HomeMy WebLinkAboutR-405107Ail
NW 114 OF SE 114 OF SEC. 29, TWP. 23 N., RNG. 5 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
..
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FACE OF CURB
512" 1'
1" R. 1 24
4 TOP OF
1/2" R. ROADWAY
L 1•
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1/2 -- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 / 1:24
/ TOP OF
j112" R. ROADWAY
c �
1 6 _ �T
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3/8'
S' _ CEMENT CONCRETE
1WR -, 1" R SIDEWALK RAMP
VARIES OR LANDING
FROM
8'TO0 I
B'
1
3/B" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
612-
SEE DEPRESSED CURB DETAIL THIS SHEET
/ 1:24
TOP OF
12' R. ROADWAY
2' _ \
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
5112'I 1'
112" R. 1' R.
r FACE OF ADJACENT CURB { L
TOP OF
ROADWAY
0 ' GUTTER SURFACE T
PREMOLDED• /
JOINT FILLER 1
E FULL -DEPTH 1" R.
8 1/4"
EXPANSION JOINT
1" R. 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 Sedan, see Standard Plan 104.2
PUBLIC WORKS STD. PI4AN - 101
DEPARTMENT CEMENT CONCRETE CURBS PPP VED:
M RAISED EDGE DETAIL •� - D" e" SIDEWALK
Lam• 147 EXTEND SIDEWALK TRANSVERSE 1- D' 1' . 0" 3/8" (IN) PREMOLDED JOINT FILLER
Ire OFA R JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE
ROU DING 2.0% ( ) ��)
1 1 • 12 FOR IN R CURB DE AILS
SEE
P••,
1'(IN)R. • •.•• • . �P` 1� 1•-1 .: •..•• S••r. 1. .. ..•.•,•,•. STINGROADWAY
• : F' • • g<� p'` - _ _1�,1•. CRUSHED ROCK al1S
W SEE RAISED EDGE
r.1
SIDEWALK DETAIL -THIS SHEET TYPICAL UNDER CRUSHED SURFACING TOP COURSE (GSTC)
ALL CUTSIDEWALK OMPAC7 TO 957• MODIFIED PROCTOR
WITH RAISED EDGE (UNLESS REQUIREMENT WAVED BY
117 (IN) R. (TYP) ENGINEER) TYPICAL UNDER ALL CURS,
GUTTER M SIDEWALK. CSTC UNDER
1 1 5.4 FOR CURB DETAILS CURB IL GUTTER TO BE OFTHICKNESS OR
SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK
aFN �q BASE, WHICHEVER IS GREATER MP FOR
�jtE T: r ALL CURB A GUTTER).
�y 1 FINISHED GRADE I-(IN)BELOW
n TOP OF CONCRETE SURFACE
SIDEWALK
ADJACENT TO CURB MIN
ROU DING I- (IN) R. (TYR)
2 0% A FOR CU FIG DETAILS
1.S% SEE STD PLAN 101
OPEN
- v
BRIDGE OR PEDESTRIAN
RAILING .SY+' ,�y••••--
FOR cuRe DETAILS ADJACENT TO CURB 7'
BARRIER - SEE SIDFWAIK SEE STD PLAN ICI (STEEP FILL SLOPES)
CONTRACT PLANS ALL OR BARRIER
/ I 12" (IN) R. (TAP) - --
FLUSH / I SIDEWALK
i/2" ON) R
VERTICAL WALL- 4• W- 'T•'
5EE DETAIL .� • F .
318" (IN) PREMOLDED )
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL is. (IN)
PREMOLDED
FOR SIDE JOINT FILLER
TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL
ZiLEI HER
SIDEWALK (SEE NOTE 10)
SECTIONS "2' (IN) R.
