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INV. 'EL. 15;00
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0 _ `
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3 T ,
,
y� w
326 C
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RCP
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PROPOSED DOUBLE
p•• 4
CURB. INLET 3
y. O `
Ss
20.38
R� SE'$' 1
INE
{' t ' \� ii >. F V i 4r�
PROPOSED SWAL �4 INS. EL. 1 .i2 `'
} ; ,, `.q f CURB L�T2
x''. INV. EL. 15.50
oELI r taR. ✓ tir ✓'
j. RIP
� y'^� OUT'
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ER
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f oY .PROPOSED 285 LF q.i :�� M= - y !
V SWALE @ 1.00% � Y �
tit g- r
k '`� .��k i'" •may..•-"\ � � �` �' A's �"
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t
STOR WATER NOTES:
1. STORIATER PERMIT NUMBERS:.
NCDENR: S 896081.8*- MODIFICATION.
2. ALLOWABLE IMPERVIOUS-. SURFACE ON -SITE:
11, PS AC -- 515, 31.5 SF
�� c �g a �' 3. EXISTING IMPERVIOUS SURFACE ON —SITE:
�o tF 5.1 AC = 2 4 8,
939 S`
. d 4
North CIIto1l 4-. PROPOSED ADDITIONAL IMPERVIOUS ON —SITE.
&� _
_$ THIS. PROJECT 3,34 AC, 145,433 SF.
SITE DATA TABLE. FOR ADDITIONAL PARKING
EX, PARKING SPACES
270.
PROPOSED -ADDITIONAL. SPACES
372
PROPOSED '. DISTURBED AREA
4.36 AC
PEE�iYA(jR A
TOTAL, PROPERTY
1 6,5. AG
EX, BUILDING ARE •
W 140�1 SF
OUTSIDE .ENTERTAINMENT -AREA
4.1 AC
FIRE OCCUPANCY RATING
.'800
INTERIOR LANDSCAPING PROVIDED
24,824. SF
r` r,
e:APPROVED
4IRONMENTAL
1Y / !MANAGEMENT COMMISSION
% .- �✓ WI
9ON OF WATER QTY
_
ALI
k4 cii r / A
,w{�
'1--
9.05 AC -- 394,312 SF1 `4
fS
..s�J TES: ` }pry- SCALE
C t
1. NO WETLAND EXIST ON THE SITE. yet y�44 ✓�aJ
2, OFFSITE DRAINAGE PROD 'ACROSS OLEANDER DRIVE IS 3�. '°:5 =� r f`� � v } 1 0
S i �f r Az V i V
ROUTED THROUGH PROPOSED. DETENTION. POND.. � ,. 4 • ,` �� �-�
3. THIS SITE PLAN. IS FOR CONS'TRucTION OF ADDITIONAL PARKING ALONG
ENGLE OOD ROAD, ALL OTHER INFORMATION SHOWN IS -.EXISTING CONDITION,
.y
4EXISTIKWG WOODED AREA QUALIFIES AS TYPE "P" PDFI=EIS NAIKIIKAI IM OF 20 a i 4 , �' ��� 1=50'
. �
FOOT BUFFER SHALL BE PRESERVED AND AUGMENTED 'WHEN NECESSARY
TO MEET CITY STANDARDS. CONTACT CITY BONING INSPECTOR AT ,, f
341 ' 4697 PRIOR T LANDSCAPING ` O VERIFY AUGMENT ,TION OF BUFFER f�
-AREAS. ,
t f.�
.. `l,r _
,,
•
C Aft.
PROJECT MANAGEt DRAWING . SCALE RELEASED ' FOR DATE
K�V 9 MARKET.. STREET
I(Lt1NG1'ON NC 284{}I ~= `
DRAW BY PROJECT . MATE APPROVALS
vw. .!(81 D} 7fi2�.42Q4 `~ S E AL
Mc 5/05/08
BIDDING
APPROVED BY PROJECT NUMBER . - • ` ' '"`
Lil "N' Ki { 4
Ki.\! $Q 7i.oi3, Office Ldc6tions".
CONSTRUCTION
� � . • � ,
E FILE NAME PLOT .DATE community tnfrastructur�e Consi #�I' chts Nora Carolina Ge€�rgia �°° �
Souifi Carolina Florida
��, g • "-'�`
RECORD :DWG. 'f
. �
FOOT BUFFER SHALL BE PRESERVED AND AUGMENTED 'WHEN NECESSARY
TO MEET CITY STANDARDS. CONTACT CITY BONING INSPECTOR AT ,, f
341 ' 4697 PRIOR T LANDSCAPING ` O VERIFY AUGMENT ,TION OF BUFFER f�
-AREAS. ,
t f.�
.. `l,r _
,,
•
C Aft.
PROJECT MANAGEt DRAWING . SCALE RELEASED ' FOR DATE
K�V 9 MARKET.. STREET
I(Lt1NG1'ON NC 284{}I ~= `
DRAW BY PROJECT . MATE APPROVALS
vw. .!(81 D} 7fi2�.42Q4 `~ S E AL
Mc 5/05/08
BIDDING
APPROVED BY PROJECT NUMBER . - • ` ' '"`
Lil "N' Ki { 4
Ki.\! $Q 7i.oi3, Office Ldc6tions".
CONSTRUCTION
� � . • � ,
E FILE NAME PLOT .DATE community tnfrastructur�e Consi #�I' chts Nora Carolina Ge€�rgia �°° �
Souifi Carolina Florida
��, g • "-'�`
RECORD :DWG. 'f

REV. J1 DENR Comments 9/07/12
REVISIONS
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72-0
N
DESIGNED
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DRAWN
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CHECKED
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PROJ, ENGR.
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00' COMMISSION
NAGEM NT
ATER Q 1ALITY
DIVISION FW
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CITY OF
UOLINA NORTH C
Development Services 9 Engineering Division
P.O. Box 1810 - 305 Chestnut Street Wilmington, NC 28401 - [phone]
(T)ATE
JUL Y 20!1 2012
PROJECT %`- IMBER
4DC200
DWG P T'1F NAME
N: FILES\STORM SEWER-BRr--N[)A DR -
DRIVE DRAINAGE BASINSWG�,D
BRENDA DRIVE DRAINAGE
DRAINAGE AREA MAP
FOR REVIEW ONLY
SCALE
I 11= 100'
(22tv X 34f)
SHEET
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ff
2 00112
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VERTICAL: 1 "=2'
Station
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92
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1
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Up
DN
=5.50'
=5.40,
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REV. #1
NCDENR COMMENTS
09-07-12
REVISIONS
�ILc��
!
OIL
In
(�jQ0
'K-
'J
Q()
7-1
DESIGNED
PB
DRAWN
JSR
CHECKED
CHF
PROD. ENGR.
P8
CITY OF
FORTH CA OLINA
Public Services • Engineering Division
P.O. Box 1810 - 414 Chestnut Street - Wilminzton, NC 28401 - f910) 341-7807
A
ICI
SECTION A —A
I
iP
���� O LO _ Ln tS7
O I�
TWIN 18 - p�
INV=16.81 '
fig,, GQ INV=16.713'
�OQ \g
00 CO ( O0. p� O U» Uf -)
FILL & ABANDON OR REMOVE � 00)
EX 24"� CM pCITLET STRUCTU I1-J.
2X 18" CPP & 24" CMP P (to be ugndoned)
°F
EIP X = _ _ ------
IX
I I d
Ai-
r
July 25, 2012
PRC ECT NUMBER
4DC200
N \P FILES\
S RM ER-BRENDA DRIVE-2008
DWG.S E ,DA DRIVE NEW DATA.dwg
NJ
J y
NEW OUTL� RUCTtJRE
TOP = 1
SEE DET Iy
..•.rl!•0113,911 SF ■•����
• �, 25.0
� ,
EX
18"0 R.C.P.
o(to be abandoned
v2 �
LOT 7 ENGLEWOOD
Map Book 8 Page 17
PARCEL ID & ADDRESS
R06209-003-060-000
324 BRENDA DR
WILMINGTON, NC 28409
OWNED BY:
MICHAEL R LAVEINE
& JANET LAVEINE
324 BRENDA DR
WILMINGTON, NC 28409
21.5 J CLn_LrO���/
AGE EA�PMENT J
�- _
3. X
24. 5— X X
El
LOT 37 E N (
X \ p Book 8
ARCEL ID &
R06209-003-
2 326 BREN
WILMINGTON,
\ OWNED
ff ` C CONFERENC
II I 4)C, QQF-Nl
BRENDA DRIVE DRAINAGE IMPROVEMENTS
PLAN AND PROFILE
SCALE
1 "=20'
SHEET
7 of 8
Eg<F
P
I , 2 112 °

A
5/8"
PLAN 7/ 8"
NOTE:
RING & COVER CONTACT SURFACES SHALL
BE MACHINED TO INSURE EVEN BEARING
OF COVER AND RING
?'
