SW8070333_Approved Plans_20100809

RICE CREEK PLANTATION PHASE I
_ _ Pr)-1G'rT nn [Limr-n P%E*r% . --

STORMWATER
TRACT H
WETLANDS (TYP.) TRACT I STORMWATER
STORMWATER BOUNDARY
BOUNDARY (55.22 AC)
(18.47 AC)
go 91
r-TILNCT 11 8P 4?
STORMWATER 4f
Af.
-dw POND 6
TRACT
STORMWATER
BOUNDARY
9 -14
ICJ
Ira
(18.47 AC)Ziry
PAS _ks
10/
jp BANK 01 26
OUURT
'03
10,
I STORMWATkR
C POND 7 JI,+1
do -160
6>
R' / C, / 14 ZIT/
� J9 � L�� � ` � J16 '� 'I JJJ ''Q '6j
2V
-to
9y / '
1 14 4S
60 S9 14 .1158 STORMWATER
.1-10 POND 2
S11 �6 l
4F JJJ
Ss
TRACT H -1>IRR
W
,)P,
TOWN CREEK CARVER IA4 -131 , -N*
ELEMENTARY CIRCLE STORMWATER
C
SCHOOL IPOND 3
c TRACT H
C ji, STORMWATER
BOUNDARY
JpJ
(55.22 AC)
J? STORMWATER
AV
POND 9 40 4t
3•Tf / ?,* D' V
TRACT •y'A�hJ / '6 I,
STORMWATER
J37
STORMWATER
POND I
am
PHASE I PROJECT DATA (TRACTS A, % 1, L & A PORTION OF THOROUGHFARE):
PROJECT AREA (INCLUDING WETLANDS):
7,638,385 SF
OR
175.35 AC
STORMWATER PROJECT BOUNDARY (100' OFFSET FROM WETLANDS)
7,2721459 SF
OR
166.95 AC
PROPOSED IMPERVIOUS AREA (35%)*:
2,553,630 SF
OR
58.62 AC
MULTI -FAMILY (BUILDINGS & DRIVEWAYS):
1,003,292 SF
OR
23.03 AC
STREETS:
1,009,634 SF
OR
23.18 AC
SINGLE-FAMILY LOTS:
525,000 SF
OR
12.05 AC
SIDEWALKS:
15,704 SF
OR
0.36 AC
*SEE RICE CREEK PLANTATION STORMWATER MASTER PLAN FOR IMPERVIOUS AREA DATA SPECIFIC TO TRACTS
A,
H, I & L.
27' B-B (TYP.)
30" STANDARD CURB
(SEE DETAIL)
1/4":V-0"
100' R/W
18,
SEE GRADING PLAN
FOR FINISHED GRADE
27' B-B (TYP.)
30" STANDARD CURB
(SEE DETAIL)
1/4":V-0"
2" SF9.5A PAVEMENT 5" 1325.0613 5" B25.068
COMPACTED SUBGRADE TO 95% MOD. PROCTOR DENSITY
BOULEVARD PAVEMENT SECTION
NOT TO SCALE
50,
40'B-B
2" SF9.5A 24" ROLL CURB
(SEE DETAIL)
BOUNDARY
(12.77 AQ
TRACT L 4"
-14 STORMWATEJJI
R 5" B25,06B
40 POND 4
31 ASPHALT \-COMPACTED SUBGRADE TO 95% MOD. PROCTOR DENSITY
3, / JRR �' 31* 24" ROLL CURB
PAVEMENT 18" CURB & GUTTER
.100 Air WETLANDS TO BE (SEE DETAIL)
_43 19V FILLED (USACOE CUL—DE—SAC SECTION
41 PHASE I _'Ar
-10 3.1 ? & NCDENR PERMITS NOT TO SCALE
33 PROJECT AREA OBTAINED
(175.3 5 AC)
AT* BY OTHERS) 01
JI7 POOLSIDE CIRCLE
J*
STORMWATER _10/ '
30' (TRACTS H, I & L)50
JJJ
POND 10
3 _97 -lop 24' (TRACTS A)
No 24'B-B po-
-?t3 3rl -19* ll
.41 0
POND 8
STORMWATER
U POND 5
CUL—DE—SAC DETAIL (PLAN VIEW
"SF9.5A
(SEE DETAIL)
ZA,
1/4":V-0"
NOT TO SCALE 2"
TRACT L
STORMWATER
Zab,
5" B25.06B
BOUNDARY
.
(1277 AQ
0
COMPACTED SUBGRADE TO 95% MOD. PROCTOR DENSITY
Zky
TRACT A kv
CROWNED PAVEMENT SECTION
STORMWATER
(TRACT A)
BOUNDARY
(61.34 AC} "ev
NOT TO SCALE
THOROUG'
aMrA1RE
cou
9 13�
4> . V
WETLANDS TO BE
FILLED (USACOE
& NCDENR PERMITS
OBTAINED
BY OTHERS)
BOUNDARY AND TOPOGRAPHIC INFORMATION
PROVIDED BY JONES, CNOSSEN & DOLLE
ENGINEERING, PLLC, APEX, NC.
WETLAND DELINEATION AS APPROVED BY US ARMY
CORPS OF ENGINEERS (USACOE). NO WETLANDS ARE
TO BE FILLED WITHOUT OBTAINING PERMITS FROM
THE USACOE AND NCDENR.
SCALE: I" = 200'
0 100 200 400 600
11is drawing shall not be roduced in
repro permission whole or in part without mm . ion of
Bowman Design & Engineering Ircervices, PA
Ar 44
-10 Aw
30'B-B
Jty AL
24" ROLL CURB
La A') SF9.5A (SEE DETAIL)
-C ILI? 14, 1/4"A'-0"
C
T
66
fe rj
5" 1325.068
4'°� \ COMPACTED SUBGRADE TO 95% MOD. PROCTOR DENSITY
LINGO -99
COURT
Ar 4114
1> -14b . . . . CROWNED PAVEMENT SECTION
Af
st? (TRACTS H, I & L}
E •, ,� W Z4;
't? NOT TO SCALE
. . . . . . . . . Sb . . . . . . . . . . .
E Jq, J�
. . . . . . . . . . . . .
. . . . . . . . . . . . . .
30 Zdf
. . . . . . . . . . . . . . . . .
. . . . . . . . . . .
4" TYP.
4- (TYP.)
4" (TYP.)
. . . . . . . .
. 60'
.
. . . . . . . . . . . . . . . . . . . . . . . . .
PHASE I PROJECT AREA 3'CONCRETE
(175.35 AC) SIDEWALK
. . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . .
TRACT A (43.5 SF)
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . CONCRETE a co
co
. . . . . . . . . . . . DRIVEWAY
TOWNHOME
.... . . . . ... . . . . . . . . . . . (VARIES) ..A A (2,100 SF)
. . . . . . . . . . . . . . . . . . .•
.
44
4 �A A .
co
WETLANDS (TYP.) TRACT A
STORMWATER TYPICAL MULTI—
. . . . . . . . . . . . BOUNDARY
(61.34 AC)
FAMILY UNIT
NOT TO SCALE
\-10' X 10'
CONCRETE
PATIO
(100 SF)
Revisions
4/5/07 - Modified Phase I
Project Data Table per
NCDENR comments.
