HomeMy WebLinkAboutD-29521C&-o,ti oho:
^uLo,ti °,i °,.,q °ac°_? -t' our _o 0,.,? o c ° °o U °off
Z
0 3' -0" MIN 3' -0" MIN
I
BASE COURSE
0 _BU_BBLE UP CATCH BASIN
S G - SCALE: NOT TO SCALE
a KC MAP NO.316 -12
CALL 48 HOURS f' ^ ~R~' 33301 9TH AVENUE SOUTH
iii 20B r" i FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BEKGER/,4BAM 98003 -2600
IQra �' H N 9 1 x E L x! I x c. VOICE: (206)131 -2300
•a1 .01- 800 -424 -5555
Lost ko d - W d Lo 2"0 l 07.-&M b7 A— boa, ", N r. Q- I20NI FnrWr- 04 -oJ21 C401. roV,16 J_.m24.d y S-1,
SPECIAL MAY CREEK PROTECTION AREA.
NO MATERIAL OR EQUIPMENT SHALL BE
ALLOWED BEYOND SILT FENCE
ELEV 279.50
MAY CREEK BANK
DRAINAGE
EASEMENT
8 STA 203 +00
TO
B STA 209 +50
EXISTING
GROUND
1
z_
U)
SLOPE
TO DRAIN
3 TYP
1F-
RIGHT -OF -WAY
q DUVALL AVE NE/
COAL CREEK PARKWAY SE
1
1
z I z
LO u]
TYPICAL DRAINAGE DITCH
Cl,C2 SCALE: NOT TO SCALE
1' -0" THICK QUARRY SPALLS
BEGINNING AT INSIDE
FACE OF POND SLOPE
DRAINAGE
EASEMENT
B STA 198 +00
TO
B STA 208 +50
EXISTING
GROUND
2
z
ir)
SLOPE
TO DRAIN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21 /08
Nns RENTON RECONSTRUCTION "°°°°°"'
ARM ter„° Plc ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS„ „:
proved For Constructio
usem �� DRAINAGE DETAILS SD24
REVISION BY DATE APPR s ^"°"”' SHEET 7
sc Roe M. Hanson P.E. Date 93 i83
DEBRIS CAGE PER KCRS
N
DEBRIS CAGE PER KCRS
RIM ELEVATION = 283.25
(n
STD DWG 2 -028
GROUND
M I
O
1.25'
MIN
RIM ELEVATION = 319.00
282 00
ELEV 2
O
2
-
O °
O
�1
z
GEOTEXTILE
°
FABRIC, TYP
/N
OO
18" QUARRY
O CATCH BASIN
°
SPALLS, TYP
MODIFIED AS SHOWN
z
12" CPEP
°
Z.
INLET
�—
TOP OF POND
STANDARD GALV STEEL
IE= 276.25
[E =276
O
SEE S 12 °
48" TYPE 2
EL = 320.00
o
13' -4 "
�
CATCH BASIN
°
.' N
�� 12" QUARRY SPALLS
12" CPEP °
MODIFIED AS SHOWN
EMERGENCY OVERFLOW WS
(N -12)
OVERFLOW WS
EL = 319.70
IE =315.5
EL = 319.20
OUTFALL
o .
TO— P) p
-
o z °
J
N
°
STANDARD GALV STEEL
WS
.. ,. . , .. .
q- LADDER /STEPS
ELSIG 318 67
u°
°: f,';�•r.•,..or�
FILTER FABRIC BELOW
RIP RAP, TYP
b 3' -0" MIN
I
3' -0" MIN
BASE COURSE
�
SECTION OVERFLOW SPILLWAY
POND B1
-
SCALE: NOT TO SCALE
D DITCH_CATCH
BASIN
- SCALE: NOT TO SCALE
&-o,ti oho:
^uLo,ti °,i °,.,q °ac°_? -t' our _o 0,.,? o c ° °o U °off
Z
0 3' -0" MIN 3' -0" MIN
I
BASE COURSE
0 _BU_BBLE UP CATCH BASIN
S G - SCALE: NOT TO SCALE
a KC MAP NO.316 -12
CALL 48 HOURS f' ^ ~R~' 33301 9TH AVENUE SOUTH
iii 20B r" i FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BEKGER/,4BAM 98003 -2600
IQra �' H N 9 1 x E L x! I x c. VOICE: (206)131 -2300
•a1 .01- 800 -424 -5555
Lost ko d - W d Lo 2"0 l 07.-&M b7 A— boa, ", N r. Q- I20NI FnrWr- 04 -oJ21 C401. roV,16 J_.m24.d y S-1,
SPECIAL MAY CREEK PROTECTION AREA.
