HomeMy WebLinkAboutR-394416SE 1/4 ,SECTION
26,
TOWNSHIP
23N, RANGE 4 E, W.M.
CITY
OF
RENTON
DETAILS
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FACE OF CURD
IS f i2-
5 1Ft' y s'
1r2' R. 1' R, 1 24
I + TOP OF
112-R- ROADWAY
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f {°
1'•6" f
CEMEfNT CONCRETE
TRAFFIC CURB AND GUTTER
FACE Of AWACENT mRB
1 --- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMPENTRANCE
1 1: 1,24
TOP OF
112'R ROADWAY
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1
DEPRESSED CURB SECTION
AT SJDEWALK RAMPS
31W
r�•TP��E* * t 0*•
- "'
FILLER
E FULL -DEPTH
EXPANSION JOINT
_ is. CEMENT CONCRETE
IZR, F 1_R SiDEVwALKRAMP
VARIES OR LANDING
FROM ;
8" TO a i
8"
W PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIWWALK RAMPS AND LAN IN NOS
FACE OF AWACENT CURB
8 1r -y
SEE DEPRESSED CLFREi DETAIL THIS SHEET
1.24
TOP OF
1 T 1• 1r2"R ROADWAY
4
T
DEPRESSED CURB SECTION
AT RESIDENTIAL ORNVEwAVS ONLY.
r=4R COMMERCIAL DRIVF'14rAYS SEE STD PLAN 104.2
FACE OF AQIACENT CURB
G U=P SURFACE
FACE OF CURS
6 112
V2" F2
1 +
TOP OF
ROADWAY
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1
B IA'
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESaDENTIAL OR COMMERCIAL DRIVEWAYS. ANO ALLEYS
GENERAL NOTES.
1. "RCOFtl pEOM 102 and 101.1 for Curb expansion and COnVaCtICM jOlnl Spacing.
L Exparnsian lalm shell ire full depth. Nr tin.I pre molVed joint Filler.
-1 For Depressed MonoWhic Drtvwmy Curb is Gutfer Sactxan, see Standard Plan 104.2
C WORKS SM. >P 1II)l
PbEPIARTMEN r CEMENT CONCRETE CURBS
_Y
EMENT CONCRETE CURBS
C8.0 CITY OF RENTON STANDARD DETAILS - STD.PLAN - 101
e'PR17
100P FOR 6 HFAGHT
TWO Q BAR HOOPS FOR 12' HEIGHT
RECTANGULAR ADJUSTMENT SECTION
0.�
p3 BAR EACH CORNEF
43 BAR EACH SIDE
Na Gal] PAVW
PRECAST BASE SECTION
*3 BAR EACH CORNER
Till" Mlrt
43 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INS113E
DIAMETER
REINFORCED OR
t2'
PLAIN CONCRETE
ALL METAL PIPE
t5"
CPSSP *
12"
{STO. SPEC. &•DTi.FU}
SOLI DvVALLPvc
{STD. SPEC. 9-05.12{1 1)
15'
PROFILE WALL PVC
1$.
{TM. SPEC.9-05.V7 21)
00FRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1, As acceptable alternatives to the mbar shown In tho PRECAST BASE
SECTION, fibers (plaGed sccDrdinq to the Standard Specifications), of
wire mesh having a minimum area of 0.12 squaru Inches per foot shall
be used with the minimum required rebar shown In the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed In the
kngckouts.
2. The knockout diameter shall not he greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside ofthe pipe.
After [he pipe Is Instated, 91 the gap with joint mortar In accordance
with Standard Specification 9-04.3.
3. The maximum depth form the finished.grade to the 1mvest pipe invert
shall ife 5'.