MARKED:
SANITARY SEWER OR
STORM DRAIN AS REQUIRED
--TOP Or COVER
BOTTOM OF COVER
MINIMUM WEIGHTS:
RING 261 LBS.
120 LBS.
SECTION "A -A"
MANHOLE FRAME AND COVER
NTS
20'
(TYP)
DIMENSIONS OF SLAB
PIPE
WIDTHS
D
X
Y
A
B
12
N/A
N/A
N/A
N/A
15
N/A
N/A
N/A
N/A
18
N/A
N/A
N/A
N/A
24
N/A
18"
52"
50"
30
13"
25"
57"
55"
36
20"
32"
64"
64"
42
27"
39"
71"
71"
48
34"
46"
78"
78"
A
B
C
D
E
F
FRAME HEIGHT
4"
G _
GRATE SIZE
GRATE THK.
CLEAR OPENING
FRAME OPENING
FLANGE WIDTH
SLOT SIZE
23-3/4" x 35-3/4"
1-1/2"
22" x 34"
24" x 36'
29 -1 /2 x 41-1 /2"
1-1/4" x 6-9/16"
JL
FOR PIPES
c €0 X -X
DROP I'LET
NTS
MATCH EXISTING ASPHALT OR 2" MIN
SUPERPAVE S-9.5A OR B IN LIFTS
CLEAN SQUARE
A-] EXISTING PAVEMENT CUT W /
SECTION A -A
APRON PARKING LOT
ICI l 1=11 I-III-11 8" ABC BASE
STREET 4 . ; =I I=IT I-1 i _
=1 I 1=1 i ITI I I
=1 I I=111=T1i-1 6" 3000 PSI CONCRETE
Ii► l=I II II I
pm__
=I
_,�= \\\/\\12 B B AS
6AGGREGAT BASE COURSE Xi\,/'// i
1 L
CUTBACK
95% COMPACTE_D SUB -GRADE I
MODIFIED PROCTOR CUTBACK/\\\\/\\/\\/\\/i\/i,�/i.�/i\�/i\\/%\//\\//\\//\\/
( ) / / / / BAC K FI LL///\//\//\//
DRIVEWAY /i\\/i\\/i\\/i\\/i\�, \�, �,, \�, \,i\\/i\\/\\i\\ SLOPE WALLS TO
ANGLE OF REPOSE
NTS
OR
APPROVED BY ENGINEER ,
MANHOLE COVER (SD 14-01)
OLE STEPS
SPECIFIED
CAST MANHOLE SECTION,
T.M. C 478
DNOLITHIC CONCRETE BASE.
)00 PSI CONCRETE
3" MIN.
MIN.
MANHOLE
NTS
REV. J1 NCDENR COMMENTS 09-07-12
REVISIONS
EMBEDMENT
PIPE
PIPE BEDDING
NOTES:
1. BACKFILL SHALL BE SUITABLE MATERIAL � �. FREE FROM HEAVY CLAY,
GUMBOS, DEBRIS, ORGANICS AND LITTLE TO NO = XC=ESS' VE- MOISTURE.
B" CITY TO ACHIEVE
2. SELECT BACKFILL MAY BE SUBSTITUTED OR �.R _QU A� �RE D _ -
COMPACTION, (I.E. #57, ABC, CRUSHED LIMESTONE, CLEAN SF�ND, FLOWABLE
FILL, ETC).
3. BACKFILL AND BASE MATERIALS SHALL BE COMPACTED 12" MINIMUM LIFTS
4. SOIL SHALL BE COMPACTED BY A MECHANIZED TAMPER (LE JUMPING
JACK), HOWEVER, VIBRATORY ROLLERS > 18" WIDTH MAY BE USED FOR
LARGER EXCAVATIONS. THE PLATE TAMP METHOD SHALL NOT BE USED.
5. ABC BASE AND SUBBASE COMPACTED TO 98% AND BACKFILL AND
EMBEDMENT COMPACTED TO 90% AS DETERMINED BY THE MODIFIED
PROCTOR AASHTO METHOD T-99.
6. 1-FOOT CUTBACKS OF ASPHALT SHALL BE PREPARED ON UND=STURBED
SOIL. MINIMUM ASPHALT DENSITY IS 90%.
DESIGNED
PB
DRAWN
JSR
CHECKED
CHF
PROJ. ENGR.
PB
PIPE TRENCH & PAVEMENT REPAIR
NTS
yy _�
CITY OF
NORTH CAROLINA
Public Services • Engineering; Division
P.O. Box 1810 - 414 Chestnut Street Waln n ton, NC ZS401 • [phone]
Imo"
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=
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Z~O©n
om4>CA
I � i
C3
zz
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I CD
I m
IM CO
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to CO
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M -n
m
DIMENSIONS OF BOX AND PIPE
PIPE
SPAN
WIDTH
SPAN-
NO PIPE
SPAN-
WITH PIPE
WIDTH
HEIGHT
D
J
K
L
L
M
H
12
31i"
24"
36'
36"
24"
38"
15
36"
24"
42"
18
36'
24"
45"
24
36"
34"
51"
30
41"
41"
58"
36
48"
48"
64"
42
55"
1 55"
71"
48
36"
24"
36"
62"
62"
77"
UVYtlGL /1
© 12" CTS.
SECTION Y-Y
1 I
I I I
(I I( f l I I
PLAN
c r c
I
L DOWEL
L.`
m
JULY 25, 2012
I
NUMBER
DC200
T FILES\
'= -BRENDA DRIVE-2008
w� ;DRIVE NEW DATA.dwg
OPTIONAL CONSTRUCTION JOINT
FILLED EXPANSION JOINT
1
FILLED EXPANSION JOINT
SECTION A -A
VVIV I I\VL �JVIIV 1
SECTION B-B
SIDEWALK
NTS
NOTES: 1. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
ONSTRUCTED 2. CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY APRON)
'ES 24" AND LARGER SHALL BE CLASS "A' - 3,000 PSI.
3. MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL
4. 4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
TRASH GRATE
TOP = 17.8'
4
#4 BAR fi 4" pi Q
ControlPipe 5„ MIN.
3' 4
30" RCP
INV = 16.3' d
DOWEL -A INV=14.5' H" MIN.
4
INV = 14.0' a. a 6" MIN .
12" MIN. WMH
0�� STON
3'X4' OUTLET STRUCTURE
3000 PSI CONCRETE
NTS
/ SLOPE AS INDICATED ON PLANS
PLACE GROOVE OR
BELL END OF PIPE /
TO FACE OF WALL
S
VOL
�, PIPE #4-BARS
_ F
0 1211
s
FOOTING
(IF CONST. JOINT IS USED) DOWEL
END ELEVATION BAR _ ►►X►►
DOWELS IN ENOWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
_24"
DOUBLE
PIPE _
LOG.
DIA.
15"
18"
30"
3$"
42"
48"
15"
18"
24"
30"
36"
42"
4$rr
BARS
rrX"
rrXrr
rrXtt
rrXrr
"X"
►►Xtt
Y*
r►xrr
Y*
rrXrr
rrXa
rrXrr
rrXrr
rrXu
nXtr
Y*
rrXrr
Y*
G
QTY .
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
I QTY.
-
-
-
-
-
-
-
1
1
1 2
2
2
2
3
G
QTY .
