HomeMy WebLinkAboutR-396122FACE OF CURB
in" R. i I �- I' R-7 1:z4
f _ TOP OF
° m //% •._ 1/2"R. / ROADWAY
9 • ir-�
.� D •D �'
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
C FACE OF ADJACENT CURB
6 112' - FLUSH WITH GUTTER
r I PAN AT SIDEWALK
t RAMP ENTRANCE
,12
I TOP OF
' Ur Ft.. >r• ROADWAY
q • >
D PDD ° 1PI
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
6" CEMENTCONCRETE
112'R. 1•R S 1CWALKRAMP
VARIES OR LANDING
FROM �T" °
6"TO0 q ---
L - A
7 3A8" PREMOiDED
' -JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
s - FACE OF ADJACENT CURB
5 1rz•,r'
w ,•- SEE DEPRESSED CURB DETAIL THIS SHEET
J 1:24
TOP OF
,..1' .. 1W"- ROADWAY
_T - a A \
'° P•. ° ,� tot
• I
DEPRESSED CURB SECTION
AT RESIDENTIAL DRNEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
-S-
FACE OF CURB
61r2Yj(
511r� I t•
1)r R.
( 1' R,
---FACE OF ADJACENT CURB "f""� tr TOP OF
D I b{ ROADWAY
GUTTER SURFACE-T
Z11'
fR P CEMENT CONCRETE
�D TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMrJIERCIAL DRIVEWAYS. AND ALLEYS
GENERAL NOTES:
1. See standard plane 102 and 101.1 for curb expansion and corlraction join, spacirg.
2. Not used.
3. For Depressed MonoDlhic Driveway Cud] 8 Gutter Section, see Standard Plan 104.2
PUBLIC WORSTD. PLAN -
DEPARTMENTS I CEMENT CONCRETE CURBS IMPRI CYED
BAND
OR
F SEENOIE2 /8-R X 5/B'0 DUMMY JOINT
2'2'-D, 2, _ D•
r
3/8• PRENOLDED JOINT FILLER (TVP)
FACE OF CEWERUNE OF
CURB FRAME GRATE
FRAME AND GRATE - NOT INCLUDED
ROAD1/2- R. 1" R.MATWA1, IN CURB AND GUTTER BID ITEM
SLOPE
• • 3' m TOP OF
1Ur / RGAONAIY
•.r••,
A. °
•.•• ADJUSTMENT SECTION -NOT INCLUDED
A ' IN CURS AND GUTTER BID ITEM
CATCH BASIN - NOT NCLLOED
. .. - IN CURB AND GUTTER BID ITEM
SEE NOTE 2
b
I /
CEMENTCONCRETE
CURB ANO GUTTER
\ I ISOVE41C VIEW
CEMENT CONCRETE CURB SM. PLAN - 101.1
PUBLIC WORKS INSTALLATION AT PRO ED:
DEPARTMENT CATCH BASINS L
DATE
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR DR A 2
1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
3. PERFORATED SOUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4, USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSOOT
STANDARD SPECIFICATIONS 9-06 AND 9-28-
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
EDGE OF TRAVELED
ROADWAY
90. 30-1
74- N.
I EDGE
WOF
FOR REFLECTORIZEO SIGNS: MOUNT
FACING 3•(de.grBE) OUTWARD IF SIGN
GALVANIZED �WJEOS.
IS YgTHIN 30 FEET OF ROADWAY
GALVANIZED
SiGN FACE ORIENTATION
2- SOU RE
METAL POST
o
TOP OF AIN
(LOOVE.R SQUAR
OUT
~ "-
z_o
SIGN POST
S
TUBE)
g�
(y
W
'Oo
«
: Ln
FINISHED
I
i'• m
e
4
-I o
7LINE
a
POST LOWER//
SUPSIC _Ok16' d(N)jINJORNANCED T
SHOULDER BOLT WITH
NUT AND WASHERS -
2 REOUIREO (TYP.)
m
-`_+�� DOLT _STOP
Ld
'.
