SW7010905_APPROVED PLANS_20020815

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�%g19,'S
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�7rdDil/�
YYYYMMDD

LEGEND
CULVERT R/W R/wI Q 50'-0" RIGHT OF WAY R/w
01
• 4' SIDEWALK10
_ 2'-6" CURB & GUTTER 2'-6" CURB & GUTTER 2'-6" CURB & GUTTER 2— GUTTER CURB & GUTTER
PROPOSED 8" SEWER LINE 26' PAVEMENT 22' PAVEMENT
PROPOSED 8" WATER LINE 13 13 5• e 4' 11' 11 6.5' 4'
1
PROPOSED 6" • WATER LINE � 4"/FT 14 1' 1 "/FT 14"/FT 1
OVERHEAD ELECTRIC SERVICE
v� 4" CONC. WALK 4" CONC. WALK /
Q SEWER MANHOLE 4'-0" WIDE
f 1 /4""/FT. (TYP) 1 /4"/FTIO (TYP)
FH FIRE HYDRANT
.. GATE VALVE do BOX TYPICAL ROAD CROSS-SECTION TYPICAL ROAD CROSS-SECTION
E.O.L. BLOW -OFF SELLHORN BOULEVARD INGE COURT
0 STREET LIGHTING
N.T.S. N.T.S.
OPP POWERPOLE
OAK TREE
10'00' SIGHT TRIANGLE \
NOW OR FORMERLY
WEYERHAEUSER REAL ESTATE COMPANY
DEED BOOK 1447, PAGE 929
�w EXISTING ZONING: R-8
EXISTING SEWER MANHOLE
a r # 227 - INV. 10.55
W 7a/ D
a�
CRAVENRP�TONAL �• � y��
SITE
TABERNA "TABERNA'
CIRCLE *
A }~
VICINITY MAP
N. T. S.
U �
N ��ExfS11A�""�EWI'F�`F.iRFRSCE EXISTING SEWER MANHOLE 225 EXISTING SEWER MALE
# EXISTING SEWER AT TABERNAEXISTING SEWER MANHOLE # 223
w
INV.
INV. 16.48 EXISTING DITCH
151' �- 112' 66' 66, 66 69, 373' 272'
20' — = - - - 8- M B� -'- - - - - Rr5�►pV�l� PY DWNIP 1 0l � 20' MBL
Nl�- - - - - ------------r- T-- ---T -r---- -r - — — — — —
�p�r�
orn 9771 SF - ! I I I I I /1►�jffA "lqyr
ca `� 26 9182 SF 1 1 6402 SF I 1 6402 SF 1 1 6410 SF I - 18106 SF71
7705 ZO
z ----- 1 -- -� vv I t�cv -O�
110 E I I 1 10,
i + _ - \ UTILITY
• `n �'-------�--i-------- �- _�--------'--'--------1 EASEMENT w r - - - - - - - - 2.0' B.C. TO IDEWALK (TYP) 20' MBL
1 10' TYP. 66' 66' 66' � � � � 8• G0HHON IMA
1 g �� c� STORMWATER WETLANDS BIORETENTION NATURAL AREA
• x o 0 8711 SF s.M.H _ _�
3 a N — — �� .., 30" CURB & GUTTER(TYP) �o0��= �r \ 6 , 1.17 ACRES 9' / / �prI'tJICiC
