SW1130702_APPROVED PLANS_20130814

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
fZD APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
A ()glw
WYYMMDD

r
Clrnn+...•n Tr,+.,1 /l..+l.,+ �:..., i ......ir. ,.r off_aai. ..r aarza��_ _r awn m •.___.
-771
TW = TOP OF WALL s'� - _
BW = BOTTOM OF WALL
EP = EDGE OF PAVEMENT
HP = RELATIVE HIGH POINT
CL = CENTERLINE OF DRIVE
CC = CURB CUT (FLOW LINE)
SPOT SHOT TERMS
HP
✓ / / op
to
/
�O
0
' P // ✓ // /` Na / ` `` 1 STORY
M-A�SONRY
✓ / ✓° / / / 'f c3` 2755.93 /
2754.75 /
OT X
ik W7i
Know what's below.
Call before you dig. / , //, , , h s� / Ilk
J / 2
GRAPHIC SCALE
30 0 15 30 60 12 ' '/ / /! f / / / ' "F/ ✓ es O� \ / t3
( IN FEET) / Fj`L / �� / 1
1 inch = 30 ft. 1" / / / / / ti1 / �Q1 SSA / /��c,� , �r, � DI 1 i F
� � S � S� �-3 � 2752.22 1
/ ! % I / I / / / / / / / / �,� / P RIM
P
ti S / F-
N
/` /IV / / // / ry f/ /` / f �' / / 2753.35 ` 'I
/ HP § X DI C
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KEY NOTES:
AO PROPOSED 248 L.F. RETAINING WALL. WALL IS TO BE DESIGNED
SO THAT IT IS CAPABLE OF WITHSTANDING 2.5 FEET OF WATER
FOR UP TO 5 DAYS AFTER IT RAINS AT THE BASE OF THE SAND
FILTER. SEE BMP PLAN FOR PROPOSED ELEVATIONS (SHEET
C4.2) WALL IS TO BE DESIGNED AND PERMITTED BY OTHERS.
�B PROPOSED 697 L.F. RETAINING WALL. WALL IS TO BE DESIGNED
AND PERMITTED BY OTHERS.
O INSTALL RIP RAP APRON AT PIPE OUTLET. SEE SIZING THIS
SHEET AND DETAIL 12/C9.0 FOR INSTALLATION DETAILS.
O PROPOSED CURB INLET "Cl" (NCDOT 840.01 - 1-2/C9.3), CURB
INLET FRAME AND GRATE (NCDOT 840.03 - 3-4/C9.3) ALONG
WITH DRAINAGE STRUCTURE STEPS (840.66) SEE DETAILS 5/C9.3.
O PROPOSED CONCRETE DROP INLET "DI" (NCDOT 840.14 -
8/C9.2), DROP INLET FRAME AND GRATE (NCDOT 840,16 -
9/C9.2) ALONG WITH DRAINAGE STRUCTURE STEPS (840.66) SEE
DETAILS 5/C9.2.
FO PROPOSED JUNCTION BOX "JB" (NCDOT 840.32 - 5/C9.4),
MANHOLE FRAME AND COVER (NCDOT 840.54 - 6/C9.4) ALONG
WITH DRAINAGE STRUCTURE STEPS (840.66) SEE DETAILS 5/C9.3.
DUE TO THE UNKNOWN ELEVATION OF THE ROOF HEADER SYSTEM
CONTRACTOR SHALL BE ADVISED OF THE CHANGE IN ELEVATIONS
WARRANTED BY SITE CONDITIONS.
O PROPOSED GRATED CONCRETE DROP INLET TYPE "A" FOR PIPES
THAT ARE 36" AND LARGER "LDI" (NCDOT 840.17 - 1-2/C9.4),
DROP INLET FRAME AND GRATE (NCDOT 840.24 - 3-4/C9.4)
ALONG WITH DRAINAGE STRUCTURE STEPS (840.66) SEE DETAILS
5/C9.3.
HO PROPOSED CONCRETE OPEN THROAT CATCH BASIN "OT" (NCDOT
840.04 - 6-7/C9.2), ALONG WITH DRAINAGE STRUCTURE STEPS
(840.66) SEE DETAILS 5/C9.3. STRUCTURE SHALL BE FURNISHED
WITH 2 INLET OPENINGS. OPENINGS SHALL BE ORIENTED
TOWARDS THE DRAINAGE SWALES. RIM ELEVATIONS SHOWN ON
STRUCTURE SUMMARY CHART SHALL BE OPEN THROAT
ELEVATIONS.
O PROPOSED SPUTTER BOX "SB 10" TO DIVERT FIRST 1" OF
RUNOFF INTO SAND FILTER #1. SEE DETAIL 8/C9.4 FOR
ELEVATIONS AND DETAILS.
O PROPOSED SAND FILTER #1 SEE DETAILS SHEET C4.2
KO CONTRACTOR SHALL REUSE EXISTING DI 13C BY GROUTING
CLOSED OLD DISCHARGE PIPE INVERT AND CUTTING NEW PIPE
INVERT IN. BOTTOM OF BOX SHALL BE GROUTED TO PROPOSED
NEW INVERT.
LO CONTRACTOR SHALL REALIGN EXISTING FRAME AND GRATE OF EX
Cl 22 TO MATCH PROPOSED CURB LINE.
MO CONTRACTOR SHALL CONNECT THE DOWN SPOUTS TO THE ROOF
DRAIN "RD" SYSTEM.
NO CONTRACTOR SHALL INSTALL DROP INLET/CATCH BASIN INLET
PROTECTION ON ALL CI, DI AND LDI. SEE DETAIL 7/C9.0.
From
UPI
To
downstream
Q,o
Total
Discharge
cA
Slope
FOR
Actual
Pipe
Diameter
In
Actual
Velocity
010
Length
Ft
Upstream
Invert
(From)
Ft
Downstream
Invert Pipe
(To) Material
Ft
Rim
Elevation
Ft
CV 2
CV 1
6.18
0.0050
18
5.01
94.53
2755.30
2754.83
1 CLASS IV RCP
OT 8
OT 7
6.64
0.0350
15
10.57
95.54
T 2747.46
2744.12
HDPE
2750.90
OT 7
OT 6
11.30
0.0050
24
5,83
209.41
2741.60
2740.55
HDPE
2748.25
OT 6
LDI 5
45.02
0.0050
36
8.22
83.48
2740.55
2740.14
HDPE
2749.05
LD15
1,1314
45.52
0.0050
36
8.23
263.36
2740.14
2738.82
HDPE
2755.49
LDI 4
FES 3
54.20
0.0050
42
8.62
76.29
2738.82
2738.44
HDPE
2755.43
SB 7 OT b
31.05
0.0200
24 12.58
1 94.22
2744A
2742.12
HDPE
2753.57
RD 14A
JB 14
0.86
0.0100
8
3.97
45.00
2754.25
2753.80
HDPE
2757.25
JB 14
C113
7.41
0.0490
15
12.31
95.04
2753.60
2748.94
HDPE
2757.05
C113
DI 12
12.40
0.0050
24
5.96
135.21
2748.94
2748.27
CLASS IV RCP
2752,22
DI 12
DI 11
17.10
0.0050
24
6.33
134.21
2748.27
2747.60
CLASS IV RCP
2752.22
DI 11
SB 10
30.74
0.0050
30
7.35
73.77
2747.60
2747.23
CLASS IV RCP
2752.22
SB 10
IIW 9
31.05
0.0050
1 30
7.34
3.50
2747.23
2747.21
CLASS III RCP
2752.05
RD 13B
RD 13A
0.86
0.01(10
8
1 3.97
1 45.33
1 2750.67
1 2750.22
HDPE
1753.34
RD 13A
CI 13
1.30
0.0200
8
5.70
65.00
2750.22
2748.92
HDPE
2753.34
RD 12C
Ri 12A
1.30
0.0150 8
1 5.12
55.21
2750.67 2749.84
HDPE
2753. -4
RD 12A
ll[ 12
2.59
0.0200 10
6.78
65A0
2749.84 2748.54
HDPE
2753.34
RD 12B
RD 12A
1 1.30
1 6.00 1 36.12
2750.67 2749.84 HDPE
2753.34
EX DI 13C
CI 13
2.47
0.0050 15
1 3.98 68.17
1 2749.32 2748.98
HDPE
2752.76
RD 11C
RD 1113
1 0.68
0.0800
8
8.26
50.00
2754.33
2750.33
HDPE
2757.00
RD I l B
RD 11 A
1.54
0.0100
l0
4.59
50.00
2750.33
2749.83
1 HDPE
2753.34
RD IIA
1011
1 3.27
1 0.0300
1 10
8.36
b5.00
2749.83
2747.88
1 HDPE
2753.34
RD 11D
RD 11A
0.86
0.0125
1 8
4.32
b6.33
1 2750.671
2749.84
HDPE 2753.34
DI I IF
DI VE
1 6.24 1 0.0050 1 18
2748.51 2748.10
HDPE
2752.22
DIIIE
DI11
7.66 0.0056 18.18
B28'
2748.10 2747.65
HDPE
2752.22
RD 17F RD 17E 0.68 0.0100 8 3.74
50.00
2752.60
2752.10
HDPE
2755.26
RD 17E
RD 17D
1.54
0.0100
1 10
4.59
50.00
2752.10
2751.60
HDPE
2755.72
RD 17D
RD 17A
2.84
0.0200
10
6.93
62.21
2751.60
2750.36
HDPE
2756.18
RD 17A
DI 17
5.00
0.0100
15
6.16
17.00
2750.36
2750.19
HDPE
2756.74
Di 17
D1 16
5.37
0,0100
15
6.27
244.30
2749.99
2747.54
HDPE
2755.55
DI 16
DI
1 6.28
0.0100
15
1 6.50
1208.54
2747.34
2745.26
HDPE
2754.94
RD 17C
RD 17B
0,86
OA200
8
5.14 50.00 2754.00
2753.00
IIDPE
2757.11
RD 17B
RD 17A
2.16
0.0487
10
9.01 54.12 2753.00
2750.36
HDPE
2756.93
RD 16E
RD 16D
0.86
0.0125
8
4.32
50.00
2754.20
2753.58
HDPE
2757.05
RD 16D
RD 16A
2.16
0.0125
10
5.43
56.48
2753.58
2752.87
HDPE
2757.05
RD 16'
DI l6
3.89
0.0500
12
10.55
21.47
2752.87
2751.80
HDPE
2756.70
RD 16C
RD 16B 0.86
0.0125
8
4.32
50.00
2753.93
2753.31
HDPE
2757.05
RD 16B
RD 16A 1 1.73
1 0.0125
1 10
5.14
L 34.86
1 2753.31
2752.87
I HDPE
1 2756.85
RD 4A
D14 1 1.54 1 0.0250
10 6.45
89.61
17 4.00
2751.76 HDPE
2757.05
EX CI 27
DI 26
4.21
0.0256
18
8.44
117.00
2748.51
2745.52
EX RCP
2755.41
DI 26
DI 25
6.87
0.0259
24
9.66
163.41
2745.52
2741.29
EX RCP
2753.72
DI 25
EX C1 21A-B
11.03
0.0234
30
10.48
260.16
2741.29
2735.20
EX RCP
2753.49
EX C121A-B
EX HW 20
41.77
0.2995
30
38.00
100.24
2735.20
2705.18
EX RCP
2747.70
C126A
0126 0.93
0.0050
I5
3.16 59.41 2751.19 12750.90
HDPE
2754.63
SB 31
DI 25
4.16
Q0050
1 15
1 4.54
166.30
2742,14
2741.31 HDPE
2747.76
,
E
CI 32
SB 31
2.81
0.0650
12
10.75
13.94
2746.45
2745.54
CLASS IV RCP
2748.89
5B 31
FES 30
4.16
0.0050
15
4S41
21.92
2744.31
2744.25
CLASS 1V RCP
2747.76
EX CI 21C
EX CI 21A-B
9.23
0.0613
15
14.17
129.00
1 2743.11
2735.20
EX RCP
2749.51
JB 24
CI 23
8.51
0.0160
15
8.28
162.68
2750.00
2747.40
HDPE
2756.25
CI 23
EX CI 22
9.74
0.0080
18
6.61
79.91
2747.15
2746.51
HDPE
2752.48
EX C122
EX CB 21A-13
10.10
0.0178
30
9.25
210.00
2742.86
2739.12
EX RCP
2752.24
DI 20A
EX CB 21A-B 2.69
0.01
1 15 5.25
16.22 1 2742.06
L2741.90.
