HomeMy WebLinkAboutR-377106N
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PtAM! ANO YAN1I1� MATE
CLAN su E Al OM AREA
PROVIDE UNIFORM CONTACT
THE SURFACE AREA OF THE BASE SECTION MUST !
BE GROU TED TO THE BOTTOM AREA OF THE
ADA9P%*ANT SEcri0w ! *ECTivN
1
NOT**
1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
ELEVATION OF THE PAV'EWNT, GUTTER, DITCH, OR
SIDEWALK IN V040CH IT IS TO BE PLACED HAS BEEN
ESTABLISHED, AND UNTIL PERMI SSION THEREAFTER IS
GIVEN BY THE ENGINEER TO GROUT OR GRATING IN
PLACE W ACCORDANCE WITH STANDARD SPECIFICATION
7-053.
2 SHt11MS SHALL NOT SE USED TO SET FRAME TO GRADE.
THE USE OF SH*4S IS PROHIBITED.
3 MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT
RINGS AND BRICKS PRIOR TO PLACEMENT,
4. THE USE OF BRICKS M PEF MtTT1-D WHERE THE BRICKS
ARE STAGGERED TO CREATE A RUNNING BOND OR z,
BOND-
SEE NOTE 4
,r f tip
- SM. PLAN --• 202.00
PUBLIC WORKS CATCH BASIN INSTALLATION
DEPARTMENT
MARCH 2008
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VEIITKA. WNS - li' w6 Il1EY01�0 air- ,qe ,r s : , A
SE! OCTAL .OMT FILLER RYP , a . . * "✓
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ADJACENT TO CURS ANO RAKJ4G OR WALL
SIC7E�MtF "#to S'RI °
Off COWAACT sit eon ,'
SIDEWALK AO iACEI•I": '"O WALL DETAIL
F MtS>4fw Co C I K mom► 10 P OF ozyrc q:
Sts ACC ►OR EAAMTrIG - +LasA r PM&D
ADJACENT 10 BUFFER STRIP
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RAISED LOGE DE:TML.
�� 4c. sal �ttTTkR�I
40. Iii NI PAI
Fw NOTES see STD PLAN 104.2.
Paved Surfaces must comply winos
STO PLAN 102,1 as applcab�
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COMTRACTIOM JOfHr
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1, / _ 1Vwi1011 JOWT P4 00-i,
CLLR MO lCCWALA Act V0 ftAh st
JOINT A -NO FYw$r1
ONE TAL
PUBLIC WORKS
+ V + UEPARTVENT
CEMENT CONCRETE
SI oIEWALK
p STD. PLAN — 102
A ,{'['� ��;� 0, FD:
Alii
Gr�+p„B Zsetur air ts, Y%ibhc Works Admin4vttor
OFFE ENGINEERS
13932 SOUTHEAST 159TF PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
i�
psi BAR EACH CORNEF
a3 BAR EACH SCE
WI a.sR Fwr.N
`3
FRAME AND VANED GRATE
Vii'✓ lr✓ � ✓ \,,\ \,. `\,
y'h
:y`.,
`�....... ONE $3 RAR HOOP FOR (r HEIGHT
'�WO 0 BAR HOOTS rOR IT HEK1HT
RECTAMOULAR ADJUSTMENT SECTION
!n
K3 BAF( EACH CRIER
IW' MITT.
Its"RHOOP ._.
PRECAST "" SECTION
PIPE ALLOWANCE*
Nwrtctr+tw
1110111119 MTENLIkL rus�Ba
I Wr!!M
24'
PLLAIN � i
tr
P
s
j MIN.
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52
All METAL A
N<
CPSW*
17
's (STD. SPEC'*. *0620)
SOLID WALL PVC
16'
(STD. SPEC. *M txt)!
26.0' PRIVATE ACCESS & STORM I
PROFk.E WALL PVC
f 5'
(STD SPEC %-O6112(2)) 1
t COI RL"TED POLYETHYLENE
STORY SEWER Pff
EASEMENT I
MOTES
1. AS acceph" aWwobves 10 the rebw Shown n the PRECAST LAW
SECTION, f wo (placed accmdmg to to Strndard Specicakomh or
wire nmoh tur"V a ffwwnum area of 0.12 square rhahes per foot shat
be used *0 the minimum required roar shown in to ALTERNATIVE
`PRECAST LUE SECTION. Wire mesh aha not be placed in Vo
k oc/ulis.
2- The knockout dwroier shall not be grealer than Ar. Knockouts shal
have a wad Vvc krwn of 2' mrumurn to 2.5' maximum. Provide a 1.5'
rrwhimum gap bebween rte knot kotA wad and the outside of the pipe
AAw the pope is msbAed. fid the gap wire prTl mortar in aacordwice
with Standard Sp mftca6w 9-04.3.
