HomeMy WebLinkAboutD-370104MI
0
2
ti
4-
i
r 8
No v
DRAIN ROCK PER
GEOTECHNICAL
RECOMMENDA BONS
Z (TYP)
ITS"
FROM CB1
12' E 29150
VAULT BOTTOM I
28a.%
CD
<
ry
5W 1/4 OF 51:G. 20, TWP. 231V., RUE. 05h., W.M. 1___HOLLOW CORE PRECAST PLANK (LID)
ROUND ACCESS, LOCKING RING AND COVER PER RENTON SID PLAN 240.50 SEE STRUCTURAL PLANS FOR S' 10' GRATE WIN ACCESS PROVIDE LADDER DESIGNED BY OTHERS (TYP). SEE STRUCTURAL
_;� BOTTOM. MATCH GRADE (TYP) I(%- LID 301.5.+. BOTTOM LID 30a&k
PROVIDE LADDER TO BOTTOM DIRECTLY UNDER RING AND COVER. REMOVE VAULT CONS7RUCTON DETAILS PLANS FOR VAULT CONSTRUCTION DETAILS
LID FOR VENTILATION DURING MAINTENANCE MATCH GRADE.
II-
I(TM ALL LOCATIONS) 234
7
DWS EL. 300.00
FLOW CONTROL STRUCTURE
6- IF 297.50 (IN-W) 6' IE 297.50 (11V-W�
12" 1E 29Z50 (IN-E) SEE DETAIL, THIS SHEET
FROM C89 FROM AREA DRAIN FROM ROOF DRAIN 6.5'L/VE STORAGE
ILVEZDEAD INTERFACE 293.50
- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - -- - -- - -- - -- - - - -- - -- - ---
3.0' DEAD STORAGE VAULT BOTTOM j
289.92
I
TOP SEDIMENT 290.50 - -- - -- 2%fiN
-0.
7. 7777
Iq,
1.1' A W, SEDIMENT STORAGE OVER THE 4' WDE SUMP
ENTIRE SINGLE- CELLED VAULT (TYP) a=289.50 6
RECOMMENDA BONS
5'XI0' GRATE MIN ACCESS PROVIDE LADDER
IT BOTTOM. MATCH GRADE. (TYP)
ROUND ACCESS, LOCKING RING AND COVER PER RENTON STD PLAN 240,50.
PROVIDE LADDER TO BOTTOM DIRECT.Y UNDER RING AND COVER
REMOVE LID FOR VENTILATION DURING MAINTENANCE. MATCH GRADE.
(TYR ALL LOCATIONS)
ROAD 'A'
SEE SECTION 'D', SHEET C32
SEE STRUCTURAL PLANS FOR
VAULT CONS7RUCRON DETAILS
TOP 301.55
BOTTOM 300 .55
LILWPLAD
'SEE SPOT GRADES ON
VAULT PLAN VIEW (BELOW)
INSTALL WASHED DRAIN ROCK
UNDER VAULT PER GE07ECHNICAL
RECOMMENDATIONS
STORM DRAINAGE VAULT SECTION 'AV
SCALE: 1' =10' HORIZONTAL
SCALE 1' =5' VERTICAL
2341
x 14.5'W x 6.51D
2_4
UVE
STORAGE
= 21,112 CF
REQUIRED
PROVIDED
= 22,055 CF
DEAD STORAGE
CIL
SURROUND
IN
PVC W WASHED
F+i Z
335R (RD-A)
DRAIN ROCK PER
0 0
GE07ECHNICAL
RECOMMENDATIONS
F-1
(Tyr)
z
3
6, pmr. PLC
TO COLLECT
E--i
V-1 W
GROUNDWATER AND
CGNIEY TO C8.%
SLOPE AT 1. OX MIN.
(TYP)
5W 1/4 OF 51:G. 20, TWP. 231V., RUE. 05h., W.M. 1___HOLLOW CORE PRECAST PLANK (LID)
ROUND ACCESS, LOCKING RING AND COVER PER RENTON SID PLAN 240.50 SEE STRUCTURAL PLANS FOR S' 10' GRATE WIN ACCESS PROVIDE LADDER DESIGNED BY OTHERS (TYP). SEE STRUCTURAL
_;� BOTTOM. MATCH GRADE (TYP) I(%- LID 301.5.+. BOTTOM LID 30a&k
PROVIDE LADDER TO BOTTOM DIRECTLY UNDER RING AND COVER. REMOVE VAULT CONS7RUCTON DETAILS PLANS FOR VAULT CONSTRUCTION DETAILS
LID FOR VENTILATION DURING MAINTENANCE MATCH GRADE.