12/10/07 - Modified Phase I
Boundary, Tracts 1, L &
Thoroughfare Boundaries
Modified Project Data Table
Date: 3/28/07
Scale: I" — 2001
Drawn By: BSH
Checked By: DBBIEMN
THIS PLAN IS NOT ISSUED FOR
'ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
Cl I
f-'NUdtU I NU. ZDUU.UZ

SEE Revisions
SHEET C4 LEGEND 12/10/07 - Modified Swales
S 22 & S 23 / Modified
15.82
PROPOSED ELEVATION FOR Swale Data Table
CL CENTERLINE OF ROAD AT TOP OF PAVEMENT
3- 100 LF 36" RCP 222.86
CL i 15.82 PROPOSED ELEVATION FOR
cc CURB CUT AT EDGE OF PAVEMENT
175
SEE 15.82 PROPOSED ELEVATION FOR
173 SHEET C3 SWALEX
SWALE AT CENTERLINE
17.50
SWAL 15.82 PROPOSED ELEVATION FOR
22. C1 CURB INLET AT RIM
174
Cl2.5 CI = CURB INLET
20.56
S-22 FES # 1 20.78 RIM = 10.13 RIM = RIM ELEVATION (SEE DETAIL),
1 CL 164 SWA E INV SD2.2= 8.13 INV = PIPE INVERT AT BOX
20.9
t
CC
f
J132.5 JB = JUNCTION BOX p
20.69 INV SD2.2= 8.13 INV = PIPE INVERT AT BOX
CC 21.39 2
17.25 Q
XCL SWALE 163
Cl2.5 YI =YARD INLET
20.69 020.31 162
5-28 CL RIM = 10.13 RIM -RIM ELEVATION (SEE DETAIL)
cc r 00
161
S-23 3 INV SD2.2= 8.13 INV = PIPE INVERT AT BOX
' 160 Wt Y
17 2s PROPOSED ADVANCED DRAINAGE SYSTEM pq
SWALE 18.96 N-12 CORRUGATED PLASTIC PIPE (CPP) CO � o
cc .l 159 W ► 4
O 4 ® Q�
15 8 2 2 EXISTING CONTOUR DATA OBTAINED FROM JONES,
31 l CNOSSEN, AND DOLLE ENGINEERING, PLLC �- 0 x
15 7 (-''
WETLANDS AS APPROVED BY THE US ARMY CORPS> C� 0
. 156 d'
t OF ENGINEERS
3 2 �.� SEE .-+
5 30 17.93 153 ., w
CL 155 SHEET C3 00
»cL7 �4 �4t--0
5.4 jr^ X-)
CL Vjo
a 6 cc 6 15 4 � .1
0 Kj 2
29 33 -- 73 � �
CD (� a
S-29
18.14
16.19 18.15 CL
SWALE 7 cc 74
28 34 72 --
96
VEGETATED cL 7
SWALE (TYP. - 76
SEE DETAIL) 77 8 35 1 95
27 78
19.43
C1 S-40
� 9 26 5-32 70 79 9
36
S-49
15.80 F
5 80 cc 93 11.82 )
' 10 16. 25 37 CC 4 9 SWALE FBI
cc 6 6 6 6 4 cc 4 Z
S-30 S-33
5-41 � �.,)
����' `� �
P-4 z
24 68 9 2 LEVEL SPREADER �
' � 8 �
11�n 38 (TYP. - SEE DETAIL) �..,
13.91 j1 63 14.40
SWALE i
SWAL _ / 16.53 �'' VEGETATED LS-9 11.22 z
SWALE ` 16.44 SWALE
i i W
Q 23 � 67
CL SWALE O >-q
12 / � �,
16.25 91 i i
39
CL 16.00 8 2
cc 14.45
22 11.57 �, 0
SWALE DATA TABLE 13 4 SWALE i i i i
� � � 17.49 5-42 8 3 90 i A. i i i i
(5 : l SIDE SLOPES} S-34 CL 6 0 �4
61 VEGETATED U
LENGTH LOGITUDINAL 21 SWALE (TYP. - SEE
SWALE ID (FT) GRADE (%) /
14 14.7 41 16.96 i i DETAIL.)
S-22 154 2.35 > CC CC 84
S-23 164 2.10 5-31 S-3 5 5 9 89
S-28 168 2.22
`
S-29 154 1.27 2 0 y
S-30 162 1.65 4.2 5-43
S-31 165 1.56 5 13.27
5-32 485 0.50 15.07 CL
5-33 159 1.45 12.
17 SWALE 8J
SWALE 14.11 5 8 CC 7 88
S-34* 243 0.60 CL
Date: 3/28/07 _
S-35 158 1.20 x
� 75 1 c�
i i i &i Scale: 1' = Ei0'
S-36* 217 0.86 S E
13.81
Drawn Eby: B, H
S-37 151 0.40 1 CC 43 12.97
S-38 147 0.50 LS-5 SWALE S -44 8 6 Checked By: 088/1�MN
S-39* 22 1.27 - 87
S-40 532 0.50 G
5-41 159 0.78 � -
i i i 4 '.. S-42* 287 0.50 S 37 S 36 5 7
i i i i i i i
S-43 254 1.20 4 4 56
S-47
S-44* 160 0.60 17 P
P i i i J i y y i
S-45 165 1.10
i i 18 15.40 �� 55
S-46* 136 0.75 CL --
S-47 239 0.78
S-48 131 2.20 i 5-45 12.00
i i i L i i i i i
4 5 � 15.6 SWALE
THIS PLAN IS NOT ISSUED FOR
5-49 180 2.20
CONSTRUCTION WITHOUT AFFIXED
CL CORPORATE SEAL.
5-46 i i i i i i i i ... i i
* SWALES NOT REQUIRED TO MEET
NCDENR DESIGN CRITERIA. i i 2.92 S-3 8 ,�® �' is
WALE LS-6 13.83
13.20 cc LEVEL SPREADER ''-
i
Yen �
SWALE 50 (TYP. - SEE DETAIL) �<
3.94 14.23 AL
CC CL 54 /r i A.
14.38
46 CL LS-7 11.00
C
i i i i i i i i V WADE N,
SCALE. 1 = 60
eie
0 30 60 120 180
i i i i i i 4 9 51
5 3 ■ G
This drawingshall not be reproduced m
PROJECT N0. 2500.02
whole or in part without written permission of
Bowman Design & Engineering Services, PA

SEE
SHEET C4
SE
SHEE
_V-V
,.71 /
0
22.86
CL
SWALE DATA TABLE
(5:1 SIDE SLOPES)
SWALE ID
LENGTH
(FT)
LOGITUDINAL
GRADE (%)
S-24
329
0.50
S-25
109
1.61
S-26
119
3.11
S-27
378
0.64
S-49
180
2.20
S-50*
119
0.50
S-51
151
0.67
S-52
290
1.16
S-55
122
2.00
S-56
122
1.75
S-57
100
1.65
S-58 '
173
0.65
S-59
384
0.55
* SWALES NOT REQUIRED TO MEET
NCDENR DESIGN CRITERIA.