1 _ (Ty-) FOR CURB DETAILS
1.5% MIN. SEE STD PLAN 101 i
aY� '-aUl` `\\�S1Nv •.• / BROOMED FINISH
L"' 2E�'/ '1��^Y�" i•:.:: • /,I OR MATCH EXISTING
• / Vi 4• WIDE, SMOOTH
TROWELED PERIMETER
FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVEDCEMENT CONCRETE CURB
wr d /dam �• \
/ d \ ti \� (CURB AND GUTTER SHOWN)
ADJACENT TO BUFFER STRIP � \ FOR CURB DETAILS
�,%'�� ^ ��•�� SEE STD PLAN 101
TO 114-
/
NOTES
i
1. Four (Bet of the sidewalk width shall CONTRACTION JOINT , . •
be the minimum pedestrian // // •'TB•
/ \ \�/ IN SIDFWAK DNIY •.•►�A'e
accessible route Iona free of vertical / \� � / R and horizontal obstructions. Gratings, ���\ /i ►'
Access Covers, Junction Boxes, �� /i/ FULL -DEPTH EXPANSION JOINT IN BOTH
\\ CURB AND SIDEWALK (SEE STD PLAN 30L1)
Cade Vaults, Pull Boxes and other � s� \��
appurtenances within the sidewalk � aa^ C CONTRACTION JOINT
must be flush with surface, and match
grade of the sidewalk. JOINT AND FINISH
DETAIL
2. Monolithic Cement Concrete Curb and I, . •� z� j0',•
Sidewalk Is not permitted in new For other referenced NOTES see q
construction. When replacement work STD PLAN 1 D4.2.
recess.tates a Monolithic Cement
Concrete Curb build per WSDOT PREMOLDE
Standard Plan F-30.10-03. JOINT FILLER
Paved surfaces must comply with 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. E FULL -DEPTH
EXPANSION JOINT
1
PUBLIC WORKS CEMENT CONCRETE SM. PLAN'
LAN - 102
DEPARTMENT SIDEWALK F'PKO,`ED
d17
Itz
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax: (S09) 674-7419
3/8- PREMOLDED JOINT FILLER (TYP)
FACEOF _CEE6J
FaAMow,E
cm
E
t it
inam it
L --
S. Y
PLAN VIEW
CEMPNTCONCREIE
CURB AND GLITTER
5 7 '[ 1
FRAmEANDOwe -Nor INCLUDED
1/2' R. 1' R. MATCH
IE!
IN CURB AND GUTTER RFD REM
SLOP
• D ,
TOP OF
R
ROADNIAY
,p
•D
y •
5
_
D D -
•a•
_
p. •
a
ADJUSTI&NT SECTION -NOT INCLUDED
• a'
D'
114CURB AND GunI=RMORTEM
,•
CATCH I M N - NOT V40LMM
D • .a
,a
IN CURB AND GUTTER 8IDITEM
MCI r•
SECTION O Y ,�`�
GENERAL NOTES:
1. The Intent of this design Is to facilitate the removal' i
of a catch basin with minimal disturbance
of the curie.
2- The expansion Joints of the
adJacerlt sidewalk Shall
be-adJusWd to be in
11ne with these curb
expansion joints.
ISO!IE4 1C VIEW
SM
CEMENT CONCRETE CURB• PUN- 101:1
PUBLIC WORKS PRO D:
+ + INSTALLATION AT
DEPARTMENT CATCH BASINS
1.4
DA
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
SCORE LINES TO BE RADIAL A
TO CURB AND GUTTER ,
+
1/2"X4" EXPANSION MATERIAL
1/4"R Al JOINTS
"W"-WIDTH OF SIDEWALK
1/2"X4" EXPANSION MATERIAL CFM. CONC. CURB AND GUTTER
1/4"R AT JOINTS
SCORE LINES
1 /2"X5" EXPANSION
MATERIAL CURB RETURN
1/4"/FT. SLOPE ONLY
1/2"R �1/4"/FT. SLOPE
1 /2"R 4 1 1 /2••R
- PAVEMENT
/j AS PER PLANS
4" 1T PAVEMENT AS PER PLANS J
STANDARD GEM. CONC. PARKWAY STANDARD CEM.
CONCCURB AND GUTTER GUTT CURB AND
GUTTER
SECTION A -A SECTION B-B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
GENERAL NOTES:,
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/10' IN THICCNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2"
THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1'
BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD
JOINT. 1/2'X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'s TO P.L'S AT ALL CURB RETURNS.
1/2"X4" EXPANSION MATERIAL WILL BE PLACED AT EVERY FOURTH SIDEWALK PANEL.
THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REOIUREMENTS OF CLASS B (3/4) WTH AIR
04TRAINUENT,
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EOGES HAVING A 2 1/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROC70R).
TYPICAL SIDEWALK
G�tY p�
ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
..._� ."r.....,.... .-.. .-..... •.
f)WF:
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NMES
OF WAS�I��'�
•17,
4
REVISED
PER
CITY COMMENTS
3
REVISED
PER
CITY COMMENTS
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��
2
REVISED
PER
CITY COMMENTS
G STER��
1
REVISED
PER
CITY COMMENTS
�SSIONAL
Vol
12/26/1g
NO.
