPMENT CORP. SURVEYED
IN ACCORDANCE WITH GS-47-30. AS AMENDED; I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS) OF THE C/O RAY MURDOCH JH
\ WITNESS MY ORIGINAL SIGNATURE. LICENSE NUIC�afilstsA� PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADDRESS' 123 NINE J DRIVE DRAWN:
AND SEAL THIS 23RD DAY ANUARY A.Dt• D+% ADOPT THIS PLAN OF SUBDIVISION WITH MY (OUR) FREE CONSENT,
(,),) tic2/ (� ,.1 ' 4 Wig ESTABLISH THE MINIMUM BUILDING LINES, AND DEDICATE NEWPORT NC 28570 WMR
_ -. ALL STREETS. ALLEYS. WALKS. AND PRIVATE USE AS NOTED. PHONE: (252 ) 223-2229 CHECKED:
��s, - WMR
PROFESSIONAL LAND SURVEYOR S. Z _ ./ O� APPROVED:
100' 50' 0 100' 200' -
L-1320 L-1320 �: OWNER DATE
WMR
V����� ����J������ y///, LICENSE NUMBER p ° STROUD ENGINEERING,P.A.
/j��/' /������f������ i� �� 151E HIGHWAY 24 DATE: 1/23/06
SCALE: 1 " = 1 00� •�� ®8 ®��` OWNER DATE MOREHEAD CITY, N.C. 28557
6-10/PHASE 1 MFR I �! [phone]

IF I
411116• IZSURVEYOR'S CERTIFICATIONTOttN Of NEB! 1' REVIEl NICER CER LINA T t
I. PHILIP A COLLIER. CERTIFY THAT THIS PLATTHIS LAT AS TEEN APP D FOR RECOR NG. STATE OfNORTH CAROLINA51 TE DATA
/ MI
COUNT' �F CARTERE CPHASE 2 = 26.34n0 0V --I WAS DRAWN BY ME FROM AN ACTUAL ����� ___ (! ��► REV ACRES
y 00 SURVEY MADE UNDER MY SUPRV I S I ON (DEED DESCRIPTION ✓� �� I. _� I EW ZONING CLASSIFICATION = R-15
9 RECORDED IN BOOKS REFERENCED): THAT THE BOUNDARIES TAT THE MAP OR PLATOFFICER OF CARTERET COUNTY.
ZONING ADMINISTRATOR. DATE CERTIY EETS ALL STATUTDR TO WHICH THIS CERTIFICATION IS TOTAL NUMBER OF LOTS = 46 LOTS
r ' v IOT SURVEYEDFARE CLEARLY
INDICATED AS DRAWN ON THEFROM
FACE AFF f D REQUIREMENTS FOR RECORDING. SMALLEST LOT SIZE = 15,266. 97 SF
0 OF THIS PLAT: THAT THE RATIO OF PRECISION AS REGISTER OF DEEDS CERTIFICATION __ - I��� _ O- 06
COMMON AREA = 177852.96 SF
S�� _ CALCULATED IS 1 34.0001 THAT THIS MAP WAS PREPARED EGIS '� / 'CLOCK
R VI '4Fe,c.
F !�' 3
0 - IN ACCORDANCE WITH GS-47=30, AS AMENDED: FILED FOR/�REGISTRATION ArT -� DATE BUILDING SETBACKS
y/yy <'1 WITNESS MY ORIGINAL SIGNATURE. LICENSE NUMBER. ON THE ` ',C.2_ DAY OF S.1 �.4L� 06' ERNEST L. wIL FRONT = 30.0'
SITE4* _Zel----
O O o_ AND SEAL THIS 30th DAY OF JUNE A.D. A �' RECORDED IN MAP BOOK <;�L -
T �O C�� MELANIE ARTHUR, REGISTER OF DEEDSGE PIN NO. 63410.3- REAR = 15.0'
O Q-�tk ORO \\ ZONED R20 OZs99067 sA SIDE - 10.0
o e22 '®•°� ) \ 3• LENGTH OF STREETS
® BY: y- ASSISTANT A E \N HAMPTON WAY = 180.68 LF
4p r r7 a PROFESSIONAL LAND SURVEYOR �• , =
11111111111111
• o I � 9 Dj A NAGS ESEMENT \ ♦ �' WAVERLY COURT - 691 .95 LF
oho o "0� L-4396 U o \\\ N6'S•A8 • �" \\ 10 EDGEWOOD AVE = 809.53 LF
`� LICENSE NUMBER ,c 4•g ' ` LINE DATA0 ro \ \ \d, sa MANDOLIN LANE 612.40 LF
41(
• °$ ® L N66.30'44;gg 20.oo' ssa•53'11"w ♦82' 6 ETF. \ \ O \ "s R/W AREA OF STREETS
• L2 S23.29'26 E 1 0.09 • 66. 55 \ t7.4
CERTIFICATE OF PURPOSE OF PL ,„ A. �i°' L3 S23.29'26"E 10.00 5.26' ♦0 \ AD- PRIMROSE PLACE = 10.9811, 7 SF
L4 523.29'26"E t0.00' •25 \ IC)
\ WAVERLY COURT = 48 23
/I„" g " TIE ♦ '{ �.27 sF
L5 p3 pg 26 E 8p 00' 1 \ AREA-
THIS SURVEY CREATES A SUBDIVISION OF LAND L6 S23.29;26ME 12i.ge; N �; \ \ r. \ �\ 1T•864.9e SF -.\. �• MANDOLINEDGEWOOD AVE = 46.891 .50 SF
VICINITY YAP IN A JURISDICTION THAT REGULATES Tr L7 s46•o2 36 E 187. EIP \ \ • utE \ \ `�' f* =
e L8 536.59'o4"W 45.34 \ \ A. o MANDOLIN LANE41 .791 .51 SF
1xAlu Nar,•SCALE SU VISION OF LAND. A • Ho
NN46.02'gggg"w 95.50' , \ 53 1j'66o•x, sF\\ \ '� NOTES
°,0� ® L11 N36.25'46"W 71.41' �,,' \ y •
6�•e••,°° • / L11 N23.29'16MW 26.41' .�' �' 17r246 79 SF 1 . 5' MINIMUM DRAINAGE AND UTILITY EASEMENTO ":1‘,.. L12 N23.29 16 W 10.32' d, r' •\ AREA'
��� 1 � r'; -1i ' e.� L13 N29�'16"w 1Q.32' tD \ 23 290160E
CERTIFICATE OF OWNERSHIP AND DEDICATION I '_ L •`4': i L15 N2 '36Mw 17 .99' c, 52 \ -\ .0.00 s SHALL EXISTMAINTENANCE
ALONG ALL PROPERTY LINES.