WETLANDS TO BE
FILLED (USACOE
& NCDENR PERMITS
OBTAINED
BY OTHERS)
L - VEL SPREADER
(TYP. - SEE DETAIL)
40 LF 15" CPP
S-24
170
171
172
173
1 v
C) 16 3
020.31
CL
31
SEE
SHEET C2
20.42 Revisions
cc \ LEGEND
5/10/07 - Regraded Boudin
21.12
CL
S-25
20
CC*
LS-1
18.67
SWAL ,
18.71 y
S-26
SWALE
LS-1
2
17.9
�--�5 WALE
S_ 1
1 t .72
LS-1 SWALE
22.27
CL
22.29 o
CL
FES #2
13 2
A AA
15.90
SWALE
S-27
Aa Aa a4 y Aa A. A. .4
S-1
131 y y
S-58
129
-
FES #3 128
17.02 SWALE MINI BOX y
/
13 3 8. CULVERT 12
CI
(MBC -1 & 2)
VEGETATED SWALE 134 126
Dr., removed S-53 & 54 and
revised S-51
12/ 10/07 - Regraded Lake
Worth Drive / Revised S-24,
25, 26 & 27
0 Cr
1n
F--� 00
�O
0
QU
cv)
M;O
t -
��.
SEE DETAIL) y '� W
15.82
PROPOSED ELEVATION FOR
CL
CENTERLINE OF ROAD AT TOP OF PAVEMENT
15.82x
PROPOSED ELEVATION FOR
CC
CURB CUT AT EDGE OF PAVEMENT
15.82
PROPOSED ELEVATION FOR
SWALE
SWALE AT CENTERLINE
15.82x
PROPOSED ELEVATION FOR
CI
CURB INLET AT RIM
Cl2.5
CI = CURB INLET
RIM = 10.13
RIM = RIM ELEVATION (SEE DETAIL),
INV SD2.2= 8.13
INV = PIPE INVERT AT BOX
J132.5
JB = JUNCTION BOX
INV SD2.2= 8.13
INV = PIPE INVERT AT BOX
Cl2.5
YI = YARD INLET
RIM = 10.13
RIM = RIM ELEVATION (SEE DETAIL)
INV SD2.2= 8.13
INV = PIPE INVERT AT BOX
PROPOSED ADVANCED DRAINAGE SYSTEM
N-12 CORRUGATED PLASTIC PIPE (CPP)
22
EXISTING CONTOUR DATA OBTAINED FROM JONES,
CNOSSEN, AND DOLLS ENGINEERING, PLLC
WETLANDS AS APPROVED BY THE US ARMY CORPS
. _
OF ENGINEERS
2�17.20
135 SWALE00
LEVEL SPREADER >`- O
a
125 LS-14 (TYP. - SEE DETAIL) ��0 O
���
136 C8
O^C/)
14.45 A. w
137 S-57 SWALE
�.
16.09
138 cc
124
16.37
CL LS-13 2382
13.05
139 Si ALE " r
0 123
a
C./ S-56
Ak
VVV 15.18
cc
147 122
� �2 �2
A. +.. .M A. 44 +1. J. A,15.3 a4 aL aG a►a W
146 CL 121
A.
017.9CL 8 LEVEL SPREADER ll
148 120
(TYP. - SEE DETAIL) O
v
142 145 118 117 116
149 115 .27 p�
S ALE
I r
119 W �..".�
143 LS-12
144 150 5-55 �
1
16.2
CL
160
18.96 cc 1 114 eon*)
cc 159 151 ��,)1`
�(�
� 152 13.11
158 CL
A A A O
15.93 110 E--�
157 �� CL . A A
113 N ►�
156 .. .. .. A. �
32 153111 r--1
17.93
CL
164
165
162
STORMDRAIN DATA TABLE
STORM
PIPE
PIPE DIA.
PIPE LENGTH
LENGTH
SLOPE (%)
INV IN. (FT)
OUT
DRAIN ID
TYPE
(IN)
(FT)
MBC -1
RCP
18
30
0.50
17.20
17.05
MBC -2
RCP
18
6
0.50
17.05
17.02
NOTES:
1. ALL PIPES SHALL BE BEDDED, HAUNCHED AND BACKFILLED PER
MANUFACTURERS RECON04ENDATION FOR PIPE CONSTRUCTED WITHIN
TRAFFIC AREAS WITH H2O LOADING.
2. MINI BOX CULVERT IS EQUIVALENT TO 18" RCP. SEE DETAIL FOR ACTUAL
DIMENSIONS.
SCALE: 1 " = 60'
0 30 60 120 180
167
S-59
166
161
SEE
SHEET C2
155 CL y
109
017.2
CL 5A(f
ti
CL p 112
cc 6 154 C 1 9 8 •-_
H
73 97
10 8
1�E 18.14
CLA A
74
96 107 A, Date: _ 3/28/07
17.57 99 Scale: 1 " = 60'
CL •
76 0 106 ` Drawn By: BSH
77 Checked By: DBB/F,MN
t .84 1 5
95 100 C CL
CO
78 2
79 9 13.97
101
CL
S-49 THIS PLAN IS NOT ISSUED FOR
y y A yCONSTRUCTION WITHOUT AFFIXED
15.80
CORPORATE SEAL.
80 Cc 93
11.82 105 ... .. .. . .. A. y
15.64 SWALE 102
CCA A A A A ♦► d' e I
S-50
-
EL _
1 729
8 9 2 104 O A A ;�,�
10 3 -_. .,'��, IN
14.40 A A i'oj' D....�
SWALE --°/�oas4f�f'o°''
11.22
SWALE
L S -9
C3
This wing shall not be reproduced in
whole or in part without written ermission of
Bowman Design & Engineering Services, PA
PROJECT NO. 2500.02

Bowman Design & Engineering
This wing shall not a reproduced in
whole or in part without written permission of PROJECT NO. 2500.02
-Services, PA

Bowman Design & Engineering -Services, PA PROJECT NO. 2500.02

19
20
21
SCALE: 1 = 50'
0 25 50 100 150
VEGETATED SWALE
--�_-�1 S-17 (TYP. - SEE DETAIL)
24.17 SWALE � 25.40
`'"" CC
23.78 25.71
SWALE CL 25.40
cc
S-16
POND
EMERGENCY
SPILLWAY �.
(SEE DETAIL)
POND OUTLET !
STRUCTURE
W/ 20 LF 18" CPP AND
30' VEGETATED .
FILTER
I& Al
MATCH PROPOSED
DITCH TO EXISTING -- "'
GRADE
,& A.
CI7.2
RIM = 26.66
INV SD7.1 = 22.33
INV SD7.2 = 22.08
26.03 X
CL
C17.1
RIM = 25.63
INV SD7.1 = 22.88
23
22
FUTURE SITE OF
TOWN CREEK
ELEMENTARY
SCHOOL
11 10
9 g
JB7.1
INV SD7.2 = 20.88
INV SD7.4 = 21.13
INV SD7.5 = 20.38
pAd'-"y-]r'F
S C
D.R.
