SW4210901_Plansheet - Misc. Detail_20220105

KIMMER
TOP ET
IE BAFFLES WITH METAL
ROPE RTO REST SKIMMER CLASS B STONE T-POST, WOVEN WIRE
(4'X4'X1') FABRIC BACKING AND COIR
[FIBER NETTING
PROTECT WEIR (SEE SHEET 1 of:W
WITH FILTER FILTER
FABRIC 0
FABRIC 111 25%215 LL 25% 25%
Tfi HIHifil V` BAFFLES
yffiffi=ff_5'x3'x18" AT 25% BOTTOM
6" STONE APRON WITHul BASIN LENGTH
FILTER FABRIC LENGTH
NOTES: SKIMMER BASIN CROSS SECTION
-EARTH BERM SHALL BE STABILIZED w/SEEDING
ACCORDING TO PLAN SPECIFICATIONS.
TOP OF DAM /-LINE WEIR WITH
FILTER FABRIC TOP OFDAM
WEIR
ffl
LENGTH
-111-111 II II -111 - -
DITCH AND B
URY FILTER
TIM FABRIC EDGE (MIN. 12" OF
ll
FABRIC)
ffl ffl 111111111111 ffl ffl ffl M
Ilk �/
WEIR CROSS SECTION
MAINTENANCE
• INSPECT TEMPORARY SKIMMER BASIN AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE
BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN. PLACE THE SEDIMENT THAT IS
REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR BAFFLES.
• CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET
BELOW THE LOW POINT OFTHE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SUGHTLYABOVE DESIGN GRAD E.STABI LIZE THE
EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE BASIN IMMEDIATELY AFTER CONSTRUCTION WITH
SEEDING AND MATTING, AS NEEDED.
STANDARD TEMPORARY SKIMMER BASIN SHEET I OF 2
-SCALE: NTS
GENERAL EROSION CONTROL NOTES:
1. SEE EROSION CONTROL SHEETS FOR SKIMMER BASIN DIMENSIONS
2. DAM HEIGHT MAXIMUM OF 5'FROM ORIGINAL GROUND SURFACE.
3. SOIL STABILIZATION FABRIC REQUIRED FOR EMERGENCY SPILLWAY. INSTALL THE SPILLWAY IN UNDISTURBED SOIL
TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH
AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY.
THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC
MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE
DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC
MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE
FABRIC MUST BE ONE PIECE, NOTJOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE
LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS.
SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER
SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE
FABRIC IN A TRENCH WITH STAPLES OR PINS.
COIR FIBER BAFFLE SPECIFICATIONS FOR SKIMMER BASINS
Construction MATERIALS
Spe7SO cifications I . I I matting made of 100% coconut fiber (coin) twine woven into high
Strength matrix with the properties shown in Table 6.65a.
2. Staples should be made of 0.125 inch diameter new stool wire formed into a
`U' shape not less than 12 inches in length with a throat of I inch in width. The
staples anchor the porous baffles into the sides and bottom of the basin.
3. Ensure that stool posts for porous baffles are of a sufficient height to support
baffles at desired height. Posts should be approximately 1-31S" wide measured
parallel to the fence. and have a minimum weight of 1.25 lb/linear ft. The posts
must be equipped with an anchor plalt-, having a minimum area of 14.0 square
inches and be of the self -fastener angle steel type to have a means of retaining
wire and coix fiber mat in the desired position without displacement.
4. Use 9-gauge high tension wire for support wire.
Table 6.65a Specifications
for Porous Baffle Material Coir Fiber Baffle Material Prooertv Reauirements____�
0
0
z
M M
Z
M
C0
.0 x
Cn
Z --i
x >
C >
_06
00 0
> 0
>
M Z
_n
C)
7)
>
Cal
z
111340. 0
y 2" WEEP WEEP HOLES
PLAN
F
#4 BAR Z
TOP ELEVATION
6
SECTION X_x
-
6" 1
7
SEE NOTE
OF BOX & PIPE
NOTE: YARD INLET/CATCH BASIN
TO BE OPEN ON ALL FOUR SIDES
AND HAVE MANHOLE LID IN TOP
BAFFLES WITH METAL T-POST,
WOVEN WIRE FABRIC BACKING AN
COIR FIBER NETTING
SEE BAFFLE
BOTTOM DETAIL (THIS
ANCHORE SHEET)
E E T�)�
WITH STAPLES
SKIMMER
DEWATERING DEVICE
WITH RETRIEVAL ROPE
TOP OF
DAM 5'-0"'
ANCHORE
HORE HILL 1,
WITH
TH STAPLES
LES
DEVICE
E RETRIEVAL
ROPE
FILTER FABRIC
LINED WEIR
RIPRAP
STONE
ENERGY
DISSIPATER
4'X4'X1'CLASS B
STONE UNDER SKIMMER
ROPE WITH STAKE
PERSPECTIVE VIEW
NOTES:
1. DRIVE STEEL FENCE POST AT LEAST 18 INCHES
INTO SOLID GROUND.
