SW8000517_APPROVED PLANS_20000810

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �_6_15-7 1
DOC TYPE
❑ CURRENT PERMIT
F, APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�)kfti
YYYYMMDD

TRACT DATA
,
ACREAGE .... r ...
7, 94 AC,
/
ACREAGE IN COMMON AREA, , , , . , , , 5, 75 AC,
ACREAGE OF LAND TO BE DISTURBED
OR EXPOSED .................... 6. 7t AC,
/
/
NO. OF LOTS...................52
AVERAGE LOT SIZE ..............
5,180.6 S. F.
MINIMUM LOT SIZE ..............
1, 140+ S. F.
PROPOSED USE..................QUADPLEXES/TOWNHOUSES /
OWNERSHIP STATUS..............FEE SIMPLE /
L.F. OF STREETS,•,..,,,..,..,• 1,130± L.F. ^� /
DENSITY .......................6.5 UNITS/ACRE /
DEED REFERENCE ................ DEED BOOK 1521, PAGE 689 0
EXISTING ZONE - TCA /
TAX MAP 351, PARCEL 8. 17 4r NA)I'URAL
BUILDING DATA, TFFER
HEIGHT - 35' (2 STORY) rya / AREA
SPRINKLED - NO
BLDG. S, F, - TOWNHOUSES - 6,144 S, F. x 4 = 24,576 S. F.
QUADPLEXES - 3,961 S, F, x 7 = 97,727 S. F. /
TOTAL 52,303 S. F,
PARKING REQUIRED - 2 SPACES/UNIT DE LY C
PARKING PROVIDED - 2 SPACES/UNIT = 104 TOTAL
ODED
CONSTRUCTION MATERIALS - MASONITE SIDING/CONC. SLAB
VAA = 31,659 S, F,
/
I SA = 86,942 S. F,
TOTAL IMPACT AREA = 345,866 S. F,
ISF = 0.25 ( LOW INTENSITY)
REQUIRED LANDSCAPING - 3,799 S, F, ( TOTAL) 1,900 S. F. ( INTERIOR)
/
NO. TREES = 5 TREES
�6' PEDESTRIAN
NO. SHRUBS = 16 SHRUBS
/3s*
ACCESS EASEMENT
PROVIDED LANDSCAPING - 12,583 S, F, ( TOTAL) 2,524 S. F. (INTERIOR)
NO. TREES - 11 (B UNDERSTORY)
/
16
NO. SHRUBS - 83 SHRUBS
INTERIOR
LANDSCAPE
ISLANDS:
1O - 750 S. F,
O - 300 S. F,
20' WIDE EMERGENCY
FIRELANE. INSTALL 6" CABC
THEN COVER WITH 4" TOPSOIL
do GRASS. CENTER IT BETWEEN
'
O - 451 S. F. (INTERIOR)
BUILDINGS.
O
- 477 S. F. ( INTERIOR)
O
- 636 S. F. ( INTERIOR)
g�
/11.86'----
O8
- 960 S. F. ( INTERIOR)
f
)
0
®
- 1771 S. F.
`
- 1280 S. F.
f ! O
©
- 720 S. F.
I
J
72.
0
- 4438 S. F.
HUNTER
+�
TOTAL
12,583 S. F.
DEVELOPMENT
CORP.
l r aj
r ! F 72.00
zE
D.B, 1 221. PG. 689
+�
ZONE RS-7
.'
!
4-72.00•
ZD
10' M.B.L.
-5-Jc TYP.
3' SIDEWALK
4 SIDEWALK
TYP_.- QUAhPLEX BUILDING LANDSCAPING
SCALE: 1 "-40'
GENERAL NOTES:
i 19 24' 14 20• 1 0 'L - 1 1. TOTAL DEVELOPMENT AREA IS WOODED.
1 2C r 16� dam. i _ 2. ALL EASEMENTS TO BE 20' DRAINAGE, UTILITY & ACCESS AT
172• O
o �, c Ito 5'r � �� O -�� �ry �' DIMENSIONS SHOWN, UNLESS OTHERWISE NOTED.
f "' 3-Bt �D 1� TO `�• O i �ry W
N �' 3. BLANKET DRAINAGE EASEMENTS ARE RESERVED
a f 2B i\ .: a oAr Mk o i r 5�j \ 1 OVER EACH LOT FOR BUILDING, LOT, AND
j 72 N r«� .-. 1 1'y d, LANDSCAPE do STORM DRAINAGE.
af 6G i ,� \ �0,5 rah, 4. 20 UTILITY & ACCESS EASEMENTS TO BE CENTERED OVER ALL
1n 2A r',r. 39
31.43 99 r
' � �• .. i `�P � ,y � � �� WATER do SEWER MAINS do 10 UTILITY do ACCESS EASEMENTS
O ;A +, 16.1 1 1 021.90 r ��, _ �� ` TO BE INSTALLED OVER ALL WATER & SEWER SERVICES UP TO
r , I '? 1fi.17 r O 61 `''s dt INCLUDING WATER METERS do SEWER CLEANOUTS . THESE
4D r P i ,.� v ^? roP 1'l + .1'S' UTILITY & ACCESS EASEMENTS SHALL BE DEDICATED TO THE
t8 72 'or n� �\ CITY OF JACKSONVILLE FOR THEIR OPERATION do MAINTENANCE
S4UTHBRIDGE I o 1$'3s 2s.4s d .7 w o , �a6 OF WATER do SEWER.
'A 6' 0. DENSEL
sn ' "LI ti.+ �0+. 5. A BLANKET EASEMENT IS RESERVED THRU THE PRIVATE DRIVES
� *i � � .:. WOODED r'-
- f �r �+ cn TO THE PONDS do 15 AROUND FENCE SURROUNDING POND TO
DRIVE - - O `S+ ??' vlCc - . o oGo`' 8'r ' Cp \ ALLOW ACCESS TO THE PONDS FOR ANY INSPECTION AND/OR
/ �i>~ o `p' o NATURAL MAINTENANCE THAT MAY BE REQUIRED.
601 R, / 16.80' O o e $ db \ BUFFER 6. THIS PROJECT IS NOT WITHIN ANY AREAS OF ENVIRONMENTAL
- _ / --' 25 t I 12 °o >\� AREA CONCERN EXCEPT AS SHOWN.
a y
1 , 7. TOPOGRAPHIC CONTOURS TAKEN CROM MAP PROVIDED BY THE
24 OWNER do NOT FROM SURVEY BY PARKER & ASSOCIATES, INC.
o Li , o S /.
IN5ELY ,G 1 Cc ,fl. o ( \ 4' HIGH STEEL OR 8. WETLANDS LINE TAKEN FROM A MAP ENTITLED "WETLANDS SURVEY
Vf�000ED • 16 0 27.95 A� Cp 9-Ag \ ALUMINUM CHAIN LINK FOR JOHN EAGAN" PREPARED BY LANIER SURVEY COMPANY
� o _ FENCE W/ BLACK OR DATED SEPT. 11, 1997 AND SIGNED BY THE CORPS OF ENGINEERS
O1 P 3-Bt 5'r CONCRETE o \ \ GREEN VINYL COATING ON DEC. 12, 1997.
,c 5' DUMPSTER \
TURAL jCc ♦� 3-St ' ` PAD \ \ 9. FOR ADDITIONAL DETAILS, SEE PLAN AND PROFILES.
tt
. �, L2Q� ST, S. 5'r 12 spaces 7 Ag 10 \ \ 10• PLANEPRIOR TO CR MAY POMPPLETION OF SITE WORK.TING
UFFEo, 1g l N DR 5'r 5'r 5r 13aces
5 \ 11. COMMON AREA INCLUDING DRIVES PARKING, do PONDS WILL BE
N 8 spaces 4 GATE DETENTION ONA POND
� 6 RnTA"1'E r P \ MAINTAINED BY THE MARSH OAKS HOA.
\ 12 Spaces LI I �? e g9 Cp o \ \ WETLANDS LINE
Cd
100 _
EXISTING DESIGN 1, i 1 0 9 1 pr' 32.90 16 1 ..1 1fi 7' ,. 7 88' 4 1"` \ PER FLOOD STTUEY
BAY MEADOWS 3-Ag 1fi• 21.7 17! 73 00'
j • o y 2g 45 t 13. 9' 7' (CPN 370178 0019B
SUBDIVISION 17 1g.1 I 1
.. • O fi 1 7- 9 � EFFECTIVE FEB.1985)
17 1 i I ao A a, EFFE 5
3-A95Z
ST., S. �r 2 2'r it � l o can 9D 9C 9B 9A � SD ,: 6 �� rr, •:,1 � � �' _ -- � - . - -
\ 5 r �° I O i, 3.85 1 0 O O Z
I! I
-E7t -� ."` +iN (� t'' R=760.00 1
Jr. 31 g9 �1 P �� 1j , • -, '� M 11111' o, w , . 41.ggJ S88104'42"E
1fi.17 15.00'
7.0' ��G • -4• !� g S 16.17' 1' 1 ` 1
1g,17 NATURL \
BUFFERDENSELY 00
AREA ELn
\ 1 t-
i
�r�1 3-Ag 1 � w u~ur, --_ _ _ �+Il�lt. ---______�._____- ---- � � # Ic!� !�
----
LJ' Vj 1 0 4 �` .� _ __ ---_-- 40' --- -_ 7_ EX. 20 Q �� T WORTH C E.JL9P\A EP,Vi,"ON1nEfITL
0
i O t3L O.�617 - ,c _ NATURAL - -� UTILITY J MA?d.rGLH:NT C'Mim 5SIOIv
O� �.�{j 1 NATURAL 1 J 1 1 _ _' BUFFER EASEMENT - f Di`r'0011 OF WATEF QUALITY
!" R _ _ WOODED AREA
11 BAREA '� - p D N YS88'04'42"E 300.00' L=20.00' - - - - - - - - - - _' - j oaily AUG L`(�
R�40.00' i 5Lu C�C� 17
!�► 3y o�, RE LANE 4, / I 4 �rmr�ver Permit No
�►a \ ,� �� ;� � �4�43 4 i r- __---DE EMERGENCY_--___----- -------- --- �- -- i
- TYP.
0181E { i i 20' WI 1 f - - - -' --- '1- - --- - -
\ %
' 332'O$ 1 I ! I li FIRELANE, INSTALL 8" CABC / / i i 1 COTT GE COVE
1 i THEN COVER WITH 4 TOPSOIL / 1 1 M.B. ,7, PG. 61 e�4 ••'' ••
EX. 20' 1 BUILDINGS. CENTER IT BETWEEN / ` 1 / �� !�
EASEMENT 44 i �� •
UTILITY 1 ! I / I / ZOO. RS-� /' �1 .r�,,il i it '. 0• t 1 1 EX. 20'-� ���D
- I / LX. 20'-- 1 I 1 DRAINAGE= ,
COTTAGE COVE I r ` ' , / ;4'. 100�
UTILITY & ACCESS 41 r , - DRAINAGE -T EX. 25' EASEMENT i a
\ M.B. 27 PG. fit ' 42 I - , ' _ \,�
\ EASEMENT ! \ \ ' 40 r EASE:VIEN i 7 �.
i C?RAfNAGE 1 �' 5-
AT VARIABLE \ \ ZONE RS-S / r N �'0
h ', \ - I I ` EASEMENT 1 ; 29 , i v r1 F .� V
\ WIDTHS \ \� \ 1 II��- i� -- EX. 20' / I .\ /� 30 r 1 / i r BY' �W ()LlL) j L I _ ��inT.�•• i�jE ,:' ,�
w \ r I DRAINAGE / r _
\ } • \ �! R \ 43 r 1 Il EASEMENT
39 , 1 •,�� Y M. S
RESERVED , Y N IPF \ \ I i / / : = \ 1 / , �f�n��li�,►��
\ OWNER
PRELIMINARY & LANDSCAPING PLAN
- MARSH OAKS SECTION I
\ �- � \ r`44 , ,y .,- I r ST. � \ \ _ - �- I _ �y' GEORGE o' 17 > AT BRYN N MARR
\ \ SUMERSET COVE \ .' -
' ~ ' 31 , `� 1 JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
a \\ IPF SITE LANDSCAPING y R - 38 r - ' i COVE ti
LARGE CANDY TREES � � O '" "/� �- j OWNER:
b IPF Quantity Key Common Name Botanical Name Tree Type At Maturity HUNTER DEVELOPMENT CORP.