I HDPE 2745.50
TSB #1
33.63
0.01
30 10.37
86.81 2743.00
2742.13
CMP
TEMP DI 5 TEMP CV SA
45.52
0.01
30 1 11.58 89.33 1
2740.14 12739.02
HDPE
l'LMP Dl 4 1'E�:P CV 4A 11.71 0.0.5 1S 13.93 97,1.5 2747.29 2742.44 HDPE
TSB #2
38.87 0.01 30 1
10.34
100.00
2739.00 2738.00 CMP
1. HDPE PIPE SHALL BE ADS N-12 SMOOTH SURFACE INTERIOR PIPE WITH SOIL TIGHT JOINTS.
2" NOTICE DOWNSTREAM INVERTS OF ROOF DRAINS WILL VARY DEPENDENT UPON INSTALLED SLOPE.
STORM SEWER PIPE AND STRUCTURE SUMMARY
EX. 1-STORY STUCCO & METAL
208,890.0 SQ.� FT.
oo FFF = 2757;�4C0
X X X X X X
W C P LJ W _ W W W
FP9
�
c � EC � � EC � 6 I � EC � i /f � � ,• `."" -` � �� � "."�' � I / / / � \ t",
J8 24
2751.94
A F PO ENTIAL RO F HEADER LINE li� ill
OACT SIZEIAND LOCATION
1I ` I ' UNKNOWN)
_L---__.--.-_.- -1I�
Ln
r 27 a �''
/ 5 2 �--�-�
__---X_
2753.9 2752.7
L/ EX EP EX EP
// / 0. _ - _.-. EX A'P1 PhT
PROPOSED EX. CI 21C
\ b4
v �, 2757.34� ° NT�3��
BUILDING ,2752.5 Iv z7a1
\ °
I ± 1.'01000 S F v 2 .78
~' QI I s / / , I PROP 0 FFE - �7,f P !/ 2753.29 27
__... . • I / o ! i O ,� .. 52.55 I \ E X.
-- 27 00 / / ' / � 1 � / O s 2USH �
>F � "� EP FLUSH w/ SWz752.35
2760_ , f / / / / 0 1 �� / } 52.02 I I I \
RIM IN
2751.8
CI
2753�43"
__ - - _ i 275 13 y / O
RA
RA E %ID1 LK I EX. LP
� f /
-- m-- -- - ....... _ - - / / 2753.3a
\\ �\ // ! E 1.01
FLUSH w/ SINN EX. ASPHALT I
2750- - _ -- `" r f rV
2751.10
- - -- / } �� ! \ 2750.9 II . Cl 21s
- _ / / e \ \ j // EX. Cl 21A G ATE = 2747,70
r 2757.34 - / RIM Cl 22 ! 77 EX. 3 RCP GRATE - 2747.72 2735-20- - --
_ _ 1 4 275 4 INTV -7744 6
/ 75 ,72 55.7 EP \ 2748.72 2748
- EP / / r M RD 4A RD 16C M RD 16B RD 16A RD 16D M RD 16E RD :�7
RD 17B RD i 7D/ N CL L . '' RIM
t _ / % 54 2752.27 �2 009 - r
�'S.�F3 - - -- ti 2748.65 2 _ 745.50 DI A
- r r CL _ - - HP ® BC -- -- ---- - - - - -
/RIM \ 755. _ E CL 755�6 1.5096 _ '-2'75e.7$� 1.00� 2� 6 2755.55 - - - - - -- 2751.25 CL 2750.24 - - - - 2:3E
- w E _ _
P 1=F 275 2_ - = - - ��- x - - ,�--72:59% - �7 9 90�C 2748. 8C _-
- P 2756.31 -- - -- - - IM 2.59% -
/ 27� .18 - -- - -~ G`CT _ _ D 2752.24 8C 27 "U ✓ _ _ _ _ _
7 117 O /
75 $6 d' -�-._ 4 94 9 Tlhl 48.9 T - 2740 - - 2746.8 TW - -
-- - -1 = -�`�' a HP` _ _ 1 27j1.3 4fr� 2i`51.5rTW - -- 2744,E B1N- �...2744.8 - _ _ - _- 21W. 8W -
- 075% 2756.16 27 '_ _ r - r----�-_ - ---- - ------ - 719b - 751 BWe 2 4472
- } E -.©e% --- - --_�_ _ _ _ - - 754 \ 03 /2
27 r- __ ..-- - _ 275C ..--� - ®_ _ - 6D- - - - - -
µ ,s } >, - - -� `- -27 - - - _ 2758 - _.. - - - 273 -- - - --- - -�`�
2762 - ® D _..._.V .-_ - _._ --
�,:a A6 1 l I 27 - -- - µ
E2r6`4 _ _ - _o - _ _ _ - 60- '"_ "_
1 d } - - - - - - --27 ) I 1 + } ! I 2720 -- - -- -
EX. �iW
70
I. ! .. N 83 01 45" W 418.32 I r / i I I t / 47;
> N- 82` 0 53'; W ,50.45't
r ✓ �' / / /// ///�O /� / % �, 1 \ SB 10 GRATE S 2752,76
DI 11E K INv = 2748.98 /
N I /' 2752.22A 1 N / CP
�• _r j j / / a 27 / -_N RIM
HP EI } 7
` 2753.10 HP `----------
`` 275 A753.31 HP
x x '! 2754.05 - -- -
} i I 2 9 \ /
2753
HP
754.95 � i � y 2752.89 E � � RIM 13
EFL i RIM- _27 2752.77 CI r'
/ i / 2752.�2 DI 11 O
\\ I I NI / \ 1 �. _ ` DI 12 RIM2.22 D N O CID
\ \ I 0 7519g 277 3.0� � ��--__--_-_ 2753.09 - - _�-___ - �___q//
-2753.09
EC EC j
EFL 1 1 M i !
oII} 75 1 1j I F
00 j 1 M 0 M / JB ; 14
\ \ \ J M b. 9f i RP5�4 } 1 R 11 B R 11 A O RD 11 D RD 12B RD r# 2A Oj RD 12C RD/ 13B O RD 13 RD 14A O
s
1 P1 275134 I 27 7.34 I 27".341 1 \ 2753.34 �
Received
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Land Quality Section )
Asheville La o
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Release Information
Release Date: 7.3.2013
Issued:
Revisions:
Mark Date Description
�5W�76 Z 611 r3
G 7�312.0 /3
AEI Project No.: 12081
IIIIIIIIIIIIIIIf
All IDEAS, DESIGNS, DRAWINGS, AND SPECIFICATIONS
SHOWN THERON ARE THE PROPERTY OF ARP
ENGINEERING INC. ALL RIGHTS RESERVED INCLUDING
RIGHTS OF REPRODUCTION, THIS DRAWING MUST
NOT BE REPRODUCED OR COPIED IN WHOLE OR IN
PART WITHOUT THE EXPRESS WRITTEN PERMISSION
OF ARP ENGINEERING INC.
COPYRIGHT © 2013, ARP ENGINEERING, INC.
Sheet Title
GRADING PLAN
WESTERN SIDE
SITE/CIVIL
C4400

Received
BC =
BACK OF CURB.
TS =
TOP OF SIDEWALK
TW =
TOP OF WALL
BW
= BOTTOM OF WALL
EP =
EDGE OF PAVEMENT
HP =
RELATIVE HIGH POINT ;
CL =
CENTERLINE OF DRIVE
CC =
CURB CUT (FLOW LINE)
SPOT SHOT TERMS
Know what's below.
Call before you dig.
KEY NOTES:
O PROPOSED 697 L.F. RETAINING WALL. WALL IS TO BE DESIGNED
AND PERMITTED BY OTHERS.
OB INSTALL RIP RAP APRON AT PIPE OUTLET. SEE SIZING THIS
SHEET AND DETAIL 12/C9.0 FOR INSTALLATION DETAILS.
O PROPOSED CURB INLET "Cl" (NCDOT 840.01 - 1-2/C9.3), CURB
INLET FRAME AND GRATE (NCDOT 840.03 - 3-4/C9.3) ALONG
WITH DRAINAGE STRUCTURE STEPS (840.66) SEE DETAILS 5/C9.3.
O PROPOSED CONCRETE DROP INLET "DI" (NCDOT 840.14 -
8/C9.2), DROP INLET FRAME AND GRATE (NCDOT 840.16 -
9/C9.2) ALONG WITH DRAINAGE STRUCTURE STEPS (840.66) SEE
DETAILS 5/C9.2.
EO PROPOSED JUNCTION BOX "JB" (NCDOT 840.32 - 5/C9.4),
MANHOLE FRAME AND COVER (NCDOT 840.54 - 6/C9.4) ALONG
WITH DRAINAGE STRUCTURE STEPS (840.66) SEE DETAILS 5/C9.3.
DUE TO THE UNKNOWN ELEVATION OF THE ROOF HEADER SYSTEM
CONTRACTOR SHALL BE ADVISED OF THE CHANGE IN ELEVATIONS
WARRANTED BY SITE CONDITIONS.
O PROPOSED SPLITTER BOX "SB 31" TO DIVERT FIRST 1" OF
RUNOFF INTO SAND FILTER #2. SEE DETAIL 7/C9.4 FOR
ELEVATIONS AND DETAILS.
GO PROPOSED SAND FILTER #2 SEE DETAILS SHEET C4.2
O CONTRACTOR SHALL REMOVE EXISTING CURB INLET FRAME AND
GRATE FROM EX CI 25 AND CONVERT TO DI 25 BY INSTALLING
DROP INLET FRAME AND GRATE (NCDOT 840.16 - 9/C9.2)
10 CONTRACTOR SHALL REMOVE EXISTING CURB INLET FRAME AND
GRATE FROM EX CI 26 AND CONVERT TO DI 26 BY INSTALLING
DROP INLET FRAME AND GRATE (NCDOT 840.16 - 9/C9.2)
O CONTRACTOR SHALL CREATE 2' WIDE DRAINAGE TROUGH TO
DIRECT WATER INTO DI 26. SEE DETAIL 9/C9.4.
O CONTRACTOR SHALL INSTALL 3' WIDE CURB CUT WITH RIP RAP
PROTECTION. SEE DETAIL 12/C9.2.
O CONTRACTOR SHALL INSTALL DROP INLET/CATCH BASIN INLET
PROTECTION ON ALL CI, DI AND LDI, SEE DETAIL 7/C9.0.
