HomeMy WebLinkAboutR-406318RECORD CONSTRUCTION DETAILS
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HI K-FIL-A RENTONC C
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
LU
RAISED EDGE DETAIL v 0,
LEVEL 1!T E]iTE/r6 SIDEWALK TRONOVERSE 1' . W I . or &r pNi PREMOLDEGA)wT FILLER
112" iINI A. 1 JGINIS TO IRCJ.IIDE RAISED EDGE 1YPIDAL WHERE APPLICA1 -1
Rol, clan s p } mP r
1 1 Ir!' N A.
FOR CLIR'ODETAIL$
.'. 4 HFE ST ❑ PLAa lO+
" 1•PFA R • . , ��qp�', `1 r •• sTINc RaAowAY
W. ROCK
•SIDEWALK
�RusHEo
SEE W41SED IF
V -a'. DETAIL - THIS THE TYPICAL TINDER CRUSHED SIRFACIN0 TOP CO,1ReE
SIDEWALx
ALLCUr IN. I•u+'A;:I TO 9iR 00TDIFIEO PR FOR
woPEe7 BY
WITH RAISED EDGE tuNLESe REKKJIPCAL WAVEDrL
DILGIN-CEa
ourrER SIDEwnLlr. csrc UNDER
S CURS 4 ovrTER TO eECTHKXWSBOR
r - + I^ H �p �i,Q� MATOt ExIBTING ROADWAY CRUSIEO kQrX
� OREAYER {fYP FOR
LURB iHOV17ERI
I FINISHEDORADE1.ONEELDW'
rOP OF OmcRm SUREAGE
x-a SIDMALK
AaalACElilSbi.LIHe r-a r.a yl
r (m A rrrP,
Tsr 1 STUD Firm
E vi
SIDE
-- - „ .T-
eRoaE OR PEDESTRIAN AR �e►' � i
PST GUTS ADJACENT TO CURS
pRyaC, -,U SmETARIx my 1LTo R mi RTFEPFILLALOPEs1
00NIALACT PLAN Au DR adonis P
1 I 1r1 (M1 R. [TIP,
� i ISIDEWALK
FLU"
f1'J4M
i
VERTICAL WALL- .. - " �•;nY 1
WE atim
1L' EY1
lER ,
JOINT rill -ER
ADJACENT TO CURB AND RAILING OR WALL PRE tlLOED
JOIN FILLER
FOR 84DE
rREArMrrslDcwALR BUFFERSTRIP SIDEWALK ADJACENT Tp WALL DETAIL
SIDEWALK MEE NOTE im
SECTIONS 1r1'{IN}R
1 a r P I
FOR CURS DETAILS
a ,.ex
- Y 1.5IL MIH r SEE SiD PiA1Y 707
71I� f OR
. msn
oR HATCH nosnrlK;TROWELED
7R�VE
PPIMMETER
FINISHED cRAtlE }' (RILEj eEiOW TOP Dfr @ SURFACE Fop PLAI1THlO-FLUSH IF PAD
Y CEMENT LONCRETECURe
1k. 5A.`-..� ~ •.., {CURS NIO GUTTER $FIOWNI
ADJACENT TO R UFFER STRIP FOR CURB DETAILS
�• ' �� ��`�} eEESTOPLAa10+
• �,
d'
TIg•Ta '
r 1N
NOTES
C >>
t Farr r/M of 1M edagoI nAdsl Ytai T s
be ms ae peae1 � w eocr+La Cx ,
aGKxrNI[�r rvlM ' aM d 1axDCm
tdo rove W
and Isor¢arrdl abeSl.dion. CrrugE,
=11
Cahn. Ji■71Libn Br�les. FLIT A, r�rNNraTK lls/r.leosr, • -
Cabls V&Am. PLA Flans am Saw cumxo1aIfEA+ on WORM r1am
a m toIm W M pylerlelk =_r , ar C CDMTRACTXN JOWL
+toy¢ IM r4i>�, IrIH w�4c•, ar,a 1Tlalrll
pmde of tn• sdewak ^1 JOINTAND FalltllFi
DUAL • a
L 66WX W16C car Ir�q J uN Sta LYPb and i lb
.•� .