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROFESSIONAL LAND SURVEYOR ( -4 •6) L15 N23.29 30 W 176.99 12D•@�` \ \ \ 30 �.�• 2. WETLANDS MA I NTENANTH NOT TO BE THE
\\ -t-\\ AREA,
0 903.71 Sr \✓ . O 3 06
PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY \ RESPONSIBILITY OF THE TOWN OF NERECOR
AN OF SUBDIVISION WITH MY (OUR) FREE CONSENT. o, as L=439f, •
t;5 `� a' \ \ \ c," R \ /��'�.9, \jp3p`l " 3. ALL SWALES ARE TO BE LOCATED IN RECORDED
ADOPT THIS PL 2 (p L 0 SS'... o/ \ 51 Ord` g1 • AA
ESTABLISH THE MINIMUM BUILDING LINES. AND DEDICATE DATE 'r o®�� ' I • DRAINAGE EASEMENTS.
ALL STREETS. ALLEYS. L S. AND PRIVATE USE AS NOTED. " �' 6 \ o`� 4. 5/e" SOLID IRONS SET AT ALL PROPERTY
,� 1 • �,� �/ L;o, AREA- A lot \\"•� CORNERS UNLESS OTHERWISE NOTED.
CO '� \ 26.110.33 SF s 5 A ►.
/- A. • O '�,\ k� 1 ;66•�O 4000
� .� --
56 \ 5. WATER AND SEWER WILL BE SERVED BY PUBLIC
C� S % ` 50 P \ \L'•l� OCA e* \ A E z �1-) AREA- O UTILITIES. _ -
/)7,7 1 (-,-5 ELSIE M. MURDOCH TRUST M SO • di eo \p� A N A 6. FLOOD ZONE X PER F. I.R.M. 372o634 iooJ.GATE
•,/� .-4/ i O 0 w a 1e.stT.9e sF
DATE DB 662. PG 169 9 .5a AREA- \ l3 6•'� n JULv• 15.2CC3-
OWNER 2 jr• I /•- /\ 26.442.63 SF \ \ i y1 N6 N \ s t
PIN NO. 634701475824 ••00 1 / \ ••• 64. m . Ar \'-...3 7. DRAINAGE EASEMENTS ARE AS LABELED.
ZONED R20 12 I I /" 2 00 e: .
DATE p0... 1 I CI M \ d€0 > " ,, 153 0 �, \ S. \\'• 8. AREAS BY COORDINATES.
�i1•�, 9. RAW CLOSURE PRIOR TO BALANCE AND
OWNER 4Q.. \ \\ I 46 ml t� ���0 30AA . \ °� 15E2T2.6TSf\\ ADJUSTMENT 1 : 34.000+-•
00 \ \ tM I O / 1 �\ 566•g5 00 71 \ I. \ 57 10.EXISTING WETI ho"nC SHALL ALSO BE A DRAINAGE
94.• \ .. 47 / C\ 49 i "-� r, 'a41" 'q / AREA• s o O EASEMENT.
EIP \ t: In W O I \ � 1s.63T ae SF P.
yp \ \ Yr • a
C�%'t AREA- I I'.. AREA.. Q6• �$ 10
a�••y1EN'( p� tm 41 N\ •4er
•,k TICN
f.. �` �\ Vf AREA- / • 15.T0B.9! SF/% \ -' i _. .►5 ` .� A qJa y
22.SiV.14 •aF •- 'e -, _ 1,� \ {fi A.- {� N/F
�•�' :i. N �•- \ AREA- I I 23.955.30 SF / 6�'s s'\ / �;• ✓'\ \ �Y,, \ • �T 1•- �.� `\ ;.'"1--- E4Pf!R7 .-Pa 3r
4 le.sre.41 sF \\' '� 5 F I BO.634 02566 7
♦a L� \it \ I I • 4 /e. \\/ 9 i' \ \ 1., • / t PIN N0.6347025686ee
7 d .fir O \ .p -�i V.
