HomeMy WebLinkAboutR-406217A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
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'. 4.58:, 12:, OR 21'
.... JR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
1tl3 BAR EACH WAY J
PRECAST BASE SECTION
p3 BAR HOOP
O BAR
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
'
DIAMETER
REINFORCED -OR PLAIN
12'
CONCRETE
ALL METAL PIPE
15,
CPSSP%
`STD.
12'
SPEC. 9-05.20
SOLID WALL PVC.
15,0
STD. SPEC, 9-05.12(1)
PROFILE WALL PVC,
1g"
STD,SPEC, 9-05AW)
'CORRUGATED POLYETHYLENE STORNv
SEWER PIPE
NOTES:
1. ASACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS 0
OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE D
OUTSIDE OF THE PIPE, AFTER THE PIPE IS INSTALLED, -
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3,
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
C THE FRAMEAND GRATE MUST BE INSTALLED WITHTHEO
FLANGE DOWN.
S. THE PRECAST BASE SECTION MAY HAVE. ROUNDED=
FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H:24V OR STEEPER,
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7, ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE.
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
#3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
CORNER 18" MIN. STANDARD SPECIFICATION 9-20.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION.
ALTERNATIVE PRECAST BASE SECTION,
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200.00
• PUBLIC WORKS - APPR, ; D.
D�PART1197ENT CATC- SHIN TYPE 1 (�qZ 9/28/2018
n,elkw,mmmwn„o. DATE
ISOMETRIC
a �A
'BOLT -DOWN SLOT. I 1/2-
'�EE DETAIL AND I
TOTE 1
� 1
M' �a
Sre" of
I
II �I
BOLT -DOWN SLOT DETAIL 0
SEE NOTE 1
LETTERING
5
7 OR 8 EQUAL SPACES
5"
j DIRECTION FLOW 3'
1T -
J
1518 MAX.
SECTION A
SECTION B
NOTES:
^10 BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 518"-11 NC X 2" I LLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED 0
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY,
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9.05.112 2) FOR ADDITIONAL
REQUIREMENTS.
3. FOR FRAME DETAILS, SEE STANDARD PLAN 2Oh00.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE{NTS)
STD. PLAN'- 204.20 ]
WORKS
PRIPUBLIC
DEPARTMENT
RECTANGULAR VANED GRATE
GAZ 9/z8/2011, [ a
wnow,n.mmw.,,,n
DATED
Knowwhan below.
Ca I I before you di
k
05/27/2020
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
MORTAR, (TYP.), SEE NOTE 5
4-MIN.
'28' MAX. 18"MAX. _ -- ^l /- FLAT SLAB TOP
^••1
48". 54", 60", 72", 8-
�.
96', 120" OR 1"..
SEE NOTE 6, TYP.
15' MAX.
FOR
MAINTENANCE
STEPS OR
LADDER
L
L
'12-(TYP.)
�o
1- MIN.
"O" RING 24
MiN.
2 5 MA"M-
REINFORCING STEEL, (TYP.)
12'�
GRAVEL BACKFILL FOR PIPE ZONE
2"� BEDDING PER WSDOT STD.
/
SPECIFICATION SECTION 9-03.12(3)
6„
SEPARATE BASE
INTEGRAL BASE
PRECAST
PRECAST WITH RISER
NOTES:
Dt. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO FACILITATE CLEANING. --
3. THE RECTANGULAR FRAME AND GRATE MUST BE
INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE
CAST INTO THE ADJUSTMENT SECTION.
40 KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"
MINIMUM TO 25" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE. AFTER THE PIPE IS INSTALLED, FILL THE OAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04 3.
S. ALL GRADE RINGS, RISERS. AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9.04.3.
6. WHEN CONNECTING TO ANEW PIPE. USE A FLEXIBLE
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO
AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
THE SAMEMATERIAL AS THE CONNECTING PIPE.
7. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS_
8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
9: ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
PAR)
PUBLIC WORKS
DEPARTMENT
RENTO
DRAIN
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER`
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48"
4'
6"
36"
8"
54"
4S'
8' I
4T
8"
60'
5"
6" II
48"
8'
72-
6"
8' I'.
60'
12'
84'
8"
12"
I 72"
12"
96'
8"
120'
10'
fY
96"
12"
12'
12" II
1W
12"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
-
DIAMETER
CONCRETE
ALL METAL
CPSSP'
SOLID WALL
PVC,
PROFILE WALL
PVC°
cam"
24"
24'
30'
30"
30"
W
30'
36"
36'
80'
36"
42"
36'
42"
42"
72' __
42'
54"
42'
48"
48"
84"
Sd'
60"
54'
48"
48"
96"
60'
72"
60'
48"
48"
120'
66'
84"
60'
48"
48"
144'
1 78"
1 96"
1 60,
48'
48"
-'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC 9-05. )11 `
STD. SPEC. 9-05.12(1)
' STD. SPEC, 9-05.12(2)
CATCH BASIN TYPE 2
LETTERING
BOLT HOLES-3 PLACES
EQUALLY SPACED 120' APART ON
23 1116' DID. ek.
