HomeMy WebLinkAboutR-411112W
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PATCHED AREA
SEAL WITH AR 4000 OR APPROVED -/
EQUAL AND DRY SAND AFTER PLAN
PATCHING NTS
OUTSIDE DIAMETER OF
ADJUSTMENT RING AND
(SEE NOTE 9) X SEE NOTE 2
X BOTTOM OF FRAME
I
MORTAR JOINT(S) (3/8 MIN-2" MAX.) AD
JUSTMENT RING (1" MIN.). SEE
SEE NOTE 3 AND SPECIAL PROVISION NOTE 6.
7-05.3(1).
SECTION A -A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON.
FOOT (MIN.). ADJUST CASTING FRAME TO PAVEMENT
SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF THE USE OF SHIMS IS PROHIBITED.
HMA CLASS 2" PG 64-22 (OR TO A DEPTH THAT IS 2" BELOW
THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH.
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
4. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS. 9. X= V-0" MIN. TO 2'-6" MAX. - PER ENGINEER'S INSTRUCTION
TYPICAL CONSTRUCTION' PLAN - 106
• PUBLIC WORKS A VROVED,
a7�► DEPARTMENT AND ADJUSTMENT OF MANHOLE RISERS
DA E
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
SEE NOTE 4
CLEAN SURFACE AND BOTTOM AREA. W
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION ADJUSTMENT SECTION
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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 WSDOT/APWA 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 Y BOND.
5. BASE SECTION SHALL 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 / 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 STRAIGHTEDGE OF
SUFFICIENT LENGTH.
10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 202.00
• PUBLIC WORKS PRO
DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1 9
r DATE
ubkc Works Administrator
:45 A
SPECIAL NOTE
IN THE EVENT TRANSVERSE PATCHES EXIST
WITHIN THE AFFECTED STREET, THE LENGTH
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
MIN MIN VA� MIN I MIN
1�1.
1
-k
TRAFFIC FLOW
2" HMA
I f
2" TO 8" HMA _ r
I
1
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
1 I 1 VARIES �{ TIN
IN MIN I MIN M
2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH
AR-4000W
(EACH SIDE)
2" HMA
SAWCUT AFTER BACKFILL -
(EACH SIDE)
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF
NEEDED, SHALL MEET THE REQUIREMENTS OF WSD07
STANDARD SPECIFICATION- 7 08.3 1 B
TRENCH WIDTH
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
DEPTH OF EXISTING PAVEMENT
\ T
2" - 6" MIN. HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE (CSTC)
(9-03.9(3)) PER WSDOT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR.
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
PLAN 110.1.
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR STD• PLAN - 110
PUBLIC WORKS DEPARTMENT FLEXIBLE PAVEMENT OR RIGID F'I'I' mV
ice► PAVEMENT WITH OVERLAY IO
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
24'
L�
2 1/2"DIA. HOLE
20" A
O�
O�O�O�O
O�O�O�O�O
TOP m
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//2"
BOLT -DOWN SLOT, 3I4"
SEE DETAIL AND
NOTE 1 1 11/4„
A _k
I I
I I
BOLT -DOWN SLOT DETAIL
L - - - SEE NOTE I _ _ _ J
r3"1
ISOMETRIC
4 314" f 1 1/2"
1 5/888
� i
R39", SEE NOTE 2
SECTION A
SECTION B
R26". SEE NOTE 2
2"
5„
NOTES:
3 1/2" 3/4"
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
5/8
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 50-11 NC x 2" ALLEN
4" I
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
II` 314" DIA. HOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
1/2" DIA. HANDLE
2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
LIEU OF THE RIB DESIGN.
SECTION C
3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR
ADDITIONAL REQUIREMENTS.
4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 2D4.00.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.10
PUBLIC WORKS
.•�•
RECTANGULAR SOLID METAL COVER
9/28/2018 I
aGZ
�I� DEPARTMENT
P„mic work: Admmi-w DATE
:45 AN
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
rSR 36"
S
�1-,
2", 4", 6', 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
6
sFFN T
26 F6
/
I
#3 BAR EACH CORNER
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/11.01I
\y
#3 BAR EACH SIDE
Y�
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
#3 BAR EACH
CORNER 18" MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
•,� PUBLIC WORKS
` DEPARTMENT
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12"
CONCRETE
ALL METAL PIPE
15"
CPSSP",
12"
STD. SPEC. 9-05.20
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15"
PROFILE WALL PVC,
STD. 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 .
