20120099 Ver 2_Site Plan_20120515

51TE PLAN KEY NOTES #� LE G E N D
.- 98 I . REFER TO SHEET 13 DETAIL RI FOR TYPICAL PAVEMENT SECTION DETAIL.
2. REFER TO SHEET 13 DETAIL K2 FOR TYPICAL 51DEWALK SECTION DETAIL. SYMBOL DESCRIPTION PG. DET.
543 °55'33 "W G8.33- \ 3. REFER TO SHEET 13 DETAIL R3 FOR OVERALL TYPICAL ROADWAY SECTION.
11
Property Lines /Ri ht of Way Lines
4. REFER TO SHEET 13 DETAIL R4 FOR TYPICAL CUL DE SAC RADII AND p Y 9 Y -
DIMENSIONING.
97 5. REFER TO SHEET 13 DETAIL R5 FOR TYPICAL CURB AND GUTTER DETAIL. - - - - Property Minimum Building Lines - -
\ T 1 P „
H 5 PROJECT WILL UTILIZE 24 ROLLED TYPE CURBING.
G. REFER TO SHEET 13 DETAIL RG FOR TYPICAL WHEELCHAIR RAMP CURB TiE -IN 404 Wetlands
DETAILS. - -
M`� \ / x`35'7001 sq.ft r f\ 143 7. REFER TO SHEET 17 FOR 5TORMWATF -K POND# I GRADING, OUTL� Proposed Water Valve Box 15 W2
STRUCTURE, AND STANDARD DETAILS. ' 8. REFER TO SHEET 18 FOR 5TORMWATER POND #2 GRADING, OUTLET:
114 s 95 `' !� STRUCTURE, AND STANDARD DETAILS. Proposed Reducer
�20� 7Cy` 9. REFER TO SHEET 19 FOR 5TORMWATER POND #3 GRADING, OUTLET
427oV �� 1\ °o ;, o° \.\ o A \ Pro osed Fire Hydrant
� °o r.. / �� - STRUCTURE, AND STANDARD DETAILS. by p Y 15 W3
\ = ate, 10. STRIPED SIDEWALK CROSSING IN TWO 4 THERMOPLASTIC WHITE LINES.
3 �3z > s' 94 I 1 . ENTRANCE ISLAND DIMENSIONS ARE 1 2 FEET WIDE (WIDEST POINT1} BY 76 Proposed 6" Water Line 15 W5 'r
7000 sq.ft ' . R� \ ,rq
O'' c9 -
PJ� 86 \ FEET LONG. ALL ISLAND CURB TO BE POURED AS SPILL CURB.
\ 1 2. PROPOSED 404 WETLAND FILL 51TE A OF APPROXIMATELY I 1 2G 5F .
o° / ��G `\ Proposed 6" Water Llne ! 5 W5 �j y
t
13, PROPOSED 404 WETLAND FILL 51TE B OF APPROXIMATELY 447 SF._ `
t 117 s <. 5 �' �` 14. DIMENSIONS OF OUTLET STUB STREET ARE G5' RIGHT OF WAY WIDTH AND _ '
5500sq.ft s 7566 sqk / S z \ Pro osed 2" Water Line
RO °o °°\ /� o °55 PUM � u 0 35' BACK OF CURB TO BACK OF CURB, TH15 AREA PROPOSED A5 A p 1 5 W5
\5TATI01 1 COLLECTOR STREET IN THE CITY OF NEW BERN ORDINANCES
5RICE5 CROSSING W,?' l.' m ( 15. DIMENSIONS OF THIS STREET SECTION, INTERSECTION TO INTERSECTION, Proposed End -of -Line Blow Off 1 5 W4
d r �{
SECTION ONE -A � � � _ ARE G I RIGHT OF WAY WIDTH AND 35 BACK OF CURB TO BACK OF CURB.
CAB. H, 5L. 8G -G 35 pf I G. FOUR FOOT TALL GREEN POLYMER COATED POND PERIMETER CHAIR -LINK Proposed Water Service 15 WG
\�\ 1 ..
\. 1 # `� �� 1 FENCING.