7aeeylslR 1/+IVI permmed NLIISEr For other referenced 140TUm �
DOLmuglim WNeA n STD PLAN 104 2 . ■
.W0010elaWait
r,.L�.arul ■ IAorgea,t[ raw
Ca,Ens// CLIt6 Bell f pr 1LRaOr ORE
JdNT FZy ER
SSErIsalO Flan F•]0.1@•OLi. Paved SUrrom Mud ON"* With
V- FVLL-flEs'i'17
STD FLAN 102.1 eaapp6mbie.
3. cmarhteba4,$00?U
EXPANSION JOINT
-
SM. PLAN 102
PUBLIC WORKS
CEMENT Cl1�MCRETi!
I ,f,l;, :,
DEPARTMENT
SIDEWALK
«WE
CITY OF RENTON SIDEWALK DETAIL
NOT TO SCALE
#3 REBAR @ 18" O.C. (V
#3 REBAR @ 18" O.C. (H
CONTINUOUS LOCATE P
BARS MIN. OF 2-1/2" CLE
FROM FACE OF CONCR
2" EXPANSION JOINT
PER DETAIL THIS
SHEET
18" STEP CURB DETAIL
NOT TO SCALE
FACE OF CURB
�81R'-r
$1rr 11
1 r2' R. ~ ~ 1' R. 124
+ + TOP OF
IZR. ROADWAY
7_v ' m i
t
V r '
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
FLUSH WITH GUTTER
PIN AT S40EWALIL
RAMPENTRANCE
1;12 124
TOP OF
1Ir R P40A01MAY
me
7
1'6' -
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
• . are•
FLLER
E FULL-D"TH
EWANSIOIIJOINT
@" CEMENT CONCRETE
1•R SIDEWALKS RAMP
VARIES OR LANDING
FROM i
S'TOO
8'
f
3W PRIEMOLDED
JOINTFRLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE CIF ADJACENT CUR$
,Btr2«'
SEE DEPRESSED CURB DETAIL THIS SHEET
1;24
TOP OF
1 1 1• lr2'R. ROADWAY
T
i f
Eai
I
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SE E STD PLAN IOA.2
FACE OF CURB
FACE OF ADJACENT CURS
GLITTER SURFACE
{+ IP2'��
51T1 1-
1 rP R. I' R.
I L
TOP OF
m ROADWAY
f
I
aim,
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES.
1 See starwaro plane 102 orM 101.1 For curb expansion sm contraction pint specng.
1 Lyr.nsan,or.T sh�i Me I+a Bares 71a' IR] wp•+dlEd laI'+1 �*
3 Far Depesseo--� awa.r.y Cuts S Oulu Saecor+. see slan�b ,Lx 2
STD. P1&H - 101
PUBLIC IYOCEMENT CONCRETE CURBS
DEDEPARTMENTNT 1vT
CITY OF RENTON CURB DETAIL
NOT TO SCALE
1"R
�1 /2" R
LANDSCAPING
; - __
NEW PAVEMENT
/J10
NOTE: SEE GRADING PLANS � I
FOR FINISH PAVEMENT GRADE a °'
a
7 3/4"
EXPANSION JOINT AT 20' INTERVALS
CEMENT CONCRETE BARRIER CURB
s SAIL
"Dte
E NjMI _
{SEE NOTE N
IIEE NOTE q
T
OF PAVED
LmyF
r-
DANEId
REc=
Lr•rvrroF. vow*m+a
- 18e�
waE srD ■,.N ae
opIOETE
L
�
1
1
SCE rIDtE s \
T
SEE NOTE r
NWFWITHIe N
ALO■lIM.I - e
CF.NEHr CDaCPET6 J
cuW40 EGUrRreRs -
]a•GONrNg8te RJOLT—MI
ISLE sra vuN+D=I PLAN VIEW
(TYPE [1 SHOWN c14 a aCwx swl.AM
„OTEA
rwEs
`
- a>x Awl saLr4le•mas
�,
+vNlu
/r1eNWx
SECTION OA
m•MIn
` 3U'E]VAa•gN,aWijrW.l
reFs NrD. sLAN IPn
II!'RIMI
II.1 nI1t CRENLE f15l OPF LL,k '
Wf.E4.