, :\ r. / / /\' ZONED R-1 S
3 \ q \ _ \ 72 70 . ,• @:: 1 AREA- \ \�-30 ,/`� \ 15.300.61 i '3p. ,J / ' E;y AREA- �'y '0 AREA- i' \ 15.654.es SF ',- 4y \
.c o w • \ Me1, C8) < 73 a DD SF ,5.32,.3, �' �-\ ® \ �� � '
'Q•I 4 60• \ .� , \ AREA. / \\ O \� te•a5.. h q� \
•�17 7 tom,, \ \:' 42 15..A3o0•Do sF \ `'' 0 © 0 r
0 •0 •
\ '•\ ee , , , ,n.o4e.t2 sF / ' \ AREA- \ - A - • 'o \ // 427 /� •
N1 \ -fa p \ \° ti+\ 1\_,.50'`"e`16.44 , S�0 / n / �� ,s.7s1.D, SF \ \ 1 2r' \ / 59 \".m �,' \ 41 ('' 161$4.19 SF ! ` 55.p2 .5 93 ✓ �ro / yip \ \ g ° 4.
to \ f 1/ \ 0' l \ \�' \: ✓' / ( AREA- '6 .// \\
EIR , s_ �_ m �, \ (^ 90' ® 6 „p ;ro; "c, / o�dV \ \ • •\� C.) s.z9e.63 s
40 �� �• g, �` ' \ AREA- \ \� ,»(10 6a.'% _ $ 9"w ' e•?e qM / N -1A �
\ , F ,O \
\ : \ 19.09f.01 SF i •
/ JD / \
♦" 4 s •• 7 TO Al _ Cr.)", l 74 N. A6• a,,,\' •, ,�aa AREA- �' '\\ �� � ,''�'� •' ,
\ 4 , \ 1 1A2 e d 51 2 - 'r 5 © C v ., ,..` 16.en.33 sF s \ -7
AREO \ i 'O �' a,1 D .0 5.O --_O 'T.3 cl AREA- /4, - . N •� \ /
�• oQ 17.026.00 SF d >e \ .,0 3 O 5 3o Mew _\ �, n.Tn.11 sF ARAst.tt sF c\ `� �' y� ® y60 ^\
�r7 .!� Z! \ •+ •elitt r __ '� Ak ® /yti /\ t9ol \c,: {�� '{� ?3 6(]
6'.p. It-
A `IL' .D'mJ ,;•00 w'�''� ,.' • �! '•,•� •• 10 r • /h PL C 6`� •.�•• \ /� / ) .y �O C \ AREA- /O •�/ \\ •
r Z 9 •A3` 0 12• C C.)
• C J 7J d'\4S\L' •5 9 r0, (] F 15.391.63 SF O \a .' o :� 68 M ,• A, tC? T % ��� \ 5.k / 68 DSO / �O'
\� , 5 a.1 Q i '/ / / / AREA. 3 J °
d.
° p �n \ .(o 0� •� ♦• / O / l `ec� 3g 1 2 \ _ / / 30. 9 �'' f'�• 6'y / \
I r7„
i ...,_
�43 a3 / t►� 1a M1rgQ•� . /\ 17.32e.63 sF / l�1 �. -- o sra�' __ =. 1 ; iz x�- �Y 1s.s7x.w ss�`>' Ler '�\ i i IA.. e .E(2)
�01 I5•614.02 SF ` •�1)4 / !`� COM10N AREA I \\ �, '/ AI�A� I.
/ 3 00 ,, .. _' �' .591.52 SF /
,D Z �f .4 / T !!66 s�FF /6 ts,266.97 sr / - .® • yr_ . ��. A^y r 4 e,. �_
9J 0,A ♦1A I1. 2ACRE31 NTO•05'B8 \\ (E) /O / = \` 65 / _=•• �3 •� 1 :. s• y "s li 9�V s,
CECILIA BRONK NA3456 �,� /�� c /�\) N• _� 13 _ �\ • AREA- 0 S 1 +� +ALt Y!• ;�' // 67 // /^\\ �S)��•j• 1T \'� \ a \\
PIN NO 63470148 •A \ t 2 4 1S.3oo.0o SF `J ® AREA- py q 6C
DB 630 PO 040 13 8) _/ I , .i.'W`''uci.,i. .i., `,,�,,,A,�.. �`.,, ,i7- . / �/ ,p�n� ® / 3�'` +, i.; •�'ys• 15.301.22 SF b• `y \\ 1 VO / •
ZONED IV Y _/ \ .O•. w -.1....„w .� C� L'1T / / AREA- 1�s 7 Lo• ® // __ AO\023 ,/�. \� ® �, IASRE996.41 SF /' AA
r- 1 % w.a:"yy t5.S C.+X SF :A. \ \ s 'ei et, Y
.. yr. -1- '� R ww wwr / •4 1' ww ww v AREA- ' O \ / / '11, • ^
✓✓ r\' .'` ' \ -..t •ip° 'k-* „, �c w� ' .L.L '1"4.w.i"tt"2 1'47,r - . ` fi ' // �\ \\ 40.144.62 SF '•�' '1nF O 6 / �� / �• 6) Y.