ra`7666sq.k \ li�C \� `` 1V. c°v 3 i r f 17. PROPOSED 404 WETLAND FILL SITE C OF APPROXIMATELY 1 2,01 5 5F. NO Proposed Sewer Manhole I q S I
1 J O \ c OPEN AREA # 1 \ ' jT
DISTURBANCE TO OCCUR IN THI5 AREA UNTIL APPLICABLE PERMITS ARE
o° % oo° 5TORMWATER POND I j �'k' RECEIVED FROM NCDENR AND THE US ARMY CORPS OF ENGINEERS. 0- p Pra osed Sewer Service
34 LLJ ) 18. PROPOSED 404 WETLAND FILL SITE D OF APPROXIMATELY 228 5F. NO 14 52 T
CP
DISTURBANCE TO OCCUR IN TH15 AREA UNTIL APPLICABLE PERMITS ARE _ _ 55 _ Pra osed Gravity Sewer Line
o ko9p I `. j "t 32 ( , RECEIVED FROM NCDENR AND THE US ARMY CORPS OF ENGINEERS. p Y 14 S7
�°' �` - t 19. PROPOSED 404 WETLAND FILL 51TE E OF APPROXIMATELY 2, 17G S'.=. NO l�
O Exi5tincJ Utilities
DISTURBANCE TO OCCUR IN THIS AREA UNTIL APPLICABLE PERMITS ARE - -
93 y
! 5400 sq.k €• O'�? \ ( i �it1 c xxx T
\ a' / f 57 °40 RECEIVED FROM NCDENR AND THE U5 ARMY CORPS OF ENGINEER
#,33 jOg:se'-, S6E 29/• 4) 20. PROPOSED TEMPORARY 404 WETLAND DISTURBANCE SITE F OF Drainage Flow Direction Arrows
y f 92 f 0 , °� - 1 J APPROXIMATELY 7 18 SF. NO DISTURBANCE TO OCCUR IN THIS AREA UNTIL
h�
109 Ly' / <'✓�7Q ` m e
120 , 77;, \ 840Csq.k00 5 +63 ; ` '1 �s4s,, APPLICABLE PERMITS ARE RECEIVED FROM NCDENR AND THE US A =MY P-# AD -# PI e /Catch Basin /Area Drain Label ^
I Os 13 R7
\ {\ r5616sgk m, ti j \ ''�C1/Wq�`;,ER -:i _ f ^;8 ;asaasq.ft ,;` CO m r, CORPS OF ENGINEERS. CB # p U1
t -L �'
0 °0 -` I V
552'1 9'04"W 85.00'
R>V _ g2 �� 107 0 2 1 . LOW DENSITY/ HIGH DENSITY PROJECT DIVISION LINE FOR 5TORM 4VATER i�
E 3` O C -# 5 -# Channel /Swale Label _ -
p
1 o / £ 9439sqft N7 °40'56 "W 95.00' PERMITTING PURPOSES.
p�
Ld
/ �.O 7i 9y4 t.` °y ge Area Label
G i 1 /O \ s' O f c3i f J 99 s O Draina
mss° 5400 sq.k ; 9,76 582° 1 9'04 "W 5 1.00' MAP N OTE5
A t 3 �`. x�° >°oO,.:f 89 (J 27 ° _ °p. 3 ,2 I . BOUNDARY INFORMATION 15 AS PROVIDED ON THE "SURVEY FOR JOHN Proposed Storm Drain Pipe 13 Rg r
t c� j o� X°` >O 11 w oo° I# I I J 57 °40'56 'f_ 95.00' „
oo, r s400sa.k ;' 2 ROBERT HARDEE , DATED JANUARY 3, 201 1, AND PREPARED BY HERBERT J.
\
> °0 88 0 �q o - "�' ; o NOBLES, JR., PL5 (L- 2703). IG ® ..
1 l -{}-Q silt Fence (Limits of Disturbance) EC2 C
O 9066 s ft
a4005gJt ,`po / :'y,'r o r7 r %Ji''o 106 0 ° 2. ADDITIONAL BOUNDARY INFORMATION 15 AS PROVIDED ON THE REVISED
\ o >0 1 w rt,.° 1' 9066sq.fk ° _ SURVEY FOR JOHN ROBERT HARDEE", DATED APRIL 13, 2012, AND PREPARED
17 c�° 00, ; 67 q, 5 0p,... o G l Pipe Outlet Protection i G EC4
-,to � , oe`� \ oo ; ; r BY HERBERT J. NOBLES, JR., PLS (L- 2703 ).
At T1
540o5gft °o , i ^ ',1' Iso att NOW OR FORMERLY � 3. ELEVATION5 ARE BASED ON NAVD 1968. TEMPORARY BENCHMARK 15
56zzO.k ° 1 0 # 1 5 ° °' JOHN ROBERT HARDEE Q PROVIDED BY THE RIM OF THE NEAREST SEWER MANHOLE WITHIN 5,RICES Temporary Construction Entrance 16 EC i
j d 3 5000 sa.k ; . % ' _
( p / 1 / °O• \ O 8400 sq.k:?; O \ d o " u o
PORTION DEED BK 1 5 1 6, PG 263 L CROSSING SECTION ONE -A, HEREIN REFERRED TO EX. MH# I AND CARRIES AN
\ J ° O O ELEVATION OF 1 6.89. Hardware Cloth Gravel inlet Prot. I G EC3 T
r` 8400 s .k' ' O /" r . O _
a O J r ODO 9200 sq.ft
7 fF g° 3 ` \ 'oo o j� ;rfl /o.00' s7° O 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF f'
8400 s . t
! 5 j' \> ``\ o \� °' a /,�oCi 3S m I #02 _� 1 , %', d o0 70. 4OS6'E 48' �
! \
00 8400sg.k o a' >a �3 oo' s/9 F EXISTING BE PRIOR TO ANY CONSTRUCTION AND SHALT_ REPORT Pipe Flared End Section I G EC4
:..
1 87955 0 7 °•16' ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. _
` 6400 so, rc:
f { ,� o' o m t. - -_ o t' 10 ,9.3,2, EXISTING CONTOUR INTERVALS SHOWN ARE AT TWO FOOT.
f t 0 s� \ i t -3. I I' - - v a i r I O3 ° 9'32`
f f 3 00; ° G. DEED REFERENCE:
00 ; X� O \>
d9 f ( IOt90 sqk ';` O N i'','. •._ -,
r o- :o o N N t'' o DEED BOOK 1 5 1 G, PAGE 2G3, TAX ID: 7- 1 05 -00 I
! 6 ° ;� '\ °o, r:: v 1 ro 5000 sq.k .. I O f o \
7. A PORTION OF THIS PROPS TY SCALES GRAPHIC 5 A
� r ,83645q.Et N T 1 R C LE5 IN ZONES X � At PER FLOOD C LE
= 4 r! t �'' . 8420 sq.ft ° \. Q
74.69' 7. 5 T o �Os Et \\
(.L7)
h9366sgk } 23s 3 a " / " INSURANCE RATE MAP 3720548700J WITH EFFECTIVE DATE JULY 2, 2004.
