20070566 Ver 2_Stormwater Site Plans_20071108

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PFD VATE',STOR \M \\ • \� \
A _ \, \. \\ DRAINAGE, EASEMENT \\ \ \. • • \. \.
8001
50' RIGHT OF WAY
20' EDGE TO EDGE
LEVEL SPREADER —/ \
(SEE CHART)
4" DIP TO LEVEL
POND # 1 -DRY DETENTION SPREADER
4" CLEAN OUT
1 1
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1 1
6" ;PVC WATERLINE
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DRAINAGE SEMENTi�,�_
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ER GY PIS PATERS `\
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6" PVC WATERLINE
PLANT I 1( I I 1
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/ PLANT HA CHED AREA WITH
MONKEY GRASS LIRIOPE MUSCARI
O.C. �JQ = 485)
�/ . ( / 0)
WATER
R001
50' RIGHT OF WAY
20' EDGE TO EDGE
NOTE: RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE 0 117 21r 4w ow
INSTALLED PRIOR TO THE BEGINNING OF OVERALL SITE
GRADING AND SHALL BE UTILIZED AS A SEDIMENT CONTROL
DEVICE DURING ROADWAY & UTILITY CONSTRUCTION. ONCE
SITE HAS BEEN STABILIZE AND GRADING IS COMPLETED THE jw
'
BASIN SHALL BE CLEANED OUT AND STABILIZED. �CAt. 1'■
No. Revision Date By
Wake gm!y Co 8/24/07 A
D*w
MN
POND
DATA # 1
Date
POND BERM
03/01/02
Checked By
Job Na
387.50
POND BOTTOM
WEIR
E CREST
6!
383.00
RISER WEIR ELEV
OPEN- ALL FOUR SIDES
:.
385.50
RISER ORIFICE
2" ®
ELEV. 383.00
EMERGENCY SPILLWAY
CONCRETE BOX
15' WIDE
@ ELEV. 385.70
OUTLET BARREL
DIA,
33 LF --
18" RCP ® 3.03%
OUTLET BARREL
I NV IN
383.00
OUTLET BARREL
I NV OUT
.382.00
JOINT SEALED WITH A —LOCK
PIPE TO LEVEL
SPREADER
126 LF
- .4" DIP 0 0.509
I NV IN
a.'
383.00
I NV OUT
MANHOLE WALL
382.40
WATER
R001
50' RIGHT OF WAY
20' EDGE TO EDGE
NOTE: RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE 0 117 21r 4w ow
INSTALLED PRIOR TO THE BEGINNING OF OVERALL SITE
GRADING AND SHALL BE UTILIZED AS A SEDIMENT CONTROL
DEVICE DURING ROADWAY & UTILITY CONSTRUCTION. ONCE
SITE HAS BEEN STABILIZE AND GRADING IS COMPLETED THE jw
'
BASIN SHALL BE CLEANED OUT AND STABILIZED. �CAt. 1'■
No. Revision Date By
Wake gm!y Co 8/24/07 A
D*w
MN
kale
AS SHOWN dd
Drawn 8y
Date
MLL
03/01/02
Checked By
Job Na
MLS /NU).
1 02070280
NORWOOD BLUFFS
RALEIGH WAKE COUNTY
NORTH CAROLINA
POND # 1 DETAIL
SKIMIuIFR -
�4 aEenR It
A .C. EACH WAY
11t PREFORMED JOINT
FILLER, It WIDE
1
rL"ATION SECTION
2000 PSF MIN.
BEARING C°'PACITM
BENEATH COLLAR SEE &W SECTION FOR SIZING DATA
TYPICAL ANTI -SEEP COLLAR
NTS
CROSS SECT OIN
NTS.
►Y ELEV.
PAD
Lj•1• .
L_L1 U- 1J SECTION
NOTE: SKIMMERS
SHALL BE USED
6" PRECAST CONCRETE LID
PONDS DURING
EROSION
W/ MANHOLE COVER ACCESS
OF
PROJECT
WEIR
E CREST
6!
. ��
OPEN- ALL FOUR SIDES
:.
4' X 4' ID PRECAST
CONCRETE BOX
ELEVATION: SEE TABLE
.,
6" MIN.
JOINT SEALED WITH A —LOCK
NEOPRENE GASKET CAST IN
a.'