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSICNS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
yD3
M
L
YD3
15"
31-3r'
V-8"
2'-9"
214"
91/2"
5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7"
1'-10"
3'-2"
2h"
10"
W-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-O"
311
10"
8'-0"
1.5
3'-5"
" i1'-5
2.0
30"
5'-0"
2'-6"
4'-7"
41411
111/21'
9'-2"
2.3
4'-3"
13'-5"
3.1
36"
5'-8"
2'-8"
5'-6"
4%ft
111/2"
11'-O"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
W-1"
6'-4'►
51411
111/21'
12'-8"
4.5
5'-10"
18'-6"
6.0
48"
6'-9"
3'-5"
7'-2"
5%"
111/2"
14'-4"
6.0
6'-8"
21'-0"
8.0
*SEE SHEET 3
BRENDA DRIVE DRAINAGE IMPROVEMENTS
DETAILS
W
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SHEET 1 OF 3
838.41
SCALE
NTS
SHEET
8 of 8

PROPO-SED PARKING
F, AREA. I
104 SPACES NV CPP F.E.S.
A NV. = 23.8 S 37 57' 36" W - 936. 61 '
BSL
PROPOSED
DISTURBED
LIMITS. LANDSCAPE
10"P AREA #A8 <A
LANDSCAPE 12"PO 12"PO O 1 P - j�J` !-"° ---- EX. TREE LINE
AREA #A1
7
<�
0)1 S E 4, 8 5
W - 14"PO 0"P X 26.90
>�4.05
6,
12'P 10"P EDGE �'
LANDSCAPE 0 M
AREA #A9 8 0 10"P ° �.53 '� EX. P VE EN
� 10"P PROP. C.B. �m
� TOP = 26.70 E AR IN NN
Cri 12"PO q�i"P ~ INV. = 23.50
00
t 0 X 87 X 2'& 62
-iQ LANDSCAPE X 28.14 P LANDSCAPE REMOVE EX. 15" CPP
CP 1-0"P REA #A7 AFTER INSTALLATION EX. C.B.
AREA #A2 29.00 Dp OF NEW PIPING
P 10 PO O o0 %�? 28.00 �, 0 X 26.61 i -4
U 8.00 ®``� i I ��
10"P PO
.,- to w . X 7.23 �. A "CPP
C) 5 WIDE WALKWAY
LANDSCAPE D3 ^ 24'- -<
� AREA #A10 cn ty
V) ;
r am')--
m 29.50 X 28. 8 ir) EX. C.B.
BUMPER
Q O -a 9.10 BOATS
PROPOSED DISTURBED o I?- -� ,f POOL
AREA LIMITSLi X 27.52 SLIDE
p 0.87 X 85 28.050 PLATFORM
LANDSCAPE ate°, n ! w
f' Q
AREA #A3 f -6}
{ Of
LANDSCAPE r LC3 -0 o 8 95 LANDSCAPE w
AREA #A11 X Q N AREA #A6 1 _ ONC.
U j p 30.04 UX 00
X X 28.28 o
Q
EX. WOODED AREA °C' ° '0 '
06
SEE NOTE 6 @
Lc) w PO �� l PROP. C.B. ;,
Lq TOP=28.501
12"P 4"P X X 2 04� 4 2� 82 INV=26.00 i
(n m Q i
10"0® N r j SLIDE POOL
LANDSCAPE 29.10 �• '
AREA #A4 7 60 LANDS>APE
AREA OA5
20' NATURAL BUFFER P C 2 .3 x 27.3s
TO BE. MAINTAINED _ 9
1 I
SEE NOTE 6 „-.:�:,...�._.:�F_.:- r 1
' ! . . 26 1 27.73
VOLCAN
PROP. C.B. TEMP. INLET No. 3A
26.66 TOP=28.3 SILT FENCE I TOP EL. 23.5
INV=22.31 PUMP INV. EL. 16.72
-�
TOP OF 8( DG.
EX, POND INV=23.75
35 LF A" CPP
TO FOR{BAY --- ---- CURB AND GUTTER -----------
INV=2230=---=---- ----------- SLIDE
THIS SIDE TO
PROTECT POND FOREBAY 2 CONC.
----------- � -
O----
6 I
INLET No. 3
INV. EL. 16.62
LANDSCAPE AREA #
AREA (SF)
Al
550
A2
132
A3
133
A4
349
A5
382
A6
133
A7
424
A8
135
A9
302
A10
496
All
302
TOTAL
3338
•-o
W _ W-
E W---�
{ E.O.P. z
E.O.P. _ Zn
<A
IN
0
T.M.B. ON
F.H. FLANGE
EL. 30.78 =
(ASSUMED) W W
A pl { IT AR lNG CONCRETE Aso s
bgs_ 7R_ES.AND SHRUBS
30
_� y
N `n 1 p011.
X,S�tiNG g>,}1�D\NO
E
314u-
° a ) �F ELF
���III111
CONC.
VOLLEYBALL
POOL
y RIVER
c{?
OD
CONC. : = -
O
' O
Q
WAVE
POOL.
LAZY RIVER
CONC.
--------------------------
---------------27" RCP @
CONC.
ROOF DRA1N5
CHILDREN'S
t PLAY
AREA
' POOL
}--------------------- -- {
i
i
N� (JQ
COLIC. Q ° o
INLET No. 2 -
1up EL. 23.25
INV. EL. 17.29
NOTE: OFFSITE DRAINAGE FROM ACROSS
EXISTING
DRIVEWAY
OLEANDER DRIVE. THE OUTLET PIPE HAS
A DIAMETER- OF 24 INCHES ON THE SOUTH
7 F
-SIDE OF OLEANDER.
'A'
5
Sim G 17
O
STING
TREES AND SHRUBS '
T'PARKING
E.Q.P.
E ISTING
PUMP HOUSE
.
c�
J.B.
4
INV. IN 18.84
W
INV. OUT 18.79
W
N RFT K
__-
1 TREES AND SHRUBS
14 bA' SHRUBS SHRUBSA
W
x
1
L
SS
r
0
3 01
5-
s
N
_
o
S `r
CONC.
s
o
CAN
F
0 �
30.p0,
v� O
CONC.
49 62
0 j
CQN.C. °
__R
CE
TR
7 GO-CART
RACEWAY
GRASS
_ _ ---
POND
0!00
G T
GRASS
INV. EL 18.30"
r \`
-
s
INLET No. 1B
CONC.
't (
TOP EL. 23.25
INV. EL. 18.11
'�
2N0�
INLET No.s]
O
IN No. 1 A
TO EL. 23.25
-"
NV. EL. 17'63_
EXISTING MINIATURE GOLF
ASSUMED 70% IMPERVIOUS
WOOD FRAME
" UTILITY SHED"
rn
HILDREN'S
Q°
VOLCANO
SLIDE
r
0
J
F S�F
i
.SF-..- -SF-'SF
f7
-- - \ � STOCKPILE AREA
�F-..-.. ..-..-. -SF ..-..-. SF.. -..SF-
� S 33 15' 43" W - 461.99)
MAX 15 HIGH
r1� MAX SLOPE IV: 3H
L 30' �
16 9 INVERT z FFER
�- EL 16.9'
cn
RIP RAP OUTLET PROTECTION 00 EX.PIPE
EMERGENCY SPILLWAY 1
(50 FT. LONG Q EL 20.0') �-
EX. CHECK o PROP03ED
DAM ISTURBED
z AREA 30'
o I TREE BUFFER
EX. 18" RCP EX. 18') LINE
INV= 15.62' RCP co EX C. B � 30' BUFFE
EX. 18" RCP w �`
INV- 16.40 gg Zg 2
o TREE
--low LINE L/
17.17 18.1 .. ___s3 t- 06� W = 7� 10' - --�
S
PVC S S9 \ N 86 54' 25" E
BRENDA DR. SO, �N 20.87'
0
/-/
STC�MWATER NOTES: 'u'
1. ST(RMWATER PERMIT NUMBERS: \ s,� PROPOSED/\
CIT` OF WILMINGTON: 20004, 1 /26/00 DISTURBS \
\ NCEENR: SW8960818 MODIFICATION AREA LIMITS
To Clinton To Castle Ha ne To Castle Ha nbD Ratelgh
11 �
13 40
North Carolina
4 min WllmIngton
In,
rTonal
17
J.
u
p 17 74q�,
L 17 o
7 WILMINGT�N� ��
76 76
I w #*
JUNGLE RAPIDS � -� � ®�
JL
13
42 JL
To Carotin Beach To Carolina Beach
2. ALIOWABLE IMPERVIOUS SURFACE ON -SITE:
1133 AC - 515,315 SF \ _
3. EXITING IMPERVIOUS SURFACE ON -SITE: EX.12" R
4. �4 AC - 215,186 SF \
4. PR>POSED ADDITIONAL IMPERVIOUS ON -SITE: FENCE
�.