\ \ ::,✓ `' w'uww �• '"*-4t• •� "' ,�'4.•_. % AREY / \ 'q'VI������ y,` �' / AREA- !O 1 ' "� ^h•
✓ ✓ Y ww �� • / 16.3at.x Si - \ •i.'FZA' 15.l9T.83 SF /, iP © __ / �' Y
_ }y o 0 1
✓// \\ r N/f �\ 0�F' I � `il '" �� L = 9 II �\ \\ 76 r• !1 <ti>6. / �O�ry� ;� YT�6• S• "1 y
GRACELYN PARK / • • .4-4A i1"k .14y AWL. try 5 g0�- \ r 0\O?, / .y/ it f
N/F \ PHASE 1 - LOTS 1-38 123/ ♦ • I ,1,,, . 90 s.x'..3sF �i1 a \ \ O\ �. / ,g \ e� 1 a�
MONK HAOAN \ M.B.30 PG.905 i I o Is:. I 4p \
DB CECILIA PO ONK � ✓. I I ._..',`.mow / i? 78 C5• / S�`, , {�.n;
PIN N0. O 4701434294 ,,, * I • 4/3
�y \ i •
ZONED IV :, � ` I , �wz �. ss ,// // 1' �78.06 6F w , 77 �e� \\ /,^°+ Ale_Ak, 65 �, .�. ,� (i)
��:��
yEpsE. \ I I
t?• O 1 F //4 h 16E310.91 sF fty <, N \ \ pJ JO
Ple. 1 .'. /- - t�j n _ 21.171.36 SF \ \\ / y� - \ 60,m 8l - \ AREA- \
20.4'# \\. _\ I ! t M p I I \\ \ / G • ti7 c \ ��, 1 le.s6o.se sF , tk
REFERENCE NOTE: 2 2 \ t 2 Ii l• I I "�y-W w ,,, N • • . 0 I I --- \ / y�' o ,p
BOUNDARY INFORMATION TAKEN FROM MAP \ _/ 1 1 91 I 7 N,,f aT° w $� "..•0 J L-_ \ \ / .� o \ 64 0 1
PREPARED BY W.D. ROBERTS JR. PLS I I L1iN pARr / �7 .w ww'' `�,k `•Icys "el , '�'`
\ ,j • • 198.29 15.241.13 sF \ 1� CONTROL
ENTILTED PLAT FOR LARRY W. STYRON I / / i PHA'=- LOTS 1-38 / h��° w „� ,.,. w , N88.03 36 W w�A' I 1�,',// CORNER
�: \; I r 11 8 M.e:30 PG.905 / ww , w \
AND WIFE REGINA STYRON. MAP DATED \ 1 -/ / _ 63' /
FEBRUARY 25. 2000. r t : / ! _ / �,j+# w'� y>t sj\ .�
w T ,
/ .i.,. ]Icdt �I[,IG --a. �IcJ• . a1LiIG-- _. �.�, , . ww
J- w ,� , . , wy ,',',,',. �c'''O�' \ AS,A5'�4jo 0�
100' 50' 0 100' 200' / �1V �� ,... e ,"6 LEGEND
i�/" +y1• EIR EXISTING IRON ROD
�������j�Y ����� � �i. \-/ IN_ - / _ d `'l .1,L,,.,.,. EIP EXISTING IRON PIPE
��� � �/�� �������� r.' ///f ECM E EPK XISTING CON PK CAIMON.
_ AREA ERRS EXISTING R/R SPIKE
SCALE: 1 " = 1 00' �+U'•YE DATA t (� +� AREA. EiP N/F SIR SET IRON ROD
COMMi.,• .., ,\ _ / \ CONTROL RJP NEM'ORi CORPORATION CP CALCULATED POINT
/ -_/ C 14.oe ACRES) `tUl', S CORNER e.n.liss. P0.437 AHW MEAN HIGH WATER
PIN NO.634t0256B68B N/F NOW ON FORAENLT
/ /^ ~ N.4/ iA \\ ZONED R-15 MB MAP BOOK
CHORD DIRECTION = 566.16'36"E CHORD DIRECTION = N38'56 080E CHORD DIRECTION = S54.54'17"E CHORD DIRECTION = N31'19'07"W CHORD DIRECTION = 513.18'08'W - ' ,1 3 tp 92 '/ \ 08 DEED BOOK
RADIUS = 17.00 RADIUS = 290.00 RADIUS = 56.00 RADIUS - 530.00 RADIUS - 56.00 - / \ / ti n� , \ FUTURE DEVELOPNENT PG PAGE
LENGTH 1O = 26.70 LENGTH O = 17 = 70.00 LENGTH 25 = = 0 -`- / / h 06 R/F PP POWER POLE
91.51 LENGTH O C 59.61 LENGTH 33 42.46 •
CHORD = 24.04 CHORD 9 = 91.13 CHORD = 65.538 CHORD - 59.58 CHORD = 41.49 O / q 66°50�, GUY W. HERRING. \ LP LIGHT POLE
0• S/1.. �! OB 746. PG 073714 "� OE OVERHEAD ELECTRIC
CHORD DIRECTION = NT0.21'56"E CHORD DIRECTION = N53.22'11"E CHORD DIRECTION - 504.06'48"W CHORD DIRECTION = N25.47'32"W CHORD DIRECTION - 554.29'32'W `t Q L �.-; A� Z �J'� PIN NO.63470145 '1/ Jo*" .A ELEC ELECTRICAL PEDESTAL
C q R� Q' ,. w•'�rM ZONED CH TRANS ELEC. TRANSFORMER
RADIUS = 280.00 RADIUS = 290.00 RADIUS = 56.00 RADIUS - 530.00 RADIUS = 56.00 •- '► ICE '��/ TEL TELEPHONE PEDESTAL
LENGTH 2 = 16.05 LENGTH 10 = 54.60 LENGTH 18 = 45.37 LENGTH 26 = 42.63 LENGTH 4 = 38.00 - //�0•06 MAR 1 2 2009 WTV M WATER METER