II-
I(TM ALL LOCATIONS) 234
7
DWS EL. 300.00
FLOW CONTROL STRUCTURE
6- IF 297.50 (IN-W) 6' IE 297.50 (11V-W�
12" 1E 29Z50 (IN-E) SEE DETAIL, THIS SHEET
FROM C89 FROM AREA DRAIN FROM ROOF DRAIN 6.5'L/VE STORAGE
ILVEZDEAD INTERFACE 293.50
- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - -- - -- - -- - -- - - - -- - -- - ---
3.0' DEAD STORAGE VAULT BOTTOM j
289.92
I
TOP SEDIMENT 290.50 - -- - -- 2%fiN
-0.
7. 7777
Iq,
1.1' A W, SEDIMENT STORAGE OVER THE 4' WDE SUMP
ENTIRE SINGLE- CELLED VAULT (TYP) a=289.50 6
RECOMMENDA BONS
5'XI0' GRATE MIN ACCESS PROVIDE LADDER
IT BOTTOM. MATCH GRADE. (TYP)
ROUND ACCESS, LOCKING RING AND COVER PER RENTON STD PLAN 240,50.
PROVIDE LADDER TO BOTTOM DIRECT.Y UNDER RING AND COVER
REMOVE LID FOR VENTILATION DURING MAINTENANCE. MATCH GRADE.
(TYR ALL LOCATIONS)
ROAD 'A'
SEE SECTION 'D', SHEET C32
SEE STRUCTURAL PLANS FOR
VAULT CONS7RUCRON DETAILS
TOP 301.55
BOTTOM 300 .55
LILWPLAD
'SEE SPOT GRADES ON
VAULT PLAN VIEW (BELOW)
INSTALL WASHED DRAIN ROCK
UNDER VAULT PER GE07ECHNICAL
RECOMMENDATIONS
STORM DRAINAGE VAULT SECTION 'AV
SCALE: 1' =10' HORIZONTAL
SCALE 1' =5' VERTICAL
0
FA
LC
GRATE RIM 3
FLOW ARROI
VAULT COVER
MAXIMUM COVER
MINIMUM COVER
STORM DRA INA GE VA UL T SECT/ON 'B'
SCALE. I ° =10' HORIZONTAL
SCALE. 1-5' VERTICAL
CONNECT VAULT FOOTING
DRAIN LINE` TO CB5
ULT
VA I BO
W4 UL T BO
FLOW CONTROL STRUCTURE 296.
SEE DETAIL, THIS -91EET N�
VAULT FOOTING DRAIN LINE Z
6' SO 0 2.00X MIN. SLOPE
PROVIDE CLEANOUTS AT
NO LADD
BENDS (TYP).
Z
77GH7LINE ALL ROOF
; , " , I I �'/, 1 11 U BOTTOM
DRAINS INTO VAULT
- -- 188.82
BLDG 1E OUT 301.0 (TYP)
A
PROVIDE HATCH
G
b I -_� <`�4"`SUMP
W7H A
M.417CH; , GRADE (TYP) EL=489.50
----- ai_
VAULT BOTTOM
% 29000
N.
V.......
MELD
jc CHAIN TO FRAME 1,
..........
............
xn4
INM
"0
... . ......
0
77, . ......
ROUND SCUD LOCKING LID
ACCESS LADDER UNLESS
TTOM OZHERWSE NOTED. REMOVE
TYPE I LID FOR VEN77LA77ON DURING
MAINTENANCE (TWO. MATCH
GRADE. SEF RENTON SID 00 L
...... 70P PLAN 204.50. SEE DETAIL.
LT BOTTOM .. ..... a' IE .78 (IN-E) SHEET C.14
7 8- IE 301.25 (IN-N)
L54 . ..........
