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6" CEMENT tANCI itETE
1r2'H. - - 1-R SEDEWAlXPAMP
k+ARIES OR LrANDINI�
FROM
6' TO 0 1
e'
r
31r PREMOLDpa
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
ATSIDEWALK R [nANDLAP{DINGS
FACE CIF AIVACENT CURri
SEE DEPRESSED CURE; OETAR THIS SHEET
1.24
TOP OF
T 1• Trz u. ROADWAY
{-
�1
DEPRESSED CURB SECTION
AT RESIDENTIAL (IRIVEY' A" ONLY,
FOR COF.ireERCIAL DRIVEWAYS SEE STD FLAN 104.2
FACE OF CUR[.
G tfZ'�—
S
Ur R. 1' R
FA CF OF ADJACENT CuR9 J {
� Top OF
—� ROADWAY
" "LIJF{P ` CUTrErtSURFACE t
PREFapLDED
JOINT VILLER
E FULL -DEPTH
E PANSIONJ01NT
FACE OF CURB
1.24
L 1 TOP OF
10 Trr R. RCALdN'AY
1
;8
CEMENT CONCRETE
TRAFFii" CURB AND CUTTER
FACE OF ADJACE NT CuR9
} -- FLUSH WITH CUT FM
PAN AT SIDEWALK:
RAMP ENTRANCE
1'74
TOP of
ROADWAY
op
ur
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
31$'
1
CEMENT CONCRETE
TRAFFIC CURB
DEPRFSSEb CURB DETAIL
AT RESMENTIALOR COMME;RICIAL DRIVEWAYS. AND AUUEYS
GENERAL kOTES:
1. See standard plans IQ gnd 101.1 fur cure expans cA and eonlraehnn joint spaarlg
2- Expanvon joint shall be Full Acp1h, 3JH" (irl I pmffvALted jclnk utter.
7. For pppruswA klonalhh-c dnyeway Curb 3 Cutler 5 0edi n, SOC 51anGard Plan 114 1
PUBLIC WORKS CEMENT CONCRETE CURBS
DEPARTMENT
FID If FU �ICLUL5E5'd�E14Atlf 0.r,L,FPf } •
jEEE HOTERI
rEEE r#1E 6}
1d LF pF FAAp
ORNEwAY T%puIREo
3e-F
PAN&MY Tf[W.}
GE
(SEE ETO PLAN I]21
LE
n
T.H. Nair s
dt
4
E
.ENT
47187E
EW-LH
di
PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E, W.M.
V- RiuSE❑ EDGSE DETAIL
-f — D, b LEVEL J Tri` EXTP7 314EWALISTRAN5'A 3E r-G T' orI'M'IIF.]EI#IN44pE3 J41w7 F14€R
7rY {INFR I .LaR'r5T4 rSICrl„ RAJ Y0 EtX.&
11'FICAT 4'n+€ NF AF1,u�a1LL
d.1D w 1i2' L', I rrypi FOR cu+a bLrruS
SEE SID F4 AR 101
• AL f` k 1Y_;, .• 5�,u Fxl$TIH�G ROADq
T R t y .'t tir�"pk ' �L r•_ S' } { CRLrSHED ROCK I
SEE AAI1D E IT
i'.tr SIDLW!LL'K DETAR -TICS SNP. yryPlcm-urihCR cft"EDS RFAOnG TOP COL". lu5I
AMCW SIDECONX--UF'A..T -O p• n U-}� -.- P Ox! - r: _
SLOPES M H 1?01TH RA15fQ EDGE III FGA RCOUIFII" WAr.El5 By
IX LIN)R("1 ECA TERd SIDEWALK CSTC UNDERH
2,iYA T * FCi4"MOCTALS CUfiEt5UTTERTO&IrTI1N>J4MOR
LEE STD PILM 101 MkTCH EASTV1G READWAV CRUEFED RE
ME. YvmiCWCVE9 13 GA11ATCR Ryp F#