Height Spread r- - - ,
_ P.O. BOX 1066
3 TotaAr Red Maple Acer rubrum Deciduous 40' -60' 30' -50' 1, ' ., � -` - - __ _: JACKSONVILLE, NORTH CAROLINA 28541
5 0 R/W ��
\ IPF \ SMALL UNDERSTORY TREES POND LANDSCAPING: , [phone]
Quantity Key Common Name Botanical Name Tree Type At Maturity SMALL UNDERSTEIRY TREES
WETLANDS LINE 1 F8 i 0F1t Spread Quantity Key Common Name Botanical Name At Maturity /
�� 4 L I Crepe Myrtle Lagerstroem I a I nd I ca Dec I duous 1' + varies DATE:
i n GRAPHIC ALE_ 1 "-.40
He I ght Spread � A T E: 1 1/ 1 5/ 9 y
\ \ > \ 4 Cc Red Bud Cerc I s Canadens i s Deciduous 20' -30' 25' -35' 1 1 Cp Washington Hawthorn Crataegus Phaenopvrum 25' -30' 20'-25' Total O 40 80 120
" '
SHRUBS
\ e
\ SCALE: I=40
UBS Quantity Key Common Name Botanical Name At Maturity
FEET
\ Quuaannttity Key Common Name Botanical Name Tree Type At Maturity Height Spread Inc
REV.-05/01 /00-KH W-REV. PER PAI REVIEW He 1 pht Spread 31 Ag Glossy Abe l i a Abe l i a grand! flora 3' -6' 3' -6' Parker & Associates - , 1 I1 l . ,paping Hori
z„ s
REV.-04/10/00-ZLF-REV. PER COJ TRC COMMENTS, 11 Bt Japanese Barberry Berber i s Thunberg I I Dec I duous 3' -6' 4' -7' FIELD BOOK: BAY MEADOWS PG. 1-7 Consulting Engineers -Land Surveyors -Lend Planners -�
REV.-04 03 00-ZLF-REV. PER COJ TRC COMMENTS do PAI REDESIGN.
/ / 13 Ag Glossy Abe l I n Abe l i a Grand 1 f l ora Evergreen 3' -6' 3' -6' DISK NAME: ACAD 548 SHEET 1 OF i )
P.O. Box 97$ - 306 New Bridge Street
REV.-03/20 00-KHW-REDESIGN PER NEW LAYOUT 59 Jc Jun i per Jun I perus cu It I ears Evergreen 11-20, 1' --20, FILENAME: MRSHOKSITE.DWG ZLF - Jacksonville, North Carolina - 28541-0976
REV.-01/04/00-ZLF-REV. PER TRC COMMENTS. 83 Total JOB No.: S990923--2688
REV.-12/20/99-ZLF--REDESIGN PER NEW LAYOUT Phone [phone] -Fez {910) 455-3441
SITE
SUMERSET ST. GEORGE
COV 7 COVE
TH HAMQTON
SHADOWRIDGE
5 RlvE
ROAD
HwY 24
VICINITY SKETCH
NO SCALE
JI WETLANDS LINE
r�
1 1D0 YEM FLOOD 1 16.17- 1 I I I
PER FLOOD STUDY
ZONE C \ \ (CPN 370178 0009E i�)
EFFECTIVE FEB. 15, 1985)
\ HUNTER
\ DEVELOPMENT
1 \ CORP. I I I 1 I
Cp D.B. 1521, PG. 689 I PATIOS
N6,S \ ZONE A TCA ZONE i (�I `�` 'T2 8110
I I I
Q
7 r.J-.
II46'4' HIGH STEEL OR LEGEND g 12-1-11'... 12'3"112'1" i12'3 ALUMINUM CHAIN LINK N.FENCE W BLACK OR -LOT NUMBER 6-A9 GREEN NYL COATING M, B, L, - MINIMUM BUILDING LINE (PARTY iP"'RTY IPA RTY EWALIWE, M, H, - EXISTING MANH❑LE WALL- iw, --IW A 6-Jc TYP.
M. H. - MANHOLE
STORMWATER ry. \ G, V, - GATE VALVE
DETENTION POND \ F. H. - FIRE HYDRANT
I M.B.L. I I I I I 4 SIDEWALK
� •\ L. F. - LINEAR FEET I I I I I
C. B. - CATCH BASIN
Cp oCp \ P. B. - POWER BOX
3-Ag \\
S.T. = VALLEYY GUTTER TRIANGLE TYP. TOWNHOUSE BUILDING LANDSCAPING
EX. S. S. -- EXISTING SEWER SERVICE SCALE: 1"-40'
EX. SFM - EXISTING SEWAGE FORCE MA I N
6_ 0 - FLOW ARROW
1�• O Cp o \ 40.x - PROPOSED ELEVATION
34.4x - EXISTING SPOT ELEVATION
DITCH
EXISTING CONTOUR
A RCD - PROPOSED ROCK CHECK DAM
rkG , ` \ mod- ST - PROPOSED SEDIMENT TRAP
�g 4' GATE \ \ 76,i RRA - RIP RAP APRON
CONC. • - POWER POLE
DUMPSTER \ \ > is - OVERHEAD POWER LINE
PAD 72•� � \ � QST, S, - STOP SIGN
9 S, S, - STREET SIGN
CL - CLEARING LIMITS
ooes a, \\ SF - SILT FENCE
'b TRAFFIC FLOW ARROW
1 4C .�2• •`� \ �
19 4D 2 p0 d, 170.66'
`ip^ oAr 24, 4 ' DENSELY \
�l 4E A9 �\ FIRS NE NATURAL
WOODED
� �• AREA � \
°0 4F)i -
- T r ,rY 1
t ' S
'1 i5'� sl- r „, ..r , 1 • - '.r rlr'!-4 dk �,.r1. i!,� 1[1v 11..A tl 1. �iS 6.�i�{NA *i.it t}4 {rrr-r,
�.. t?r, .;F , ', , f �!� i ( ., - r +•i . t1 rr•,L .,... Il•N o.T It r!n�st rt'��o r►Ic rrr r,s r r,r, s•�,�
S1fiE,ii'3'l,�:.'i

a
0
0
c\t
cv
Cu
,n
CD
an
3C
LLJ
cn
c
En
i
us
c
L
14
13 12 11 10 9
8 7 6 5 4
r '
TLANDS LINE
STORM
DRAIN
DATA
CHART
wo 1fEAR FLIOQi
OUTLET
VELOCITYFL000
g�DY
AREA
OLD
DIAMETER
GRADE
LENGTH
piM
CFS)FPS)
c
()/ACRES
A
0.53
2.9
15'
RCP
0.025
117
-
HUNTER
B
0.27
1.5 .
15'
RCP
0.024
102
-
i
DEVELOPMENT
C
1. 10
5.9
15'
RCP
0.046
86
-
tNSTALL SILT FENCE
AT.DISTURBED
CORP.
PG.
D
1.30
7.0
15'
RCP
0.051
78
-
LIMITS
D.B. JUL M
E
1. 56
8.4
18'
RCP
0.020
50
-
INSTALL PRE-ENGINEERED
+ 1 I I
1
` i
1
2 F)" WETLANDS
IN THIS`AREA
TCA ZONE
F
1. 82
9. 8
19'
RCP
0. 016
61
-
RETAINING WALL AT
1 1 ;
r\
G
0. 26
1.4
15'
RCP
0.016
94
-
ELEV. 9.0 ON POND. TOP OF
+
r
+ti
\
`\
H
2. 16
11.6
18'
RCP
0.035
50
11.6
WALL TO BE ELEV. 13.0
INV. TOUT
r
1
0.37
2.0
15'
RCP
0. 050
40
913
I 640
+ i
,
J
0.43
2.3
15'
RCP
0.055
100
-
K
0.20
1. 1
15'
RCP
0.022
92
-
i
+
L
0.50
2.7
15'
RCP
0.060
67
-
r`
M
1.21
6.5
18'
RCP
0.012
44
-
+
N
0,46
2.5
15'
RCP
0.006
80
-
rl
21 2
1 18\
'
`�
I IN
\
`\
O
1.77
9.5
15'
RCP
0.014
140
-
\\ `�
\
•_
6.0
P
2. 09
1112
18'
RCP
0.036
14
-
+
\`�`
Q
0.2fl
1. 1
15'
RCP
0.013
152
25`
2f2 '\�� `\��
`\
\��
`•
'�,�
190
i+
�
4 �
�� \
S
2.27
3.9
18'
CAP
0. 002
3.0
T
291
50
15'
CAP
0017
35
72
TRACI PAIA
ACREAGE ....... , .... 7. 94 AC,
AVERAGE IN COMMON AREA........ 5. 75 AC.
ACREAGE OF LAND TO BE DISTURBED
OR EXPDXL ................... 6. 7t AC.
NO. OF LOTS...................52
AVERAGE LOT SIZE .............. 5,100.6 S. F.
MINIMUM LOT SIZE ........... . . . 1, 140+ S. F.
PROPOSED USE ................. .QUADPEEXES/TOWNHOUSES
OWNERSHIP STATUS..............FEE SIMPLE
L. F. OF STREETS ............... 1, 1301 L. F.
DENSITY. ................6.5 UNITS/ACRE
DEED REFERENCE................DEED BOOK 1521, PAGE 6"
EXISTING ZONE - TCA
TAX MAP 351, PARCEL 8. 17
BUILDING DATAM
HEIGHT - 35' ( 2 STORY)
SPRINKLED - NO
BLDG. S. F. - TOWNHOUSES - 6, 144 S. F. x 4 = 24, 576 S. F.
GUADPLEXES - 3,961 S. F. x 7 = 27,727 S. F.
PARKING REQUIRED - 2 SPACES/UNIT
PARKING PROVIDED - 2 SPACES/UNIT 104 TOTAL
CONSTRUCTION MATERIALS - MAS13NITE SIDING/CONC. SLAB
VAA = 31, 6'.i'9 S• F.
\ / \ ISA = 96, 942 S. F. 1. 9=411L DEVELM MIEi1T AREA IS w00I7ED.
23, \` • •` `� �,1 � 1�`��`� Q - CIA RCP -REINFORCED CONCRETE PIPE TOTAL IMPACT AREA = 345. 866 S. F. 2. ALL EASEMEN71 Tp RE pRAIN/1� «UTILITY At DIMENa0N1
Q, SWALE \ �\ \ r c O, 75 CAP - CORRUGATED ALUMINUM PIPE ISF 0. 85 ( LOW INTENSITY)
IIA�6!( UP T�NATUR �. �\ �� IN .3 `� �� �` ` ` tc- 3 n I n. L PIPE LENGTHS IN CHART ARE FROM REQUIRED LANDSCAPING - 3, 799 S, F, ( TOTAL) 1, 900 S. F. ( INTERIOR) SHDIAM, UNLESS OTfIERMMSE NOTED.