MO CONTRACTOR MAY NEED TO FIELD ADJUST CV 2 - CV 1 TO
MATCH EXISTING GRADES.
GRAPHIC SCALE
30 0 15 30 r 60 12
74. 58
-
101.
i i $ 3%q ft.
r
+ rr
a r
Structure
Total
Outlet
Pie
Length of
Width of
Width of
d50
T
Height
Discharge
Velocity
Size
Rip Rap Aron
Aron(WI)
Aron W2
cfs
f p s
in
ft
ft
ft
in
in
in
CV 1
6.18
5.01
18
10
11.50
4.50
6.00
13.50
12.00
FES 3
54.39
8.63
42
22
25.50
10.50
9.00
20.25
28.00
HW 9
31.05
7.34
30
17
19.50
7.50
9.00
20.25
20.00
FES 30
4.16
4.54
15
8
9.25
3.75
To
6.75
10.00
CV 5A
45.52
11.58
30
20
22.50
7.50
9.00
20.25
20.00
CV 4A
11.71
13.93
15
14
15.25
3.75
1 9.00
1 20.25
10.00
I. SEE DETAILS 12/C9.0 -F-OR INSTALLATION DETAILS., I
r
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� Q10 Actual iJpstream bownstream
From To Total Slo c Pie Actual Len gth Invert Invert Pie Rim-
- upstream downstream Discharge Diameter Velocity (From) (To) Material Elevation l!' .'
. ...............
cfs Ft/Ft [n (fps) Ft Ft Ft(Ft)Land
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-� Quality Section
CV 2 CV 1 6.18 0.0050 l8 5.01 94.53 2755.30 2754.83 CLASS IV RCP
w - Asheville U -
` �- S 69. 0 , `~ -�� OT 8 OT 7 6.64 0.0350 15 10.57 95.54 2747.46 2744.12 HDPE 2750.90 _>
CV 1 2 46" E -' �- OT 7 OT 6 11.30 0.0050 24 5.83 209.41 2741.60 2740.55 HDPE 2748.25LU
B - 155 �, '` OT 6 LDI 5 45.02 0,0050 36 8.22 83.48 2740.55 2740.14 HDPE 2749.05 1
LDI5 LDI4 45.52 0.0050 36 8.23 263.36 2740.14 2738,82 HDPE 2755.49 �✓
LD14 FES 3 54.20 0.0050 42 8.62 76.29 2738.82 2738.44 HDPE 2755.43 4
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SB 7
OT 6
31.05
TO.0200 24
12.58
94.22
1 2744.00
1 2742.12 7 HDPE 2753.57
RD 14A
JB 14
0.86
0.0100
8
3.97
45.00
2754.25
2753.80
HDPE
2757.25
JB i4
CI 13
7.41
0.0490
15
12.31
95.04
2753.60
2748.94
HDPE
2757.05
CI 13
DI 12
12.40
0.0050
24
5.96
135.21
2748.94
2748.27
CLASS IV RCP
2752.22
DI 12
DI 11
17.10
0.0050
24
6.33
134.21
2748.27
2747.60
CLASS IV RCP
2752.22
DI 11
SB 10
30.74
0.0050
30
7.35
73.77
2747.60
2747.23
CLASS IV RCP
2752.22
SB 10
HW 9
31.05
0.0050
30
7.34
3.50
2747.23
2747.21
CLASS III RCP
2752.05
RD 13B
RD 13A
0.86
0.0100
8
3.97
45.33
1 2750.67
2750.22
HDPE 2753.34
RD 13A
Cl 13
1.30
0.0200
8
5.70
65.00
1 2750.22
12748.92
1 HDPE 2753.34
ell
I (Cn I I ~- w \ ` 1p �` `\ �` RD 12C RD 12A 1.30 0.0150 8 5.12 55.21 2750.67 2749.84 HDPE 2753.34 E �� «V
I Q -- w \ \ �j, \ RD 12A DI 12 2.59 0.0200 10 1 6.78 1 65.00 1 2749.84 2748.54 HDPE 2753.34 �� F- Z
x CONCRETE _\ \ \ \\ \ LU
TS LU
TI N w I PAD EX. PI V \ \ \` \ RD 12B RD 12A 1.30 0.0229 8 6.00 36.12 2750.67 . 2749.84 HDPE 2753.34
\2755\24 2754.87 W
-� - 27546
�W----w -- D-W CP \ \ �PB
W \ (~fy
I CP \ \ \ O \ \ �` EX DI 13C CI 13 2.47 1 0.0050 1 15 3.98 1 68.17 2749.32 1 2748.98 1 HDPE 2752.76 0
2755 7 OC
�\ K 2 4.16 \
U O U \ CC� \ RD 11C RD 118 0.68 0.0800 8 8.26 50.00 2754.33 2750.33 HDPE 2757,00 _ Z
� � © \ \ \ ` \ \ \ RD 11B RD 11A 1.54 0.0100 10 1 4.59 1 50.00 2750.33 2749.83 HDPE 2753.34 J
\ \ \ RD 11A DI 11 3.27 0.0300 10 85.00 .36 62744.83 2747.88 HDPE 2753.34 0
w w LJ I \ E \ EX. LP \
\ \ \ \ \ \ \ \ \ \ RD HD D RD 11 A 0.86 1 0.0125 1 8 1 4.32 1 66.33 1 2750.67 2749.84 HDPE 2753.34 �� N
\ \\ CC \ ��. ` DI 11F DI 11 E b.24 0.0050E18
18 5.02 82.92 2748.51 1748.10 HDPE 2752.22 1--1 LL 00 O U
\ \ 2754.90 �, 753.09 l \ DI I l E DI 11 7.66 0.0050 5.23 89.18 2748.10 2747.65 HDPE 2752.22 0
27163.59 \j0> /-� x III Q
\ D RD 17F RD 17E 0.68 0.0100 8 3.74 50.00 2752.60 2752.10 HDPE 2755.26 V J (,/) !� (V
\� \ \ 2755.03 2754 e ` �+ RD 17E RD 17D 1.54 0.0100 10 4.59 50.00 2752.10 2751.60 HDPE 2755.72 Q O C,4
0
CP ��2755.3 \ \ \ RD 17D RD 17A 2.84 0.0200 10 6.93 62.21 2751.60 2750.36 HDPE 2756.18 LU Ca
\ \� 2754. , RD 17A DI 17 5.00 0,0100 15 6.16 17.00 2750.36 2750.19 HDPE 2756.74 ONO
DI 17 DI 16 5.37 0.0100 15 6.27 244.30 2749.99 2747.54 HDPE 2755.55 0 U
DI 16 DI 6.28 0.0100 15 6.50 208.54 2747.34 2745.26 HDPE 2754.94 U {y � Z
\ 2756,31 \ RD 17C RD 17B 0.86 0,0200 8 5.14 50.00 2754.00 2753.00 HDPE 2757.11
J756.4-8lS \ ` i ! RD 17B RD 17A 1 2.16 0.0487 10 1 9.01 54.12 1 2753.00 2750.36 HDPE 2756.93
- 2756.48 \ � � y
27567\ 27 0\
RD 16E RD 16D 0.86 0.0125 8 4.32 SOAO 2754.20 2753.58 HDPE 2757.05
2756.65 2756.5 CP, RD 16D RD 16A 2.16 0.0125 10 5.43 56.48 2753.58 2752,87 HDPE 2757.05
" 7 _ RD 16A DI 16 3.89 0.0500 12 10.55 1 21.17 2752.87 2751.80 HDPE 2756.70
\ EX. ASP�IALT ! I RD 16C RD 16B 0.M 0.0125 8 4.32 50.00 27 33.93 2753.31 HDPE 2757.05 Z
RD 16B RD 16A 1.73 0.0125 10 5.14 34.86 2753.31 2752.87 HDPE 2756.85
\ \ y ( 1 I RD 4A D14 1.54 1 0,0250 1 10 1 6.45 1 89.61 2754.00 1 2751.76 1 HDPE 2757.05
\ \ hh 1 ' ! EX CI 27 DI 26 4.21 0.0256 18 8.44 117.00 2748.51 2745.52 EX RCP 2755.41
EX. \ 1 (1 DI 26 DI 25 6.87 0.0259 24 9.66 163.41 2745.52 2741.29 EX RCP 2753.72
I \ \ \ \ O 1 I \ U) ! DI 25 EX Cl 21A-B 11.03 0.0234 30 10.48 260.16 2741.29 2735.20 EX RCP 2753.49 E N C31 N E E R I N G
\ I ! EX CI 21A-B EX HW 20 41.77 0.2995 30 38.00 100.24 2735.20 2705.18 EX RCP 2747.70 M C2 ENGINEERING, INC.
L \ EX. CI3 ' 1 N I 21 1 ❑ BEN CRAIG DRIVE
\ ATE 127�5.3 ( ! t,3 ! CI26A D126 0.93 0.0050 15 3.16 59.41 2751.19 2750.90 ❑HDPE 2754.63 SUITE 4❑❑
- --IL \ 51.343 l vy CHARLOTTE, PVC ZB262
N PHONE 704. S 1 .9797
EX. SIDEWALK I \ \ 1 I e ��l1 U+� SR 31 DI 25_ ` 4.16 1 0,0050 1 15 4.54 166.30 1 2742.14 2741.31 HDPE -� 2747.76 FAX: 704.51 ❑.9787 \
\ �� ►� ! CI 32 SB 31 2.81 0.0650 12 10.75 1394 89
2746.45 2745.54 CLASS IV RCP 2748.
II \
\ I \ 1 1 SB 31 FES 30 4.16 0.0050 15 4.54 21.92 2744.36 2744.25 CLASS N RCP 2747.76
1EX. Lf EX CI21C EX Cl 21A-B 9.23 0.0673 15 14.17 124A0 2743.11 2735.20 EX RCP 2749.51
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�II \ !I JB 24 CI 23 8.51 0.0160 15 8.28 162.68 2750A0 2747.40 HDPE 2756.25 �
r.
LL I II \ Cl 23 EX Cl 22 9.74 0.0080 18 6.61 79.91 2747.15 2746.51 HDPE 2752.48 K` �
am
p l EX Cl2 EX CB 21A-B 10.10 0.0178 30 9.25 210.00 2742.86 2739.12 EX RCP 2752.24
���at..� � �. � �'
X I III III \ \ I DI 201 EX CB 21A-B 2.69 0.01 15 5.25 1 i.22 2742.06 1 2741,90 HDPE 2745.50LLJ
loop
F
I I I rz) CD \ 1 \I TSB #1 33.63 0,01 30 10.37 86.81 2743.00 2742.13 CMP
II I
- EXII SDWDEWALK - - - J III I EX` WM !\ TEMP DI TEMP CV 5A 45.52 0.01 30 11.58 89.33 2740.14 2739.02 HDPE
1i TEMP DI 4 ,TEMP CV 4A 11.71 0.05 1 15 13.93 97.15 .29 27472742.44 HDPE
- LX. l'--6" C/GG 1 \
� I I ,1 I
I I x 1 TSB #2 38.87 1 0.01 1 30 1 10.34 1 100.00 1 2739.00 12738.00 1 CMP
LL
j \ 1. HDPE PIPE SHALL BE ADS N-12 SMOOTH SURFACE INTERIOR PIPE WITH SOIL TIGHT JOINTS.
