HomeMy WebLinkAboutR-410907M
1
VARIES
IN M N urm mi
1 1 1
0
7-
.
FACE CIE CURB 6(FPAFNT rONCRFTE
SiDEWALK RAMP
a irr VA=UES OR LAND NG
-5
71-
1! 7, FROM
1'
I'R. 1-24 6" TO 0
SPECIAL NOTE
CEMENT CONCRETE
It UK
jWE NOTE a Met NOTE t
0
TOP OF
1121. It ROADWAY 3/8'PRFJAOLD1ED
IN THE F"T TRANSVERSE rATL:"Lb LXIST
WIWI'4 THE AFFECTED STREET. THE LENGTH
CURB & GUTTER
(SEE NOTE 3)
12LIFIDIFIRAVED
DnNEwacrlcalJEIED
7t
JOINT FILLER
Of THE PATCH SMALL BE EXTENDED TO
NCI-UDE ANY EXIS-ING PATCH WITHIN 10 1,
FEET
A- EPPAMON OW c6jL-r
(SEE 57D PUN coNcREVE
CEMENT CONCRETE
Or THE EDGE THETA RE(
OF Th �UIRED
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
T
FOR THE NEW CROSSING AND ANY
SUBSEQVLN- PATCH EDCE WITHIN 10 FEET
OF THE EDGE 07 THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 330 FEET. FACE OF GUTTER OR
FACE
CEXIIENT DEPRESSED MOW)LITHIC
CONCRETE CURB A, GUTTER
SIDEWALK (SEE DETAJIL THIS SHIE."
4
FACE OF ADJACENT CURB
EDGE OF PAVEMENT
IF
IF SEE w3tF 6
CEMENT CONCRETE
T
6 lr21
TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET
FACE OF ADJACENT CURB TOP OF
TRAFFIC FLOW
2" HMA 4 \-CENTER
TYPE C25 ISOMETRIC VIF
(C4CMME-RCtA;. WITH BUFFER)
irr
FLUSH WI I H IJU I I EH rz, Ii. ROADWAY
LINE OR
I AN F LINE
;4
00
PAN AT SIDEWALK I
RAMP ENTRANCE
2" TO 8" HMA
NOTES
-,)
FwjF cuRs -SS
I W-lien a driverway wdir, ex:eeds 15 fm*, oonstricA a full depth
steps ITYP I SEE NOTE 11
1:24 1:12
TOP OF
1121 R. ROADWAY
explansl on jai ftt with 3A' jc I nt fliller a," the driveway lane lines FACIECIT am
Sff DIEFRMNED D-M DETAIL
(see std. plan 102). Construct expansion joints parallel with the aa:j��
centerilne Be required 91 15' maximum spacing when driveway CONrRACTON JONT SurON Nis "-El
STD PLANl4U
10" am. PUN 1131 PLAN
Ln
0
111 - 61
widths exceed 30'. Sur. V,., IffR lvvuF
$-I LIX-1-
vArm
1
DEPRESSED CURB SECTION
15.5' MIN.
2* DEPTH OF
I ROADMY
2. See old. plan 1 C2 ror s'di details.
wt a 1% L%A SEE Noll I 4TYPI
AT RESIDENTIA- DRIVEWAYS ONLY.
I FOR COMMERCIAL UNIVEWAYS Sl=]= S I D PLAN 104.2
PLANING OR SA.WCUT AND REMOVE
3. Curb ane gumer shown, other curb designs my be spedled.
Soo artd. plan 101 16r curb detail g
0
•
D" ns.ko c� a G.Tna
4 Not U39d.
CkPAENI CO"ClIkETE W EXPAkS" MOT (TYP Isee w)TT 51
U
DEPRESSED CURB SEC I ION FACE OF CURB
AT S'DEvVALK RAMPS
6 M21
VARIES: 6.5'MIN.
1 7-:
VARIES OEPT4 OF EXISTING PAV-MEN-
V-r I,-Ir
5, The engineer will JesIgn all driveways to Include, elevations al all NM Orf4myLctimNL=VLVWA49*N
points marked with symbol *X. All eleva*jorm ere at the back or DEPREW E�D)VCNOLIIIM CUM It GUTTER DETAIL
alDEsrKlc SECTION w# %ra PLAN lial,
mr- , .-Ii
O;FF ERENCE IN SLOPE MAX t
aft qHcVffi EXAO%FLATEDI 4
2-
MIN MI
MIN IN E
cUrb,,op an Uphill side.
