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STD PLAN 102
PUBLIC ORS
CONCRETE
DEPARTMENT
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CITY OF RENTON SIDEWALK DETAIL
CITY OF RENTON STANDARD DETAILS NTS
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FRAME AND VANED GRATE
1
ONE.#3 BAR HOOP FOR 6"HEIGHT
7INO#3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
nuul•s
REDUCING SECTION
�S U/
11 BAR
EACH CORNER
#3 BAR
EACH SIDE
EACH WAY
PRECAST BASE SECTION
0�9
PtiBLTC VORIi5
DEPARTMENT
10
PIPE ALLOWANCES
--------------
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
PLAIN CONCRETE
18,.
ALL META' PIPE
21"
CPSSP*
18"
(STD'. SPEC 9-05.20)
SOLID WALL PVC
2t„
(STD. SPEC 9-05:12(1))
PROFILE WAIL PVC
21
(STD. SPEC 9 05-12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE.
NOTES
1, As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), 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 placedin the
knockouts.
2. The knockout diameter shall not be greater than 26". Knockouts shall
havea 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 jointmortar in accordance
with Standard Specification 9 04:3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4, The frame and grate must be installed with the range down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 124 or steeper.
6. The openingshall be measured at the top of the precast basesection.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All graderings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
*13 BAR HOOP - #3 BAR EACH CORNER
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
'IL PLAN 20010
CATCH BASIN TYPE
MARCH-008
CITY OF RENTON CATCH BASIN TYPE IL DETAIL
CITY OF RENTON STANDARD DETAILS
CHAT ,NFT,I-ATTOi CF_A\ 1E 1 ;a'110N IIAKEHN 7E A L
o ADOPTED a AD( 11'Eli
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_ 9 t�D.1R➢ PLANS � " ST �m'.
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CITY OF RENTON CHANNELIZATION MARKERS DETAIL
CITY OF RENTON STANDARD DETAILS
N TIZ
' v;� CITY OF RENTON
1 1 PProved b--------- -- Date— `
�/�' Approved
--------------- Date ---- ----
T (206)522-9510 µ
Approved by: _ _ Date ________
F (206) 522-8344 `--------M------
www.PAcLAND.COM approved by. ______ Date________ NO.
REVISION
12
13
14
FACE. OFGstRF
612'6�
TCIP OF
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I : ' R, R3Af)4VAYzc
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CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FAC;.'e C� AU.:AC'EN t' i'ilP.E
GOTTER
PAN AT SIUEAlALK
RAMP ENTRA.Ni-
.24 'OP.O'-
P.. FIOADVgA
j. +.�,....v-�..._
,6,
t
1 4,'
DEPRESSED CURB SECTION
A-T Y0E'fdA;n: RAMP
15
16
Fi' CF:;LIE"tT C;:'YC.c;;;:TE
112 W. 1' F;. SIC LINIA .K RA, 11.
0R.L.ANIIN
VARIES
F6f3h1 P
L
IiV FR. Mv1 ,)F.r
,iOIN7 FILLER.
CEMENT CONCRETE
PEDESTRIAN CURB
47 StDFWALu RzMPS ANO LANDINGS
FACE OF-A�..A ,EN.::U.RB
DF_P ,.,_E CORS DETAIL T.#i_ SHEET
1,.22
TOP OF
ROADWAY
DEPRESSED CURS SECTION
AT RESEOENTIA,DRra=
FOR f MAATRCIAL ORIVEWAr'
1;2" R. -..
DEPRESSED CURB D=TA?L
F r1FPAI VC -
1
L Nol N.rf
0 T'
SAP. PLAN' 10i
)� aM1- CEMENT CONCRETE CURBS
CITY OF RENTON CURB AND GUTTER DETAIL
CITY OF RENTON STANDARD DETAILS NTE
(LANE LINE
MARKING
ti'I A E i?,I ',, L. P A T FI
1
i � sr
- --------------------------------=
CRUSHED ROCK, FLOWABLE I
OR :AS REQ�J[ RLD BY ENGINEER
e.,.: T0 6" LASS
C 1 L+, S
f`
-
I I r 4
17 ; 18 19
'1/4 OF S 199 T 23 N9 R 5 E
OF CLIPS OP,
'-JF' PAVEMENT
r T R UNE
A E LINE
Ar F C' A.
,5 :L", SURFACING TOE COURSE
4 CITY OF RENTON PAVEMENT PATCHING DETAIL
5
CITY OF RENTON STANDARD DETAILS NTS
SURVEYED: SCALE:
1988
HORIZONTAL: NAD 01983/1991
DESIGNED: AS NOTED �► CITY 0 HARDIE AVE SEWER EXTENSION
JAC
S 387604(D
DRAWN: CLF RENTON ONE INCH DATU M STREET IMPROVEMENT DETAILS
CHECKED: Al FULL SCALE Plannin Buildin Public Works Dept.
JAC C NOT ONE INCH g gRENTON WA
BY DATE AP PR APPROVED: SCALE ACCORDINGLY '
1 /6/2016
FIELDBOOK:
PAGE:
DRAWING NO:
C-3.2
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