�- (1) 1" DIA-PY1bkHOLAj
�VIEW'
PLAN /4'LETTERING
25' DID. -
314" a
_ I 21)2"
8 'l (TYP.)
COVER SECTION VIEW
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
_ STD. PLAN - 201.00
GAZ 9/28/?®-18
DATED
COVER BOTTOM VIEW
(3) SILT SOC (ALLEN HEAD)
5/8"-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
26 1fT DIA
25 114" DIA
114" DID. NEOPRENE GASKET 114- -E 1 1116"
�/18" 1
E. 1/8'
} � R1f8"
5/8' J 23 3/8" DIA. CL OPEN
GASKET GROOVE DETAIL
27 5/16" DIA_
34 1/8" DIA.
FRAME SECTION VIEW
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1
OR APPROVED EQUAL.
DS STD. PLAN - 204.50 1
UR�[� PUBLIC WORKS
DEPARTMENT STORM ROUND FRAME AND COVER 9/28/2018 I P
DATED
PLO1 READY FOR SUBMITTAL
ENGINEERING2 1ST REVIEW REVISIONS
Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS
P.O. Box 412 4 3RD REVIEW REVISIONS
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com NO.
f
PROM E RFACE UNIFORM CONTACT
AREA._
PROVIDE UNIFORM CONTACT. TH€S�C,IREACE W //
AREA OF THE BASE SECTION MUST kiE
MORTARED TO THE BOTTOM AR63
EAIOF THE
ADJUSTMENT SECTION ADJUSTMENT SECTION
SEE NOTE 4
Z.
NOTES:
1, THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINALELEVATION OF THE PAVEMENT, GUTTER,
DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3, 'J o 0 0
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
`4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND.
TI N HALL BE SEALED T THE BOTTOM AREA OF THE ADJUSTMENT SECTIONO WITH MORTAR.
c 5. BAS€SEC O S S D O,- E BO O_
B. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3.
7 PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-20. 2- - - 3( ).
S. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS;
9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITHIA STRAIGHT EDGE OF
SUFFICIENT LENGTH.
10 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSHAND REMAIN VISIBLE. UkIN.COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 202.00
• PUBLIC WORKS JPROVIO�
DEPARTMENT C�►TC+I BASIN INSTALLATION GAZ 9/28/2018 1 9
wno. wo,wmmw.,,,w DATED
-- 46 BARS @ 7 SPACING
12" (TYP, )
20"x24". 24" U A
48'
48" DIA. OR 94"
DIA. HOLE
MAX.
6.
I
'
12Lj
9'
1Y
1'MIN:_
2 112" MAX.
84" or 96" FLAT SLAB TOP
PREFABRICATED LADDER 12"
MIN
#5 BARS @ 6" SPACING
STEP 9 112' MAX.
20"x24", 24" DIA.,
48" DIA., OR 54'
DIA. HOLE
NIN
T
J 1' MIN.
8'
2 1/2' MAX.
72" FLAT SLAB TOP
+
16 MIN.
24" '. 42"MAX. ..
#4 BARS @ 6" SPACING
MIN. '
• �--- MIN.
�_ 48'.
20°124"OR
24° DIA. HOLE -
TYPICAL ORIENTATION ECCENTRIC CONE SECTION
+)I-� 2" (TYR)
FOR ACCESS AND STEPS
II
8. T-MIN'
21I2' MAX.
48", 54", or 60" FLAT SLAB TOP
Sp 0•
1N �0• 34"
5 5,
�1-. 2'. 4^, 6", 12'. OR 24" ONE #3 BAR HOOR_FOR 6" ti
HEIGHT INCREMENT (SPACED
EQUALLY), SEE NOTE 1 I
12'. OR 24"
ONE #3 BAR HOPP FORT HEIGHT
_
INCREMENT (SPACED EQUALLY), IRCULAR ADJUSTMENT SECTION
,`.
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
NOTES:
1 ASAN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT MAYBE USED FOR ADJUSTMENT SECTIONS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT5)
PUBLIC WORKS
MISCELLANEOUS DETAILS FOR
IDS STD. PLAN - 204.60
A PR�Z
URI DEPARTMENT
DRAINAGE STRUCTURES
9/28/2018 1
DATE
29114" -.
BOLT -DOWN HOLE (TYP, -SW.