24, (A AT 5:1 'SLOPE. `. '� �� `� ` ` ' NO. TREES - 5 TREES 3. THIS PROJECT IS NOT WITHIN ANY AREAS OF ENVIRONMENTAL
q"TE'O►,q' HIGM�BERM `\ �\ \\ `� -�•+� \ \ `\ rr 110- 7. 17 In/hr It CB TOIL CB. ACTUAL LENGTHS WILL NO. SHRUBS - 16 SHRUBS CONCERN.
5' INSIDE CLEARING ` \ \ \\ Y \� ++ rr c G. 6 BE LESS. PROVIDED LANDSCAPING - 1!, 503 S. F. ( TOTAL) 2, 524 S. F. ( INTERIOR)
2 � � - 4. TOPOGRAPHIC CONTOURS TAKEN FROM M�IIW PROVIDED BY THE OWNER
LIMITS fiq PRE IT ` w OU T PIPE ` r tr i hr. NO. TREES - 11 (8 UNBERSTORY)
Oh \ \ �\ ! NOT FROM SURVEY BY PARKER ! ASSOCIATES, INC.
,WESTSMIE ` � Ito- 2. 88 I n/hr, (p I pez S 11 T only) NO. SHRUBS - 83 SHRUBS
t r `S. WETLANDS LINE TAKEN FROM A MAP ENTITLED "WETLMDS Sl11tvEY
` ` ` \ INV. t OU + �� ' FOR JOHN EAGAN" PREPARED BY LAMER SURVEY COMPANY
26 OF SWALE FRof�1 G01)V6` `-
�. �` �� ` SOP �+2.0 ` ' + DATED SEPT. 11, 11187 AND STONED BY THE CORPS OF ENGINEERS ON
27, TO PO `. `` ` , �. - \.` `, _ _ \ S 8 r `
� � • . \ _ V Y. 8. \ ATE 1 HIGH BERM DEC. 12, 1!!7.
` �`. �\ ` ; •.� \` \\ ��• - \ \ �r TOP 12.0 a BACKSIDE & 10' FROM
E SWALE THEN SLOPE TO LEGEND 6. FOR ADDITMAL DETAILS. SEE FLAN AIID PROFILES.
��: .` `. _ • \\ \ i- `� Tod 14.� `> TER1 `\ \ ,
28 _ 0 \ \ \ , I I INV. 9.0 NATURAL GRADE AT 4:1 �r i 1. CONSTRUCTION SEQUENCE:
29 INV. 1 •` `\�- \ -~ ' '\ `1 �� { \ SLOPE �, j 4�0A -LOT NUMBER
A. NOTIFY CITY OF JACK90NVLLE PUBM MIDIKS DEPARTMENT, ENGWER
• \` \ \ ` 1INSTALL SILT FEN
, M.B.L - MIIMMUM BI)ILDING LINE AND OWNER PRIOR TO BEGROMNG CONSTRUCTION.
�` `• `� `\ �� DISTURBED LIMITS �� I E.M.H. - EXISTING MANHOLE B. INSTALL STABILIZED CONSTRUCTION ENTRANCE PRIOR TO 9E(IINMNG
•` \ \ •' O �� x \ •. `� 2' FROM WETLANDS ' i M.H. - MANHOLE CONSTRUCTION.
30 ` IN THIS AREA ALL PRE-ENGINEERED G.V. -GATE VALVE C. INSTALL SILT FENCE AT CLEARNIG LIMITS PRIOR TO KO NNMNG
Z� • ` 4A �� TAINING W WTH HANDRAILS F.H. -FIRE HYDRANT CONSTRUCTION.
\ \ ALL \ LF. - LINEAR FEET
FROM WETLANDS. TOP OF W , C.B. - CATCH BASIN D. CLEAR ! GM E"W AREA 7BTFIN+1 CLEAl1N LIMITS AS MOWN.
TAPER RETAW NG TO BE OELEV. 13.0 HAUL OFF ALL CLEARED DEBRIS. NO BURNNNIG ALLOWED.
31 ` `. 5 C ST `� - / .fig �` `� `� ` ` tNALL DAWN TO P.B. - POWER BOX
S.T. - 10 x7O SIGHT TRIANGLE E. CONSTRUCT STORNMWATER DETENTION POND. EXCAVATE POND 1'
ELEV. 5.0 -� \ V.G. - VALLEY GUTTER DEEPER TO ALLOW FOR SEDIMENT ACCUMULATION.
4C I `� \� \ TAPER TAINING EX. S.S. - EXISTING SEWER SERVICE F. STRIP TOPSOIL AND STOCKPILE FOR LATER USE.
\+ s + - ` \ �` `� TOP OF WALL TO WALL D011�N TO EX. SFM -EXISTING SEWAGE FORCE MAIN G. ROUGH GRADE 911E.
r I + I r�_r- . t . . `. `. `. �. TO BE ELEV. 15.0 ELEV. 6.0 + -'-
- - \` ' +I \2F ,- _ ,b �4. `` _ - - - _ - - ON ATEBAC11' I H 1 Q x _ FLOWARROW H. INSTALL SEWER MAINS CATQI Bi�NB 8t DRAINAGE �JM►ALES.
j 70f _ l \ ® PROPOSED ELEVATION 1. INSTALL STORIM DRAM! _
HUN R \ I , f -- �C_V. 14.0 '� r�. �\ `\ `\ , `1 `� 1\ \�\ ` - - _ --- \ C SWALE THEN SLOPE TO x - PROPOSED TOP OF CURS WHERE C I TH#M T TTE RAPS A SEED CKCK DAMS
SINGLES M' NOT
DEVELOP ENT +r rr + r _ ti: ' 1 r� 1 _ _ ' `� `\ `\ \ ` + - - _ _ _ \ `\ - PROPOSED TOP OF ASPHALT DAYS,
CORP. ---� + '" r �' - \ \ ` \ \ \ \ \ \ -�4. _ '�� \ IN FINAL CONDITION OR PERMANENT SEED iF IN FINAL COMMON.
D.B. 1521- P $$� r + I - � �• `�� '� � .� + `+ \ \ `+ � ` -~� SLOPE AL GRADE AT 4:1 34.4x - ESTING SPOT ELEVATION
+ ! - y a- + \ \ - - - - - - _ J. W11MMN 115 DAYS UPON COMPU.ETION OF LOT G RADMNG, INSTALL
N IRS - + \ ' ! -_ ` =s` I + + + \ ` - - - - DITCH TEMPORARY OR PER ANENT SEDNRG TO AREAS THAT ARE NOT TO BE
ZONE
I . 2D<' - EXISTING CONTOUR DISTURBED AGAIN DURING STREET CONSTRUCTION.
fl �i� " I //+ + ' , _ - _ `, :7 RCD - PROPOSED ROCK CHECK DAM K. INSTALL WATER MAWS.
`\�� `� \ •I► ?� 10 may`^y �- -.� - _ ` \ ,+ \ \ `�
i 2S _� � 2C � � 1. � + 1 - 1 11'f _ �"� _1fl GY 5T - PROPOSED 10 CUBIC YARD SEDIMENT TRAP L. F1I'IE GRADE DRI11fs. PLACE CArC OVER COMPACTED SUBGRADE.
1 RRA - RIP RAP APRON INSTALL ASPHALT SURFACE COURSE.
-� `� • , I , �( r- -�_ - , TOP`i1.5 M. SEED, FERTILIZE, AND MULCH ALL DISiUIMED AREAS WITHIN 15 DAYS
_2B }� / `� \ \1\ ,s ', .�0 , �� " + -4 -^-` _ �' _ ♦\ `� \+\ INV. 8.) • PP _ POWER POLE COMPLETING ANY PHASE OF THE GRADING WORK. APPLY TEMPORARY
`� fl P OVERHEAD POWER LINE SEEDIING OF AREA 13 TO BE DISTURBED AGAIN AND PERMANENT
V. OST.S. STOP SIGN AND
AREAS HAVE BEEN FINAL GRADED AND ACCEPTED BY ENGINEER ` \ `
D S.S. - STREET SIGN
�� 1 + I`\+ i \ •r Y ` '\ ' CLEARING LIMITS 2. SWIG 9PECIMAT1OM' :
`L�.lx X � '�. ` \ '\ � r�{t ' � t `\ \`\ + r � �> `� `� \ a _ APPLY LIME AND FERTILIZER AND NCyRK M10 SEED BED. SEED MIXTURE
\ 40 r C - MALL BE DISTRIBUTED UNIIFOR'MLY AND COVERED WITH A CLEAN STRAW
- s Q• j•" /� Y. 16: + +:. `\ +} + i h ��� ++ ` \` - TRAFFIC ARROW MULCH. MULCH SHALL BE CRMt M OR TACKED TO HELP HOLD IN PLACE.
'S _ A. \ , ' : +' ` \ \ \ i I ,T y ,� 'I + '\ INV. OujT '\I MATERIAL AND APPLICATION RATES FOLLOW -
` , I \ 4.5 I - CATCH BASIN w/ROCK SEDIMENT MA=ALAPPLIICAIM RATE
r-rGRADE THIS A i i `t y, \ \ \ 'I - -T----- - ,' , `\ i TRAP (SEE DETAIL) LAME 1000 LBS./AC
t�: I 28.39 1 1 r .1 ITO FLOW TO C. \ + t t cr I `r('i r ' .
I , cr , v ; `13.a \ . �� \ INSTALL T FENCE FERTILIZER (10-10-10) 800 LBs./AC
�' r rr AT DISTURBFA LIMHTS MULCH 1.5 TONS/AC
f.'.t , 1 s I....I �� •� \O i t i
`` N' FTROM'4METLANDS
�, ( �\ i S AREA "REBEL" FESCUE 100 LOS. /AC
i , �• �s 1 \ t + s . INV.17r` � . `\ `� / 1 \ �
9 1 t 1 ' '� 1 COMMON BERMUDA
HULLED APRIL 1 - SEPT. 1) !SO LBS./AC
_ - - - } I I i t : .. { \ 1 TOP 23.E \ . . ,•- . - r � \ . \ , r SEPT. I_
APR11 � G `1V. 20. ' + r r \ ` \'\ r' R� (SEPTA - APRII 1 oNiL 75 LBS. /AC
I 1 X ,� , :. ' I \I 1B ` 1 X r 1 r rr r ; + TOP 12.0 �` \ \ I 1
( 50 LI M /AC
\ 1 \ + , . \ \ \ GERMAN MILLET (APRIL 1-SEPT 1 ONLY) 50 LBS./AC
26 I I I ._ , 25 1 V 1 i+ i 4 , / INV. 8.0 \ r
I ....:.{ F F.11 �. 1, /,Arr rr 1 rrf TOP 11.3 �` \� \` \`
DEC. 1 - APRIL 19
KOBA LESPEDEZA 90 LBS. /AC
• 1
INV. OUT\ RYE GRAIN 100 LBS./AC
APRIL 15 - AUG. 15
�� \I - I t .. l , 1 ��► Z r , r / , �� rr �r I 6.0 \ \
PAD `�, �.\ \ GERMAN MILLET
s I r1�` ..1 .r... r r i I / k r r\ \ ; 7\ AUG. 15 - DEC. 15
40 LQS./AC
\ r•:rr� " I t: �_ „��;► r 1 ri / r 1 \ t. WETLANDS LINE RYE GRAIN /
100 LIAR'S. AC
27` 1 1 F d , 1 00 VEAR FLIOUID ` -
`� t „I Irrr ts�� { �' 1 r 1 `•;. , 1 , -� ; �` _ - CONTROL MEASURES AND SHALL AMEND MEASURES AS REQUIRED
EXISTING DESIGN I;a , 4 I I I.. .:., ' / . �� � - `_-- _ ``
BAY MEADOWS �. r ` ` - PER FLOOD STUDY `• 3. CONTRACTOR IS IIESPOM!lMBL,E FOR iMMNTANMNG ALL ER(}SION
SUBDIVISION '' t'' ' -i���/ r ' r I tiff - _ 1 i. P _ TO PREVENT ACCELERATED EROSION FROM TAKING PLACE ON THIS
} f .t i i ` tt ' -__ �' ,' , , xr/ ti 1u tt � � X E',EX. l F` _ 3 -_ - _ SITE, UNTIL SITE IS RESTABILIZED AND ACCEPTED BY CITY OF
26 ,., t t, t � r I I E1•E t BA I JACKSONVLLE. ENGINIEER AND OWNER.