/_QUv �w / 10023 SF
1 INC
' o o + /'' •� $ saNlTaR=~ RL1N �"`
PROPOSED 6 WAYERLAE
53' 66' 66' 66' 66' �`. // / 6963 SF
1
�0' MBL i------- i W------�- T-----.rT T
-+ +10978 SF1 I I I v
28
7994 SF I I I_ 2Q• �/ \,3 4'.
r? I' I I� I'-i I� 1 ♦ / / 7037 SF
/ .1�0I� I I i 2Q C
z j o V- (0/ 1 6402 SF I 5402 SF 6402 SF 6402 SF ° 8024 SF
,r O / I 20' DRAINAGE EASEMENT
L-----------1- JT__--------- - ----------- - 1- ---1--i--------L - - ---L -----
!u _O 0' MBL - �
109' - - �5 ��o /^�. �� �s. \`�\/ /// 9391 5F
66' 66, 66' • 66' DITCH 78' • J ��
p 63' 66' 66' 66' 86' 70 70' 8'
FLOW S�'��p
Z / � Q• 8• � \ - - -- -
z f T-------- --r----- -j-----------i- 7--20' MBL -� --r--------r-r----- - LL--------r ----- __20' MBL, ��Me� S� ��j♦ 4�
! f I I I I I a I I I I I `\ Wf�. i �••/� �y 1
O I I I I I E I I I I l�tic� sI �, , W11l ION Nf!A
+ 6630 SF 1- 6369 SF 6369 5F IN I 6369 SF I� I 6Z69 SF 1 1 6755 SF 6755 SF 1 6369 SF 7923 SF 1 1 6422 SF u s.M""
1 I �3 1 q.Z 16 sf� 1 I dO 1 1 o z E 1 �/ Icb I �_ �, \\ � STORMWATER WETLANDS BIORETENTION NATURAL. AREA
rn , d'Q' I a,Lo �, I ¢ 30 _ �8 I o, Q, /L'� 1- 1 , \ 2.11 ACRES CO
'' 1 ¢ L� o - 1 -- -
1 I 1 6107 SF y
I I I I I I I I 1 I VT fN OW" iV
N _j - - ---i- 1_______-i-_i______--I- --------I_ _j ---------- i------ p- N /I�Wi //A
20' MBL _-___-L--------�-'------- --- �___ 20, MBL FH
8353 SIF > Z 4
I ' H 72° 66' 66, 66' 66, 70' 70' 66, 66' i!o• TrP. 66' 72 S.M.H. /\ \\\ /�, t^ N
_ _5_jff H /OPN I/OVLL V_/ I ) _ 31 ' B.C. TO B.C. ISLAND ^� 9s\
I c PLANTED \
— —- 8" SANITARY SEWERLINE_ — — — — —� — — \
S.M.H. S.M.H. ��/-
I 2.0' B.C• TO SIDEWALK TYP 8'^ SANI A�Ip��'
S.M.H. � 1 1 cam'
8281
F 11
64' 51' 69' 69' 72' •p �\ o
20, MBL 20' MBL'
_ _
8" P U f I 1 ! I I I I I I -,i- ��
f I I I I I I I I I I Ii I I
f I �nI I �)I I �n!
ry f �I I �I I I � �1 � 1 1 61 6 gI + 1 '61 S 1 J �I 9 1 �61 !O 1 (61 /1 I l� ]� �v w 1 00
rnl I rnl I rnl I �E I ml I �I I otl �I I � I;:��,
+ 6696 SF 1 6659 SIF 1 1 6659 SF 1 I 6659 SF r 6659 SF 6659 SF 6659 SF I 6659 SF rn1 6659 SF I 6659 SF € 6661 SF 6459 SF 8986 SF
--- 1_-_--_..-__I_ _i-- ----.--L-L---_-___1__1___------ 1_________L _I__-------- --- --- -. ,_ - - - - L - - - - - - - --------� Olt
2C' MBL 20' MBL
2075' 69, 69, 69, 69, 69, 69, 69' 69' 69' 69, 69, 136' kJ�� 218'
P N86'30'00"E 1208.4'
POSSIBLE FUTURE ROAD ALIGNMENT
RICHARD & PHILLIP SELLHORN
DS 1507. PG. 0919
�._ 2,
APPROVED
NORTH CARQiM!}1 EM POINMENTAL
MANAGAIII W 00MM183M
OMSM OF YW1 M QtMM
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y `� 1'�111Siiilllll�r! r � A
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NOTES:
01. ELEVATIONS BASED OFF OF NGVD 29 DATUM.
02. FLOOD REPORT:
THIS PROPERTY SCALED IN ZONE C AS PER FLOOD INSURANCE RATE
MAP COMMUNITY 370072, PANEL NUMBER 320—B, EFFECTIVE DATE: MAY 4, 1987,
THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
03. PROPOSED WATER & SEWER SERVICE BY CITY OF NEW BERN.
04. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
05. BOUNDARY & TOPD SURVEY PREPARED BY BRAD L. SUITT & ASSOCIATES
06. DEED REFERENCE: DEED BOOT( 1507, PAGE 0919
07. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS:
A. 10 FOOT EASEMENTS ALONG RIGHTS -OF -WAY.
B. 15 FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES.
C. 20 FOOT EASEMENTS CENTERED ALONG ALL REAR LOT LINES.
D. OTHER EASEMENTS AS SHOWN ON PLAT.
DEVELOPER: RICHARD & PHILLIP SELLHORN
2000 AIRPORT ROAD
NEW BERN, NORTH CAROLINA 28562
CONSULTING ENGINEER: THOMAS ENGINEERING, P.A.
