154-04 Oversized Plans

{ 3
� 4 41,
mard C m, a2 kit `
\sj ^ yitfe Grov . lunc
s
old Town' e R Myt71• e
ell
v
.� 1.
� I
t Kendall Chapel
Y\
�toand
VICINITY MAP (N.T.S.)
NOTES:
1) ALL STREETS SHALL BE PRIVATE.
2) STREET RIGHTS -OF -WAY, 45 FEET UNLESS
OTHERWISE NOTED.
3) TOTAL NUMBER OF LOTS: 13
4) TOTAL ACRES IN TRACT: 9.24
5) WATER PROVIDED BY CITY OF WILMINGTON.
6) SEPTIC TANKS WITH APPROVAL BY NEW HANOVER
COUNTY HEALTH DEPARTMENT.
7) DRY SEWER TO BE INSTALLED FOR FUTURE NEW
HANOVER COUNTY SANITARY SEWER CONNECTION.
8) AVERAGE LOT SIZE: 15,000 SQUARE FEET.
9) MINIMUM BUILDING SETBACKS: 25 FEET FRONT; 10
FEET SIDE; 20 FEET REAR.
10) DRAINAGE TO BE INSTALLED PER NEW HANOVER
COUNTY AND DWQ SPECIFICATIONS.
11) THESE PARCELS ARE LOCATED IN ZONE R-15.
12) DRIVEWAY PERMITS ARE SUBJECT TO NCDOT
REGULATIONS.
13) PUBLIC EASEMENT TO BE GRANTED TO CITY OF
WILMINGTON FOR MAINTENANCE OF WATER MAIN AND
RELATED APPURTENANCES.
NOTES:
1. ALL WATERMAIN CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE
CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL.
2. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL
REQUIREMENTS ARE MET. CALL 910-343-3910 FOR MORE INFORMATION.
3. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY
IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS' SIDE OF THE WATER METER BOX.
4. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY'S
CROSS CONNECTION CONTROL REGULATIONS. CALL 910-343-3910 FOR INFORMATION.
5. ESTIMATED USAGE ARE AS FOLLOWS:
WATER: 5,200 GPD SEWER: GPD
NO PUBLIC SEWER INITIALLY,
DRY SEWER PROPOSAL- SEE !MOTE 7
6. DRAINAGE FROM LOTS INCLUDING ROOF DRAINAGE TO BE DIRECTED TO STORMWATER SYSTEM.
- - - 42- - -
LEGEND
- EXISTING CONTOUR
• EG
EG
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
�-- -•--
STORMWATER RUNOFF DIRECTION
CONCRETE AREA
LIMITS OF DISTURBANCE
TSF
X X -
TEMPORARY SILT FENCE
W "404" WETLANDS
SITE DATA
TOTAL AREA 9.24 ACRES
ZONING R-15
ASPHALT ROAD AREA 22,979 SF
DISTURBED AREA (ENTIRE SITE) 6.33 ACRES
PERMITTED IMPERVIOUS AREAS AS
PER NCDENR SW8 021109 O
STREETS 24,480 SF / 0 a ALLOWABLE BUA 5,500 SF E"4
/ z z
8" GATE
0
H
/ 1 6" GATE VALVE ::)
4/ CONC. MON. Johns Creek Road T p A x
-R/W Varies (Private) - - - - - - - W W
/ 00 cV
co W
CV
1 I I I I I a
Lot
• A; I ( 1 1 I I 1 0 a J o �nr� Cce.e< tome oc� Pr3
/ 1 I 1 �rec� 12o-c,Q-(-��-o I T`
/o Lot 1 Lot 2 I Lot 3 1 Lot 4 1 Lot 5 1 Lot 6 Lot 7 Lot 8 Lot 9 Lot 10 (- � Of
ul
o\ /•� I 1 1 John's Creek I I �' I Lot 14 Z
J ! 1 575' AEC Lot 11 O 6" GATE VALVE I ~»'�
00 Y / 2 12" CORRUGATED PERFdRATED ( 1 ( 1 Subdivision 1 �•'� " fa J b t�cm on a� oY G�1
4 ti ,v[ PLASTIC PIPE WITH 2 x2 STONE 12" F.E.S. QE-1
6 BLOW -OFF y (�
'! I S 84'42'54" E 100 YEAR 0 TAIL WETLAND LINE N
a� y f07 TRENCH
FABRIC d� CLEAN I INV. 15.0 I o, - I 7 24.99' FLOOD UN(= 1 5' Community Easement W
/ I • I I ,& r�2 . 1A </� 1 g_._ x y� • z z - - _ - 20 �. 1e.s> > S S Y
Co n .s r 1a.ss / �s9 __ -- \ bs 1 1 �, a µo
t .�2 ',-.,ta.83c. Q.• „6„" C aQ a �' FIP I-zis - - `Z o'_ " t� I '• / S MEAN HIGH WATER LINE AS v
APPROXIMATE LOCATION 1 Com 84'� '21" E 1�98.9hh' lf' \ S 8 3' 7'507 ^' 2 52 -�3- - -..EIP I. 22 8 J9 3< t �� vT .. _,. - L4'3. ,3 57g.55< ` _ � � -� X �_-- ---- _ X _ - `" c z =c'��;» n ., , _ .