84005q.ft o °/' \� Sa >, - - - 95' 3 °p ° THI5 REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIP;M.
59.87' #03 -___ 7O. - ,
8. 404 WETLAND INFORMATION AS SHOWN 15 AS PROVIDED ON THE " WETLAND 100 50 0 100
.`` , 9769 5,Vt /. ) 9p .
18 X74 +00 - - "_ o' o SURVEY FOR JOHN ROBERT HARDEE," DATED JANUARY 10, 2012 AND THE �5
74.14..._._`.` `.`...
t s• O .',;, ,�, 3,42 -_._ _ '' #05 £' o, NOTE' THI5 .SCALE APPLIES FOIE' �' d
2 "WETLAND SURVEY FOR JOHN ROBERT HARDEE," DATED APRIL 23, 201 2, BOTH
, �-_ _ - `_.".�- 106.20 •._... _. - � a""`-•�.. 8 p \ � \ y n n
A04 W TLA D % 4 ;' % i9 /' -- A2.6o� '2> ', f'' -... _ �" >' ✓' \ AS PREPARED BY HERBERT J. NOBLES, JR., PL5 (L- 2703). 24 X36 OHEFT5 ONLY.
,
1 1 J 000 ' 6400511, CS: �. �88 ...•'ICI F':.>..` .'_ 6301 c 62.9p' 20x 'i a0,D .;•J,'lr .>°
��\ °O V', '\a` � O •O° 3
i At 1 5 9
20 21 n 68 ?8; s� , �p d
863: sq.ft ° # l 2 s� 9s_ 5g.k n _\ 2 pO`! N 94x6 5q.fk \ o, �: ` ` 5
ry 8 PROJECT REVISION
1 \ �;1 ° \ 8400 sq.ft '0 3 NO. DESCRIPTION BY DATE
.,a 13' 84- 47
O 5400 sq ft sq.it t0 70 0 \ c \_ '• o � \ 0 / s0 l
" �
i
fYPRf55 MBET/NG COMMfV TS _16T 1, 26.2012
- CT I OB 1 0 5 90' M
2 CITY OF NB WATEk'/SEWER/STORM JGT 2.21,201
,.. J r. .e. ,e ,e. �O \ �^a ° \ (\ 84006gk � °i'�'\.3�0° � •
SITE DATA J f
8400 5q.ft '"'" ^• s 3 ADD LOW DENSITY TB5 /� EXT. JGT l 6.20 /
1 . TOTAL SITE AREA lS 46.85 AC. \ ( 3 - 'a O'oo: ° -" 'jv'`„ 0 65 ° �' 0 '
r �" o , "�2 °' \ �S \ 4 PCN 9fV1510N5 $ SECTIONS JGT 27 20!
2. TOTAL DISTURBED AREA 15 ROUNDED UP TO 40 AC. ,/�� i ° 54005q.Et _ 8400sq.ft oo �\ o, r �s�
5T0 RM WATER / %I 1 ` a y q�. o x° BELS JGT 08.20 t
3. 51TE ADDRE55: 27 12 OLD AIRPORT ROAD, NEW BERN, INC, 28562. F' ° ��!''° - o ,* \o� \\ ? o a400sq.Et
POND # 1 5000 qk _._IZpflO... ''\
� t � 5 M R � F , SWALES, LA
4. PROPOSED ZONING 15 K -8. a? j J, o
5. BUILDING SETBACKS (UNLESS OTHERWISE SHOWN): A, (#07 1 tI'i,' ` ` :` '� '` N COMMON AREA C R `. ° ` s
6? t` \ ` 9466 sq.it j S3'f g4. 6' /
a. FRONT: 20 FEET 64 (OPEN SPACE o /' �� ^ °� <
sq.k ) r� �O ';i 8400 sq ft,.i /•` \ �O 3..
60 \�
b. REAR: 20 FEET . Ss�� J 24 mi I 6.23
rl ;
c. SIDES: 5 FEET _. ° 87985qt
G. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS (UNLESS OTHERWISE ''o ` '
\'° ,� \ 64005q.k o OWNER/DEVELOPER
NOW OR FORMERLY os (# 16 0 I I ' ✓' >
SHOWN): JOHN ROBERT HARDEE "^ ' >' %� 63 52 y. /Xo° �`'' `. \s °o ` \�� o
4 �'> e 1� o \ \ oo <\ \ NAD DEVELOPMENT LLC
.:� i'� 9647 sq.ft .� O " (� ^ ; / S }' O, `* PO BOX 7122
a. I 0 FOOT EASEMENTS ALONG RIGHTS -OF -WAY. PORTION DEED BK 15 I G, PG 263 % l / O < o F 825E sgft \• ° \\ x O
b. I0 FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES. � a 30 w.,'„ 3
m ,e< ,n r �.. .n ,n m m lY / \ \'ice 87 05q.k •'i7 °'Y"' i ' '2a'Q6'.. O _y0 Z/ P� /•. ` 94669s ft'\ '.�\a 8400 sq.fti, \ O ..
c.