CHORD O = 16.05 CHORD C =- 54.52 CHORD O = 44.14 CHORD C = 42.62 CHORD © = 37.27 - ya �50 - �566 CO CLEAN DIJT
O MBL MINIMUM BUILDING LINE
CHORD DIRECTION = N73.43'09"E CHORD DIRECTION = N62.38'17"E CHORD DIRECTION = 552'18'52"W CHORD DIRECTION = N68.29'16"W CHORD DIRECTION = N69.47'43'W ♦2 0 ore, ��•90 TOT TOTAL
RADIUS O - 310.00 RADIUS O - 290.00 RADIUS O = 56.00 RADIUS - 17.00 RADIUS - 56.00 /i OP ,�6 BY-
LENGTH 3 = 18.52 LENGTH 11 - 39.22 LENGTH 19 - 48.85 47.32 LENGTH 27 == 26.70 24.04 LENGTH 35 70.94 Z 06 /
CHORD = 18.51 CHORD = 39.19 CHORDCHORDCHORD DIRECTION = N82.30'03"E CHORD DIRECTION = 521'24'39"W CHORD DIRECTION = N82.35'24"W CHORD DIRECTION = 551'53'18'W CHORD DIRECTION = N29.29'08'W O REFERENCE: DEED BOOK 1078, PAGE 166
RADIUS O = 310.00 RADIUS O = 17.00 RADIUS O - 56.00 RADIUS = 230.00 RADIUS - 56.00 a r //�/ IN# 634702568688000
LENGTH 4 = 76.51 LENGTH 12 = 26.645 LENGTH 20 = 39.30 LENGTH P8 = 117.41 LENGTH 36 = 7.95 P
CHORD = 76.32 CHORD = 24.00 CHORD = 38.50 CHORD = 116.14 CHORD = 7.94 _ MAP FOR RECORD:
CHORD DIRECTION = 583.28'46"E CHORD DIRECTION = 526'05'14"E CHORD DIRECTION = N31.55'46"W CHORD DIRECTION = S28.35'04'11 CHORD DIRECTION = N47.43'49'W / - a V
RADIUS O = 310.00 RADIUS = 470.00 RADIUS = 56.00 RADIUS = 230.00 RADIUS = 34.00 42.65 / . 2 - I CONTROL G RAC E LYN PARK
CHORDH 5 = 75.01 CHORDH 13 = 42.63 CHORDH 21 = 56.94 CHORDH 29 = 69.42 CHORDH 37 = 25.81 // -/ i' CORNER
' " " / ' 1-'.-] _ IC or PHASE 2, LOTS 39-84
CHORD DIRECTION = S73'18'46'E CHORD DIRECTION = S36.24'30"E CHORD DIRECTION = N23'42 25 W CHORD DIRECTION = 525'05 43 E CHORD DIRECTION = N74.18'S1'W / AP ROVAI BY THE TOWS] BOARD OF RADIUS = 310.00 RADIUS = 470.00 RADIUS = 34.00 RADIUS = 17.00 RADIUS = 250.00 / COMMISSIONERS NEWPORT TOWNSHIP, CARTERET COUNTY, NORTH CAROL I NA
T ----- -
LENGTH O - 34.82 LENGTH 14 = 126.69 LENGTH 22 = 26.51 LENGTH e = 26.70 LENGTH 38 - 36.82 / �A
CHORD = 34.90 CHORD = 126.30 CHORD = 25.84 CHORD = 24.04 CHORD = 36.78 / ,. TOW Clerk of the Town of Newport, NoC CL IENT: RJP NEWPORT DEVELOPMENT CORP. SURVEYED
C&.rdlil'i' r rtii'•: ;.-c•,on.tie _- �-\ P
CHORD DIRECTION = N64.51'30"E CHORD DIRECTION = 545'05'38`E CHORD DIRECTION m N45 11 42"W CHORD DIRECTION = N8T•40'13"E CHORD DIRECTION = 586'44'15'w ___________Lclay Ctf___( � 1 JC 5/24/2006
RADIUS 17.00 RADIUS = 470.00 RADIUS = 530.00 RADIUS = 34.00 RADIUS = 250.00 �'Q1,V1l '00&E y.-j),. r`r�] _lIIljB^jon.�re fte:rUT'p=,;; t t.t1iS * � v
, tIne C/O RAY MURDOCH
LENGTH O = 26.713 LENGTH 15 15.69 LENGTH 23 = 15.69 LENGTH 3t - 26.46 LENGTH 39 - 128.54 - '•er 4• iFT,• 4° •, PIa,. for r ording and accepted ti1r�DDRESS: 123 NINE J DRIVE DRAWN:
CHORD = 24.048' CHORD 15.69, " CHORD = 15.69' " CHORD = 25.80 CHORD = 121.13/ " ,f A•••
_• .. (11 a 1i9¢ i; O©t3, earmneitt9, Iiehtn,-cj'-1t\rS,y public parks and other sites r NEWPORT NC 28570 RDC
CHORD DIRECTION = N24.54 01"E CHORD DIRECTION = S68.22 50 E CHORD DIRECTION = N39.26 37 W CHORD DIRECTION - 561'38'25"E CHORD DIRECTION = N59.38 49 E # y�.l� @ u t s shown heieon, but a89(ilYt(l(i I10 responsibility t0 open or PHONE: (252 ) 223-2229
RADIUS = 290.00 RADIUS = 34.00 RADIUS = 530.00 RADIUS = 56.00 RADIUS = 51.00 t i1 ' Ilf sin n CHECKED:
LENGTH O - 50.57 LENGTH 16 - 26.51 LENGTH 2q = 90.71 LENGTH 32 - 103.99 LENGTH 40 - 35.92 .�, 4 - pinion of the Governing body o,` the 'row Qf �"a�q;�}>jlt, Yt is in t rj EGO
1 CUORG = SCs.54 Ck4URU = 25.84 Ckt0R4 n 80.50 MOM = 83.58 WIZR4 = 55.18 do so. �r�
^` � ', �,, STROUD ENGINEERING,P.A. APPROVED: PAC
-" �,4� �� ' 9 \ V 151A HIGHWAY 24
�� 6 '• MOREHEAD CITY, N.C. 28557 DATE: 6/30/06
n /O [phone]
/11i)1.i• ((( / / P' T•TTAT Tin A not T TL,D DT 0 SCALE:1 "= 100

/
4
7.00 z ROLL TYPE O
CURB & GUTTER
INSTALL EXCELSIOR LOW DENSITY SITE DATA
EROSION CONTROL
4" CONCRETE BLANKET IN ALL SWALES
20' DRAINAGE EASEMENT TOTAL TRACT AREA = 2,894,618.04 SF ( 66. 451 AC )
SECTION A2-A2 **NOTE:VEGETATED SWALE LOCATED AT ALL LOW DENSITY SUBDIVISION AREA = 2,055,287.81 SF ( 47. 183 AC )
CURB OUTLETS AND SHALL BE CONSTRUCTED FUTURE DEVELOPMENT AREA 839,330.23 SF ( 19.268 AC )
AS SHOWN FOR A MINIMUM OF 100'IN LENGTH
13.00 3. I 6'BOTTOA WIDTH p' RECEIVING STREAM = SNOWS SWAMP BRANCH-CLASS C
s' M 014t C1f \, \ / 287.81 SF
//, q77 ��'�//(H�a//�, ,a, 7i r �OPf CENTIPEDE SOD I 3.A SL
�; . - � A 2,055,287.81
cL FE ��vfit,\/;'//5 1 $�oPE 1'M1N 5•� 'I ��i� DRAINAGE AREA =
ALLOWABLE IMPERVIOUS ( 30%) 616,586. 34 SF
PROPOSED IMPERVIOUS
CONCRETE / /� .4lLl//4,\/�/�/� if/ �,i //l� STREETS = 163,962.00 SF
FLUME LOTS ( 84 LOTS e 5000 SF/LOT ) = 420.000. 00 SF
^� VEGETATES SWALE DETAIL FUTURE MISC. = 613:96�. 00 SF
`� o ( 100 MINIMUM)
AZ if; rillA $ p SCALE: 1"= 5'7.,0o ACTUAL % IMPERVIOUS = 29.87%
IL I 6.00
a
WIDTH OF DRAINAGE EASEMENT VARIES (SEE PLAN)
+MOTE:DITCH DETAIL AT ALL EX. DITCHES
TO BE REGRADED AND WHERE NECESSARY
INV EL OUTSIDE THE 100' REQUIRED VEGETATED SWALE
,� FLUME CL FE INV. EL. I i 1 MI 6 \�,
1 18.93 18.43 '� ��/O 3l1 S� g S�OV j// l \
2 17.75 17.25 Ov tope MIN �
3 16.97 16.47 )C )� �)C,k, �," //� ,
�� >� F�USHFWRTHRTHE /4-..4// ��, �//// f�//
4 16.34 15.84 \ - cU r l
5 17.05 16.55 v v A� > �O EDGE OF FLUME '���V�v'ii ;,�
C��> x. v f/J (�l�l 1��� /
6 18.34 17.84 L i�1 08 )U
7 17.91 17.41 1� � '� ��-- ',
8 18.33 17.83 GC%(-) (DO /----,,/ - CLASS A RIP RAP (FLUMES 5.6.7.8,9.11,12. & 13) FILL EXISTIN 5 5
9 18.33 17.83 \ 00
O�\ APRON LENGTH = 5.0 FT DITCH DETAIL DITCH \
10 15.44 14.94 G� /- 00� APRON WIDTH = 6.0 FT SCALE: 1"= 5' -'
�) THICKNESS 1.0 FT
11 18.35 17.85 PC)
Q 0�� = 54 ,
U\O C_ C) Cps; CLASS B RIP RAP (FLUMES 1,2.3,4.10 & 14)
13 17.59 17.09 O APRON LENGTH= 10.0 FT SWALE INVERT , 44 ,\
_ 13 1T.59 17.09 �' )'� ��O
14 16.14 15.64 -- r' L\"',, APRON WIDTH = 6.0 FT / _
: , \ \ „ _ \
1
THICKNESS = 1.0 FT �_ � 4' � �
*FLUME NUMBER RELATES NOTE:TOP EDGES OF RIPRAP ► , DAYLI T 17.30 #11
TO SWALE NUMBER. AT THE INVERT INDICATED \\ ...„,,,,,,v ,SWALE
0= 5.77 CFS s'
V= 1.41 FT/S �9. e
CONCRETE FLUME DETAIL
SCALE: 1"= 5' ,
,
, \ 52 ifrN�� ,�
V' FLUME#11 ' ,
PVI,
0\
5.35 i' RESERVED BY OWNER
1V ' -o q0 �\ 19.268 ACRES
p 5 WETLAND CROSSING �:• �- V A Av
DUAL 24"RCP �\e•
'py ; �� y, � SWALE st13 SWALE
\ 0 3.47 CFS �/ INV 16.24 \
F9\ EX.18"RCP TO BE�IdEMOVED y �, � o = 1.41 FT/ iV A \y
O N INV 13.75 �a \ o,
GA\ S INV 1 .75 o,
iir
�r� 46 ;�'r 71 FLUMEtt,2 �► '! `
'� 49 24 �t ED �Il
i. 4'7 {� FLUMEtt13
, \ . SWALE \ \\
4 4 SWALEtt8 > p5 C?