THS PROJECT .77 AC. = 33,753 SF , AISTNECESSARY \
5. PR)POSED TOTAL IMPERVIOUS ON -SITE:
5.-1 AC = 248,939 SF \
N)TES:
1. NC WETLAND EXIST ON THE SITE. i
2. OIFSITE DRAINAGE FROM ACROSS OLEANDER DRIVE IS
R)UTED THROUGH PROPOSED DETENTION POND.
3. CONTRACTOR TO MAINTAIN EXISTING WOODED BUFFER SUFFICIENT TO SATISFY
R'.QUIREME-NTS OF TYPE B BUFFER.
4, FIIL AREAS SHOULD NOT BE CLOSER THAN 30' TO PR.OPER.TY LINE.
IF FILL SHALL BE CLOSER THAN 30', SILT FENCE SHALL BE REQUIRED.
5. THS SITE PLAN IS FOR CONSTRUCTION OF ADDITIONAL PARKING AT
RIAR OF SITE. ALL OTHER INFORMATION SHOWN IS EXISTING CONDITION.
6. EXSTING WOODED AREA QUALIFIES AS TYPE "B" BUFFER. MINIMUM OF 20
F(OT BUFFER SHALL BE PRESERVED AND AUGMENTED WHEN NECESSARY
T( MEET CITY STANDARDS. CONTACT CITY ZONING INSPECTOR AT
31-4697 PRIOR TO LANDSCAPING TO- VERIFY AUGMENTATION OF BUFFER
AtEAS.
SITE DATA TAB' E
EX. PARKING SPACES
171
PROPOSED ADDITIONAL SPACES
104
PROPOSED DISTURBED AREA
.91 AC
TOTAL PROPERTY AREA
16.9 AC
EX. BUILDING AREA
31400 SF
OUTSIDE ENTERTAINMENT AREA.
4-1 AC
FIRE OCCUPANCY RATING
800
INTERIOR LANDSCAPING PROVIDED1
3338 SF
s
'-, c�
170
GRAPHIC ` SCALE
0 5C 100
SCALE IN FEET (1 "=50')
STANDARD BRICK D.I.
Y N.C.D.O.T. STD. #840.15
3"
¢ -�
8" 3'-0"
o -
I
N Z
3'-0" o
CIDA
S E C'TI. O N. X_
Y
PLAN- FRAME & GRATE
N.C.D.O.T. STD. #840.16
� 3" 33"
8" 2'-0" 8"
z
SECTION Y
# INSTALL CATCH BASIN INLET PROTECTION
DURING CONSTRUCTION.
CATCH BASIN
NOT TO SCALE
30' BUFFE
3'
3`
-4
PIPE
CONCRETE BASE
L E G E N D
��`-----_____--
EXISTING TOPOGRAPHY
10
PROPOSED TOPOGRAPHY
SILT FENCE
EX. TREE LINE
PROPOSED CLEARING LINE
- - - - -
VEGETATIVE SHELF
LF
CONC.
CONCRETE AREA
- -- - D - -
EX.DRAINAGE WAY
- - - - - - -
PROPOSED DISTURBED AREA LIMIT
LANDSCAPE PLANTING AREA
_ P.P.
POWER POLE
©
ELECTRIC BOX
zL.P.
LIGHT POLE
CATCH BASIN
x 0.00
EXISTING ELEVATION
00.00
PROPOSED ELEVATION
FLOW ARROW -
12"CP
EXISTING REGULATED TREE - OAK
14"PO
EXISTING REGULATED TREE - PINE
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PROJECT # JR0100
SHEET 1 of 2
DATEI 3/1/01

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42
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74
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A rt
N�L--J
WILMINGTON
.,.`.. i. SLIDE, 2 o LAZY RIV cotc.
n n{�
2 � � = x � 3 LCA 0' x f
CONC �_ {] DE, r
i: t Ff2EAY t ------------- - - ---- - - - - -- - _ —_- - - ------------- - ----_---- - -- -
- ------------- ----------------a- - --_ X
.. s
- - ---- ---- �c� X
r
SLi
RCP 4.24
27 X _ X X:'. ..
- _
X
t
1 _ ✓ ...:
_.. __ .... R �. _
t I/. _. _ r 1 _
y. � ..... ___ INLET No. 3
f _ a
z I i-, t I r—I.. 23.25 �, .. r ILI-: EXISTING 1 .
To ... —
P
------ --- I . i _ . i
INV. Et $.6 ' . DITCH - .. \
_ IN 9 9. ... _ 1
I ,
1 ...
20 CA
i, \._..... \ \
i
P4
JUNGLE RAPIDS
13
42
o Carolina Beach To Carolina Beach
n
North Carolina
Wilmington
I
17
Q
Y A-
JL
74 i
W Q JL Fn
AL
JL • 6� jj
AL �N%
JL
JL _
y3� 62
GRAPHIC SCALE
0 50 100
SCALE IN FEET (1 "=50')
N 0 T E S
1. NO WETLAND EXIST ON THE SITE.
2. OFFSITE DRANAGE FROM ACROSS OLEANDER DRIVE IS
ROUTED THROUGH PROPOSED DETENTION POND,
3. THE TOTAL AMOUNT OF IMPERVIOS AREAS FOR FUTURE
DEVELOPMENT SHALL NOT EXCEED 70%.
4. TOTAL SITE AREA = 16.9 ACRES: TOTAL DISTURBED AREA = 3.8 ACRES.
Km
%---`------ro--------------------
EXISTING TOPOGRAPHY
10
PROPOSED TOPOGRAPHY
--.-.--SF- ._.._.._..SF -
SILT FENCE
-- - • - • - • - • - • - -
PROPOSED DISTURBEDAREA
_ _.._.._.._ _. _ ._.._.._.._.._.._
VEGETATIVE SHELF
CONC.
CONCRETE AREA
IMPERVIOUS AREA
PERVIOUS AREA
POOL AREAS (PERVIOUS)
X 20.7
EXISTING SPOT ELEVATION
❑
CATCH BASIN
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PROJECT #
SHEET 1 of 3
DATE: 08/19/99
v

NOTE: PON[
ARE PARALL
PROPERTY L
SEPERATES
v AND THESE
DETENTION POND DETAILS
NOT TO SCALE
NOTE: FOR THIS DETENTION POND,
THE TSS REMOVAL WAS SET AT 90%.
NO VEGETATED FILTER IS REQUIRED,
i x It x D uviv%.. Dmar_
NOTES:
1.4-INCH CONTROL PIPE TO BE FABRICATED. MAY USE PVC, DIP
OR CORRUGATED METAL. CONTRACTOR TO PROVIDE SHOP DRAWING
BEFORE STRUCTURE IS FABRICATED.
2 CONTRACTOR SHALL SUBMIT TRASH RACK SPECIFICATIONS FOR
APPROVAL PRIOR TO CONSTRUCTION.
OVERFLOW STRUCTURE
N.T.S.
TRASH HACK
RISER PRINCIPAL
SPILLWAY
EL. 21.0
L. 20.0 EMERGENCY SPILLWAY
EL, 17.5 DESIGN POOL ----
EL, 16.0 PERMANENT POOL - -
EL. 14.2
EL* 10.0
BOTTOM OF POND 3
Al
VEGETATIVE
SHELF
10 FT WIDE
EMERGENCY SPILLWAY
3
STABILIZED
OUTLET
--------------------------
PRINCIPAL SPILLWAY
BARREL
ANTI -SEEP COLLAR
ANTI-FLOATION
BLOCK
DETENTION POND SECTION
NOT TO SCALE
N O T E S F O R O U T L E T P R O T E C T I-0 N
"I. CONSTRUCTION SPECIFICATIONS
.SITE PREPARATIONS - CLEAR, GRUB AND STRIP TOPSOIL FROM THE SITE AREA OF THE NEW POND TO REMOVE
TREES. VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. TO FACILITATE SEDIMENT CLEANOUT.
STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OR THE
EMBANKMENT TO FACILITATE VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROL MEASURES
BELOW THE BASIN AS NEEDED.
'CONDUIT SPILLWAYS — SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A WATER-
TIGHT STRUCTURAL CONNECTIN. SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS BY APPROVED WATER --
TIGHT ASSEMBLIES. PLACE THE BARREL AND RISER ON A FIRM. SMOOTH FOUNDATION OF IMPERVIOUS SOIL.
DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE'
OR ANTI --SEEP COLLARS. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS AND
COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT.
CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACT—
ING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FT. OF HAND --COMPACTED BACKFILL OVER
THE PIPE SPILLWAY BEFORE CROSSING IT WATH CONSTRUCTION EQUIPMENT. ANCHOR THE RISER IN PLACE
BY CONCRETE OR OTHER SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE
CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
• EMERGENCY SPILLWAY - INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF
PLANNED ELEVATIONS, GRADE, DESIGN WIDTH. AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO
THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY.
• INLETS — DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION, USE DIVERSIONS WITH
OUTLET PROTECTION TO DIVERT SEDIMENT —LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE
BASIN TRAP EFFICIENCY.
EROSION CONTROL — CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMUMIZED. DIVERT
SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED.
STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF
THE PRINCIPAL SPILL WAY IMMEDIATELY AFTER CONSTRUCTION.
SAFETY — SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS, AVOID STEEP SIDE SLOPES,
AND MARK BASINS WITH WARNING SIGNS IF TRESPASSING IS LIKELY.
2. MAINTENANCE
*CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE SEDIMENT AND RETORE THE
BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH.
*CHECK THE EMBANKMENT, SPILLWAYS. AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT
FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND
OTHER DEBRIS FROM THE RISER AND POOL AREA.
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SHEET 2 of 3
DATE 06/10/99

"SO ,
'SIN#
C)
AS REQUIRED
RUNOFF FRWPAVED � 12'MIN. OR FULL WIDTH AT
ROAD ALL POINTS OF THE VEHICULAR
2" — 3" COARSE AGGREGATE ENTRANCE AND EXIT AREA,
WHICHEVER IS GREATER
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
NOT TO SCALE
N O T E S F O R C O N STRUCT I ON E N T R A N C E
1. LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXISTS AS SHOWN ON PLAN SHEETS
TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY
BY ALL CONSTRUCTION VEHICLES.
2. CONSTRUCTION SPECIFICATIONS:
•'AREA TO BE CLEARED OF ALL VEGETATION. ROOTS
AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADED.
• GRAVEL TO BE PLACED TO
GRADE AND DIMENSIONS SHOWN AND SMOOTHED.
* DRAINAGE TO BE PROVIDED TO CARRY
WATER TO SUITABLE OUTLET.
3. MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESS'ING WITH
2" STONE. AFTER EACH RAINFALL INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
2 " D I A (OR 2x2) x5' LONG WOOD POST OR
1.33#/LFX5 LONG STEEL POST, F O.C.
6, _D„
MIN.
28 "±
36" WIDE EXTRA STRENGTH
FILTER FABRIC STAPLED OR
WIRED TO POST (SEE SPECS)
/— P O S T
SLOPEIfGND. LINE
12
r 1'
1 1 1 1 1 1 MIN• �i j
LJ LJ LJ LJ
6" MIN. OVERLAP 6"x6" TRENCH --
AT FABRIC JOINTS W/COMPACTED
FILL OVER
FILTER FABRIC
SILT FENCE DETAIL.
NOT TO SCALE
N O T E S F O R S I L T F E N C E
1. CONSTRUCTION SPECIFICATIONS
*SYNTHETIC FILTER FABRIC TO BE A PERVIOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR
ETHYLENE YARN CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
FOLLOWING REQUIREMENTS:
PHYSICAL PROPERTY TEST REQUIREMENTS
FILTERING EFFICIENCY VTM--51 75% ( MIN. )
TENSILE STRENGTH @ 20% VTM-52 EXTRA STRENGTH-50 LBS/LIN. IN. (MIN.)
( MAX.) ELONGATION STD. STRENGTH-- 30 LBS/L I N. IN. ( MIN. )
FLOW RATE VTM-51 0.3 GAL/SQ. FT.IMIN. ( MIN. }
+SYNTHETIC FILTER FABRIC TO CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO
PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE
OF 0° F TO 1200 F.
*POSTS FOR SILT FENCES TO BE EITHER 4 INCH DIAMETER WOOD OR 1.33##/LINEAR FT STEEL. AT
LEAST 5 FEET LO ING STEEL POSTS TO: HAVE PROJECTIONS FOR".'�STEN i NG WIRE TO THEM.
*THE HEIGHT OF A SILT FENCE IS NOT TO EXCEED 36 INCHES. HIGHER FENCES MAY IMPOUND VOL-
UMES OF WATER SUFFICIENT TO CAUSE THE STRUCTURE TO FAIL.
*THE FILTER FABRIC TO BE PURCHASED IN A CONTINOUS ROLL CUT TO THE LENGTH OF THE FENCE
TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY► FILTER CLOTH TO BE SPLICED TO-
GETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND SEALED SECURELY.
*POSTS TO BE SPACED A MAXIMUM OF 6 FEET APART AT THE FENCE LOCATION AND DRIVEN SECURELY
INTO THE GROUND A MINIMUM OF 12 INCHES.
*A TRENCH TO BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF
POSTS, UPSLOPE FROM THE FENCE.
*THE FILTER FABRIC TO BE STAPLED OR WIRED TO THE POSTS AND 12 INCHES OF THE FABRIC TO BE
EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36 INCHES ABOVE THE
ORIGINAL GROUND SURFACE. DO NOT STAPLE FILTER FABRIC TO TREES.
*THE TRENCH TO BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC.
*SILT FENCES TO BE FEMOVED WHEN THEY HAVE SERVED THEIR PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
*ANY SEDIMENT REMAINING IN PLACE AFTER THE FENCE HAS BEEN REMOVED TO BE EITHER
IMMEDIATELY REMOVED OR DRESSED TO CONFORM TO THE EXISTING GRADE AND THE AREA TO
BE VEGETATED.
2► MAINTENANCE
*SILT FENCES AND FILTER BARRIERS TO BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS TO BE MADE
WITHIN 48 HOURS.
*SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE
PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE BARRIER IS STILL NECESSARY, THE
FABRIC SHALL BE REPLACED.
•SEDIMENT DEPOSITS TO BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT OF THE SEDIMENT
FENCE.
19Ay�—
i I
LJ
RIPRAP
2
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La
OU TLE T PRO T'E--. C -FION
NOT TO SCALE
La
A
JCG IVU I C J
SECTION
NOT TO SCALE
DIMENSION TABLE
La 7.5'
do 2.5'
D 1.5'
NOTES
1. La = THE LENGTH OF THE
RIPRAP APRON
2. D = 1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT
LESS THAN 6".
3. A FILTER BLANKET OR FILTER
FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND
SOIL FOUNDATION.
N 0 T E S F O R O U T L E T P R O T E C T I O N
1. CONSTRUCTION SPECIFICATIONS
•ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES
SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SUR-
RUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO
BE FILLED BY INCREASING THE RIPRAP THICKNESS.
*THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS.
*FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM
PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD
OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
•RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
*THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER.
*RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER --
RESISTANT AND WELL GRADED.
+CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP
AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
•ENSURE THAT THE ARPON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER
SECTION OF THE APRON.
•IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
2. MAINTENANCE
*INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE
RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS
TO PREVENT FURTHER DAMAGE.
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SHEET 3 of 3
c: \boberunott\ripau,.a
17, 1999 07: di: 25
DATE 06/10/99

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, I / - � EL 17.08'
15 1 3
SEE DETAIL A
10
7 ,
20
15 SECTION B-B
SPILLWAY CROSS --SECTION
NOT TO SCALE
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6' WIDE VEGETATIVE SHELF ® 1 v OVER 1 Oh
PLANT PHRAGMITES FULL 6' WIDTH AROUND POND
SHELF EXTENDS 2' INTO PERMANENT POOL \-.