POR-SIGN POST
BIT
TYPE ST-4 SiGN SUPPORT
LOWER SIGN POST
SUPPORT - 2.25"
(IN), 7-GAGE,
RIOT -DIP GALV.,
HEAVY-DUTY ANCHOR
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING
ON SINGLE
Si
PUBLIC WORKS
METAL POST
STD. PLAN- 129
APPROVED:
G � W
DEPARTMENT
(ADOPTED)
SEC. 14, TWP 23 N, R5E W.M.
ISEECONTRACTI
�DINO 12'RN)R.(TYP,)
CURB NOT MCI.WEOINBID ITEM -
�: + liS'A _
SEE RAISED EDGE 3.1' IIN1 PREkbI.OED
1'-0, 3WELV%R OE!PIL-TNISSHEET lgi1T FILER
ALL CUT MIN. (SEE CONTRAACTI
SLOPE'SJ
t12'IM4 R. ITYP'I WITH RAISED EDGE
` +0% LMSNDrINCLUDEDiNB1DITEM
FABMC
J'E'IINE PREMOLDED JOINT FILLER r"• -i� TOeWCOCONCRERADETESURFACELY
ADJACENT TO CURB !AM (BEE CONTRACT)
TRO.NG�i2 e/D R (TYP.)Di0 R. (TYP.)
CURB NOT N«uDFnwNOITEM -
,5%
BRIDGE OR PEDESTRIAN PREMOLDED' `:= WALL OR BARRIER
NAILING JOINT FtLFA
ADJACENTTOCURB
BARRIER - SEE SIDEWALK 4STEEPRU-SLOP0I
CONTRACTPLANS ISEE CONTRACT) WALLORBARRIER
j I �'.
FLUSy I CURB NOT INCLUDED IN BID ITEM- SIDEWALK
VERTICAL U. ED ,i.•
SEE OETAa JOINT FILLER ITYP.) •:►• •
ADJACENT TO CURB AND RAILING OR WALL 31' LINT PREMOLOEO
JOINT FILLER
SIDEWALK IBUFFERSTRIP
ISEECONTRACTI IS NOTE 1D1
12-1NI R SIDEWALK ADJACENT TO WALL DETAIL
IL ,,,15x�ARN CURB NOT INCLUDED IN BID ITEMLEVEL
- 6-
r nn_
FINISHED GRADE t- (INI BELOW TOP OF CONCRETE
SURFACE FOR PUNTING - FLUSH IF PAVED •,
E1.11
ADJACENT TO BUFFER STRIP 4•'►•; •.�a
JT BRDDh1E0 i1MSH
9-WIDE. SMOOTH
,A,•• A'-� ROWELED PERIMETER RAISED EDGE DETAIL
lA' - EXTEND SIDELYALKTRANSVFNSE
AI • d' JO'NTS 10 NCLUDE RASED EDGE
�'•0 '�' For NOTES see STO PLAN 104.2.
Paved surfaces must comply with
14
STD PLAN 102.1 as applicable.
3N' is^TO 1H'
i ;CONTRACTIONJONT
'NWIDEWALKONLY
- @ EXPANSION JONT IN BOTH • •, i `A?. 11b
CURDANDWOEWALK(SEESTOhANUMI) •.• 't
JOINT AND FINISH ,PPREMAOLOOD
? PLLER
DETAIL
°.�E.%EXPANSION JOINT H�g_)CONTRACTION JOINT
tiY-o STD. PLAN
Oe PUBLIC WORKS CEMENT CONCRETE 'DD
DEPARTMENT SIDEWALK PPRO
W
a Lu
c�T 2 Q W
zIl z p �f- �
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J a
2aW• m QQ Or ¢ � '' �X o
r J Q �W Qgpppz iVJ
cLU0 1- ezlZ LL4
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FQ a0� mW UV S`O
j ial
1_ 9 TR pWE a, U LL aF-
W7s p. UrQ �-69 W WZ
m:G UJ 5U ('�� z OfmW m�0
LU
ZV�j Z~ Zr�iJ WC7 aq� NF Wma
IX i too
W IlJ�O 2) 1.- WR �WQ U. •I' ��?