1 555 ALL CURB A CJJTIERI
ci. Rn PhD
uu—nER ff SIDEWALK FINI$IiL1D0AAbC 1' IIV1uLLS
J �� F 5 TCP OF CCAYR_RE SURFACI
•
� A101ACENTTOCURB
dWc Trr{IHAR (Iw]
roc CURL! OC1AL9
Sox T ii% Mr.STOKAa»,
VIEW
VIEr''T+Fr;
rj f
6Fu4G£OItPFAE$71br.N SK�LpM
IL
RARMD 3W
FOR CURa DETA45 ADJACENT TO CURB
34C5yA114 8EE8TDF'LNti01 rsTEEPFLF9.PoE51
BEADIER -GEE
cc-rrR.NCT FL4H9---41
ALL OR IWl'IF4ER
1 I TX limit "I
F-•.A W AND ORr4T = - WH r4C1L SEC I SIDEwux
FL usw
IN C JRB AND OLTTHi aM nQll � 1.E1
+ ''w'iV SEC CETM
- r R`
JDWr FILLER
ADJACENT TO CURB Arm RAIJNG 49 WALL
FAETADLDEL
J4rNT FKLCR
f Qri S;
' TFIf_AWEW VDEWALK 9tlrFCR yTiiP SL13EWALK ADJACENT TO WAL1L DETAIL
EECT1pN9
... aJU6TPMAr-SC? siINFR
ECTK)N NU- YCLUD111MILIE issEr�art
rr
'. .�,' -a1io..rsBrwwo2Lrr'�Raonlal ' Lr�A FOR CURB ClI';A><S
' i5wy iqi SEE 8F¢FLA14 10T r
° CATc�AWhN-M McLU Fs` r l 4 9RPo4 FACD FIN�n
{'AILTCN 1kP.8 W + NOT W41.LOL'D
w '•
€£CTION
c-ENERAL NOTE":
1. The I ftnt of h's de sl gn is to fanil it3te the mmoval �
V a catcdn bas n Wth minimal distJrtsBrkat
d Ihn a,rb.
ry �
ho axpanalan jLclnts Dt the •
aClacerrt sidewalk s .all I
bri uujulitud try bd In
line w th these cu'b �
expansion Joints, I I
� I
� � I� A�,fcTI�IC VIEW
`may' �F *� �yy
M.
STD. PLAN - 10I PUBUC WORKS MA "ALLATI N A�1'�1lIRd A PR D.
# DEPARTIdE1VT CATCH BINS
4F"i �.0.l441 R"n FT'� I
jj EEE NOTF,
RAIN Miry 1A1 IV $
I
CaAEriFGOrvCRETE
rim I CUT["
EL¢PE LTYP.]
SEE No lE e1
le• CW+irrACP9N LENT 1
N10
SEE ETD PLANIU]F
PLAN VIEW
v11R1E9
~ 1TEi PZTE 1b' —1
93\ huh SEE NEM EtITYPI
4-rx--
C hlln
S'311N
C�LE rrT ��rE
sloew.�N
E' Nfe
pEPRNOTEO L1A9 L W1TTEN
IrEXPANDON JOINT ITYP w SEE NOTE 11
_ ' ---_
SECTION A
ratS70. PLAN Lox.
InTe KYADM
19,, OrFFERENCE ESCAPE L1Ax —
tavewAT'A, EELaPEr�PLSTuarLN FAA6pERATrf11 ITT
OII►,4WAY �v.
e- LrrL
b /'�
�REUIIVE _ G!
IGEAAlE01 -
PLAN 181 71
'TYPE R18 - ISOMETRIC VIEW
(ALSIDENT11.4i_, WITH BUFFER)
CENENTCONCRETE
CuR9 A GUT➢ER
(SEE NOTE 31
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
+ , + DEPARTMENT ENTRANCE - TYPE R'I 6
Pacific Z-rj-; j-rj���J'-fJ1
Destfjj
iII
Civil 15nolneeting,
i' • i�I
j`
�1- Planning Can's -al lrri r�
For NOTES STD PLAN 14
STD. PLAN — 104.3
PPR WFD:
lem
AI
va' PREMCLDED J10wr F ijM (TVPj
,-UrER-- NE OF
¢
l FWJMEA43FVTE
i0'
I /2" R.