III
FILL EXISTING DITC' & ::::
\ r"': V= 1.57T/S �- � ,, \� MOVE TO COMMON LOT `INE FLUME#8 4 8 d, LLExISTING,, •ETWEEN 42 & 130
73
D
/
��e.•,. CH
�� DUAL 24'- P �!'�\ SWALE RT 16.24 •
(-J)
\ = DAY \ TAT WE LANDS 5 g
9
(r) \ __________ ' ----„,_ ,
0
,� _ -x .�fyV� CD
��1 �� ��, LEGEND
,f; `Alt / o` ,'� AC ACRES
/ o
•
0 B-B BACK TO BACK
��' \1 SW �t>( CL • :LEVATION
\ 84 . DB 39 °` i' �l ��sod\ SWALEv tt101‘ ,
' : �Ex _ - - - -- - - - _ � CFS A� �- ,, V= 2�650FT/S \ ' - _ 61
\,
�FE = = HYDRANT
- ��
� I �
SWALE INVER FH FIRE
� � .��; � INVERT
T
�� 4 DAYLIGHT 1:.00 vE 15-, INV IN E R v LF LINED FOOT
'� ,s 5 67 - V vy,. %' �` MBL MINIMUM BUILDING LINE
, TIE NEW DITCH INTO , �_ _
SWAL [NV "` r FLUME #10
FILL EXISTING �� ,yam _-
38 ,',' - V ` DITCH UPTO ��`k� �� � 1 .'1, „..../,
- ISTING DITCH @ 14 8
, ` A DAYL IGHT 17.. .1,� �.1 E. - . MH MANHOLE
6 2 MIN MINIMUM
,�Q \ WETLANDS � 1 ��1�y.���� .� 1_,L��,�� ��' - - -- 8 1 � �� . . �O� �� i� -
v y SWALE INVER �, ,'' �P , i;or\ ...a„ „. . ,' 1,I�,,,. DAYLIGHT h4.0 _ A - NO. NUMBER
FILL EXISTING = T BLOW OFF
DITCH =_- ... ` � �,.ii�`�' .�`y.��,.U.Lyyyy .1y � y1,y�---�� .L.�, - _ .. .� - 5 Cr)
11k00 O�� � i� �i� 'O eiN- � \ �.�E T �. �� � w PGO PAGED EN'�., _ -'' - PP POWER POLE
110006.00.0
�- SWALE #6 ' la. SWALE al i. �� , , 1 7 ,6.11 ,� i� ,� 1.
0= 3.25 CFS_ Q= 5.62 CFS ' � �t 1 9 - - �6 _ i Q FLOW
V= 1.62 FT/S , 1; A V 1.23 FT/S �,- --T � FLUME#14 - �,, 'T nADI;�$
FLUMEtt7 SWALE INVER � 1 i1 RCP REINFORCED CONCRETE PIPE
\� ( � 65 RRS RAILROAD SPIKE
L 3 DAYLIOHT 1.3.0 1 ���, - -� i A ,,.i
" y". 'N V -- .... ._ „ .�� yD-yam 1� 'ice i�'��' �,�, ,�1 ��i
OF WAY
V .• o FE 3 76 ��� 77 , R/WRIGHT
o, - y, - --- - - �\ _ SWALE >14 �u
���� y �� � SF SQUARE FEET
63
•r, s1-_ l �, 1 CFS
o y F i �.- ��_l �_ i,- V= 11 7, s �- FILL EXISTING, <� ��� �', �11
\ �1 J v 2.4a FvslTC TOP OF CURB
�� i � ._ PP DITCH i �X:15"RCPVA S
36 v r y Ilya � - _ H �� i' tN3I:,l1I 13.73 A,A \ 'vj'd,
TYP
�� -� .1 .. INV S 13• .30 V,
TYPICAL
At
--.2_ r" EU_L EXISTING 1 9 �- •FW.
- .1_ .,L: � L ]cal _`•.. ( ,..
