HomeMy WebLinkAboutR_401375(4) 5/i
STAI N LE
BOLTS
WASHEF
TYPICAL
WITH M
EMBEDN
12" HDPE S
2"
(Ty
GRADE
UPPER VALVE BOX
SEE DETAIL 2 —
120 SERIES LIMITORQUE
LECTRIC ACTUATOR
EE NOTE.
FLANGED CONNECTION TO ACTUATOR
CHECK MANUFACTURERS BASE DETAILS
FOR BOLT LOCATIONS
1/2" SCHEDULE 40 STAINLESS STEEL PIPE
KITH FLANGED CONNECTION ON ONE END
12" x 12" x 1 /2" BASE PLATE
SEE DETAIL 2
NON —SHRINK GROUT PADS
I —I NOTE:
CONTRACTOR TO VERIFY REQUIRED ACTUATOR SPECIFICATIONS FOR 12" AND 18" GATE VALVES
WITH THE MANUFACTURER BEFORE INSTALLATION. CONTRACTOR MUST ALSO REFERENCE
ELECTRICAL PLANS TO SPECIFY POWER REQUIREMENTS FOR EACH ACTUATOR.
24" TYP
#4 x 30" EPDXY
COATED REBAR (TYP)
d d d 4 l
° ° '4 °, °. d
a d 4 °
° Q ad a ° °
.. .. ° d.
a a do d
4 ° a
RUMBELL VALVE EXTENSION —
OWER VALVE BOX
UT STEM TO FIT
EE DETAIL 5 ON SHEET C500-3M
ACTUATED VALVE - SECTION A
rf\� ACTUATED VALVE DETAILS
C500-3B SCALE: NTS
C500-3C,C500-3D
C500-3E
24" TYP , 1
4 x 30 EPDXY
DATED REBAR
PLACES)
PAINT WHITE BACKGROUND PAINT RED BLOCKLETTERS SIZED TO FIT
AVAILABLE SPACE TYP.
VALVE BOX VALVE BOX
SEE DETAIL CJ�C 0
VALVE BOX LID
SEE DETAIL
PAINT MARKINGS BENEATH LID
SEE ABOVE DETAIL
FOR PAINT MARKINGS
UNDERNEATH VALVE BOX LID
VALVE BOX LID
SEE DETAIL
a o
o a
VALCOM POSITION
INDICATOR
TYPICAL PAVEMENT SECTION
Lw
I J
a Q
00
2" AWWA NUT ; z
a w LLJ
v)
I—LLJ
w
z
VALCOM LOW PROFILE
POSITION INDICATOR
Lq
12" GATE VALVE
0
0 0
0 0
O O
0
ACTUATED VALVE - SECTION B
CRUSHED ROCK BASE COURSE
LOWER VALVE BOX TRUMBELL VALVE EXTENSION SEE TYPICAL PAVEMENT SECTIONS
STORM VANE
UJU��H 3UMLE: IV 1 J
C500-313,C500-3C
C500-3D,C500-3E
SYM REVISION
APRON R INFRASTRUCTURE
BY APPROVED DATE SYM
W47003311 ABAM I SPT 06/08/18
VALVE BOX AND LID
REVISION
UPPER VALVE BOX
VALVE BOX
SEE DETAIL
0
I
4" STEEL GUARD POST
TYPICAL 4—PLACES C500-5C
--
I I
I I
2.5' (MIN.)
N
I I
I I
I � I
I I
0
BOLLARD LAYOUT NOTES:
1. 1. THIS FIGURE REPRESENTS ONLY TYPICAL SPACING. REFER
TO DETAILS ON SHEET C500-5B FOR LOCATIONS WHERE
ADDITIONAL OBSTRUCTIONS DICTATE SPECIAL CONFIGURATIONS.
2. OMIT BOLLARDS WHERE OTHER BARRIERS PREVENT RISK OF —
DAMAGE. SEE PLAN VIEW AND DETAIL IN NOTE 1 ABOVE.
