HomeMy WebLinkAboutR-422940A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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NOTES
1 DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BArr
CONNECTIONS ARE INTENTIONALLY NOT SHOWN, BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TES1
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
43
2. A 2- (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4' (IN) POST WITH A 2 1/2- (IN) PSST ANCHOR MAY BE
SU9STITUTEO- SEE CONTRACT PLANS.
3. PERFORATED SQUARE SIEEL POST SHALL MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
24- MIN TI
EDGE1(;
I
5/16"x2-1
GALVANIZED BOLT WITH
GALVANIZED WASHERS.
2" SQUIARI
METAL POST
00
p
TOP OF ANCH
LOWER SQUARE
LL
95
TUBE)
CJ
{
Ir
FINI H 0
x
t
I
d
a
ck:
LINE
F
tp
EDGE OF TRAVELED
ROADWAY
30'--- t
9D'
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3'(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
5iGN POST
LOWER SIGN
POST SUPPORT
i
e
6' Ih CORNER BOLT
Oit 3/d- (IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS -
2 REOUIRED (TYP-)
BOLT STOP
GN POST
TYPE ST-4 SIGN SUPPORT
LOWER SIGN POST SUPPORT — 2.25`
(IN), 7-CAGE. 110T-DIP GALV.,
�IINJkHEAVY-DUTY ANCHOR
COMMERCIAL CONCRETE
MOUNTING ON METAL POSY'
SIGN MOUNTING ON SINGLE STD. PLAN- 12jAT�
PUBLIC WORKS METAL POST APPROVED: DEPARTMENT (ADOPTED) (�-�
I ,r_NIT
{:: ,_T[:
DEPW64ED NDPNMJMC
MEE DETNL'�-Fi8 9FF-En
TYPE C29-13061EiR10 VIEW
(GDMMERCLA'_ WITH BUFFER]
NOTE$
I. Vilhan a fir wely wdth wcraeds 15 feet Lanebuct a full 66PJ1
expanslon )d Tit with 31E' 1eMTT Ill islorkp the OhISIRW b1Re lino
(see Irbil- plain 102)- COItIF nKA expenslan )nInlslTrMh the
wntaidne es required at If MaXllnwn Waling aFT1en drk4hfty
widths exceed W.
2. See vd, pier 102 for sldewsk dlelells
3, CV rb and DLllier shown, alhsn talrh deslpru meet be spledlled.
See std. pion 101 for curb delda,
4 Not used.
6. The engineer with 1 Nign ell dr4uw*%)fs to Include eleyvlons at all
Wino marked with spribul')V. All tlleva5ons am at the basic of
Club tvp on uphll skio-
6 Not used
7. FIV Udv&NnyWWMGM DRIVEWAY STANCAA;DS
(See NOTE 10)- The ediparksran Jo+nts (fee s',d plan 102) shall M
spla" es shcwlm Invie oorrssponding "r rtc New.
A Slopes shell comply wILh lNvjarks 11303.2.1 or R303-7-2 or
R3032.3 of tM Rcyised DERR Guldatincs for Acmuikk Public
Ik4 ts•of•9Vsy aCNDYenbc 23.2005 TROWAIG).
9. Cub FaLums br erl Type C-MAX DrlvEnomy may be epprowad vR
e t�by�aM bMtl1�
10 STREET ST+M1'iD11 RM - lienw-n FAuNitrpal Lode IRML)
Tale IV Drv@kVm nt Ilryula Oft
CHAf+TEM 6 5111E#T AND UTILM STAN DMO5
5e0en e-6•o60SMET STAMOARD5
DRIVEIATAY STANDAPM - Rlmt m Mu Mclpel Code 44PAC1
Tllle Ili Dtrtrdopmerl ItevIkens
CHAFTS 4
ZTTY-WIDE PROPERTY DEVELOPMENT STANDARDS
SwIlIOn 444)90 PARKING, LOADING AND CRIVEWAY
RFGUJLAIIQIII3
CrAill cokupwm
cL;iIadUr Mft
(� IIDTE Zb
Ti10ef'11rLefll
MON41 CuftDFTAI
€a+rTSAICrltvr ni•T � e'er Qlltia�r
Er�rter fc7 w. r
1
' tlr
1--r .I
PICm alsrelRrlT LtxQnUeeaa ElClA1f,P+.
