HomeMy WebLinkAbout006 C1.3 Drainage Plan N
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STM. INLET #G470 >
IF OUT 472&7' (W) °� m
STM INLET #G469 IS IN 4728.6' (N)
. ¢ �
IS OUT 4727.6' (N) o
IS IN 4727.5' (E)
< < < < < < < wv SCALE
SAN. MH #G468 > > > > > > > 0
IS OUT 4723.7' (N)
LOT 4 IE IN 4723.8' (E) wv o
W W __W'_ W W W�W W W W W W W W -a'Ij- L w lurch 31Y w
OPEN (2)REBAR WITH HKM PLASTIC EXTG' ADA _
SPACE CAPS, 0.10' APART, ACCEPTED 5 S S S _S S 5 A���TO S S S S 9 �S S S Aa RAMPS
PUBLIC I WESTERLY PIN BASED ON ' 34- N 43g3� S c`il �� o
ACCESS POSITION 47 STM. INLET #G473 rn
24" DIA AREA DRAIN 1 IS OUT 4730.5' (E) w
m
III \\A GRATE 4735.4 r-- r-- -
INV IN 4733.8.
\\ -- Nc,c_ r `UP --�UP UP U UP UP UP _
ADS STORMTECH SC-740
CHAMBER-WEST ,1 - �F'If�F'II`� ADS STORMTECH
RETENTION/INFILTRATION BASIN. I I I ^ SC-740 CHAMBER
BOTTOM OF CHAMBER 4732.5 TT a� �rL-e-. HH HHH NIA
36_ FINISH I - �I BASIN A - EAST 9
BOTTOM OF GRAVEL 4732.0 4 - \ HHHH H n
FLOOR \ _ RETENTION/INFILTRATION BASIN. ceas c.
I I I ELEVATION- FINISH FLOOR FINISH FLOO� IHHHHH HHHH Bor oM of CHAMBER: 4731.0
- ``I IF a FINISH FI'OOR - NYLOPLAST BOTTOM OF GRAVEL: 4730.0 noeloazs ac
47338.0 0, ELEVATION ELEVATION ELEVATION DRAIN BASIN p HHHH HHHH
tGRATE
4737.0 4736.0 ti 4735.5 GRATE 4733.6 NYLOPLAST NV IN 4731.9 HHHHHH--H \ 3 DRAIN BASIN A DRAIN \ \ -->.-aWGRATE 4736.2 4734.9 - _ " - - - 12" ADS SID
INV IN 4733.4 OUT 4733.9 \• 5=2.0% - �' D Y: G12" ADS SD DS SD - - # / ;L: 135.78' REVIEWED BY: DAD
R: 1152.00' 5=0.46= c .0% \ s PROJECT ENGINEER:CGB
4 6'45'11 24"' DIA. AREADRAIN16" WIDE CURB ✓CB: N 04'16'38" E GRATE 4737.1 CUT G.G. 4734.8. �`INV THRU 4733.68 24" SO AREA DRAIN DESIGNED BY:CGB
CH: 135.70' s _ GRATE 4733.8 a^�
Ie. .. IN OUT 4732.0 v
_ FINISH
] A ICI
12" ADS SD FLOOR I STM. INLET #G475 y
S 0 46% JJJ 1 I a �=1
L \ FINISHFLOOR FII VATIOOR ELEVATION IF our 31.0 ( (N)
? ELEVATION UP ELEVATION ? a�s� 4738.1 E IN 4731.0 (s)
4738.25 ` 4 4737. / -
_ 45 UP
ID
6.
� g / 11
RGROUNuD
R & GAS
DULLSF ASH R. PcOoW re
474 /4736
12
wv CB. IN 'S2'59" W H
CH
74
W W\\ W W V`Pd W W W\ W W W W W W W\\ W W
w S S \ S � S S S S 5 S UP I ® 3 ►�v 1�
i cn �.�® L416'1� P UP'-- UP UP P UP ® UP _ UR UP -'.0 / D WAY O
TJ E
W WESTWIN
p FINISH FLOOR \ FINISH FLOOR . FINISH FLOOR FINISH FLOOR FINISH FLOOR
I�
ELEVATION ELEVATION ELEVATIONS ELEVATION ELEVATION �� SAN. MH #G476
47416 474I.0 ® \ 4739.E 4738.5 4738.5 9 PIPE DIRECTION IN
A O v v \ f6 v ^ \ NOTES DON'T MATCH
BOZEM\ /�+ VERIFY N GIS, NEED TO
VERIFY
ST INLET #3477
I (� IF T 4733.9' (E)
BENT BAR M
a
REB
3
BAR LAID 4'I WIAT ON BASIN INFILTRAT GRAVEL -- g737 - 24" WIDE GRAVEL - - _ BENT
R
24" WIDE GRAVEL _ - 24 WID _
n --- ION BASIN - - INFILTRATION BASIN
\ / VER T..J -111 - �.��--- -- _'_`
4738-
----- --L: 73.25' R: 723.00',_4742-___ i �IJ$L3E-PAS----- --473s---
4 5'48'18" -
- CB: S 04'20'25" W - - /'`� _ I P4 N
V CH 7322'
3
REBAR T r�v o0
Ax, _ � �[L�E
\ / IRRIGATION / IRRIGATION 3
CO ROL BOX / STM. INLET G483
�} # CONTROL BOX
�� - / IE OUT 4735.6' (S) ^
i' P yyy
• W V WALK
o
O gopo
SAN. MH #G478 C) N v
W W W wow w W w W w w -W W s (NSW)
FLOWLINE EL 4732.0'
� -w S�RH MH W� w w w w w w w w Nsw
s s s s�\ -s sl° s s ® 5-S,�� s IE773725(Wj490 s s s -s s s s s Os v b W
N WINTER PARK STREET SAN. MH 3 so 47°S IF OUT
3 so 3 sD
3 - �1
FL WLINE EL. } > -vv os `a °o
a Wv I ¢ Q 'a 4734.cJ w w ¢ SAN. MH #G481 a STM. MH G480j
3 SAN. MH » FLOWLINE EL 3 STM. INLEr #c490 #
> > IS IN 4734.5' (W) IS IN 4734.1' W
> #G487 > > > 03 4732.9 IS OUT 4734.4'(E) IE OUT 34.1'( jE) 0 SHEET
o FLOWLNE ELo 0 o x STM. MH #G484 SAN. MH G479
Q PIPES COVERED W/ IS IN 4732.5' (W)
47J'rJ.H� 3 WATER IE IN 4732.8' (5) E ��e�
�zd AUTUMN GROVE
E OUT 4732.5' (E)
DRAINAGE PLAN
PROJECT:21-104
DATE:DECEMBER 2021