11 NC, SEE DETAIL ANDNOTE 2
TOP
RECESSEDALLEN
HEAD CAP SCREW
518--11 NC X 2"
GRATE
-" FRAME
SECTION BOLT -DOWN DETAIL,
SEE NOTE 2
/ o
VA
SECTION A
SEE DETAIL ISOMETRIC VIEW
�- 7/8° 118, \
11/4" 1 NOTES:
1 1 THIS FRAME IS DESIGNED TOACCOMMODATE 20- - 24" GRATES OR COVERS,
4 V2" SEE STANDARD PLANS 2D4.10, 204.20. 204.30, AND 204,40,
�J 1 518- 1 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
/ COVERS, UNLESS OTHERW ISE SPECIFIED. PROVIDE TWO HOLES IN THE
1 Sl8" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
3/4' THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN HEAD CAP SCREW BY
BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF
L�. BOLT -DOWN HOLES VARIES BY MANUFACTURER.
z- �- 2 112-
[3. REFER TO STANDARD SPECIFICATION M15A '(2) FOR ADDITIONAL
DETAIL REQUIREMENTS. "
PUBLIC WORKS RECTANGULAR FRAME
DEPARTMENT
PIPEZONNE INGAl
BACKFILL, SEE NOTE 4
FOUNC
LEVEL
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 4 -
FOUNDATION
LEVEL
I.� TRENCH WIDTH, �f
SEE NOTE 3 T
T
6"
o.D.
6'
r FOUNDATION MATERIAL,
V IF REQUIRED, SEE NOTE 5
�ll CIRCULAWPIPE
TRENCH WIDTH,
SEE NOTE 3
SPAN r 6"
RISE
FOUNDATION MATERIAL
IF REQUIRED, SEE NOTE 5
PIPE - ARCH
aIWWP1
1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE
CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN
A TRENCH. THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE SHALL BE THE WALLS OF THE TRENCH.
2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE
OUTSIDE SPAN OF PIPE-ARCH-
3. SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2.094 FOR
TRENCH WIDTH.
4, PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN
6' LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY
5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE
WITH FOUNDATION MATERIAL CLASS A OR 8 PER STANDARD
WSDOTIAPWA SPECIFICATIONS SECTION 9.03.17:� STANDARD
GRAVEL SACKFILL FOR PIPE ZONE BEDDING(WSDOT 9-03.12(3))
ol:Y,:;t•T, OR MAINTENANCE ROCK(WSDOT 9.03.9(4))
IHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN- 204.00
GAZ 9/28/2018 1
DATE
MINIMUM
AL.LiSWE�INZ"I
PIPECTYPE.
COVER (FT)
PUBLIC?
PRIVATE?
OF THE APA?
CORRUGATED
20
YES
YES
YES
STEEL PIPE
SPIRAL RIB STEEL
2.0
YES
YES°
L YES
PIPr
PLAIN CONCRETE
g0
NO
AS
��
PIPE (PCP)
REINFORCED
_
CONCRETE PIPE
110
YES
YES
NO
(RCP)
o
CORRUGATED OR
ffI�I
SPIRAL RIB
2.0
YES
II
YES
HO
ALUMINUM PIPE
a
u
DUCTILE IRON PIPE
1.0
YES
YES
YES
CIRCULAR PIPE
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
1 Y TO 24"
12"
30, TO 96"
DIAMETER / 3
102" TO 180'
48'
PIPE -ARCH
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
18" TO 36"
12"
A3!-TO 142?
SPAN 13
114$TO1
48'
UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NT51
STD. PLAN - 220.00
PUBLIC WORKS PIPE ZONE BEDDING AND APPR
DEPARTMENT GAZ 9/28/2018 1
COMPACTION - RIG1D PIPE _
c wwbmmwmnu DAT If
45 m
:4S AN
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R - 406217
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 06/23/2020
H
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SURFACE WATER UTILITY
jfarah 06/24/2020
0
SURVEYED:
MXP 5/27/2020 MXP D: SCALE:
MXP VERTICAL: NACIVIL P L A N SET DATE: �
MXP 11/05/2019 MXP SEE GRAPHIC HORIZONTAL:NAD 1983/183/1991 05/27/2020
�w�T'�
DESIGNED: CITY O F FIELDBOOK: A✓
MXP 04/05/202 MXP MXP H A E V I N RIDGE SHORT PLAT PAGE:
MXP 05/27/202 MXP DRAWN: R E N T O N
cm R E N T O N W A DRAWING NO z
ONE INCH DATUM OUO 4 CHECKED: AT FULL SCALE g g p D R A I N A G E f D E T A I L S[7777'
w
IF NOT ONE INCH Plannin /Buildin /Public Works Dept.
REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY .MXP 23 Q
2