STORMWATER 27.78
POND 6 (PP = � ci
24.25, TP = 25.25)
INV = 21.20
5
ON 3
w
JB6.1 6 2
INV SD6.2 = 21.58
INV SD6.3 = 21.58
7
sd6
2 025.98
CI6.2 CL
RIM = 25.44
INV SD6.1 = 22.46
INV SD6.2 = 22.21 0 26.57
CI7.3 J'� CL
6' j
RIM = 25.64 25.74
INV SD7.3 = 22.89 CL CI6.1
RIM = 25.44
tl'd INV SD6.1 = 22.69
FES #7
2-40LF
C17.4 24" CPP
RIM = 25.64
INV S137.3 = 22.74 26'
INV SD7.4 = 22.74 '
27
28 STORMWATER
29 POND 7 (PP =
32 31
30
33
74 34 INV = 18.50
SDI •g
73 35
YI7.1
RIM = 26.00
INV SD7.5 = 19.63
'72 5�10\1 INV SD7.7 _ 20.38
INV SD7.8 = 19.63
36
71 CI7.5 D16
RIM = 25.67 C17.6
INV S137.6 = 22.92 25.97 RIM = 25.67 37
CL INV SD7.6 = 22.77
INV SD7.7 = 22.77
3
70 8
69
43
42
41
CI7.8
68 RIM = 27.41
INV SD7.10 = 22.42
67 ��� 39
66 .�� zs.osx
CL
q
65 27.92
CLx
64
CI7.7
RIM = 27.70
63 INV SD7.9 = 23.72
23.00, TP = 25.00)
INV = 18.56
28.10
CL
1
24
POND
EMERGENCY
SPILLWAY
---� (SEE DETAIL)
45
21.75
46/ SWALE
CI7.12
RIM = 26.88
[NV SD7.14 = 20.42
INV SD7.15 = 19.92 5-12
S-14
oN
110
NU
M
NU
NU
I
M SEE SHEET C5
NU
VEGETATED SWALE
(TYP. - SEE DETAIL)
POND OUTLET
STRUCTURE
W/ 2 - 20 LF 18" CPP AND
30' VEGETATED FILTER
PROPOSED DITCH
-MATCH PROPOSED
DITCH TO EXISTING
GRADE
27.28
CL 2 - 105 LF
� 47 36" RCP
,mob
48 m
.I� SD7.3 , '
CI7.9
RIM = 27.41 JB7•2 `rn,
INV S137.9 = 21.67 INV SD7.12 = 22.67 "U
INV SD7.10 = 21.67 INV S137.13 = 22.42 24.84 x
INV S137.13 = 21.42 �� cc
INV SD7.14 = 21.42 51 50 49
N
C17.l 1
RIM = 26.36 00
INV SD7.11 = 23.46 N U
INV S137.12 = 23.46
d
x 28.38 -'
CL
C17.10
6
NV S13136
_ 23.61 \
62
61
60
59
58 I 57 I 56 I 55 � 54
SEE SHEET C5
STORMDRAIN DATA TABLE
STORM
PIPE
PIPE DIA.
PIPE
LENGTH
SLOPE (%)
DRAIN ID
TYPE
(IN)
T
SD-6.1
HDPE
15
30
0.75
SD-6.2
HDPE
18
125
0.50
SD-6.3
HDPE
18
75
0.50
NOTES:'
1. ALL PIPES SHALL BE BEDDED, HAUNCHED AND
BACKFILLED PER MANUFACTURERS
RECOMMENDATION FOR PIPE CONSTRUCTED WITHIN
TRAFFIC AREAS WITH'H20 LOADING.
2. ROOF DRAINS WILL BE DIRECTED TO THE
PERMITTED STORMWATER SYSTEM.
STORMDRAIN DATA TABLE
STORM
DRAIN ID
PIPE
TYPE
PIPE DIA.
(IN)
PIPE
LENGTH
SLOPE (%}
SD-7.1
HDPE
15
110
0.50
SD-7.2
HDPE
18
240
0.50
SD-7.3
HDPE
15
30
0.50
SD-7.4
HDPE
15
190
0.85
SD-7.5
HDPE
24
150
0.50
SD-7.6
HDPE
15
30
0.50
SD-7.7
HDPE
15
120
1.99
SD-7.8
HDPE
24
90
1.25
SD-7.9
HDPE
15
135
1.50
SD-7.10
HDPE
15
30
2.50
SD-7.11
HDPE
15
30
0.50
SD-7.12
HDPE
15
105
0.75
SD-7.13
HDPE
18
200
0.50
SD-7.14
HDPE
18
100 1
1.00
SD-7.15
HDPE
24
170
0.80
NOTES:
1. ALL PIPES SHALL BE BEDDED, HAUNCHED AND
BACKFILLED PER MANUFACTURERS
RECOMMENDATION FOR PIPE CONSTRUCTED WITHIN
TRAFFIC AREAS WITH H2O LOADING.
2. ROOF DRAINS WILL BE DIRECTED TO THE
PERMITTED STORMWATER SYSTEM.
s
LEGEND
SWALE DATA TABLE
(5:1 SIDE SLOPES)
SWALE ID
LENGTH
(FT)
LOGITUDINAL
GRADE (%}
S-12
219
1.15
S-14
450
0.75
S-16
139
1.16
S-17
246
0.50
15.82
PROPOSED ELEVATION FOR
CL
CENTERLINE OF ROAD AT TOP OF PAVEMENT
15.82
PROPOSED ELEVATION FOR
cc
CURB CUT AT EDGE OF PAVEMENT
15.82
SWALEO
PROPOSED ELEVATION FOR
SWALE AT CENTERLINE
15.82
PROPOSED ELEVATION FOR
CI
CURB INLET AT RIM
Cl2.5
CI = CURB INLET
RIM = 10.13
RIM = RIM ELEVATION (SEE DETAIL),
INV SD2.2= 8.13
INV = PIPE INVERT AT BOX
JB2.5
JB = JUNCTION BOX
INV SD2.2= 8.13
INV = PIPE INVERT AT BOX
Cl2.5
YI = YARD INLET
RIM = 10.13
RIM = RIM ELEVATION (SEE DETAIL)
INV SD2.2= 8.13
INV = PIPE INVERT AT BOX
PROPOSED ADVANCED DRAINAGE SYSTEM
N-12 CORRUGATED PLASTIC PIPE (CPP)
22
EXISTING CONTOUR DATA OBTAINED FROM JONES,
CNOSSEN, AND DOLLS ENGINEERING, PLLC
. . _ . .
WETLANDS AS APPROVED BY THE US ARMY CORPS
OF ENGINEERS
Revisions
12/10/07 - Modified Swales
S-16 & 17 / Updated Swale
Data Table / Revised
Stormdrains SD-7.9 - SD7.15
& Removed SD-7.16 / Updated
Stormdrain Data Table
6
H �
t�
O
w �
H
U
H U
Date: 3/28/07
Scale: V = 50'
Drawn By: BSH
Checked By: DBB/EMN
THIS PLAN IS NOT ISSUED FOR
;ONSTRUCiION WITHOUT AFFIXED
CORPORATE SEAL.
♦ s
s
SEAL.
- 6729
Zr
,ion'
i011
C6
.t ms arawmg snau not oe reproaucea m
whale or in hart without written nermission of
Bowman Design & Engineering Services, PA

PROPOSED DITCH
STORMDRAIN DATA, TABLE
STORM
PIPE
PIPE DIA.
LENGTH
SLOPE (%)
DRAIN ID
TYPE
(IN)
FT
SD-9.1
HDPE
15
30
0.50
SD-9.2
HDPE
18
175
0.50
SD-9.3
HDPE
18
55
0.50
SD-9.4
HDPE
15
30
2.00
SD-9.5
HDPE
18
90
0.80
NOTES:
1. ALL PIPES SHALL BE BEDDED, I-IAUNCHED AND
BACKFILLED PER MANUFACTURERS
RECOMMENDATION FOR PIPE CONSTRUCTED WITHIN
TRAFFIC AREAS WITH H2O COADING.