t•':1 I t -_I _ / , 1 rr F.FI ELEj� I ,' I j F•�M +� t O ' aIA�4C�KSA� L - _ ` - _ 4. UPON RESTAi' UZATION OF ALL DISTURBILD AREAS AND SW
STABILIZED - 1 ,�•� j r + t t r t 1 X COTSAGE - _ _ _ _ ASS.
r _ CONSTRUCTKIN k yi f11 y1 �` ` '� tt, �Ix , F 'EUE��i .•/ �t oo ' r �D rrr 9� j �I 9 /' r j p ac y�, `t �,�' ��YpUP 9. BATI ! - - .. - _ FACILJTIa AND GRADE, ORAS i MULCH THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL
5 i ENTRANCE ,, , r r ' I t + GRID 8.25 �' *._ _ 6. ONCE CONTRACTOR HAS OOrIIPLIMI JOB AM 517E IS RMABL E� THE
25 + ► t 1 _
I tI+ tL '$ l4 LJ Ir , Ii ' i �' _ 1 `� �`\ `7 •���- DEVELOPER SHALL BE RESPONSIIILE TO MMNTAIN THE RESTAbIUZED
t t i fobw I ' -
4 - 1 t Qi r I t K "' ' r "r• r :;r. • ::� (L VAL�AE AREAS UNTIL TAME WREN THE LOTS ARE SOLD TO MNDIVMXIAL LOT OWNERS.
� �11 '0 Ilk 1 , t ! t •.�+.`' "� 10' f r i r � � /' � � VAULT ------ - -�-- '�ti -.� 1`� S. FOR ADDITIONAL INFORMATION, SEE PLAN AND PROFILES.
24. �
1 t ► �! ! r 9� \ 8.47 7. FOR EROSION CONTROL DETAILS SEE SHEET 6 OF 7,
EXIST. DESIGN ��Ic'1� r+y +I X• �` �-' ; ��B ► t �... � ; I ® �'�! fr rr � / .. .��/�'� '$ - -- -- a`� � '
4' CONC. } , r r f 1 �1G 1 �, I r. r,-•-.�... f r �" �, \
SIDEWALK + + 1 1 ! 1 , r a -r... , ,
' + 1 1 y SW �i _ _ _ ��F -•-• ...� �... _T ... � ... - _ _ PR SINGLE TO `
+ 1
/ r1r1 I ' 1 �` ' r... r r Ohp 1------� / (21UTE EOFF-
SITE IROMI
� � t..1 N__ + ti: '�•... __ 1 �•- >. �` \ � �\\ I I
- 2 �•1 t'^ r+r+ _ ' i' (y►, EX' 4 rSFi r oh �- IN ENTERI POND. \ �\ T .i I -I
1$ - 1,1 1 1 I r� `.. --_------ -- ----- - p-��c.j EX. 20' 9_ `�
/ Cp . j1 „` - ti~ ::1 R �_ �- - _1- , ! rr r , I ----- ____ --� f UTILITY \ , - `1 r 11
�� r-- T0�35. Q�� . V. 16l'� r i r 1 \ f r +
17_ 0, `fi 3 1, +, ` r INV. 20.8 1 / - _ �'� ,r r r r I TOP 10.5 ITT ROAD I EASEMENT ---------- `� \ + 1. SITE MUST BE GRADED 90 THAT ALL RUNOFF FROM ALL iMPER%OUS AREAS
16 -, ' _ � \ ► �� 1. t � , r` - _+�, r ,� � � == � �1' , r , INV. 7.5 i I _ �`� ' _ i` � FLOWS INTO THE STORM DRAIN SYSTEM AND INTO THE STORMWATER
.- _ rfe �2� ' ' 1 _ r DETENTION POND.
14 ` ` \\` `\ � \ a 4\„ � r++' - �� \+++1+ - - ~ - - �� _ II / rr rr r / \ - _ � �\ ' +r j 2. A BLANKET EASEMENT 19 RESERVED THRU PRIVATE DRIVES TO PONDS &
•� `� `� � A 0.3' GH 1,6 'I �� ---------__�------------ ---- -- // / __�- - \ + " 15 AROUND FENCE SURROUININ G POND TO ALLOW ACCESS TO PONDS
\+ ES c. - / ./ 1� I , r - -------
a-\ r + FOR ANY INSPECTION AND/OR MAINTENANCE THAT MAY
g� 1 _ -_ 1 CKSM�E OFi 0.�. / 1� I� --- _------------- ------ \------------------- -----7 / -~ +\ \\ I r
+_ i j_-, �____ _
\ 1- _�---- TO PREVENT I/ 1�1 I / / I E i / i \ 4 ••• EAi
•
' ' � � p SOUlHSIDE OF
SWAM y � � t 1 � / i ' + i • ♦
�,+�+F..: �N--� � � , r COTTAGE COKE. .
13 �� \ �� FIST. CBI \\ _ , I EX. ?,0 GOING INTO i 1 r / I / /� M.B., PG.
\ \ I TOP .19.101 \ ,\ \ \ \ - _ _ _ _ U�ai1TY i ' I t / k I EX. 20 ` f J
t f I DRAINAGE / 'N \ ,- r w • a r =
. \ �.\ C _ i y t 1 / I i / ZCNE RS-5 �r
\ ' T'P _ 'EASEMENT •
12_� '-�_ \ 11NV 1 g01 + \.. `' ��' \ - \ ' ' t I / EX. 20' I /� / /� r
` `\` \ \ TAGE COVE 1 DRAINAGE EX. 25
1 t, r I f
UTILiT�' & ACCSSS ` t \•r \ \+ Pg . 1 \ 41 r 1 I r / I EASEMENT / / / \ 28E,,., ;
" = B. PG. F�1 ' 42 r - ' I 1 40 , EASEMENT
I DRAINAGE _ `�,� I j ' �► S. A%
1 L ` ----- '
A RIABL_,`� \`�\\ 11 . EXIST. CBS \ \ ZONE RS-5 \ , ' II I I \ ' / i EASEMENTr ` ' ` 29 r / / 1 I�
\rDTH�l3 �� I�� I \ \ / / •••..•rr• • r „ \ \ i 1 + 1 EX. 20' J 30 , r _ / / i •� 1 j ��?io••r• Cr NE •,•••,P ,:
\ r r ` \ . \ r I DRAINAGE - ♦ H i •
1 �� t \ �� T \ \ \ 1INV 15.60� 43 1 I / r 39 r " // / // y♦ M. •
-� -po. \ \. 1TOP 19.101 \ i / • y S ••
+ i I RESE VED f �'o `, I + -, `y" \ \ , IPFL- -__� \ `_ 1 , EASEMENT /, // ,� SITE GENERAL GRADING DRA'1fi��i'E
BY A�o I \\i\+ - \\\\ ` t---------� \ I s '�' "" ,-i. \\ \ ' r / // �i
�, 11 t 1 ♦ \ ,\ \ \ END OF EX15'. I \ I I / -
r :I t i ---- ---- I I ♦ \` \\\�\` '�1\\ \\ r REET & 1 \ \ ! II / / / i ' '-� / - & EROSION CONTROL PLAN
r ! + 1F.E.S. 1 V. OUT I F \ SI WALK-
�5.2Q-
V-" MARSH OAKS SECTION i
44
'tit\' II ' iY ''-�.� +�\ \+ \\'11 �`�\'3 \\ \ \\ \ \ \ _ •� .�- \ ,/ ��'' " - '' `��\ ' '
R� --\ \\ \ - - SUMERSET COVE GEORGE ��' ; 27 ' AT BRYNN MARR
' ` \ ' 31 , 1 JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLING
"o.\` t\ 1 \ \ \ 1\ `\ IPF \ C
\ -- 1 \ \\ \\\1\ \1\', "r 5 0 R�W %�� ' 38 r ` _ , f COVE , ��
�IzcD�, - XIS- nos clv \ ` \\\\ HUNTER DEVELOPMENT CORP.
~ - -- P.O. BOX 1066
r-- r I I '�1\\'\ IPF
�\ III<�� � � �00 L.F. IN. I � \ \ \\ + \\ \ \ �f- \ t
50 ' R/W JACKSONVILLE, NORTH CAROLING 28541
�+ \ �2'1 1 f [phone]
IPF
WETLAND LINE ,` + \ �RAPHIC___SCALE: 1 =40
\ � \ \\ , \\ \ 1 T
y , ,, �, , �, DATE:11 15 99
l \ \ \ \ \ \ \ \\+� \\ \ \
\ \\ � \1 � � � 0 4 0 120
SCALE: 1"=40'
REY.-o7fll;af�Krtw-.REv. vlCIN1T,r •�fLR S'1`oR A e.} +� - '-'" °G � Parker & Associates, Inc.
REV. -OS 0W-REV. PER PAI '. • - --
REv-o'►,��/oo-zL� V. PER cGl TRc is� iaMD 1rAI sid�r ; _ , �" _ `� `= :'� �'� �`�; S �`�ITG s� ry Connil#inB �i>�ra Land >3mTaTor* Lnd Planaer� 9"� �•
LAewn ;UzV1 YORs : fI_gD FwANNERS FIELD BOOK: BAY MEADOWS PG. 1-7 SHEET IG O F r P.O.ha !7"4 - 80d Ifaw SIB! Blanc!
REV.-03%`20/00-ZLF ESKiN PER NEW r f, DISK NAME: ACAD 548 _ i�I�
REV.-01/0-t/OD-ZLF-REV: ,PER -PER COJ TRC T� '\ �X 976 JACKSONVILLE NC 28541-0976 FILENAME: MRSHOKSITEAWG ZLF due, Not% Corollm - 1110d41-•0m
REV.-12/20%9-ZLF-REDESIGN PER NEW LAYOUT. JOB NO.: S990923-2688 Pbooe (910) 466-X414 - F= (910) 466-B441
REV.-11 /24/99-ZLF-REV. PER COJ COMMENTS ! REMOVE POND.
C.)
* ' q �� I ' fr I �Iw'7 1 '+�__- 1.b�^'� ;4'''!�'1 .•i ..:r'`�': ..1 ijTs" ' ��. i f 1 V �� ±t-� j''51� 11 �, T1.';
i ,11 . , �r .i ! i•', , o� , f ' 1 ' '�. li ,t1 ' 1� i i ± .• 1 _; - 5 , i 1 - t,1 1v

3
Y
0
0
0
CQ
u�
m
Q
m
0
rrn
0
MD
m
i
cn
Y
a
0
T
cn
4
E
EXISTING ROAD
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
1. Stone size — Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"), Use
crushed stone.
