HomeMy WebLinkAboutR-4113077
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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 STMENT SECTION
BASE SECTION
SEE NOTE 4
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 WSDOTrAPWA 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 SE 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 ORY2 BOND.
S. BASE SECTION SHALL BE 5EALED 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).
S. 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 ASTRAIGHT EDGE OF
SUFFICIENT LENGTH.
10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAW INS 15 NOT TO SCALE INT5j
STD. PLAN - 202.00
+ PUBLIC WORKS PRO
71� DEPARTMENT CATCH BASIN INSTALLATION GAS 9/28/2018 I :45 A
>wY a �YrM1� xAm.rt•a[ar DATE
cu-�J LLCM
Land Planning e Civil Engineering
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N 5130 South 166th Lane
SeaTac, WA 98188
T (206) 229-6422
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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,
MIR S
N MIN VA� MIN I MIN
j
TRAFFIC FLOW
t
2" HMA t
2" TO B" HMA
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
VARIES: 6.5' MIN,
1 1 DEPTH OF EXISTING PAVEMENT
Mill
iN MIN VARIES �{ MIN I MIN
2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH - 2" - 6" MIN. HMA (SEE NOTE 2)
AR-4000W .I
(EACH SIDE) _
6" CRUSHED SURFACING TOP COURSE (CSTC)
2" HMA WSDOT STANDARD
SPECFICATIONSRCOMPACTED TO 957 MODIFIED
PROCTOR,
SAWCUT AFTER BACKFILL
(EACH SIDE)
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,
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 PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1.
STANDARD SPECIFICATION 7-08.3(1)B
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR' PLAN - 110
• PUBLIC WORKS ` f'T'R( ' ' ' l
DEPARTMENT FLEXIBLE PAVEMENT OR RIGID
PAVEMENT WITH OVERLAY Lad 040NA/D
JOB NO.
M8325
NO.
REVISION
BY I DATE I APPR
RAISED EDGE DETAIL 1 '
LEM trr EXTEND SIDEWALK TRANSYERSE r • tr r -p
ire ON) R JOINTS TO INCWDE RAISED EDGE
�L ROU DING
• • SEE RAISED EDGE
SIDEWALK DETAIL-TFN55.1EEY
N1CUS_ ypy
>B`OPFSLJ/]
Vz Jim R
FOR CURD DETAILS
SEE STD PLAN 10,
�- -
t irrONIRSTyp)
ITTr,cAL UNDO
SIDEWALK
WITH RAISED EDGE
i!e (INI PREIAOLDETJ )DINT rI I ER
1YH AL YYFIERE Appll[9{BLE
FOR CURB MAILS
SEE STD PLAN 101
t FINISHED GRADE 1•pFq BE].pY
TOP OF CONtCFiETE $ RF
2-ir
SIDEWALK V ACE
ADJACENT TO CURB
MN.
,•. Q 11• e•
ROX W.1Y['
IINj R. [rrP.y
r
FOR CU RB DETAILS
Y 1-S'! SEE STD Pk.AH 10T
BRIDGE OR PEOES:RNN
5J
-- -
RAILING
FOR CURB DETAILS
ADJACENT TO CURB
BARRIER-$"
SIDEWALK
BEE STD PLAN ttiI.
(STEEP FILL SLOPES)
TES
ALL OR BARRIER
J
I ,12'pN),z rya
J
I
SIDEWALK
"
'6+ax
Ir7j
NIR.
VERTICAL WALL
ae •
f
SEE DETAR
•
319' ON) PRpdCILDEn
JOINT FILER
ADJACENT TO CURB AND RAILING OR WALL
PRE1gLDED
FOR SIDE
JOINT FILLER
TREATMENT
SIDEWALK BUFFER STRIP
SIDEWALK ADJACENT
TO WALL DETAIL
gee
SIDEWALK
tBEE NOTE III
SECTIONS
rr Ni R
I
PYP1 -I
l.S%
FOR CURB DETAILS
. _
- ---
i. s•b MN
SEE STD PLAN iM
FINISHEDORADE YpN)SELOW TOP OF CONCRETC
sVRFACE FOR PLANT INC - F µiSH I � PAVE C -
ADJACENT TO BUFFER STRIP
BROOMED R NISH
OR MATCH EXISTING
+- WIDE SMOOTH
TROWELED PERIMETER
FOR CURB DETAILS
BEE STD ROAN 101
NOTES ` ,,y�F••�7 ��� :..-TtltN^
1. Four Teel of the sidemk Wfdth shot
be the minimum pedesb•lan
ars:g551b1g rouln . hag W verdWl
and hwizon:al obstmciions. Gratings,
AcmeN Covers, JunctlOn Boxes,
CaN0 Vaults. Pull Boxes and other ���•
appurl n8n0Bs whhln the sidewrlk)-
must be ftab wkh sudape, and metdl
ore" of the Sidewalk.
2, Mandi[hic Ce. m. Concrete Curb and
Sidewalk is not permli in new
For Olher refensne d NOTES see
eenaavc0on. When raplaument work
STD PLAN 104.2,
nausstiates it Marnethhic Cement
Concrete Curb build Per WSDOT
Standard Plan F-30.IM,
Payed surfaces rriust ccmply with
3. CancnAelabe4,000PSL
STD PLAN 102.1 asappllcable
CconpA41r10N JOINT
E1<tLL. +
IN SIPK ONLY
FULL -DEPTH EXPANSION JOINT IN BOTFI
CURB AND SIDEWALK C9rF srB nAX, LOL >J
sre• C CONTRACTION JOI
JOINT AND FINISH
DETAIL • e
e�
JOINT FIIpJt
E FULL -DEPTH
EXPANSK]N JOINT
PUBLIC WORKS CEMENT CONCRETE
DEPARTMENT SIDEWALK
DESIGNED:
H. H. PHAN
DRAWN:
H. H. PHAN
CHECKED:
APPROVED:
SCALE:
NONE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
NT
FACE OF CURB
5112" 1"
IQ"R- y 1•R. 124
i TOP OF
'vo 1I2• R.ROADWAY
I
f
y 1' - 6•
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
61 FLUSH WITH GLITTER
PAN AT SIDEWALK
RAMP ENTRANCE
IA2 124
TOP OF
1reR. ROADWAY
1
I
I 1 «
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
PS
P s• s
P' •� •P �l0.P
PRE
MOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
Know what's below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept.
$1 _ CEMENTCONCRETF
IQ"R. 1"R SIDEWALK RAMP
VARIES OR LANDING
FROM ;
6" TOO i
6^
}
3ArPREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
V y S r
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1 } 1• 1R R ROADWAY
r
1
1
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1D4.2
FACE OF ADJACENT CURB
GUTTER SURFACE
I - FL
1•R
FACE OF CL.R
y 81%t"«y
5 112" 1'
1R"P- 7•R.
1 1
� TOP OF
ROADWAY
a t
T
y 6 114'
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard punon p
s 102 and 101A for curb expansion and contraction spaang.
2. E wnsion joint shall be furl depth, 31B" (iI.I premdded joint filler,
3. For Depressed Monolithic Driveway Curb S Cwtw Sedan, see Standard Plan 1042
PUBLIC WORKS STD. PLAN - 101
DEPARTMENT CEMENT CONCRETE GURBS
R-411307
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ®� I
�jchavez 12/11 /202012/11 /2020
NGOCHAN SHORT PLAT
10814 SE 173RD STREET
RENTON, WA 98055
STANDARD DETAILS -2
DATE:
10-10-202
FIELDBOOK:
PAGE:
DT3
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