2. ROOF DRAINS WILL BE DIRECTED TO THE
PERMITTED STORMWATER SYSTEM.
LEGEND
15.82
PROPOSED ELEVATION FOR
CL
CENTERLINE OF ROAD AT TOP OF PAVEMENT
15.82
0
PROPOSED ELEVATION FOR
CC
CURB CUT AT EDGE OF PAVEMENT
15.82
SWALE)K
PROPOSED ELEVATION FOR
SWALE AT CENTERLINE
15.82
PROPOSED ELEVATION FOR
C1
CURB INLET AT RIM
Cl2.5
CI = CURB INLET
RIM = 10.13
RIM = RIM ELEVATION (SEE DETAIL),
INV SD2.2= 8.13
INV = PIPE INVERT AT BOX
J132.5
JB = JUNCTION BOX
INV SD2.2= 8.13
INV = PIPE INVERT AT BOX
Cl2.5
YI = YARD INLET
RIM = 10.13
RIM = RIM ELEVATION (SEE DETAIL)
INV SD2.2= 8.13
INV = PIPE INVERT AT BOX
PROPOSED ADVANCED DRAINAGE SYSTEM
N-12 CORRUGATED PLASTIC PIPE (CPP)
22
EXISTING CONTOUR DATA OBTAINED FROM JONES,
i
CNOSSEN, AND DOLLE ENGINEERING, PLLC
. . _ . .
WETLANDS AS APPROVED BY THE US ARMY CORPS
OF ENGINEERS
SCALE: 1 " = 50'
0 25 50 100 150
SEE
SHFFT CC,
SEE
SHEET C8 SEE
SHEET C8
POND
JRGENCY
[LLWAY
DETAIL)
POND OUTLET
STRUCTURE
W/ 2 - 20 LF 18"
CPP AND 30'
VEGETATED
FILTER
Revisions i
12/10/07 - Moved Pond 8
& Reduced Drainage Area for
Pond 9 / Regraded Mallard
Dr., Carver Cir. & Savage Ct.
& Revised Stormdrains for
Pond 9 / Updated Stormdrain
Data Table
Date: 3/28/07
Scale: 1" = 50'
Drawn By: BSH
Checked By: DBB/EMN
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
'l Ins drawing shall not be reproduced in
whole or in part without written permission of
Bowman Design & Engineering -Services, PA
C7
PROJECT NO. 2500.02

1V Y\16FVVK 111
PROJECT NO. 2500.02
whole or in part without wrn en permission of
Bowman Design 8z Engineering Services, PA
--

Bowman Design & Engineering'Services, PA

.00
N76010'6"W 0
10.82'
� o
'V48011'137E
132.64°
41
S1g°�g'Ogt,
13.2 I�r
POND 1 PERMANENT
POOL DETAIL
NOT TO SCALE
N04015'01 "W 00
135.M �9S-s%
(30
00
+-a (1 N o
165'
O v.
PP POOL
N ELEV. = 23.0000
�. I=
15901 "E
135-W
POND 2 PERMANENT
POOL DETAIL
NOT TO SCALE
NOO°W00"E
35.00'
6 00.
0 0 89S . �1
/I ti el",
cA
a -a � to
ON
.-,
199
PP POOL
ELEV.
= 20.00
0
b
SOO°00'QO"E gf1
35.00'
POND 4 PERMANENT
POOL DETAIL
NOT TO SCALE
OwSt
��9 7,Q `9 s •£��e
b
h o�
t-,,A
J' v�
sr -
L =17.02'
R = 65.00
L = 3.93'
R = 15.00
L=15.08`
R =10.00
N70016'05"W
15.21'
L=15.08'
R = 10.00
p0 SI��
,g S rem
s
o �o
In o
h
as
180'
c4
�s
I°
,ro
o
;6
PP POOL
ELEV.
23.00
0
00 . S t �,° � p0
�9s'£Z-�.
POND 3 PERMANENT
POOL DETAIL
NOT TO SCALE
N16°0g1
114.831 E
823o,
rr rvvl
2s�� ELEV. = 24
I4.83, 1V
POND 5 PERMANENT
POOL DETAIL
NOT TO SCALE
160'�
Apo
.R=10
S70016'05"E
29.90'
Slb°4,1,1t�"�
v
1610 UO
POND 7 PERMANENT
AT I .
�ti9
y p.00
180`
A"9007,
\3 21'
o PP POOL
CA ELEV. = 24.00
oA
�? „
S01021°53 E
159.13'
POND 9 PERMANENT
00.0
.L sf ��� FREEBOARD
ELEV. (SEE POND
DATA TABLE)
W°
a�
N_
O � W
POOL DETAIL
NOT TO SCALE
r--FOREBAY
00
N88038'07"E
13.56'
1-15 0
�o
R�
10' FREEBOARD
ELEV (SEE POND
DATA TABLE)
CONTRACTOR TP (SEE POND DATA TABLE)
TO PROVIDE
-
3.5" X 30" OPENING
r BERMUDA 3•Now.CP
•' -
(SEE DETAIL) o
o SOD (TYP) jo 51
STORMWATER POND
PP (SEE POND DATA TABLE)
::=4:. f
,moo• OUTLET STRUCTURE
10:1 VEGETATIVE SHELF
(SEE DETAIL)
POOL DETAIL
NOT TO SCALE
6NjSOS622o
©0 1422?
N
900 � ` ,, FREEBOARD ELEV. (SEE T MIN
POND DATA TABLE)
ao
.Da
149'
o
o
o
0
.
• o
cM .-�
to
tpG
47
T°
a
o A
PP POOL
ELEV.
o ©
St
= 20.50
.
iry
-0.