1 R
RCAD AA'f
1 E4:FN
F•.+G
1, R
All m'W
'
r
*' •
o-
} v
t
h
CEMENTCONCREEM
f TTcq
(WED cijILF3)
{£�E NOTE 3}
CEMENT � .y �DEPRESSEOMONOUTHIC
CONCRETE -. CURS & GUTTER
SIDEYFALK
PEE DETAIL THIS SHEETS
TYPE C2B - ISOMETRIC VIEW
~V f
(COMMERCIAL,
WrrH BUFFER)
NOTES
1.
When a driveway w€dth exoWs 15 feet, cons5vct a full depth
oxpanslon Joint with 3i8" joint flltar along th a driveway lane lines
I:AM # aLM
(see std. plan 102). Construct expansion Jolnts parallel with the
SM DEPRESSED CURB DETAIL
ate On mb SHEET
centudIne as required at 15' maxlmtori spadng when driveway
cONrtWnoHJDINT
widths exceed 31P.
STO MAN'ar �
a IA?' 1- ,
1 jr R RVAMAY
2,
See std. plan 102 for sidewalk details,
3,
Curb and guitershOwn, othararb designs may be specified.
See std, plan 101 for curb det�alIa.
_ 4
i
4,
htof used.
I -i
--"
I
5.
Thu onginearwlll design all d1lvelways tolndude elevatlens at all
NOTE dliYlwAYLONGMIIDINALEMAMON
paints monied with cymbal "X', All elevaGails are at the hack of
DEPRESS Os rTTi1C GtJRa d GL[TTEFiDi TAIL
ra,rb top an uphill alde
G.
Nut used,
7,
For Driveway Widths ace DRIVEWAY STANDARDS
(See NOTE 10), The expiansion joints (gee aid. plan 102) shall be
spaced as shown in tha ccl"spandlN Iaon*M view.
8.
Slopes shall complyvrlth secttana 11-3D3.2.1 or R303.2.2 Or
— FACE OF ADJACENT
R3Q3.2.3 of the Revised (haft Guidelines for AcicemiblePublic
�•
Righis-of-WBy afNon=Uri 23, 2d)05 (PROWAG).
't
S.
Curb retums for any Type C-MAT( Drtvewway may ha approved on
acese-by-casebaels•
P
4'•t1-R } o
1C.
STREET STANDARDS- Renton Munlc€paECode (RMCI
Tkle IV Development Regulations
CHAPTER 6 STREETAUND UTILj7YSTANDARDS
Seal on 4-"60 STR E ET STAN DARDS
DEPRESSED CURS DETAIL
AT Rt3Ii1C!W OR GONWPCM MVEWALYS, AND ALLEYS
ORIVEYIIAY 37ANI]11fiaS = Renton Muni[{pal Code (RMC)
Title IV Oeveloprreent Regulations
Odyeway fExarnpla: TYPE C1I3
CHAPTER 4
Real. 0=COMMAftal r
CITY -WI DE PRO FERTY D EV ELOPM ENT STA N DARDS
Number of Larm, �
S-Ectlon 4�-44MO PARKING, LOADING AND DRIVEWAY
(" Lane CO s1
REGULAT1ONS
R�Utfw (PkLrrting SRip). BlankaND BwRw
I
9M. PIEFAN - 1042
* PUBLIC �YQR2CS
DEPARTMENT
CEMENT CONCRETE 17R1VE1IVAAY
EPJTRAANCES - NOTES AND DETAILSAM
PRO(
s
TR1 t]OBTIFFG
�• WIDE 8 1 u
ROWELED FCRLmrTER
fIN15NEGGLADE 7-41NFBnOWIKWQFPONCREM
9URFACEF9r PLUffIMC-FLLISHJFPA,h56 -.