B. 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.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200.00
APPR ED:
CATCH BASIN TYPE 1 GAZ 9/28/2018 1
Public Works AdmlMSPat"r DATE
za"
1 4 EQUAL SPACES 4 EQUAL SPACES
1 5/8" MAX. -
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1/2"
BOLT DOWN SLOT,
SEE DETAIL AND 3/4"
NOTE 1
1 it/4"
L
I TI
I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
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 5/8"-11 NC 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. USE ONLY IN SAGS ON VERTICAL CURVES.
4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
UNLESS OTHERWISE NOTED, DRAWING IS MOTTO SCALE (NTS)
STD. PLAN - 204.30
•• PUBLIC WORKS
RECTANGULAR BI-DIRECTIONAL(IPRUVID:
DEPARTMENT
VASOFP"mmw-A-M11
VANED GRATE
GAZ 9/2$/201$
c"r DATE
SURVEYED: SCALE:
ROBERT WEST 1 "=20'
DESIGNED:
GINA BROOKS
DRAWN:
DA AID VAUGHN ONE INCH
CHECKED: AT FULL SCALE
GINA BROOKS IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
GINA BROOKS
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
:45 AN
:45 AI
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
MO
4" MIN. RTAR, (TYP.), SEE NOTE 5
28" MAX. 16" MAX FLAT SLAB TOP
48", 54", 60", 72", 84",
96", 120" OR 144" SEE NOTE 6, TYP.
15 MAX. FOR
MAINTENANCEI"O"RINGMIN,
S OR
ER
L-
" (TYP)
1" MIN.
2.5" MAX. REINFORCING STEEL, (TYP.)
12" MAX.
GRAVEL BACKFILL FOR PIPE ZONE
12" BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9-03.12(3)
6"
INTEGRAL BASE
PRECAST PRECAST WITH RISER
NOTES:
1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2. 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.
4. 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.
5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
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.
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.
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"
4.5"
8"
42"
8"
60"
5"
8"
48"
8"
72"
1 6"
1 8"
1 60"
1 12"
84"
1 8"
1 12"
1 72"
1 12"
96"
1 8.,
12"
1 84"
12"
120"
1 10"
1 12"
1 96"
1 12"
144"
12"
IT
108"
12"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSPt
SOLID WALL
PVC
PROFILE WALL
PVC3
48"
24"
30"
24"
30"
30"
54"
30"
36"
30"
36"
36"
60"
36"
42"
36"
42"
42"
72"
42"
54"
42"
48„
48"
84"
54"
60"
54"
48"
48"
96"
60"
1 72"
1 60"
48"
48"
120"
66"
1 84"1
60"
48"
48"
144"
78"
1 96"
1 60"
48"
1 48"
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
2 STD. SPEC. 9-05.12(1)
3 STD. SPEC. 9-05.12(2)
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 201.00
•" PUBLIC WORKS [Rolm
' DEPARTMENT CATCH BASIN TYPE 2 GAZ 9/28/2018 I
Pubkc Works Admi"Inrator DATE
:45 Al
R BR
\�P•oF••••yO CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE W
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�F o, DESIGN SURVEYING W
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ST
FSSc/ E .NG���CORE ✓O9 NO 18227 V
ONAL
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877LQ
2/3/23 (DESIGN ONL`(')
IN COMPLIANCE WITH CITY OF RENTON STANDARDS ;Z
R-4.11112
CITY OF `(IDDIE RESEARCH DAYCARE CENTER
J123 NE SUNSET BL VD
RENTON RENTON, WA 98056
•
Planning/Building/Public Works Dept.
ROAD AND STORM DETAILS AND NOTES
O
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DATE:
MAR. 2020
FIELDBOOK: \
PAGE: O
DRAWING NO: O
C4.32
SHEET: 12 OR 21