=2I
££-7
S19003'38"E
14.27'
POND 10
PERMANENT
POOL D ETA I L
NOT TO SCALE
CONTRACTOR TO
PROVIDE BERMUDA
SOD (TYP)
to 10:1 VEGETATIVE SHELF
:+. CV
SEDIMENT j ELEV. C s;
CLEANOUT (SEE POND
ORIFICE ' 10:1 VEGETATIVE SHELF
DATA TABLE) ,t'
LEVEL (SEE OUTLET (0.5' ABOVE & BELOW PP)
ELEV. A V MIN. STRUCTURE
(SEE POND w DETAIL)03
DATA TABLE)
SEDIMENT CLEANOUT LEVEL
ELEV. B SEE POND DATA TABLE 1° MIN. OUTLET PIPE
(SEE POND DATA TABLE
FOR SIZE AND INVERT)
NOTE: 6:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES
(SEE WETLAND SPECIES TABLE)
PROPOSED STORMWATER POND 8 CROSS-SECTION
NOT TO SCALE
FOREBAY 3:1 TO EXIST
GROUND
FREEBOARD ELEV
(SEE POND DATA TABLE)
TP (SEE POND DATA TABLE) SZ
low- _01111- 3' : K STORMWATER POND
OUTLET STRUCTURE
10PP (SEE POND DATA TABLE) �... (SEE DETAIL)
6:1 VEGETATIVE SHELF
ELEV. C Co' 6:1 VEGETATIVE SHELF
N
EE POND ORIFICE
DATA TABLE SEE OUTLET
ELEV. A )
(SEE POND STRUCTURE
DATA TABLE) w DETAIL)
j OUTLET PIPE
(SEE POND DATA TABLE
FOR SIZE AND INVERT)
ELEV. B SEE POND DATA TABLE
NOTE: 61 SHELF TO BE VEGETATED WITH WETLAND SPECIES
(SEE WETLAND SPECIES TABLE)
PROPOSED STORMWATER POND CROSS-SECTION
POND DATA TABLE
POND 1D
PERM. POOL
ELEV. (FT)
TEMP. POOL
ELEV. (FT)
FREEBOARD
ELEV. (FT)
ORIFICE
SIZE (IN)
OUTLET
PIPE SIZE
(IN)
OUTLET
INVERT IN
(FT)
OUTLET
INVERT
OUT (FT)
ELEV. A *
(FT)
ELEV. B *
(FT)
ELEV. C *
(FT)
ELEV. D **
(FT)
ELEV. E **
(FT)
ELEV. F **
(FT)
1
23.00
25.00
26.50
1.50
24
22.00
21.50
17.00
17.00
21.33
21.50
22.00
21.92
2
3
23.00
23.00
25.00
24.50
26.50
26.00
2.00
1.50
24
24
22.00
21.50
22.00
21.25
16.50
17.00
16.50
17.00
21.33
21.33
22.00
21.25
22.50
21.75
22.42
21.67
4
20.00
22.00
24.50
2.00
18
19.00
18.75
13.50
13.50
18.33
18.75
19.25
19.17
5
19.00
21.00
22.50
1.00
18
18.50
18.25
13.00
13.00
17.33
18.25
18.75
18.67
6
24.25
25.25
26.50
1.00
is
22.75
22.50
20.25
20.25
22.58
22.50
23.00
22.92
7
23.00
25.00
26.50
2.00
2-18
22.50
22.00
17.00
17.04
21.33
22.00
22.50
22.42
8
22.00
24.21
27.00
3.00
24
22.00
21.75
10.00 - B,
12.00 - SC
10.00 - B,
12.00 - SC
21.50
21.75
22.25
22.17
9
23.50
25.50
27.00
1.00
2-18
23.00
22.75
18.50
17.50
21.83
22.75
23.25
23.17
10
20.50
22.50
25.00
1.25
24
19.50
19.25
15.50
14.50
18.83
19.25
19.75
19.67
* SEE STORMWATER POND CROSS SECTION FOR ELEVATION LOCATIONS ** SEE VEGETATED FILTER DETAIL FOR ELEVATION LOCATIONS NOTE: B = BOTTOM OF POND, SC = SEDIMENT CLEANOUT LEVEL
S44036'36"E
DO ' g vo% 20.00'
st
POND 5 PERMANENT
POOL DETAIL
This drawing shall not be reproduced in
whole or in part without wntten ssion of
Bowman Design & Engineeringces, PA
WETLAND
PLANTS
SCIENTIFIC NAME
NOTES
SCIENTIFIC NAME
COMMON NAME
COMMON NAME
NOTES
PELTANDRA VIRGINIA
FULL SUN TO PARTIAL
PONTEDERIA CORDATA
FULL SUN TO PARTIAL
ARROW ARUM
SHADE
PICKERELWEED
SHADE
SAGGITARIA LATIFOLIA
AGGRESSIVE COLONIZER
SCIRPUS VALIDUS
FULL SUN. AGGRESSIVE WEEDY ALIENS
ARROWHEAD/DUCK POTATO
SOFT -STEM BULRUSH
SUCH AS P. PERFOLIATUM
ANDROPOGON GLOMERATUS
REQUIRES FULL SUN
POLYGONNUM SPP.
FAST COLONIZER. TOLERANT OF
BUSHY BEARDGRASS
SMARTWEED
FLUCTUATING WATER LEVELS.
SAURURUS CERNUUS
RAPID GROWTH. SHADE
ZIZANIA AQUATICA
PREFERS FULL SUN.
LIZARD'S TAIL
TOLERANT.
WILD RICE
TO ENSURE SUCCESSFUL PROPAGATION AND SURVIVABILITY, CONTACT A LOCAL AGENCY SPECIALIZING IN WETLANDS, SUCH AS THE NATURAL
RESOURCE CONSERVATION SERVICE (NRCS), THE NC COOPERATIVE EXTENSION OFFICE, OR A LOCAL NURSERY.
WETLAND SPECIES TABLE
N20°4
29.5252��
L = 25.95'
R = 10.50
N M
M
��
0o
L =1.32'
R = 10.50
J
o�
tnC?
o�
L = 22.01'
R = 29.50
L=120.28'
R = 630.50
POND 8 PERMANENT
POOL DETAIL
NOT TO SCALE
OVERFLOW WEIR
ELEV. (SEE EMER. SPILLWAY DATA TABLE)
1 IKIM IAII'rU f4 wre Q 01F5 nArf T!G Tn Tf1D nt` o'NkIn
(PONDS 1 '7 9 � 1 Q� SEA! WATER -TIGHT BETWEEN
y PIPE AND CATCH BASIN PP ELEV. (SEE
NOT TO SCALE POND DATA TABLE)
B
PRECAST CONCRETE POt�S�OP�
A A
TIE TO FREEBOARD
ELEV. (SEE POND DATA TABLE)
B
MANHOLE FRAME AND GRATE PLAN VIEW
TEMPORARY POOL ELEVATION FOR PONDS
1-7, 9, 10 (SEE POND DATA TABLE) TRASH GUARD
#4 REBAR 4" O/C AS REQUIRED --+�•�
3.5" x 30" OPENING FOR POND 8 ONLY 6"
TEMP. POOL ELEV. = 24.14 8"
PERMANENT POOL ELEVATION -�MIN. 9.5"
(SEE POND DATA TABLE)
AS REQUIRED
6" S REQUIRED AS
SGH. 80 PVC ORIFICE AS REQUIRED REQUIRED
2 -TEES WITH SEALED PLUGS OUTLET (SEE POND
PIPE (HOPE) DATA TABLE) '
(SEE POND DATA TABLE FOR SIZE)
V M
4" SCH. 80 PVC kf ; �....'
INVERT ELEV. (SEE
SEALED PLUG :. ::;... .... �.. _
• .? ~ t, > , :� �: ,c _„ ND DATA TABLE) '
41-.G.C.. 7'�i i _,..?�'$• i - F es :a` �T -• - n ,,.';> k � • yy :�^:r. ;:y. y; �F:,/ �nc ` ^ � ;_ j:
.»:••:4..'?•:t.,•; r-?;''tc. �•...-+f .t: x..:.R; f35�•' ;'r�;•i-? ;t;:::r': `,.::4 t. ��Fd:•'•C�=.t�. i '.-'Y'?•..'- :•"r'.'• �i:i','%::: �. .� 7;,'i2f'
,• .„`.-�:",; CRUSHED
�;,CRUSHED STONE ::.ter=4zK �: -y
FILL TO INVERT
��... ,,......,, . ,: �4 ••• .: .z
%;it"•.� a r':-is,. ,ay». � -ti-�.i cam- ,,. uaf. -,;� ,;,,., e�•.r. ra.,ti•. .,.+a�
WITH CONCRETE COMPACTED SUBGRADE COMPACTED SUBGRADE
SECTION A -A SECTION B-8
STORMWATER POND OUTLET STRUCTURE
NOT TO SCALE
NOTES:
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS, AND TOP OF GRATE ELEVATIONS.
