HomeMy WebLinkAboutR-413003DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878
ID:6E EC F5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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nip", 30•
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1 % 2, 4 6", 12". OR 24"
ONE #3 BAR HOOP FOR 6' HEIGHT
INCREMENT (SPACED EQUALLYy,
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
��NO
a
lti
k3 BAR EACH CORNER
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12,
ALL METAL PIPE
15"
CPSSP',
STD, SPEC, M5.20
12'
SOLID WALL PVC,
STD. SPEC. "5.12(1)
15"
PROFILE WALL PVC,
ETD. SPEC- 9-05-12(2)
15-
'CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1, 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
0.12 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
OF 2" MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1,5'
MINIMUM GAP 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.
5. THE PRECAST BASE SECTION MAY HAVE A 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
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
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
REMAIN VISIBLE UPON COMPLETION.
U N LESS OTH E RW I SE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200"00
V*R
APPR ED:
DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 i
Puhlir work.nim n.tra!or DATE
#3 BAR EACH SIDE 7r
s
03 BAR EACH WAY
PRECAST BASE SECTION
M3 BAR HOOP
#3 BAR EACH
CORNER 18' MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS
CURB OR CURB AND GUTTER
MATCH TOP OF HOOD
TO TOP OF CURB [TYP.}
HOOD -�
ISOMETRIC VIEW
CATCH BASIN
CL
GRATE C{
3"
..7" SEE DETAIL
BELOW
l
34° (WIDE SIDE)
l CATCH BASIN TYPE 1
- 40" (WIDE SIDE)
CATCH BASIN TYPE 1L
SEE NOTE 1
SECTION A
HOOD
V2" M
SEE NOTE
AVALON PROJECT
29' MIN.
1'MIN,
(TYP)
20 114"
1 112" MIN.
00 NOT INSTALL SAFETY BAR 1 DEBRIS GUARD (TYP,)
a
20' x 24' VANED GRATE
SEE NOTE 4
(TYP.)
FRAME
SEE NOTE 2
24114"
29"
(TYP.)
MIN -
HOLE OR SLOT FOR
ATTACHING HOOD
°
yy
MOTES:
1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE
NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO
CENTERLINE OF THE PRECAST CATCH BASIN. PLEASE NOTE THAT THE CENTERLINE OF THE
GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN.
2- THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT
MANUFACTURERS- HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY
INCLUDE CASTING LUGS- THE TOP OF THE HOOD MAY BE CAST W ITH A PATTERN- SAFETY BARS
ARE NOT ALLOWED ON THE HOOD-
3. ATTACH THE HOOD TO THE FRAME WITH TWO 314' • 2" HEX HEAD BOLTS, NUTS. AND OVERSIZE
WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING
ACROSS THE SLOTS.
4- FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY
ALIGNED WITH THE GRATE SLOTS- TAP EACH HOLE TO ACCEPT A 518" + - 11 NC • 2" ALLEN HEAD
CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS.
SEE BOLT- DOWN DETAIL-
S- ONLY DUCTILE IRON VANED GRATES SHALL BE USED- SEE STANDARD PLANS 20420 AND 204-30.
6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED
PRODUCT- IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY
TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING-
FRAME
:45 AI
DETAIL SECTION A
U N LESS OTH E RW I SE NOTED, DRAWING IS NOT TO SCALE (NT5)
STD. PLAN - 203.00
OPEN CURB FACE FRAME AND GRATE PR
INSTALLATION GAZ 9/28/2018 1 :45
Pgtihc wr*. Adm.K.,r,lo, DATE
14670 NE 8TH ST #200
BELLEVUE, WA 98007
TEL. 714-336-4714
EMAIL: glen@avalonproject. us
SEE NOTE 4
CLEAN SURFACE AND CTAREA-
PRDVIDE UNIFORM CONTACT. THE SURFACE II\EII/--
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE �J
ADJUSTMENT SECTION ADJUSTMENT SECTION
I �
I
I �
I �
BASE SECTION
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 IN 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 BE 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 ORY2 BOND.
5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR-
6, MORTAR SHALL MEET THE REQUIREMENTS OF WSDOTIAPWA STANDARD SPECIFICATION 9.04-3.
7, PICK I LIFTING HOLES ARE TO BE GROUTED WATER TIGHT, USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-20.3(2),
8. 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 WITH A STRAIGHT EDGE OF
SUFFICIENT LENGTH.
10, ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION -
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 202.00
� PUBLIC WORKS PRO
DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1
DATE
ublii Work, /Wm�n�a,.e,er
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638B78
21'
n
2 V2" DIA. HOLE
20"14
A
p4
4 4 4
1
TOP m
ISOMETRIC
IS m-
'/0:0- 0-:wmalwo
I 112"
BOLT -DOWN SLOT, I "
SEE DETAIL AND I
NOTE 1 1 1w
TI I
I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
SECTION B
R26", SEE NOTE 2
W112"
NOTES•
' 1, BOLT -DOWN CAPABILITY IS REOUIRED 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" ALLEN
4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER
HOLEAPPROVED MECHANISM. LOCATION OF BOLT-pOWN HOLES
VARIES BY MANUFACTURER.
HANDLE 2- ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
SECTION C LIEU OF THE RIB DESIGN.
3- REFER TO STANDARD SPECIFICATION M5-15(2) FOR
ADDITIONAL REQUIREMENTS.