3. The nauumum depth ffom rhe kvdwd grade b the bwesl pipe *Pratt
OW be F.
4. The trams and giole must be **UOW wklh rhe Awige down.
5. The Preget Base Secbon may have a rounded floor. and dw wads may
be sipped at a rale of 1:24 or steeper.
6. The opening she be rneavoW at the by of the precast base section.
7. AN pickup hobs sttall be grouted full after the bashn has bean pieced.
8. AN grade nhgs and casengs shah be sot in mortar in accordance with
Siwxkwd Spedftetron 9.04.3 -
SEE NOTE I
ALTERNATIVE PRECAST BASE SECTION
Q STD. PIAN - $00.00
PUBLIC WORKS CATCH BASIN TYPE 1
'+ I)CPAK°I'MENT
LARCH 2008
1/2-X4- EXPANSION MATERIAL
1/4-R AT JOINTS
1/2•X4' EXPANS 13N MATERIAL CEM CONC. CURB AND GUTTER
1 /4-R AT JOINTS
SCORE LINES TO BE RADIAL A
TO CURB AND GUTTER
12"X4' EXPANSION MATERIAL
1/4'R AT JOINTS SCOW LINES
'Wlr-WIDTH OF SIDEWALK
112-X5+ EXPANSION
1/4-/�T. SLOPE MATERIAL CURB RETURN
ONLY
1/2-R 1/4 a /IFT. SLOPE
1/2-R 4- 1/2-R PAVEMENT AS PER PLANS
Z
4' 1 PAVEMENT AS PER PLANS
STANDARD CEM. CONC. PARKWAY STANDARD CEM.
CURB AND GUTTER CONC. CUFM AND
GUTTER
SECTION A -A SECTION B-8
SEE SHEET 2.5.1 FOR ROADV AY DEVELOPMENT S'TAIDARDS
GEMMAL NOTES:
JOIWM: DJWY ,TOWN SHALL K PLAM NOT To oectm is, C/C Hak LESS THAN ur c.X WHEY saki
NOT BE LESS Hary 3/`s' N THICJkNM APO awl BE E]nENDED r WM W auTTM LaE f/r
DW JOINTS SKALL E PLACED AT ALL COLD JOINTS AS 0IWC1ED BY EMIR A14D 94AL L 011oO Y
WHERE THE SIDEWALK IS 10 BE PLA® AWAW THE CURB AND 42,177M Ili MINT SL#LL E A Dap
MNT_ I/rX r DLPANKIN YAIMAL. 94ALL BE PLACED FAON P.C.'S 110 P.T.-S AT ALL &M 111IM0 i
1/2'1L4' EWAplOM MATERIAL STALL E PLACED AT EVERY FOURTH S10EWIALK PANEL.
Ili OONCREIE ME Fit SIDE VIXS STALL CONFORM 110 TNM RE10L1MIDLUIIPS OF CLAW B (S/4-) MSM AIR
0I7111ROAM ENT.
RR C=MZ SMALL HAKE A Soli mmw WIM ALL @BEE ILAmm A 2 1/2' TODIM FINISH.
SUOM DE COMPAVEIN euLL W Sas OK10FIm PRDC70Re
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•
.• 27460
°�F•. C/STC ���
SS�CNAL••�'-
01/26/2015 NO.
TYPICAL SIDjC11FALX
ADOPM
CIFF or
neo rills
la! nAm- 04/b4
DWG. NAMIE. F007 SP PAGE: F007
PAGE of CEKr1E OF
cuw S FRAME s GRATE
i
5 1/2• i I}' i
(1.08')
S 1/2-4 `` 3 1
/7'R.
R MAI 1>4
1 � � RCi4')11lIAY
SLOPE
RECESS
vr
N-
t �
3 F2AIJE AND fs "(' .: NOT INCLUDE(;
N CURB AND CAF, EF BAD 1'1'EM
I tYr, 0
ROAC;)NAY
r r AGJL:ST0.fENT SECT ON - NOT NiCt.:3 ED
�f C41413 AND GJT IEk IAD ffEM
> CATCH BASIN -NOT NCLUOED }
° iN CURB ^No GUII'ER W ITIE t
• Jr •JJ~
_ _ _..._ tom_ _ -_ _ _._ _� /,/ ..%' / ,•
SECTIONO
G LEN E "t A N O iE S' Ji,•
1. The intent of this design is to farAtate the removal
of a catch basin mth minimal disturbance
of the curb. "r
2 The expansion joints of the
adjacent sidewalk shall
be adjusted to be in
line with these curb
expansion joints.
i
i 1
I sol * € lc :SII» w
CEMENT CONCRETE CURB STD. PLAN 101.1
+ PUBLIC WORKS INSTALLATION AT rx'I'I�U
1 DEPARTMENT
CATCH BASINS
ucrcnuinka vn aI Ur
SIGN AND NUMBER OF
N SIGNS ON POST (TYP.)