2. Length — As effective, but not less than 50 feet.
3. Thickness — Not less than six (6) inches.
4. Width — Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing — When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right—of—
way. When washing is required, it shall be done on on
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance — The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights —of —way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights —of —way must be removed
immediately.
aNNEL
` i1/2 D
RIP RAP 1/3 D INSTALL GEOTEXTILE
PEWTER FABRIC UNDER
SECTION VIE" RIP R A P
MEDIAN STONE DIAMETER = 6"
I. D = INSIDE DIAMETER OR WIDTH
OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
PERMANENT R1PRAP PA RON
NOT TO SCALE
TMINIMUM 2" x 2" x 48" � /q
WOODEN POSTS OR OTHER
APPROVED MATERIAL 11'
N0TE: BURLAP SHALL kcD �c
NOT BE USED.�n
WELDED WIRE MESH
' DUMPSTER
= ,x 6" CONC. CURB
! SURROUNDING
2 2' DUMPSTER PADZF
• NOTE c�
`, `. SPACING FOR WOODEN 8" THICK REINFORCED
POSTS SHALL BE: CONCRETE PAD WITH
1) 10 FEET MAXIMUM #4 BARS SPACED
WITH WIRE MESH 12" O.C. EACH WAY SLOPE
OR DUMPSTER PAD
=1, 2) 6 FEET MAXIMUM 1 /4' PER FT. MIN.
DIRECTION OF WITHOUT WIRE MESH TO ASPHALT
RUN OFF FLOW WOODEN POST
WELDED WIRE MESH a
BACKFILL ~ A
ass -
EROSION & SILTATION
CONTROL FABRIC GROUND LINE —ASPHALT —
%�% i\ '•'�•'•• �\ /�\�%i\\ 24" MIN.
12"� / �i/�,, •' �� %/ EXTRA DEPTH REQUIRED
FOR NON -STABLE SOILS DUMPSTER PAD DETAIL
NOT TO SCALE
SEC110N VIEW
TEMPORARY SILT FENCE
NOT TO SCALE
TEMPORARY TEMPORARY
4-6' TALL STEEL 1/4 INCH
POSTS 23 GAUGE
WIRE MESH ON
ALL SIDES
GROUT
ASPHALT SURFACE::::,,
N PROPOSED
SUBGRADE 12" SUBGRADE
4'x36' HEAVY DUTY TEMPORARY #57
RAME AND GRATE CIO FILTER STONE
ON ALL SIDES
PIPE DIA. + 12' MIN.
8" CONCRETE BRICK WALLS PIPE
OR PRECAST VAULT WITH
EXTENDED BASE.
k_4" MIN.
GROUT INVERT CHANNELS 1
L_ 8"
#4 REBAR AT 12" O.C. E.W,
OR MONOLITHIC PRECAST BOTTOM
NOTES:
1. BOX TO BE IN ACCORDANCE WITH NC DOT STANDARDS. BOX TO
BE ENLARGED TO ACCOMMODATE LARGER OR MULTIPLE PIPES AS REQUIRED.
2. FRAME AND GRATE TO BE DEWEY BROTHERS INC. CH-BN-2 24"x36"
OR APPROVED EQUAL.
3. ALL SEDIMENT, WET, MUCKY, OR YIELDING SOIL MATERIALS SHALL
BE REMOVED AND REPLACED WITH COMPACTED SELECT FILL
PRIOR TO PLACING BASE COURSE.
4. REMOVE TEMPORARY STAKE, WIRE MESH AND STONE
PRIOR TO INSTALLING ASPHALT.
5. WALLS SHALL BE CONSTRUCTED WITH H-20 LOADING REINFORCEMENT TO
TAPER TYPE OF BOX TO ALLOW 24"X36" FRAME AND GRATE TO FIT.
6" CONC, CURB
DUMPSTER PAD
SLOPE TO ASPHALT SLOPE TO ASPHALT
\4" CABC UNDER DUMPSTER PAD 8 #4 BARS ®12' THICK 0 12" WI
COMPACTED SUBGRADE O.C. EACH WAY
EXPANSI❑N J❑INT
SECTION A- A
NOT TO SCALE
X/'7
J❑INT
/S-7\
❑N RETE SIDE ALK
NOTE; CONC. TO BE 4' THICK W/
6' X 6' 10/10 GA. W W,M.
3000 P.S.I.
EXPANSION J❑INTS TO
BE AT 20' INTERVALS
CONSTRUCTI❑N JOINTS TO BE
AT 5' INTERVALS.
i IIIIIIIII.M.]i I I US 11:1 IGI
— ASPHALT
§%•.CABC
l=XPANSI❑N JOINT
3
36"
3000 PSI CONCRETE
2"
YARD INLET CATCH BASIN WITH
CHANNEL 41110- TEMPORARY ROCK INLET SEDIMENT TRAP 4
TOP 01
NOT TO SCALE .O
• e
18"
B o #4 BARS
#67 STONE GEOTEXTILE LINER OR SOD 10" O_C.
TO BE INSTALLED IN SWALE LAP 20D
TO TOP OF BANK CROSS SECTION
VARIES
VALLEY GUTTER
A A (NOT TO SCALE)
TOP OF
CHANNEL
1 /2 D�
1/2D
B TOM
PLAN VIEW
W = VARIES
1/2 W
SECTION A— A
W = CHECK DAM WIDTH
D= DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
CHANNEL -TOP -1 , 12"
•
-1 1/21D
FLOIN
r *TWO• �•�•.•�i i i •
4 MIN
7� 'STONE
CHANNEL 037
BOTTOM
SECTION B--B
BQTEi GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS.
TEMPORARY
FORTIFIED ROCK CHECK DAM
NOT TO SCALE
REV.
05/01 /00-KHW-REV.
PER
PAI REVIEW
REV.
04/10/00-ZLF-ADD
NOTE
TO RIP RAP DETAIL.
REV.
03/20/00-KHW-REDESIGN
PER NEW LAYOUT, COMBINE DTL. SHEETS
REV.
01/04/00-ZLF-REV,
PER
COJ TRC COMMENTS
1 1
3 OR 5 3 OR 5
SWALE DETAIL
NO SCALE
N❑TE; SIDESL❑PES SHALL BE AS SHOWN ON PLAN.
TOP OF CHANNEL
ROCK CHECK
DAM
INVERT OF
VARIES (SEE CHART) CHANNEL
FLOW FLOW
VARIES
\�\ (SEE CHART) \>/\
2
NOTES:
2. SEDIMENT TRAP TO BE INSPECTED AND MAINTAINED
AFTER EACH PERIOD OF SIGNIFICANT RAINFALL TO
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS.
NOT • SCALE
2" TYPE 1-2 BCS,
5" CABC
COMPACT"
SUBGRADE
COMBINATION CURB/SIDEWALK
NOT TO SCALE
FIELD BOOK: N/A
DISK NAME: ACAD 548A
FILENAME: MARS_DTL.DWG DAD
JOB NO.: S990923-2688
SHEET 6 OF 7
y,',•{1, 11r „ I
H ,ARO
�O.
• >� E r
•
i 4
00
'•. H y M St
GRADING, DRAINAGE, EROSION CONTRft.....
AND STORMWATER POND DETAIL SHEET
MARSH OAKS SECTION I
AT BRYNN MARR
JACKSONVILLIL TWP., ONSLOW CO., NORTH CAROLINA
OWNER: HUNTER DEVELOPMENT C ORI-).
P.O. BOX 1066
JACKSONVILLE, NORTH CAROLINA 28541
(910) 577--1 441
DA 1 L- 12/20/99
SCALE: AS SHOWN
Parker & Associates, Inc. aoa4'na Hori,,
Consulting Engineers -- Land Surveyors — Land Planners
P.O. Box 976 - 306 New Bridge Street L --
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax (910) 455•-34441
L]
rr.'1' _ .�y 1,IJ.� .. r .,.-.'. -.- r .�.f ,r'.+. _ � 1! � •� � r.�-� ,It.y, S'`' .. i

S
]C
O
O
0
cv
L0
LH
n
Cu
Ui
L
ro
i
c
3
ro
L
TOP OF POND
ALUMINUM TRASH RACK
4-3" ANGLES TO
SUPPORT TRASH RACK----
6"
15" CORRUGATED
ALUMINUM RISER PIPE
ALUMINUM BASE
SUPPORT PLATE
f
- ALUMINUM ANTI -VORTEX PLATE TO BE
PROVIDED IN TRASH RACKS
" 7.5 POND /1
TEMPORARY POOL ELEV. 8.0 POND #2
6" ALUMINUM PIPE WIELDED TO OUTLET PIPE 1 1 /2" ORIFICE POND #1
WITH HOLE DRILLED IN END PLUG. HOLE 1" ORIFICE POND #2
SHALL BE PROVIDED WITH A STAINLESS STEEL
TRASH SCREEN MATH 1/2" MESH. INVERT OF
CONNECTION TO OUTLET PIPE TO BE AT PERM. POOL ELEV.
PERMANENT POOL ELEV. 6.0 POND 01
6.0 POND #2
-POUR CONCRETE AROUND EXTENDED
BASE TO HOLD OUTLET STRUCTURE IN PLACE
AND FILL INSIDE OF RISER PIPE WITH CONCRETE
TO 5.0 ELEV.
BOTTOM OF RISER 2.0 POND #1
2.0 POND 02
5'x5' ALUMINUM
ANTI -SEEP PLATE
CORRUGATED ALUMINUM 15" POND #1
OUTLET PIPE 18- POND 02
CORRUGATED ALUMINUM TRASH CORRUGATED ALUMINUM RISER PIPE 15" POND #1
RACK WITH ALUMINUM GRATE TOP. 15" POND /2
GRATE TO HAVE 1" DIAMETER (MAX.)
OPENINGS AND TO BE WELDED TO
TRASH RACK TOP. ­­­�, 1.11
ALUMINUM ANTI -VORTEX PLATES TO
BE PROVIDED IN TRASH RACKS
6" ALUMINUM PIPE WELDED TO OUTLET PIPE 1 1/2' ORIFICE POND 01
WITH HOLE DRILLED IN END PLUG. HOLE 1" ORIFICE POND #2
SHALL BE PROVIDED WITH A STAINLESS STEEL
PILM Vw TRASH SCREEN WITH 1/2" MESH. INVERT OF
CONNECTION TO OUTLET PIPE TO BE AT PERM. POOL ELEV.
1.4
NOT i SCALE
6" THICK CONCRETE SPILL
REINFORCED WITH WWF ME
SPILLWAY SHALL BE CUT IT-W '�.w
BANK SLOPE, AND SHAPED TO FIT POND SLOPE.
TOP OF CONCRETE SLAB EVEN WITH POND BANK SLOPE.
SPILLWAY SHALL EXTEND TO BOTTOM OF FOREBAY
SECTION VIEW
CONCRETE SPILLWAY "TH RIPRAP
6" HIGH 6' WIDE
CONCRETE CURB EACH SIDE
6" DIA. RIPRAP SHALL BE
IMBEDDED 3" MINIMUM INTO
CONCRETE SPACED IN STAGGERED
ROWS AT 12" ON CENTER
12" EACH SI 2
00 0 0 0° O° o° O O° 0 0 00
0 o a o a o 0
O O O° O° O° O° O° O
O 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0
O O 0 O O O 0 0
0000000000000000000
2'
LENGTH VARIES
SHALL GO TO BOTTOM OF POND
PLAN MEW
I REV. 07/11/00-KHW-REV. OUTLET STRUCTURE PER STORMWATER
E
® I I
I I - HUNM \ ` TLANQS U AT
DEVELOPMENT • 1�
!r OLWAVIam -I I CORP. M 7M AREA -
PAD ®III I I I + •�� E. tTCA s21- O PG !
® \ • \
FF
y I y
I 11 ti .ti } III • . � _
dwj
I \ -•
1~ �
1 YMTAW 911 'J
mm AT 0111PURIM LAM
x ! VNUAr M INS AiIEA T1.31 INLET `
\ 1 \
MP As
iK
O
o -- -
l
Mai
• \ _ - y 4A
\ �� N\ y
jr now CLEARM
.4 \i ` OF >powTO POND.
FROM OOINQ
r!
