HomeMy WebLinkAboutTED4003450.37REVISIONS
ACCESS ROAD
INVISIBLE STRUCTURE, INC. GRASS B
PAVE 2 OR APPROVED EQUAL.
INSTALL PER MANUFACTURES
RECOMMENDATIONS
24"0 MANHOLE
ACCESS
T.G.=395.00
CELL #1
381.55
tE=381. 5, 24"0
5'x10' REMOVABLE
GRATED OPENING
T.G. 396.00
LADDER PER
STRUCTURAL
PLANS.
'00' REMOVABLE
RATED OPENING
.G. 596.0f-
396.26
OPENING/BAFFLE WALL
PER STRUCTURAL PLANS
CELL #2
SEE STRUCTURAL PLANS
FOR CONSTRUCTION OF
WALLS, FLOORS AND
GRATING (TYP)
ROCK LINING PAD
PER DETAIL ON
SHEET DT-01
I E = 884-;FS, 18"
384.81
CONTROL STRUCTURE
PER SHEET PN-02
5'x10' REMOVABLE
GRATED OPENING —
T.G. 396.E)E) 396.26
LADDER PER
STRUCTURAL
PLANS.
B
DETENTION FACILITY PLAN
100 YR. EL. = Z��
392.23
BOTTOM OF LID
=892.4;-
392.95
24"0 INLET PIPE
CELL #3
5'x14' REMOVABLE
GRATED OPENING
T.G. 396.00
LADDER PER
STRUCTURAL
PLANS.
OPENING PER
STRUCTURAL PLANS
nnerrn nnC�u►ln
CONTRACTOR TO HAND DIG
DRAINAGE CHANNEL 2'W WITH
2:1 SLOPES ® 0.50% MIN. TO
DAYLIGHT IN BUFFER AREA
LADDER PER
STRUCTURAL
V PLANS.
I WETLAND BUFFER
I
I
l
I
I
FINISH GRADE EL. = 395.00
GRATED OPENING
T.G. = 396-99-
396.26
378.20 378.25
378.20 378.19
EXTRA CURB/WALL FOR SOIL
RETENTION PER STRUCTURAL PLANS
STAND PIPE PER DETAIL SHEET PN-02
18"0 OUTLET PIPE
384.81
/ CONTRACTOR TO HAND DIG
DRAINAGE CHANNEL 2'W WITH 2:1
SIDE SLOPES AT 0.50% MIN, TO
ZIwLl-
DAYLIGHT IN BUFFER AREA
II L�
----------
ROCK LINING PAD
PER DETAIL ON
SHEET DT-01
SEE STRUCTURAL PLANS FOR
CONSTRUCTION OF WALLS AND
FOOTINGS (TYP)
381.49 381.48
TOP OF LID=393.75
BOTTOM OF LID
-z392-;F l
392.95
GRATED OPENING
T.G. = 596..68-
392.26
381.57 381.45
CCC C`r0l I/''rl I0AI of AAIC CnO
n
VGS
SEE STRUCTURAL PLANS
FOR CONSTRUCTION OF
WALLS, FLOORS AND
GRATING (TYP)
SCALE: 1 " = 10'
10' 5' 0 10' 20'
ETENTION AND WATER QUALITY POND
ITEM
MIN.
EL.
MAX.
EL.
REO'D
VOL.
DESIGN
VOL.
AS -BUILT
VOL.
CELL 1=378.75
DEAD STORAGE
CELL 2=381.75
384.75
13,353 CF
24,960 CF
25,459 CF
CELL 3=381.75
LIVE STORAGE
384.75
392.21
45,387 CF
46,550 CF
46,3W C*_
NOTES:
1. VAULT OPENING LOCATIONS AND SIZES ARE ESTIMATED. SEE
STRUCTURAL PLANS FOR ACTUAL LOCATIONS, OPENING SIZES,
AND CONSTRUCTION.
2. VAULT IS TO HAVE APPROXIMATELY 1.25' FOOT OF SOIL ON TOP
THAT IS PLANTED WITH GRASS.
Or in9: 1aZaI»DIME
BOTTOM OF LID EL. PER
STRUCTURAL PLANS
EXTRA CURB/WALL FOR
SOIL RETENTION PER
STRUCTURAL PLANS
OPENING PER
STRUCTURAL PLANS
BAFFLE
TOP ELEV.=385.75
BOTTOM ELEV.=382.00
D-1A EA 17
SECOND SUBMITTAL
1 01/31/2008 ESM
2 THIRD SUBMITTAL ESM
10/22/2010
3 FOURTH SUBMITTAL ESM
12/06/2010
MYLARS
4 ESM
12/22/2010
5 CONSTRUCTION SET ESM
02/24/2011
6 AS BUILTS ESM
09/12/2011
7 AS BUILT MYLARS ESM
10/19/2011
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JOB NO.: 1352-001-006
DWG. NAME:
PN-01
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE:
10/19/2011
DATE OF
PRINT:
9
15 OF 31 SHEETS