THROUGH HOLE FOR TRUMBELL
O VALVE EXTENSION
WELD 3 1 /2" STEEL PIPE TO
STEEL BASE PLATE
\12"02"fl/2" STAINLESS STEEL PLATE
ACTUATED VALVE BASE PLATE (TYP.)
n
TWO
SD
Of
cn
o
L�
w
0
VALVE BOX LID
o
OLYMPIC FOUNDRY
w
VBU-8215 OR SIMILAR
Z
"SD" TEXT ON LID
Elf
F IRON 5 SLIP
VALVE BOX
Ld
cn
yI�IIF1:i�'la
WER VALVE BOX
BY I APPROVED I DATE
CONCRETE COLLAR
"0" RING
12" CSBC
24"
QUARRY
SPALLS
N 0
N
� � p
z° o
° L p
a
� p °
° p p
,n
/ o
O DIAM. PER P
0
p
STEPS OR LAC
/ p°
/ 24:1
a SLOPE
° x
p �
/
BIAXIAL 1500 GEOGRID
SEPARATE BASE
ACTUATED VALVE BOLLARD LAYOUT (TYP.
MANHOLE RING AND COVER PER WSDOT
STD PLAN B-30.70-03
a p
o Q
°
o a
p
a p p
CIRCULAR
a ADJUSTMENT
SECTION
p \\
AN \\ REINFORCED
FLAT SLAB TOP
\\ \
)ER /\
CHANNEL AND SHELF
/
N <
CSBC
p ° )1
\ REINFORCING STEEL
0o O0o O 00
DOg0110Eg O\000Q00 \
X/
INTEGRAL BASE
AIRCRAFT RATED TYPE 3 MANHOLE
UJU\ V— U JU/-\LL. IN I J
C5000--3F
P. 1
OF WAS,,,,,
BOE//V" �P �1
x
31271 w�
��ssioNaL
n
PHAM ITA
MIN
ORATION
'I
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I
I
I
"U" SHAPED
KNOCKOUT
I
I
�I
ISTING JOINT
Z < a MANHOLE RING AND COVER PER WSDOT
CONCRETE COLLAR STD PLAN B-30.70-03
0
N
N
L'°
o
o °
� p
a ° p
3
o a p CIRCULAR ADJUSTMENT SECTION
Lli
0
Lij °
o'
\ REINFORCED FLAT SLAB TOP
Of STEPS OR LADDER \\ \
~ /\
"' / DIAM. PER PLAN 18" MIN- /
o CORE DRILL AND p CSBC
KOR—N—SEAL BOOT / PRECAST REINFORCED
cn \
J / ° p 24:1 ° p / CONCRETE SECTION
SLOPE
Q:� <�\//'\ FORM CONCRETE BASE
\ AND CHANNEL IN FIELD
W /
z SLOPE
/
OPE p \
a /\
o
w
Z. "U" SHAPED MANHOLE KNOCKOUT TO INSTALL
MANHOLE OVER EXISTING PIPE. PROVIDE 2"
/ 6» �, MIN CLEARANCE AROUND PIPE AND GROUT.
MIN \\
6" MIN ° °
12" CSBC \\
PRECAST OR CAST —IN
/ O 0\ 0(::) 0 O / PLACE CONCRETE SLAB
0O DO O CUT AND REMOVE TOP
24" HALF OF EXISTING PIPE. /\
QUARRY / o�0���0 ��C BOTTOM HALF TO REMAIN 0C /
SPACES OOOO�OOO� OOOC AS MANHOLE CHANNEL � \/
QDdQR) o0U00Uo0Uo \ \\
\\ BIAXIAL 1500 GEOGRI\ \\ \\ \\ \\ \\ \\ \\
i BemyerAB"
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
DRAWN DATE SUBTITLE
ACCEPTABILITY JDM 06/08/18
THIS DESIGN AND/OR CHECKED
SPECIFICATION IS APPROVED SPT 06 08 18
ENGINEER TITLE
APPROVED BY DEPT. I DATE BEE 06/08/18
CIVIL MASTER
4 AIRCRAFT RATED TYRE 3 SADDLE MANHOLE
C50�-3C SCALE: NTS
C500-3D
C500 3F
CIVIL PERMIT
STORM DRAINAGE DETAILS - SHEET 3
APRON R INFRASTRUCTURE
RENTON SITE
SITE
R-401375
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
afowler 12/20/201801 rstraka 12/20/2018
W4700331 - 06/08/18
SHEET
(;500-3N C58-
JOB NO. COMP NO.
W4700331
RENTON, WA DWG NO. 4-APRON-R-0500-3N