HomeMy WebLinkAboutTED4003234.65 x5' METAL GRA IF W/2'X2' HINGED
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12" LL
TO CB
LOCKING LID
EL=298.40
STANDARD 12"0
RESTRICTOR RISER
OVERFLOW=295.78
PL A N , ---5,
UTILITY VAULT GRATE
.
PROPOSED GRADE POURED IN PLACE OR HOLLOW CORE & .FRAME 5610OR PANELS APPROVED EQUAL
MA Y BE USED FOR THE ROOF DECK AS 5' X 10' MIN OPENING
DESIGNED AND APPROVED BY LICENSED PROF.
STRUCTURAL ENGINEER. ROOFTOP /S 297.57
TOP=297.57 EX. GROUND
BASED ON 14 THICKNESS
0.50' CLEAR
NSIDE TOP EL=296.40 A
ORIFICE 2 DESIGN W S=295.7i 8 MAX WS=295.90-100-YR
' 1E=291.53
1.30" DIA STANDARD GAL VAN ZED 4.
HANDRAIL LADDER OR STEPS -
,_, FLOW THROUGH
r,4/ V PIPE 3' HIGH 2WIDE
1E=286. ?8-
12" DIA. '
1E=284.78 T1.__.
ORIFICE 1
IE=284.78
0.95" DIA
-_ 1 Z6 1 71ro -
TT EL=282.15
00 LI VE STORAGE
�i(
v WATER QUALITY W. S. =286. ,;-&
3. 25' D D STORAGE (WATER Q JALI TY)
SLOPE = 0.57.
WALL OPENINGS
I I
B0, wO. EL=283.53 I ,
I I
I
I I
Hl PT BOTT EL=283.03
0.5' MlN SEDIMENT STORAGE
ELEVA TI ON - SIDE VIEW
1 "= 5'
Z
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V O
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W
W �
IEL=289.5
BOTT EL=282.15
SLOPE = 0.590
SEE PLAN VIEW FOR
SPOT ELEVA 77ONS
'RA TE
OR
L
ENING
T GRA TE
10 OR
2UAL
OPENING
ELEV=298.40
m
0�4
i
cV
295.90 , 295.78
OVERFLOW ELEV. TO PROVIDE DETENTION
& OIL SEPARATION
PER PLANS
PIPE SUPPORT
(SEE NOTE 3)
3"x .075" ALUMINUM
OR .079" STEEL
INVERT ELEV.
286..7-� -
28o6 .s,g'
REMOVABLE SEC110P
WITH CLAMP
RESTRICTOR PLATE
WITH ORIFICE
IE= 284.78
0.95" DIA.
Rw3l,1414
WA TER QUALITY
W.S.=286.
0.5' MIN SEDIMENT STORAGE
DE TEN TION - TRACT A AS -BUILT CERTIFICATE
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS
OF THE STORM FACILITIES AND PA WNG SHOWN HEREON ARE THE RESULT
NO TE: OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION, AND
ADDITIONAL INFORMATION SUPPLIED BY THE CONTRACTOR.
ALL OUTSIDE WALLS SHOWN AS 9' THICK ON THIS DRAWING WITH 14"
THICK ROOF PANELS CONSTRUCT STANDARD FLOOR, WALLS, AND
ROOF SECTION PER THE APPROVED STRUCTURAL DESIGN PREPARED
BY A LICENSED PROFESSIONAL STRUCTURAL ENGINEER.
OUTLET PIPE
z
0
cV
-ROUND MANHOLE COVER WITH
LOCKING BOLTS MARKED 'DRAIN'
(SEE DWG NAME BR29)
HANDHOLDS
' 4" MIN
1 16" MAX
MAX WS=295.90-100-YR
STANDARD GALVANIZED
STEEL LADDER/STEPS
ELEV.= 29/./9
1.30" DIA
--CLEANOUT GATE: SHEAR GATE
8" DIAMETER MIN.
(SEE DWG NAME D-27)
SIDE VIEW
REMOVABLE
WATER -TIGHT
COUPLING
MfN
PLATE WITORIFICE H
SSPECIIFIEDS ELBOW DETAIL
N
FL 0W RES TR/C lOR/0/L POLL U T/ON
CONTROL DEICE, TEE TYPE (PROP- T)
MIN INSIDE TOP EL=296.40
. a
DESIGN WS.=295.78 MAX WS=295.90-100-YR
9.00' LIVE STORAGE
FLOW THROUGH
3 HIGH 2' WDE
WALL OPENING
3.25' DEAD STORAGE (WA 7FR QU L TY) CROSS
HI PT BOTT EL=283.03 SLOPE= 59.
5 Pr�� � 5Y. 5z�
1' A VG SEDIMENT STORAGE
�Lrt
TO STORM DRAIN OUT
ELEVA TION-END VIEW
RECOMMENDED
o��oR H . FOR APPROVAL
BY, DATE61zyfrO
9
9470 .C�� BY DATE
s is BY DATE
S ONAL�
EXPIRES 6/22/Q7 BY DATE
BY DATE
87101 SDDT.DWG
SHUT. 8 OF. 18
STD
gCANNED OCT 2 7 2006 4 = �_ � ° ?3414 SCANNED OCT 2 8 2005