2. WOOD POST ARE NOT ACCEPTABLE.
3. DIRECT WATER TO TOP OF BASIN USING
STABILIZED DITCH, SLOPE DRAIN PIPE OR
OTHER APPROVED METHOD.
SPACE BAFFLES 25% OF
BASIN BOTTOM LENGTH
BAFFLE DETAIL
CORR FIBER MATTING -
SECURE WITH NYLON
ZIP TIES.
ZIP
FLOWDON
ST
WOVEN WIRE FABRIC.-/
SECURE WITH NYLON TT 1 1
11
ZIP TIES. Eft
T-POSI-
SHEET 2 OF STANDARD TEMPORARY SKIMMER BASIN SCALE:NTS2
NOTES:
1. SKIMMER IS TO BE A SURFACE DEWATERING DEVICE.
FAIRCLOTH SKIMMER SPECIFIED.
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN
TEMPORARY BASIN OR TO RISER INLET.
3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN.
RIG
OUTLET END: CONNECTII
TO OUTLET PIPE OR RISE
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
STANDARD SKIMMER DETAIL SCALE:NTS
NOTE: SKIMMER TO BE MANUFACTURED BY FAIRCLOTH SKIMMER. THE SKIMMER AND
ORFICE ARE SIZED ACCORDING TO FAIRCLOTH SKIMMER SIZING CALCULATOR THAT
CAN BE FOUND AT HT-FPS://FAIRCLOTHSKIMMER.COM/SKIMMER-SIZING/. SIZING IS
SHOWN ON TEMPORARY SKIMMER BASIN CHART PROVIDED IN THE PLANS.
PROPERTY OWNER TO ENSURE THAT NPDES STORMWATER LOGS
Top
Bank
Zone 2
'One Managed
Zone 2
Stream
Undisturbed Vegetation
Managed
Zone 1
Natural No Impervious
Vegetation
Undisturbed
Vegetation Area
No Impervious
Natural
Area
Vegetation
30' 20'
Centerline
Stream
20'
30'
TYPICAL STREAM BUFFER
CROSS-SECTION
NOTES: USE CLASS "B" CONCRETE THROUGHOUT.
U)
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
<
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
<
12" CENTERS AS DIRECTED BY THE ENGINEER.
M
0 0
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
UL _j CL 1­4 z
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
0 0 in
AS SHOWN ON STD. NO. 840.00.
< I= :z 3-
LU LL
<
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
I-_ 0 O0
8'-0' TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
cc
<
QUANTITIES ACCORDINGLY.
�- = Z LU
CO I-- LL 0 _j
CONSTRUCT WITH PIPE CROWNS MATCHING.
x 0 1­4 <
0 CO
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
>
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CL
CHAMFER ALL EXPOSED CORNERS 1".
LU
0
DRAWING NOT TO SCALE.
INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE
ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST
QUANTITIES ACCORDINGLY.
z
1-4
U)
Cal
cc
TOP SLAB dJ
0
GUTTER LINE U_
1 " 0
#4 BAR Z 6"' 0 1--
2'- -4 LU
4- 3
TOP ELEVATION VATION Cr
---- 7-111'2" CLR,
0 9C
10 0 0 00
PIPE WALL 01 1 CC
I(THICKNESS VARIES � <
(MIN.) a:
1 z
#4 BAR Z < Z
I CO LU
SECTION Y-Y PART SECTION Y-Y 0E-4
SHOWING DETAILS AT OPENING _j LU
0 l.-
z
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) Uj LU
REINFORCING ITOP & BOT. SLAB CU. YDS. CONC. TOTAL QUANTITIES DEDUCTION DED. ONE I=
6" THROAT
BARS - X I BARS - Y I BA DIMENSIONS IN BOX BOX & SLABS ONE 1 0
0. Z IPENING
LENGTH I NO.1 LENGTH 1 0 TOP SLAB 1307. 8LABIWALL/Fr. UIG. REINF.1 YD' (MIN III) C.S.C. S. R.C.R. C. YD' z
T LENGTH
3'-0" 1 6 1 4'-3" 2 4'-3" 3'- 3 0.015 0.032 2.24 4'- 6 0.181 1 0.271 1 0.250 27 1 1.046 "1
1 1 W-O" 1 A I A' -a" 1 9 a7 I i inn n nga n nnR n nea0
0.053
0.059 SHEET 1 OF 2
0.066
0.066 840.04
3 i"
MIN.
