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TRANSCRIPT
ALUMINUM BAR TRASH RACK FOR 3'X3' CONCRETE BOX
PL
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42"
42"
C-6.2
386-18
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CON-SEALCS-231(WATERSTOP)
CON-SEALCS-102(SEALANT)(TYP. OF 2 PLACES)
OU
TS
IDE
INS
IDE
3" x 12" Ø GRADE 8STAINLESS STEELCONCRETE LAGSCREW.
12" x 4" x 12"STAINLESS STEELSTRAP (4 PER RISERJOINT)
JOINT DETAILNTS
PEAK ROOF TRASH RACK NTSM4
M3
3x3x14" ALUMINUM
ANGLE PERIMETERFRAME
12
"4
2"
12" SQUARE
ALUMINUM BAR(SUPERIORCORROSIONPROTECTION)
3' x 3' BOX
35" x 35"SET ATAPPROXIMATEHEIGHT OFRISER
ENTIRETRASHRACKOPENS - HINGEON ONE SIDE WITHWITH ROPE/WIREMECHANISM TOHOLD TRASH RACKOPEN
HASP TO BEPROVIDED
15
50
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1
PROJECT NUMBER
SHEET
DRAWING
PROJ. #18-DP-0738
EX 8" DIPLOW LEVEL RELEASE
W/ PLUG VALVE(INV OUT 346.10')
EX 42" RCPTO SD#101(INV IN 346.20')
6"
X X
EX 42" RCPINV IN = 346.20'(TO OUTFALL)
EX TOP 353.9'EX TRASH RACKATTACHED TO TOP OFRISER STRUCTURE. TO BEREMOVED. SEE NOTE 2.
7' -
4"
6' -
0"
EX 2" PVCINVERTED ORIFICE
(INV OUT 350.00')TO BE REMOVED
7' - 4"
6" 6' - 0"
EX 8" DIPINV OUT 346.10'
EX 2" PVCINV 350.00'
TO BE REMOVED
EXISTING RISER STRUCTURE
EX 8" DIPINV OUT 346.10'
EX 2" PVCINV OUT 350.00'
TO BE REMOVED
EX 42" RCPINV IN = 346.20'(TO OUTFALL)
NTS
YY
EX TRASH RACKATTACHED TO TOP OFRISER STRUCTURE. TO BEREMOVED. SEE NOTE 2.
EX 42" RCPINV = 346.20'(TO OUTFALL)
NTS
X
EX TRASH RACKATTACHED TO TOP OFRISER STRUCTURE. TO BEREMOVED. SEE NOTE 2.
Y
EX 8" DIPLOW LEVEL RELEASE
W/ PLUG VALVE(INV 346.10')
Y
EX 42" RCPTO SD#101(INV 346.20')
7' -
4"
6"
6' -
0"
7' - 4"
6" 6' - 0"
EX 42" RCPINV = 346.20'
(TO OUTFALL)
EXISTING RISER STRUCTURE
EX 8" DIPINV 346.10'
SE
CT
ION
X-X
SE
CT
ION
X-X
PL
AN
VIE
WS
EC
TIO
N Y
-Y
SE
CT
ION
Y-Y
EX TOP 353.9'
NEW TOP 355.30'
REFER TO JOINT DETAILTHIS SHEET
(TYP.)
EXISTING MASONRYTO REMAIN
EXISTING MASONRYTO REMAIN
3" WEIR CUT ORIFICE(TYP. OF 2)INV 352.00'
INSTALL STEPS PERNCDOT STANDARDSAND SPECS. REFER
TO NCDOT STD.840.66.
INSTALL STEPS PERNCDOT STANDARDSAND SPECS. REFERTO NCDOT STD.840.66.
3" WEIR CUT ORIFICE(TYP. OF 2)INV 352.15'
3" X 12" WEIR CUTORIFICE
INV 352.00' (TYP. OF 2)
6" PVC WQv DRAW DOWN PIPE.(CONTRACTOR TO PROTECT
PVC FROM ULTRAVIOLET LIGHTBY PAINTING OR PROVIDING
ULTRAVIOLET RESISTANTMATERIAL.)INV 350.00'
X
EX TOP 353.9'
EX 8" DIPINV 346.10'
3"
12"
3"
12"
PROVIDE WATER TIGHT JOINTw/ HYDRAULIC CEMENT.DRAW DOWN PIPE INV 351.00'
6" x 6" PVC TEE
6" BALLVALVE(ADJ.
DRAW-DOWN)
6" PVC SCREW CAPw/ 1.0" VENT HOLE
DRILLED
6" PVCWQv DRAWDOWN PIPE
12
"1
' -
6"
6" PVC SCREW CAPw/ 1.25 " VENT HOLE
DRILLEDINV 350.00'
EX TOP 353.9'
6" WQvORIFICE AT
NORMAL POOLELEVATION
PEAK ROOF TRASH RACK TO BEATTACHED TO TOP OF RISERSTRUCTURE. REFER TO DETAIL THISSHEET. ORIENT TRASH RACK IN WAYTHAT EX. WHEEL WILL NOT HINDEROPENING.
PEAK ROOF TRASH RACK TO BEATTACHED TO TOP OF RISERSTRUCTURE. REFER TO DETAIL THISSHEET. ORIENT TRASH RACK IN WAYTHAT EX. WHEEL WILL NOT HINDEROPENING.
REFER TO JOINT DETAILTHIS SHEET
(TYP.)
EX. 8" GATE VALVE FOREMERGENCY DRAIN
EX. 8" GATE VALVEFOR EMERGENCYDRAIN
NEW TOP 355.30'
M2M1
EX TRASH RACKATTACHED TO TOP OFRISER STRUCTURE. TO BEREMOVED. SEE NOTE 2.
EX. 8" GATE VALVE FOREMERGENCY DRAIN
EX. 8" GATE VALVEFOR EMERGENCYDRAIN
3
RE
VIS
ED
PE
R P
DG
CO
MM
EN
TS
1
2/0
7/1
8
ISSUED FORCONSTRUCTION
NOTE(s): ALL CONSTRUCTION SHALL BE DONE INACCORDANCE WITH ALL TOWN OF CARY, WAKE CO., NCDOT,MUTCD STANDARDS AND SPECIFICATIONS.
APPROVED by the Town of CaryDevelopment Review Committee
12/28/2018By: dlovelan
18-DP-0738
Approved on behalf of Lindsay Darden