` �•� ���• SThiCEu B`f (.AI1�A t•iFri:E a
EXISTING 8" WATER �l / l ( _ � '�,7W / _2 �EIF� / / / \ \ 10 PED N . EASEMENT
/ -
CITY OF WILMINGTON) /� / 0 ) 2 DRAINAGE MITS / , VEGET E \ /
( 13 EMENT _ / / DISTURBANC a \ \ 2214 \ \ UTILTY s / �L/ �L� 2 e .j/ r�.�, w
/ % 1 MAIN , IN B RY / �. •\ / E F-.•1 W
X � /� 92 V PI S C7\40
OAKS P2NE 7 .256 SFz,.oa PINE ' / 10 \' a\ as*
�/ /W�► �L `1' / •' S 11'53'23" • �'�-
19 987 SF 1, � 91.53
Ul \ /PNE ► \ \ ' 15,212 $Jr�1 - - �? / �1 [ /
oax a- / o� \ ' ! ® \BEN ` axY / L W W y,
EXISTING EOP \ /� ° zCy I `� I \ ,z- ,z [� - - [+� �� S / / ( • 3.a
OAK �� � 12" ,�, � � OAK OAK 9 � C7 \ Q � � 2 � \ •
/ N 16.795 S 2 / \ PINE , \ ; 21� O G O 110" G �uc Zvi ' `1' ®
\OAK
i{ ,a 7 N JU
15.09N PINE 15, SF-'S,175 S' is' ® 15eb 1 SFj + f / \ A
,,poC[/ ''INE �� �15. / la dS _ �. PINE I / 72• 0 0 V V _^ �j �y '�/ �L �L \L •
( ) 1f/j,
// i 8_ r ��'-aa�� PINE �` `-20 OtJf � / / � / �'r� TIN
( ) n U, 15.7 I C7 \ (G cG ® Ci
1 8"x8" TAPPING SLEEVE � \ 1 FH �98 % / � �16.9 � \ � ' I ry \) � 1 z-.-•zz., z,� oAK �'`� ® � � / � / � / I � \ � SPINE .sa � r-i
ASSEMBLY � ` OAK
(1) 8" TAPPING VALVEg PI t �o �� o (1) \ ��I ly�_ z I / / O
tv 1� S 12'17'S9" E
�� I /Irv• 19.5ASSEM LY \ \ \ . 1& 4 , // � � � � \ � � \ � � �' �io• �/ • �' � / / / / ��ROPOSED � � � . 3.1717'5 l 'd'I
15" F.E.S. l 2- �\ �a \ I \ zs.� aPINE
/ e.s� �1s�+� / / �1UCHEAQIi �s �, L 1 / w 00
2 .56 ".V(5, ®8 \ FIIJ PINS ' \ INE ) / P hE� 2 ,a,CJ• . / _
zo 1:` Exis in DD oAK^ \�\ ���- // �VVJ��` ` 1 1 (,-{ / / / 00
�� 1s•�
co / h� I Pi r � 9r jz t f SSE Y C9 �t-ojfB � /l�\1a AK V \)�AKI / SIYI II \ ( �N P / /�/ / / 12' OAK cV
1 r_-
MATCH EXISTING / _ . ,s ss I - - - / / - .5 I )
GRADE 24.0t \ DEAWAY V -45 / " /�`�/ ,� / / Wetlands \ 1 a j r-+
OAKS 1 / i A S. . w Oar �2. �.'1 �I/
50' TEMPORARY N
CONSTRUCTION
ENTRANCE
LINE TABLE
LINE
BEARING
LENGTH
L1
N41'21'32"E
53.78
L2
N29'37'19"E
37.49
L3
N24'48'32"E
33.62
L4
N25.52'27"E
56.55
L5
N24'37'03"E
41.17
L6
N34'30'40"E
30.73
L1
N41'33'08"E
34.67
L8
N47'18'08"E
35.80
La
N53'39'07"E
42.12
L10 1
N53'39'07"E
7.65
REVISIONS
Date
Description
By
R1
7 0
CAMA LINE
LOCATION
JLR
o
R2
16 0
REVISED PROP.