Ex, a" SEµ ! \ \ �• IETAlIW1Y WALL AT
ELEV. D.0 CM POIO. IV
WE*ANDS LINE -14.0-- all
I \
o - - 611 �7
L. 1 6
r J AL. CITY OF\
�
*1 A 70 g JACKSONVILLE B 2
P EX. 20' P7;>RYEN7 wF-I m VALVE COTTAGE COVE
UTILITY YAW fw= EM7lI� VAULT PUMP STATION
EASEMENT POLO VAULT
a7 TOP 9.18
CRNO 8,25
STORMWATER DETENTION POND #1
SCALE: 1 "= 30'
NOTE:
ENTIRE FOREBAY BERM TO BE LINED
WITH WOVEN SYNTHETIC FILTER FABRIC
AND ANCHORED TO BERM THEN LINED
WITH RIP RAP. LINING TO EXTEND TO
TOP OF POND BOTTOM OF BERM ON BOTH SIDES.
? 2.0#
�k IN6V.OIN EXISTING PROFILE
_� t^ TEMPORARY POOL ELEV 7.r�
PERMANENT POOL ELEV. 6.0
BERM
BOTTOM
8' AY BOTTOM OF 4 12'
F
ERM COND 2-0
TOP OF
ZVEGETATED SHELF SHALL BE PROVIDE
AROUND ENTIRE PERIMETER OF POOL
WITH 6:1 SLOPE STARTING AT PERMANENT
POOL ELEVATION AND EXTENDING 6'
HORIZONTAL AND ONE FOOT VERTICAL
BELOW PERMANENT POINT
6.0
BERM 5.0
2:1 SLOPE
2' LONG-6" ALUMINUM PIPE
WELDED TO OUTLET PIPE WITH
1 1 /2" HOLE DRILLED IN END PLUG.
1 1 /2- HOLE SHALL BE PROVIDED WITH
A STAINLESS STEEL TRASH SCREEN
WITH 1 /2" MESH. INVERT OF
CONNECTION TO RISER SHALL BE ELEV. 6.0
--- OUTLET
STRUCTURE
(SEE DETAIL)
S' BERM BUILD BERM WITH CLAYEY MATERIAL.
TOP OF BERM 9.0 KEY CLAY BERM 2 FOOT MINIMUM
DEPTH INTO EXISTING GROUND
INV. OUT
4.5
- EXISTING GROUND
i 5'x5' ALUMINUM
ANTI -SEEP PLATE
INV. OUT 35 L,F. 15" DIA,
5.0 CORRUGATED
-SUPPORT ALUMINUM PIPE
AS NEEDED
STOR"ATER DETENTION POND 2
SCALE: 1 "= 30'
ENTIRE FOREBAY BERM TO BE LINED
WITH WOVEN SYNTHETIC FILTER FABRIC
AND ANCHORED TO BERM THEN LINED
WITH RIP RAP. LINING TO EXTEND TO
RETAINING WALL BOTTOM OF BERM ON BOTH SIDES.
START AT ELEV, 8.5
TOP AT ELEV. 14.0
� INV. IN
EXISTING GROUND 6'0
6.0 1f,p EXISTING PROFILE
sT
PERMANENT POOL ELEV. 5.0
l 8' BERM 1
BFOREBAY BOTTOM OF 4,
ERM
TOP OF
VEGETATED SHELF SHALL BE PROVIDED BERM 5.0
AROUND ENTIRE PERIMETER OF POOL 2:1 SLOPE
WITH 6:1 SLOPE STARTING AT PERMANENT 2' LONG-6" ALUMINUM PIPE ^J
POOL ELEVATION AND EXTENDING 6' WELDED TO OUTLET PIPE WITH
HORIZONTAL AND ONE FOOT VERTICAL 1" HOLE DRILLED IN END PLUG.
BELOW PERMANENT POINT 1" HOLE SHALL BE PROVIDED WITH
A STAINLESS STEEL TRASH SCREEN
WITH 1/2" MESH. INVERT OF
CONNECTION TO RISER SHALL BE ELEV. 6.0
-OUTLET
STRUCTURE
(SEE DETAIL)
BUILD BERM WITH CLAYEY MATERIAL.
8' BERM KEY CLAY BERM 2 FOOT MINIMUM
TOP OF BERM 10.0 DEPTH INTO EXISTING GROUND
INV. OUT
� 5.8
ANTIALUMINUMEEP EXISRNG SOUND
INV, OUT 90 L.F. 18" DIA.
-SUPPORT 6.0 CORRUGATED
AS NEEDED AS PIPE
NOTE: 1. EXCAVATE POND 1' DEEPER TO ACT AS TEMPORARY SEDIMENT BASIN
DURING CONSTRUCTION. UPON COMPLETION OF PROJECT, SEDIMENT NOTE: 1. EXCAVATE POND 1' DEEPER TO ACT AS TEMPORARY SEDIMENT BASIN
ACCUMULATION SHALL BE REMOVED TO INSURE THE BOTTOM OF DURING CONSTRUCTION. UPON COMPLETION OF PROJECT, SEDIMENT
POND ELEVATION IS NO HIGHER THAN SHOWN ACCUMULATION SHALL BE REMOVED TO INSURE THE BOTTOM OF
2. THE STORMWATER DETENTION POND REQUIRES INSPECTION DURING CONSTRUCTION POND ELEVATION IS NO HIGHER THAN SHOWN.
AND UPON COMPLETION REQUIRES CERT FICATDN OF CONSTRUCTION TO 2. THE STORMWATER DETENTION POND REQUIRES INSPECTION DURING CONSTRUCTION
TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND UPON COMPLETION REQUIRES CERTIFICATION OF CONSTRUCTION TO
BY A PROFESSIONAL ENGINEER. TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
3. SEE PLAN VIEW ON THIS SHEET FOR ADDIPOVAL INFORMATION. BY A PROFESSIONAL ENGINEER.
3. SEE PLAN VIEW ON THIS SHEET FOR ADDITIONAL INFORMATION.
ST019i -MR DETENTI, ON.- PQNp, i ,
CROSS-SECTION MIAMCROSS _SECTION DETAIL
NOT TO SCALE
NOT TO SCALE
♦`�� C
SSl N•.
q Avo
= Al
14575 f
STORMWATER POND DETAIL SHEET °r rNEs���: '••
ri M. �.
MARSH OAKS SECTION I
AT BRYNN MARR
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
OWNER: HUNTER DEVELOPMENT CORP.
P.O. Box 1066
JACKSONVILLE, NORTH CAROLINA 28541
[phone]
DATE: 05/01/00
SCALE: AS SHOWN
Parker & Associates, Inc.
FIELD BOOK: NA
Canoniting ors - Lind ssnewn - Land Plannerm
DISK NAME: A AD 50A ry ry P.O. Na 9" - m Ntw �*�!�
FILENAME: MARS9909 3-2688 KHW SHEET r O F ! f ,10) 466-2414 - Fu [phone]
JOB NO.: 5990923-2688
U
u.J..h ni'... 14. .., .. .! ..

14 13 12
11 10 9 8 7 6 5 4
'! '+ i �` `, sr 1'+ 'i '+ TLANDS LINE TRACT DATA
ACREAGE ........ 7. 94 AC.
STORM DRAIN DATA CHART AVERAGE iN� COMMON AREA........ s. 75 Ar..
r� 1 rr+ 100YE
� FLOODOUTLET ACREAGE OF LAND TO BE DISTURBED
! t ! PIER FLOOD STUDY AREA Q10 DIAMETER GRADE LENGTH VELOCITY DR EXPOSED....................6.7f AC.
s i t t PIPE ( ACRES) (CFS) CINCHES) (FT/FT) (LF) ( FPS) NO. OF LOTS ................... 52
A 0.53 2.9 15" RCP 0,025 117 - AVERAGE LOT SIZE .............. 5, 180. 6 S. F.
HUNTER B 0.27 1.5 15' RCP 0,024 102 - MINIMUM LOT SIZE .............. 1, 140± S. F.
DEVELOPMENT C 1.10 5.9 15' RCP 0,046 86 - PROPOSED USE..................QUADPLEXES/TOWNHOUSES
INSTALL SILT FENCE CORP. D 1.30 7.0 15' RCP 0.051 78 - OWNERSHIP STATUS .............. FEE SIMPLE
AT,,DISTURBED LIMITS D.B. 1521. PG. 689 E 1. 56 8. 4 18' RCP 0. 020 50 - L. F. OF STREETS ............... 1, 130± L. F.
INSTALL PRE-ENGINEERED i I fv� t , 2' FROM WETLANDS TCA ZONE F 1.82 9.8 18' RCP 0. 016 61 - DENSITY ....................... 6. 5 UNITS/ACRE
RETAINING WALL AT I t„ + \ IN THIS`AR£A G 0, 26 1,4 15' RCP 0, 016 94 - DEED REFERENCE ................ DEED BIOK 1521, PAGE 689
ELEV. 9.0 ON POND. TOP OF r + , '� `' H 2. 16 11.6 18' RCP 0.035 50 11.6 EXISTING ZONE - TCA
I INV. OUT S `\ I 0.37 2.0 15' RCP 0. 050 40 8.3 TAX MAP 351, PARCEL B. 17
WALL TO BE ELEV. 13.0 t / \
I 640 / \ \ � J 0.43 2.3 15' RCP 0, 055 100 _ BUILDING DATA
t \ K 0.20 1. 1 15' RCP 0.022 92 HEIGHT - 35' (2 STORY)
L 0.50 2.7 15' RCP 0.060 67 - SPRINKLED - NO
M 1.21 6.5 18' RCP 0.012 44 - BLDG, S. F. - TOWNHOUSES - 6, 144 S, F, x 4 = 24, 576 S. F,
N 0.46 2.5 15' RCP 0, 006 80 - QUADPLEXES - 3, 961 S. F. x 7 = 27, 727 S. F.
r + ` \ ' • I IN \ ❑ 1.77 9.5 15' RCP 0. 014 140
41 2 �� 18r 17r ` �� / r �•-, 6.0 r, P 2.09 11.2 18' RCP 0.036 14 - PARKING REQUIRED - 2 SPACES/UNIT
r ! \� \ ` ` Q 0.20 1. 1 15' RCP 0.013 152 PARKING PROVIDED - 2 SPACES/UNIT 104 TOTAL
r r N. �� 25' / ` \ �e r` R 0.43 2.31 15' RCP 0.005 160
2 - \ rr S 2.27 3.9 18' CAP 0. 002 90 3.0 CONSTRUCTION MATERIALS - MAS❑NITS SIDING/CONC. SLAB �, } S ` ` T 2. 91 5. 0 15' CAP 0. 017 35 7, 2 VAA = 31, 659 S. F,
r
CX r \ I SA = 86, 942 S. F. GENERAL NOTES:
\ \ \ TOTAL IMPACT AREA = 345, 866 S. F. 1. TOTAL DEVELOPMENT AREA IS WOODED.
2�� ` -FROM (L SWALE 5 E ,� �\ f �\�� T 12.! \� `, ` , Q = CIA A RCP - CORRUGATED
CONCRETE PIPE 2. ALL EASEMENTS TO BE DRAINAGE & UTILITY AT DIMENSIONS
` ` CAP -CORRUGATED ALUMINUM PIPE ISF = 0.25 (LOW INTENSITY)
BA UP Tb,IM TUR �` `. `� ENV. .5 �`� R ��� `\ \ �♦ ! c = 0. 75 REQUIRED LANDSCAPING - 3, 799 S. F. (TOTAL) 1, 900 S. F. ( INTERIOR) SHOWN, UNLESS OTHERWISE NOTED.
24, �� `,�, `� `� `® \ 4 r `� r tc= 5 r►1n.� PIPE LENGTHS IN CHART ARE FROM NO. TREES = 5 TREES 3. THIS PROJECT IS NOT WITHIN ANY AREAS OF ENVIRONMENTAL
GRADE` SAT S. SLOPE. . \ \ ' 1 7, 17 I n/hr CB TO CB. ACTUAL LENGTHS WILL CONCERN.