4. The frame and grate must be Installed with the flange down.
5. The Precast Rase Section may have a rounded floor, and the walls may
be sloped at a rate of 1'24 or staepar
6. The opening shall be measured at the tap of the precast base section.
7. AN pickup holes shall be grouted full after the basin has been placed.
S. At grade rings and castings shal be set In mortar In accordance with
Standard SpecllcatlDn 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PU13UC WORKS CATCH BASIN TYPE 1 STA. PLAN - 244.00
1 DEPARTMENT
- MARCH 2O08
ATCH BASIN TYPE 1
C8.0 CITY OF RENTON STANDARD DETAILS - STD.PLAN - 200.00
REVISION
CLEAN SURFACE AND WTTQM AREA.
PREYVIDE L#41FORM CONTACT,
THE SURFACE AREA OF THE: BASE 9ECT10N MUST
R} GROUTED TO THE 8OTTOM AREA OF THE
ADJUSTMENT SECTION.
RASE SECTION
SEE NOTE 4
NOTES
I, THE COVER OR GRATING Of A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUTTER, DITCH, OI$ SIDEWALK IN WHICH IT 15 TC B1= PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMIS310M THEREAFTER 1S GIVEN BY
THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-65-3-
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE, THE USE 0; SHIW I$ PROHI61TED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE USE OF BRICKS IS PERMJTTED WPJERE THE BRICKS ARE STAGGERED TO CREATE: A RUNNING BOND OR % BOND.
5. Af7JUSTMIENT SI=G'f ION SHALL, Bf--' QI�OUTE D WATERTIGHT 1 D THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT
6. GROU1ING BETINFEN ADJUSI MENT SECTION SHALL Bk WAILR 110Hr.
1- GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE RCQUIR I M1-N'rS OF AS'1'M 157 PER APWA 3TANDARD nPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRE5SIVP STRFNOTH 5HAl. I BF 4,000 PSI AT 7 DAY PFR APWA STANDARD
SPEOHCATION 9-20.3
8. PI CPC lI-I"NG HOLES AR TO RF GROUTFD WATFR TIRHT
PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00
DEPARTMENT
MARCH 20D8
ATCH BASIN INSTALLATION
C8.0 CITY OF RENTON STANDARD DETAILS - STD.PLAN - 202.00
SURVEYED: AALA
DESIGNED: GXLE
DAWN` SGR
CHECKED: AGC
BY DATE APPR APPROVED:AGC
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
BOLT -DOWN HOLE jYP,i
5V-11 NC, SEE
DETAIL & NOTE 2
4
I�
TOP NOTES
1 Thle. frarne is designed to accommodate 20' x 24' grates or
covers
2 Provide two hDleS in the frame that are vertically aligned wish t
he grate or cover slots. Tap reaGh hole to accept
24 fro" a 518"- 11 NC x 2" alien head cap screw.
Location of bolt down hales varies among different
manufacturers.
a. Refer to Standard Sppoillcation 9-05,15(2) fof additional
requirements..
SECTIONA}
RECESSED ALLEN
HERO OAP SCREW -ti
518'•1tNCx2' �
C44ATE
>:r
2 it2'
_- --' SECTION
DETAIL e • BOLT -DOWN DETAIL
ISOMETRIC VIEW
STD. PLAN - 204.00
F;LiBI,1C WORKS RECTANGULAR FRAME
DEPARTMENT
I
ATCH BASIN FRAME
C8.0 CITY OF RENTON STANDARD DETAILS - STD.PLAN - 204.00
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e�FOoE CALL BEFORE YOU DIG
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Call: TOLL FREE
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1-800-424-5555
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SURFACE WATER UTILITY N
DEVELOPMENT ENGINEERING
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WICD"ID
KING COUNTY REGIONAL DATE: 1/3/2018 z
• CITY OF AFIS LAB REPLACEMENT FIELDBOOK: D
RENTONPAGE: O
EVANS
ANDASSOCIATES INC. DRAWING NO: U
Planning/Building/Public Works Dept. CD
14432 SE Eastgate Way, Suite 400 CITY OF RENTON DETAILS I e8.o
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Bellevue Washington 98007 SHEET:1 7 OF: 135 Y
Phone: 425.519.6500
R-399416