T
OPE
TEMPORARY SWALE CHART, IKERNODLE LANDING SUBDIVISION PHASE 2
SWALE
UPSTREAM
SWALE
AREA
(AC.)
AREA
TOTAL
(AC)
COMPOSITE C
CX1
Q(CFS)
TOTAL
CL(CFS)
SLOPE
(%)
LEFT
SLOPE
RIGHT
SLOPE
TYPE
LINER
N
FLOW
DEPTH
(FT)
ACTUAL
DEPTH (FT)
TOP(TOP(FT)T(PSF)
VELOCITY
(FT/SEC)
BOTTOMWIDTH
(FT)
LINING
STAPLE
PATTERN
17
-
0.05
0.05
0.4
2.20
0.09
0.09
1.50
31
4:1
TRI
N/A
0.020
0.14
1.50
10.5
1.31
0.13
N/A
N/A
N/A
18
19
0.56
0.92
0.4
2.20
0.99
1.62
1.50
3:1
4:1
TRI
TEMP
0.053
0.57
1.50
10.5
1.43
0.53
N/A
NAG S75 OR EQUAL
D
24
-
0.11
0.11
0.4
2.20
0.24
0.24
4.00
31
4:1
TRI
N/A
0.037
0.18
1.50
10.5
1.61
0.22
N/A
N/A
N/A
25
0.10
0.10
0.4
2.20
0.22
0.22
5.30
3:1
4:1
TRI
N/A
0.036
0.17
1.50
10.5
1.77
0.26
N/A
N/A
N/A
26
0.16
0.16
0.4
2.20
0.35
0.35
5.25
31
4:1
TRI
N/A
0.035
0.20
1.50
10.5
2.01
0.31
N/A
N/A
N/A
27
26
0.16
0.32
0.4
2.20
0.35
0.70
6.00
3:1
4:1
TRI
TEMP
0.033
0.25
1.50
10.5
2.62
0.92
N/A
NAG S75 OR EQUAL
D
28
27
1.07
1.39
0.4
2.20
2.35
3.06
4.00
3:1
4:1
TRI
N/A
0.033
0.46
1.50
10.5
3.10
1.15
N/A
NAG S75 OR EQUAL
D
29
0.14
0.14
0.4
2.20
0.30
0.31
4.00
4:1
3:1
TRI
N/A
0.045
0.24
1.50
10.5
1.54
0.60
N/A
32
33
OA4
0.29
0.4
2.20
0.30
1 0.63
6.10
4:1
3:1
TRI
1 TEMP
0.034
0.24
1.50
10.5
2.56
0.90
N/A
NAG 575 OR EQUAL
D
33
0,15
0.15
0A
2,20
0.33
0.33
5.25
4:1
3:1
TRI
N/A
0.035
0.20
1.50
105
101
031
N/A
N/A
N/A
34
0.04
0.04
0.4
2.20
0.09
0.09
5.30
4:1
3:1
TRI
N/A
0.037
OA2
1.50
10.5
1A1
020
N/A
N/A
N/A
35
18
0.37
1.29
0.4
2.20
0.81
2.84
3.40
4:1
3:1
TRI
TEMP
0.033
0.46
1.50
10.5
3.03
0.98
N/A
NAG S75 OR EQUAL
D
36
-
0.15
0.15
0.4
2.20
0.33
0.33
1.50
4:1
3:1
TRI
N/A
0.040
0.26
1.50
10.5
1.13
0.11
N/A
N/A
N/A
37
0.09
0.09
0.4
2.20
0.19
0.19
2.00
4:1
3:1
TRI
N/A
0.040
0.20
1.50
10.5
1.10
0.12
N/A
N/A
N/A
38
0.06
0.06
0.4
2.20
0.12
0.12
1.00
4:1
3:1
TRI
N/A
O,044
0.20
1.50
10.5
0.72
0.06
N/A
N/A
NJA
39
0.07
0.07
0.4
2.20
0.15
0.15
1.50
3:1
4:1
TRI
N/A
0.041
0.19
1.50
10.5
0.90
0.09
N/A
N/A
N/A
40
0.05
0.05
0.4
2.20
0.11
0.11
1.00
3:1
4:1
TRI
N/A
0.044
0.19
1.50
10.5
0.69
0.06
N/A
N/A
N/A
41
0.10
0.10
0.4
2.20
0.21
0.21
2.00
3:1
4:1
TRI
N/A
0.040
0.21
1.50
10.5
1.14
0.12
N/A
N/A
N/A
42
0.19
0.19
0.4
2.20
0.41
0.41
1.50
3:1
4:1
TRI
N/A
O,039
0.28
1.50
10.5
1.21
0.13
N/A