•CI IEATE br5' HIGH�KRM �� '- \_ +� RA ` NO. SHRUBS = 16 SHRUBS
2 5' INSIDE CLEARING \ ♦\ � \` \`\ CY ST '\� rr ' C t= 0. 6 BE LESS. PROVIDED LANDSCAPING - 12,583 S. F. (TOTAL) 2, 524 S. F. ( INTERIOR) 4. TOPOGRAPHIC CONTOURS TAKEN FROM MAP PROVIDED BY THE OWNER
LIMITS T61, PREVENT `� �,' � �� `� `� `� �.z'S y4 OU T P1PE i t+ r tc= 1 hr. NO. TREES - 11 (8 UNDERSTORY) & NOT FROM SURVEY BY PARKER & ASSOCIATES, INC.
26 �iU[NOFF ON,WESTSWE �� � `♦ `�` •� �� \.� ~ \ \� '+ ��\ i 110= 2. 88 1 n/hr (pipes S & T only) NO, SHRUBS - 83 SHRUBS 5. WETLANDS LINE TAKEN FROM A MAP ENTITLED 'WETLANDS SURVEY
OF 'SWALE FROM GOI `� ♦ 1♦ `� - \ C.B.\ INV.tOUT , ' ; FOR JOHN EAGAN" PREPARED BY LANIER SURVEY COMPANY
TO POTHZ, " ` `♦ ` �T� �2 O r 5'8 � + �� ' DATED SEPT. 11. 1997 AND SIGNED BY THE CORPS OF ENGINEERS ON
27� `.Y O - CREATE 1 HIGH BERM r
INV. 8. \\ +,, C. r DEC. 12, 1997.
_ - 6N BACKSIDE & 10 FROM
�` C. `, t i TOP 1�.0 SWALE THEN SLOPE TO LEGEND s- FOR ADDITIONAL DETAILS, SEE PLAN AND PROFILES.
EROSION AND SEDIMENI6TION CONTROL NOTES&
` `.` ` `-• \ 3� \�r N\ UMPSTERV, r� ` \,` rr �� r INV. 9.0 NATURAL GRADE AT 4:1 rf -- LOT NUMBER 1. CONSTRUCTION SEQUENCE;
29 \ �,\ -• • .. ` �� �$?� SLOPE , r 4OA A. NOTIFY CITY OF JACKSONVILLE PUBLIC WORKS DEPARTMENT ENGINEER
INSTALL SILT FENCE I M.B.L. -MINIMUM BUILDING LINE AND OWNER PRIOR TO BEGINNING CONSTRUCTION.
, �� �� `� F `� •,� \\ 5.5 `� \ ♦� �� AT DISTURBED LIMITS // t E.M.H. _ EXISTING MANHOLE B. INSTALL STABILIZED CONSTRUCTION ENTRANCE PRIM TO BEGINNING
O _ X , r / M. MANHOLE CONSTRUCTION.
`� � �,• � , 2 FROM WETLANDS t
30 \`� �: ` 3 ` Y • , ; G.V. -GATE VALVE
� \ �� ` p � ` ` � 2 � , IN THIS AREA INSTALL PRE-ENGINEERED C. INSTALL SILT FENCE AT CLEARING LIMITS PRIOR TO BEGINNING
~~� �` �` 4A `�\ • 1TAINING WALL WITH HANDRAILS \ F.H. -FIRE HYDRANT CONSTRUCTION.
L.F. - LINEAR FEET
?: TAPER RETAINING FROM WETLANDS. TOP OF WALLD. CLEAR & GRUB ENTIRE AREA WITHIN CLEARING LIMITS AS SHORAN.
� � � \ _ � C.B. -CATCH BASIN
r . TO BE OELEV. 13.0 \ HAUL OFF ALL CLEARED DEBRIS. NO BURNING ALLOWED.
31 \ ,` ` `� � 5 C ST ` •y � ` � � � �. `� ` `♦ � ` ` WALL DOWN TO ' P.B. -POWER BOX
_ S.T. - 10'x70 SIGHT TRIANGLE E. CONSTRUCT STORMWATER DETENTION POND. EXCAVATE POND 1
_ n _ _ , \ ELEV. 6.0 \ DEEPER TO ALLOW FOR SEDIMENT ACCUMULATION.
� _ ____ V.G. -VALLEY GUTTER F. STRIP TOPSOIL AND STOCKPILE FOR LATER USE.
.OX ``` �` *�` ° _-_ 15.5 '. '�. �C �' �`` ��` \`` \\ �` ♦r 1 �` -- TAPER RETAINING EX. S.S. _ EXISTING SEWER SERVICE
t \ I I 2 5 + 1 - 1 r . `• n �♦ ` ` TOP OF WALL HERE TO WALL DOWN TO EX. SFM EXISTING SEWAGE FORCE MAIN G. ROUGH GRADE SITE.
_ C.B. \\` ELEV. 6.0 + T - FLOW ARROW H. INSTALL SEWER MAINS.
- \ .... . _�- , r r TO BE ELEV. 15.0 CREATE 1 HIGH BERM
`zF *- �" ` ` \` ` ` ` r 40. x -PROPOSED ELEVATION I. INSTALL STORM DRAIN PIPE,CATCH BASINS &DRAINAGE SWALES.
t r 1 'f0� a� 0 ' 1 4D I. \ , r r , ----- -__-� , ON BACKSIDE & 10' FROM
HUN R ! -- Wi- NV 14.0 -� � �- �\ \ \ \r T ___ r 4D x - PROPOSED TOP OF CURB IMMEDIATELY CONSTRUCT SEDIMENT TRAPS & ROCK CHECK DAMS
t b - \ N. \ r - _ C SWALE THEN SLOPE TO
DEVELOP ENT s t j F _ t-;� 18.4- r7�4 __- ♦ `\ ` -- -- - ` 40.0 -PROPOSED TOP OF ASPHALT WHERE SHOWN. WITHIN 15 DAYS, TEMPORARY SEED SWALES IF NOT
CORP. _j 1 - � - ' ` r \ \ l - ���SF ` NATURAL GRADE AT 4:1
Q , \ r } , IN FINAL CONDITION OR PERMANENT SEED IF IN FINAL CONDITION.
D.B. 1521. P 689 r _ __ T. 4E + \t \ 1 t ~-4_- _ ___i� -� `� SLOPE 34.4x -EXISTING SPOT ELEVATION J. WITHIN 15 DAYS UPON COMPLETION OF LOT GRADING, INSTALL
ZONE RS- tr !, `. >+ '.� 2 - �: _=��i i +r , r 44' _ = Y �`,` ���-"'--'- - DITCH TEMPORARY OR PERMANENT SEEDING TO AREAS THAT ARE NOT TO BE
r ` O 3 - EXISTING CONTOUR DISTURBED AGAIN DURING STREET CONSTRUCTION.
�� j 20.0 `!~ t 1 + ` C• A RCD - PROPOSED ROCK CHECK DAM K. INSTALL WATER MAINS.
l \ 25' '' ` �� "2C cv.- r 21.fi ` �� ss : \ \t tiyq 1 ,5 R T.OP 1.D '--_--=-__- �- - _ , - `� 10 CY ST - PROPOSED 10 CUBIC YARD SEDIMENT TRAP L. FINE GRADE DRIVES. PLACE CABC OVER COMPACTED SUBGRADE.
_ cv cv 1 19.9 X p IN0�.9 0 r----_ �. 1 INSTALL ASPHALT SURFACE COURSE.
_-~ - 12.0 \ ` RRA - RIP RAP APRON
i ` 17 + 1 I /i 0 0 t p __ r , TOP 11.5 M. SEED. FERTILIZE, AND MULCH ALL DISTURBED AREAS WITHIN 15 DAYS
, t ICE' r 5�----_ - , \ - - P POLE �
� y28 1 - -___�` tik /... . ` \ r rt p0 `O 4.. 1" t r r _ `` 11 ` IN 8. • PP OWFR POLE COMPLETING ANY PHASE OF THE GRADING WORK. APPLY TEMPORARY
_r - n `D ` r 0 t , �\ I -_-9- 1 -_ - -ohp-­ OVERHEAD POWER LINE SEEDING IF AREA IS TO BE DISTURBED AGAIN AND PERMANENT
20 '4': �IMOST.S. - STOP SIGN IF AREAS HAVE BEEN FINAL GRADED AND ACCEPTED BY ENGINEER
` 4 • �\ \ AND OWNER.
� � ` •. 9 ' :r `I' � � 0 S.S. -STREET SIGN
' ` I .� 22.p X 24.9 �/, `K'� C.B.r� rrr t 2l' + �! ' r '�/ \% s r \ CL -CLEARING LIMITS 2. SEEDING SPECIFICATIONS:
4 t: t r .a , [� \ , ,
' 40 r " I r` j r �� r �' `, APPLY LIME AND FERTILIZER AND WORK INTO SEED BED. SEED MIXTURE
1 C.B. x �dP 7.`?' , TOP 19.5 r+ 1 ,� + r P �\ , r �' �, \ UTLE PIPE y SF - SILT FENCE SHALL BE DISTRIBUTED UNIFORMLY AND COVERED WITH A CLEAN STRAW
I OP 21.5 x 2 . _ Q /� V. 16 r•• r t r F - - \ `.
I 5 �- / 9 - + \ I �� • ` ~ t ' \; - TRAFFIC FLOW ARROW MULCH. MULCH SHALL BE CRIMPED OR TACKED TO HELP HOLD IN PLACE.
?s ' _P • t \+ \ ► ; �' ` C.® r I - 4 - '� i i ^ INV. OUIT ,!I X■ MATERIAL AND APPLICATION RATES FOLLOW -
- -1 GRADE THIS EA r - LJ
- ,' 1 t t t cs, t 0�,10,0 r r t f ,-.. I - CATCH BASIN w OCK SEDIMENT MATERIAL APPLICATION RATE
',2 I ! [ I n TO FLOW T, C. r 21.5 r • t t N, / �� 4 TRAP (SEE DETAIL) LIME 1000 LBS./AC
INSTALL SIT FENCE FERTILIZER (10-10-10) t300 LBS./AC
I t y cr y ,` 1.3.0 �al..� , �• a, .,� , MULCH 1.5 TONS/AC
I �.39 I t r 1 r _ , AT DISTUR ED LIMITS
F / 07 TOP`520. �� • r y t t i�` tt _� \ \ RRA / 2' FROM 'WETLANDS PERMANENT SEEDING
. `� ♦ � ,' o' � \ /
-- n ! i 2.0 �: \ t t : INV.17 0 . ♦ / , r ` / IN THIS AREA REBEL FESCUE 100 LBS./AC
.\\ 12.