2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE TO POND OUTLET.
3. ALL PIPE OUTLETS AND INLETS MUST BE SEALED WATER -TIGHT BETWEEN PIPE AND CATCH BASIN.
4. THE BASIN MAY BE DRAINED BY REMOVAL OF THE 4" PVC PLUG IN THE OUTLET STRUCTURE OR BY
MEANS OF A GAS POWERED MUD HOG TYPE PUMP.
I-Ln►V Y1CVV •wr
OVERFLOW WEIR MIN 3:1
ELEV. (SEE EMER. SLOPE MIN 3:1
SPILLWAY WIDTH SLOPE
DATA TABLE)
•ice I�:# C'i=�=li'Is:
Revisions
4/5/07 - Revised permanent
pool elev. for ponds 10 & 11
per NCDENR comments.
12/10/07 - Revised Pond 8
& Removed Pond 11 /
Added Pond 8 Crosse -Section
Detail / Updated Pond Data
Table & Added Weir Info.
12/14/07 - Revised Pond
Cross -Section Details &
Added County SW Req. to
Pond 8
12/14/09 - Revised Pond 8
for Town Creek School
:r:" N
� � a wz
w w CO w°x
Q
W WAU
z U zi--4 L=11.94' �0--4� M O
R 29.50 = � C;'tt z
1:4
28.75' � 00
w WHO
X0a
p� �x
R = 10.50
SPILLWAY
TIE TO FREEBOARD
LENGTH (SEE MIN 3:1 ELEV. (SEE POND DATA TABLE)
EMER. SPILLWAY SLOPE
DATA TABLE)
MIN 3:1
SLOPE HEIGHT
(SEE EMER.
OVERFLOW WEIR ELEV. SPILLWAY DATA
(SEE EMER. SPILLWAY TABLE)
DATA TABLE)
SECTION B-B' PROFILE OF
SPILLWAY
POND EMERGENCY SPILLWAY
NOT TO SCALE
EMERGENCY SPILLWAY DATA TABLE
POND ID
OVERFLOW
WEIR ELEV.
(FT.)
WEIR HEIGHT
(FT)
WEIR LENGTH
(FT)
1
25.50
1.00
14.00
2
25.50
1.00
18.00
3
25.00
1.00
14.00
4
23.50
1.00
18.00
5
21.50
1.00
7.00
6
25.75
0.75
6.00
7
25.50
1.00
18.00
8
24.50
1.00
22.00
9
26.00
1.00
5.00
10
24.00
1.00 1
7.00
U
H O
H
z
w
Pm4
V�Ol
V
W
Date: M8/07
Scale: NTS
Drawn By: BSH
Checked By: DB13/EMN
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL
���tttei�err► �i
r
�.r r
AL "
w
1641
1
CIO
PROJECT NO. 2500.02

CENTERLINE DITCH
LEVEL SPREADER DATA TABLE
SWALE ID
ELEV. A
ELEV. B
ELEV. C
LS-1
13.45
13.95
13.87
LS-3
15.12
15.62
15.54
LS-4
13.50
14.00
13.92
LS-5
11.75
12.25
12.17
LS-6
12.92
13.42
13.34
LS-7
11.00
11.50
11.42
LS-8
11.57
12.07
11.99
LS-9
11.22
11.72
11.64
LS-12
10.27
10.77
10.69
L S-13
13.05
13.55
13.47
LS-14
14.45
14.95
14.87
LS-15
15.90
16.40
16.32
LS-16
16.72
17.22
17.14
LS-17
17.92
18.42
18.34
LS-18
18.71
19.22
19.14
LS-19
1 18.67
1 19.17
1 19.09
EXCAVATE 4" X 24" TRENCH FILL
ESTABLISH VIGOROUS WITH CLEAN WASHED STONE
VEGETATIVE GROWTH ON
SLOPE, BANKS AND CHANNEL PULL SLOPES BACK TO BLEND
INTO TOP OF RAILROAD TIE GROUND SURFACE ELEV.
DOWNSTREAM OF RAILROAD
ELEV. Ca-) TOP RAILROAD TIE TIE (SEE "ELEV. C" OF LEVEL
(SEE "ELEV. B" OF LEVEL S�Opti SPREADER DATA TABLE)
IIII ' (I I- SPREADER DATA TABLE) ELEV. FLOW ELEV. B VEGETATED FILTER
GROUND SURFACE _ {i/� _
_ -
ELEV. UPSTREAM OF _- ( = A 111=1 I I={ I I=III=) I I=
RAILROAD TIE (SEE
"ELEV. A" OF LEVELI-
SPREADER DATA
TABLE)
LEVEL SPREADER DETAIL
EDGE OF PAVEMENT
GROUT
NOT TO SCALE
q
N N ,
► '
3'-4"
3'-6"
FRONT VIEW
28-1 /16"
23-1/2"
ROLL CURB
TRANSITION
cn I
W GROUND SURFACE
CC ELEV. UPSTREAM OF
Q
> RAILROAD TIE (SEE -
"ELEV. D" OF POND
DATA TABLE)
I{ ��1 � � •
41 1i�.ti�i��i i 4,14
�_3000 PSI CONCRETE TO BE POURED
IN PLACE TO DIVERT OF MINI BOX
CULVERT
2" 1-2 ASPHALT
AGGREGATE BASE COURSE
M
U- >
W MIN 1-1/2"
r- z , M, va
II < UJ = -
z ii > 24"
�Wz
W o � _
o a. s_ M
c D •4 g� e .
A o
41
GROUT e' n
COMPACTED SUBGRADE TO
95% MOD. PROCTOR DENSITY
PROFILE VIEW
3000 PSI CONCRETE TO BE POURED
IN PLACE TO INVERT OF MINI BOX
CULVERT
ROLL CURB TRANSITION
28"
_z
'-q - �,> :►, ►, -_
D
�(
���
j��
((1
VALLEY INLET FRAME & GRATE
a
IJ
tJ
IJ
IJ
SIGMA FG-2065
- ,D
A '_D,A _'►
A
► Q
0000000
28y"Wx48"LX3-y"H
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' ► ' ► . ► -; ► - .
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0000 0D
000DDDD
v
LO
PRECAST BOX - NC -DOT 840.45
EXTERIOR DIMENSIONS: 3' x 4'-8" x 3.5'
o A' o s
n► ',► ' ► _ ' ►.