2. NOTICE DOWNSTREAM INVERTS OF ROOF DRAINS WILL VARY DEPENDENT UPON INSTALLED SLOPE.
�P EX. ASPHALT , `ij EX. LP \'
ICI STORM SEWER PIPE AND STRUCTURE SUMMARY
�I e - -
EX. Cl /27 \ !
III I1 (GRATE = 2755.41
(INV - 2748,51 1 ! \ \ ! U 0
�. 1-STORY STUCCO & METAL i �f III II I 1 \ \ !� 1 �--� •+,
I � III � � 1 \ \ !� '� � � • �, o
208,890.0 SQ.W FT. Cn
O > 0 O I O
FFE = 2757: 4
00 00 ao 00 EX. ASPHALT
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275"5. 2755.fi1 w i I I L ( PIN 8668-0: O
M 2755.4 2755.78 1 1 2757.HP \ DB 469 P(
- �( AS T - - r) EX. Cl 26/PROP. DI 2�
CI 26A GRATE = 2753.72 2757.3INV = 2745.52
7
e �? 2756.0 2755.13 J
2755.31 6. 2
2754.131
CC
2756.7 2 \
EX. Cl 21 C t3` �\0` �!
GRAT� / 27+9 `` - _ �� / / 6r 8 \ \\ C' J
INV - 2743.11 _ _ O 2755 95 2� 6 EX. FH� \\ /�,/ ��1 Release Information
------- - �- - ---- 2756.55 \ \ /
\ HP 2� �� I®� � // Release Date: 7.3.2013
\ \2752.63 2754.02 2755.13 2756.46 SS �' 755.96 56.25 ;55.3 / \ Qv�P Issued:
IT - \ EX. 1' C"C/G 5 5 / 2753.1D1 5 `� � P / Revisions:
I II \ 1
�
27564 � � I ' / tIOrI
�
2756.2 �/ 2755.60 2752�53 Mark Date Descrl p
v j/ 2755.65 2752.67
27 } `53.BC d 5� L!%%i3IJ,DL r1512043
IIX �\ EX. ASPHALT
2755.31 2756.11 ?755.58 2752.60 52.33/ / `\\ AEI Project No.: 12081
0 27
/ O \ O \ /� I \ `� All IDEAS, DESIGNS, DRAWINGS, AND SPECIFICATIONS
II ! \ \ \ ( SHOWN THERON ARE THE PROPERTY OF ARP
II EX. LP \ \ EX. LP ENGINEERING INC. ALL RIGHTS RESERVED INCLUDING
\ 2754.82 �� 2755.83 2755• ## / RIGHTS OF REPRODUCTION. THIS DRAWING MUST
\ 27 .85 2751.59 NOT BE REPRODUCED OR COPIED IN WHOLE OR IN
PART WITHOUT THE EXPRESS WRITTEN PERMISSION
� OF ARP ENGINEERING INC.
I \ \ ( BC 59 / 1 BC
COPYRIGHT © 2013, ARP ENGINEERING, INC.
50
EX. ASPHALT \ \ EX. CI 25/PROP. D7�iZ5 \ / 2749 CE ' J
ry I I \ GRATE = 2753.49/ Sheet Title
\ \ j
\ INV = 2741.29 H / r -` E
L ,� 52 2749.94 2750.21 G i 2749.24-- r r
Cl
EX. CI 21A / �Ll� GATE21B747.70 EX. 30 ftCP - - -- ~m - GRADING PLAN
-- HP ! L P\� o��CGRATE 27 7INV\= 2735-2.0-... -- _ EX. V-6" C G\ 2752.5 2753.69 36 C CI 32
�- --_ 1EASTERN SIDE
2748- 275 274s.3s
' RIM - _ _ H CL -.� _ RIM ✓ r
745.50_ DI D _ _..� _ -. _ _ " - _ _ _ �. - ` - - -� "�27 9 3 00% _ --- �_ -_ ®_ _ - 27 �
f B C P--- --- - . W._ -- � �46. C� � � 2 35� � � -- - � -~ � � � - - _ _ _ � 3�% 75 4- e '� _ _ _ � 75
2748.3 TW--
-
2740 - - � _ _ 2 .8 TW _ _ - _ - _ _ _ A - - 2753 TW - e' ?7-48r3 I)�
- _ - 2?�8 eW� - _ - - - - _......... - � � � - � � - `"-2746.6 -13W � : �I � - � � i r - - (A o0
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Received
BC =
BACK OF CURB
TS =
TOP OF SIDEWALK
TW =
TOP OF WALL
BW
= BOTTOM OF WALL
EP =
EDGE OF PAVEMENT
HP
= RELATIVE HIGH POINT
CL =
CENTERLINE OF DRIVE
SPOT SHOT TERMS
m. _. - 1- 0.
3' WIDE
LEVEL SPREADER
ELEVATION 2745.25
4" CLEANOUT WITH
TOP OF FOREBAY SHALL BE
NON -PERFORATED RISER PIPE
A MINIMUM 4F 15 X 10 !.._.�I
TOP OF SAND FILTER 2744.25�---
�E i 1^ BOTTOM OF FOREBAY 2744.25 --- -"^
,
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3" OF WASHED #57 STONE AROUND
SIDES AND TOP (BOTTOM NOT REQUIRED)N
�
FOREBAY/SAND FILTER
-'
SECTION D-D
MIRAFI FILTER FABRIC
! -------
AROUND STONE AND ON
4" PERFORATED PIPE
_.
BOTTOM OF BASIN
INSTALLED AT A MINIMUM
BETWEEN SOIL AND SAND
SLOPE OF 0.5% (TYP.)
Know what's below.
Call before you dig.
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
1 inch = 10 ft.
SANDI FiL
VERTICAL CURB AND
RETAINING WALL
5.0'
3 BERM WIDTH
2746.50
1 1 5. a'
TOP OF SAND SHALL BE A MINIMUM OF 15' X 50' 33` 2
1I �1
TOP OF SAND FILTER 2744.25
DRAINAGE STRUCTURE SB 31
4 SCH 40 OR SDR 35 (NON
PERFORATED) CONNECTING
OUTLET PIPE DRAINING
PERFORATED
FROM SIB 31 TO DI 25
ED 4" PIPES TO SB 31'
AT A MINIMUM SLOPE OF 0.5% M''
BOTTOIGt:.OF .SAND:
FILTER 2742.67
4" PERFORATED PIPE INSTALLED AT MIRAFI FILTER FABRIC
A MINIMUM SLOPE OF 0.5% (TYP.) AROUND STONE AND ON
Y OF WASHED #57 STONE AROUND BOTTOM OF BASIN
SIDES AND TOP (BOTTOM NOT REQUIRED) BETWEEN SOIL AND SAND
SAND FILTER
SECTION C-C
I
/ INV pc
2 42 67 4„ CO 4" PERF RATED PIPE 2742.43
4„ C
.r
�F r 7T04 -SAND R 2744.25 FLAT
SURFACE OF SAND IS 15' X 50`(�(} SE _,
2742.67
4" CO 1-' " P ATED PIPE 2742.47 4 CINV
SEE DETAIL 7/C9.4
1- -� 2748.3 TW
-- ---` 2748.3 BW
ok
t6.
' E 0 X
O TOM OF FOR BY
744.25 (FL
yAR I X 10 ( 5 F) a
�o<
,v 91' 1 ONO/ LEVEL SPREADER ),v
3'rWIDE TOP E EV 27
2 7 42
� ,-
-- �.3-IV
y
gpNTRACYOR SHALL INSTALL FE UE SO
� ---'�
y
-._ _ DB SIS ! AN•9•LTE^R- � EN TRA+`i'
�LL "RAGE COMING 0 SAND1'FILTER IS 100%
2 T 3
4
EVEN THE SAND FALTER FR'p'M
273
\�
T1 LT-ER-#1
---- MN1�RACTOR SHALL INSTALL FESCUE SOD -
(HATCHED AREA) ON PERIMETFR IS BED AREA
-' DS.AINS NTO---SAt�tD" ILTER TO ENSURE THAT . - r fM __ �+ V_ V_ � -�
- __THAT ALL DRAINAGE COMING TO SAND FILTER IS 0%-^-_ - �_�f V_ OT 7
HE MN )-- STABILIZED TO PREVENT TSAPIL R FROM '`� V_
•___ - �C0 G I N G .
M 1L� - - �L --- 6" !NV
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2754.
hIlk 'r'�r BOTTOM OF FOREBAY { AN� 2744.00 (FLAT)
SURFACE AREA IS 20' X 55' (1100 SF)
4.8 TW , ® � 5 TW 2752.90 TW
w , 2,744.0 BW ' 2i4.1 BW 2744.00 BW
€a
SR 10
SEE DETAIL 8/C9.4
SAND FILTER INSTALLATION INSTRUCTIONS
1 CONVERTING SEDIMENT AND EROSION CONTROL DEVICES
A BASIN USED FOR CONSTRUCTION SEDIMENT AND EROSION CONTROL CAN BE CONVERTED INTO AN
OPEN BASIN TYPE SAND FILTER IF ALL SEDIMENT IS REMOVED FROM THE BASIN PRIOR TO
CONSTRUCTION OF THE SAND FILTER AND PROPER SAND FILTER DESIGN IS FOLLOWED. BURIED TRENCH
TYPE SAND FILTERS ARE TYPICALLY NEWLY CONSTRUCTED AFTER SITE CONSTRUCTION AND NOT PLACED IN
MODIFIED SITE CONSTRUCTION SEDIMENT AND EROSION CONTROL BASINS. SAND FILTERS ARE NOT TO BE
BROUGHT ONLINE UNTIL SITE CONSTRUCTION ACTIVITIES ARE COMPLETED AND GROUNDCOVER IS FULLY
STABILIZED.
2) MEDIA _REQUIREMENTS
THE MEDIA IN THE SAND FILTER SHALL BE CLEANED, WASHED, COURSE MASONRY SAND SUCH AS
ASTM C33. THE SAND PARTICLES SHALL BE LESS THAN 2 MM AVERAGE DIAMETER. THE FILTER BED
SHALL HAVE A MINIMUM DEPTH OF 18 INCHES, WITH A MINIMUM DEPTH OF SAND ABOVE THE
DRAINAGE PIPE OF 12 INCHES.
3) COMMON MAINTENANCE „ISSUES
SAND FILTERS SHOULD BE INSPECTED AT LEAST ONCE PER MONTH, AND AFTER ANY LARGE STORM
EVENTS TO CHECK FOR DAMAGE. THEY MUST BE MAINTAINED AS NEEDED TO REMOVE VISIBLE
SURFACE SEDIMENT ACCUMULATION, TRASH, DEBRIS, AND LEAF LITTER TO PREVENT THE FILTER FROM
CLOGGING PREMATURELY. SEDIMENT SHOULD BE CLEANED OUT OF THE FOREBAY/SEDIMENTATION
CHAMBER WHEN IT ACCUMULATES TO A DEPTH OF MORE THAN 6 INCHES. ANY STRUCTURES (OUTLETS,
FLOW DIVERSIONS, EMBANKMENTS, ETC.) SHOULD BE CHECKED AT LEAST ANNUALLY FOR DAMAGE OR
DEGRADATION.
