HomeMy WebLinkAboutR-427704DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID E212B987-C626-4330-A5D4-DO55AO107AF9
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
Im
FRAME AND VANED GRATE
LA �b
S-
�, •. Y, 1'. 8-, 1 T, OR 24"
ONE 43 BAR HOOP FOR W HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE /
RECTANOULAR ADJUSTMENT SECTION
NOtti6
7G
C
Olt
0:
43 BAR EACH CORNER
�"OTFa,
43 BAR EACH SIDE 7✓
43 BAR EACH WAY
PRECAST BASE SECTION
43 BAR HOOP
43 BAR EACH
CORNER 1B• MIN
SEE NOTE I
ALTERNATIVE PRECAST BASE SECTION
VRIPUBLIC WORKS
DEPARTMENT
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
I'
ALL METAL PIPE
1 `�
CPSSP-.
lr
STD. SPEC. 9-05,20
SOLID WALL PVC,
STD SPEC. 9-05.120 )
15'
PROFILE WALL PVC.
SPEC. 9.05.12(2)
is,STD
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
I. AS ACCEPTABLE 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.,2 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 SMALL HAVE A WALL THICKNESS
OF 2• MINIMUM T025' MAXIMUM PROVIDE A 1 5-
MINIMUM OAP BETWEEN THE KNOCKOUT WALL AND THE
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
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN
S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H:24V OR STEEPER.
8, 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
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9.20.3(2)
S. 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
MANUFACTURERS 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
REMAIN VISIBLE UPON COMPLETION,
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (WSJ
STD. PLAN - 200.00
APPR
CATCH BASIN TYPE 1 GAZ 9/28/2018 I
DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
24-
A
2 112' DIA. HOLE
Q�
apapOp
QQO�a�a
C'�QG�p��OQ
a�0� papa
TOP m
BOLT -DOWN SLOT,
SEE DETAIL AND
NOTE I
ISOMETRIC
� 4 314- 1 1? T
15 *+
R39', SEE NOTE 2
SECTION A
SEE NOTE I
SECTION 8
JAM. SEE NOTE 2
5-
NOTES:
4-
1 BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES. AND COVERS. UNLESS OTHERWISE SPECIFIED.
1 yg•
PROVIDE TWO HOLES IN THE FRAME THAT ARE
j
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS
THE FRAME SHALL ACCEPT THE SIB'-11 NC x 2• ALLEN
4"
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
I(r 341• DIA. HOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARNI
IES BY MANUFACTURER.
I? DIA HANDLE
1112,
2 ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
SECTION c
LIEU OF THE RIB DESIGN
3. REFER TO STANDARD SPECIFICATION 9.05.15(2) FOR
ADDITIONAL REQUIREMENTS
4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 204.00.
UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NTS)
URIPUBLIC WORKS
DEPARTMENT
RECTANGULAR SOLID METAL COVER��2018
STD. PLAN - 204.20
I
DATE
TEBALDI ENGINEERING, LLC
PO BOX 121
SUMNER, WA 98390
(206) 450-5096
:45 Al
:45 Aq
III 'III IIA
CLEAN SURFACE AND BOTTOM AREA
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION ADJUSTMENT SECTION
I I
I I
I I
I
BASE SECTIOH
pam-mrmr-mrrrr.
NOTES:
1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION 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 I N ACCORDANCE WITH WSDOTIAPWA STANDARD SPECIFICATION 7.05.3.
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 X• BOND.
5. BASE SECTION SMALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR
6 MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3
7 PICK 1 LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9.20 3J2L
8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS.
