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CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE 3)
CEMENT 83ED MONOLITHIC
CONCRM
SIDEWALK r/ E DETAILTHISSHEET)
TYPE C213 -130METRIC VIE1N
(COMMERCU►L, WITH BUFFER)
SIDEWALK AT THE DRIVEWAY SHOULD NOT BE DEPRESSED
WHEN PLANTER WIDTH IS GRATER THAN 5 FEET.
NOTES
1„ When a driveway width exceeds 15 feel, Construct a full depth
expansion jointwrth 3t8' joint filler along the driveway lane fines FArxoFCl�a
(see std, plan 102) Construct expansion joints parallel with theSHEET
o�RFD
centerline as required at 15' maximum spacing when driveway CONTRACTION. w ass ��� ON THS
widths exwW W. SM FLM 1a2
b 1t2' R "err
2. See std. plan 102 for stdewak details,
y
3. Curb and gutter shown, other curb designs may be spectW,
Sae SM. plan 101 for Curb details. a
4, Not used.
5. The engineer Will design all driveways to Include elevadons at all r NOTE DRVEWAY LONGITUDINAL 0WANSION
points merited with symbol Ir. All elevations are at the back of JOINTS euu C DEPTH
Curb top on uphill ;side. DEPRESSED MONOLITHIC rrHIC CURB & GUTTER DETAIL 6, Not used.
7. For Driveway Widths we DRIVEWAY STANDARDS
(See NOTE 10), The expansion job (see std. plan 102) $hall be
spaced as shown In the carrespondIng Isometric view.
8. Slopes shall comply with sections 12303.2.1 or R303 2.2 or FACE OF ADJACENT CURS
R303.2.3 of the Reviacd Draft Guidelines for Acoasaible Public
Rigbts-ofWay of No+mba 23, 2005 (PROWAQ).
9. Curb returns for any Type C-MAX Driveway may be approved on
a case -by -case basis.
10. STREET STANDARDS =Renton Municipal Code (RMC) > 4
• fL
Title IV Development Regulations
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-6•o60STREET STANDARDS DEPRESSED CURB DETAIL
AT R"IDEWM OR COMMERCIAL DRIVEWAYS, ANDMJEYS
DRNVEWAY STANDARDS - Rerrton Municipal Code (RMC)
Tide IV Development Regulations Diveway Example. TYPE C18
CHAPTER 4 Rom, C=cornmercial
CITY-WIDE PROPERTY DEVELOPMENT STANDARD5 N XgW of LWM,
Section 4-44= PARKING, LOADING AND DRIVEWAY (MAX-4 Lane Co'"`ri°" °
REGULAMONS t rw strip). >3farlk�NO BuRar
3TD. PLAN - 14IS
C DRIVEWAY 1 CEMENT CONCRETE R/
t PUBLIC WORKS I• ROIL D:
DEPARTMENT ENTRANCES - NOTES AND DETAILS
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TYPICAL INSTALLATION
10 LF OF PAVED
DRIVEWAY REQUIRED
ale° EXPANSION JOINT (TYP )
;SEE STD .PLAN7
i
1
e
mi
AID ITEM (INGWCES SIDEWALK.AANN�&�
PANSIONJO;NT{TYP:}. CElfENT
{SEE STD. PLAN 102} j t CONCRETE
II SIDEWALK
S£ENOTES
A
CONSTRUCTION JOINT
RAMP WITH 12H4V SEE NOTE --""( :CEMENT CONCRETE
8 CURS & GUTTER
SLOPE (tYP,} "' : {SEE NOTE 31
are' CONTRACTION JCWt(TYP-) _/
(SEE STD. PLAN 102) PLAN VIEW
(TYPE C3 SHOWN, C1 & C2 & C-MAX SIMILAR)
(SEE NOTE 9)
vAR�s
. -- &,9%MA%, SM NOTE tr L
DEPRESSED CU
CCONCRETE 10° MPI, iSEE NOTE 3)
CANENTNO* EXPANSIONJOW (TYP.)
SECTION ISEE SM. PLAN'Dri, TYP,} I,.,. SEIEWALMW
�.�
10% DIFFMNCE INSL01%6VAV_ 1.51 ^'^ORIYEWAY Wt SlflPE 18L0PE SNONt+E%'A00ERATEOi fa.---.«.._....e._t� I..._�
6 T AY..,,,...:_---" f T"' 10" MIN.
A
I _ SE ION e
For NOTES see STD: PLAN 10+42
SIDEWALK AT THE DRIVEWAY SHOULD NOT BE DEPRESSED
WHEN PLANTER WIDTH IS GRATER THAN 5 FEET.
SM. FLAN - 104.4
PUBLIC WORKSCEMENT CONCRETE DRIVEWAY` pR
P jWD,.
DEPARTMENT ENTRANCE - TYPES CIS, C28,
C38, anC-MAXB (WITH BUFFER) kd
1.5
N
1. SIGNS SHALL BE WHITIE:11.11EIr'>ERINGON GREEN
DOUBLE SIDED.
2„ SIGN SLADE SHALL BE S" FI:A►T ALUtIN+iUK
TREATED, o.OW GAUGE.
3. SIGN SH7ii+SHALL BEul'HIGH iNIEiTY
PRISMATCOR APPROVED EQUAL.