WHEN THE FILTERING CAPACITY DIMINISHES SUBSTANTIALLY (E.G., WHEN WATER PONDS ON THE
SURFACE FOR MORE THAN 40 HOURS), REMEDIAL ACTIONS MUST BE TAKEN. ONE POSSIBLE CAUSE OF
THIS PROBLEM IS THAT COLLECTION PIPE SYSTEMS HAVE BECOME CLOGGED. ANNUAL FLUSHING OF
PIPE CLEANOUTS IS RECOMMENDED TO FACILITATE UNCLOGGING OF THE PIPES WITHOUT DISTURBING THE
FILTER AREA, IF THE WATER STILL PONDS ABOVE THE SAND FILTER BED FOR MORE THAN 40 HOURS,
THE TOP FEW INCHES OF MEDIA SHOULD BE REMOVED AND REPLACED WITH FRESH MEDIA. THE
REMOVED SEDIMENTS SHOULD BE DISPOSED OF IN AN ACCEPTABLE MANNER (E.G., LANDFILL). IF THE
PROBLEM STILL PERSISTS, MORE EXTENSIVE REBUILDING IS REQUIRED.
4) UNDERDRAIN SYSTEM
-4" PIPE TO BE PERFORATED SCHEDULE 40 OR SDR 35 SMOOTH WALLED PVC
-PERFORATIONS SHALL BE IN A MINIMUM OF 4 ROWS AROUND THE DIAMETER OF THE PIPE, 6" ON
CENTER, AND 3/8" DIAMETER.
-ALL UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF 3" INCHES OF WASHED #57 STONE ABOVE AND ON
EACH SIDE SIDE OF THE PIPE (STONE NOT REQUIRED BELOW THE PIPE). WASHED #57 STONE TO BE
WRAPPED IN MIRAFI FILTER FABRIC OR APPROVED EQUAL.
3.0'
2
BERM
1
WIDTH
rl
2
1�
3
J
PROPOSED CHANNEL TO COLLECT OFF -SITE
1
20.0
RUNOFF FROM ENTERING SAND FILTER AND DIRECT
z
IT TOWARDS OT 6, OT 6A OR OT 6B
z
TOP OF SAND FILTER 2744.00
DRAINAGE STRUCTURE OT 6A
.
C)
fi" SCH 40 OR SDR 35 (NON' ...
OUTLET PIPE DRAINING
PERFORATED) CONNECTING r
a
FROM OT 6A TO OT 6
PERFORATED 4" PIPES TO OT 6A
AT A MINIMUM SLOPE OF 0.5%
BOTTOM ,
2742.40
4" PERFORATED PIPE INSTALLED AT
\FIER
MIRAFI FILTER FABRIC
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ENGINEERING
MC2 ENGINEERING, INC.
21 1 O BEN CRAIG DRIVE
SUITE 4❑❑
CHARLOTTE, NO 2B262
PHONE [phone]
FAX'. 704.51 0.97EI7
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Release Information
Release Date: 7.3,2013
Issued:
Revisions:
Mark Dat
e e DescriFtion
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AEI Project No.: 12081
All IDEAS DESIGN DRAWINGS, N S, GS AND SPECIFICATIONS
SHOWN THERON ARE THE PROPERTY OF ARP
ENGINEERING INC. ALL RIGHTS RESERVED INCLUDING
RIGHTS OF REPRODUCTION. THIS DRAWING MUST
NOT BE REPRODUCED OR COPIED IN WHOLE OR IN
PART WITHOUT THE EXPRESS WRITTEN PERMISSION
OF ARP ENGINEERING INC.
COPYRIGHT © 2013, ARP ENGINEERING, INC.
Sheet Title
STORM WATER BEST
MANAGEMENT PLAN
SITE/CIVIL
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CHARLOTTE, NC 28252
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Release Information
Release Date: 7.3.2013
Issued:
_,visions:
I Mark Date Description
.-SW3// aZ 8//312C/3
C.-/. +,c 7/,VZ I-3
AEI Project No.: 12081
All IDEAS, DESIGNS, DRAWINGS, AND SPECIFICATIONS
SHOWN THERON ARE THE PROPERTY OF ARP
ENGINEERING INC. ALL RIGHTS RESERVED INCLUDING
RIGHTS OF REPRODUCTION. THIS DRAWING MUST
NOT BE REPRODUCED OR COPIED IN WHOLE OR IN
PART WITHOUT THE EXPRESS WRITTEN PERMISSION
OF ARP ENGINEERING INC:
PYRIGHT c 201 A P FN I
CO Q 3, R G NEERING, INC.
Sheet Title
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Release Information
Release Date: 7.3.2013
Issued:
Revisions:
Mark Date Description
,7b✓3// 4 Jp 2 S//3 U13
71 4/ .
C ` S 7�3/70�3
AEI Project No.: 12081
All IDEAS, DESIGNS, DRAWINGS, AND SPECIFICATIONS
SHOWN THERON ARE THE PROPERTY OE ARP
N INEERING INC. A RI HTS R U IN
E G LL G ESERVED INCL D G
RI HTS OF REPRODU TI THIS RAW T
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N T E REPRODUC COPIED IN IN
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COPYRIGHT © 2013, ARP ENGINEERING, INC.
Sheet Title
P ST-DEVELOPMENT
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DRAINAGE AREA PLAN
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X SEE STD.NO. 040.03 USE CLASS "B" CONCRETE THROUGHOUT. I --I r..l -0
C "1 70p ELEVATION EXPANSION JOINT n rr " rr n n _ f i
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q C Q < 43 NOTE: USE TYPE E F AND G GRATE - Q ¢ I - -
1--I Z 1,_O„ Q "' Z Q 1•-, • Z ' rr Q R:'
x co'-, O DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY, z _ C.) D (0 O O S„ E'�f 4`-6" 4'-6" = V x Cn O O UNLESS OTHERWISE NOTED, T� P � P = � x 0
1_4 �I USE #4 BAR DOWELS AT 12" CENTERS. 1-i (.'3 1--1 j H [•} - A" w '�-` 1-•l 0
m Q TI -i Y Y PROVIDE ALL CATCH BASINS OVER 3'-B" IN DEPTH WITH STEPS 12" W J CL N Z r�rl O -4 � #4 BARS IV,, 6" 6" LL _J O ra � O � - i __q LL � _ F-I
Z A O O = Z x I STD. 840.03 FRAME 0 O 0_ y Z m z ap z �j]_ O Z x Z
1--I � � - ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.fi6. (f) H ^^A D E UAL SPACES i•H -'i � B Yyd1 �
= Z G) 33 -I n G TE & H 0 x O h h
= O n n m --- _ B USE TYPE "E" , "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. W Q Q LL = x O n n m 3„� 11�2" 1 Lg Q a _ p (-) I„n W Q a
Z USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS �' Co x O (') Z U O ur �i zr a „ 1 n H U x C3 ()r
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v' ° .' •vv•' 6'-0". QUANTITES TO BE ADJUSTED ACCORDINGLY. > > a a _ PLAN I " > •� r_I r A A ALIGN FRAME WITH INSIDE 1 " H >
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X CONSTRUCT WITH PIPE CROWNS MATCHING. p (n LL LL [5 (/) r EDGE OF WALL TO ALLOW LU C7
Z , W O rr J oae CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES 1 (yI O _ 1 LLI
SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". ❑ Z m aQ' m Q © Z FOR VERTICAL ADJUSTMENT 1 r,
ro TOP ELEVATION - - DRAWING NOT TO SCALE. - u W E
.0wTOPELEVATION WALL SECTION 'O EXPANSION JOINT �I" - `1-•-•
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r r 36" 3'-0" 2'-2" 3'-10" 4 -9" 1' 8" 4'-4" 4 2'.0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.914 2.616 0.176 0.261 1 r I J O
VVHERE42"T054"PIPE IS USEDF_E42" 3'-0" 2'-2" 4'-5" 5 -3 1'-5" 3'-6" 4 1'-9° 3 3'-3" 3 3 -3 38 D.135 0,373 0.508 2,152 2.660 0.240 0.371 EcTIQN r'2r-111'1" F►- ors rr O N
4B" 3'-0" 2'-2" 5'-D" 5'-9' 2'-0" 3'-6" 4 2'-6" 4 3'-3" 3 3 -3 41 0.173 0.410 0.583 2.415 2.996 0.313 0.477 �i5
SHEET 1 OF 2 DETAIL SHOWING METHOD SHEET 1 OF 2 $HEFT 2 OF 2 54" 3'-0" 2'-2" 5' 7" 6'-3" 2'-7" 3'-6" 4 3'-0" 6 3 -3' 3 3`-3" q7 0.211 Q,ggB 0.659 2.SD6 3.465 0.396 0.595 SHEET 2 OF 2 EET 1 OF 2 R $HEFT 1 OF 2 w m r1
84O.01 OF RISER CONSTRUCTION PLAN PLAN 840.01 840.01 " RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 84O.O1 840 ■ Q3 HOOD ELEVATION SECTION - RR $40.03 O O O O `
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(A r SECTION A -A = �"� r- I_ 141t H m r
~ o t� a .y_ 1' Q" CAST IRON -� c7 N 1 O H #a BAR z g". z a W
O m Z n n rr r, rr n Q x Z '' -�� CAST IRON Z-e 2 �-1
z TYPE F TYPE E TYPE G TYPE - E 3 Z Q C� ELEVATION ELEVATION tN �?_•0 6 = 3 v N
OPENING 8"•
Cif Q M (n Q :� M C/) s' S" ,., TOP ELEVATION
G!-.I 4 �aC-) cc -�Z� ��
n RAISED FLOW ARROW „ ❑ ❑ N n ❑ 1— = D 6„ A 6„ ihz" CLR.