REVISION
OocuSign Envelope ID: 6EECFSB6-602A-4E4A-6436-A317AA638878
2•, 4', V. 12'. OR 24'
ONE Ol BAR SOP FOR O' HEIGHT
INCREMENT (SPACED EQUALLY),
SIFF NOTE 1
RECTANGULAR ADJUSTMENT SECTION
/ I
I 3
03 BAR EACH CORNER I ! I
a
Z
Al BAR EACH SIDE
d
43 RAP EACH WAV
PRECAST BASE SECTION
03 BAR 4(K)P -
13 BAR EACH
CORNER W MIN.
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DAMETER
REINFORCED OR PLAIN
12'
CONCRETE
ALL METAL PIPE
15•
CPSSP',
12,
STD. SPEC. 9.05.20
SOLID WALL PVC,
STD. SPEC. 9405.12(l)
15'
PROF LE WALL PVC.
15'
STD. SPEC, 9-05.12(2)
' CCRRNGIITED POLYETHYLENE ST OHM
SEWER PIPE
NOTEBs
1, AS ACCEPTABLE ALTERNATIVES TO THE R BAR SHOWN
IN THE PRECAST BASE SECT". FIBERS I FLACED 1N
ACCORDANCE WITH STANDARD SPECIFICATION
8-05 50(1111 OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCI4ES PER FOOT SHALL REUSED WITH
THE M44N41VM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION HIRE MESA
SHALL NOT BE PLACE 1) IN THE KNOCKOUTSAS AN
ACCEPTABLE ALTERNATIVE TO THE REBAP, SHOWN IN
THE RECTIANGULAR ADJUSTMENT SECTION. WIRE MESH
HAVI NO A MINIMUM AREA OF 0.12 SQUARE INCHES PEA
FOOT MAY BE USED
2. THE KNOCKOUT DIAMETER SHALL NOT DE 0REA7ER
THAN 7(T. KNOCKOUTS SWELL HAVE A WALL THICKNESS
OF 2- MINMUM TO 2 S' MAxIMUld PROV40E A 1. S"
MINIMUM G
AT' SE7 WEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE, AFTER THE PIPE IS9OSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 144.3.
3. THE MAXIMUM DEPTH FROM THE FINISHEC GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FL ANISE G)WN.
5. THE PRECAST BASE SECTION MAY NAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED 1,T A RATE OF
1 H.24V OR STEEPER.
0, THE OPENING SHALL BE MEASUHLOAT lit 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
RON SHRINK APR ICAT IONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20-3(2).
a ALL GRADE RINGS AND CASTINGS SHALL FE SET IN
MORTAR N ACCORDANCE NTH STANDARD
Sf ECIFICA TWN".3. THEN APPLY MORTAR TO INS KDE
AND OUTSIDE OF ALL JOINTS. RINGS, RISERS. AND
FRAMES
9- MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS
10. FRAME SHALL RE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME 15 FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE Of SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TROAMED RUSH AND
SEE NOTE I REMAIN VISIBLE UPON COMPLETION.
A_TERNATIVE PRECAST BASE SECTION
-- - - UNL ESS OTHERWISE NOTI O. ORt WING IS NOT TO SCALE (NTS)
STD. PLAN - 200.00
Aoftk Tc PJBLIC WORKS mIk ED-
`aim DEPARTMENT BATCH BASIN TYPE 1 GAZ 9/28/2018 I
UR
+M<wM<,V•••.r.v, EMTL
. L��w♦� 'ijlw♦� '�jT�1 •
•..A •�E.A •IN.�A 1
I� i'li"1411111111'a
1=
0-� �•
•
SLOPE
SMALL CATCH BASIN OR YARD DRAIN
;25-FOOT (MIN.) VEGETATED
:FLOWPATH SEGMENT
:5 700 SQ. FT. SIMPLE 10- FOOT TRENCH ~�~ FLOWPATH SEGMENTS
TYPE 1 CB MUST NOT OVERLAP
_< 3,500 SQ. FT.
=25-FOOT (MIN.) VEGETATED
FLOWPATH SEGMENT
MAXIMUM 50-FOOT TRENCH WITH ~
NOTCHED BOARD (SEE FIGURE C.2.1.D)
PLAN VIEW OF ROOF
NTS
FIGURE C.2.4.B - TYPICAL GRAVEL -FILLED
DISPERSION TRENCH FOR BASIC DISPERSION
bafti 'art Envelope ID: 6EECFG$5-602A-4E4A-M6-A317AA38678
TRENCH WIDTH,
SEE NOTE 3
PIPE ZONE BEDDING AND III -T
6AG1GF4L. SEE NOTE 4
8'
FOUHDAT7CIH
LEVrEL
}
FOUNDATION MATERIAL.
