HomeMy WebLinkAboutR-339110cv) I VAULT
07
r DETENTION REQUIRED= 29,756 CU. FEET
�p WATER QUALITY REQUIRED =7,484 CU. FEET
O
Q DETENTION PROVIDED:
J (434.50- 426.00) *47 *76 = 30;362 CU. FEET ?jj ZS4 Ff3
WATER QUALITY PROVIDED:
(426.00- 421.50) *24 *76 = 8`268 -CU. FEET
TF
-j N
NE INSIDE CORNER
STA. 25 +79.72, 85.4' LT.
SEE S
SHEET 5
v S
�
Y �
'
0 '
IE =424.0
0
m .
NW INSIDE CORNER 6
i
z S
STA. 26 +55.72, 83.9'3�LT.
J
24 "0 ACCESS MANHOLEV
;. W
W/ SOLID LOCKING LID O
I
I JK FENCE WAN
6" CURB ALONG
WEST & SOUTH EDGE
AS SHOWN
I
I
A
'. 60LF` 12` N 12 @S= 8.67%',
77_ -- X22 / I
5' ASPHALT RAMP FROM
W EX. EDGE OF PAVEMENT
W TO NEW SIDEWALK
7 +00
W
W
cn
INT'X NE 6th STREET /BOUNDARY/ I
STA. =26 +63.65 /
CENTERLINE STATIONING
USING D.R. STRONG PLANS FOR
HONEYBROOKE WEST PLAN
SHEET #3300
STEPS TYP. -. 24 0 ACCES MANHOLE
4 LOCATIONS W/ SOLID LOC`Kj!NG LID
RIM = 440.2 -
6' X 12' REMOVABLE GALVANIZED
STEEL GRATE 4'X6' OPENING '
_ RIM= 439.00 BETWEEN CELLS
MID—VAULT�r
- REMOVABLE BOLLARDS
' 12" WIDE X 6" DEEP GRAVEL 6" BAFFLE
- ACCESS ROAD i.
�7
_ z y
24 0 ACCESS MANHOLE
W/ SOLIDI LOCKING LID
I RIM -438 0 O
� '�- -� SE INSIDE CORN�,�
-2j,.0 � ;0 ' STA.. 25 +78.80, 37.4' ._. LT`—
_
IE -421.7
'7
q I OVERFLOW = 434-5 43A -4q
-6''` FENCE WAN GF
6" CURB ALONG
WEST & SOUTH EDGE
w
_j
J
6' X 12' REMOVABLE
GRATE, RAISED ON CURB
ELEV. =439.0
�I
a 4" ELBOW 3 - -- CEILING =435.0 4.5 z
Of P* WITH 1 -3 8 ORIFICE O
4" ELBOW ELEV= 431.fi6S% z WQ CELL #1
; w
W I
Z
W
Q
I
U7
0
_J
W
W
I
SEE ISHEET 5
6" VAULT BRAIN (PERF)
@S= 1.00 %' MIN. (TYP.)
it +2611.1. x 29 -
33.80 -
t
,''t
!PIE j` IVE 6th,` STREET ;
fOlt
Cr 'As* 6y liot 2 0
^ `i
A. 26 +58.65, 13' LT.
CB 2, TYPE 1 T
RIM = 424.70
IE= 420.20, 12" x _
IE= 420.70, 6 "(VAULT DRAIN)
NO. I REVISION
a, N WITH 1-3/8 0 ORIFICE Lu 23' (2,484 CU.FT.
FLOW CONTROL STRUCTURE o a
PER CITY DETAIL #13029 428.0
�I n uj
4Z6•o2 c REMOVABLE BAFFLE
WQ DESIGN =426
a
BOTTOM RISER ELEV = 424:60 w m 424.0 STEPSi
WITH 3/4"0 ORIFICE ¢ 0
O `FE =420.63 SEDIMENT =421.5 __ " > FE= 421.0-
CROSS SECTION SOUTH WALL_
ELEV. =439.0
DIRT GRADE 438 0
i
DETENTION 43#-5 CEILING =435.0
A� •4 E= 433.011
INSIDE =24.0'
4'X6' OPENING
REMOVABLE BAFFLE BETWEEN CELLS
MID -VAULT 4XA2
- -WQ DESIGN= 42e. -D
FE =425.5
`-FRO42M CB 13
FE- 0.82
O S
/�
G
INSTALL STEPS AT
ACCESS MANHOLE
P. 4 LOCATIONS
6" DRAIN(TYP.)