MANHOLE WALL
•
LL
'.fYi'.
iCiO •
•.
i.Y:' GROUT EACH SIDE OF MANHOLE WALL
IY: -f•Jf
(V
Mail
4" DIP TO
LEVEL SPREADER
: •
' d..Q
O-RING' GASK ET; •
CLASS III RCP : • • a .. ' ..:.' ..' . • ..
4"
DIP CAP WITH
•.
''
v
-. ' ..' : OUTLET PIPE
'fix:4 :A a 4.,
f'
2
ORIFICE
!7151
4
_
:. :..
PAVED INVERT
�► f
,'
.• , : ;,, : ; e j
,'
4" DIP TO LEVEL SPREADER
_�
,
GROUT OUTSIDE OF MANHOLE WALL
6 X 6 CONCRETE FOOTING
(2,500 PSI CONCRETE MIN.)
RISER
DRAW
DEVICE DETAIL POND. 1
NTS
NOTE: SKIMMERS
SHALL BE USED
ON
PONDS DURING
EROSION
CONTROL PHASE
OF
PROJECT
LEVEL SPREADER CONSTRUCTION SEQUENCE: 1. INSTALL LEVEL SPREADER AT . SUCH
TIME CONSTRUCTION NEARS COMPLETION AND SEDIMENT BASIN IN VICINITY OF LEVEL
SPREADER IS REMOVED. 2. UPON STABILIZATION OF ALL UPSTREAM DRAINAGE AREA,
VERIFY ALL COMPONENTS OF LEVEL SPREADER ARE INTACT AND FUNCTIONING
CORRECTLY. REMOVE SEDIMENT IF REQUIRED.
0.009° SLOPE ON TOP OF GUTTER
(FLAT SLOPE)
SEE PLAN FOR LEVEL
SPREADER LENGTH
4!'-6!' HIGHER EXISTING SLOPE ON
DOWNSTREAM SIDE
24" CURB & GUTTER 3,000
PSI MIN COMPRESSIVE
STRENGTH) DIFFUSED FLOW THROUGH BUFFER
OUTLET PIPE
ENERGY DISSIPATER
57 WASHED STONE - 4" THICK
COMPACTED MIN PERMAMENT GEOTEXTILE
SUBGRADE UNO RLINER
PROVIDE-4" PLASTIC FRENCH DRAIN TO DRAIN
TO DAYLIGHT. COVER WITH #57 WASHED STONE
LEVEL SPREADER DETAIL
40000000000000000000
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WITHER 5rNE1
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: 919 - 469 -3340 fax: [phone] www.withersravenel.com
Sheet Na
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FLOOD HAZARD SOILS-
�l
PRIVATE. STORM
DRAINAGE EASEMENT
TOP OF BERM = 363.00
T � T
OP-€N SFAC
CM RGENgC�YRP!9P WAY \
FILT R FARBIC -
RIVATE STCI
DRAINAGE EASEMENT
- ` __ --�- --�-- -�-- -T T
4
-4-
1
I
6" PRECAST CONCRETE LID
//_W/ MANHOLE COVER ACCESS
6"
WEIR CREST
ELEVATION: SEE TABLE
4' X 4' ID PRECAST
CONCRETE BOX
6" MIN.
-JOINT SEALED WITH A -LOCK
NEOPRENE GASKET CAST IN
MANHOLE WALL
-GROUT EACH SIDE OF MANHOLE WALL
PAVED INVERT 6"
Y GROUT OUTSIDE OF MANHOLE WALL
='� 6' X 6' CONCRETE FOOTING
(2,500 PSI CONCRETE MIN.)
RISER A IL A & NTS
NOTE: SKIMMERS
SHALL BE USED
ON
PONDS DURING
EROSION
CONTROL PHASE
OF
PROJECT
Designer
AWMLL
Scat
AS SHOWN
Drawn By
Date
MLL
0301/02
Checked By
Job Na
MLS /MLi.
02070280
\ --------- --• - -- -�
01
---------- -------
\ ,
1 ^ -
1 11 � / � 1 - _ � 1
1 \ ` t / - - - -- ----
I\,// /A__
R001
50' RIGHT OF WAY
20' EDGE TO EDGE
orw*%kin d1. 1 _ nDV r1rTrKIT1r1K1
0
BGAII I* 2W
1 ti O
_
1
� 1
_
J to
- 1 _
1 _ _
PVC WATERLINE
F S -7
7.