¢_
COMMON BERMUDA
LX HULLED APRIL 1-SEPT. 1} 50 LBS./AC
! I s� i .: 1 `0 20.0 t 5 rf / \ ' C.S. r ` r �UNHULLED SEPT. 1 - APRIL 1) 75 LBS./AC
RYE GRAIN (SEPT.1 - APRIL 1 ONLY} 50 LBS. AC
! I X h �i:::: 11 10 1 x r 1 9 i r 0 r ° ��`/ ' 12. t TOP 12.0 �, \ r \ E /
I ,
1 1 � - 1 r ' � � '� �\ N. GERMAN MILLET APRIL 1-SEPT 1 ONLY) 1, 11P v•1 !• 14 � r ` , � INV. 8.0 � � r , , I ( Y) 50 LBS. AC
TEMPORARY SEEDING
} , r DEC. 1 - APRIL 15
�� .,�� ; II � I r t::::: it r r F F.11 �� rf/ 23• IVA�+'IORI r 19.Q C' 16' _ rr L.. r Jr/ � 12.5 TOP 11.5 r \` \r r\\ ` ' /
14 ' © \ \ ` KOBA LESPEDEZA 50 LBS./AC
+/ 12. V. 7.0 , \ . ,
r rr I r INV. OUT \ \ /
.__�•, ,,��t t!; t r 2 r� ff- , r , / / r , RYE GRAIN 100 LBS. AC
� , , � Al.23. ..r-' , r / , • `� `\ APRIL 15 -AUG. 15
/ r 1 .6 QU PADS 6.0
` r GERMAN MILLET 40 LBS. AC
r t : t ;.. .:, 25. t 1r AUG. 15 -DEC. 15
� \ 2s _�� } � 'rt I t /
r I 6 2 / t \ \ \ \�� WETLANDS LINE
A '� _ 1 i 18 / 1 .$ t r `�
27_ !+ tj I! it ?; _ 2�9 SWp,� ''fix--�� 24• ' 2 1 /. 1 8 /� r/ i, 14 r 11.5 �o_\ . - RYE GRAIN 10O LBS./AC
t r ! -' , ..•: 100 YEAR FLOOD 3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION
EXISTING DESIGN - .�1_ y .I ; t - ; r ` .y Hp4 �, 23 , , •, X Np - ��- �� \�, _ PER FLOOD STUDY ♦�__---'� CONTROL MEASURES AND SHALL AMEND MEASURES AS REQUIRED
BAY MEADOWS �yt , ; t .... __ `L5' PSp / . /' / t ' r I 5 --� `
SUBDIVISION ` fi y .5 24 _ cj0 �� 8 1 S. ' '. �, 24 7.5 / t6.0 t t 13 1�- WA �� t �`� '2 TO PREVENT ACCELERATED EROSION FROM TAKING PLACE ON THIS
... -
+_ + - /i y + 5 X a ;EX IT F -_� - _,_ SITE. UNTIL SITE IS RESTABWZED AND ACCEPTED BY CITY OF
4 2 .6 / ` , f' F.Ft ELE� I /i E 5.3 j F �4 L� tt t BPI
' _ _
I yKS ILA JACKSONVILLE, ENGINEER AND OWNER.
r, ; y it -,1, 2 1 ! I 1 $8 y _ X C �AGF' -
STABILIZED 6 t � r r 1 � O 4: 4. � . 4. UPON RESTABILIZATION OF ALL DISTURBED AREAS AND SWALES
CONSTRUCTION: f t t �%`' t t 26.0 �, t . t , t r I i , / I/ , t t 8G t + 13• �" e
ENTRANCE i .; t r + 42 5• • 2� X tt �X t F,t ELEV. '1►i N tt a ' D r I 9Q I 98 t g+� 1�' rPU rIPTATI ` _ '�- _ '- - .. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL
r 5 r :..t +' + `L5' 2' t t . tCOO
t o t Q r r I I/ I I ,/ I ► t P 4N 9.18�' _ FACILITIES AND GRADE, GRASS &MULCH THE AREAS.
�j 1 t r I ! 1 t . GiD 825 �5. ONCE CONTRACTOR HAS COMPLETED JOB AND SITE IS RESTABILIZED THE
25 G + 1. + t y ip l l/ t 1 r',11 ,Y t r ; . t ' • ' _ `7__ -__ - - _-� DEVELOPER SHALL BE RESPONSIBLE TO MAINTAIN THE RESTABILIZED
t 1 1 `� 1 1t /t� l / t � .:�. fr ..6r• r/ �� �F -� � � `� �__ y �` 1
V.G. t t t /. • _ _"' L VALE _ :� M1 AREAS UNTIL TIME WHEN THE LOTS ARE SOLD TO INDIVIDUAL LOT OWNERS.
}}r 10• r , r15.0 - "a; __
24. � �;.. 1 r fi• � �� 1 11A tt 1 t � :.. t , .� r r N ; X r .�,%�� x�� f � � � '- ��� VAULT � ----- --�---.-- -�� `� -, -- �♦ fi. FOR ADDITIONAL INFORMATION, SEE PLAN AND PROFILES.
EXIST. CFSIGN t 3 ++ r 2 E1. g 1 t 25'fi3O 8.47--8_____ .---- ' _ i_ _ , 7. FOR EROSION CONTROL DETAILS, SEE SHEET 6 OF 7.
¢' CONC. t'i 0 1
� >t t+ + r 2q•.2 F• 10.1 � � o I rl��-.�... r �... ' ' 11.5 , 1.0 f... '� �, ��
SIDEWALK -�''4 y r + 2rs- 1 , _ :..: r ! ... ,..._...r 5:1 SWALE TO
- -- - - E� CONC.
it�t r r 1 , ... r o------------- CHUTEPRE T
22 - ..1 .�..- r . 10 IN o - ( } SITE TER FROM \ `♦ ,
- 2 - � / r / 1 ENTERI POND.
?8 � 2 //-�� p N �.. _.- / ! EX 4' SF I oh w
V''r`y '\d'1++++_20 �..� _ of`- ---r- r-----------}--------------------- - - - -_ EX. 20'_ ` `r �� T I
7 -s.. C.B. -__-� UTILITY
1 [� ��� t:�_ \ t + ` _- 1'OP 238 , _ o _ / V. I 19'5 r r I y _ EASEMENT _ _._ `r STORMWATER NOTE:
` +' ' r \ ' a INV. 20.K3 ~�`� J� r / r f ' I TOP 10.5 I I ----- - I J 1. SITE MUST BE GRADED SO THAT ALL RUNOFF FROM ALL IMPERVIOUS AREAS
16 _` .' t;; } e \ , t:: ::: ._- Y- Y , ERT ROAD
♦ 2• I...-~~-Y---Y-- i I INV. 7.5 I I r f 1 FLOWS INTO THE STORM DRAIN SYSTEM AND INTO THE STORMWATER
15 \ ♦ �� t�� \ ��__ rtl �.t` - - Y9 11 t' r ,--^- -~� - J DETENTION J r r NTION POND.
------ ~~� /' i '� /� I/ % i - - - / r _--Y- J +\ ! 2. A BLANKET EASEMENT 15 RESERVED THRU PRIVATE DRIVES TO PONDS &
\�D,�CREA 0.5'• IGH�5T
1,6 'i __------_--- -_-- //-__L---- \ r r15' AROUND FENCE SURROUNDING POND TO ALLOW ACCESS TO PONDS
------------
�Z + / - ON CKSIffE OFi 0EPi / t ---- ------ I --- FOR ANY INSPECTION AND/OR MAINTENANCE THAT MAY BE REQUIRED.
\ , t;> t, ,\ ; - - S E TO PREVENT'RU i; >� i / I I �------- ----- - __�
r.
` , ` • \ t� -_ ;! t i - o�P ,-' sou OF SWAM y' t , I t --�---------------- -- I t
�♦ , `\ �_-___-1 � � 1, - 0l a - �- 1 Y , ; / I I I / / / r I 1 p``` `'�• Gig -hm1 r tA
!� I k�!. \ r EX. 2I3 t i ! 1 / / COTTAGE C01iE \ \ r �j
\ ST. CB -� \FROM GOING INTO POND t / ! / M.B. 27 PG. 6�r ��!1_
I TOFy',19.1 Q I 1. r , -� " t -� U�IL(TY I 1 EX. 20' f
12-__ 4 / i I I / i ZONE RS-5
\ ` INV 1�s Q. \ _ i / I / ,
`-. is C'J , - i r
\ � '. � � + 'EASEMENT 1 � - , I 1 EX. 20' I I I � DRAINAGE � / � ,
r .\I\ �; \ , r \ t:: ��- \ �' TAGE COVE r i / I / / / r �` J
UTIL)T`Y & ACC-ESS � � t , , \1 0 , � � t � EX. 25'
\ ` r I fi` \ = ,r ,, ;:: ' ` I 41 , ! �40 r DRAINAGE
I - 28
1 ` rr tr SEMEN_I; \-+ S `� 1' \ ` t / / i I DRAINAGE
B. 27, PG. 61 42 r EASEMENT / / ?
r , -----7 1 29 , I J �..d._
\ \r AT RIABL�,\ `-`.t '; \ ZONE RS-5 ! 1 ! I EASEMENT ' ^ r i /
r + �r.'.:,il�� \ pR EXIST. CB \ ` I 4 EX. 20' / -J I r ♦ ..-.- -- -
\ WIDTH "s Imo`Ir ! t 30 r I
``� v� i TOP 19.10' \ r I I.
I t DRAINAGE
RESE VED `, I \ r e;:v� , �S\\ r �IvV.-15_S0� 43 r , 1 1 1 EASEMENT / 39 r ' fi \ ��\\ / i
\ IPF \ / ,
r; J BY 7 \ ,; I ,y ,,,` \ �___---___� , SITE, GENERAL, GRADING, DRAINAGE
li i OWN R i �� ; . ,�' r, \ LND OF EXIST. \
't !,�,`,,, I REET & I _ / & EROSION CONTROL PLAN
I
s !F.E.S. I V. OU! ! PF r \\ r SI '+�J.ALK
1r 1 ,r I E I55.20- ---- I ! �'I �, \ \1 �` �� 1r 1\ \ \ 1 j� �- / ��' I ��\ \ ��\ - ` / / / ,
- ! , \���� ,\`,r \ �� _ - - �/ R MARSH OAKS SECTION I
r , I --rr x r 1 \ , r , \ r 44 , �- - �. \ ',, ;, C St.
I--� I ,, r\, , -_- - - ` AT BRYNN MARR
�r , , ���� � I RRA --1 \ , , \ \\ \ r \ - � \ / ��' i i �,,- I �\ \ / \ i r
=', ; I! \ SUMERSET COVE \ GEORGE �. 0�
Ir
31 r 1 BY:
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
50' R/W r 38 r I �- _ , COVE ,
, IPF _ OWNER:
ST D ', - ` '�,�;" ";; bIPF I r HUNTER DEVELOPMENT CORP.
IN_j 00 L, F,
5:1 swAL DN R� ! �, , „ „, , n \ � � � � � � P.O. BOX 1066
R/W
JACKSONVILLE, NORTH CAROLINA 28541
[phone]
IPF
WETLANDS LINE `\` `� \�.. , ,\A `� � \, �rr \ri, ', a_ `,r r ��. \
/ DATE: 11/ 15/99 GRAPHIC SCALE: 1 "=40'
� t ♦♦ �\ ♦ , , ', `�` � \ '�\ 1 r\tom � 111 \ `T \ 0 40 80 120
SCALE:59
1 =409 FEET
Parker & Associates, Inc.
REV.-05/01 /00-kMW-REV. PER PAI RtIE
` Consulting Engineers - Land Surveyors - Land Planners
REV.-O�/03/00-ZLF'1REV PER COJ 1RC EMIT, AID P� I DESIGN FIELD BOOK: BAY MEADOWS PG. 1-7 REV.-03/20/00-ZLF-REDESIGN PER NEW LAY T. . , , ', DISK NAME: ACAD 548
F-SHEET _2 OF r ry
P.O. Box 976 - 306 New Bridge Street
REV.-01/0�/IDID REV: ,PER COJ TRC COK�M T� FILENAME: MRSHOKSITE.DWG ZLF Jacksonville, North Carolina - 28541-0978
REV-11/24/99-�-REV. COJ COMMENTSSIGN PER NEW UT. & REMOVE POND. JOB NO.: S99O923-2ti88 Phone [phone] - Fax [phone]
VD
---• - . •�, .x ..-.� �-..._-,- -, .-» -_ ...-. y. �s r, -. '. ��--�T. r...-r -mot-- � -- --