QI� I FE= FINISH FLOOR ELEV (TYP)
a o
F-
I
6" ROCKERY /D.S. /FOOTING DRAIN
LOTS 10 — 14
6" DRAIN(TYP.)
INSIDE =48.0'
CROSS SECTION MID —VAULT SOUTH WALL
A5•aW6T
I r W/ WASHER & NUT
I 1.
I ..,4'✓7.54 �..
1 2" BOLT
? I 3 W/ WASHER & NUT
ALL CONNECTIONS AND BOTLS
j a TO BE GALVA D
T > y 4 "X6" TREATED 339110
I Iw TIMBER BAFFLE �
3 "X3" ANGLE IRON
TYPICAL
- -- BAFFLE CONNECTION DETAIL CHECKED FOR COMPLIANCE
�� N.T.S.
I
I
' I
_X
\1
x
TO CITY STANDARDS
Date
Detx _
Date —
SCALE:
TRACT A TO BE OWNED 8c 1"=10' HOR.
MAINTAINED BY _ I V __ ...._ ._ 1 " =5' VERT.
CITY 0r- 1?-WI-DNS
�uRVErED SCALE ,
w vea ,eo, � mrcu ww p C. ,� CITY OF HONEYBROOK CIRCLE
,rormoxrw
D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC
RENTON
D.L. OFFE, P.E. a,s ww DATUM COVER SHEET
Planning /Building /Public Works Dept.
r xm a¢xx
BY DATE APPR
�I�; R- 33�1io C�', P�33q/o7
1#
I-=-I
w¢o C
a a
�J P61 Z �w
O cam O
F
7
C
�zNW
ZW�WQ
x3z°
w zx�
W00P.
w�W 0
"
O
03/12/2012
000011
1
o j...l
� C
�g
L
� w
m w
�7
_ z y
24 0 ACCESS MANHOLE
W/ SOLIDI LOCKING LID
I RIM -438 0 O
� '�- -� SE INSIDE CORN�,�
-2j,.0 � ;0 ' STA.. 25 +78.80, 37.4' ._. LT`—
_
IE -421.7
'7
q I OVERFLOW = 434-5 43A -4q
-6''` FENCE WAN GF
6" CURB ALONG
WEST & SOUTH EDGE
w
_j
J
6' X 12' REMOVABLE
GRATE, RAISED ON CURB
ELEV. =439.0
�I
a 4" ELBOW 3 - -- CEILING =435.0 4.5 z
Of P* WITH 1 -3 8 ORIFICE O
4" ELBOW ELEV= 431.fi6S% z WQ CELL #1
; w
W I
Z
W
Q
I
U7
0
_J
W
W
I
SEE ISHEET 5
6" VAULT BRAIN (PERF)
@S= 1.00 %' MIN. (TYP.)
it +2611.1. x 29 -
33.80 -
t
,''t
!PIE j` IVE 6th,` STREET ;
fOlt
Cr 'As* 6y liot 2 0
^ `i
A. 26 +58.65, 13' LT.
CB 2, TYPE 1 T
RIM = 424.70
IE= 420.20, 12" x _
IE= 420.70, 6 "(VAULT DRAIN)
NO. I REVISION
a, N WITH 1-3/8 0 ORIFICE Lu 23' (2,484 CU.FT.