....... 8- IE 301.25 (IN
-S)
12- 1E 299.45 (OUT-W)
SOLID LOCKING LID
-VAULT BQTfOld
2811 OLL
CAU77ON
LOCATION OF EX/STING U77IJ71ES SHO*N IS APPROAIMATE, AND MAY NOT
BE ACCURATE OR ALL INCLUSW. IT IS THE CONTRACTORS
RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77U77ES PRIOR 70
PROCEEDING W7H CONS7RUIC770N. YOU MUST CALL 1-800-424-5555
NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION
WERE ANY UNDERGROUND U77LI77ES MAY HE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S
SCALE: 1" = 10'
0 5 10 20
NOTE:
THE STORM WATER DETENTION VAULT IS SHO1W SCHEMA 77C ONLY
CR/77CAL ELEVA77ONS AND GEOMETRY IS PROVIDED IN ACCORDANCE WTVI
CITY OF RENTON AND KCSXVM SIZING CR17FRIA. ALL PENE7RA77ONS IN
7HE VAULT WALLS ARE 70 BE WATER 77GHT (USE NON-POROUSs
NON-SHRINKING GROUT OR EQUIVALENT). PLACE 'CONFINED SPACE'
WARNING SGNIIPLATF (PER OSHA STANDARD) W7HIN EACH ACCESS
OPENING STRUC7URAL DESIGN OF 714E VAULT (BY OTHERS) REQUIRES
SEPARATE REVIEW AND PEWIT77NO BY 7HE ary OF RENTON BUILDING
DEPARTMEN•
R=370109
ALL PVC PIPES USED FOR THE STORM
DRAINAGE SYSTEM SHALL BE PHITE.
DEMN770NIWETVAULT
2341
x 14.5'W x 6.51D
2_4
UVE
STORAGE
= 21,112 CF
REQUIRED
PROVIDED
= 22,055 CF
DEAD STORAGE
CIL
REQUIRED
PROVIDED
= 10,179 CF
335R (RD-A)
a441 (RD-81)
0
FA
LC
GRATE RIM 3
FLOW ARROI
VAULT COVER
MAXIMUM COVER
MINIMUM COVER
STORM DRA INA GE VA UL T SECT/ON 'B'
SCALE. I ° =10' HORIZONTAL
SCALE. 1-5' VERTICAL
CONNECT VAULT FOOTING
DRAIN LINE` TO CB5
ULT
VA I BO
W4 UL T BO
FLOW CONTROL STRUCTURE 296.
SEE DETAIL, THIS -91EET N�
VAULT FOOTING DRAIN LINE Z
6' SO 0 2.00X MIN. SLOPE
PROVIDE CLEANOUTS AT
NO LADD
BENDS (TYP).
Z
77GH7LINE ALL ROOF
; , " , I I �'/, 1 11 U BOTTOM
DRAINS INTO VAULT
- -- 188.82
BLDG 1E OUT 301.0 (TYP)
A
PROVIDE HATCH
G
b I -_� <`�4"`SUMP
W7H A
M.417CH; , GRADE (TYP) EL=489.50
----- ai_
VAULT BOTTOM
% 29000
N.
V.......
MELD
jc CHAIN TO FRAME 1,
..........
............
xn4
INM
"0
... . ......
0
77, . ......
ROUND SCUD LOCKING LID
ACCESS LADDER UNLESS
TTOM OZHERWSE NOTED. REMOVE
TYPE I LID FOR VEN77LA77ON DURING
MAINTENANCE (TWO. MATCH
GRADE. SEF RENTON SID 00 L
...... 70P PLAN 204.50. SEE DETAIL.
LT BOTTOM .. ..... a' IE .78 (IN-E) SHEET C.14
7 8- IE 301.25 (IN-N)
L54 . ..........
....... 8- IE 301.25 (IN
-S)
12- 1E 299.45 (OUT-W)
SOLID LOCKING LID
-VAULT BQTfOld
2811 OLL
CAU77ON
LOCATION OF EX/STING U77IJ71ES SHO*N IS APPROAIMATE, AND MAY NOT
BE ACCURATE OR ALL INCLUSW. IT IS THE CONTRACTORS
RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77U77ES PRIOR 70
PROCEEDING W7H CONS7RUIC770N. YOU MUST CALL 1-800-424-5555
NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION
WERE ANY UNDERGROUND U77LI77ES MAY HE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S
SCALE: 1" = 10'
0 5 10 20
NOTE:
THE STORM WATER DETENTION VAULT IS SHO1W SCHEMA 77C ONLY
CR/77CAL ELEVA77ONS AND GEOMETRY IS PROVIDED IN ACCORDANCE WTVI
CITY OF RENTON AND KCSXVM SIZING CR17FRIA. ALL PENE7RA77ONS IN
7HE VAULT WALLS ARE 70 BE WATER 77GHT (USE NON-POROUSs
NON-SHRINKING GROUT OR EQUIVALENT). PLACE 'CONFINED SPACE'
WARNING SGNIIPLATF (PER OSHA STANDARD) W7HIN EACH ACCESS
OPENING STRUC7URAL DESIGN OF 714E VAULT (BY OTHERS) REQUIRES
SEPARATE REVIEW AND PEWIT77NO BY 7HE ary OF RENTON BUILDING
DEPARTMEN•
R=370109
ALL PVC PIPES USED FOR THE STORM
DRAINAGE SYSTEM SHALL BE PHITE.