z RAISED FLOW ARROW 244 N Q n Dr 0 2 P o x=
v " C PIPE WALL ❑
m D 1 " P /6 HIGH 2 W 0 #6 BAR OR C O I (THICKNESS VARIES
n Z ,"
a4 Z = 101�" O CO
_ N xv HIGH `� _ _ _ -
Z C" v i,r 81.n 1 " #8 BAR ¢ �. O I
a Q O GALV'D. ❑ � aD O m ° (MIN.) a ~ tr
v v O _ X Q oC c~n © - °' 1� ¢ N - a v .� a4 BAR z ¢ LY/
7o Q= 1 'l r H C _ - z
D 1 " ,p _ z M > " I co W F-1 > SEE NOTE I (A W
Z � r = 2 n O m F-I L �` _ •v R7 �, z d cv .�
,rART SECTION Y-Y
= rr J CO POLYPROPYLENE _I
(7 0 Z 1�" Z coO a m� Z SEE NOTE (A T
x ca Y$ � W LU y v I , , Z -1 0 SECTION X-X SECTION Y-Y
PLAN M Ci SHOWING RETAIL$ AT OPENING W
l70 O �i O jg,lr `�I 1 t'3 O M T n SIDE PLASTIC SIDE C7 = m C7
to Q P i6 „ ,r 1 it r 1 �/ "R W �• pC 7 „ - ELEVATION ELEVATION W MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) LU W
C , Y2 1 "_�.� �.�.. 2 1/$" O �/! �� COMPOSITE PLAN Q DIN'S OF BOX & PIPE REINFORCING OP &ROT. SLAB CU. YDS• CONC• TOTAL QUANTITIES DEOUCTION Q ONE
z 2r-, 1 r'2r-11 rr W I a B THROAT
PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y BARS - Z DIMENSIONS IN BOX BOX &SLABS ORE PIPE OPENING o
1 i ' ,r 1 D A B H N0. LENfl7H NO LENGTH NO LENGTH F G 70a SLABaor. aLea RLLLIFT. IR LBg, pEIMF. (MINN) C.S. R.C. VD'Z
- a S'2/ P �° 1 1� „ q �., REINFORCING STEEL �••� 12" 3'-6" 2'.3" V-10" 4 3'-0" B 4'-3" 2 4'-3" 4'-6" 3'-3" 0, 181 0.271 0,250 27 1 .046 0.015 0.032 0.046 0 V O
1 1L„ 1211 z 15 3 -6 2'-3" 2' 1" 4 3 -0 6 4'-3" 2 4'-3" 4'-B" 3'-3" 0.181 0.271 0.250 27 1 .108 4.023 O.D36 O.Oae 0 �, • 1--( (D r
�L �L is"4 -0 2'-8" 2'-4" 5 3'-5" 7 4'-6" 2 4'-9" 5'-0" W-6" 0.226 0.340 0.284 35 1.379 0.033 0.049 0.053 � • +•-I
1 $'r SECTION A -A I j8rr ELEVATION NOTE: 24" q'_Q" 2'-B" 2-10' 5 W-5" 7 4'.9" 2 4'_7r 5'-O" 3'-8" 0.226 0.340 0.284 35 1.521 0.069 0.085 O.D53 • r--I .,-� O
-sl #3 DEFORMED 12rr DO NOT USE IN 301, 4'-0' 3'-a" 3'-4" 5 4'-3" 6 4'-9" 2 -7-9- 7-0" 77" 0.278 0.417 0.315 43 1.916 0.092 0.127 O.D53 i--I
SHEET 2 OF 2
TYPE - F SECTION A -A SHEET 2 OF 2 SHEET 1 OF 1 STEEL ROD SANITARY SEWER MANHOLES. SHEET 1 OF 1 HEFT 1 OF 2 36" 4'-6" 4',0" WAG" 5 4'-9" 10 5'-3" 2 5'-3" 5-6 5'-0" 0.340 0.510 0.352 51 2.390 0.132 0.178 0.069 gHEET 1 OF 2 VV ^
�v H C�
�Tx` 42" 5'-D" 4'- 4' 4" 5 s'-3" 12 s' M" 2 S'-e" e'-0" 5'-6" O.a07 0.611 0.389 84 2.814 0.180 0.243 D.O66 - -
TYPE G ELEVATION 6"
A E TION A -A L 840 . ss �40 ■ 04 4g" 5'-0" 5'-0" 4'-1D" 5 5'-9" 13 6'-B" 2 S'-0" B'-0" 6'-0" 0.444 0.686 0.407 eB 3.296 0.235 D.917 0.088 840 ■ 0�''F _
840.031840.03 8 0 fifi �( U
o
CATCH BASIN FRAME AND GRATE 5 DRAINAGE STRUCTURE STEPS 6 OPEN THROAT CATCH BOX CONTRACTOR SHALL FURNISH ALL.
C9.3 -NTS- CONTRACTOR MAY USE PRECAST r� p _
-NTS- C9.3 CONCRETE OPEN THROAT CATCH C9•3 _NTS- OPEN THROAT {OT) CATCH BASINS
WITH 2 OPENINGS. OPENINGS ,-�
BASIN OR BRICK OPEN THROAT SHALL BE ORIENTED TOWARDS THE ctj
CATCH BASIN (840.05) DRAINAGE SWALES.
o
To
(01L 1NL"CLR. O co pm 00 " rn
9 j� 00
0 W 1 , n RqD I --I 2" WEEP HOLES GENERAL NOTES: f~ r C �1 ? L'l .3, - 6 rr Q
1Cy ' Z Q Q N• Z Y USE CLASS "B" CONCRETE THROUGHOUT. Q Q 3 r-1 • Z rr r
�cn o z~_ 0 T� z�� apt 0 1 DEPRESSION � rr '1 r,�'+ Z~x
D F-1 O = 1--1 x C7 U I__I O >D PROVIDE ALL DROP INLETS OVER 3'-6 IN DEPTH WITH STEPS 12" " x 0 U F_ r-1 a' O m 1 I-.-1 7b H GC t3 U
(-•• T1 O Q r- '(1 co ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66, O I"' O r rr , ,r 'n\ F� LL J O
L110 �� a LL��1-1z mM z4 I I iL�aNZ mz x� 1 -7§/8 1 -7% '�H 0CD x
m z � x n �f 1� 1„ , r O O O = 1.y � n I OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O O III I ' � ■ 2 - 3 X 1 THICK 0= O x -� 12" CENTERS AS DIRECTED 3Y THE ENGINEER. I� Z . {,] 77 II C� Z
=0nnr�Fl }a ROUND OR SQUARE W¢zQ-max xOnnm X I X WQQax x0>nm WQQax
TI D I- (1 O -n D I USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. I- U O z n _ © G E E o
CUT WASHER ¢ (� 0 z aD - -{ Q x H O M O _ FG- o _ I ¢ � H
O L- H x O I I IF REINFORCED CONCRETE PIPE I$ SET IN BOTTOM SLAB OF BOX, ADD TO SLAB F x H Z x O N I Z W
Z �p � � Q 2 - HEX NUT O � LL O J Z'-'Ord - - - - -I- - - - - A3 SHOWN ON STD. N0. 840.00. co IH_ L O J Z'-' � r � � � � ce)- � ��1 _ � � � - - - - ' - � O ~ W O J
ap G O Q C0 ap z I CONSTRUCT WITH PIPE CROWNS MATCHING, CO Q Qrr ('] _ z © N - -I- - - - O Qrr Release Information
• D n D 72rr 12" $rr Z 1--1 CO = Z• n n - - I SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. 0
n n n N © Release Date: 7.3.2013
j- H INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. 1--1 I-- >
1-I d CA0 • INSTAIL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT GF NO. 78M STONE IN A a d � • Issued:
0 0 ILL!Z DETAIL OF HANDLE ' 0 O Z ' POROUS FAORIC RAS OR WRAP. AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. 1 � a t II I I ' W
CHAMFER ALL EXPOSED CORNERS 1". SECTION G - G '
1Yg" W#3 BARS "X" ilk" 11'L"CLR. Y ORgWIND NOT TO SCALE. 1+ 4 ,r 1'_q " F P
�� Revisions:
PLAN PLAN OF FRAME us Mark Date Description
0 CLR.- EQUALLY SPACED CLR. WITH GRATE & FRAME REMOVED x Ill- 7r, err 1 r-,'S in CAST IRON r
F COUNTERSINK PART WHERE HANDLE IS LOCATED 111 �tf �t1 Q
AND ALLOW HANDLE TO MOVE VERTICALLY. 4c
III m
PLAN M BRICK COPING(INCIDENTAL) CC m O M PLAN OF GRATING 0D
0 PRECAST OR CAST IN PLACE TOP SLAB LL = (� Z TOP ELEVATION O Lu '0 Z
m r � V 0 0 � STD. 84D.16 FRAME v LL W � � � 2r-Sj/4rr CAST IRON LL o � Q 5cv//3v f4 z g a�3 �!3
_� F 1" PIPE SLEEVE X 3" LONG. a lJJ 1 Z" &GRATE Z W Z Z r � ,I
O x #4 BAR Z s z Q GA 3
N EO #4 BARS "Y" HANDLE ir' PIPE SLEEVE 3 V fa -I 6" A 6" ~ ra-1 -i m 3 Z Q AEE Project No.: 12081
Z PART SECTION 1- a .4 -4 6 B B N 0 CL Ll v n 1/$,r i LN i lr i rt a
_ > THRU COVER SHOWING HANDLE O a = m Z x = O C v Z rr ill rr rr W (n All IDEAS, DESIGNS, DRAWINGS, AND SPECIFICATIONS
a0 DD 1 r n 1 1 , n 1 SHOWN THERON ARE THE PROPERTY OF ARP
v=D x�� v�> I 1 ¢Om �aDo 3-3 2-3�4 °CC7
Oo Q = = w © I I I o v v 1 „ „ Q0 ENGINEERING INC. ALL RIGHTS RESERVED INCLUDINGcc
r
w O v I_ #3 BARS "X" cc o I h -F Z x N ri1G 2 'r rr 1 r, rr z U Q RIGHTS OF REPRODUCTION. THIS DRAWING MUST
v Q W = 0 p 1�8 II �8 Q NOT BE REPRODUCED OR COPIED IN WHOLE OR IN
n r- 0
EQUALLY SPACED 11�" CLR. 4" W H n DOWEL (p W ~ Z In 3L n I f„ n I CO W O PART WITHOUT THE EXPRESS WRITTEN PERMISSION
'-' SECTION V-V N - m oc N SECTION H - H , N „ OF ARP ENGINEERING INC.
m a - #4 BAR Co O r rn Z cO SEE NOTE DOWEL(SEE NOTE) VAX. PIPE THIS SIDE - 1B' U) 0 Z I 3 -2 L� 2'- 2 I� x COPYRIGHT © 2013, ARP ENGINEERING, INC.
C) r '" r �' SECTION X-X SECTION Y-Y � Z J w 1-
n G W M -n tD O z M -n ll -```-� rr - O * 1 Sheet Title
= O n n Z ~ O DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) W v a 2�g T T 21/8 n- 3
W = lit" CLR. EQUALLY LYRSPACED 1142" CLR. LL' � DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR CU m 3'-134" N cv 2r-13 rr N N � fW
a #3 BARS "X" $ V 74
N PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE y
ZO BOTTOM WALL PER TOTALCE SITE DETAILS
D A B H SLAB FT. HT. FOR MIrMr'■ur G.M. R.C. 3r-6rr 2r-fin O O
Z DOWEL 12" 3'- Olt 2'-D" 2'-0" 0..222 0.222 0.592 0,015 0.026 U1 LL
SECTION W-W 15" 2 -3 0.648 0.03 0.0
161r 2-6 0.703 0.0
33 0.049 49 SECTION E-E SECTION F-F
24" 3'-0" 0.814 0.059 0.085
SHEET 2 OF 2 SHEET 2 OF 2 SHEET 1 OF 1 3D" 3'-0" 2'-0" 3 -B 0.222 0.222 0.925 0.092 0.127 SHEET 1 0EF HEFT 1 OF 1 SHEET 1 OF 1
840.04 840.04 840.14 840.840.1fi 840.16
8 CONCRETE DROP INLET CONTRACTOR MAY USE PRECAST
CONCRETE DROP INLET SITE/CIVIL
7 OPEN THROAT CATCH BOX CONCRETE DROP INLET OR BRICK 9 FRAME AND GRATE
C9•3
C9.3 -NTS- (FOR PIPES THAT ARE 12" - 30") DROP INLET (840.15)
-NTS- C9•3 (FOR PIPES THAT ARE 12" - 30")
-NTS- C9e3
C,)4, M0
,��,�k L
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Received
© z v v
v M 0 r, n'I 3'-O' p M r -Olt v
C -V Y n ' a y- h•4 SEE ENTAIL OF APRON 13'' $ " #4 8AR H p4 -V 4 - 0 rI 1-+
GENERAL NOTES. F- R. C SUPPORT NOTCH - SEE TOP ELEVATION'''" ..,,,,,,,,, 1"-" Q C , 3 Tr
it _ 214
'~ c(
1 F j Q USE CLASS "B" CONCRETE THROUGHOUT. 'Q R. STD • B40 17 SHEET 1 ` Y 1'-$" ,� r- r `% p q
i--r O C/i PROVIDE ALL GRATESi DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" 1-I f'i t-'M \\ 7<' 8„ ❑1DWE L - B 1 r-1 (., =; �' I--1 Cn p cu CV
r41 '-'-I - --'- ON CEt1TER. USE STEPS WHICH COMPLY WITH STD• DRRWING 84O.8B. la„ J a- t••r � i 7 � � � � DITCH GRADE a 1.L..,-1 �' � � 0 � -.1 Ui � � � �� LL..,,,.J �
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FOR 15" THRU 36 INLET CL FT1 !� z
O Ci 1-, --I y 0 0 = __4 A N� 'mL
~ .p.( OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, 0R #d BAR DOWELS AT f11
I ta" CENTERS AS DIRECTED BY THE ENGINEER. Lu Q z LL [] t'� "' �% "-I 1 "� -
=-n>z rn cc
#4 BAR << M-n>> Lu. e�LL �ODnm _ 11 T i Lu LL
I i I I USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB OC CO z z `N °1 1'-O" 1- Ga Cc C! z :: w N� L - T¢ 1 It
LLJ
r „1 b © -n X I I I )( IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TQ SLAB 9 � � � � � � � � � N � � a hC- � H•- �'"' � � ©� �. �� � M� CU � ��� iO�� ^m � � z Z ;< �',' � � W
C7 I _ AS SHOWN ON STD. NC. 840.00. tq 1 IL- O ,1 L) � r m I I w v)I•- a 0 r Z -� u = 0 CO In I- C) Lu
z I p Q C ----i _' I �7' r Q
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..»{ CONSTRUCT WITH PIPE CROWNS MATCHING. ac � ^ L4-
-.,,� I LV �r___.- -f^^�T9 tt CC
USE STAN ARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOYAN), y >A #4 6AR a Y •i n'� Iy - -" i f C 04 " a
1 840.20 iN07 SHOWN} OR 640.2s (NOT SHOWN). a- , OPENING 3'- 8„ PERMISSIBLE CONSTRUCTION JOINT5 '-' -M }'jT0.