POND SHAPE
JLR
10 0
DED BULKH
JLR
T
4
23 0
ELED MEAN
JLR
---
R5
/01 /0
DED COASTAL
�n eun I IME'
JLR
HIP . 20.72 SSW' O"Gant
15" F.E.S. w/ / ( 1A �7 j
5'x10'x12" E.D. \ • 19.79 9
/ -'0 3:1 GRASS 1
1 SWALE
12" F.E.S.
/ INV. 14.5
t OPENIN .
j \ L- ,l / �/233 aC.f 6, �1' 1 • 3.oa _04 /47'53 v I ram, O
TL S "� Fi•1 (d
102.33
Ip 24.2 �oAx N�84'25'50" I L/N3 // / / \ 3.5a
• 22.39 • 21.63 PIN / 0 CO
I. N0.2 ' �"" \in
1 0 / , �jMfT'3 F4/ , t I�� S-i CO
\ M 16.5 \ \ 22 .13.7'5 1 / , QQ �{ ✓ • 641 � �-�
LIMITS OF �'A \r' I . 14.0 \ \ \ �"f oa / ' DISTURBANCE 1► I oA�- • 3.1s L' 1` + lC� ci
1 I
DISTURBANCE 1 » "��' � \ \ \ �/ , 7 � I 1 �5 / / 59,6'48 NSF � � � 9 � �-. � � ��� O I a
/ �" i CO c�
18 CPP WITH \ \ \ \ / +X 8»' / 11• onK g, I ` r�i Z
450xl5'x3 STONE reputed owner \
\ / x
Gaylep& Marryy Batton \ \ \' / /� / ! 1 / /20 �i` 1, a.sa \3.19
TRENCH (SEE DETAIL) D.B. 1184, Pg. 0413 \� �2p _ / / / / ED �P 1 1 • 7.40 \ ` \y` 0 I z
i 1 10. -,°/1 2- 1K 3 zz `4 �, S 18'54 15 E 0 O I z
I
W
o �. D OAK �► V 55.52' \ -N ­4
w
/ a Q) a
v - - - - - TSF 110" E °AKS P ' / A / NL `L / 3.22 J/ J r cr
EIP 1 , � - _ 2� 61' }.1,.��J LSTR •-I N N
/- ! / / N �' 24 25U"erT"/ P►4 ��� » 3.03 • I ^ p
/ I PROPOSED POND TO MAINTAIN t'% 50' 2� 10i 1 / N 1 1 '7fiN N ,1 °� 0 ' 7•38 EIP • 475 N ti4'24'25 W 2 .54' NIP n% O
I 1 SEPARATION FROM EXISTING WELL 1 , N-N. 100 VEGETATED FILTER100 YEAR 6 �� • 3.03 r�'�.'.'11 O� � 0 X N
1 10 cd co
FLOOD UNE s � � rLI E­
I
� \ 1
I
\ I
SITO PLAN
1 " - 60'
0 30 60 120 180
19•
- F
N 84'23'05 W ;4.1!?'
j \ MH �if
9 TST #1 �C� D.I. NO.1 cs20 `ter' mac,
RIM 17.0
INV. 14.0
reputed owner
Albert & Sharon Smith
D.B. 0938, Pg. 0149
Lot 1
C Egret Point
Subdivision
C�
CONTRACTOR TO PROVIDE POSITIVE reputed owner
1 Ref. M.B. 13, Pg. 36 1 ( I FROM INFILTRATION POND TO W�D Charltonrl&S�har n Sby {�}
AREA WITHOUT CROSSING PROPERTYB1139,
9 0155
Lot LINE3 � Lot 5 Lot 7 I Lot 9 I lot 11 � Lot 13
Egret Point Road
Ess
- -- - - _ SEAL
17374 '
cREGOR���`�•
''!l111111111�`
DATE 08-27-0
�� DESIGN PGT
DRAWN JLR
1
.Y
SHEET 1 OF 3
02081

REVISIONS
_ �F• � $, � �c'Tr r
rnud Gast 42
a5ily�r.}►k• -
old Towne �tyrtIt •
� v
- ^+cr•
} -..