POST BEHIND SIDEWALK POST WITHIN LANDSCAPE STRIP
NOTE:
LEGIBILITY DISTANCE SHOULD BE AT LEAST
40 FEET PER INCH OF LETTER HEIGHT.
"NO PARKING" SIGN INSTALLATION
--,.
3T
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`
24'
Z
30.0' PUBLIC SEWER & WATER I
Z(^
Cn
s
j MIN.
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52
m
11
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EASEMENT I
CLR.
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26.0' PRIVATE ACCESS & STORM I
U
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EASEMENT I
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4"x4"
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J_
TOP OF CONC. z z POST
L,J
w POST
?
i
SIDEWALKo
C�ji of
—., x Z
W
6i
TOP OF GROUND
OR TOP OF CONC.
Of X I Z I Z
0
? ;_
SIDEWALK
• I v
41
► v
4
D
- 0
■
■ CD
I
ucrcnuinka vn aI Ur
SIGN AND NUMBER OF
N SIGNS ON POST (TYP.)
POST BEHIND SIDEWALK POST WITHIN LANDSCAPE STRIP
NOTE:
LEGIBILITY DISTANCE SHOULD BE AT LEAST
40 FEET PER INCH OF LETTER HEIGHT.
"NO PARKING" SIGN INSTALLATION
--,.
3T
- Z
`
Z
30.0' PUBLIC SEWER & WATER I
C
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T
m
11
X
EASEMENT I
D
SUTSCALL.
do MAPPING
Sf
o�oNM SCALE
D.L. OFFE, P.E.
D. L OFFE, P. E. ONE INCH
Owe AT FALL SCM E
F NOT OW MW
REVISION BY DATE AP P R I SOALE ACCOOMMMY
vanr.41- NMID 1m
HORaowrx- NAD IM/1"1
DATUM
R-317106
6 CITY OE
RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By* Date: f i�
By: �- Date: �S
NE 7th NORTH PHASE 2 01/26/2015
SCOTT DONOGH HOMES, INC.
FIMBOOM-
POM-
DETAILS °M-6 1110
3518 NE 7th Street
aa,: 7 art 3
DETAILSIt
W
O
M
30.0' PUBLIC SEWER & WATER I
EASEMENT I
26.0' PRIVATE ACCESS & STORM I
UJ
EASEMENT I
z
77
UJ N UJ
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ZIO I I
—., x Z
Z J
LL- Z Li w 30'
Of X I Z I Z
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- 0
16'
0>
I
L'J> IW IW
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r= 1
_
I
12 10
13.5'
w (
v a- I I w
15.0 1 1.0 1 I77
f W
2%
0.5 FLAT
3: T
10 10
JnSAWCUT
I '
-------
M—MAX.
I I
t
%
5 CONCRETE
4" MIN. CLASS "B" ASPHALTIC CONCRETE
SIDEWALK
PAVEMENT- 2-2" LIFTS REQUIRED
8'
LANDSCAPE
6" MIN. CRUSHED SURFACING TOP COURSE
STRIP
VERT. CURB
CRUSHED SURFACING BASE COURSE TO BE
0.5'
VERTICAL CURB
& GUTTER
4"MIN. CLASS "B" ASPHALTIC CONCRETE
DETERMINED BY GEOTECH BASED UPON
PAVEMENT— 2-2" LIFTS REQUIRED
6"MIN. CRUSHED SURFACING TOP COURSE
NE 7th STREET
CRUSHED SURFACING BASE COURSE TO BE
(PUBLIC)
DETERMINED BY FIELD CONDITIONS
N.T.S.
PIERCE AVENUE NE
(PRIVATE)
N.T.S.
SUTSCALL.
do MAPPING
Sf
o�oNM SCALE
D.L. OFFE, P.E.
D. L OFFE, P. E. ONE INCH
Owe AT FALL SCM E
F NOT OW MW
REVISION BY DATE AP P R I SOALE ACCOOMMMY
vanr.41- NMID 1m
HORaowrx- NAD IM/1"1
DATUM
R-317106
6 CITY OE
RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By* Date: f i�
By: �- Date: �S
NE 7th NORTH PHASE 2 01/26/2015
SCOTT DONOGH HOMES, INC.
FIMBOOM-
POM-
DETAILS °M-6 1110
3518 NE 7th Street
aa,: 7 art 3
DETAILSIt
W
O
M
J