JOvvri IkaYl tr FLA4CEPT"
DEPRESSED MONOLITMC CURD a CUTTER DL1 AIL
FACE OF ADJACCW OYIR$
Fill
"r 1'clrrT®1e.61WARRF
DEPRESSED CURS DETAW
AT RESIDENTIAL OR C{JM►ERCM ON1 VE WATB. AM ALLKIIS
D wlrwayExample TYPEC113
R-PA41do tee. 009noFroucell
N b. d 1r✓1"aovi -- ---
{rA•J[:t u-CnIR t■refsl
RogLRar Manion, Sap) Wo odoNo &,Sar
PUBLIC 510R}:: CEMENT cONCRETIE DRIVEWAY Sid. Fide — 104.E
DEPARri ENTRANCES - NOTES AND DETAILS
FACE OF CURB
6 ir2"
s SYt' f"
1:24
L L TOP OF
la 1fr f-L ROADWAY
1
4
1 �
f
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACT. CIF ADJACENT CURB
FLUSH WITH GUTTER
PAN AT SIpEWWALK
RAMP ENTRANCE
1:12 1:24
TOP Or
102' R. HDADWAY
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T
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
• Y F
PREMOLDED
JOINT FLIER
E FULL -DEPTH
EXPANSIONJOINT
@' CEMENT CONCRETE
irr R. 1" R SIDEWALK RAMP
VARIES ORLANDING
FROM [
I)" TO 0
6'
r
3W PREMOLDED
JOIPIT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANOIN"GS
(FACE OF ADJACENT CURB
6 i12'
- SEE DEPRESSED CURB DETAIL THIS SHEET
114
TOP CIF
1 T 1� t P H- ROAOUYAY
1
to
i
DEPRESSED CURB SECTION
AT RESIDENTIAL ORTVEWAYS ONLY,
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACIE OF CURL
5 irr 1'
L
� PLOP OF
ROADWAY
2 1
f
6 lye -
CEMENT CONCRETE
TRAFFIC CURBI
DEPRESSED CURB DETAIL
AT RIESIDE 4TIAL OR COMMEACLAL DRni EWAY$, AND ALLEYS
FACE OF ADJACENT CURB
GUTTER SURFACE
1' R.
GENERAL NOTES:
1. See slandard plans 1102 and 101.1 Tw curb aiMansion and contraLWajaBl spae ng.
L Expansion Joint shall br Full dtpik JIB' Ilhd prernolded MM hlle.
3. Far Dopm&sw fAonolhhc Onveway Gerry d c,~ Soaior, sce Slardard Plan lO• .
C`LTD, PLAN — 101
PUBLIC WORKS CEMENT CONCRETE VRBS rr
1'C DEPARTMENTIMI
f
• Call 811
• ® two business days
before you dig NO.
REVISION
e RAISED EDGE DETAIL
v-0-
t-
s aEwraR
LevE1
IfY
Trr 61[IENU thaSlvRLx 7ryNW.vERSE
JOINTS Tl71rIIn.LTCE NAI?:ET3 L33GE
T,T T-O-
&rlIN)FRENOtDC3^N7FIU1M
TYFICAL WRERE AFRUCASM
OI-0!1
ROU D'Me 20%,
1 IM41141R (WRI
FtiR CURB OaAILS
f
t.s% _
"" 1.. o .: -•._ -
.SM PAW lei
D ROAOwAY
r 11 • . •
9 R
tI
_
} txlusFfEOROOK DAIA
seE roust-n EDcr
,•,•-7
SIDEWALK
OILTAL-714&SHEE
ivPtcu u{IDFTr
SInEWtwr
Cm16HEMSURFACINGTOPCd1RSE 1iT5rp
puI.ACT TO 95x MMI'lEU FRN16$
i
#1N
11Y (IN)R (T4Fa
WITH RAISED EDGE
NNLE351TEDUIREIENTWAVECIRY
EIUGTNEERI rYr>FCJ,L uN00tA1LcuRa
GIITTERA SInEWAI_IC fS1C u1,QER
Fyil
i } I6%
FDR CUNa CETrISS
/ SEE STD PLANT !et
Cues a CUTTER TO eE S`THCKft 'AS 0R
MATCH ECBTWO ROAMAYC{U19HEA ROCK
gxgE, tyrCHMR 13 GREA7ER" FOR
Ip'••
�1l{
ALL CURE &GITTETR)
k TOP 4 F ONCRE rRURFACE
TOP OF GONCReTE SURFACE
7-a-
EIt"ALK
ADJACENT TO CURB
1,-e 1,-p
MIN
RJOU
DING
Pr,`OIL R(TVWI
am
FOR CURB DETAILS
L I; tat _ KE ITO PLAN 101
■RIDGE ON POESTRVVI
5id�
RaEIAd ��.
ir""
ADJACENT TO CURB
fY1RR1ER _SEE
SIDEWALK
FOR CURB ORAJLS
SEG STD PLA111C7 IeTFFP FILL Ia.OPesl
COWRACTPI,vi$
Fll OR FARRIER
I urvNl'R. rrYP:1
�rJ
r
I
39DPNALK
FLASH
211
SEEVERL
-
DETAIL
SEE L
F
{
3'6' IIM A1llrka,YO[0
JCIiiT P.
ADJACENT TO CURB AND RAILING OR WALL
p 0
JOINT FILLER
FOR SIDEEl1FFLA
TRGtrr�+EN1
atpEwALE rrlap
SLDEWALN At:UAGENT TO WALL.fiEIAR
fiIDEWA3K
}SEE NOTc lol
sEcnous
1
� ('r{ R.
