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TURN .MARKINGS.
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WHITE •' 4"
EQGE OF- ROAD.'-UNE
1 T-0' 9r-0"
3:5 RATIO
-LANr�r
WHITE E LINES
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,�`000000RAILROAD
CROSSING MARKING.
PAVEMENT MARKING DETAILS
SCALE: N.T.S.
CE1u EM
CONCRETE
SI7EW"
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NOTES
1 When a drivswsy wndth eXcaeds 151Tsa4 OOeI�LClr> tylNdspth
CEMFN7 CONCRETE
CUFF A GU`rMR
,\ t _, iSEE NOrlc Sf
DEPRIEWED NOHOUT•i C
CLM t cr frTER
WE DETAIL THS SHE"
)METRIC VIEW
WrTH BUFFER)
expenslon Joint with 31W joint I*w WwV this drilvomy km Ones f ALE v CUFS
(sea std plan 1 M. Construct agwnsion Joints pallet with the ass e SIM DEPerserc aanl D"A I
ce n••er8ns as required III] IS' maximum speokLp v*w drivaway r a+rnNc-r:uN JO" _ e ,T - aN n,e ssn
widths extGeed 317. Ito PLAN 102 y eAr I.
b •- ,.rII rflnor
2. See t1t4- plan 102 for sldewak details s +r
3. Curb and gutter shown, other curb dasl7m may be apocAed. '
See @W. plan 101 far curb diftalla
4. Not used
i'-T f•a
5 The englneer wlII design all driveways to Include 6oval ors a: all HIM s9slsassrLC9crTuaEw�tblrAlrlorr
win Is m**ed with symbol W. All elevations ors at Ire bark of JOwlstsware Pia LM&
eurb lap on uphill side. �yOMDLmttt waeat]tfrTEftl7EfAi
6 Not used
7 For Ddvewey Wd;he see DRIVEWAY STANDARDS
(See NOTE 10). The elrvamion join% (sea OW ptan 102) SW be
spsoad as shorn In the oomespon drip MorrWr C vlew.
8 Slopcs:shall comply with Dmions R3032.1 or R303.2-2 or _ FACE OF AMACENT DU
ll of the Revised Dull Guidelines fm Ammible Public
Rights-0G-Way ofNoa,anha 23, 2005 (PRC?WAG),
9. Curt returns for any Type C-MAX Driveway rrlsly be approved on _-
8 Cewby-c bases SURFACE
10 STREET STANDARDS ■ Renton Municipal Code (RMC) o
Tttfr IV Development ReaulaUens
CHAPTER 6 STREET A.H❑ UTILITY STANDAR7S
section 44460 STREET STANDARDS DEPRESSED CURB DE7rAIL
A RE3IDENT1AC OR CONNt RCIAL DkVEYVAYS, AND ALLEYS
DRIVEWAY STANDARDS - Renton N uyltiPal Code (R-MC) _ _
ill -
Title IV DevelonefA Regulations NvBwzy Exampie: TYPE I
la
irl
CHAPTER 4 R-Reemeerft C.-Callnumw
CT1'Y-WIDE PROPERTY DEVELOPMENT STANDAR05 Nund rof Lam".
Section 4-44M PARKING, LOADING AND DRIVEWAY (MAX-1 Lmrw C&nrx m)
RE GULATMS s-sY +ta [r�L9rar,a 5ar v] 3+^.�:o Btaer.
SM. PLAN — 104.2
• PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ) f,• ;
DEPARTMENT ENTRANCES - NOTES AND DETAILS 4YA
CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTE AND DETAILS
SCALE: N.T.S.
���� _ .�w,.� .�..,.. �..,. _+... _:•�.-': ..-.�.. .�_ �-��-:.-t- . -_,..t , �. .:r• a ti_ ... �---:•••-: ••:�.-a-••-•-'.- - - -
VmEs VARIES
t L<F �FAM °F
OR
• 'r 04
».�«,, ••'-.:J b SUPPORT
jTYPE OF VARIES
'r A• ,. • J1d 1' SUPPORT h r CURB
VARIES / ARIM
/ATEWEOFSHO=FR BEHIND CURB
MAILBOX PLACEMENT SECTIONS
rrwLaoxk SUE t, 1A OR z terra
(2 CLAMPS PER BO)q
" • r-r o.a wrN
Y,R' 11,1 IYVL 1NL MI!L
i_ 5- •
Y/.j
NOTES:
1. An of astable platform may be used In peu of the piatform design shown an
31
th s pplan Arjustabie platforms must fR the brae et design shown on this plan.
u6adfor all a optspost installations Fiedcif Trtg may tie
required°
2- A Type 2 Support is required when 2 or more mallmes are to be Installed on
one Su FOR A maximum of 6 mailboxes may be instalfad on a Typo 2 sup -port. See Std. Spec, 9M.7.
3. Attach a newspaper box to a sisal post with two 1 79r Muffler Ctamps spaced
4' apart Field drill 7116' holes in the newspaper boxc to 6L Use 2 lrr ■ 114'
lag bolts to Blot, newspaper btems to wood posts. Newspaper boxes must
SIDEVnot extend beyond the frraant of the mailbox when the mailbox door is dosed.
-0. Spacing of mailbox mounting holes Vales among manufachrrere. Attadrnent
o the mailbox to the pia may require drgling additional holes Ilsough the
maftt cot to fit the platform
5. Center the mail mk on the platform to ensure space for the mailbox daorto
open end to allow spars far ln3W[ng the fasteners.