10 FOOT EASEMENTS CENTERED ALONG ALL REAR LOT LINES. w �? '\ ` a \
I JACK50NVILLE, NC 28540
d. OTHER EASEMENTS AS SHOWN ON PLAT. '' 1- w �- J `\ �R, f' 200`^ ccFS °9 'i2e4�'°b :x_ r
PROPOSED CONSERVATION EA -MiENT 2'' ' ° # 10'
0
7. BUILT -UPON AREA: �! 26 / LL O
\ 5. \ \ , / /�O' ®, \ O�\ 84 O sq.ft ./ '\ O \ # r
TRACT "2" ` v 54005q.k ,> , #0I 53 0 2 48 ` // \\ ` CONSULTING ENGINEER
a. PROJECT I5 A COMBINATION OF HIGH DENSITY 'LOW DENSITY. / \ / /, \ o ° \ `\ 839751.k °o, a
b. TOTAL IMPERVIOUS AREA I5 G7G,862 5F (15.53 AC). 14 990 5F ° !'` aaoo5q.ft /' oo ,' o c, \ eP
\ Q THOMAS ENGINEERING, P.A.
404 WETLANDS;' '� �o° / °' ` °E2 06 / ; \ ' bo, ` i''Po, �• 72 \\ \ 00 �° P,O. BOX 1 309 - 401 HOWELL ROAD
c. TOTAL PERCENT OF IMPERVIOUS COVER 15 33.2 %. 2"84 AC 27 y;.\ o ti` " ��..` / �. ' o' /� o° \`'•46' / 54005q.ft d' `\ o \
s o� o \ \ 47 0' 0 90 3 NEW BERN, NORTH CAROLINA 28563 -
d. TOTAL PROJECT GREEN SPACE IS 66.8 %. v4� 5400sq.k s4 / ° \\ 8367sq.k .,>, \ �> o, \\ \ 54o�k , `.,\'o
\ca /" ` j 8400 sqk �O \o, \\ ,o; / ` ,2, ' OFFICE: (252) G37 -2727 FAX: (252) G3G -2448
8. TOTAL NUMBER OF LOTS = 1 2 I >'"
9. AVERAGE LOT SIZE = 6,22(S± 5F �' 0 1 ° O y, a• o \ \
2 13.80', / \ .r ��� o qE, \:, i /1 �`°j \
O' i O \) 9097 s ft / / O' / 7 CC J / \ \ ,. o / - \�• °° ° \.'
C , . z 5400 5 ft \ o 89 `\ j LAND S U RV EYO R
� ;(r \\ 28 � /" c° r n `..., / � Q S\ / / \ q O `. \ \ ' 84005 k s
10. LENGTH OF STREETS = G,207± LF ° Sa0°5,1Jt R O
/// R O ,r ; O v. \,,. 55 \\ v /, ' o• S \��'9 \'' ��/ � \\ � \ 2�3'O r v� °O, �. a ©',r :. d6
0' t r/' °�\ Saco sa.ft / /� < \ \ 2/ \ \ '
1 1. AVERAGE LOT WIDTH EXCLUDING CORNER LOTS = 70 FT #08 � o, o o 60 �" �o' 00 o o o� ti \ o \ <. r,, s/2° HERBERT J. NOBLES JR. PLS# L -2403 �-
,.. r. .:e. ,a. .t. ,. Cp !� O / ` ` 8400 s ft 04'2 ,
1 2. AREA TABULATION: �. \\ / �o' �/h /,�Oa4005 ft \o� oo i, q \ ' 74 5 M 8 2 5'
C ��, \ \
=26' i y \ a / / y L< '' / 10` O ' . / \ \® \ \ .. 84 ° °sq.ft00' /l \ p\O \ 88 / ,- ' ... O \7S 75:25.8 1 8G CAMPEN ROAD
°O, F1�' 68
p s2 °/6, 556 °02'30T 59,74 ` ` , 8400,, l -ft r Ox n °' / `\ 56 \ / % `\ o \ \ \z \ `..;\y , \ o 54175q.ft 7 l N, M R NORTH CAROLINA 285 15
TOTAL LOT AREA = 23.03 ACRES w �4, �/< ," ° N f \,, °° '� q r 45 \ '\y . BAYBO O, N
!� O \ 8400 s .k \ ✓' \Y; '` ,' �;
r. c�.� \�, O O J \ CA ,- .? O i / c7ivl' , '.' O ' •;.,
TOTAL STREET AREA = 7.75 ACRES u w 2,ss, ,' ,� o 59 00 :;' o 0 5400sgk F
\ :�O \ \ `:x,,465 s k O O' /' ,/ o r\,. 9272 s k
WETLAND AREA = 5.05 ACRES oo a e i'' i O /' \ \ \ 87 5q. ft
�� , <• O '11 \!' \ 8400 sq.k _(j' ,'' 00\ \,
= IRcD I ,8 OR 5% OF TOTAL ACRE.,.; N � \ ) ` x0"� ^,yy\ 9861 sq.k � _ �oj' m �T �T �+�+ _h
TOTAL USEABLE OPEN SPACE 1 1 .02 ACRES (REQU 7 s *� \�o / \ \ °o, ci a4o °Sq.Et �°° o o\ `\ a � \ \ r Z5 �i'�NA� I�N�ir'S'
\ ?, O \ �o / / \ ' o� \ \. 14618 5q.k
TOTAL AREA - 46.85 ACRES t0 `tt' '�': � f .m \ ,� oo, a- �' \" `�'� �- 8,. ;'S7 .'