,.50 YEAR STORM ELEVATION 20.74' \\ : i
,
-t 0 YEAR STORM ELEVATION 18.96' 3
1 [-
DESIGN POOL ELEVATION -17.61 -
PERMANENT POOL ELEVATION 17.06' -
3
---- r 1
SECTION A' -A
POND CROSS --SECTION WITH SPILLWAY
NOT TO SCALE
CUT UPWARD BRANCH
OF TEE TO 3" HEIGHT
COVER WITH 1 /2" WIRE
MESH, BAND do CLAMP
MIN. 12 1 /2 GA. WIRES
LANDSCAPING REQUIREMENTS
TREE PRESERVATION - MINIMUM 15 REGULATED TREES PER ACRE
INXRIOR;
,o-STEEL OR WOOD POST
WIRE FABRIC
_..,-FILTER FABRIC
MINIMUM: 8% OF GROSS PAVED AREAS SHALL BE LANDSCAPED
iE `w
1. 1 TREE (8' MINIMUM HEIGHT AT PLANTING) AND 6 SHRUBS
X
(18" MINIMUM HEIGHT AT PLANTIING) REQUIRED FOR EVERY
m
,
0
15 PARKING SPACES OR FRACTION THEREOF.=WE
2
� OPT.
CL /
2. CONSECUTIVE PARKING SPACES SHALL INCORPORATE LANDSCAPE PENINSULAS
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f\V"
NO MORE THAN 15 SPACES APART AND AT THE ENDS OF ALL PARKING ROWS.
'�
COMPACTED BACKFlLL
PENINSULAS SHALL BE A MINIMUM OF 8' WIDE AND 100 SQUARE FEET.
EXISTING GROUND LINE
BUFFER YARD,
/ 011-IX-1
1. TREES - 8' MINIMUM AT PLANTING
15' MINIMUM MATURE HEIGHT
i'
on
C-4
ANCHOR SKIRT MINIMUM
STEEL OF 6"
2. EVERGREEN SHRUBS
VV0I
POSI'L
WOOD
36" MINIMUM AT PLANTING
6° MINIMUM MATURE HEIGHT
POST
POST ALTERNATE: IN LIEU OF BURYING SKIRT, 6"
#3 WASHED STONE MAY BE USED
GENERAL NOTES:
TO ANCHOR SKIRT
3. FENCE OPTION
8' MINIMUM HEIGHT INDUSTRIAL ZONING
FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
6' MINIMUM HEIGHT ALL OTHERS
HAVE A MINIMUM OF 6 LINE NTH 120 G+
MAINTENANCE NOTES:
UIVALENT AND
FILTER FABRIC SHALL BE MIRAIFIE 00 OREQU EQS
VISION CLEARANCE: NO PLANT MATERIAL OVER 30" IN THESE AREAS
SHALL BE A MINIMUM OF 36" IN WIDTH.
FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
BURLAP CAN NOT BE USED WHERE SILT FENCE IS TO REMAIN FOR
AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS
PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL. PLANT MATERIAL
A PERK OF MORE THAN 30 DAYS. '
SHALL BE MADE IMMEDIATELY.
(CURBING, CROSS TIES, TIMBERS, ETC.)
STEEL POSTS SHALL BE 3'-O" IN HIGHT AND BE OF THE
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO HTE END
MAINTENANCE- THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF LANDSCAPING
SELF -FASTENER ANGLE STEEL TYPE.
OF THE EXPECTED USABLE UFE AND THE BARRIER STILL BE NECESSARY, THE
TO RREUT PLANT MATERIAL LIVES.
WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4 INCHES
FABRIC SHALL BE REPLACED PROMPTLY.
IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST
ADDITIONAL PARKING AREA - 33,459 SQUARE FEET
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1 1 /2" LONG.
BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.
LANDSCAPING REQUIRED - 2677 SQUARE FEET
SILT FENCES SHALL BE INSTALLED AROUND ALL CATCH BASINS.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER
LANDSCAPING PROVIDED - 3068 SQUARE FEET - I � � - .
SILT FENCES SHALL BE PROVIDED AS NECESSARY TO PREVENT
BARRIER IS NO LONGER REQUIRES SHALL BE DRESSED TO CONFORM WITH THE EXISTING
. --
EXCESSIVE EROSION. _
GRADE, PREPARED AND SEEDED.
ADDITIONAL PARKING SPACES - 103
7 TREE REQUIRED - 9 TREES PROVIDED
"'r ) .42 SHRUBS REQUIRED - 43 SHRUBS PROVIDED .
I . . . I .
) ____z Ia I .
8-/
SCH 40 PVC TEE
®" CA' 7 DRILL 2 1 /2" 0 ORIFICE IN CAP
WITH INVERT EL 17.06'
DETAIL A
NOT TO SCALE
TEMPORARY SILT FENCE
NOT TO SCALE
�tiF
�\4b-b
6
A"i HUGH MNCRAE
ilol?
PARK
LOCATION MAP
NOT TO SCALE
I I LEGEND
.
EXISTING PROPOSE®
X X_ FENCE
- Sf r'•""'- TEMPORARY SILT FENCE
_ • _ _ �� --= _-- = -� STORM DRAIN AND INLET
SS SS SANITARY SEWER
W W WATERUNE
® DITCH
F.H. 10 FIRE HYDRANT
- - 21 ,. __ CONTOUR
P.P. •a P.P. •o• POWER 'POLE
...�.
, ; . ' , ° � ' CONCRETE/ASPHALT
. \
•. - � GENERAL NOTES
---
. CB ZONING EXISTING
® 1. TOTAL PROPERTY AREA IS 10.1 ACRES
DRIVEWAY 2. TOTAL PROPOSED IMPERVIOUS AREA - 5.0 ACRES
® ® 3. ALL PARKING TO BE MARKED WITH WHITE STRIPING
a DUMPSTER PAD ! ♦ 4. ACCESS EASEMENT WILL BE PROVIDED ALONG POWERUNE.
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x -11� DF-.`--..-I"--.---�.' I. . 'I . �-...-x,1"
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S 37' 57' 36'° W - 936.61' D- ° '1.
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-- 5. ACCESS TO POWER TRANSFORMERS WILL BE PROVIDED.
- - - - -- - - -- - - -- -p-' - -' �- E-L - - - - - ° W ° , ° ' . ' . ' . ' *L. 6. ALL LANDSCAPING ISLANDS WILL HAVE 4" HIGH CURBING.
BSL - 205.0 D D ,,a : • : ; - , , • . _ • ' : ' ° . • - ' ' - . s '"N0 \\, ® 7. PROVIDE FILTER FABRIC BENEATH ALL RIP RAP.
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INV. 17.02' A-lO A INLET No. 2
ki I INLET No. 3 CB ZONING TOP EL 23.25
" I' TOP EL 23.25 INV. EL 17.29
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PROJECT M
DATES 07 NDV 1996

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�10 YE•A.R STORM - 19.3
OUTLET ELEV• 17•06
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]Designer's Certification
e °
I hereby certify that the storm drainage portion of this plan has been prepared in
accordance with the latest Wilmin on°s Standards and Specifications for Stormwater ��'�d!� � ���' 1�®= �®� � e ® •°'��� �Y, � �OUJ''"��'?" �'�'
gt P s• _ S--® , ®® PEE
City of Wilmin on." i%? : 1 ° r . r1 •% �a = .� ?', dG •�
and Chaptur 2 f the Code of dinances of the y gt
' M M i• .••°/.r•a •a1�'� 7•u. i 0 •L 4,.I•r • ,° r ° o
Signatures,
'e e
y s 'e�o r t�T d SP LLWAY + ��
Printed Nsrme and Title- t okl ?"-4>0r1 °
2N � Registration Numbe . 1 F' �° ° � 0;0"00040 ;6
°' e `.' • v st'. /•� ,.,� '
Date._.._..•. -----°° g r � =� /t/L••2 � T"� �% ��' ?�"f�� ce� s o� • • - � s�°" t, r�� � "" ° • lea. A1'0/
c• � q
ownees/Developer's Certification ° `
"I hereby• rea I-ify that any clearing, grading construction or developmer. or all of thaw, �° �� ® � S . d► ..� °
a
will be done pursuant to this plan and that the applicable Stormwat tr Ivfanagement
• • • • • ♦ °1 ®• • V •L..o �� ®�� t,� °...y •'�.+. e•..•'�'i r/•.. !'ca..e s•..a► .web ..�.e +�••s�. .+•/ �.�..,e o� ° 0 e i ° ° 1 `
conditions and requirements of the City of Vlilmington, the 5thte of North Carolina apd e ��� L3
the Federal Government and its agencie hereby made a part of• this plan."