1 7" 1'-7" , Lu cii 0 ii IN WALL FOR r © C� �,-..I-�
$' SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND CRATES. DOWEL•C" , L1J , LMd
- - - - - - c� TROUGH PART SECTION U - U 2 ©- _'
CHAMFER ALL EXPOSED CORNERS 1". DOWEL B',82 OR 1i3 DOWEL-B �/ tf
DOWEL -A DRAWING NOT TO SCALE. PART SECTION V-`{ FAR 42" INLET w 1 �2 N �\�
Ci --- MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION C!
Q n 1 N
T5 12 FEET. V SINGLE FRAME 8 GRATE Q PLAN C0
CONCRETE APRON ti ul
z a ,'-r' 1'•6" FOR DIA. BOLT
W
GRATE SECTION Y-Y � �
a
m Y�- to FRAME SECTION Y-Y
� � PLAN � m DOUBLE FRAME a GRATES � � � rr
M1 M 1 1
,I :�- #4 BAR
TOP ELEVATION
M M FLOW LINE TOP ELEVATION � DITCH ON R O ~ m z
33" MIN. ALL SIZES SEE DETAIL APRON �.. 1 7
A
DITCH GRADE i CD W r 1 3„ I
N a 13^ MIN. r J iL
a = �NCRETE APRON _ IL A --� I
CF61 _
111Ei - N $ 1J m
0 D 6" J $., 342" CL, "Br'-♦ 1" n � 1©$S$SCONCRETE DOW� -vy e 6 CTS. „ m cc 1• C 10 aka
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1' 7" Lt F A 0 A'l]1 e``W u-
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x r"'r a b t u tr �/4 rr x 0
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-4 I 0 B CTS BARS -� tit V CONCRETE APRON ¢ o GRATE SECTION X - X GRATE SECT ION X - X C� 4
N© 4 MIN, I r ♦ z N 0 � X z
1 d 0= v MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE GRATED DROP INLET(BASED ON MIN. HEIGHT, M) z Q � �,. v _ � x � ZE Imo`
2" Y 2 3' F ' BARBAR " �y _
'd f1 a'" Ors. CDHC, 4 g W 'p DIMENSIONS OF BOX AND PIPE REINFORCING STEEL - N0. a BARS CU YDS GONC. IN 80X DEDUCTIONS h^ W \ L F^
E..r i•'i A H+-1i2" ANCHOR ��" cam- z N �' FOR U).. [!)
s" BAR EXP. MAT. Q C'i - H PIPE SPAN WIDTH SPAN WIDTH EIGHT BARS E BARS F 8AR3 G BARS H TOTAL BOTTOM H M PER APRON TOTAL ONE PIPE r gi ' N Z
r CM
z L cx STEP STD. / U) LC T- M r- Z D J K L M H NO, LENGTH NO, LENGTH NO. LENGTH NO. LENGTH LBS. SLAB TOTAL FT HT C,S. R.C. r- Z U3
IM I 9.{ i 640.66 / „A„ CONC. wi 12" a'-B" 2'-0" 3'-8" 2'•0' 3'-9" - - - _ - 0,362 0.926 0,247
Ci m - - - - - - 0,396 1.$$3 D.O1s a.az4 �+ cs
i EE NOTE WALL _r -�"J > � .I �
�1 is" 3`-B" 2'. 0 3' 8" 2'. 0" 9'-D" 0.362 0.968 0.247 0.395 1.745 DA23 0.03s C9 rMi T1 * O�2 0 4
"-4] LMJ 18° 2'-0" 4'-3" - - - - - - - - -- 0.362 1,050 0.247 1 1,807 0.033 0.049 II! -/'! Y
`< 3" � 24" 2'-10" 4' 9" 8 V-5" $ 4%9" - - - - 27 0,444 1.362 0.278 2-201 0.059 0.085 w �' t rr N
li1L SEE NOTE " " , - - - M - ( r t w
SECTION
SECTION Y-Y DETAIL 30 3'-B" 3'-5 5'-3" 8 2 -0" 7 a •9 - 33 0.502 1 ,644 0.288 2.541 O,D92 O, 127 tr, PLAN Q
SECTION X-X U 1E1r'L 36" 4'.0" 4'-0" 5'•9° 8 2'-51, 6 4' 11" 4 _0'-9" 2 4'-11" 47 0.560 1.931 0.321 2.920 0.132 0.116
(APRON SUPPORT NOTCH] ZZ
42" 4'-1D" 4' 10" $' 3" 10 3' 1" 9 5'-7" 1'-5" 3 5' 7" 67 0.704 2.500 O.370 3.677 0.18D D.243 FRAME SECTION X-X OC
DITCH GRADE '� /+ y y
V 48" 5'-4" 5'-4" 6'-g" ii 3'-7" 10 6'-1" 1`-11" 4 6'-1" 87 0.823 3.013 0.407 4.315 0.235 0,317 i.� FRAME SECTION X-X
54" 6'-0" 6'-0" 7'.3" 1 12 4'-1" 11 V-7" 2'<5" 5 6'•7" 107 0.951 3.589 D.444 5.072 0.297 0.401 NOTE:
B'-61, 71.9" 13 4`-9" 12 7' 3" 3'-1" $ 7'-3" 135 1.311 4.539 0.494 6.174 0.367 OA95
SHEET 1 OF 2 I }GRATED D.I. $HEFT 1 OF 2 SHEET 2 OF 2 , SHEET 2 OF 2 SHEET. 1 OF 1 ` EE STD. DWG. 840.25 SHEET 1 OP 1
.1 66" Z'-2" 7'-2 8 3" 14 5'-4" 14 7`-10° 3'-7" 7 7'-?0" 166 1.136 5.061 0.537 6,901 O,44a 0.559 FOR FRAME ANCHORAGE.
840.17 840.17 840.17 72" 3'•8" 2'•0" -81'7'-8" 8'•91, 15 5'-11" 15 B'.5" 4 4'-3" S 8'•6„ 199 1.500 5.860 0'680 0,395 7-568 0.528 0.713 840.17 840.24 840.24
1 CONCRETE DROP INLET 2 CONCRETE DROP INLET 3 CONCRETE DROP INLET
FRAME AND GRATE
C9.4 (FOR PIPES OVER 30") C9.4 (FOR PIPES OVER 30") C9.4 (FOR PIPES OVER 30")
-NTS- -NTS-
-NTS-
FM1T A E. OENERAL NOTES. 1� SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
ri © A CHAMFER ALL EXPOSED CORNERS 1". ow 0-0
IF SPECIFIED. r
KC'� 8" Bx E USE CLASS °'8" CONCRETE T1IROUE#MOUT- f C,i ~
OPTIONAL MANHOLE STATE USE OF SYSTEM ON COVER ¢
-THREADED M ,'� USE #4 BAR O�1fELs AT 12°` CENTER5. _ 14 z ¢ 3
ANCHOR ANCHOR ANCHOR zCM:�C30� �' a' zi"-a��y y�p0 (I.E.: SEWER, STORM DRAIN, ELECTRICAL) z�=c]
t� v c0 +-+ TI �, j MORTAR JOINTS NTS It" z L�" THICK. 1_4 0 0 _ r � I � fII �'� �-r 0 0
-t „ a IL r- r 2r -! i CONGmVE TOE? mLL EXPOSED JOINTS. per. m Z 7 � �Q p LL p � 11-4
Z
" z -q = z, GRATE AND FRAME CRATE AND FRAME GRATE AND FRAME rr ---1 DIA . 0 0 co _ , M A rn = n ,� TOP OF COVER = 0
0 '.I 1 LU < < -i ]� ` ^ )( ' r - USE FORMS TO CONSTRUCT THE BOTTOM SLAB_ CC Z ,� -i
" F^ CaD C 4� rn r ii z JUMBO BRICK 1MILL BE PERMITTED. CONCRETE BRICK OR 4" h- C3 _ -n Z n m O I- Lu U Q �O
z , APPROVED cc ( - z - _ ' a "' 7►X``s I a0 �o CC C7
= CA o o CONCRETE EPDXY =1 " z" ` _ Cf) 5 0 , � m m 6 I SOLID CONCRETE $LOCKS MAY BE USED IN LIEU OF CLAY BRICK. d � w =Eno 0 A A B � B � _ F-
z H
z 0� BRICK v� - o z,.,'CMF-"T1 Apo ! _ z11M z,..,-wrm cnF-- oLM]
C'r-r WALL LL r� J CD r,•,r 1 t ,x cc w 1 r FD1i 8'-0` IN hiEI{31€T OR LESS, "USE B WALL. OVER 6` 0 IN co i- ti �i
C) - z MASONRY 5 < C'3 � = •- s HEIGHT, USE 12 WALL TO B -Q FROM TOP Of WALL, AND B" WALL = O 0 = � z 1 1 1 0'"' a
-� PRECAST 0 W = -a f c} cn ♦ * * * 0 wJ =
3� WALL CONCRETE z . °^' „�` Z� - m - FOR THE AEUAINING $ 0 , ADJUIST DIMENSIONS AHD GUAR ITIES z , y y z
-G WALL I H - i ACOORDIRMY, > a j
C(3 CLLLJ © (n I - - -� IF REINFORCED CONCRETE PIPE 19 SET IN WE SLAB OF BOX, C G . I_ - - - - - - - - - -- - - - - -I L _ _ - J a
x ADO TO BASE AS SHON!'E ON STANDARD NO. W.00, r � r C3
BRICK MASONRY CONCRETE PRECAST ONCRETE " Y 1s 3-� 3" ' y�"
PROVIDE ALL JUNCTION BOXES OVER 3'-6 IN DEPTH WITH STEPSR.