0000DDD
INTERIOR DIMENSIONS: 2' x 3'-8" x 3'
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GROUT
18"
PLAN VIEW
MINI BOX CULVERT: CURB INLET TO SWALE
NOT TO SCALE
This drawing shall not be reproduced in
whole or in part without wntten permission of
Bowman Design & Engineering -Services, PA
POND DATA TABLE
POND ID
OUTLET
PIPE SIZE
(IN)
ELEV. D *
(FT)
ELEV. E *
ffT)
ELEV. F *
(FT)
1
24
21.50
22.00
21.92
2
24
22.00
22.50
22.42
3
24
21.25
21.75
21.67
4
18
18.75
19.25
19.17
5
18
18.25
18.75
18.67
6
18
22.50
23.00
22.92
7
2-18
22.00
22.50
22.42
8
24
21.75
22.25
22.17
9
2-18
22.75
23.25
23.17
10
24
19.25
19.75
19.67
30'
EXCAVATE 4" X 24" TRENCH FILL
PULL SLOPES BACK TO BLEND WITH CLEAN WASHED STONE
ESTABLISH VIGOROUS INTO TOP OF RAILROAD TIE
VEGETATIVE GROWTH ON GROUND SURFACE ELEV. DOWNSTREAM
SLOPE, BANKS AND CHANNEL OF RAILROAD TIE (SEE "ELEV. F" OF
O
P� _ POND DATA TABLE)
•1 . �- i 1=
ELEV. VEGETATED FILTER
FLOW ELEV. E I Av _
Tlii T, II -i
,
, =III -III-{ I--- i^I i t-1 i t-i I I-i ► I-i I
-
ELEV. @ TOP RAILROAD TIE III I I I
(SEE "ELEV. E" OF POND DATA
TABLE)
VEGETATED FILTER DETAIL
NOT TO SCALE
INV i CO-
1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL
BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE
BANKS OF SWALES AND DISTURBED AREAS. WFIERE
SWALES CANNOT BE ADEQUATELY STABILIZED WITH
VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP
SHALL BE USED TO PROTECT BANKS.
2. WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5%, PULL SLOPES BACK TO BLEND
EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING INTO EXISTING TERRAIN, TYP. ---�
MATERIAL SHALL BE USED.
FRAME, GRATE & HOOD
N.C. D.O.T. STD #840.03
N
T-
Z_
CV
g\'OP� - 11'-6" MAX
I _I� - S�Op� 5• _ I I I i , �- (SEE SWALE TABLE)
I- -I
SWALE
NOT TO SCALE
MAnv n17 i+l 11730
f. a
A6'
NOTE:
SEE STORMWATER PLANS FOR SIZE AND ORIENTATION OF
PIPES, AND ELEVATIONS OF TOP OF PAVEMENT AND INVERTS.
CURB INLET
NOT TO SCALE
12" 8"
SECTION X
B
REA 1
AREA 2
A
MIN. 2" OR SPRINGLINE
x�
V
�/
4~
PLAN VIEW
%
PIPE DIAMETER + 2'
AREA 3
AS REQUIRED TO ACCOMMODATE
STORM DRAINS AND INLET FRAMES
FRAME & COVER
NOTES:
1. BACKFILL TO BE FREE OF ROCKS, FOREIGN MATERIAL, OR FROZEN EARTH.
2. BACKFILL COMPACTED TO:
A - 95% MAXIMUM DRY DENSITY UNDER ROADS, DRIVEWAYS, OR SIDEWALKS RIM ELEV.
_p
B - DENSITY BEFORE EXCAVATION, OR 90% MAXIMUM DRY DENSITY WHICH (SEE DESIGN PLANS)
EVER IS LESS, AND IN LOCATIONS NOT COVERED ABOVE.
3. BACKFILL COMPACTED IN MAXIMUM OF 8" LIFTS IN AREA 1 AND MAXIMUM 6"
LIFTS IN AREA 2 BY MEANS OF A MECHANICAL TAMPER.
4. AREA 3 SHALL CONSIST OF SAND, GRAVEL, OR NATIVE SOIL WHICH IS FREE
OF ROCKS, FOREIGN MATERIALS, FROZEN EARTH OR ORGANICS. WHERE
NATIVE SOIL IS DETERMINED ADEQUATE BY THE ENGINEER, NO EXCAVATION
BELOW BOTTOM OF PIPE IS REQUIRED. (ie. AREA 2 WOULD EXTEND TO
TRENCH BOTTOM.)
5. REFERENCE TO DENSITY BASED ON STANDARD PROCTOR AS DETERMINED
:...:.:.:....:.
12" #57
.:.:
.. .
BY AASHTO T - 99. (ASTM D - 698)
JUgJU
•' •• '
•
COMPACTED STONE
L1UL
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= • = -
•
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ODC
7D000ODODOOOOOOOOOOCiDOODC
3000000000000000000 DOOC
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)ODODDDOODDOODOODOO DODOC
�00000aooa0000DoaOoaooDDc COMPACTED
10000013000000000000613000C
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TRENCH BEDDING AND BACKFILL
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SUBGRADE
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'
SECTION B-B
SECTION A -A
NOT TO SCALE
NOTES:
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS,
AND TOP OF COVER ELEVATIONS,
B
2. SEE PLANS FOR ORIENTATION OF STORM
DRAINS RELATIVE
TO JUNCTION BOX.
SEAL WATER -TIGHT BETWEEN
PRECAST CONCRETE
PIPE AND CATCH BASIN
DRAINAGE STRUCTURE
A
JUNCTION BOX
A'
4" CONCRETE
POSTS
B'
PLAN VIEW
MANHOLE FRAME
AND COVER
AS
�REQUIRED�
RIM ELEVATION
INLET AREA }
f
18"
RIM ELEV.
SET AT FINISHED
'
•�
'•
(SEE DESIGN
GRADE
SEE PLAN VIEW
PLANS)
FOR LOCATION,
A
SIZE AND NUMBER
B
o
W_
'.
OF PIPES FOR
EACH
YARD INLET.
11
0
cc
C
Q
INVERT ELEV
3,000 PSI
(SEE PLAN VIEW)
_
3,000 PSI
CONCRETE TO
--CONCRETE TO
INVERT OUT
f '';: ;_. ; •:.' .::.. �... `.
�: • . •.:• ..
6"
.. J;.
#57 CRUSHED
,,^•
STONE
-:�;;�
•*i
12MIN"•
"
�:�>,
•�=c:
COMPACTED SUBGRADE
COMPACTED SUBGRADE
SECTION A -A'
SECTION B-B'
NOT TO SCALE
NOTE: TO BE USED WHERE WATER
IS TO FLOW AWAY FROM CURB
24" 6"
1-1 /2"R
1" •
SEE PAVEMENT 3"R
SECTION
14"
/8"R ;
2
7" 8"
DRAINAGE AWAY FROM CURB CLASS A CONC.
USE IN SPILL CONDITIONS)
24" 6"
CLASS A CONC. 1-1 /2"R
SEE PAVEMENT 1"3"R
SECTION
SLOPE
' 3"R •'•
1/8"R _
7" 6"
DRAINAGE TOWARDS CURB
i !'
I W, MAI ij
NOT TO SCALE
24"
18" 9"
b T>
O =
O .
CONCRETE
a
'°
PAVEMENT e �'
GRASS
O O
.a .
G O
.o ,
.4 F�
.4-
w*
a
d
• aY W W
W W W aY W
W W W W W
6�
CONCRETE FLU ME (WITHIN
THOROUGHFARE R )
NOT TO SCALE
1'TAPER 1'TAPER
4' CURB CUT
TOP OF CURB
CURB CUT (WITHIN
TRACT A R/W}
NOT TO SCALE
TOP OF PAVEMENT @
GUTTER LINE
5/10/07 - Removed Level
Spreaders LS-10 & 11.
12/10/07 - Removed Level
Spreader LS-2, & Modified
Level Spreader Detail /
Updated Pond Data. Table
C)
u
F� W
rT
rrF .. 4�
V1
u
I�
Date: 4/25/07
Scale: NTS -
Drawn By: BSti
Checked By: DRB
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
PROJECT NO. 2500.014"