BEHIND SIDEWALK 6. A socket and anchoring system may be substituted to lieu of the anti -
twist plate assembty for single steel posts sham on this plaThe socket end
wedge e,Id,of xg system sha0 meet NCHRP 350 cash tesn. t citerfa. Anti -twist
plates a e ref rcgO for wood post Ensta,2Aons.
INSTALL SNOW OLW
- SPECIFIED IN CONTR
(SEE DETNI. SHEET
J. Pg7,
NEWSP41-
(SEEOTE 3) � TEM
AN+ b ORAL(SE"(SE)
MILBOX
Pavement Marking Details INSTALLATION
... r STEEi POST. _.. .ylDap pOaT... ,U ... -- y-:-, r-.e•_ - ..- - -.�. +7y"y„ry^-"...,.a-v. r3_: F.r`—
TYPE 1 & TYPE 2
aPT16N epTtorl ,] - 'Y' -r • trLwPamTARr DEsraNseowirs STANDARD PLAN H 42. .
TYPE t SUPPORT TYPE 2 SUPkAT e.
L .. 0MI!r10FaWEEre w s tom:
MAILBOX'b&AIL _ ..,r....r�.r....a..m.. , • ' ,-"ADOPTF ,r
P•a!—arr,urrerrr�ror-:f rL+. D :l;:c.-"xJ• , �:
L 1pggwo�rvwr..'.. "O CITN�OF RENYON c�' 2
r „'^ ovine, ar,Irl» irsiAunlpr't� ♦ o -STANDARD PLANSr
y A D O P T E " - y;:. F :.{ Oa,L. ' �I.IP� 0 !_,�;•[aSTMATE...o5J0912002- ...
O - - .'h' _ ' s~ V'F. l:r�ay,, -" - "$:, +'^• �. -s [h .. ] , y'`r".7'r.
•�`S - .,.•• r• tlro; •:�. _ ;er:liw •am'•Srr�.s'� <"��s'>-'"�Wsr ,,.'g"i'F ,, } IL _ �•- _ _ �. ,
C] �i A
Y OF UNION : , p a' u :,• � . , �
�,.
CITt .:SP.i�AtO2''7
.a STANDARD PLANS - _, z•.`• - e..'.' _ ,� ..:f'�].
1i•,. ,,.g
LST DATE:1-Aug-90 - :, ,` :'• s•'.= - ' = ?� • �� ;
DWG NAME: HR-03 SP •PAGE: E008 - y
. _-.. -.�... � - .. .. _ - -. -- - •. �._..-.._. ^a ,,,,. .«_.. __ .._. _ - ....�.+._.._. ..: --_.•-.�.r...., ..may-.a,:�f '�c._.'- ' - - - _- .�.r.r -..--, - - --_- _ -- _^.. r.:�sx
MAILBOX INSTALLATION
SCALE: N.T.S.
slo rrwrrc'N:,aEti tllaerw�ul Ilan
- iFM11 _ VAftU- E NOTE r1
,a t,P OF lMYae
o•nt;IrAr r9Eourlse `"�
i
)a' EArAw71D!r JO+IT (r>fP,r fa' �AMS•,-aIi
�Mff Fee 1'LMI letll Im fro RaN 1
}
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D
DO NOT DEPRESS
SIDEWALK AT DRIVEWAY
CE4gEWr
ccwst TL
SC! W4 P
NaR /
A
TRIANGULAR APPROACH
(TYPICAL BOTH SIDES)
r �
LEE "M I
RAW' M9Tw 12w ri � C-01SMtrof POW
B � LtRisuTltsl -1
fICrE itI'M I IMER SIM fi
31' CoWMLC`nON JOINT IT" I 'r'
ISEE sea ftul Ia2; PLAN VIEW
(TrPE Ca Sr,O MN C1 6 C2 i C.AW 51%NLARI
ISEE NOTE 9:%
r t1ia AE'��4� � a n .,n,k •. i .6h I ITV►
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K bm [set wort 31
SE��
it/vwrw7llIled[Ir R7*:
CTION ru L rc Ir,wID"Nrrr I ,. LIpEwA.xr Ua•"J1N
aN[Rar M o�amE kraP9 rS.OP9:rpwl r14GC4R•Rp � {_ I K
-
' 0LF-r f . nrE-rwhir ] nrAm sw
o,r•rrwrr *P ANAT16I '
R.Rathi M7R lr :y!a ���"111_ -4 _ 1 SE l e !
For NOTES see STD PLAN 104.2
t
+ + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT I ENTRANCE - TYPES C1 Be C2B,
C36, and C-MAXB (WITH BUFFER)
CEMENT CONCRETE DRIVEWAY ENTRANCE
S
• Call 811'
• a two business days
before you dig
N0.
REVISION
STD. PLAN — 104.4
PPPQ1'F I]-
(,rrL& 2,mmerrnar,, Pobi it W04,� Adminlstralor
SURVEYED:
DESIGNED:
KH
DRAWN:
JMW
CHECKED:
MBK
BY DATE AP P R APPROVED:
KH
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
C TY OF
RENTON
Planning/Building/Public Works Dept.
SITTS & HILL
ENGINEERS, INC.
CIVIL ■ STRUCTURAL ■ SURVEYING
4815 CENTER STREET TACOMA, WA. 98409
PHONE: (253) 474-9449 FAX: (253) 474-0153
http:l/www.sittshill.com/
Project No.: 17668 Project Mgr.: KH
Proj. Engineer: MBK Proj. Drafter: JMW
R-402713
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
bbannwarth 11/13/2018
WSADA PARKING LOT
SITE PLAN DETAILS
(PUBLIC)
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DATE: Z
FIELDBOOK:
PAGE:
DRAWING NO:
C2.5 0-
SHEET: 1 Z OF: 2 F G'
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