HomeMy WebLinkAboutSW5200602_Plan (Drainage)_20201020N
U rn
470
465
460
455
450
445
440
—0+50 0+00 0+50 1+00 1+50 2+00
Cl-C3 PROFILE
3 STORM PROFILE C1-C3
1 "=50' H : 1 "=10' V
465
460
455
450
445
440
435
430
465
460
455
450
445
440
435
2+50 3+00
3+50
470
465
460
455
450
445
440
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2 STORM PROFILE 131-135
1 "=50' H : 1 "=10' V
—0+50
2+00 2+50 3+00 3+50 4+00 4+50
B1-B5 PROFILE
5+00 5+50 6+00 6+50 7+00 7+50 8+00
Q Q Lo Q
m Ln Lo
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
Al-A6 PROFILE
1 STORM PROFILE Al -A7
1 "=50' H : 1 "=10' V
465
460
455
450
445
440
435
8+50
465
460
455
450
445
440
435
430
N
465
460
455
450
445
465
460
455
450
445
—0+50
0+00
0+50
1+00
1+50
G1-G2 PROFILE
7
STORM
PROFILE
G1-G2
1 "=50' H
: 1 "=10'
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460
455
450
445
440
—0+50 0+00 0+50 1+00 1+50 2+00
F2EX-F3EX PROFILE
6 STORM PROFILE F3A
1 "=50' H : 1 "=10' V
r lrl r-% r-%Ylr nn /1Pl A P11kIt/
455
450
445
440
435
430
425
STRUCTURE LEGEND (NCDOT STANDARD DRAWINGS)
CB 840.01 BRICK CATCH BASIN
840.02 CONCRETE CATCH BASIN
840.03 FRAME GRATES AND HOOD
DI 840.14 CONCRETE DROP INLET
840.16 DROP INLET FRAME AND GRATES
DITCH INLET 840.14 CONCRETE DROP INLET
840.20 FRAMES AND WIDE SLOT GRATES
JB
840.31
CONCRETE JUNCTION BOX
840.34
BRICK JUNCTION BOX W/ MH
840.54
MANHOLE FRAME AND COVER
OCS
SEE C505 FOR DETAILS
HW
838.80
PRECAST CONCRETE ENDWALL
FES
310.02
PARALLEL PIPE END SECTION
840.66 DRAINAGE STRUCTURE STEPS
NOTES:
1. ALL STORM DRAIN PIPE TO BE HDPE
WITH GASKETED WATER TIGHT JOINTS
UNLESS OTHERWISE NOTED.
2. SEE SHEET C603 FOR STORM DRAIN OUTLET
PROTECTION.
455
450
TER 1
44 04
440
435
430
425
—0+50 0+00 0+50 1+00 1+50 2+00
El-E2 PROFILE
5 STORM PROFILE E1-E2 (SANDFILTER 1)
1 "=50' H : 1 "=10' V
r lrl r-% r-%Ylr nn /1Pl A P11kIt/
460
455
450
445
440
435
460
455
450
445
440
435
—0+50 0+00 0+50 1+00 1+50 2+00
D1-D2 PROFILE
4 STORM PROFILE D1-D2 (SANDFILTER 2)
1 "=50' H : 1 "=10' V
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PROFESSIONAL RECORD
' %A-C
082
08/14/202
ONO
DATE
07-10-2020
PROJECT NUMBER
19.025
TITLE
DRAINAGE
PROFI LES
SHEET
303