HomeMy WebLinkAboutOconnell Storm Improvements - record Drawing KELLEN M.
1 I , GAMRADT
1 • �,'- R I N No.
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1 MODIFIED HUGGER BAND GRATE DnTN BY:1dG
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p
3/16" SOLID WEB SPACER 12"
• I CLIP ANGLE E a
1/2" DIA. BOLT m
TOP VIEW 0
�v TYPICAL PIPE SECTION
z
O 2—uPP AN1/4"GLe WIDE A
2-1 4" WIDE 1/2" DIA. BOLT c
_ CLIP ANGLE
` ` MODIFIED HUGGER BAND / ` 1/2" DIA. BOLT
v INSTALL SLOTTED DRAIN . _`� , 2-1/2"GALVANIZED L 2-1/2 GRATE L
UP TO FACE OF CURB _`�V GRATE "
W/12"GALV.CMP END CAP �'► ��-------___� _ O�0 z N
-- R
0.
AUGE
SIDE VIEW GALVANIZEDGSTEEL
52, �
= NOTICE CQ COPMIGHT b
IS PROPRETa�
THIS
TNEADESIGrv,OaaTA ArvD'GNFORM I'DNERElA1INGTTHE 9 IS NOT TO
BE US 0 DIDISSEEMINATED,OR REPRODUCED IN—LE OR IN PART IFTOIA END VIEW f,
E CONSENT OF CONTECH CONSTRUCTION PRODUCTS INC. O
35 LF 12"16-GA GALV.
SLOTTED DRAIN
SLOTTED DRAIN DETAILS
W m
TRANSITION TO 12"
SOLID WALL CMP -----
CURB INLET w
PER C.O.B.STD. •o A �_
DWG#02720-1
T.B.C.=MATCH EXIST.
INV.=TBC-2.25'
r0 4,000 PSI CONCRETE
REINFORCED W/ E
FIBERMESH 5/8"
^^ W
O • s. �' .. , �., f EE C
4 d �
"MINUS PIPE
I� BEDDING Z
• + o04
12"GALV.CMP E—I A
SLOTTED DRAIN 3"MIN. P° E-
E-
1 30M - a
W
N # SLOTTED DRAIN SECTION Z
GENERAL NOTES: 0
1. CONTRACTOR SHALL IMPLEMENT STORMWATER BMP'S UNDER
DIRECTION OF THE CITY STORM WATER TECHNICIAN PRIOR TO
CONSTRUCTION. 0
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UNDERGROUND
UTILITY LOCATES.
3. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN PRIOR TO
Scale: 1"= 30 -� CONSTRUCTION. SHUT No. 1
0 15 30 60 r r
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