a4w,'� Fi
ORruEWAY WI uIE XD■E pi&imE SHOWN ex—,wimno] IIN
f.SLA -
n
a _
NIAATNe .• _ wan __ --- - t o•r•wr ru
rl HArrE- -
'AOE4•tE4
i■EE NOTE Tl
CONNT
coilomm
FLAK IN.h
rES s.r S-D. PLJAr'r I w .
8 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPES C1, C2,
C3, and C-MAX
6" WIDE STEEL
TROWEL FINISH
(3) #4 CONTRACTOR TO SET
REBAR ON DOBIES PRIOR TO POUR o00 0
Og
FLOWLINE OF CONCRETE SWALE/00
T'
SUBBASE
SEE NOTE #1
M. PLAN - 104
' PROYED:
CEl EIOT
mil L•'TE
SIDEWALK
. - \' F
r
t�nlElrr cadCRETE
TTER
�TEexia
0EPRFWO MDNOLJTKC
CAfffi i aU TTER
ME DETAIL 7+eB 51EM
TYPE C78 - JSOMETRiC VIEW
(COMMERCIA! •W H SUFFER)
NOTES
1 When a drir,awiy wxhh exceeds 15 fce„ ❑Dns"ct a full depth
axpenelon Joint welt'Mr joint RNar along Ill d11VtrAay Lana IViSn FANOSlid
(Soo IFW- plan 1D2j- Corretrlltt 0"itrIon jD�na PUMAA li WRh Dlc
cerlfedre ae mqulfmd et 15' m"murn spa: Lng when *Tvoway ca *Ric-•PNnNr n � am 1rIa1 1
widths exwW 37.
2 See vW. piarl 102 For oldewalk dolnlls R r
3. Curb and gumu shown, alher curb deslpr>s rr+ay t/e ■ped8ad. .. 4 i � I f -
Sao sw plan 101 k1Fcurb 6ahrilisIF
4 N[Tl used. j -+
5. The arlylrI;m will deelfpn loll driveways W Include devuUws at ell Slott DIMIlM,LYSOrdfplgaNLaePAeelaK
points msfked wkh symtW X'. All eWivAons ire at the back of JnaTaSEeeLesllaLtas•riK
curb top on UOM Stela. DE317�IES9Efl momouTm cm 17urnmORAL
6 Nlxl used
7 For Drivewery W kIthe See DRIVEWAY STANDARDS
(See NOTE 10). The eypwism)wTle (Sae ss'� ptan 102) shell be
speced as shown In the owUpaMing Itld WiiC New,
B Slopes Shell comply with mcV ions R303ZI or R3C3.2.2 or
FACE DF ADJACENT Iran
IRNW.3 of the Revisal Dish Gutdelifics far ACocmIbla Public
Highlsa[ wry Df Navemlrm 23, 20DS (PROWAQI.
9. Clad rahJms for any Type C-MAX Urtvewey may be apWvved an
a 030041-Cs" Mails
r R
- 7`4 '---CW1'[RSLFRFACE
1' 4
10. STREET STANDAROS s 11en10 n My ranPa! Code [RIrICS
-
Tn3e IV Derdopment Resurinons
CHAtr1Elt 6 51 ME I AN D UTFLRY STAN DAREIS
Sedlan4-is0 tSMCTSTarlDARos
DEPRESSED CURB DETAIL
A T R1e$ IDE P41 LS` OR COME RCULL DR! VEWAY 5, AN D ALLEY 5
DRIVEWAY STANDARDS IF Menton murJc4mI Case (RIM C)
_
TWe lV Developrelent Resutetlom
Drivewiry Example: TYPE C1B L i
CHAPTER4
R:ae.adendel c•Camnrdw
UrY-WI PE PROPERTY DEVELOPMENT STANDARDS
N gne ■r of LW All.