FLOW CONTROL STRUCTURE o a
PER CITY DETAIL #13029 428.0
�I n uj
4Z6•o2 c REMOVABLE BAFFLE
WQ DESIGN =426
a
BOTTOM RISER ELEV = 424:60 w m 424.0 STEPSi
WITH 3/4"0 ORIFICE ¢ 0
O `FE =420.63 SEDIMENT =421.5 __ " > FE= 421.0-
CROSS SECTION SOUTH WALL_
ELEV. =439.0
DIRT GRADE 438 0
i
DETENTION 43#-5 CEILING =435.0
A� •4 E= 433.011
INSIDE =24.0'
4'X6' OPENING
REMOVABLE BAFFLE BETWEEN CELLS
MID -VAULT 4XA2
- -WQ DESIGN= 42e. -D
FE =425.5
`-FRO42M CB 13
FE- 0.82
O S
/�
G
INSTALL STEPS AT
ACCESS MANHOLE
P. 4 LOCATIONS
6" DRAIN(TYP.)
QI� I FE= FINISH FLOOR ELEV (TYP)
a o
F-
I
6" ROCKERY /D.S. /FOOTING DRAIN
LOTS 10 — 14
6" DRAIN(TYP.)
INSIDE =48.0'
CROSS SECTION MID —VAULT SOUTH WALL
A5•aW6T
I r W/ WASHER & NUT
I 1.
I ..,4'✓7.54 �..
1 2" BOLT
? I 3 W/ WASHER & NUT
ALL CONNECTIONS AND BOTLS
j a TO BE GALVA D
T > y 4 "X6" TREATED 339110
I Iw TIMBER BAFFLE �
3 "X3" ANGLE IRON
TYPICAL
- -- BAFFLE CONNECTION DETAIL CHECKED FOR COMPLIANCE
�� N.T.S.
I
I
' I
_X
\1
x
TO CITY STANDARDS
Date
Detx _
Date —
SCALE:
TRACT A TO BE OWNED 8c 1"=10' HOR.
MAINTAINED BY _ I V __ ...._ ._ 1 " =5' VERT.
CITY 0r- 1?-WI-DNS
�uRVErED SCALE ,
w vea ,eo, � mrcu ww p C. ,� CITY OF HONEYBROOK CIRCLE
,rormoxrw
D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC
RENTON
D.L. OFFE, P.E. a,s ww DATUM COVER SHEET
Planning /Building /Public Works Dept.
r xm a¢xx
BY DATE APPR
�I�; R- 33�1io C�', P�33q/o7
1#
I-=-I
w¢o C
a a
�J P61 Z �w
O cam O
F
7
C
�zNW
ZW�WQ
x3z°
w zx�
W00P.
w�W 0
"
O
03/12/2012
000011
1
o j...l
� C
�g
L
� w
m w
q I OVERFLOW = 434-5 43A -4q
-6''` FENCE WAN GF
6" CURB ALONG
WEST & SOUTH EDGE
w
_j
J
6' X 12' REMOVABLE
GRATE, RAISED ON CURB
ELEV. =439.0
�I
a 4" ELBOW 3 - -- CEILING =435.0 4.5 z
Of P* WITH 1 -3 8 ORIFICE O
4" ELBOW ELEV= 431.fi6S% z WQ CELL #1
; w
W I
Z
W
Q
I
U7
0
_J
W
W
I
SEE ISHEET 5
6" VAULT BRAIN (PERF)
@S= 1.00 %' MIN. (TYP.)
it +2611.1. x 29 -
33.80 -
t
,''t
!PIE j` IVE 6th,` STREET ;
fOlt
Cr 'As* 6y liot 2 0
^ `i
A. 26 +58.65, 13' LT.
CB 2, TYPE 1 T
RIM = 424.70
IE= 420.20, 12" x _
IE= 420.70, 6 "(VAULT DRAIN)
NO. I REVISION
a, N WITH 1-3/8 0 ORIFICE Lu 23' (2,484 CU.FT.
FLOW CONTROL STRUCTURE o a
PER CITY DETAIL #13029 428.0
�I n uj
4Z6•o2 c REMOVABLE BAFFLE
WQ DESIGN =426
a
BOTTOM RISER ELEV = 424:60 w m 424.0 STEPSi
WITH 3/4"0 ORIFICE ¢ 0
O `FE =420.63 SEDIMENT =421.5 __ " > FE= 421.0-
CROSS SECTION SOUTH WALL_
ELEV. =439.0
DIRT GRADE 438 0
i
DETENTION 43#-5 CEILING =435.0
A� •4 E= 433.011
INSIDE =24.0'
4'X6' OPENING
REMOVABLE BAFFLE BETWEEN CELLS
MID -VAULT 4XA2
- -WQ DESIGN= 42e. -D
FE =425.5
`-FRO42M CB 13
FE- 0.82
O S
/�
G
INSTALL STEPS AT
ACCESS MANHOLE
P. 4 LOCATIONS
6" DRAIN(TYP.)