\ 4 /' 0 5400 s ft h , \ r / of o° G ,
�' �\ °° \ fl` �fl' , y�,, 15.42" JJ COMMON AREA D, 76 ° i4.3 �5 < Released for bidding and permits only,
3 i � � �h "'�`' \ 9S \ �° `` �O / ` / 3 ` ' \\ \ \ 9461 sq.k�r �/ \
%,1: ; , i �a 56975 k :< >� 'o s8 �� (OPEN SPACE) �,' 77 \ \ \`< 6. not released for construction.
1 3. 404 WETLANDS ARE AS SHOWN ON THE PLANS. \`
r a __ . \p ' ©:. O, S `
14. NO BLUE -LINE STREAMS ARE PRES
ENT ON THIS SITE AS ILLUSTRATED BY iIHE " f 5TORMWATER : °Q '
9466 sq ft.V'/
POND #2
SOIL SURVEY FOR CRAVEN COUNTY MAPS AND U5G5 QUAD MAPS. r h 4 r y \ \\ ' ,�' h�. a`% o /�
a /`9 7 \ �, 1 1. i % R�' z �O 3:' 00 / . \ 9\
19.26' \ / O \2T # ®G \ \: O' / \ \ <• 11IIIId ItIIItdt
o \ . 1 ,n h / / [o , S i • t l
R \ c.; c,.�� 33 \^`.ti T �7 �1 ! j
. i r .. \ 35 \ e. •-i , ° \ \' 42 / / m ,1 / �. �' S 3 1 1 192 5,I it '' ti- titil, G 11V.� ,Jff titil Lr c
h 5400 5 k m 9.00' S
GENERAL NOTES „ 63> \ - 2 8561 5 k \ q' 78 / 80
COMMON AREA B %' �• a• /s''" ° - 9,00' r o "
r �y \ R /' �• .? �� ., \ �\ �- m ,r Cr ,.. •,� 981 2 s ft O 91 I9 s k •25' 3 • ' LO �'� �� YO t� t� ^'r , •c i'j1 f �t >>>1.�+., S
I DEVELOPED A5 A "PLANNED UNIT i 3 37 ,^ >O n o� a m ; i \ a• n , g V f 1 0 9 r
OPEN SPACE W / p P 8728 sa,.k \C9 G
1 . THIS PROJECT I5 BEING O ( ) / ';'O ? r � %
DEVELOPMENT." I / �o° ` ,a ;s�' 8.81' k`° /.: ��F � 4I �2 41 � �ZO00' � '! �� �� 81 � moo, � � �' � � - S A �^
T ARE AS PROVIDED IN
2. KNOWN EXISTING AND PROPOSED EASEMENTS R N35'04'1 Q j > ` \:� 9471 sq.k SEAL y
8387 sq.ft
6 "E ' � �`,�, b9�t0 sqk o, \ \ � � ,,,/ r..,,--�' ' � 4 i= •¢" ItGy
° ' .� .., o ,S - � - __ --,- , �, � C -438 'y
THE PLANS. ' /��J 2, �\ o� '9 ° 8728 .ft Of' \SSO \< r`' O° .� W M ) 2 82
3. ALL COMMON AREAS ARE TO BE MAINTAINED BY THE DEVELOPER S54 °55'48 "E 30.45' / 33 r: �� a °O. \ °' " g0 0� m 79 8s4 9591 sgft
%, \.
UNTIL SUCH TIME AS THEY ARE DEEDED TO THE PROPOSED HOA/POA. I ✓t. ;.' Q8400 sq.ft N o°� 3x °�� \ o65z5 k
a• �' i f CAR o II
u \ °a ��. oo '/' NOW OR FORMERLY �' .ar �' 6580sq.ft fir `, fr
W ' �- 0 2 �I ° 39 o ° i c / ' r 86,32,42 rrl 1 g g
4. WATER AND SEWER SERVICE 15 BY THE CITY OF NEW BERN. I °\ o yy / Q s ,
5. WATER AND SEWER SERVICE LOCATIONS ARE A5 SHOWN. l 32 ' �o, y��i /`�S IN, 010+ 5q.k �, ' °00 \ / =F6 J011N ROBERT HARDEE 3 tiffs o f J
xo° S, \ : r / ? .. - IfIIdItI[Illllt , IIdIIItll11
G. ELECTRICAL TO BE DESIGNED AND PROVIDED BY NEW BERN. os`5634sgEt �`' �. PORTION DEED BK 1 5 1 G, PG 2G3 i I!f Erlr / 7.75'
`\ s
,n /j � e, "` � k / F e, \ x�' .�; � �/ � • ; STORM N 12 °04�2g,;
7. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
-.� / �R �`' �s ;Q: #09 r f % WATER / I4c.. I7'
COMMUNICATION WIRING SHALL BE INSTALLED UNDERGROUND AS �2. ' "c 40 '' \�- 7 , POND #3 \I
... . � L= 223.24', R =5 i .00' -.� . s- ... .� ... / � / '�9, 5727�ft 6�i' T \ .� .� 6..9 %� . %�� � � \ � ITS P L I V
REQUIRED BY THE CITY OF NEW BERN. J M r� f
�= 250 °47'33" 11
8. REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN 3 l#04 3 9� \ M ! I - / I r:
(INDIVIDUAL CONTAINERS). `- 1 404 WETLANDS �� M 1� °a 41 (1 ( • �� v �\ 51TE IMP[ZOV� T�
9. EXISTING STRUCTURES AND FACILITIES LOCATED AND ENCROACHING LO
N35 °04' 12 "E 1 03.22' t Q� f v M v
ON THE PROJECT TRACT ARE TO BE REMOVED AND /OR OTHERWISE 3 O Y °\ / I �° 4 �r
RELOCATED PRIOR TO OR DURING CONSTRUCTION A5 SHOWN 3 ��� I >� 3�
HEREIN, UNLESS OTHERWISE NOTED. EXISTING UTILITY SERVICES ARE � \��� �1',• � °h�0 0� � N HARDEE EARM5 - PHASE ONE
TO BE REMOVED AND OTHERWISE ABANDONED UNLE55 OTHERWISE `� � \ A� u / �«� m 'A PLANNED UNIT OfXfLOPMEiVr"
NOTED. , / \ v / y
10. LANDSCAPING PLAN PER NEW BERN LAND USE ORDINANCE. i 3 o �' w
( � ?