O
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a
GROUND MOUNTED STD. PLAN- 134
PUBLICWORKS
(FORSTREET
SPEED LESSSIGNS
THAN 40 MPH) APPROVED: „),, JI6
DAIE/lEE
CONSTRUCTION PERMIT SUBMITTAL
CONSULTANTS , CONSTRUCTION RECORD DRAWINGS
Site Planning E Civil Engineering ,
Land Use Consulting • Project Management
11431 WILLOWS RD. NE, SUITE 120
REDMOND, WA 98052
Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below.
www.cphcons ultants.com N0. REVISION
sht n 9nlR CPH CnncUltnnrc. 1 11. All Riohrc RPRPrVPrI Call before you dip.
Gregg Zimmerman, Public Works Ad wmistrater
�••�J'' �. �'^' Y CEMENT CONCRETE
.� -. CURB a CUTTER
✓ �� -i (SEE NOTE 3)
CFAeNI / DEPRESSED MONGUTHIC
CONCRETE - ��' CURB a GUTTER
SIDEWALK `l 'i Jj (SEE DETAIL THIS SHEET)
TYPEC2B-ISOMETRIC VIEW
(COMMERCIAL, WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
expanslonJoint with 3/8'joint filler along the driveway lane lines
Fr ACEOFWRB
SEE
(see aid. plan 102), Construct Expansion Joints parallel with the
ass(g) DEPRESSED CURD DETAIL
412 oNTMLss-
centerllne as regulrad at IS' maximum sparing when driveway
CONTRACTIONJOINT --,
'.
widths exceed 30'.
sMPLAN102 sur r
Toaor
b 'l. ROA➢WAY
'ti
2. See Bid. plan 102 for sidewalk details.
#{='j----- A
3. Curb and gutter shown, other curb designs may be specified.
'
Sea std. plan 101 for curb details.
• . ' ta•
4. Not used.
-
1'•B'
S. The engineerwill design all driveways to Include elevations at all
r
NDDM- ORNEWAYLONGITUDINALPJPAWION
points marked with symbol "X". All elevations are at the back of
J0018 SHALL TH FULL DEPTH
DEPRESSED MONOLRHIC CURBSCUTTER DETAIL
9
curb top On uphill side.
6, Not used,
7. For Driveway Widths Sao DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see std. plan 102) spat( be
spaced as shown In the corresponding Isometric view.
8. Slopes shall comply with Sections R30321 a R303.2.2 or
FACE OF ADJACENT CURB
R3032.3 of the Revised Draft Guidelines for ACCessiblePublic
Rigbts-of-Way Nov=bar 23, 2005
\ 1"
of (PROWAG),
--
S. Curb ratume for any Type C•MAX Driveway may be approved on
.r✓
a case-by'Oeae basis.
BUFACE
10. STREET STANDARDS = Renton Municipal Code (RMC)
t•R F
Title IV Development Regulations
, D• ' ' , -
CHAPTER 6STREET AND UTILITY STANDARDS
�_°�' • D 'D�%
>
Section 4-6-060 STREE'TSTANDARDS
DEPRESSED CURB DETAIL
AT RESIDENTIAL CIR COMMERCLAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS - Renton Municipal Cc&tRMCj
Title N Development Regulations
Driveway EXramp1 TYPE C1 B
CHAPTER 4
' R=RSaOeMrel. c--cDnvll ,ow --- _---� j
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
N.Rrber of Lan". --
Section 4-4.080 PARKING, LOADING AND DRIVEWAY
(MAX=4 Lane Commeroall,
REGULATIONS
B.aurtertPlSntinaSeb) smnk=NoeLAre
+�PUBLIC WORKS
'
CEMENT CONCRETE DRIVEWAY'
PLAN - 1042
PRo FD
DEPARTMENT
ENTRANCES - NOTES AND DETAIL S
-r
CONSTRUCTION NOTES:
1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF
THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE
POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE
ONCE CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION
