HomeMy WebLinkAboutR-417949DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
ON
FACE OF CURB
61n"-
s1n 1"
1ZR 1"R 1:24
I •Z.
I TOP OF
112" R. ROADWAY
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r
1 6"
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 12"--FACE
WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1 12 1:24
TOP OF
1/2" R. ROADWAY
1
ro I
_ 1 6" -
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3I8"
_ 6" _ CEMENT CONCRETE
12" R. 1• R SIDEWALK RAMP
VARIES OR LANDING
FROM I
6"TOO 1
6"
I
3/B" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 12"-
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1.
1/2"R. ROADWAY
2
I
I
io
I
1 6- _
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
I FACE OF ADJACENT CURB
GUTTER SURFACE
o
gip, 'P
PREMOLOED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6 1/2"
s 1n" r
12" R. 1" R.
1 I
TOP OF
ROADWAY
v r
1
8 114" `
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb 8. Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
a PUBLIC WORKS DEPARTMENTCEMENT CONCRETE CURBS
,
SEE NOTE R,3/8'R X 5/8"D DUMMY JOINT
3/8" PREMOLDED JOINT FILLER (TYP)
b
BEE NOTE 2
CEMEWCONCRElE
CURB AND GUTTER
FACE OF +_
CENTERLINEOF
FRAME 6 ORATE
cum
6 t 2"
13'
(I:OB') ..
51 2'
1'
FRAMEAND (IRATE -NOT INEWDED
1 /2' R.
1' R.
SAY
IN CURB AND DIDTESRBID ITEM
• 0
3' m
TOP OF
�
RECE>�
ROADWAY
••
•
p.•.
o•'•••
ADJUSTMENT SECTION -NETTINCLUDED
►•
e'
INCURSAND GUP'IERBIDTIEM
'.
•�
'.
CATCH BASIN -NOT INCLIIDEO
o
•
IN CIRB AND GUTTER END REM
S.
SECTION O
GENERAL NOTES: J1
1. The Intent of this design is to facilitate the removal'
of a catch basin with minimal disturbance r r
of the curb.
2. The expansion jolnts of the
adjacent sidewalk shall be -adjusted to be In
fine with these curb f �'
expansion joints. .:�.; =�.' I xl •'
ISO!AE41C VIEW
®
CEMENT CONCRETE CURB 57D• PLAN - 101,1
+ PUBLIC WORKS CATCH BASINS
INSTALLATION AT PRO D:
•" DEDEPARTMENT
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/
1 1 CONSTRUCTION RECORD DRAWINGS
•ra
o n' Lunl --- - ---
EXISTING ASPHA
PAVEMENT
SAWCUT
(SEE NOTE 2)
RTERIAL STREET MINIM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' -- 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
1 THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
STD. PLAN - 103
+ PUBLIC WORKS CURB AND GUTTER \ PPRO D:
DEPARTMENT REPLACEMENT DETAIL y
�Lt`j0 ATE
M E M
2/ 13/24
H H H
SURVEYED:
LENN R. SPRAGUE P.L.S.
SCALE:
AS NOTED
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORF
ONE INCH
CHECKEDH
OLLI HEA VRIN
AT FULL S
IF NOT ONEC NCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
ROLL/ H. HEA VR/N P. E.
VERTICAL NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
�V,2'4",6", 12", OR 24"
ONE #3 BAR HHHOOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
6
�a0
E
16 0
D"
#3 BAR EACH CORNER
sFF z2„
\OTF�
#3 BAR EACH SIDE
#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
'1` DEPARTMENT
11 CITY OF
'� 1 RENTON
Planning/Building/Public Works Dept.
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12"
ALL METAL PIPE
15"
CPSSP",
STD. SPEC. 9-05.20
12"
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
1H: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.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200.00
APPR ED:
CATCH BASIN TYPE 1 GAZ 9/28/2018
°mm wo,k: nemmima,°, DATE
:45 Al
ASBUIL T NOTE
THE ASBUIL T INFORMA TION DEPICTED ON THESE
PLANS IS BASED UPON FIELD SURVEY
INFORMATION PROVIDED BY CORE DESIGN AND
SUPPLEMENTED BY SITE CONTRACTOR,
GOODFELLOW BROTHERS, ON ✓ANUARY 297H,
2024. GOODFELLOW BROTHERS INDICATES THAT
THE DATA PROVIDED TO CORE DESIGN
ACCURATEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THEIR SURVEY. CORE DESIGN HAS
RE/IEWED THE INFORMATION PROVIDED FOR
GENERAL CONFORMANCE WITH THE DESIGN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE INFORMA TION /S IN
ACCORDANCE WITH THE OBSERVED FIELD
CONDITIONS.
�pK INS h,
o wAsyfF CIVIL ENGINEERING
o, z LANDSCAPE ARCHITECTURE
Z• PLANNING
99 �.� DESIGN SURVEYING
ISTER �
IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417949
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
STORM DRAINAGE
STANDARD DETAILS
O
O
O
O
Z
DATE: CT
211JI24 V
FIELDBOOK:
PAGE
DRAWING NO:
C4.36
SHEET: OF,
49 107
CONSTRUCT/ON RECORD DRA WINGS