V VELOCITY
- DITCH-A PT-0 FE 1 .55 \ _ _ �, k
1 �� a s_
WETLANDS A � '� -- 1 / \ \\`,\\\'\111,1111 DRAINAGE EASEMENTS
O \ q pp �' 1-�".e,'i`.w�y�a:'� w�s _ 4 `\ i' \,\ ,\\\ r`y111
\\\
1' BEGIN DITCH I V y'L'i`�. �- 1 - �.•1` L,ii1y �� / / \\ \\\ , \,
WALE INVERT \\ UII,
- ; s: ,; FE 19.00 :a _ �u DAYLIGHT 14.00 � 100'REQUIRED CURB
FILL EXISTING DITCH & y ,1. 1`
MOVE TO COMMON LOT LINE \ \ u I v' \ �\ \\\ \\1111111 •
S.Ff+"e
" Ex.15"RCP 1 \`\ '\\ \\Idle ... OUTLET SWALE
l ,:1.1 1 1 .. , 1 •1.1.' 11 A ,1. - t L13! ,1,1 , '.1 1 1-1` .,.1‘./, / , \ 3, \\ \��BETWEEN 35 & 36 ' FLUME#5 1 7 �� 1 INV N 14.53
// - - - ..L 1 1 1 y . -11t 11 1 1 11 1' \ ` i
7 J1 \ } - - -L,+_.1 1 1`4.1 1 1 1.....1,1_A4 J. �`1,y'a J. 1 1. .... 1 l 1 1 ,.1 1
SWALE
CFS e. 1 L , i_i i /J1 "1 e u /` 1 ti 11 . /�i' INV S 14.40 I \ Clll
, .2\ V= 2.70 FT/5 • \ it. f ,,,,11..
r, y', °'r F ,' 1 i,�1 RESERVED BY OWNER '-V, 111'-' -X- SILT FENCE
16
LUME#3
� a WETLANDS
/ y Efiffr \ 21 FE 19.22 .
'' !� A ° ` V 1 e 1
s 15.35 � SWALE #5 S' s-►� CJ "S m: i i e
0= 5.32 CFS V v A Nll II
apti�- +^\� 4-60 LF 48"RCP v \v ,' \1\k4
47 V= i.64 FT/5 ',\o o� 92 DAYLIGHT 15.00 r',
\ . SWALE [NV•RT py• q 1 I 1\\ ��
=0� *1 3 4 �\, --- " /✓:'. i- �i , - \ \ I \ V ',, A VA\ VA\\\V�\111
�A �' '' �.�tf . / COdMOta AREA _ �' i v,PP� Q,.. ��V A �I \ A A 1 I ,\ \�„\V'\
31 �`v �el�- Dqf Ilk / 7 SWALE #4 i ��'' OOOO <o A A V�AVAv11
FLU tt2 1 .6 �� �'� V= 2.26 F /S �� 4� �6 a H
30 tt -11 33 V v0� _ _ / / I I I' EXISTING- INV -0.57
SWAL• 1 �' 7 "�'' FE,c `�> m CULVERT
Q- 9 9 CFS �, 0 _ �,,,,,--.4,,,
,
V= 2.•7 FT/S t ` \ FLUMEtt4
i
(H)
e
SWALE tt2 \
0= 11 56 CFS
\ \ / / 3 V= 2.07 FT/S
I
i
29E 25 r\00111.
O FE 11 12
\
O -
0
- ‘,1"-*‘\ 0
\111111 Ill I*
9.68 /
\ 26 \ O
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7 \s\ v
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--
\ \ ��:ENCHMARK
\ /
, \, 28 \' � ���s��� \\%
LS 1NPO66
WER POLE% 4 0. 9
-
REVISIONS
N(,,, , ,
\, � � '�� 3 F\ Na BY DATE DESCRIPTION
\ O
(2) , '
.\ UNPAVED AREA ACCOUNTED \
\s �2, ` I,-1'j� � (j �.- FOR IN IMPERVIOUS STREET
�• �' A\\ I ---- ALLOTMENT /
\ /
\, ONE '7 % I ,' V
O E
��E
\ o ' ���FILL E .DITCH PP LOW DENSITY STORMWATER & GRADING PLAN
r'\ TO PROPERTY LINE _..
, r VAV V AV1A\
i
v,‘ , .- ,_ _ , _ ,-- GRACELYN PARK
V �a ..... „....
......
v `v ` �v ,-' NEWPORT TOWNSHIP , CARTERET COUNTY , NORTH CAROLINA
•\ n
CLIENT: RJP NEWPORT DEVELOPMENT CORP. DESIGNED:
V vy �� � N.> MLM/GYT
C/O RAY MURDOCH
V �'
ADDRESS: 123 NINE J DRIVE DRAWN:
` , EX 15'CPP ML M/G Y T
. - �Av INV 1, ,19.21 ��awrwi�r
r, \; INVs 19_19 4��`a' .„,„it
1.� PHONE : N2520)R223T C222970 CHECKED:
RDC
v, :ENCHMARK �';�" �� ��' �,� S STROUD ENGINEERING P.A.
100 50 0 100 200 APPROVED:
ELEVS IN2POWER POLE 0��,, �������������` 0 ;* : 151A HIGHWAY 24 RDC���� /OMMEMMEN •
1 : tt : MOREHEAD CITY, N.C. 28557 DATE ' 1 0/1 2/04
Th
\ SCALE: 1 " = 100' '., ,Asi 2� ( 247-7479
SHEET 2 OF 11 • (RJ'o4PROJECT OFNO 1P 816-10 \� .. 4,,,.. � • .> ., - ��a ti
'`�ii#1 ° .11 °* RONALD D.CULL PHER P. SCALE :1 = 100'
fAlaffffS�`� •
\