If REGUiRE-D, SEE NOTE 5
CIRCULAR PIPE
TRENCH WIDTH.
SEENOTE 3
PIPE ZONE BEDOIHS ANDSPANPAN
� B'
BACKFILL, 5EE NOTE4
RISE
16OUNIIATKIN
LLVEL �
FOUNDATION WATEMAL. 1_
C IF REQUIRED, SEE NOTE S
J� PIPE - ARCH
R�GIn PIPS
t i'll'E COMPACTK)NtR4OS SHOWN CN THIS RAN ARE FOR PIPE
CONSTRUCTION iNl AN EMBANKMENT. FOR PIPE CONSTRUCTION N
A 1 RENCH, THE HORIZONTAL LIMITS OF THE PIPE COPAPIXCT10N
LONE SMALL EE THE WALLS OF THE TRENCH.
2. D.Q. IS EQUAL TO THE OUTSIDE DIAMET ER OF AI OP THE
OUTSIDE SPAN CIF PIPE -ARCH.
3 $EE STANDARD W$DOT/APWA SIP EC IF ICATICINS SECT IQ7 2-04.4 FOR
TRENCH `MOTH
4. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL 9E PLACED N
IT L005E LATERE AND GOMPAGTED TO BST. FARX IMUM DENSITY.
5 E XCAVATE UNSTABLE MATERIAL WIN TO FIRM SUL AND REPLACE
WITH FDUNOATLON KATEWAL C LASS A UR B PER sTA N DA R O
WSDOTIAPWA SPECIFICATIONS SECTION "A 7.
®GRAVEL SACKFILL FOR PIPE ZONE MDM40(WSDO-0,05.12(3))
OR MAINTENANCE ROCK MSOOT 9.03.914))
:45 Al ,.•.� PJBLIC WORKS
a� < DEPARTMENT
(POURED IN PLACE)"
munwNN
PIPE TYP! C4]YlR )
I
PICUCT
PRNATET
ALLOWED IN ZONE 1
OP THE APA7
%DRQI{GAiED
2.0
VES
YISS
YES
STEEL PIPE
SPIRAL RIB STE EL
2.0
YES
YES
YES
PIPE
PLAINCONCRETH
9.0
ND
YES
IVC7
PIPE(FOM
REINFORCED
CONCRETE PIPE
1A
YE8
YES
NO
(RCP)
CO RRUGATE C OR
SPIRAL RIB
2.0
YES
YES
NO
ALUMINUM PIPE
DUCTILE IRON P4PE
1.0
YES
TES
YES
CIROULAR PIP E
DIAMETER
IMNIIAUN DISTANCE
RETWEEN BARREL$
12'TO24'
12,
30• 70 96'
DIAMETER) 3
7172' 70 }SIP
40,
PIPE -ARCH
SPAN
ATPNMiM 01"ANGE
B1:iNIEEN BARRELS
1B'7036'
1Y
43•T0142,
SPAN13
140'TO109•
40'
PIPE ZONE BEDDING AND
COMPACTION - RIGID PIPE
CAST IRON GRATE
V DIAMIEU DUTIFT PIPE
E PIPE
CnNCRFTF
UNLESS OTHEAWISE 140TED- DAAWING IS MOTTO SCALE INN:
STD. PLAN - 220.00
APP D:
GAZ 9/28/2018 I 1 :4 � AN:
+mnw�er+.rnm 1}ATE
CAST IRON GRATE
SQUARE TYPE
YARD DRAIN R-405107
PR18000280
B18003060
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
J
DEVELOPMENT ENGINEERING ` SURFACE WATER UTILITY +
swarlick 04/24/2019 jfarah 04/25/2019 Q)
SURVEYED: SCALE: DATE:
SDM VERTICAL: HAVE) 83/1 CITY O F JDL DUPLEX / /
CJM 4.5.19 CJA 1" =30' HORIZONTAL: NAD 1983/1991 04 05 19
DESIGNED: q FIELDBOOK:
DRD 12.28.18 CJA DRD RENTON N/A
DRD 11.13.18 CJA DRAWN.R3,191PAGE:
DRD DRAWING N0:
ONE INCH DATUM
DRD 8.29.18 CJA CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DETAILS 17707
�/ TJR IF NOT ONE INCH
B I DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF:
CJA 7 8
J
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