4 t
FOR CURE DETAILS
rSY nFlr
SEE$TO PLAN I01 f
��'v„q,� ),y;.y'�� � OR rJATCIl EYJSTIN6
ray lrRgn-�LEp �TFN
FINI�r°n GRACE I-Ukn BF104Y TOP OR CONCReiE �, �.-
WRFAOEFORF'LVTTING-FLUSHIFPAVED �y Qt Comer CONCRETE CURB
Id I (ca7Rs ARO GUT ER sH0 YN
A17JACENT T138UFFElT STRIP
FORCTO D•u5
sa= esronANTor
f' j zl IR'TO 1N,.
NOTES
1. Four Met all the sidewalk width shill -f - -
be Lho ntiniraum pedellriaa
'f _
\
aDoesslble roiro =sec: free of verkal
and horizontal obstructions. GmtlRgs.
Access
�-
}�- � •'`�'
ti\ ✓
aL ft, P Unmet and of
Gablevallrls, pull Blnee and ether
. r_'r
`•\\\ ��- .
appweiiances wfthln the sidewalk
must he Tvsh vr6h wrfaGA, and rtatell
y:.-�
'
glade ai lha alde+ralk
3- Asonclitt-oceeneri Contrail. Curb and
Swo,"lk is nqt per,nitttld Innew
For c41ar rafererkDed NOTES sloe
unstraaiar. When replaeanent work
STO PLAN 104.2.
McNsitetm a Marta liMlt C..Wd
Cererete Curbbudd prr WbDCT
Stand" Plan F-3D IG-M.
PeVed Surf8Dg6 must comply with
3. Cancete L. 4ca,90O PSI,
STD PLAN 102.1 as Spplicgple•
a-
- C04TRACTION JOWT
INEICEWAMCNILY
. • L 'tFey, .
r FULL-CEPTH EIVANSION)pNi'INf$TH
- CUNB AMU SICLWAEx. ME FN RAL 33L]F
-�--•� '••
'
JOINT AND FINISH
3'r
C CONTRAC 1ON JOINT
DETAIL
• ,,R.
a.
ataEAf
JOINT FaLM
II �
B FlJ46dEPTFt
EXPANSION JOINT
STD
PLAN — ID2
PUBLIC WORKS CEMENT CONCRETE
DEPARTMENT SIDEWALK I � I `7:;I
r
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVO 1988
HORIZONTAL: NAD 1983/1991
DATUM
dp IRN RR�MWIIWiS}
RI/1L
YMES IEEE NOTE 7y r
'P A
_
IMF rev8)
tkcro{A.v�
oF71EWAY RFAIY�
]rJDHI irYYf
Id!! amPbtll rle
r iJl.IIEM
J/ uonLTlcTe
r 9eIF.VFaT
.�
SEE-1
rL
�
r
1
911 rICmET _- 01AEFIT CONCRETER•I1P lrm{t3LN a
St0•e rnv j CIAald BUMUlTEIk
TE K
a,r as net-UrIENO K NT nTr.l {t I
Idol dre. lwwnm PLAN VIEW
(rvPE 0 SHOwra C I A C: A C-At x aI MILARI
IISEE NOTE 9}
YaxEa
IYLNa IE ,nJ
a l{ IW'-1EE t�R i(MIIF
"+ I
k CFAENIEbtn•[R .. �"•YN.
'L a[swYa {� iY ExP4i9l7H AiNi IiiT'J
-�_ $Ef: rl{]N 1 A ] {kFF kih'o11w ep7r
L_J AaYwu . INPTp
Ias.Ixrtls_-C N SLOM MAL : 1IF R ti'PPy
-0wrt1T•.T rr NE eLCYE Is,Ow DIpaH E>'MAERJLTEat
laE
• k pgrrYMY � - - - f r nYa
eIr.EW1.Y,AraEIA'rNe ��~ ► -_ -
7L�——
war"
CSNNrrruaNlliETe
cue aeirimo
dtt Pala A
r1.VI I0t-t1
TYPE Cd - LSOUFTRIC VIEW
Far NOTES {!{ 5TCT, PLAN 154.2
STD. PLAN — iO4
* PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 1'I1Et(7 D:
DEPARTMENT ENTRANCE - TYPES C1, C2,
C3, and C-MAX 1E
• CITY OF
RENTON
Planning/Building/Public Works Dept.
E rape 7lmmeemkn, Public Work&Adrnlniv ator
�D C.
40
siatots&hill
4 rJp CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
V PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
r Project No.: 19480 Project Mgr.: DCD
46449 4
Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
SIpNAL
4M. R-422940
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
se
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
BROTHERTON CADILLAC - RENTON
SITE/PAVING DETAILS
(PUBLIC)
DATE:
FIELDBOOK:
PAGE:
DRAWING NO-
C2.5C
SHEET: OF:
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