QI� I FE= FINISH FLOOR ELEV (TYP)
a o
F-
I
6" ROCKERY /D.S. /FOOTING DRAIN
LOTS 10 — 14
6" DRAIN(TYP.)
INSIDE =48.0'
CROSS SECTION MID —VAULT SOUTH WALL
A5•aW6T
I r W/ WASHER & NUT
I 1.
I ..,4'✓7.54 �..
1 2" BOLT
? I 3 W/ WASHER & NUT
ALL CONNECTIONS AND BOTLS
j a TO BE GALVA D
T > y 4 "X6" TREATED 339110
I Iw TIMBER BAFFLE �
3 "X3" ANGLE IRON
TYPICAL
- -- BAFFLE CONNECTION DETAIL CHECKED FOR COMPLIANCE
�� N.T.S.
I
I
' I
_X
\1
x
TO CITY STANDARDS
Date
Detx _
Date —
SCALE:
TRACT A TO BE OWNED 8c 1"=10' HOR.
MAINTAINED BY _ I V __ ...._ ._ 1 " =5' VERT.
CITY 0r- 1?-WI-DNS
�uRVErED SCALE ,
w vea ,eo, � mrcu ww p C. ,� CITY OF HONEYBROOK CIRCLE
,rormoxrw
D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC
RENTON
D.L. OFFE, P.E. a,s ww DATUM COVER SHEET
Planning /Building /Public Works Dept.
r xm a¢xx
BY DATE APPR
�I�; R- 33�1io C�', P�33q/o7
1#
I-=-I
w¢o C
a a
�J P61 Z �w
O cam O
F
7
C
�zNW
ZW�WQ
x3z°
w zx�
W00P.
w�W 0
"
O
03/12/2012
000011
1
o j...l
� C
�g
L
� w
m w
W I
Z
W
Q
I
U7
0
_J
W
W
I
SEE ISHEET 5
6" VAULT BRAIN (PERF)
@S= 1.00 %' MIN. (TYP.)
it +2611.1. x 29 -
33.80 -
t
,''t
!PIE j` IVE 6th,` STREET ;
fOlt
Cr 'As* 6y liot 2 0
^ `i
A. 26 +58.65, 13' LT.
CB 2, TYPE 1 T
RIM = 424.70
IE= 420.20, 12" x _
IE= 420.70, 6 "(VAULT DRAIN)
NO. I REVISION
a, N WITH 1-3/8 0 ORIFICE Lu 23' (2,484 CU.FT.
FLOW CONTROL STRUCTURE o a
PER CITY DETAIL #13029 428.0
�I n uj
4Z6•o2 c REMOVABLE BAFFLE
WQ DESIGN =426
a
BOTTOM RISER ELEV = 424:60 w m 424.0 STEPSi
WITH 3/4"0 ORIFICE ¢ 0
O `FE =420.63 SEDIMENT =421.5 __ " > FE= 421.0-
CROSS SECTION SOUTH WALL_
ELEV. =439.0
DIRT GRADE 438 0
i
DETENTION 43#-5 CEILING =435.0
A� •4 E= 433.011
INSIDE =24.0'
4'X6' OPENING
REMOVABLE BAFFLE BETWEEN CELLS
MID -VAULT 4XA2
- -WQ DESIGN= 42e. -D
FE =425.5
`-FRO42M CB 13
FE- 0.82
O S
/�
G
INSTALL STEPS AT
ACCESS MANHOLE
P. 4 LOCATIONS
6" DRAIN(TYP.)
QI� I FE= FINISH FLOOR ELEV (TYP)
a o
F-
I
6" ROCKERY /D.S. /FOOTING DRAIN
LOTS 10 — 14
6" DRAIN(TYP.)