4, LETTERING SHALL BE CUT FROM 3M
ELI CTROCUT (EC) FILM $ME$ I17009
APPROVED EQUAL-
5. FONT SHALL SE.FHWA C20DOEX UPPER AND
LOWER CASE PER SECTION 20,43 OF THE
M.U.T.C.D.
6. POST SHALL BE MINIMUM OF Z %r SQUARE.
TUBE. SEE STANDARD DETAIL 129 FOR
INSTALLATION DETAILS.
N M
11W%DIFFERENCE IN
3r
0
S'MIN, NAMES jSEEMOTE7S ...�.•.
(SEE NDI R • . ,...••.
e
too"o
10 CFOF PAVED
DRIVEWAY RERAl11�0...
EXPANSIONJOWT•IM)
ce
ISEE S PLAN 102a
CC
�
SEE NOTES
p
iN
w
_1
cam NT CONCRETE f
RAMP"WITH I NAV 6 CURS&GUTTER J-
SLOPE (TYP.q ISE£ NOTE 3j
318- CONTRACTION JOSITT'1YP.t
J$E£ WO, PLAN 102E PLAN VIEW
(TYPE C3SHOWN, ,C1&C2&:C-MARS AAR)
(SEE NOTE 91.
VARIES
" ks.Auz sEE►a�T�eiT
1GMW A0'ASN,
CEMENT CONCRETE. 91&' E%PAN.SWNJOMTTm'•I
SIDEWALK
SECTION
(we SM, PLAN 104 AIt1YJleT
PE MAX R:mp )
X.-,....V'' DRIVEWAY 0 VVE SLOPE (SLOPE SHOWN EXA60ERATEO,Y
ONAWAY .e;.,. ••IS„RMI'ke
ACOeRATEOI SECTION I B )
�J
ML. STO.. PLAN 1042E
CONT> wr K . ' "
TYPE C2 w ISOMETRIC VIEW
For NOTES see STO. PLAN 104.2
STD. PLAN 104
+ +PUBLIC WORKS CEMENT CONCRETE
DRIVEWAY
PPRO D:
DEPARTMENT ENTRANCE -TYPES CI, C2,
C3, and C-MAX
Pavement Marking Details
I •5.0' I VAR. t .15' I
15' 20' 15'
RAILROAD CROSSING MARKING
ADOPTED
CITY of RENTON
STANDARD PLANS
LST DATE:1-Aug-90
DWG NAME: UR.-03 SP -PAGE; H008
ONE
WAY
0
R6-2
18"X24"
'ONE WAr SKA
NOT TO SCALE
R1-1
36"X36"
'STOP SM
NOT TO SCALE
c c Vf Z
' T. GRIFRN 1 "=20' w"IUWD,ses9°�sa,
I C/STE 4 FOURTH ROUND CITY REVIEW COMMENTS JF 07 JH J. HOPPER
sSioHA � E��� 2 SECOND ROUND CITY REVIEW COMMENTS JF 4 JH F_ M�RSKALL o wa,
} 1 FIRST ROUND CITY REVIEW COMMENTS AL 2 17 JH aHMKEI)t900,DATUM
11QIIi'ilr1l 10l1 Q/1'7 J. HOPPER N a
0osmufftnts N0. REVISION BY DATE APPR styu,E AcoormsroLY
MOULwITINO ON EXISTING
METAL POLE OR L.UMINAIRE
NOTES
1-. DIMENSIONS FOR THE PARTS USED TO ASSFMITI,E THE BASF"
CONNECTIONS ;ARE INTENTIONALLY NOT SHOWN. RASE
CONNECTIONS ARE PATENJED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA THE 3ASE 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 CAR A 2
1/4" (IN) POST WITH A. 2 1,/2" (IN) I'SST ANCHOR MAY BE.
SUBSTITUTED, SEE CONTRACT PLANS.
3, PERFORATED SQUARE STEEL POST SHALL MEE I I'HE
REQUIREMENTS OF WSOOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPFUED
HARDWARE THAT MEETS THE REQUIREMENTS OF 1WSDfl1
STANDARD SPECIFICATIONS 9»-06 AND 9-28,
EDGE OF TRAVELED
ROADWAY
90
FOR REFLECTORIZED SIGNS_ MOUNT
FACING S(degree) OUTWARD IF SIGN
IS WTHiN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
. a
a
a
a • s a
SIGN POST- 0..
a e a
a Y �
f +
e e
a,
0.
a
LOWER SIGN • 5/18" 4IN) CORNER BOLT
PUSI SU'=PORT- ' DR 3/& (IN) FLANGED
SHOULDER BOLT NTH
NU I ANDS WASHtAS
2 REQUIRED (TYP,)
----STOP
F�TIGN POST
POST SUPPORT N 2.25"
HOT -DIP GALV.,
sANCHOR
V.urci,rl y>. �,n4. trVi•�i4'lL:1G
NitMUTINO ON NETAL POET'
SIGN MOUNTING ON -SINGLE
PUBLIC WORKS
I METAI„, POST APPROV
DEPARTM'ENr (AI OPTED)
R5-1
30"X30"
'DO NOT ENTER' SIGN
NOT TO SCALE
Ail CITY OF
mu RENTON
Planning/Building/Public Works Dept.
R8-31
12"X18"
'FIRE LANE' SIGN
NOT TO SCALE
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R-391015
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 10/17/2017
GRANT PLACE TOWNHOMES
DETAILS
2016-12-2
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