Signature° ~ , °--- �� r,� e ° ° • / p e e y
Cl) Fie sTI
�7
Prin ed ame and Title- ( `� _�_--.. + ,
q1
Date• 41
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EVE 4�0
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I!y 1 1y IlL CITY ofNorth Ccincj-,�Iinc
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' P.O. BOX 1 0 PARKS AND RECREATION DEPARTMENT . , ; • ° ° .• ° '.,
J 28402to
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KINIMIN LWDSCAPE REQUIRE �'� e o
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Tree Preservation: Minimum 15 re ulated trees per acre. ,, ° 1 • ° ° ° ° i' ` G E N ERAL N OTES
Inferior: !� e ° ° • ° • e / 4• To` iM, DEV41t-06D la9aA -4.3l fig•
e ° °° • .1 • ° e ° ° , °• e ° e e � � � �• ��Y" V• 1-�" °Y�� b+''VIi 1 E � �T �° k"N T PI `►J 0 ! Ri Y
�� : .1• °•' • ° ° ° ° e �. _ 1 , e Ll�•1� Ya BeIN15'TAI-t.EP TO CITY y aF
Minimum: 8% of the gross paved areas shall be landscaped. • ,° e•,• •° e , e. ° • \ ,
' .°° 2,•2. / W1LJ�eNGi'�aN • SP��•J r ICAisoNS
1 tree 8' minimum height and 6 shrubs 18" minimum at planting required .:•'' ' ...-- ~` ,°;� • •` e ° ° ` ' ° 9 •�. NEW pRIVEWA`� 1lPP{lOALIA 70 t�l�E"r
for every 15 parking spaces or fraction thereof. Consecutive parking .��., • , •• • ° / \
.e ° ® , \ (�l 1 i �•i lojt+h`jNi7� IV�d M! �'CjFic.A T1oNgs
spaces shall incorporate landscape peninsulas no more than 15 spaces apart / ':r, PhRK Ih1tb' f,REIr° AND l.k NDSGA.NE 18t-ANp�
and at the ends of all parking rows. Minimum 8' wide and 100 SF in area, �, / `°, °�� ° ° ° �` °
1 ' \ :• ° ° • °° ° �cte �' c'r, , i® SE $UKRCx.1NPk o Wt`TA Cv1tNN4,
+� x, S _r/N 1, • Q 4 `A 5' APtN To ICEI' Gt7Y OF
e Q 6/ 6. N D C C!
Buffer Yards: Height Requirements Q 7 QP♦ t
Trees 8' minimum at planting
P A V
15' minimum mature height ; ° 1 /(� R C` Ae� �• Y e►.{� ,c!
• • // �j �__e • ° e ° ° •Mt ` g L� ° 1 . 7 • ��Q� PA • w � I °W', V ^/v S t O ',�, ea• S ° , ` I � `� D •
• � � ° ` ° °•• • �•�F�. �7� ,•d •'°' a 0j° d t• ''e�." �/ 11114/ ° "P"1.� ! ► 9. � � IlaNb��,.AP��.D
_ 1s uplanting� � • ` � � • e ° ° ° � .� , � •• �" 4'� � �`�a x � Ai 6�ANQ1�-�P 6'tU SPAL�`�,
Evergreen Shrub® 36 minimum at
6' minimum mature height ;� 1 �' �•°� s`\ q. 5EE EH(L i1 '% CAt,c.VL.ATI09% F0R.
de
Fence 0 tion°- 8' minimum height industrial zoning
P g t'�A rN4 f"t,) 7Q .8e' APpAov,&,a
6' minimum height all other °
' ` s e e e • �P UIZg1��.. • I I`•�M� !O �te*%gq�r�/`•1GA
Vision Clearance, No plant material over 30 in these areas. •° •, a ®. ° 4 1
Protection from vehicular traffic provided around all plant material 4a •.°• o e �, a ° ° °
(curbing, cross ties, timbers, etc.)
°/ I ' 1® •• + ° , 1i ®�C'f °° `° °•° ��
Maintenance: The owner is responsible for maintenance of landscaping to �1/ ` �_ ® � V/ ° ° . +° ° •® Qr e
ensure the plant material lives • t ®;'t/ �t ,� ° . °
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14�C IDN NaN DRIVE1r� 0 AI'PROACIk 50 CIT°t or 13° `3�' I°'S' ow.,-j-r,w& 1" iVATdX -rAa _TOJJ,L FXK14ING A.m•kA °° 34M IS y$, •r-.
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STE poprt�>r�'i ATER t'�1�cNAGE•: 1 11 T PLAN
A A S S: '5 3 18 0 L. EA N P C 4 0 t•C 1 V IE
APPROVED
a CITY F FYILIMING D ON '
oi` •••,•,,° ��
T ANG` ,�. ass °�.d' sy S I T �. F,.- _ " " Ci �# °
q o . —=° VERTICAL DATUM SARAN MONUMENT LOCATED ON SOUTH 1��iiNC ®l l~�R�'t �ENi
�.a�i����fN�i+ ���• :� ��� ®• • SHOULDER OF OLEANDER DRIVE, t330 WEST x � i Pl1�P�i
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OF "JUNGLE RAPIDS" WESTERN PROPERTY LINE. ' • -
201 North Front St., Sulte 903 WUPnington, N•C• f °•.,E' CLp'® �I��I��
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DESIGNED DRAWN BY CHECKED BY go, �'�/ '••..•..•° ®���` +
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20
15
10
SECTION A —A
SPILLWAY
NOT TO SCALE
20
15 SECTION B—B
SPILLWAY CROSS-SECTION
NOT TO SCALE
�50 YEAR STORM ELEVATION 21.4'
^� 10 YEAR STORM ELEVATION 19.3'
OUTLET ELEV. 17.06'
INSTALL DEBRIS SCREEN
WOOD rya +
POST
GENERAL NOTES. -
FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
FILTER FABRIC SHALL BE MIRAFI 100 OR EQUIVALENT AND
SHALL BE A MINIMUM OF 36" IN WIDTH.
BURLAP CAN NOT BE USED WHERE SILT FENCE IS TO REMAIN FOR
A PERIOD OF MORE THAN 30 DAYS.
STEEL POSTS SHALL BE 3'-0" IN HIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4 INCHES
IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1 1 /2" LONG.
SILT FENCES SHALL BE INSTALLED AROUND ALL CATCH BASINS.
SILT FENCES SHALL BE PROVIDED AS NECESSARY TO PREVENT
EXCESSIVE EROSION.
INV. I /.VL 0'r
A
60
at
�I 1
MIN. 12 1 /2 GA. WIRES
,.-STEEL OR WOOD POST
WIRE FABRIC
�— FILTER FABRIC
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EXISTING GROUND LINE
� "cV
ANCHOR SKIRT MINIMUM
STEEL OF 6"
WOOD POST
POST ALTERNATE: IN LIEU OF BURYING SKIRT, 6"
#3 WASHED STONE MAY BE USED
TO ANCHOR SKIRT
MAINTENANCE NOTES:
FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS
SHALL BE MADE IMMEDIATELY.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO HTE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST
BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER
BARRIER IS NO LONGER REQUIRES SHALL BE DRESSED TO CONFORM WITH THE EXISTING
GRADE, PREPARED AND SEEDED.
TEMPORARY SILT FENCE
NOT TO SCALE
CB ZONING
LEGEND
EXISTING
PROPOSED
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STORM DRAIN AND INLET
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IN
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FIRE HYDRANT
CONTOUR
P.I.