I 1. UPON APPROVAL OF THE PRELIMINARY PLAN, SUBMISSION OF THE A, � 404 WETLANDS- `� J o TOWNSHIP #7 /CRAVEN COUNTY/NEW BERN /NORTH CAROLINA
4 3 I / A, � � � / � j o
PERMIT APPLICATIONS WILL BE MADE TO NCDENR. SCALE: I " 100, DATE: I .Q4. 12
12, ALL ROOF DRAINS TO BE DIRECTED INTO THE ON -51TE 5TORMWATEK
5Y5TEM. / 3\ ^ J PROJECT #: 201 1-020 SHEET: 03 of 21
�y
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[• 1"AT YUIC rnoy nF THIS PLAT ACCURATELY DEPICTS THE
I, HERBERT J.NOBLES> JR., CERTIFY
WETLAND DELINEATION INITIALLY BOUNDARY OF THE JURISDICTION OF SECTION 404 0
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A BRces
THAT THIS PLAT WAS DRAWN BY ME PER::-ORMED ON MARCH 27TH 2012 BY: CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION
FROM AN ACTUAL SURVEY MADE BY ME I �I`ERBERT J. NOBLES, JR. OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO K
BEING A PARCEL OF LAND DESCRIBED 1', 86 CAMPEN ROAD EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 CORPS OF
IN DEED BOOK 1516 PAGE 263 AND I
BtAYBORO, NC 28515 ENGINEERS WETLANDS DELINEATION MANUAL. SrF
OTHER REFERENCES SHOWN AND
RECORDED IN THE CRAVEN COUNTY WET €-AND DELINEATION WAS REVISED (NAME)
REGISTER OF DEEDS. ON .APRIL 18TH 2012 BY: (TITLE) Bw`�
THIS MAP WAS PREPARED IN ��1UILLIAM WESCOTT
RO55, "
BLVD.
HOWELL ROPD
ACCORDANCE WITH G.S.47 -30 AS JS ARMY CORPS OF ENGINEERS (DATE) "aR STEET
AMENDED. WITNESS MTIONRNUMBER NASHINGTON FINCH 2 7889 (AID #)
SIGNATURE, REGISTR
A SEAL, THIS Z _TH DAY OF
2012. VICINITY SKETCH
1 " =5000'
PROFESSIONAL LAND OR
tttttrl111111 DEED REFERENCE: DEED BOOK 1516 PAGE 263.
tilll CAIRO jrrJ SOUTHERN LINE DEED REFERENCE
ti~~p4'SSj�'�•,Lr�';f NOW OR FORMERLY PER JUDGEMENT: CRAVEN COUNTY SUPERIOR
COURT DIVISION FILE NUMBER: 94 -CVS -632
�: �p JOHN ROBERT HARDEE (DEED BOOK 1410 PAGE 161)
:a, SEAL ALL DISTANCES SHOWN ARE HORIZONTAL
" �r L -2703 F4 PORTION DEED BOOK / 5 / 6 WAGE 263
f ¢� o: �� GROUND MEASUREMENTS, NO GRID FACTORS
y APPLIED.
�SUR•``''c�,�titi _ THIS MAP IS A SURVEY THAT DOES NOT
frj jr� $� ll _ _ y _ _ REPRESENT AND PROJECT O AREA DF�OR ALINES
r r,� J. N 0 ti ti~
IIIIIItt W - LL y _ W W
�, O WETLAND DELINATION STUDY AREA.
W u u W r y y N35-44,22,E &! r! 8 Q U ncj� '
404 Wetlands _ _
BOUNDARY A5 RECORDED IN _ _ _ - - - _ - _ LL 21a
1313 404 Wetlands w2/ . 22,j _ 3113 3213
° y PLAT CAB. H, SLIDE 200 -F, AND _ _ _ _ - -1413 - - _ _ W
BOOr, 30.53, .PAGE 5 14 OI W LL - fW16 151 w2> �,g _ w3� �3g
W 17 W36
THE CRAVEN COUNTY REGISTER OF - DEEDS w LL _ _ W - - - °� 1M18 1 613 LL
'w 2113 N
W W
129 �
24g' y m ��0 404 LL W e t i a n d s LL
v w J
Uplands 3513
Ww ' 3 ( i I �R° 47y 1,j
W 209 309 .. 3 aj ..