9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF
SUFFICIENT LENGTH_
10 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO is A'J ,Nr
STD. PLAN - 202.00
PUBLIC WORKS CATCH BASIN INSTALLATION
DEPARTMENT GAZ 9/28/2018 I
DATE
DocuSign Envelope ID 6EECF5B6-602A-4E4A-B436-A317AA638878
�u
G�
FLOW
a
OVTFALL TO 8T11FAY ,' OUw NO'OLLUTANTB
BOLT -DOWN SLOT 1 17
SEE DETAIL AND
NOTE 1314
I I
1 iN'
�I
}I
1
BOLT -DOWN SLOT DETAIL
JLE � ulL'
TOP m
/\ 'UI• RFl:FCCFO I FTTFRMJf:
ISOMETRIC
-x r
SECTION B
NOTES:
1. 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'-1I NO It 2' ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2 REFER TO STANDARD SPECIFICATION 8.05.1S(2) FOR ADDITIONAL
REQUIREMENTS
_ 'OR FRAME DETAILS. SEE STANDARD PLAN 204.00.
UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (WSJ
STD. PLAN - 204.20
PUBLIC WORKS
DEPARTMENT
RECTANGULAR VANED GRATE
GAZ 9/28/2018 1
DATE
�5 M. TF
WAWASA
43524
Fs F01 STERN
s/DNA L ECG
2/12/24
3 1 REVISED PER CITY COMMENTS
2 REVISED PER CITY COMMENTS
1 REVISED PER CITY COMMENTS
NO. REVISION
:4S Al
:45 AM
25
I: C' _
29 I r
BOLT -DOWN HOLE (TYP.1
11 NC. SEE DETAIL AND NOTE 2 _/
TOP
RECESSED A' F
HEAD CAP SCREW
SIN' - I I "I It 2`
ORATE
FRMIE
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 114"<>
SECTION A
SEIE DETAIL - ISOMETRIC VIEW
I +i 1fB'
�3W \
1114• J NOTES:
1 THIS FRAME IS DESIGNED TO ACCOMMODATE 2(r • 24• GRATES OR COVERS.
I 4 1? SEE STANDARD PLANS 204 10. 204.20, AND 20430,
1 5/8' I 2 BOLT-0OWN CAPABILITY IS REQUIRED ON ALL FRAMES GRATES, AND
COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE
L 1 y8. I FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTSTHE FRAME SHALL ACCEPT THE SV�l I NC x r ALLEN HEAD CAP
3N' + / BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OFCREIN BY
/ BOLT -DOWN HOLES VARIES BY MANUFACTURER
\ [-- 2 UL' 3 REFER TO STANDARD SPECIFICATION 9.05 15(2) FOR ADDITIONAL
\ DETAIL REQUIREMENTS
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE ',NTyi
STD. PLAN - 204.00
PUBLIC WORKS APPROVED�w
U DEPARTMENT RECTANGULAR FRAME MaEUnPastucha 10/19/2022 1
rr AwwAl.ls DATE
DocuSign Envelope ID 6EECF5B6-602A-4E4A-B436-A317AA638878
JOINTS IN FILTER FABRIC SHALL BE SPLICED AT
POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS
41
1
_ n2. 14 GAUGE WIRE, OR p
EQUIVALENT. IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
--I�-----------J�-
I�- F. MAX I
POST SPACING MAY BE INCREASED q•xq• MIN, TRENCH J r/
TO 8' IF WIRE BACKING IS USED I I .'
1-II ORSACKF1314'LT TRENCH WITH NAIVE SOIL t
OR 314' TO 1-1? WASHED GRAVEL
TxV WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP I
NOTES:
1. CONDITIONS OF USE
1,1 SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND
L DESIGN AND INSTALLATION SPECIIFICATK INS
2,1 THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE
ADS (ASTM 04751)
30-100 SIEVE SIZE (0.6D0 15(m) FOR SILT FILM
50-IOD SIEVE SIZE (D.30-0 15-) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D44911
0.02 SEC' MINIMUM
GRAB TENSILE STRENGTH JASTM D4832)
180 CBS MIN FOR EXTRA STRENGTH FABRIC
100 CBS MIN FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION(ASTM D4832)
30% MAX (WOVEN I
ULTRAVIOLET RESISTANCE (ASTM 134355)
70% MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE
Z3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2MAV
2 4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'X4• TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 81NCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE
2.5. FILTER FABRIC FENCES SMALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY
3.2 IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT
3A SEDIMENT MUST BE REMOVE D WHEN SEDIMENT IS 6 INCHES HIGH
3,5 IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED.
UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (WS)
STD. PLAN - 214.00
PUBLIC WORKS SILT FENCE 9/28/2018 1
-0 DEPARTMENT [II
GAZ
rw•wen xa...u..a DATE
B AB LAND SURVEY
IIOKa N/A
Cw
CMT
2/12/24
CMT
CMT
11/25
CMT
° ` CmT
als Nox
� P >
f NOr qt Mox
CMT
10/21
CMT
a■amII
CHAT
BY
DATE
APPR
2:52
:45 All
CATCH BASIN FRAME AND VANED
GRATE PER STD PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAXI
MORTAR, (TYP. I. SEE NOTE 5
4' MN.
2W MAX.
IW MAX.
FLAT SLAB TOP
48', 54'. 60'. 72". B4•.
96", 12D' OR 144"
SEE NOTE 6 TYP
1S MAX
FOR
MAINTENANCE
STEPS OR
LADDER
L-
12'(TYP1
J=r_RF.�I.fl
"O" RING' 24'
25' MAFORCING
STEEL (TYP.)
MIN 12•
GRAVEL BACKFILL FOR PIPE ZONE
BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9-03, 12(3)
SEPARATE BASE
INTEGRAL BASE
PRECAST
PRECAST WITH RISER
NOTES:
'vu STEPS ARE RECIIIRED WHEN HEIGHT IS 4' OR LESS.
2 THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED 70 FACILITATE CLEANING.
3 THE RECTANGULAR FRAME AND GRATE MUST BE
INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE
CAST INTO THE ADJUSTMENT SECTION.
KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2-
MINIMUM TO 2.5" MAXIMUM- PROVIDE A 1-5' MNIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR N ACCORDANCE WITH STANDARD
SPECIFICATION 904.3
5. ALL GRADE RINGS. RISERS. AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 904.3
6. WHEN CONNECTING TO A NEW 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 SAME MATERIAL AS THE CONNECTING PIPE.
MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS
8 FRAME SMALL 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
PUBLIC WORKS
DEPARTMENT
irum 1
DATU M
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MN. WALL
THICKNESS
MIN BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
4a•
4'
8'
38'
B'
54"
4.5'
r
4T
8'
4W
8'
7r
8'
S•
80"
12'
84•
r
12'
72"
12"
98'
S•
12'
84"
12'
120'
10"
12'
98"
12"
12'
108'
12'
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP'
SOLID WALL
PVC F
PROFILE WALL
PVC'
48"
24"
30"
24'
30"
30'
54'
30'
38"
3D'
36"
36-
60'
36'
42"
36'
4Z'
42•
72"
42'
54'
42'
48"
1
84`
54'
60"
54'
48"
48'
98'
60
7Y
W.
48"
48'
12D'
BE
84"
BO'
48'
48'
144'
1 78`
196"
BO`
48"
46'
'CORRUGATED POLYETHYLENE STORM SEWER PIPE ISTD. SPEC. %06.20)
'STD. SPEC 9-0S.1211)
F STD. SPEC. 9-05. 12(2)
CATCH BASIN TYPE 2
CITY OF
RENTON
Planning/Building/Public Works Dept.
UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (WSJ
STD. PLAN - 201.00
GAZ 9/28/2018 I
DATE
:45 Al
R-427704
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FDEVELOPMENT ENGINEERING
yqi 07/10/2024 '
GASPAIRE SFR OFFSITE IMPROVEMENTS
NOTES AND DETAIL
39XX NE 6TH STREET
2/4/23
RMOEOOIQ
�8oe
4 OF