HomeMy WebLinkAboutConstruction Drawings C-301 V1i
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9.3 LF 12" \ ® 0.10% �-
35.7 LF 12" PVC
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\ Ij 88.0 1 F 12" I PVC ® 1.08
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SDCB-
/ N: 709439.12 E: 2461425.00
RIM: 2618.06
INV IN: 2615.24 12"(E)
INV OUT: 2615.24 12"(SW)
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SDCB-5 D1
N: 709421.02 E: 2461391.73
RIM: 2617.47
INV IN: 2615.20 12"(NE)
INV OUT: 2615.20 12"(W)
C D4) SDCB-6
N: 9375.47 E: 2461408.65
RIM: 2618.59.
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SDCB-9
N: 709128.08 E: f61409.88
R2618.311
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LF 12" PVC ® 1.50%
U> SGT-01
N: 709205.68 E: 2461480.04
RIM: 2620.44
INV IN: 2615.83 12"(E)
INV OUT: 2615.57 12"(S)
so
L09439.80 E: 244613t
2618.41
- - INV OUT: 2616.19 12"(W)
V/
3.0LF6"PVC ® 1
27.1 LF 6" PVC ® 1
B- // N: 709394.84 E: RIM:
261
SDCB-7 D4 RIM: 261
N: 709382.17 E: 2461722.12
p RIM: 2617.80
26e �� D21 D16
+- w wt
63.2 LF 12" PVC ® 0.39%-
LF 6" PVC ® 1.00% fro RD RD
ILD13 D14
D3 D3
26.3 LF 8" PVC ® 1.00% 77.9 LF 8" PVC ® 1.00%
!.3 LF 12" PVC ® 2.30% 6.3 LF 6" PVC ® 7.85% 6.1 LF 6" PVC ® 21.47%
53.5 LF 12" PVC ® 1.00%
D5 SDMH-2
N: 709307.69 E: 2461762.58
RIM: 2619.99
INV IN: 2616.11 12"(W)
INV IN: 2616.11 12"(E)
INV IN: 2616.11 12"(S)
INV OUT: 2616.11 12"(N)
S LF 12" PVC ® 2.30%
LF 6" PVC ® 1.00% 93.4 LF 12" PVC ® 2.409
3.0 LF 6" PVC ® 1.67i
617 I -3.0 LF 6" PVC ® 1.67%
D9
616
57.6 LF 6" PVC ® 3.99%
1
`158.0 LF 12" PVC ® 0.10% -
w w w w-
43.0 LF 12" PVC ® 0.1
D1 SDCB-1-
N: 709092.86 E: 2461573.76
i26�9 RIM: 2618.52
INV OUT: 2615.70 12"(N)
a
SDMH-1 D5
N: 709138.87 E: 2461571.83 b
RIM: 2619.48
INV IN: 2615.65 12"(S)- w w w
INV IN: 2616.15 6"(N)
INV OUT: 2615.65 12"(W)
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w
N SDCB-2 Dt
N: 709307.67 E: 2461781.1
RIM: 2619.24
INV OUT: 2616.24 12"(W)
15.6 LF 12" PVC i 0.70
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J-U-B ENGINEERS, INC.
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SCALE IN FEET Lu
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DRAINAGE NOTES
AGENCY REVIEW
D1
TYPE I CATCH BASIN PER ISPWC SD-604
D2
1000 GAL. SAND AND GREASE TRAP PER ISPWC
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SD-624.
k`'S CE N S�NG2
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INLET BAFFLE ELEV. = 2615.22
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OUTLET BAFFLE ELEV. = 2615.72
BAFFLE SEPARATION = 20 IN.
D3
DOWNSPOUT, TYP., INV. = 2618.50
2°
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D4
SHALLOW INLET PER ACHD SUPPLEMENTAL SD-715
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FGH M MP
D5
STORM DRAIN MANHOLE PER ISPWC SD-611
NOT FOR
D6
CLEANOUT LOCATION 1, INV. = 2618.45 3
CONSTRUCTION
D7
CLEANOUT LOCATION 2, INV. = 2618.45 3 0
N
D8
CLEANOUT LOCATION 3, INV. = 2617.48 3 0
w w m
o 0
D9
CLEANOUT LOCATION 4, INV. = 2618.45 s
0 i o
D10
CLEANOUT LOCATION 5, INV. = 2618.45 3
c30
a = U m w
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Dt 1
CLEANOUT LOCATION 6, INV. = 2618.45
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m
D12
CLEANOUT LOCATION 7, INV. = 2618.14 3 0
5DOz
z 0 } a
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D13
CLEANOUT LOCATION 8, INV. = 2617.84 3
3
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D14
CLEANOUT LOCATION 9, INV. = 2616.68 s
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D15
1 0 0
STORMWATER BASIN A °
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D16
STORMWATER BASIN B ;o
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D17
STORMWATER BASIN C o
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DAYLIGHT PIPE IN BASIN, INV. = 2616.50. INSTALL INLET
F w Q
D18
PROTECTION APRON AND FLOW SPREADER PER ACHD
= 0 n
SUPPLEMENTAL SD-628.
m w w
DAYLIGHT PIPE IN BASIN, INV. = 2615.50. INSTALL INLET
z0
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Dt9
PROTECTION APRON AND FLOW SPREADER PER ACHD
z
SUPPLEMENTAL SD-628.
DAYLIGHT PIPE IN BASIN, INV. = 2616.75. INSTALL INLET
D2o
PROTECTION APRON AND FLOW SPREADER PER ACHD
SUPPLEMENTAL SD-628.
DAYLIGHT PIPE IN BASIN, INV. = 2615.85. INSTALL INLET
D21
PROTECTION APRON AND FLOW SPREADER PER ACHD
SUPPLEMENTAL SD-628.
DAYLIGHT PIPE IN BASIN, INV. = 2616.30. INSTALL INLET
D22
PROTECTION APRON AND FLOW SPREADER PER ACHD
SUPPLEMENTAL SD-628.
D23
ACO KLASSIKDRAIN KS100 OR APPROVED EQUAL STEEL
TRENCH DRAIN. INV. OUT = 2615.83
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FILE: 10 22 019 0-302
JUB PROJ. # 10-22-019
�,Y_I DRAWNBY: KMM
Valow��mftws below. DESIGN BY: KMM
Call before you dig" CHECKED BY: KHM
ONE INCH
CALL 2 BUSINESS DAYS IN 'N FILL E, IF NOT
CH SCALE E ACCOR[
X IN
ADVANCE BEFORE YOU DIG, LAST UPDATED:5n8i2o22
GRADE, OR EXCAVATE FOR THE SHEET NUMBER:
MARKING OF UNDERGROUND C-301
MEMBER UTILITIES