f p) 3613 4 39a
1 /yA-I y
Uplands �° IOg
Evaluation Boundary Area 2913° 4613
W I W �ia 8.54 ac 713 � N� 13 4
� o 15. 37 389 01 p NOW OR FORMERLY
913 2513 3 �°� 3 W �� JOHN ROBERT HARDEE
413 �� Y
813 ° 289 Uplands
C IBg � 37a � PORTION DEED BOOK 1516 PAGE 263 ttl
previously Delineated and Approved Line: Wet Flag #I from the (/ 7b
313 LL O 459 �
'Wetland Survey for John Robert Hardee" 3 - 2613 m
1' "Wetland Survey for John Robert Hardee" ��' w9
as prepared by Herbert J. Nobles, Jr. 213 _ 7a 4oa
and Corps Certified February 13, 20 12 / as prepared by Herbert J. Nobles, Jr. (_ 3 3
�3 and Corps Certified February 13, 2012
2713
713 4113
4213
W
Y� 235 9, 4413
30„ r W50 2
NOW OR FORMERLY I 5 z' s3s °4422 "W �h
489. 8. W5 f �r
/ 4313
NAD DEVELOPMENT, LLC \K\ 9
55 PUMP Q�.
DEED BOOK 3054 PAGE 491 5go o STATION 9 /
STORMWATER POND # I g / s43s5
3..
9S / 96 / w'4g33
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055lN H G 5 �5
1 � f E CN sG � P � CTjO O l /00
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�L,AT ` w�' P�- h A/ O� /0/
i 51 6 W WE �` E l' C / l LLJ
,g
[L/ 9 /3 T�
Z HERBERT J.NOBLES,JR. DA E: APR 23, 2012
WETLAND SURVEY FOR PROFESSIONAL LAND SURVEYOR LE: 1 = 80'-0"
JOHN ROBERT HARDEE L -2703 HEET 1 OF 1
LAND SURVEYING PROPERTY DEVELOPMENT
PROPERTY EVALUATIONS T: HARDEE
GRAPHIC SCALE 186 CAMPEN ROAD BAYBORO, N.C. 28515
RAWN BY: HJN
TELE: 252 - 671 -3171 PROJ. #:HARD
N.C.
0 20 40 60 60 160 NO.7 TWP. CRAVEN CO.

Wetland Line Table
Wetland Line Table
ne #
Length
Direction
W i
18.96'
NO- 50' 58 °W
W2
48.1 1
N64° 13' 20VU
W3
22.96'
539° 49'43T
W4
48.80'
N22° 31' 23'W1 I
W5
30.29'
N 18° 30 56 'c
W6
39.33'
N70° 20' 08 f
W7
57.63'
580° 22' 10-
W8
51.48'
N2° 16' 00">_ I
W9
18.89'
547° T5728-IX
V I O
20.28'
N63° 34'22"W"
VI I
46.49'
585° 3 I'52-V'
V 1 2
69.53'
571' 1733'v
V13
43.80'
N830 03' 40N!
V14
51 . 10'
N56° 09' 1 2"14'
V 1 5
55.46'
N 18° 04' 03Nt
V 16
4209' .
N300 0020-1
V17
76.93'
N35° 54'20"r
V16
107.15'
N26° 56' 37-F
N19
118.81'
569 °09'37 "_
N20
68.72'
N83° 28'35'T
W21
13.37'
N65° 53' 529x'
N22
53.63'
588° 1 P 23 'ii(
N23
33.41'
W49
N24
78.23'
N58° 54' 42'!i(�
W25
1 40.80'
N29° 02' 43 "uo
Wetland Line Table
Une #
Length
D-ton
W26
57.68'
N23° 32' WE
W27
50.25'
N45° 49'09T
W28
49.75'
580 41- 59 "E
W20
145.93'
549° 24' 59 "E
W30
44.38'
557° 4309T
W31
47.98'
582° 39' 16"E
W32
79.76'
N5 '3022W
W33
50. 1 6'
N51'44' 1 9"W
W34
64.28'
N29° 39' 14 "W
W35
93.79'
N6)'08'05"W
W36
83.37'
N15' 14'29"E
W37
59.64'
N32° 49' 05 "E
W35
46.07
N79° 1 P 00 "E
W39
43.55'
N79° 29'05"f
W40
58.90'
523° 57 38 "E
W41
57.26'
530° 38' 47"E
W42
26.23'
5G2'47' 1 7"E
W43
25.88'
N2 1' 47' 15"W
W44
77.14'
N 15' 27' 10"W
W45
16.89'
N3i °05'4IT
W46
28.74'
560° 46' 32 "E
W47
83.64'
553° 34' 16"E
W46
47.19
558° 203 IT
W49
50. 18'
1 543° 49' 42"E
W50
9.94'
1 585° 07' 22 "E
Wetland Line Table
Line #
I Length
Direction
W51
17.82'
N84° 40'07t
W52
32.59'
N 15' 1G4 I'W
W53
105.47'
N62° 16' 5 1 "W
W54
80.03'
N45° 24' 44 °W
W55
79.42'
N5°0941W
I, HERBERT J.NOBLES, JR., CERTIFY
THAT THIS PLAT WAS DRAWN BY ME
FROM AN ACTUAL SURVEY MADE BY ME
BEING A PARCEL OF LAND DESCRIBED
IN DEED BOOK 1516 PAGE 263 AND
OTHER REFERENCES SHOWN AND
RECORDED IN THE CRAVEN COUNTY
REGISTER OF DEEDS.
THIS MAP WAS PREPARED IN
ACCORDANCE WITH G.S.47 -30 AS
AMENDED. WITNESS MY ORIGINAL
SIGNATURE, REGISTRATION NUMBER
&S THIS Z -TH DAY OF
� 2012.