Sef lbrI44-M PARKING, LOADING AND CgrVEWAY
{Ls"e 017
REGULATIONS
B`$9 Ss i1 a:sni•1 o auE /r I
i' ?BLlC RORI.
CEMENT CONCRETE DRIVEWAY
SM. PLAN - 104.2
1,
"EPA17f1(EZ~':
ENTRANCES - NOTES AND DETAILS
CITY OF RENTON DRIVEWAY DETAIL (3)
NOT TO SCALE
SLOPE PER PLAN
SEE PAVEMENT EDGE
DETAIL 21 A/C4.2 (TYP)
-c- —10" THICK 4000 PSI
°vC Oo ° COMPRESSIVE STRENGTH
D� c
o 0 CONCRETE
MIX PER SPECIFICATION.
4" AGGREGATE BASE COURSE
SEE NOTE #1.
CEMENT CONCRETE SWALE
NOT TO SCALE C11.4 NOT TO SCALE
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2. MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4"
AGGREGATE BASE
Ba rg ha usen IncSURVEYED: RLH
Consulting Engineers, c• DESIGNED: JC
DRAWN: CMS
18215 72nd Avenue South AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM
Kent, WA 98032
425.251.6222 barghausen.Com NO. REVISION BY DATE APPR APPROVED: CRJ
SCALE:
VERTICAL: NAVD 1988
N/A HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CURB
sa rMU dNCLJCei e00esrAL9 MAIR1 -
F MIN T vArlr„ �6E# wen.'hrr
+/LF OF PA SO
j
AY'EIIPAMF Ft_AN Ion ll•F3TH6LR JOI.i r.vi GFS'CKT
.SEE iT� FA.AN IdJ � ' . '�� Ii�lTD hAaf al CYr1CIETE
e« YA,J•
I
s
r iilarLTgN JCIIIR 1 7
xl l•gTC,
RALP W" Im tv { e l cuiI.R a --
sr LOrrinAepCw laelr RkP.!
L6LE /m PLu/,gJ1 PUN VIEW
{TYPE C1 SHOWN. Gt a C] i CMAx SIMLARI
{SEE M9TE 9:
+.lust
--ikYF196'T"9' - ■ LL r.,Aw IT •r•A F jTTR
i {r.•1�- J L
` a•Nw���• T�'�`�- � � ,r rF ak!!!ss[o dwiaa,eNa
l Sil4llF dVA+es'i � M �iAarea
_ - SECTION ! A 4/1 eY_; i:t .W�711rt1►, .`y _ ER�.F.K IMOT1r
Lt4 Od Fl11E1C! W LD■{l/1► _ • . " \' � Z - `�
�. __. � , .erAewArw�A4r:,.k care m.nrk s.dNuuwwalu•Or `l +fti a
r `0 Nr'1„M tewOOLAFTIp. --� s-Fi
ForMOTIES Bea STD. PLAN 104-2
� STD. PLAN - 104.4
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ST �' fD
i DEPARTMENT ENTRANCE -TYPES C18, C20,
o C30, and C-MAX13 (WITH BUFFER)
a a 1 GRADE ° 4
a a
PER PLAN
ASPHALT
PAVEMENT
CEMENT CONCRETE CURB CUT
NOT TO SCALE
5 wJEy Sc`�
i
Q �
P� CP
z
�NALTE�tJG���, tit
-51,��I
Adoftk
CITY OF
RENTON
V'R
vugv
Planning/Building/Public Works Dept.
® Know what's below.
p Call before you dig.
1 Dial 811
R — 406 318
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
12/19/2019
RECORD CONSTRUCTION DETAILS FIELDBOOK:
FOR PAGE:
CHICK-FIL-A RENTON DRAWING N0:
® 375 RAINIER AVE S RENTON, WA 98055 C1 1.4
STORE NO.:04249 SHEET: 23 OF:
24