LIMITS SHALL MEET CURRENT ADA STANDARDS ( I.E. JUNCTION BOXES SHALL HAVE NON-SKID
LIDS)
r� TRANSPORTATION NOTES STD. PLAN- 135
PUBLIC WORKS APPROVED:
t� DEPARTMENT
DA
PCE
2/20/1 /
JBS
SURVEYED:
MITCH EVANS
ACS
-I 4
271 U
JBS
DESIGNED:
JAMIE SCHROEDER
DRAWN:
PETER EVANS
CHECKED:
VI
BY
DATE
APPR
APPROVED:
XXX
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1983
HORIZONTAL: NAD 1983/1991
DATUM
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
-- 9q LEI T 1WE65N6•NR^RNIDa
_i
6 N AN#B1SEE•rolE Fo
MEM
WAU`
ax -TI«I Aowr
S661ro16 •�' B C�CIIWG6Wr�i6R
RMA 31OP IJN.W
NODE EDP•) ISE! NOTE ])
]9•CONTAAn JONT RVPJ
me-m.PUNIOT PUN NEW
vARis
E'ROiTDj 'i ■]i MAX 9EE NOT, eiTWI
I I I
r NIN ••' )-4•MM
CEMENTCONCREn °•"aN WIlEEi6•✓JV iED]TER
a ` n ]T EVAASIDNJOWr mP.T ISEENDI!]I >`
SECTION V AES em.PUN10Y \\\
/'^,-.J- . ,•... IM'AI1YA1 � W9'ILWMatlNM
,�.. o-=rEa=_�E,v sloFenwl-.-,�-..• " \ DC• �
.` �r--DRMEWAV VaP�ITNEaIOPE ISLOP6 SNOwN6XA6OEMTEnf 'c IRA%
� oxn
Dar1EwAYw:RaJawe r y...rRvIr-
�O
NEWiWe 9LOP6Is1.oPL �' �..,,_„_..-•-•^"'-"••-,• 81��J
EHDWN E%AGOETMlEO{
CEMENT CONCRETE
t. CM5 E CUTTER
(aEENOTE 3)
cCEECONCRETE
sscEwAtJI - «HTwc
- Aa. sro. NMA 11Ma
TYPE RIB - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
For NOTES STD. PLAN 104.2
p STD. PLAN - 104.3
a ° PUBLIC WORKS CEMENT CONCRETE DRIVEWAYq,
%+ DEPARTMENT ENTRANCE - TYPE RIB PILL?�`; fj+ yI 1
FNTo /�
a*.L
( E TEN
f
t
i
1l6ENOTEM
1 r
DRI'� YRFOUIHED
`
ISEE STO.PUNfe 71
11
/
PIKE
`q�,,
SILT tgleR
�I
1/2"X4" EXPANSION MATERIAL OEM. CONC. CURB AND GUTTER
1/4"R AT JOINTS
A
SCORE LINES TO BE RADIAL A W
TO CURB AND GUTTER
+ W
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS SCORE LINES
B B
"W"-WIDTH OF SIDEWALK -- - -
1/2"X5" EXPANSION
1 4" FT. SLOPE MATERIAL CURB RETURN
/ / ONLY
1/2"R 1/4"/FT. SLOPE
1/2"R 4- �1/2"R
PAVEMENT AS PER PLANS
4" 1 PAVEMENT AS PER PLANS
STANDARD CEM. CONC. PARKWAY STANDARD OEM.
CURB AND GUTTER CONC. 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 1O C/C. THEY SHALL
NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE EXTENDED a BELOW THE GLITTER LINE. 1/2•
THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND I"
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.O'S TO P.T.-S AT ALL CURB RETURNS.
1/2-X4- EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL
THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (31e) NTH AIR
ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WTH ALL EDGES HAVING A 2 1/2" TOOLED FINISH
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
� C TY OF
RENTON
Planning/Building/Public Works Dept
Gregg Zimmerman. Public Works Adminls,Nler
- "TONAL n-
-
CONSTRUCTION RECORD DRAWING
THE AS -BUILT INFORMATION SHOWN
ON THIS PLAN IS PER A FIELD SURVEY
PERFORMED AND DATA PROVIDED BY
AXIS SURVEY & MAPPING AND/OR
R-396122 RECORD ITH�RMATION CON CONTRACTOR
PROVIDEDBY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MEADOWVUE
ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
ROADWAY GRADING AND DRAINAGE DETAILS
J
0-
W
DATE:
7/25/18 >
FIELDBOOK:
PAGE: S
DRAWING NO: O
C3.104 0
511E- 22 �E 43 UJ