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GENERAL NOTES
1. TOTAL PROPERTY AREA IS 10.1 ACRES r "
2. TOTAL PROPOSED IMPERVIOUS AREA - 5.0 ACRES
3. ALL PARKING TO BE MARKED WITH WHIT E STRIPING
_
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LOCATION MAP
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PROJECT #
DATES 12 AUG 96 1
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6' WIDE VEGETATIVE SHELF 0 1 v OVER 1 Oh
PLANT PHRAGMTTES FULL 6' WIDTH AROUND POND
0
SHELF EXTENDS 2' INTO PERMANENT POOL
LANDSCAPING REQUIREMENTS
f
YEAR STORM ELEVATION 21.4'
�,
c�
-
-50
TREE PRESERVATION - MINIMUM 15 REGULATED TREES PER ACRE
f- 3
-
3
20 �
� f �1
_�10 YEAR STORM ELEVATION '! 9.3
1 �
INTERIOR:
®
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MINIMUM: 8� OF GROSS PAVED AREAS SHALL. BE LANDSCAPED
V �%
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EL. 17.06' STATE STORAGE ELEVATION 17.45'
1. 1 TREE (8' MlNtMUM HEIGHT AT PLANTING AND fi SHRUBS
1
-
PERMANENT POOL ELEVATION 17.06'
(18" MINIMUM HEIGHT AT PLANTIING) REQUIRED FOR EVERY
15
',
3 3
�1 1
15 PARKING SPACES OR FRACTION THEREOF.
2. CONSECUTIVE PARKING SPACES SHALL INCORPORATE LANDSCAPE PENINSULAS
�'"
NO MORE THAN 15 SPACES APART AND AT THE ENDS OF ALL PARKING ROWS.
'°�--- ,� ----- �-"' "�
PENINSULAS SHALL BE A MINIMUM OF 8' WIDE AND 100 SQUARE FEET.
INSTALL 90' TURNDOWN
10
WITH DEBRIS SCREEN
BUFFER YARDS
1. TREES - 8' MINIMUM AT PLANTING
S EC T" i N A A
15' MINIMUM MATURE HEIGHT
POND CROSS-SECTION WITH SPILLWAY
2. EVERGREEN SHRUBS
NOT TO SCALE
36" MINIMUM AT PLANTING
6' MINIMUM MATURE HEIGHT
3• FENCE OPTION
8' MINIMUM HEIGHT INDUSTRIAL ZONING
6' MINIMUM HEIGHT ALL OTHERS
VISION CLEARANCE: NO PLANT MATERIAL OVER 30" IN THESE AREAS
PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT MATERIAL
(CURBING, CROSS TIES, TIMBERS, ETC.)
MAINTENANCE: THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF LANDSCAPING
TO ENSURE THAT PLANT MATERIAL LIVES.
(I
�' �'�` �y'�'
ADDITIONAL PARKING AREA - 33,459 SQUARE FEET
LANDSCAPING REQUIRED - 2677 SQUARE FEET
LANDSCAPING PROVIDED - 3066 SQUARE FEET
20
ADDITIONAL PARKING SPACES - 103
7 TREE REQUIRED - 9 TREES PROVIDED
42 SHRUBS REQUIRED - 43 SHRUBS PROVIDED
S ECTI 0 N B --
15
SPILLWAY CROSS-SECTION
NOT TO SCALE
t; 7i
WOOD t'•vo l
POST
GENERAL NOTES:
FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
FILTER FABRIC SHALL BE MIRAR 100 OR EQUIVALENT AND
SHALL BE A MINIMUM OF 36" IN WIDTH.
BURLAP CAN NOT BE USED WHERE SILT FENCE IS TO REMAIN FOR
A PERIOD OF MORE THAN 30 DAYS.
STEEL POSTS SHALL BE 3'-O" IN HIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4 INCHES
IN IAM R. WI FA RIC SHA L BE FASTEN D TO
D ETE RE B L E
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1 1 /2" LONG.
SILT FENCES SHALL BE INSTALLED AROUND ALL CATCH BASINS.
SILT FENCES SHALL CIE PROVIDED AS NECESSARY TO PREVENT
EXCESSIVE EROSION.
MIN 12 1 /2 GA. WhfIRES
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STEEL
WOOD
POST
POST
MAINTENANCE NOTES♦
P-STEEL OR WOAD POST
WIRE FABRIC
i-- FILTER FABRIC
COMPACTED BACKFILL
EXISTING GROUND LINE
`- ANCHOR SKIRT MINIMUM
OF 6"
ALTERNATE: IN LIEU OF BURYING SKIRT, 6"
#3 WASHED STONE MAY BE USED
TQ ANCHOR SKIRT
FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS
SHALL BE MADE IMMEDIATELY
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO HTE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST
BE REMOVED W1-DEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER
BARRIER IS NO LONGER REQUIRES SHALL BE DRESSED TO CONFORM WITH THE EXISTING
GRADE, PREPARED AND SEEDED.
EXISTING
_--____ ___.,-_.,_...__
PROP®SED
X
SF
SS
W
FENCE
TEMPORARY SILT FENCE
STORM DRAIN AND INLET
SANITARY SEWER
WATERLINE
DITCH
FIRE HYDRANT
CONTOUR
POWER POLE
\ GENERAL NOTES
\ 1. TOTAL PROPERTY AREA IS 10.1 ACRES
CB ZONING LRSWII�I, \
i.�I`�tT��1�';` � 2. TOTAL PROPOSED IMPERVIOUS AREA - 5.0 ACRES
y •: < �. ` \ 3. ALL PARKING TO BE MARKED WITH WHITE STRIPING
` �` "-> DUMPSTER PAD : • \ 4. ACCESS EASEMENT WILL BE PROVIDED ALONG POWERLINE.
S 37° 57' 36" W - 936.61' �',,.«_.�.-__ �- D-,- - �.__.._. 't .. h
..___.,,, ......___......,.,_...<..,,....___..�,,,,,�•_--________•______"___........,.,_...«�.... >.,,,°,«.,,,,.,,,,,-«__«..«_«.._ «--___«_..., _-__,-,•-__•_- _--_----_-_ "__,.....__-,<,,.,,,w�..««....,,+,..._...._<w-_«--_-_-_'•_• _-__ _««_«.<««««. - «_ .._.,««___M„'�..•:w_,,._ •:....,M.M.,..-------_ • t�„__„�_---_-_.................._.,..««__ e--'�.,...,...._.,_. .« 3f•I,.,,,,,,,,,__..........•-- _ _ ____^..«M.__,<""`.._ i .,�i :i..,.+w`'Iw'a ! t /' • a
-;j v k£ -M �r i 5 ACCESS Ta POWER TRANSFORMERS WILL BE PROVIDED
.._•_____�"^"�"""""""""�-....«•_•____.«_ «««_._�M....-__.._« _««_««_ __ ___ ««__««_«_ ,,, pia.••`•'_^--~"^", i _.,.� _ - - _ -�^- - - ««,...._....,, _,_... ____ __-«�..M.....•.. .,_.-r_�,-m a.�,. ,y''�ez
_ ... BSL -- - - - - - - - 205.U' _ _ _ - - -- _ :� «r -� w -' ;--� . - - .«` ' -� _ . ,5 < ; , .< , . , - , ' . I , ' , , , < /, � 6. ALL LANDSCAPING ISLANDS WILL HAVE 4" HIGH CURBING.
-� 7. PROVIDE FILTER FABRIC BENEATH ALL RIP RAP.
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a " - a h. S 33° 32' 39" W -- 404.52'
S 39 23 ® __---...___. __
RIP RAP PROTECTION - INV. 17e02' r. �. T - -- -----_ _-i ____«_________ _i E 3 _
! 0 ---- - ---- r',----_-------� t--------------- D ---`-- ---M «� M - - ' 3 ..
�,,.,�,• 7 INLET No. 2
INV. 17.02' 1 � A INLET No. 3 TOP EL. 23.25 F.E.S.
cr € TOP EL. 23.25 CB ZONING INV. ELe 17.90
1 f INV. ELe 17.08 ENV. EL. 17.34
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