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FACE OF CURB
atz
�5 in _t-
12'R I•R 1.24
1 1 TOP OF
to 1rr R. ROADWAY
l
T 6
T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1 12 1:14
TOP OF
12'R. ROADWAY
ul
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
r • �.�a A0
R
PRENOLDE0
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
CONSTRUCTION NOTES AND DETAILS
OF
BLUE ORIGIN RENTON ROAD IMPROVEMENTS
A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
CEMENT CONCRETE
1/2-ITt-R, SDEWALK RAMP
VARIES OR LANDING
FROM ;
6'TOO 1
1
310" PRENIOLOED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 12"_ -
SEE DEPRESSED CURB DETAIL THIS SHEET
124
TOP OF
f 1 t• 12'R. ROADWAY
2•
1
col
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
GUTTER SURFACE
S 12'--
6
12' R. H.
1 I
TOP OF
O ROADWAY
1
8 1/4'
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS
GENERAL NOTES
1 Soo standard plans 102 and W1.1 for we eapansw and contraction tolnl spacing
L Elmanvon folnt shall be fWl depth, 3/8" Ifn.l premoldcd Joint Rllcr.
3. For Depressed Mort hK Onmway Curb B Gutter Sopgn, see Stargard PWn 1DT2
PUBLIC WORKS
STD. PLAN — 101
a-s- CEMENT CONCRETE CURBS .T
0�� � DEPARTMENT
BENCHMARK
DATUM
HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88
SEE NOTE 2 /e'R X VIM OUMMY JOINT BEENOTEt
2 - 0• 2 - 0• b .
I- I
1 I
I
3/917 PREMOLOED JDNT FILLER (T i(P
— O�URBENTCONCREIE Alto OUTTEn
PLAN VIEW
FFACHOF CENTURUNEOF
^ CURB LS FMME A ORATE
Ij`
6 1 2' i3•
5 1 2' . 1' I1.09
m
1 /2" R. 1' R.MATY IN CURB AND OUnsawOITEMROADWA.
SUIPS
u 3• m
TOP OF
RECESS ROAD'NAV
:.s
• s
B
P-'.
s-•'•
INMRMENTILECRDN-NDTUaDJ10®
UI WRe1DO OOnet BBi rIBA
a ' GTCHILASIN-NOTNOLUOm
_ Ur evAn Apm ou iF Warr im
SECTION AD
GENERAL NOTES:
1 •'
1. The intent of this design is to fadlitele the removal %
of a catch basin with minimal disturbance
of the oudx
-_
2. The eXp8f1810n JOfitB 0f the
adJacentsldewalkeFlall
be adjusted bD be InOne
I .
vAlh View ou Irb
ownslon Joints.
\' I ISO!AE4C VIEW
7!
lorm PLAN — 101.1
CEMENT CONCRETE CURB
PRO D:
PUBLIC WORKS
AT
DEPARTMENT
CATCH
CATCH BASINS
DA _
EXISTING ASPH/
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Closs B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4" HMA (or ACP Cioss B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
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 IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS,
STD. PLAN — 103
PUBLIC WORKS CURB AND t3UTTER
DEPARTMENT REPLACEMENT DETAIL
k
- +•Daltalnuau anE+wur/A1sq
!IIIIIIIIII� ��
IIIIIIIIIII�� IIIIIIaI�' —
I�
IIIIIIII�I
F RAISED EDGE DETAIL • v E SIG NK
LIIVEI .I 1E EXDSOMALIf TRANSVERM r-T r-T
tJ-UMk I TY'KX VAYOLOEDUCAME 1EA
JOINTS r0 MQI cos RAISED EDGE TYPICAI WHERE APILCAaLE
nW D:NG �Ox 12'IWIR I*YPI
i I "OF
CURB OrTA49
•• , �. 1.9x SEESM RAN 101
CRUSHED ROP10.
E1.1
1= -
;►. • �-P• i�-i• • "��'•1. T ) ,P�OSTINc ROCK
2 • • gtEA •, Y a•t _/ E
C" SEE RNSEA --
1'-C •&OEWNN UETNL-TIRS SM `S� N� CIe19100 SIRFAONG TOP COURSE (CSTf.]
OuvACt 10 05% L10061E0 vROC1GR
a�4. NN I WITH RAISED EDGE (Ultib6 REGI/IREMF11r WANED BY
Ccalls, MTYPIGLu1�ER I11cuW.