- - --
PROFESSIONAL LAND OR
,11�i1iIIt1II!
til I
�V� C A,& Q� rj fl
ass a SEAL
r" L -2703 x
SUR`1.�Y
♦Jrt ��tttn[,[[n y 11ti
WETLAND DELINEATION INITIALLY
PERFORMED ON MARCH 27TH 2012 BY:
HERBERT J. NOBLES, JR.
185 CAMPEN ROAD
BAYBORO, NC 28515
WETLAiND DELINEATION WAS REVISED
ON APRIL 18TH 2012 BY:
Wll LIAM WESCOTT
US ARMY CORPS OF ENGINEERS
2407 WEST FIFTH STREET
WA,,3HINGTON, NC 27889
NOW OR FORMERLYK
JOHN ROBERT HAR.DEE
PORTION DEED BOOK / 5 / 6 PAGE 263
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A
CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 CORPS OF
ENGINEERS WETLANDS DELINEATION MANUAL.
(NAME)
(TITLE)
(DATE)
(AID #)
,IIIIIIIII11111` _ _ _ _ _ _ _ _ _ _ _ _
- - - - - - - - - - - - - - -
------ - - - - - - i!ff Vj4/ Ua 'O t3o N35 °44'22 "E c3 n
. . . _ 16.0 9r
y _ BOUNDARY A5 RECORDED IN 404 Wetlands _ y _
PLAT CAB. H, 50DE 200 -F, AND 21z
BOOr\ 30.53, PAGE 5 14 OF - - y - - _ LL _ W _ _ 1G 14 _ _ 404 Wetlands _ _ W2
9 229+ 31gy 32y
THE CRAVEN COUNTY REGISTER OF DEED5 �W16 159 _ w 7 _ wi8 �tih �2> zZg W36 W37
S1 16g 21g � �-
VICINITY SKETCH
1 " =5000'
DEED REFERENCE: DEED BOOK 1516 PAGE 263.
SOUTHERN LINE DEED REFERENCE
PER JUDGEMENT: CRAVEN COUNTY SUPERIOR
COURT DIVISION FILE NUMBER: 94 -CVS -632
(DEED BOOK 1410 PAGE 161)
ALL DISTANCES SHOWN ARE HORIZONTAL
GROUND MEASUREMENTS, NO GRID FACTORS
APPLIED.
THIS MAP IS A SURVEY THAT DOES NOT
CREATE A SUBDIVISION OF LAND, THE LINES
REPRESENT AN PROJECT AREA FOR A
WETLAND DELINATION STUDY AREA.
.� w \ _ 12g
W w v
� W W W - - . . _ _ ® _ e _ .. _ 249 34,3 ..
404 Wetlands
Uplands _ _ W
35
° g
w
N �c 11g
20" 3 O D� 47,j
1 ( _ 32g _
Uplands ( 10,3
�N a 36g 4 39a
U-11)
�c)
Evaluation Boundary Area a
I 1 � � a
8.54 ac 179 NN 291 ,. 46g
ISa
N(5 99 _ M a 37g 40g _
(3 � 3g � 25g 38g n � NOW OR FORMERL Y
Previously Delineated and Approved Line: \ _\° 4g 5,j
6g ° 28g Uplands - JOHN ROBERT HARDEE
"Wetl�Iid Survey for John Robert Hardee" Wet Flag #I from the I/ 3g 7b 8g 3 37a
as ?repared by Herbert J. Nobles, Jr. , ° "Wetland Survey for John Robert Hardee" �"�' ` ° _ PORT /ON DEED BOOK /5l6 PAGE 263'
and Corps Certified Februar 1 3, 20 1 2 / as prepared b Herbert J. Nobles, Jr. w9 269 N 45g
p Y p p Y (° 29, �i" 7a m m
�3 and Corps Certified February 13, 2012 I N �a \ 40a
_ 1g 79 27,3 N
�\ 41g s�
NOW OR FORMERLY 235 . i 9 42g
r ( 5 2 °32,3p'W
NAD DEVELOPMENT, LLC ' S35°44'227V 4g9 W50 ��2 44g
DEED BOOK 3054 PAGE 49 / Sao o `, a' 42a
N'
55 PUMP w5 i
N7 °5j 0/i 43g
STOKMWATEK POND # I � STATION �
9,3 l 9 l w 14833"
o EO�\oN z LLj I BRi 8 %\
\ \ �`9 R055,NG �1 D - E 86 " \ W5 BPY u apuR c � v� Z l CP �T, cO ge S S B �' 5 �
5 �L-AT GA O �
LN �9 /
/
/O l
/
LIj
co
I 8 U�
3� s o
\ - g g,3
j
/
3 no�j / ��
ED
WETLAND SURVEY FOR HERBERT J.NOBLES,JR. DATE: APR 23, 2012
PROFESSIONAL LAND SURVEYOR SCALE: 1" = 80' -0"
JOHN ROBERT HARDEE L -2703
LAND SURVEYING PROPERTY DEVELOPMENT SHEET 1 OF 1
PROPERTY EVALUATIONS PLOT: HARDEE
GRAPHIC SCALE 186 CAMPEN ROAD BAYBORO, N.C. 28515 DRAWN BY: HJN
TELE: 252- 671 -3171 PROJ. #:HARD
0 20 ao so so 160 N0.7 TWP. CRAVEN CO. N.C.