HomeMy WebLinkAboutSht C1.3 - Civil Drainage Plan PH I Rev 1 05-20-20 0
FLANDERS MILL o N
r
m
^-
- ADS STORMWATER SYSTEM �r—
n�-en -126 SC-740 CHAMBERS
FOOTPRINT AREA: 4,716 SF o
cJ BOTTOM OF MODULE: 4724.75
P_P_P P_P_P 1P__+__P_P_ P—P—P—P— Hp—P—P—P_P-4—.P�HP—o—HP KPH P P �a HnH HP---o P o—HP�n�P��P�P . P o -0 P— SCALE
MAINTENANCE &
INSPECTION PORT 15' _w
c 1"-30'
z
0
/ I
Ow
n �
18" SD PIPE
/ S=0.5%
0
v
z
/ FF ELEV CURB INLET/MH
TBC 4928.25
/ Vxa-;, 4731.75 1 r 15" INV THRU 4924.7 18" �pNIA
d� \ SUMP
48" FLAT TOP SDMH o
RIM 4729.7 eooEsa
_)\ 1 18" INVERT THRU 4724.37 h U N. .8zs PE
18" SUMP r
48" FLAT TOP S/N S
\ FLOW CONTROL SDMH
1
RIM 4729.0
FFELEV 9 < • xoaro WEIR CREST 4727.75 DRAWN BY: CGB
O4731.2 /( G G p p 18" SUMPHRU 4924.66
q M REVIEWED BY: XXX
18"X18 ADS N-12 \\ M\ S m $Ss RYAN SUN55 PROJECT ENGINEER:COB
TOP MANIFOLD \ �\
DESIGNED BY:CGB
FFELEV' \�' y 30" NYLOPLAST BASIN
4732.2O ._.P... W/ELEVATED BYPASS O O .
MANIFOLD. 24" SUMP- Sill, O '; CONNECT TO EXT'G
15" PVC SD PIPE BASIN
U I 5=0.36% INV IN 4724.55
II � rj II 18" EQUIVALENT RCP I �c n
J II SO PIPE
O II S=0.70% P S-=Q SD PIPE a
5%
FF ELEV VA S II (s� b
FF
4733.1 n I
ELEV
UP
/S 36 AREA DRAIN
RIM 4927.66 v7 F•
w O Z INV OUT 4925.1 W
S W W v S \ 18" SUMP
O SAS
O FF W
o
o o ELEV N oa
O �
4730.9
W U
o
16" SIDEWALK
LEV CHASE S=0.5% o
c �p 1.4
u F .`�9dd
5.5 FF ELEV do 0
PHASE LINE
0 0 4732.8 (�
G
G
M..B
low in
c
c^
I c
7
N
FF ELEV L7
c�c p 4733.2
00 �
P—M N
IhFtlr4 0 w
ac kotl�l 00
•fin
s
c 0 _
. Ra a ELEV
FF ELEV f °� N o
35.85 4734.3 FF ELEV
i II1 / ac g - O o
e _ 4734.0 ® x w
U
UP 0
u nn
8
M„8 b
SHEET
M..a c1.3
'�Ss..B�� Ss•.8� M.•a _
Ss..aWID ROW D M..a
ss,s
ss„e FLAMERS MILL APT
DRAINAGE PLAN
PROJECT:17-128
DATE:01/28/20