GL'AICNT GDIeCRCTE €LINE
tCUPO N74 GUTT[ R SHDSYHI
ADJACE pT TO BUFFER STRIP FOR cuiks GE rnn5
. BEE ETD KAN i¢,
If Tff TU,�c-
N OTES
01
1. Four Met olLhaddwmkYEhAhan -_
he tha mrlirlxlm ppypltryn COn1•u.NLTRW JC*ff W�� ,-`
+ IN EIDEPLIE ❑FLY #
-I +R-
T3..*' cpmlble rauv frae DTremwi ' ` * a
end ss 12x lFiel , jyr Jtkm G+FtRrrE '� F "r',* • .
A!x't5a Cors�s, ,h1<rrXi�n Boeels, Fu1-0Er1E1 E:xPArIyIQH iDeJr W WTI F - —
Ca3leVital&Pu1lBoxes and other } cURS AND SIDITWALi(MI rG PLAN 1oL.n
tni-W-eppuenenaewflh l Lhe Axe. and rr .-. 3W C T:4NTRACTKSI'IJOINT
rnLn� 60 1kISA wRh w'eieae. and rnetdl
9rW$0Of 010 EWLwalk JOINT AND FINISH
h LVETAIL - • *� , �-
7 MwalkhiL CVMCPL Unrrflf CvFLI and
SIdfLNali R5 npt perlaitted In new For other referenced NOTES we • *'*' �'',�'{�Q'+
cor Vudi�n. when rep1wemenc Frork STO PLLAN 104 2 r
netnsilalesa Marigli4hic C"n" [ w'
[nnrrsrppRE1TOLD
Curbbwili3perWMT FRET XD
Sundald Pan F-10 1 ci-om F Aved suriarey mLr31 oa+nply'h9V1 ILL [A E FULL-MPTH
3. Concrete Wbc4)ab9PSI. STp PLAN 102 1 as applicable
EkPAW'$rDr,IJOINT
• PUBLIC >RORI{S CEMENT CONCRETE STD. PLAN — 102
UEPAIt'IIdFh7` SIDEWALK
{
E3ANp-IT BRACKET" NOTE
OR PP
EQUAL' U 1, DII,IENS10NS FOR THE PARTS USED TO ASSEMBLE THE DA5-
EQUAL
CpNNECTTONS ARE INTENTIONALLY NOT SHO'hf'I. BASE
r p
MOUNTING ON E]LOIxnHO
(METAL POLE OR LUHMIINAIRE
MIN. 1
:f)GE OF
5A6
GALVANIZED BOLT 4NTH
uALVANIZEQ WA!3HERS-
CCNIIECTlONS ARE ATENTtp, MANUFACTURED PR3}piJCTS
THAT ARE IN COMPLIANCE NTH NCRRP 350 CRASH TEST
CRITERIA. 7HE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAIN ONLY TO ILLUSTRA-E HOW THE PARTS ARE
A55EMBLED,
2. A 2' (IN) POST WITH A 2 1/4" (IN) PSST ANCH017 OR A 2
1/4" (;N) POST 'M1H A 2 1/2- (IN) PSST ANCHOR MAY 131:
SLf8STITUIEQ. 5EE CONTRACT PLANS.
3_ PERFORATED 54UARE STEEL POST SHALL MEET THIE
REQUIREMENTS OF WSOOT 51-ANDAR6 SPECIFICATION 9-06-
4- USE ONLY FIASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSOQT
STANDARD SPECIFICATIONS 9-015 AND 9-28.
EQGE OF TRAVELED
ROADWAY
90F 30'��
FOR REFLEGTORIZED SIGNS; MOUNT
FAKING 3(degree) OUTWAM IF 5IGN
IS WITHIN M FEET OF ROADWAY
MON FACE ORIENTATION
Mt IAL I
IZ
t_A
O 131
8 a
T P FAN R
SIGN POST
LOWK! SOUARzo
Tun)
. .