I2' PM R RYP.I CLITTERA lsaxw1K GSrc UNDER
�2.A fan CURB OETNIS WTRBEMSTW. �C1(
N rJi�� SEE SID RAN 101 BASE, WHICHEVER 1S GREATER RYP. FOR
•� f` 1�" ALL CtA18 SGUFfER1
t FtMSHEO GRADE I' SURpN19ELOEw
TOP OF CONCRETE FAC
S-V 61DE1YAIK
ADJACENT TO CURS t . P I. , Ir MR
yr pMR (TYPI
R dNG FORCURBOETA"
ts% FY v SEEBM RAN Kh
Fk ,
BRIDGE ON PmESm'AN
Fa+wNU DETAILS ADJACENT TO CURB
BARRIER -SEE BIDEwNK SF. STO RAN pI (STEEP FILL SLOPES)
CONTRACT PLANY �vCll nR 94RR�iR
I Vl taeIt lTYv)
ft U9H I slnC•vALK
ISx
R ,:FRTICAL WALL• + • any- :7✓ (• 1
SEE DE-1- v -. ,•a
la-IIMPREFJC40En - iiilll
.Id`m FI LER
ADJACENT TO CURB AND RAILING OR WALL PREMOLDED
"ITT
TORSOS BuFfER STRIP
1REATI.1_Nr SlotnYNK SIDEWALK ADJACENT TO WALL DETAIL
SI4i__
(SEE NOTE t01
SvJ'IM R.
RYP 1 FOR CURB DETA l
SEE STD PLW t01
,, ..
� EHOddO FlK91
♦Sr)•"ice 5 Wt WICII E%ISIINC
d 4• VAOE. sNlaa Tll
5 �C1 TROwELEp PER METER
FINISHED GRACE I• ((iM BELON TCP K GOf1CNETE d
SURFACE FOR RANTING -FLUBN IF PAVED
1d' S"d & ti CEMENT CONCNER, OtA!
(CURB Hal GUt1ER BHOkVr41
ADJACENT TO BUFFER STRIP � -- Fox CURB oETAAB
5.0' -._ ! '_ ;A SEE SM PLAN 10,
rol
NOTES
�\
1, Faur feet of the sidewalk idth shay
caNmAcnoNJavr •
be No mNimum pedesblan
4_, iDb mule'_. Ires of vonkel
hs s.
Access
AIxe98 DDYaA, Junction W4a$,
Coveruohlal . Jun" " Sects.
Cable Vaults, Pull Bonn and othm
- -/
appurtenances wdhin the sidewalk-�
m W7 be 6with wrlace, and match
\
grade of the he akawa11,.
`
2. Monolithic Cement Concrete Curb and
Sidewalk is not permmed In new
For other referenced NOTES see
construction. when M-011 meet work
STD PLAN 104.2
naoessii a Monolhluc Cement
Concrete Curb build par WSOOT
SSndnd Plan F-30, 10.03.
Paved surfaces must comply -th
3. Convctc to br 4.000 PSI,
STD PLAN 102.1 as appliuble.
.zl
WSIDEWALKON.Y ••• fi .ta Ja ••
r OURBM IHIXPALKPMPMFNBOM •-•--R-:- • .
WRBAND 1110EWMN (>•[SNPLAB 1a1.O
yB' C CONTRACTION JOINT
JOINT AND FINISH
DETAIL , • L.�•
RiEMfIID ••� •»R V•i
X14T FILLER J
E FULL -DEPTH
EXPANSION JOINT
•,,� PUBLIC WORKS CEMENT CONCRETE
DEPARTMENT SIDEWALK
ass—,
Itw1P1xIN,BNV .aw.�011T1nI -
Md•ITS►, Ie6e NpR a
Keaw.t4cm'1 aAIrt mT� w
i11V1 RVIE WBNOMNCIlplCNMI SWAP)
onmoTESI
Y4Rc9
ReS IIOR 10 aSx wa.1RE IwRsmPl
istan'i01101BR
aDEwuK B£C710N O - l& sia�N MNII�TIJ
.�•RR
R4K YYA(MJ � J
�a•kflkCYM YVEtib+t Bl�w••iJNIaERARIy /Y\I\ 1
s,
uRVLSYAr VkR4rAE
NEOAT.E 4aPC ,aLa•L-
GKY/A [AAOOEMIEDI
,Rm.AaRa.�••,
SECTION O
eavTWTllolelex
cu•44nrtml
,9Ef NOR A
TES see S MD PLAN 104.2
D. Plea - l04
�g PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPST STD. D
DEPARTMENT ENTRANCE - TYPES C1, C2, 0/0^T C3, and C-MAX
G,ra Zimmerman. Public WorlU Xcl-n.W.1cr
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R-423607 I `�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
Scott Warlick 4/7/2023
SURVEYED:
BCE
SCALE:
N/A
VERTICAL: NAVD 1988
83/1
HORIZONTAL: NAD 1983/1991
DATUM
C
CITY 01
� RENTON
N431071
Planning/Building/Public Works Dept.
CONSTRUCTION NOTES AND DETAILS
BLUE ORIGIN RENTON
ROAD IMPROVEMENTS
INTERSECTION OF MAPLE AVENUE S.W ANDDKB
S.W. 16TH STREET, RENTON, WA, 98057
DATE:
2 22 2023
DESIGNED:
TDM
FIELDBOOK:___
PAGE: _ _ _
DRAWN:
TDM
ONE INCH
DRAWING NO:
22334
1
REVISED PER CITY OF RENTON 1/24/23 REVIEW
TDM
2/22/2
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVEDD:
SHEE"C7 OR ^
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