N ,...
tbKendall Cha.
pels ,� SOL - c
} 42
Y Sound
VICINITY MAP (N.T.S.)
NOTES:
NOTES:
LEGEND.
1.
ALL WATERMAIN CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE
1) ALL STREETS SHALL BE PRIVATE.
CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL.
- - - ��2- - - --
EXISTING CONTOUR
2) STREET RIGHTS -OF -WAY, 45 FEET UNLESS
• 29.63
Ec
EXISTING SPOT ELEVATION
OTHERWISE NOTED.
2.
PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
PROPOSED SPOT ELEVATION
3) TOTAL NUMBER OF LOTS: 13
CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL
/
4) TOTAL ACRES IN TRACT: 9.24
REQUIREMENTS ARE MET. CALL 910-343-3910 FOR MORE INFORMATION.
DROP INLET w/INLET PROTECTION
5) WATER PROVIDED BY CITY OF WILMINGTON.
6) SEPTIC TANKS WITH APPROVAL BY NEW HANOVEF
3.
IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY
�-- f-
STORMWATER RUNOFF DIRECTION
COUNTY HEALTH DEPARTMENT.
IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
CONCRETE AREA
7) DRY SEWER TO BE INSTALLED FOR FUTURE NEW
BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS' SIDE OF THE WATER METER BOX.
HANOVER COUNTY SANITARY SEWER CONNECTION.
CITY'S
®
LIMITS OF DISTURBANCE
8) AVERAGE LOT SIZE: 15,000 SQUARE FEET.
4.
ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE
TSF
9) MINIMUM BUILDING SETBACKS: 25' FEET FRONT; 0
CROSS CONNECTION CONTROL REGULATIONS. CALL 910-343-3910 FOR INFORMATION.
_ X X -
TEMPORARY SILT FENCE
FEET SIDE; 20 FEET REAR.
10) DRAINAGE TO BE INSTALLED PER NEW HANOVER
5.
ESTIMATED USAGE ARE AS FOLLOWS:
W "404" WETLANDS
COUNTY AND DWQ SPECIFICATIONS.
WATER: 5,200 GPD SEWER: GPD
11) THESE PARCELS ARE LOCATED IN ZONE R-15.
NO PUBLIC SEWER INITIALLY,
12) DRIVEWAY PERMITS ARE SUBJECT TO NCDOT
DRY SEWER PROPOSAL- SEE NOTE 7
REGULATIONS.
13) PUBLIC EASEMENT TO BE GRANTED TO CITY OF
6.
DRAINAGE FROM LOTS INCLUDING ROOF DRAINAGE TO BE DIRECTED TO STORMWATER SYSTEM.
WILMINGTON FOR MAINTENANCE OF WATER MAIN AND
RELATED APPURTENANCES.
LINE TABLE
LINE
BEARING
LENGTH
L1
N41'21'32"E
53.78
L2
N29'37'19"E
37.49
L3
N24'48'32"E
33.62
L4
N25'52'27"E
56.55
L5
N24'37'03"E
41.17
L6
N34'30'40"E
30.73
L7
N41'33'08"E
34.67
L8
N47' 18'08"E
35.80
L9
N53'39'07"E
42.12
L10
N53'39'07"E
7.65
SITE DATA
TOTAL AREA 9.24 ACRES
ZONING R-15
ASPHALT ROAD Ai!:A 22,979 SF
DISTURBED AREA (ENTIRE SITE) 6.33 ACRES
PERMITTED IMPERIOUS AREAS AS
PER NCDENR SW1 ` 021109
STRECTS 24,480 SF
AL.I11ABLE BUA 5,500 SF
/
8" GATE /
V/4LVE J
/ L 6" GATE VALVE
----_-----------4-_------ ---_--Joh_n'e Creek Road _ EXISTING 6"W
w CONC. MON.-
