HomeMy WebLinkAboutTED4003450.15KMA1
24"0 MANHOLE
ACCESS
T.G.=395.00
TOP OF LID=393.75
BOTTOM OF LID
392.71
24"0 INLET PIPE
I.E. = 381.25
378.05
00
ROCK LINING PADS
PER DETAIL ON
SHEET DT-01
ACCESS ROAD IE = 384.75, 18" -
INVISIBLE STRUCTURE, INC. GRASS B
PAVE 2 OR APPROVED EQUAL. CONTROL STRUCTURE
INSTALL PER MANUFACTURES PER SHEET PN-02
RECOMMENDATIONS
5'x10' REMOVABLE 5'x10' REMOVABLE
GRATED OPENING GRATED OPENING
T.G. 396.00 T.G. 396.OQ
LADDER PER
STRUCTURAL
PLANS.
z
CV
CELL #1
IE=381.75, 24"0
5'x10' REMOVABLE
GRATED OPENING
T.G. 396.00
LADDER PER
STRUCTURAL
PLANS.
OPENING/BAFFLE WALL
PER STRUCTURAL PLANS
CELL #2 II CELL #3
SEE STRUCTURAL PLANS
FOR CONSTRUCTION OF
WALLS, FLOORS AND
GRATING (TYP)
'--� B
DETENTION FACILITY PLAN
5'x14' REMOVABLE
GRATED OPENING
T.G. 396.00
LADDER PER
STRUCTURAL
PLANS.
OPENING PER
STRUCTURAL PLANS
CONTRACTOR TO HAND DIG
DRAINAGE CHANNEL 2'W WITH
2:1 SLOPES 0 0.50% MIN. TO
DAYLIGHT IN BUFFER AREA
Cal
LADDER PER
STRUCTURAL
PLANS.
WETLAND BUFFER
I
I
I
I
1
I
7- n Ac 7- n ^c 704 11c 704 1%c 70-4 /)c 70-4 INC
✓I V.V✓ ✓I V.V✓ ✓V 1 .LV VV I.LV ✓V I.LV VV I.LV
Fil
NGS
SEE STRUCTURAL PLANS
FOR CONSTRUCTION OF
WALLS, FLOORS AND
GRATING (TYP)
SCALE: 1 it = 10'
BUFFER
10' 5' 0 10' 20'
ETENTION ANO WATER QUALITY POND
MIN.
EL_
MAX.
EL.
REQ'D
VOL.
DESIGN
VOL.
AS -BUILT
VOL.
CELL 1=378.75
>TORAGE
CELL 2=381.75
384.75
13,353 CIF
24,960 CIF
CELL 3=381.75
FORAGE
1 384.75
392.21
45,387 CF
1 46,550 CIF
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.
GRATED OPENING GRATED OPENING ,
GRATED OPENING FINISH
GRADE EL. = 395.00
T.G. = 396.00 T.G. = 396.00
T.G.
= 396.00
GRATED OPENING
100 YR. EL. = 392.21
T.G. = 396.00
FINISHED GRADE
EL = 395.00
LID
EXTRA CURB/WALL FOR SOIL
SOIL
100 YR. EL. = 392.21
RETENTION PER STRUCTURAL PLANS
STAND PIPE PER DETAIL SHEET PN-02
171
TOP OF LID=393.75
18"0OUTLETPIPE
BOTTOM OF LID - s_. - -- ---
- - -
- -
-
IE=384.75
=392.71
LADDER RUNG
- 0.5' CELL #2
CELL #2
(T'P•)
CONTRACTOR TO HAND DIG
-
CELL #1
TOP OF DEAD STORAGE/
CELL #3
DRAINAGE CHANNEL 2'W WITH 2:1
- TOP OF DEAD STORAGE/
BOTTOM OF LIVE STORAGE
o
Zlw
SIDE SLOPES AT 0.50% MIN. TO
_ BOTTOM OF LIVE STORAGE
EL. = 384.75
EL. = 384.75
I li
DAYLIGHT IN BUFFER AREA
-
Li D
-
0° _
-
-- -
- -- -
TOP
OF SEDIMENT/BOTTOM
381.25 TOP OF SEDIMENT/BOTTOM
OF
DEAD STORAGE
_
OF DEAD STORAGE
EL.
= 381.75
ROCK LINING PAD
380.60
- EL. = 381.75
-
PER DETAIL ON
TOP OF SEDIMENT/BOTTOM
SHEET DT-01
OF DEAD STORAGE
EL. == 378.25
SEE STRUCTURAL PLANS FOR
CONSTRUCTION OF WALLS AND
FOOTINGS (TYP)
377.40
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1-800-424-5555
Unties Underground Location Center
(D,MT,PD,OR,WA)
BOTTOM OF LID EL. PER
STRUCTURAL PLANS
EXTRA CURB/WALL FOR
SOIL RETENTION PER
STRUCTURAL PLANS
OPENING PER
STRUCTURAL PLANS
BAFFLE I
TOP ELEV.=385.75
BOTTOM ELEV.=382.00 I
381.25
380.60
7� ' 381.25
378.05 380.60 381.25 380.60
SEE STRUCTURAL PLANS FOR
SEE STRUCTURAL PLANS FOR CONSTRUCTION OF WALLS, FLOORS
CONSTRUCTION OF WALLS, FLOORS AND GRATING (TYP) B - B
A - A AND GRATING (TYP) SCALE: 1"= 10' HORIZ.
1 "= 5' VERT.
SCALE: 1�- 10' HORIZ. R 345015
1 = 5' VERT.
SURVEYED: SCAM: DATE:
CHECKED FOR COMPLIANCE O FIRST SUBMITTAL ESM o/31/200 (ZONAL: AD 1 83/1 CITY OF GLADCO DEVELOPMENT, L.L.C.
• ! HORIZONTAL: NAD 1983/1991 1�
TO CITY STANDARDS 1 SECOND SUBMITTAL _ ESM ,/3,/2 1I =1)0 ..
_ DESIGNED:
2 THIRD SUBMITTAL ESM o/22/2°, Rm ROSEWOOD HIGHLANDS FIELDBOOK:
DRAWN: RENTON PAGE:
ESM 2 06 201 DRAWING N0:
3 FOURTH SUBMITTAL � � a� ONE INCH DATUM
4 MYLARS ESM 2/22/201CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DETENTION VAULT PLAN AND SECTIONS PN-01
IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: "
15 31
RENTON JOB NO.
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
,0/15/2007
ESM
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
10/22/2010
ESM
3
FOURTH SUBMITTAL
12/06/2010
ESM
4
MYLARS
12/22/2010
ESM
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JOB NO.: 1352-001-006
DWG.
NAME: PN-01
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE:
12/22/2010
DATE
OF
PRINT:
P N-01
15 OF 31 SHEETS
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