4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 204-00-
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS}
STD. PLAN - 204.10
� PUBLIC WORKS °
& DEPARTMENT RECTANGULAR SOLID METAL COVER GAZ 9/2812018 I
c�wK wo.xs+wm�s,ram, DATE
NO.
REVISION
:45 AN
25 114"
29 114"
RECESSEO ALLEN
HEAD CAP SCREW
5W-11 NCx2"
GRAM
BOLT -DOWN HOLE (TYP.) - 518,
11 NC. SEE DETAIL AND NOTE 2
FRAME
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
TOP
24 114"
I r
f
1 '
SECTION A
SEE DETAIL ISOMETRIC VIEW
I % 716"
I �I 1I8"
/ 1
�+ 314" '
1114" , NOTES:
I
1, THIS FRAME IS DESIGNED TO ACCOMMODATE 20" x 24' GRATES OR COVERS. 4 1/2' SEE STANDARD PLANS 204.10. 204.20. 204,30. AND 204.40,
4 1 5I81 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
' l COVERS, UNLESS OTHERWISE SPECIFIED- PROVIDE TWO HOLES IN THE
1 518" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
3I4" THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN HEAP CAP SCREW BY
BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF
BOLT -DOWN HOLES VARIES BY MANUFACTURER.
2 112' % 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
\ DETAIL / REQUIREMENTS.
U N LE 55 OTH E RW I SE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.00
�o PUBLIC WORKS °
�R1J DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 1
P.bh, workr DATE
TRENCH WIDTH,
SEE NOTE 3
PIPE ZONE BEDDING AND T
BACKFILL, SEE NOTE 4 }
O.D.
FOUNDATION
LEVEL
8'
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE
TRENCH WIDTH,
SEE NOTE 3
PIPE ZONE BEDDING AND
SPAN
� B
BACKFILL, SEE NOTE 4
J
RISE
FOUNDATION
LEVEL
FOUNDATION MATERIAL.
IF REQUIRED, SEE NOTE 5
RIGID PIPE NOTES:
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 ❑IAMETER OF A PIPE OR THE
OUTSIDE SPAN OF PIPE -ARCH.
3. SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2-09.4 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 B PER STANDARD
WSDOTIAPWA SPECIFICATIONS SECTION 9-03.17-
GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT M3-12(3))
OR MAINTENANCE ROCK (WSDOT 9-03-9(4))
MINIMUM
ALLOWED IN ZONE 1
PIPE TYPE
COVER (FT)
PUBLIC?
PRIVATE?
OF THE APA7
Ep CO
20
YES
YES
YES
STEEELELPIPE
IP
SPIRAL RIB STEEL
2.0
YES
YES
YES
PIPE
PLAIN CONCRETE
PIPE{PCPy
10
NO
YES
NO
REINFORCED
CONCRETE PIPE
1.0
YES
YES
NO
(RCP)
CORRUGATED OR
SPIRAL RIB
2.0
YES
YES
NO
ALUMINUM PIPE
DUCTILE IRON PIPE
1.0
YES
YES
YES
CIRCULAR PIPE
DIAMETER
!MINIMUM DISTANCE
BETWEEN BARRELS
12' TO 24'
12'
30" TO 96"
DIAMETER 13
102" TO 180`
48'
PIPE -ARCH
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
18` TO 36-
12"
43' TO 142'
SPAN 13
148" TO 199"
48"
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS}
STD. PLAN - 220.00
PUBLIC WORKS PIPE ZONE BEDDING AND APPR EF
URDEPARTMENT COMPACTION -RIGID PIPE GAZ 9/28/2018 I
a�wK wwxs wm��s,ram. DATE
SURVEYED:
DESIGNED:
DRAWN:
C HEC RED:
B Y DATE AP P R APPROVED
VERTICAL: NAVD
HOR170198a: NAD
1983/1991
-
ONE
INCH'
416
IF �AL6NE
ACCORDINGLY`.,����,i
:45
:45 AN
I
I
I
OLT-DOWN SLOT, 112"
EE DETAIL AND
OTE 1
1 114"
I
I �I
I
I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
318" RECESSED LETTERING
ISOMETRIC
1"
I
S"
5"
5"
20"
1 5"
24"
i 7 OR 8 EQUAL SPACES
5"
DIRECTION OF FLOW I 3"
1 "'MAX.
SECTION A 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"A 1 INC x 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 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3. FOR FRAME DETAILS. SEE STANDARD PLAN 204-00,
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS]
PUBLIC WORKS
STD. PLAN - 204.20
VRJ
PRO
DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 I
P.bh, work.0.n m`n tra!or DATE
CITY OF
RENTON
Plcnning/B uilding/Public Works
Dept.
1:oIor Udes
7 hr. I Itiffik n will hr dt ntiFir.,ti by
Ip,`]IrIL�a fliOfkE -af f10gn VAhln
df the Utility 1166.
RED EIp
YELLOW Gas, 01, Fue
ORANGE Cable, IV, Telephone
BLUE prnking Mter
GREEN 5eri+er
:45 AN
R-413003
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ENathan
PMENT ENGINEERING
anders09/16/2020
AVALON PROJECT INC
3302 BURNETT AVE N, RENTON, WA 98056
TYPICAL STANDARD DETAILS
DATE:
1/31/2020
FIELDBOOK:
PAGE:
DRAWING
N0:
CO3
SHEET: 3
OF*
5