~ 1 �
SKIMMER
WATER LEVEL DURING STORM
POND
DA TA # 2
SUB
TOTAL
POND BERM
-
I 10
INTENSITY
C
RUNOFF
363.00
POND BOTTOM
Q -25
TOTAL
SLOPE
(ft. /ft.)
358.00
RISER WEIR ELEV
V FULL
(fps)
FULL FLOW
CAPACITY
361,50
RISER. ORIFICE
DS
INVERT
2" 0
ELEV. 358.00
EMERGENCY SPILLWAY
(acres)
10' WIDE
0 ELEV. 361.70
OUTLET BARREL DIA.
(Cfs)
39 LF -
18" RCP 0 0.50%
OUTLET BARREL INV IN
in.
)
358.00
OUTLET BARREL INV OUT
(cf)-
ft.
( )
356.50
(ft
FES - 2
OUTLET- 1
8.10
NORWOOD BLUFFS
RALEIGH WAKE COUNTY
NORTH CAROLINA
ANTI - FLOATATION DEVICE
go
STORM DRAINAGE SCHEDULE DESIGN
FROM
TO
SUB
TOTAL
TOTAL
-
I 10
INTENSITY
C
RUNOFF
Q
INLET
Q -10
TOTAL
Q -25
TOTAL
SLOPE
(ft. /ft.)
MIN
PIPE
SIZE
SIZE
(in.)
V FULL
(fps)
FULL FLOW
CAPACITY
LENGTH
(feet}
US
I NVE RT
DS
INVERT
US
� TOP EL.
1
AREA
(acres)
(acres)
(in./hr.)
COEF.
(Cfs)
cfs )
(cfs)
(DURING CLEARING)
in.
)
(cf )
(cfS)
(cf)-
ft.
( )
ft.
( )
(ft
FES - 2
OUTLET- 1
8.10
8.10
7.22
0.40
23.4
23.4
26.5
0.045
18.3
24
15.3
52.10
66
386.001
383.00
1.22
HW _ 4
HW -3
23.00
23.00
7.22
0.40
66.4
66.4
75.3
00'031
29.1
48
20.1
273.52
97
358.00
355.00
1291
FES -7
FES -6
.0.45
0.45
7.22
0.50
1.6
1.6
1.8
0.197
5.1
15
23.3
30.91
127
383.00
358.00
n a
YI -10
OUTLET-9
0.13
0.13
7.22
0.60
0.6
0.6
0.6
0.083
4.0
15
15.2
0.11
24
385.00
383.00
K:\ 07 \07- 0280F280 -Grote - Norwoord \Proj\STORMWATER \STORM CALCS.XLS
STORM FREQUENCY: 10 YEAR
PIPE TYPE: RCP
N- VALUE: 0.013
S.-FDIM-ENT BASIN
BASIN TYPE 1 = WAKE COUNTY CUSTOM BASIN
BASIN TYPE 2 = DIMENSIONS SHOWN ARE MINIMUMS. . CONSTRUCT TO FUTURE PERMANENT POND SHAPE.
PERMANENT POND RISER TO BE USED AS BASIN RISER DURING CONSTRUCTION
ENERGY DISSIPATE-RS DESIGN
OUTLET #
OUTLET PIPE
DIAMETER
(INCHES)
POST- DEVELOPED
DRAINAGE AREA
GOVERNING
Q(10)
REQUIRED SURFACE
REQUIRED
24"
SURFACE AREA
VOLUME
SPILLWAY
BASIN
12'
OUTLET - 1
D RA I NAG E AREA
(AFTER GRADING /STORM
DRAINAGE AREA
1
AREA
VOLUME
BASIN DIMENSIONS.
PROVIDED
PROVIDED
LENGTH
TYPE
1
(DURING CLEARING)
DRAINAGE INSTALLATION)
)
(cf )
(sf
(cf)-
L x W x De th )
(sf )
(ft
8'
x 4' x 18"
1
ac res )
0.86
(acres)
0.43
(acres
0.86
s
1.86
811
1548
41 21
841
2524
10
1
2
0.83
1.22
1.22
2.64
1151
2196
49 24 3
1193
2387
10
2
FES -8
0.44
0.30
0.44
0.95
415
792
29 15 4
1
430
1291
10
2
B
4
0.40
0.50
0.50
1.08
472
900
31 16 4
489
1467
10
1
5
r -
0.50
n a
0.50
1.08
472
900
I
31 16 4
- -
489
1467
I
0
1
BASIN TYPE 1 = WAKE COUNTY CUSTOM BASIN
BASIN TYPE 2 = DIMENSIONS SHOWN ARE MINIMUMS. . CONSTRUCT TO FUTURE PERMANENT POND SHAPE.