CONSTRUCTION CONSTRUCTION CONSTRUCTION PLAN SEE STANDARD 840,S4 BARS " " 12" CENTERS IN ACCORDANCE WITH STD. Na, 640.86.
FOR MANHOLE COVER & FRAME SEATO C. CED 0" ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES BOTTOM OF COVER 1,2„ ,
OPTICKAL TO INCLUDE THE AUDITION OF THE MANHOLE (I.E. DIAGONAL OARS 1 R.
SHORTENED AROUND OPENING: IN TOP SLAB, ADDITIONAL VARIABLE
DETAIL SHOWING ANCHORAGE OF BRICK MAY BE USED TO 14EIGHT BRICK MASONRY, OPENiNo IN TOP SLAB.)
ADJUST SUR FRAME & COVER MAX, DEPTH OF THIS STAUCTURE FROM TOP OF BOTTOM SLAB TO
CD FRAME FOR GRATED DROP INLET 6° TO SURFACE
ELEVATION MAX< 1' TOP ELEVATION IS 12 FEET. PLAN OF COVER
Cr
cc M w
Z LL cc � � : , . ..: ' .. • .. CO sus � s0i. � .. Z � PLAN OF FRAME � �
^� ® N4 L7 Q W = r r 1' -111�" z V
O = us NOTE: PRECAST z a .`"� M�-N us - m Lu to
Q CONSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL CONCRETE '"" 0: N t? i r' '-' = a, r =
to OR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE. CONSTRUCTION - ¢ u. f- 0 %S co $" ' F � - Q z M N
--I
-m-i > CONCRETE n M U C. � INLET PIPE MI" ;� B g i6 _� SECTION 6" .�-� � H � _ � � 1'-11�" �" � - CL 0 Q
M m CONSTRUCTION a OUTLET ELEVATION C-C 08 D-D DOWEL . i CO co y 1'-10ia" N 0 W
-0 ", v - er I Z ON © SECTION X-X Q ¢
0 < 0 IP- Q FOR MASEE NHOLECOVER840.54
4 FRAME
BRICK MASONRY
i •� •' DIM. Orr Orr CONSTRUCTION �j � H Z > BRICK MAY BE USED TO
DIM. 3 " " ^ 'LT S ADJUST FRAME &COVER
- cp CO _ 0 m e� IM TO suRFACr IIrYAT[DN MAX. 1'
Z DIM. Ulfj
DIM. a Z M �C 0 T�(" x D" E1(P, JOINT
Co 0
tr 0�
-m-i =
m MASONRY ANCHOR CONCRETE ANCHOR PRE AST FRAME AND GRATE INSTALLATION m
3Ygr' DIM. BOLT WITH PLATE �" DIM. BENT BAR CONCRETE ANCHOR FOR NORMAL GROWN AND
" DIA. BENT BAR SUPERELEVATED SECTIONS
I
£ET 1 OF 1 SHEET 1 OF 1 T 1 OF 1 SECTION Y-Y
4O 32
��i
1r11Si ♦fii
�i �ii
INEM
L�
CAI.M..I.�EI��Allli'i11111111I1Y���.1..11111-..Y1111Y�.M.�.I..�H�•�iYYYW-
QUANTITY TO BE ADDED FOR EACH 2' INCREMENT INLET OPENING
ADDITIONAL INLETS
4'-0"
6'-0"
8'-011
10'-0"1
12'-0"
J2'-O"
CONCRETE CU. YDS.
0,191
D.417
0.665
0.897
1A4
1.380
CONCRETE APRON GU. YDS.
10.07410.10
0.222
0.29$
0.370
10.444
m v - 0 Q
< a 1 „ / \ TYPE #1 I+ < LL
err-+ ri `�O
1 `` 1 -1
CD � C -n n Q \ 14 \ ALTERNATE �„ C7 Z
�z,I M 0 - �� SECTION B-B z 9
1
LLJ
41 2'-01�" N, / T MINIMUM WEIGHTS - LBS.
2'_914 � FRAME 180
COVER - 120
SECTION A -A I TOTAL - 300
1 I
HEET 1 OF 1 SHEET 1 OF 1 ` - SHEET 1 OF 1
840.25 840.25 $I 840.32 840.54 TYPE#2 840.54
4 CONCRETE DROP INLET
ANCHORAGE FOR FRAMES CONTRACTOR MAY USE BRICK 5 6 MANHOLE
C9.4 (FOR PIPES OVER 30") JUNCTION BOX OR PRECAST C9.4 BRICK JUNCTION BOX C9.4 FRAME AND COVER
-NTS-
CONCRETE JUNCTION BOX (840,31) -NTS- -NTS-
8'-0"
s 3' 3'
t
I
1 ® t 6" 1'-0` 1'-O" 6"
i
........................... ( �
CONTRACTOR SHALL INSTALLg
NCDOT (840.54) MANHOLE
FRAME AND COVER OVER
THIS PORTION OF THE BOX. CONTRACTOR SHALL INSTALL m° y NCDOT (840.24) FRAME AND E
CONTRACTOR SHALL INSTALL GRATE OVER THIS PORTION
NCDOT (840.24) FRAME AND OF THE BOX.
GRATE OVER THIS PORTIONS
OF THE BOX. CONTRACTOR SHALL INSTALL
CONTRACTOR SHALL FURNISH NCDOT (a40.54) MANHOLE
WITH COVER THAT S CAPABLE FRAME AND COVER OVER
OF SUPPORTING H-20 THIS PORTION OF THE BOX.
LOADINGS 1'-6" Ci1RB AND GUTTER POURED FACE TO FACE
8
r J �. 9
i
a p 1MTH COVER SHALL FURNISH THAT IS
OF SUPPORTING H-20
- i :2 sr°f _ °ems i LOADINGS AND SHALL HAVE A
Z ' MANHOLE FRAME AND LID FOR
Z LLJ
'i �i °� � ACCESS. <
€
' W Q
07 S,_8„
BACK OF CURB
3 ` Y
12" CLASS IV RCP 4 €
CONTRACTOR SHALL INSTALL-,,,,,,,,€ r�°� er' _ 12" CLASS (V RCP PIPE FROM r �� FACE OF CURB
DRAINAGE STAIRS PER NCDOT1je �`� f CI 2 INVERT 2745.54; i �'
840,66 12^ ON CENTER t p S o "� s 7
SLOPE TO DROP INLET
3 3_ o MIN. OF 1.0%
y-------,��, I `� SLOPE TO DROP INLET €
8' € MIN. OF 1.0%
CON ACTOR SHALL INSTALL ' �Y > GON ACTOR SHALL INSTALL
e ; DRAT 4AGE STAIRS PER NCDOT ,FACE OF CURB
840. 6 12" ON CENTER CLASS 1V RCP; ; �!� DRAT AGE STAIRS PER NCDOT
TO DI 11 �. �g 840. 16 12" ON CENTER
BACK OF CURB
30^ CLASS III RCP PIPE FI�OM : ` t E PROPOSED DI 26
DI 8 INVERT = 27 7.91 t .3 3'
BOTTOM BOX=2744.36 <
15" HDPE PIPE FROM SB 31 g 15' HOPE
TO DI 25 INVERT = 2742.14 ` 1 l TO PROP. DI 25 . + �---------
® - CONTRACTOR SHALL INSTALL
DPE TO OT 6
DRAINAGE STAIRS PER NCOOT 24�
4" PVC PIPE (NON -PERFORATED) .°....<-
I
1 840.66 12" ON CENTER �"" I
� � 15" CLASS IV RCP PIPE
IS' CLASS IT RCP
FROM SAND FILTER UNDERDRAfN '70 FED 30 INV = 2744.36 TO sanD FILTER 02 ,
INVERT 2742.28 ; fOREBAv Oil ION BOX=2744.50 a `.; INV = 2744.00 e
BOTTOM OF BOX=2742.14 s,
BOTTOM OF BOX=2744.00
30" CLASS III RCP PIPE
TO HW 7A INV = 2744.50 30' CLASS NI RCP
TOHW9
7 SPLITTER BOX S SPLITTER BOX 9 2' DRAINAGE TROUGH
C9.4 SB 31
C9.4 SB 10 C9"4 PROP. DI 26
-NTS- -NTS- -NTS-
DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES
DIMENSIONS OF 13OX AND PIPE
pEIN1"S#iCEMENT` TOP $LAS
BARB DIMENSIONS
CUBIC YARDS
==IGNS FOR ONE
➢IPE CU.YDfi.
PIPE
SPAN
WIDTH
HEIGHT
CONE.
PRICK MASONRY
n
A
n
„
No.
I ILNWIH L
F
TOP h
BOTTOM
GU. YD.
AII1Y.
HEIGHT
CU. YD
WALL. PEN
FT, HT,
C.S.
R.G.
12.
21_b"
2' 0"
2'-3"
12
3', 1' 3'-4"
3 4"
0.412
0.591
1 0.263
0.020
0,032
15"
2°-0"
2'•0"
2'-6"
12
3'-1' 3'-4^
T-4"
0.412
0.657
1 0.263
0.031
0.047
2'-4"
2'_r
14
9'-5" 3'. 6"
3'4^
0.488
0.814
0.29e
0,044
0.066
24"
3'-0"
W-D'
3'-3"
16
4'-1" 4' 4"
4'-4"
D-G95
1.176
0.352
0.078
0.113
30"
3'-4-
3'-4"
3'-9"
18
4' 5" 4'-8"
a'-8"
0.80T
1.481
0.308
1 0,122
D,110
36"
4'-0"
4'-0'
4'-3"
2O
51•1" 5'-4"
51•4"
1.053
1.959
0.461
1 0.176
0,236
42"
41.-6"
4'-8"
4'-9"
22
5,4` 8'-0"
a-O"
1,333
2.503
0.527 1
0.240
0.323
461,
5`_4"
5' 4rt
5'-3"
26
8'-50 8'-8'
8'-!"
1.546
2.940
0-Sb0
0.313
0,422
54"
5'-1D"
5'-1O"
5'-O"
28
W-11' 7'-?"
7i1-2"
1-902
3.50R
O.BO&
0.395
D.535
00"
6'-6"
$°•6"
5%3"
30
V-7^ 7'-10"
V-10"
2.272
4.113
0,658
0.469
0.660
66"
V-1"
7'•1"
32
8'-2" 8'-5"
W-b"
2.624
4.775
0.708
0.591
1 0-796
Ladd QL121itt Section
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ENGINEERING
Mot ENGINEERING, INC.
21 1 ❑ BEN CRAIG DRIVE
SUITE 4❑❑
CHARLOTTE, NC 28262
PHONE [phone]
FAX: [phone]
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Release Information
Release Date: 7.3.20 1 3
Issued --
Revisions:
Mark Date Description
Sur��3 d �o z �/�3lZo�3
C If.7�31zo�.3
AEI Project No.: 12081
All IDEAS, DESIGNS, DRAWINGS, AND SPECIFICATIONS
SHOWN THERON ARE THE PROPERTY OF ARP
ENGINEERING INC. ALL RIGHTS RESERVED INCLUDING
RIGHTS OF REPRODUCTION. THIS DRAWING MUST
NOT BE REPRODUCED OR COPIED IN WHOLE OR IN
PART WITHOUT THE EXPRESS WRITTEN PERMISSION
OF ARP ENGINEERING INC.
COPYRIGHT Q 2013, ARP ENGINEERING, INC.
Sheet Title
SITE DETAILS
SITE/CIVIL
C9.4