HomeMy WebLinkAboutBLD2013-00171FRAME & GRATE EL.= 340 + /—
16 " �N I
" M
MAX.
° n a 2' -6" MIN.
6" MIN.
o -
12" MIN.
72.00 COUPLING
12"
TEE
12" 36" MIN.
ELEVATION
MAN6 V1 '00
X
GRAV
PLAN VIEW
NOTES:
1. METAL PARTS: CORROSION RESISTANT
GALVANIZED PIPE PARTS TO HAVE
ASPHALT TREATMENT 1.
2. FRAME & LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP
B. CLIMB —DOWN SPACE IS CLEAR OF RISER
AND CLEANOUT GATE.
3. IF METAL OUTLET PIPE CONNECTS TO CEMENT
CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D.
EQUAL TO CONCRETE PIPE LESS THAN 1/4 ".
48" OIL /WATER SEPERATOR
NO SCALE
_ sic 1 u
2" ASPHAL T CONCRETE, CLASS B
2" CRUSHED SURFACING TOP COURSE
6" SUITABLE BASE OR NA 71 VE MA 7FRIAL
(95X MAX. DENSITY)
PAVING SECTION DETAIL
NO SCALE
PARKING LOT STRIPING DETAIL
NO SCALE
BUILDING PERMIT
STORM DETAILS
outflow/
overflow
structure
Inflow pipe
tractleasement .A
s tines as required M
r
t s` minimum
A AJ
PLAID VIEW
overflow/em .09er y ttveriiow
existing ground
12716' if H >_ 6'
re- f i H < 6' (tai
SECTION A_
=_A
MOTE: �S�
Detail is a schematic representation only. Actual configuration will vary
depending on specific site constraints and applicable design or±teria.
Figure 3.26 Typical Infiltration Pond /Basin
3 -66 Volume 111 Hydrologic Analysis and Flow Control 8MPs February 2005
�w
M
C-)�
C�
rr-s
LU
CD
1
CD
�II
G_1