PERMANENT POND RISER TO BE USED AS BASIN RISER DURING CONSTRUCTION
ENERGY DISSIPATE-RS DESIGN
OUTLET #
OUTLET PIPE
DIAMETER
(INCHES)
VELOCITY
(FPS)
RIP -RAP TYPE
PAD
L x W
DIMENSIONS
x THICKNESS)
FES - 2
24"
N/A
CLASS
1
(D50 =13 ")
12'
x 6' x 24"
OUTLET - 1
24 "
17.3
C LASS
1
(D50= 13 11)
16'
x 8' x 24!'
HW -3
48"
20.1
CLASS
1
(D50 =13 ")
20'
x 10' x 24"
FES -7
15
N/A
CLASS
B
(D50=691)
8'
x 4' x 18"
FES- 6
15
23.3
CLASS
1
(D50 =13 ")
10'
x 5' x 24"
4" DIP OUTLET
4"
1.5
CLASS
B
(D50 =6")
3'
x 2' x 18"
FES - 5
18"
4.2
CLASS
B
(D50=6
9'
x 5' x 18"
FES -8
18"
4.2
CLASS
B
(D50 =6 ")
9'
x 5' x 18"
OUTLET -9
15"
15.2
CLASS
B
(D50 =6")
8'
x 4' x 18"
ROAnSIDE DITCH CALCULATIONS
FROM T
TO T
TOTAL (
1 -10 C
C Q
Q -10 V
T
DEPTH V
VELOCITY S
SHEAR
TEMPORARY LINER P
PERMANENT LINER
STATION S
STATION D
D.A. ACRES (
(IN•/HR.) C
COEF. (
(CFS)
11+00 R 1
14 +00 R 4
4.00 7
7.22 0
0.40 1
11.55 0
0.098 0
0.63 8
8.37 3
3.85 n
n a P
P550
S
+50 R
1.20 7
7.22 0
0.40 3
3.47 0
0.025 0
0.54 3
3.41 0
0.84 S
S75 S75BN G
GRASS
19 +00 R 2
21+00 +00 R 1
1 0.30 7
7.22 0
11+00 L 1
12 +00 L 0
0.10 7
7.22 0
0.60 0
0.43 0
0.098 0
0.22 2
2.54 1
1.35 n
n a
14 +00 L 1
14 +75 L 0
0.10 7
7.22 0
0.60 0
0.43 0
0.020 0
0.33 1
1.12 0
0.41 S
S75 S75BN G
GRASS
16 +50 L 1
18 +00 L 0
0.10
7.22 0
0.60 0
0,87 0
0.098 0
0.29 3
3.03 1
1.77 n
n To-
19 +0o L 2
SHALL BE NORTH AMERICAN GREEN (AS SPECIFIED IN TABLE) OR APPROVED EQUAL.
LEVEL SPREADER
LEVEL SPREADER LENGTH
1 13'
2 13'
ANTI -SEEP COLLAR ----J
RCP OUTLET PIPE
CROSS SECTION
NTS.
TOP OF DAM
EMERGENCY SPILLWAY ELEV.
EARTH DAM
DISSIPATOR PAD
RIP RAP
FLARED END SECTION
LEVEL SPREADER CONSTRUCTION SEQUENCE: 1. INSTALL LEVEL SPREADER AT SUCH
TIME CONSTRUCTION NEARS COMPLETION AND SEDIMENT BASIN IN VICINITY OF LEVEL
SPREADER IS REMOVED, 2. UPON STABILIZATION OF ALL UPSTREAM DRAINAGE AREA,
VERIFY ALL COMPONENTS OF LEVEL SPREADER ARE INTACT AND FUNCTIONING
CORRECTLY. REMOVE SEDIMENT IF REQUIRED.
