HomeMy WebLinkAboutR-392715PIPE SUPPORT(S) ORIFICE 0 =1.25" 2
(SEE NOTE 4)
6.00'(AB) W a 6" CONCRETE
DETENTION DEPTH p REMOVABLE BAFFLE
Qi
-4Q-jmo
op
= EL. 385.00
12,
/E= 9 WQ.DESIGN
- -- - ----------------------------------------------------------- -
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- ------------------------------------------ --------------------------------------------------------------------
-
384.03 ----------------------- WS 484.-99
384.03
SHEAR GATE WITH CONTROL l!4
18„ 381.19
INLET
ROD FOR CLEANOUT/DRAIN -moo W EL. 380.50
6.00” (AB)
Q p
W.Q. DEPTH
378.03 378.03
EL 38-89
------------------------- EL 35:98
RESTRICTOR PLATE W/ ORIFICE 37Z22EL. 3 � 5.19 1.759
1.779 5.49 EL.44A� 37Z 22
0= 1.40"O.C.
(SHARP EDGED SHOP DRILLED) TOP OF SEDIMENT
STOR. = ;374.1919J78.03
1.0' AVERAGE
SEDIMENT STORAGE (TYP.)
FROP DETAIL SECTION B—B _
NTS1» 5,
W
- p p
72 0 FROP REMOVABLE WATERTIGHTLo
W
RISER... COUPLING OR FLANGE
Q
FROP .NOTES DETENTION SUMMARY SHEET
1. 007. W
1. OUTLET CAPACITY. 100 -YR PEAK FLOWSTAGE STAGE LIVE STORAGE VOLUME CF WATER QUALITY STORAGE VOLUME CF
2. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO STORM EL. REQUIRED PROVIDED AS BUILT REQUIRED I PROVIDED I AS BUILT
TOTAL 390.00 18,813 18,938 18,936 8,327 1 8,57J 1 8,57T
HA VE ASPHAL T TREA TMENT 1.
100 YEAR 390. 01 18,845 18,970 18,968
2 ""
J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO 25 YEAR 389.52 17 320 17,42J 17,421 6 GRAVEL
YEAR 389.04 15,803 15,908 15,906
CONCRETE PIPE /.0. LESS 114" 2 YEAR 1 387.11 9,744 9,816 9,815
COMPACTED SUBGRADE
E AT LEAST ONE 3"X.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3"
VERTIC
VERTICAL VA UL T NOTES. GRAVEL ACCESS ROAD CROSS SECTION,
6
5. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN.
1. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY MAX NTS
LOCATION WITHIN THE VAULT, AND AT THE INLET AND OUTLET.
2. IBOV = INSIDE BOTTOM OF VAULT ELEVATION. -15 " PLATE WELDED TO ELBOW R-3927
J. VAULT GRATE TO INCLUDE 2x2 HATCH DESIGNED FOR EASY OPENING. WITH ORIFICE AS SPECIFIED
4. WALL OPENING DIMENSIONS TO BE DETERMINED DURING STRUCTURAL ANALYSIS.
APPROVED FOR CONSTRUCTION
ELBOW RESTRICTOR DETAIL
NOTE.' _ SUBJECT TO ERRORS AND OMISSIONS
NTS
SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE PROPOSED STORM VAULT MUST BE
SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERMIT APPLICATION WILL BE
REQUIRED FOR THE CONSTRUCTION OF THE VAULT. BY: DATE:
BY: DATE:
BY: DATE:
CIS
AS -BUILT w
_ / CER77FY THAT THE INFORMATION SHOWN HEREON
WHICH was BY: _ DATE. Z
DRS PROJECT NO. 16007