`,O� R/W Varies (Private) -
CO...,
i o
Lot 1 0 -
., a
/• I Lot 8 I Lot 9 Lot 10
I Lot 3 I ( Lot 5 Lot 6 I Lot 7 I ( Q��
+ Lot 1 I Lot 2 �°t � b l
d 'A L�i1'X
John's Creek "
^� I I I I I 575' AEC Lot 1 ' 0 6 GATE VALVE P� yl P� t
2/ 12 CORRUGATED PERFORATED I I I Subdivision 6 BLOW -OFF /
PLASTIC PIPE WITH 2 x2 STONE 12" F.E.S. S 84'42'54' E 10o YEAR l3`l 9 Sv405 L
`" TRENCH WITH FABRIC CLEAN-' I I I FLOOD LINE
INV. 15.0 N I II o, o > >S �� ^ �•99' 1 Community Easement X
1AP
o� CKFILL o n / ` z z _ - - - 2 • 1a 7 �) / / . x qq,ss ��"�-`I- i;s gC ntrol ; • I o -- �3- -- ___ 'i� 4'3932" Ez 99' . B e�S 84'40¢11" E 99.97.' f E P5 ��L/�_2r� �4'39' 3" E 79. y �88S5" E 71' Tota�I�T
" 1�8.9 ' F S 8 '37'S0 ' 2 52= _ __ / 10 PIQ S-
APPROXIMATE LOCATION -\ Com �_ $ 84'� 21 E IL _
" �[ 70P� ` _ / VEGET E \ uTILTYAi
EXISTING 8 WATER �+ \ \ \ ' �2zpa� /
/\ I 4EVENT
' RNAGE MITS`Ob _TIP \
(CITY OF WILMINGTON) _ / DISTURBANCE \ ' . •\ �/ OAKS E
q P,10
MAIN IN Bl' \ S 7 SF +� PINE / �l t �� / q34
'�aE 12 .256 . 21.04 _ / - 19 987 SF �� �1 \ ,a i o�x / ►L / J� L �L L L
I / ,� 1' / a1 ► s �y \ ii 15,2 SFL 1 '1® ��. �i}� \
EXISTING EOP / 0atc or o 1 `�/ A 101 \ �yy ® /OAK OAK OAAQV� %
-\. / in"J7` \. - - - G Ul- _ R7�7 1 _ �. . ' \ / i-..1, 1 ti� 4. 4& }:/ \ ` _ _�._.�i G .r �2f�'1 1 ri 1 1 � CF O .� / I I - /
(1) 8"x8" TAPPING SLEEVE
(1) 8" TAPPING VALVE
15" F.E.S.-
MATCH EXISTING
GRADE 24.0*
50' TEMPORARY
CONSTRUCTION
ENTRANCE
15" F.E.S.
5'x10'x12" E.D.
3
/00
I
/
/
/
I I
I I
ILot 1 I Lot 3
� I I
MOODEURIZ
0 30 .0 120 180
Egret Point
Subdivision
Ref. M.B. 13, Pg. 36
Egret Point Road
t 1- T
I
PROPOSED PONP TO MAINTAIN A 50'�
SEPARATION FRO EXISTING WELL
i
I
I
CONTRACTOR TO PROVIDE PC
FROM INFILTRATION POND TO
AREA WITHOUT CROSSING PR
LINE
Lot 13
0 • 7.M
10 YEAR
FOOD LINE
reputed owner
Cho,lar do Shgrorl Maultsby
E.3. 1139. Pg. 0155
Date
Description
By
R1 ICAMA
LINE
JLR
7 0
LOCATION
ED PROP.
POND SHAPE
JLR
DED BULKHJLR
rR2EVI
ELED MEANLR
DED OASTAL rn eun i uir
JLR
0
1:4a
z z
U O
L V
u1 I
0
G� N
w
E-+ 0
w Z z
A
zw�Z o
OASTAL WETLAND 4
MEAN HIGH WATER LINE AS V
STAKED BY CAMA OFFICE
�- 5
y (�✓) w
• v�
11'53 23" W\�°' z'
91.53'
r�
S 1717'59" E 0
1127s.68 Ob 00
0
.�� z co
S 0447'53` L_ �.1�..� U
` 102.33 �3.54 O .--I
3.10 O co
3.19 U1 O I I a:
co Z
4.54
S 18'54' 15" E O 0 O W
1 55.52'
W ti0 O O a
3.22
I `/ • rlclj
J 3.03 •
NIP N
O
� • 3.03 �
r-1
E-4 di a w cd v
• z.7a ��
J
�N��
S E A L -
17374
i
GREGOR
Lo
5R 6 �M�N� DATE 08-27-03
O\J`PNpca DESIGN PGT
GOPSAPN- DRAWN JLR
cl
SHEET 1 OF 3
02081