N/A
N/A
43
0.55
0.55
0.4
2.20
1.21
1.21
3.75
4:1
3:1
TRI
N/A
0.034
0.36
1.50
10.5
2.65
0.94
N/A
NAG S75OREQUAL
D
44
6.04
6.04
0.4
2.20
13.29
13.29
2.00
3:1
3:1
TRI
N/A
0.032
1.04
1.50
9.0
4.10
1.30
N/A
NAG S75 OR EQUAL
D
45
0.30
0.30
0.4
2.20
066
0.66
100
3.1
3.1
TRI
N/A
0.040
1 1.50
9.0
127
0.26
N/A
N/A
N/A
46
0.12
0.12
1 0.4
1 0.26
()!26
-7 .50
3:1
11
TRI
1 N/A
O�040
0.27
1 1.50
9. 0
1!17
0!2 5
N/A
N/A
NJA
47
4.90
4.90
1 0.4
1 2.20
1 10.78
110.78
1.50
3 1
1 3:1
TRI
I N/A
0.033
1.03
I 1-.so
9.0
1 3.12
0.96
WA
NAG 57; OR EQUAL
I = 5.5 1 N/HR (2-YR STORM) TEMPORARY IT NER = NORTH AMERICAN GREEN OR EQUAL
C=0.40 TRI =TRIANGULAR
TRAP =TRAPE701DAL (WITH BOTTOM WIDTH)
PERMANENT SWALE CHART, KERNODLE LANDING SUBDIVISION PH2
SWALE
UPSTREAM
SWALE
AREA
(AC.)
AREA
TOTAL
(AC)
COMPOSITE C
CX1
Q (CFS)
TOTAL
CKCFS)
SLOPE
LEFT
SLOPE
RIGHT
SLOPE
TYPE
LINER
N
FLOWACTUAL
DEPTH
FT
DEPTH (FT)
TOP(F­U
VELOCITY
(FT/SEC)
T (P SF)
BOTTOMWIDTH
(FT)
REMARKS
17
-
0.05
0.05
0.4
2.79
0.14
0.14
1.50
3:1
4:1
TRI
N/A
0.045
0.22
1.50
10.5
0.83
0.19
N/A
18
19
0.56
0.92
0.4
2.79
1.56
2.56
1.50
3:1
4:1
TRI
N/A
0.040
0.61
1.50
10.5
1.97
0.52
N/A
24
0.11
0.11
0.4
2.79
0.31
0.31
4.00
3:1
4:1
TRI
N/A
0.045
0.24
1.50
10.5
1.54
0.60
N/A
25
0.10
010
0A
2.79
0.28
0.28
5.30
3:1
4:1
TRI
N/A
0.045
0.22
1.50
10.5
1.65
033
N/A
26
0.16
0.16
0.4
2.79
044
044
525
31
4:1
TRI
N/A
0.045
0.26
1.50
10.5
1.86
0.85
N/A
27
26
0.16
0.32
0A
2.79
0.45
0.89
6.00
3:1
4:1
TRI
N/A
0.045
0.33
1.50
10.5
2.34
1.24
N/A
28
27
1.07
1.39
0.4
2.79
298
388
400
11
4:1
TRI
N/A
0.040
0.59
1.50
10.5
3.18
1.47
N/A
29
0.14
0A4
0A
2.79
0.38
0,39
4.00
4:1
3:1
TRI
N/A
0.045
0.26
1.50
10.5
1.65
0.65
N/A
32
33
0.14
1 0.29
0.4
1 2.79
0.38
1 0.80
6.10
4:1
1 3:1
TRI
N/A
0.045
1 0.32
1.50
1 10.5
2.23
1 1.22
N/A
33
-
0.15
0.15
0.4
2.79
0.42
0.42
5.25
4:1
1 3:1
TRI
N/A
0.045
0.26
1.50
10.5
1.78
0.85
N/A
34
-
0.04
0.04
0.4
2.79
0.12
0.12
5.30
4:1
3:1
TRI
N/A
0.045
0.16
1.50
10.5
1.34
0.53
N/A
35
18
0.37
1.29
0.4
2.79
1.03
3.60
3.40
4:1
3:1
TRI
N/A
0.040
0.60
1.50
10.5
2.86
1.27
N/A
36
-
0.15
0.15
0.4
2.79
0.41
0.41
1.50
4:1
3:1
TRI
N/A
0.045
0.32
1.50
10.5
1.14
0.30
N/A
37
0.09
0.09
0.4
2.79
0.24
0.24
2.00
4:1
3:1
TRI
N/A
0.045
0.25
1.50
10.5