INSIDE =48.0'
CROSS SECTION MID —VAULT SOUTH WALL
A5•aW6T
I r W/ WASHER & NUT
I 1.
I ..,4'✓7.54 �..
1 2" BOLT
? I 3 W/ WASHER & NUT
ALL CONNECTIONS AND BOTLS
j a TO BE GALVA D
T > y 4 "X6" TREATED 339110
I Iw TIMBER BAFFLE �
3 "X3" ANGLE IRON
TYPICAL
- -- BAFFLE CONNECTION DETAIL CHECKED FOR COMPLIANCE
�� N.T.S.
I
I
' I
_X
\1
x
TO CITY STANDARDS
Date
Detx _
Date —
SCALE:
TRACT A TO BE OWNED 8c 1"=10' HOR.
MAINTAINED BY _ I V __ ...._ ._ 1 " =5' VERT.
CITY 0r- 1?-WI-DNS
�uRVErED SCALE ,
w vea ,eo, � mrcu ww p C. ,� CITY OF HONEYBROOK CIRCLE
,rormoxrw
D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC
RENTON
D.L. OFFE, P.E. a,s ww DATUM COVER SHEET
Planning /Building /Public Works Dept.
r xm a¢xx
BY DATE APPR
�I�; R- 33�1io C�', P�33q/o7
1#
I-=-I
w¢o C
a a
�J P61 Z �w
O cam O
F
7
C
�zNW
ZW�WQ
x3z°
w zx�
W00P.
w�W 0
"
O
03/12/2012
000011
1
o j...l
� C
�g
L
� w
m w
CROSS SECTION SOUTH WALL_
ELEV. =439.0
DIRT GRADE 438 0
i
DETENTION 43#-5 CEILING =435.0
A� •4 E= 433.011
INSIDE =24.0'
4'X6' OPENING
REMOVABLE BAFFLE BETWEEN CELLS
MID -VAULT 4XA2
- -WQ DESIGN= 42e. -D
FE =425.5
`-FRO42M CB 13
FE- 0.82
O S
/�
G
INSTALL STEPS AT
ACCESS MANHOLE
P. 4 LOCATIONS
6" DRAIN(TYP.)
QI� I FE= FINISH FLOOR ELEV (TYP)
a o
F-
I
6" ROCKERY /D.S. /FOOTING DRAIN
LOTS 10 — 14
6" DRAIN(TYP.)
INSIDE =48.0'
CROSS SECTION MID —VAULT SOUTH WALL
A5•aW6T
I r W/ WASHER & NUT
I 1.
I ..,4'✓7.54 �..
1 2" BOLT
? I 3 W/ WASHER & NUT
ALL CONNECTIONS AND BOTLS
j a TO BE GALVA D
T > y 4 "X6" TREATED 339110
I Iw TIMBER BAFFLE �
3 "X3" ANGLE IRON
TYPICAL
- -- BAFFLE CONNECTION DETAIL CHECKED FOR COMPLIANCE
�� N.T.S.
I
I
' I
_X
\1
x
TO CITY STANDARDS
Date
Detx _
Date —
SCALE:
TRACT A TO BE OWNED 8c 1"=10' HOR.
MAINTAINED BY _ I V __ ...._ ._ 1 " =5' VERT.
CITY 0r- 1?-WI-DNS
�uRVErED SCALE ,
w vea ,eo, � mrcu ww p C. ,� CITY OF HONEYBROOK CIRCLE
,rormoxrw
D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC
RENTON
D.L. OFFE, P.E. a,s ww DATUM COVER SHEET
Planning /Building /Public Works Dept.
r xm a¢xx
BY DATE APPR
�I�; R- 33�1io C�', P�33q/o7
1#
I-=-I
w¢o C
a a
�J P61 Z �w
O cam O
F
7
C
�zNW
ZW�WQ
x3z°
w zx�
W00P.
w�W 0
"
O
03/12/2012
000011
1
o j...l
� C
�g
L
� w
m w
03/12/2012
000011
1
o j...l
� C
�g
L
� w
m w