403-C AIRPORT ROAD
P.O. BOX 1309
NEW BERN, NORTH CAROLINA 28563
252.637.2727 - FAX: 252.636,2448
TABULATION
TOTAL TRACT AREA: 14.49 ACRES
NUMBER OF LOTS: 44
AVERAGE LOT SIZE: 7223 S.F.
LENGTH OF STREETS: 1752 L.F.
PROPOSED ZONING: R-8
t
NOW OR FORMERLY
TODD WILHEWNES
DEED BOCK 1507, PAGE 919
UNZONED (IN COUNTY)
OPEN SPACE TABULATIO
� 8�
ti 1
SEAL 'S
a
C-438 1014
Gr�S S _� J c-c-� e e4 �,v�� �•, �`'�-,,,, CAR�.��`'� �.�` ;Gr n�NtO,�
r rrtttt ti
LOTS 1 —
12...................................................16253 SF
LANDSCAPE BUFFER AR�A...................... 8643 SF
LOTS 17 —
19...................................................2826 SF
"
OPEN SPACE AREA A 6107 SF
LOTS 21 —
24.................................................5081
SF
OPEN SPACE AREA "B"
SF
LOTS 29 —
33...................................................6398
SF
......................18106
OPEN SPACE AREA "C"
10023 SF
LOTS 35 —
44.....
OPEN SPACE GROSS LOT AREA SHCRTAGE....
42878 SF
TOTAL OPEN SPACE AREA
.............42879 SF
RELEASED FOR CONSTRUCTION
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1
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GRAPHIC SCALE
dl!f ! O /(3t7_�
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50 25 0
50 G" OF NfW PjffgN
row>�n�• C Ao4ww NOMCNa
Thomas Engineering, P.A.
403-C Airport Road
2 STORMNiITER
JCT 4115102 PO Box 1309
New Bern, North Carolina 28563
1 NCDOT COW NTS
JGT 10/15/01 Tel, 252,637.2727 Fax. [phone]
DRIVEWAY CUTS/DETAIL ADDED
SCALE 1" "• 50 FT. PROJECT #� 2000-014\Improv... GATE : 01/04/01
NO. DESCRIPTION
BY t DATE PLOT FACTOR: 1 : 50 PLOT NAME: 1OB_SVVPLAN SHEET: 10B OF 10B

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13
POND
EL. 9.0
I I
RELEASED FOR CONSTRUCTION
�BY ,DATE /
TRASH RACK WITH
ANTI —VORTEX PLATE & TRASH
GUARD-- i
4' PVC SCH. 40
30" BCCMP
4" PVC TEE
EL. 17.0 g" STUB
ORIFICE CAP �J WATEFTIGHTS�L 3r;' BCCMP
DRILL 1-1 /4' PIPE EL. 10.0
DIA. HOLE
i12'
3 a a a CONC. SLAB
1 I-
6' —0"
DETAIL
N.T.S.
0-
I
CROSS SECTION "A -A"
SCALE : 116' r V-0"
RIP RAP
CROSS SECTION to Is
SCALE : Ile - V_o'
GRAPHIC SCALE
50 25 0 50
2 S TORM WA TER JG T 4115102
1 NCDOT COMMENTS JGT 10/15/01
DRIVEWAY CUTS/DETAIL ADDED
NO. DESCRIP TION 6 Y DA TE
,lLj1li13iI7111f1f1
ti*�� �yGINF�p 'rlf
o
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C-438
♦ 4
�f ++�ff.r7rrc't`yam` . .
�rrr frf� 191� 3 * t,`ttiti
.4'f5forrwva�cr Plan
r')cfai/-c.
1MPP0Vjf1`7jffNr PLANS rOP
S�LL�t0�N �/ ��/�}�I�S
P It5 FOV9
GrrY OF NSW MN
rOWN51f1Pr ? GP A1MGX MY h"GM
Thomas Engineering, P.A.
403--C Airport Road
P4 Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
SCALE 1" - 20 FT. PROJECT #: 2000-014\1mprov... DATE : 01/04/01
PLOT FACTOR; 1 ; 20 IPLOT NAME; 10A_SWPLAN SHEET. 10A OF 109
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