NO MATERIAL OR EQUIPMENT SHALL BE
ALLOWED BEYOND SILT FENCE
ELEV 279.50
MAY CREEK BANK
DRAINAGE
EASEMENT
8 STA 203 +00
TO
B STA 209 +50
EXISTING
GROUND
1
z_
U)
SLOPE
TO DRAIN
3 TYP
1F-
RIGHT -OF -WAY
q DUVALL AVE NE/
COAL CREEK PARKWAY SE
1
1
z I z
LO u]
TYPICAL DRAINAGE DITCH
Cl,C2 SCALE: NOT TO SCALE
1' -0" THICK QUARRY SPALLS
BEGINNING AT INSIDE
FACE OF POND SLOPE
DRAINAGE
EASEMENT
B STA 198 +00
TO
B STA 208 +50
EXISTING
GROUND
2
z
ir)
SLOPE
TO DRAIN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21 /08
Nns RENTON RECONSTRUCTION "°°°°°"'
ARM ter„° Plc ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS„ „:
proved For Constructio
usem �� DRAINAGE DETAILS SD24
REVISION BY DATE APPR s ^"°"”' SHEET 7
sc Roe M. Hanson P.E. Date 93 i83
DEBRIS CAGE PER KCRS
STD DWG 2 -028
RIM ELEVATION = 283.25
GROUND
\EXISTING
ELEV
QUARRY SPALLS, TYP
282 00
ELEV 2
z
-
O °
O
GEOTEXTILE
°
FABRIC, TYP
/N
OO
48" TYPE 2 EMBED 12 ", TYP
O CATCH BASIN
°
MODIFIED AS SHOWN
12" CPEP
°
STANDARD GALV STEEL
IE= 276.25
[E =276
O
LADDER /STEPS
O
o
�
°
.' N
�� 12" QUARRY SPALLS
&-o,ti oho:
^uLo,ti °,i °,.,q °ac°_? -t' our _o 0,.,? o c ° °o U °off
Z
0 3' -0" MIN 3' -0" MIN
I
BASE COURSE
0 _BU_BBLE UP CATCH BASIN
S G - SCALE: NOT TO SCALE
a KC MAP NO.316 -12
CALL 48 HOURS f' ^ ~R~' 33301 9TH AVENUE SOUTH
iii 20B r" i FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BEKGER/,4BAM 98003 -2600
IQra �' H N 9 1 x E L x! I x c. VOICE: (206)131 -2300
•a1 .01- 800 -424 -5555
Lost ko d - W d Lo 2"0 l 07.-&M b7 A— boa, ", N r. Q- I20NI FnrWr- 04 -oJ21 C401. roV,16 J_.m24.d y S-1,
SPECIAL MAY CREEK PROTECTION AREA.
NO MATERIAL OR EQUIPMENT SHALL BE
ALLOWED BEYOND SILT FENCE
ELEV 279.50
MAY CREEK BANK
DRAINAGE
EASEMENT
8 STA 203 +00
TO
B STA 209 +50
EXISTING
GROUND
1
z_
U)
SLOPE
TO DRAIN
3 TYP
1F-
RIGHT -OF -WAY
q DUVALL AVE NE/
COAL CREEK PARKWAY SE
1
1
z I z
LO u]
TYPICAL DRAINAGE DITCH
Cl,C2 SCALE: NOT TO SCALE
1' -0" THICK QUARRY SPALLS
BEGINNING AT INSIDE
FACE OF POND SLOPE
DRAINAGE
EASEMENT
B STA 198 +00
TO
B STA 208 +50
EXISTING
GROUND
2
z
ir)
SLOPE
TO DRAIN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21 /08
Nns RENTON RECONSTRUCTION "°°°°°"'
ARM ter„° Plc ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS„ „:
proved For Constructio
usem �� DRAINAGE DETAILS SD24
REVISION BY DATE APPR s ^"°"”' SHEET 7
sc Roe M. Hanson P.E. Date 93 i83