DEMN770NIWETVAULT
2341
x 14.5'W x 6.51D
2_4
UVE
STORAGE
= 21,112 CF
REQUIRED
PROVIDED
= 22,055 CF
DEAD STORAGE
= 4,733 CF
REQUIRED
PROVIDED
= 10,179 CF
12' OUTLET PIPE
IN PLATE
Borm E- 289.50
IMBEDDED
ATMAX
0.5'
0
TR TYPE 2-72"
LIVE,10EAD STORAGE INTERFACE EL 29150
MIN. I
SECTION WEW
FLOW CONTROL STRUCTURE
NOT TO SCALE
CITY OF RENTON
Approved by� Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
TRIAD
ASSOCIATES
12112115th Ave. NE
KiMand, WA 98034-6923
425.821.8448
42&&t3481 fax
800A88.0756 toll
v taadaa ate .net
;t
4
-4
UA
QZ !NQ W4
PC
0 (� 4
W
a [`= m C
LAJ
s
LL
GREGMY r. AW.A4 AS
PRINM mom
MARK I HANNS04 ALS
PROWT
KENN r FL) M. FE
VEMW LFM RLA
PBD=r IAMDSCM ARCMTECT
Mff SMMM UM' 101151112
smx. MEL-11-10' RUX-5'
4 Vs C. Ft
WAS
91118 NOT VMD
UMM %GK9D AN D=
JOB NO.
09-029
' N`• C3.3or 15
(a
IfORAVE(RD-81)
2_4
2-
GRATE
335R (RD-A)
a441 (RD-81)
TR TYPE 2-72"
LIVE,10EAD STORAGE INTERFACE EL 29150
MIN. I
SECTION WEW
FLOW CONTROL STRUCTURE
NOT TO SCALE
CITY OF RENTON
Approved by� Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
TRIAD
ASSOCIATES
12112115th Ave. NE
KiMand, WA 98034-6923
425.821.8448
42&&t3481 fax
800A88.0756 toll
v taadaa ate .net
;t
4
-4
UA
QZ !NQ W4
PC
0 (� 4
W
a [`= m C
LAJ
s
LL
GREGMY r. AW.A4 AS
PRINM mom
MARK I HANNS04 ALS
PROWT
KENN r FL) M. FE
VEMW LFM RLA
PBD=r IAMDSCM ARCMTECT
Mff SMMM UM' 101151112
smx. MEL-11-10' RUX-5'
4 Vs C. Ft
WAS
91118 NOT VMD
UMM %GK9D AN D=
JOB NO.
09-029
' N`• C3.3or 15
IfORAVE(RD-81)
C
TR TYPE 2-72"
LIVE,10EAD STORAGE INTERFACE EL 29150
MIN. I
SECTION WEW
FLOW CONTROL STRUCTURE
NOT TO SCALE
CITY OF RENTON
Approved by� Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
TRIAD
ASSOCIATES
12112115th Ave. NE
KiMand, WA 98034-6923
425.821.8448
42&&t3481 fax
800A88.0756 toll
v taadaa ate .net
;t
4
-4
UA
QZ !NQ W4
PC
0 (� 4
W
a [`= m C
LAJ
s
LL
GREGMY r. AW.A4 AS
PRINM mom
MARK I HANNS04 ALS
PROWT
KENN r FL) M. FE
VEMW LFM RLA
PBD=r IAMDSCM ARCMTECT
Mff SMMM UM' 101151112
smx. MEL-11-10' RUX-5'
4 Vs C. Ft
WAS
91118 NOT VMD
UMM %GK9D AN D=
JOB NO.
09-029
' N`• C3.3or 15