3?8"
FACE OF ADJACENT CURB TO OF
-0 GUTTER SURFACE I ROADWAY
7►7
J
2"
6 No' used
7 For Driveway WidJ% see DRIVEWAY STANDARDS
(Zee NOTE 10), The expansion joints (sea Std. plan 102) shall be
DW�.A- HEIAWE
Tam
swom Tzom ii
is ,
SAWCU- AND REMOVE
E MO
spaced as shown In the correspondirg Isomelit view.
C)
C,
OR PLANE. SEAL WITH
WI TH 6' MIN, -111A (SFF NOTE 2)
AR-4CCOW
(EACH SIDE)
8. Slopes shall comply wIlh sections Ii or R3W.2.2 or FACE OF ADJArrN`T CURB
CRUSHED SURFACING 70P W..IJRIW (CSTC)
R3D31.3 of the Rr,,;Nd Draft Guidelines for Acmuibleftblic
PREMULDED
2" HMA - 03.9(3)) FIER WSDOT STANDARD
�WIFICATION%
Rights -of -Way of Novembat 23,2005 (PROWA3).
JOINT FILLER
COMPACTED TO 95% MODIFIED
E FULL -DEPTH 8 114,
PROCTOR.
SAWCUT AFTER BACKFILL
9. Curb returns for any Type C-MAX Driveway rnay be approved an I
It
SURFACE
- TE
CUM A GUIIER
ISCI WIE 3)
EXPANSION JOINT
1" R.
CLACH SIDE)
�-CqTC. BANK RUN GRAVEL FOR TRENCH BACKFILL
a case -by -case basis.
0
CEMENT CONCRETE
(9-03.19). GRAVEL BORROW (9-03.14(1)) PER
10. STREET STANDARDS = Renton M;jnicfpal Code (RMCI v
TRAFFIC CURB
IVSDOT STANDARD SPECIFCAT10NS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH i C'.OMPACTED TO 952
Title IV Development RaillLdations
c CEMENT
0"cAll!"ll c
soefikx
0
0
MODIFIED PROCTOR.
CHAPTER 6 STRIFF!"AND U71LTTV STANDARDS
0
DEPRESSED CURB DETAIL
Section 4-"6C SIREET STANDARDS DEPRESSED CURB DETAIL
77
AT RESIDENTIAL OR COMII.Ei DRIVEWAYS. ANDALLEYE
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSOOT STANDARD SPECIFICAT.ON 2-09.�)
PLUS AN A-LOWANCL FOR
AT RESIDENTIAL OR CaAWOn W"AYS, AND ALLEYS
DRIVEWAI STANDARDS = Renton Municipal Code (1
0
0
ANY SHORING. SHCRiNG, IF PIPC ZONE BEDDING. MATERIAL SEE S-ANDAi
NEEDED, SHAI 1 MEE I I H�- REQUIREMENTS OF WSCOT
Title! IV Development Aegulartlans Driveway Exampb: TYPE CIS I
GENERAL NOTES:
PLAN 110.1.
STANDARD SP--CiFiCATION 7-08.3(i)B
1 � I
CHAPTER 4 R-Resldentlal. C-Convn=*
TYPE I -ISOMETRIC VIEW
1. See slandard plans 102 and 101.1 for curb, expansion and contraction joirt sparing.
TRENCH WIDTH
UrY-VA DE PROPERTY DEVELOPMENT STANDARDS N,.Tiw at LanfiIIII.
(MAx-A LAne Ourawdal
(RESIDENTIAL WITH BUFFER)
For NOTES STD. PLAN 104.2
0-)