1.10
0.31
N/A
38
0.06
0.06
0.4
2.79
0.16
0.16
1.00
4:1
3:1
TRI
N/A
0.045
0.25
1.50
10.5
0.73
0.16
N/A
39
0.07
0.07
0.4
2.79
0.19
0.19
1.50
3:1
4:1
TRI
N/A
0.045
0.24
1.50
10.5
0.94
0.22
N/A
40
0.05
0.05
0.4
2.79
0.15
0.15
1.00
3:1
4:1
TRI
N/A
0.045
0.24
1.50
10.5
0.74
0.1.5
N/A
41
0.10
0.10
0.4
2.79
0.27
0.27
2.00
3:1
4:1
TRI
N/A
0.045
0.26
1.50
10.5
1.14
0.32
N/A
42
0.19
0.19
0.4
2.79
0.52
0.52
1.50
3:1
4:1
TRI
N/A
0.045
0.35
1.50
10.5
1.21
0.33
N/A
43
0.55
0.55
0.4
279
153
153
375
4:1
3:1
TRI
N/A
0.045
0.41
1.50
10.5
2.09
0.96
N/A
44
6.04
6.04
0.4
2.79
16.84
16.84
2.00
3:1
3:1
TRI
N/A
0.030
1.11
1.50
9.0
4.56
1.39
N/A
45
0.30
0.30
0.4
2.79
0.84
0.84
1.00
3:1
3:1
TRI
NJA
0.045
0.48
1.50
9.0
1.22
0.30
N/A
46
0.12
0.12
0.4
2.79
0.33
0.33
1.50
3:1
3:1
TRI
045
0.32
1.50
9.0
1.07
0.30
N/A
47
4.90
4.90
0.4
2.79
13
13.66
1.50
. 3:1
3:1
TRI
1.09
1.50
9.0
3.83
1.02
N/A
1 =6.97 I N/HR (10-YR STORM) TRI =TRIANGULAR
C=0.40 TRAP =TRAPEZOIDAL (WITH BOTTOM WIDTH)
TEMPORARY SKIMMER BASIN CHART, KERNODLE LANDING PHASE 2
REQUIRED
REQUIRED
SURFACE
TOTAL
TOTAL
COMPOSITE
10-YEAR
TOP
TOP
DEPTH
SIDE
SEDIMENT
VOLUME
SURFACE
AREA
EM EIRGENCY
SKIMMER
ORIFICE
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DISTURBED
C-VALUE
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Q,,(CIFS)
LENGTH
WIDTH
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SLOPES
VOLUME
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PROVIDED
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SIZE(IN.)
(IN.)
TIME(DAYS)
AREA (AC)
AREA (AC)
Y (I NIHR)
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(CU FT)
(FT)
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FT)
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8
6.65
2.27
0.40
5.57
14.82
100
50
2.00
2:1
4086
8864
4817
5000
15', 0.5'Flow
2.0
1.75
3.07
9
4.94
1.74
0.40
5.57
11.01
90
40
2.00
2:1
3132
6224
3578
3600
15', 0.5'Flow
2.0
1.50
2.93
10
1.50
0.44
0.40
5.57
3.34
50
25
2.00
2:1
792
1964
1086
1250
5', 0.5'Flow
2.0
0.75
370
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DRAWN BY: JAS
CHECKED BY: ARS
DATE: 10/14/2020
PROJECT NO.: 302.19
REF. NO.:
SCALE: NO SCALE
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