0.009 SLOPE ON TOP OF GUTTER
(FLAT SLOPE)
SEE PLAN FOR LEVEL
SPREADER LENGTH
4!o-6' HIGHER EXISTING SLOPE ON
DOWNSTREAM SIDE
24" CURB & GUTTER RENGTH) � I _ _ DIFFUSED FLOW THROUGH BUFFER
PSI MIN COMPRESSIVE
OUTLET PIPE
ENERGY OISSIPATER.Z/Ior ��-- 3' -0"
57 WASHED STONE - 4" THICK
COMPACTED (MIN) PERMAMENT GEOTEXTILE
SUBGRADE UNDERLINER
PROVIDE 4" PLASTIC FRENCH GRAIN TO GRAIN
TO DAYLIGHT. COVER WITH #57 WASHED STONE
LEVEL SPREADER DETAIL
r . REBAR 17'
// C. EACH WAY
1 /Z PREFORMED JOINT
FILLER, 12 WIDE
J ii • 1
<1
M r
wi
ELEVATION SECTION
2000 PSF MIN.
eEnaiNC cnPncrn SEE gMp SECTION FOR SIZMIG .DATA
BENEATH COLLAR
TYPICAL ANTI -SEEP COLLAR-
STORM DRAINAGE AND EROSION CONTROL
DETAILS AND SCHEDULES -POND # 2 DETAIL
NTS
aO
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30856 � m
0 / 00
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WITH El�v RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
111 MacKenon Drive Cory, North Carolina 27511 tel; 919 - 469 -3340 fox: 919 - 467 -6008 www.withersravenel.com
Sleet Na
6 d11
ANTI -SEEP COLLAR ----J
RCP OUTLET PIPE
CROSS SECTION
NTS.
TOP OF DAM
EMERGENCY SPILLWAY ELEV.
EARTH DAM
DISSIPATOR PAD
RIP RAP
FLARED END SECTION
LEVEL SPREADER CONSTRUCTION SEQUENCE: 1. INSTALL LEVEL SPREADER AT SUCH
TIME CONSTRUCTION NEARS COMPLETION AND SEDIMENT BASIN IN VICINITY OF LEVEL
SPREADER IS REMOVED, 2. UPON STABILIZATION OF ALL UPSTREAM DRAINAGE AREA,
VERIFY ALL COMPONENTS OF LEVEL SPREADER ARE INTACT AND FUNCTIONING
CORRECTLY. REMOVE SEDIMENT IF REQUIRED.
0.009 SLOPE ON TOP OF GUTTER
(FLAT SLOPE)
SEE PLAN FOR LEVEL
SPREADER LENGTH
4!o-6' HIGHER EXISTING SLOPE ON
DOWNSTREAM SIDE
24" CURB & GUTTER RENGTH) � I _ _ DIFFUSED FLOW THROUGH BUFFER
PSI MIN COMPRESSIVE
OUTLET PIPE
ENERGY OISSIPATER.Z/Ior ��-- 3' -0"
57 WASHED STONE - 4" THICK
COMPACTED (MIN) PERMAMENT GEOTEXTILE
SUBGRADE UNDERLINER
PROVIDE 4" PLASTIC FRENCH GRAIN TO GRAIN
TO DAYLIGHT. COVER WITH #57 WASHED STONE
LEVEL SPREADER DETAIL
r . REBAR 17'
// C. EACH WAY
1 /Z PREFORMED JOINT
FILLER, 12 WIDE
J ii • 1
<1
M r
wi
ELEVATION SECTION
2000 PSF MIN.
eEnaiNC cnPncrn SEE gMp SECTION FOR SIZMIG .DATA
BENEATH COLLAR
TYPICAL ANTI -SEEP COLLAR-
STORM DRAINAGE AND EROSION CONTROL
DETAILS AND SCHEDULES -POND # 2 DETAIL
NTS
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0 / 00
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WITH El�v RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
111 MacKenon Drive Cory, North Carolina 27511 tel; 919 - 469 -3340 fox: 919 - 467 -6008 www.withersravenel.com
Sleet Na
6 d11

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No• Revision Date B
Designer
W &R
Scale
1 to = 50'
Drawn By
Date
MLS
1 1 -07 -07
Checked By
Job No.
W &R
02070280,00
N RWOOD BLUFFS
Wake Coun
North Carolina
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WITH R R" -E N E
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
Sheet No.
EX�3