'
w
FINISHE
+tom
D
;
o
Q
LINE
LOWER SIGN
POST
SJJIB' [[IN CORNeR $(XT
Olt 3/11 IH) FLANGED
SUPPORT
SHOLF_DER E10Lr WTH
NUT ANO WASHERS --
_
2 REQUIRED (TYP,)
47
T $TOP
RDST
I
r Mi'E ST-4 SIGN SuPPORT
LQWER SIGN POST SUPPORT - 2.25'
(IN), 7-GAGE. HOT -OOP GALV.,
I
HEAVY' DUTY ANCfIOlt?
IAk�.
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUN'I'I[NG ON SINGLE STD_ PLAN- 129
PUBLIC WO
RKS METAL POST
# # DEPARTMENT APPROVED; �1
(ADOPTED) r VA
iz
IV
NG
��15 �rpOW
SURVEYED. SCALE,
DRYCO 1 "=20'
DESIeN
Lo LARSEN
32 5 MAWN. ONE _
E. MARSHALL
S 1 FIRST ROUND REVISIONS PER CITY COMMENTS AJL/�o/» JF oHEcD. AT FULL SCALE
1
sj NAL J, FENG IF NOT ONE INCH
1/0 NO. REVISION BY DATE APPR S� DINMY
J. FENG
MMCJILT NAVE) 1
HOMMIGAL. NAD 1983 1991
DATUM
f EXISTING ASPHALT
f PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL_ STREET MINIMUM
7" HMA (or ACP Closs B)
(SEE NOTE 1), OVER
6" CRUSHEO ROCK
RESIDENTIAL. STREET MINiMVM
4'' HMA (of ACP CIG55 B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
2-O' MIN.
(SEE NOTE 2)
NOTE 5:
1. MUST MATCH EXISTING THICKNESS IF GREATER
2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3, THE INTENT OF THIS DESIGN 15 TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE- SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
+ PUBLIC WORKS
DEPARTMENT
T
f
O �
� 6
� LO
_ SEE GOR SM.
— Ln PLAN 129 FOR POST
INSTALLATON
;I� rn DETA1L5
rn
--IZ
}rn
TA
A
z
411
NEW CURB
& GUTTER
Q0
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STD. PLAN — 103
CURB AND GUTTER PPRO27D-
ItEPLACEMENT DETAIL
LA-E
TYPICAL INSTALLATION
CITY OF
RENTON
Planning/Building/Public Works Dept.
Z
a
1
�wrr
o 0
o r>
o v
o a
0 0
4
FIOTES;
1_ SIGNS SHALL BE WHITE LETTERING ON GREEN
BACKGROUND WITH A 0-3' (IN) BORDER,
DOUBLE S 0ED-
2. SIGN BLADE SHALL BE 6' FLAT ALUMINUM.
TREATED, 0.080 GAUGE.
3 SIGN SHEETING SHALL BE 3M HIGH INTENSITY
PRISMATIC OR APPROVED EQUAL.
4. LETTERING SHALL BE CUT FROM 3Ai1
ELECTROCUT(EC) FILM SERIES 1170OR
APPROVED F-OLIAL,
5, FONT SHALL BE FHWA'w C200DEX UPPER ARID
LOWER CASE PER SECTION 2D.43 OF THE
6, POST SHALL BE MINIMUM OF Z'1C2-SQUARE
TUBE. SEE STANDARD DETAIL 129 FOR
INSTALLATION DETA ILLS.
R-397414 1¢
IN COMPLIANCE WITH CITY OF RENTON STANDARDS ^J
I..L
DEVELOPMENT ENGINEERING
rnair 07/30/2018 0
LU
DATE,
CEDAR RIDGE SHORT PLAT 8-8-2017
FIELDBOOK.
PAGE
DRAVANG NO, a
DETAILS 0
SHEET, OP Ill
C15 C22 0