<
Z. Expansim joint shall be full depth, 3/8"(in.) PrernoldedjeIntliller.
FOR NOTES.. SEE STANUAIRL) PLAN 110.1
Section 4-A4DOO PARKING, LOADING AND DRFVtWAv
REGULATION5
7-
3. For Depressed Morolitlic Driveway Curb Cutter Section, sec Standard Plan'CA.2
7;
1 STD. PLAN 110
• PUBLIC WORKS TYPICAL TRANSVERSE PATCH FOR 'T
FLEXIBLE PAVEMENT OR RIGID ti'pf>��l L'�,s
DEPARTMENT A
e)
<
:D
PUBLJC WORKS
DFPARTMENT
CEMENT CONCRETE DRIVEWAY
ENTRANCES - NOTES AND DETAILS
MM. PLAN 1042
PUBLIC WORKS
DEPARTMENT
CEMENT CONCRETE DRIVEWAY
ENTRANCE TYPE RIB
M. PUN - 104.3
PUBLIC WORKS
CEMENT CONCRETE CURBS
STD. PLAN 101
gpp,
PPIRWED
4 ly
DEPARINENT
PAVIEMrzNT WITH OVERLAY 1W
7//
WEINCITE2 /a-R X S/IrD DUtAMY JOIN7 BEE KO es
ir RAISED EDGE DETAIL 51DEWALK
LEVEL EXTEND SIDLWA"TRANSVEASE .a, 1*-o* V5-(M PFM?j0LDFDj0iNTFLuUeFt
D731 S TO
1?-(IN)R .0NTS TO INCILLIDERkSED EDGE I TrPICAl WIIZRE APPLJCAFA-r
--D
0
;IOU DING 24% t I/rjINj It ffI`Pt REI DE-TkLS
SEE STD PLAN 101
n
r
XSTINGROADWAY
/E
. . . . . . . CRUSHEO ROCK EAS1
.
SEE RAISED EDGE ------
TYPICALLUNDER
E1'1;1'�1,nr-,.rsr,-"
DET&IL-TI-1554 CRUSHED SURFACING TOP COURSE (CSrC)
ALL C SIDEWALK SIDEWALY -OUPAcr T,1 15% UrO,-IC'L) PROCTOR
CUT mIN
Ln
__!RrMPIIIIjNCLXE5 SxXe�A
2.D' MIN.
EXISTING ASPHALT NEW CURB
PPkMENT & GUTTER
(SEE NOTE 2)
(UNLM REQUIREMENT INAMET) BY
51.0-Es WITH RAISED EDGE ENGINEER) TYPICAL UNDER ALL CURE.
1tr(IN)FL[rYP.) GUTTER & SIDEWALK CSTC UNDER
CURB & GUTTER TO BE I5'THKXNES30R
FOR CURB DEY^LS MATCH EXISTING ROADWAYCRUSHED ROCK
A SEE STD PLAN 10i EASE. W141CHUNriA IS GAFATER VW. FOR
ANk ALL CURB 9 GUTTER),
T V
A Ffj 11KE NOTE 7) t
_
0
3/8- PRENIOLDED JOINT FILLER (TYP) C"ENYCONCRA-TE
L
FINISHED GRADE I 'IIN)BELOVI
7 D* SIDEWALK TOP OF CONCRETE SURFACE
0
LF OF PAVED
DRr`E'1'i'AVRE0LrIW
16'EKPA.NSION jo"T IMP
-A%NCUT
GVRS AND GUTTER
ADJACENT TO CURB MIN
ROU DING Irr (IN) R In?.)
0
',SEE SM PLAII IM! rel! STD PLAN IM COWPETE
SEDEAA.I.X
NOTE 2)
(SEE N
FORCLIRISIDETALS
-2 7% Err ETD LAN 101
P
A
PLAN MEW
DFUDGE DR PEDC0
RA ING
MIR "a 11110TE 6
FA" Or
cm MEGF
ff M
CURII DETAILS ADJACENTTOCURB
FOR ISTEEP FILL SLOPES)
81.0EWAUK
BARMER-SEE SIDEWALK SCESTI)PLAN 101
CONTRACT PLANS L OR FIA"IER
",--mAl
(YYF)
FLU3H 4IDLWALK
MATCH nWMAND GRATE - Wr'11,111100•
112- M R
tl
i' R. cN0URaAND0IJrMRW0ffEM
1/26 R. - ROADMAY
SLOPE
YERTICA-WALI.-
SEE DETAIL
I R RI.Ell
Mr ON) PREMOM I NrF FP-"
ADJACENT TO CURD AND RAILING OR WALL (1N)l
LDED
aaNOTc 1 cE+tEr(r tsrooa TE
a•
iv r - " 'I
JOINT FlItER
FORSDE
RAMP wpm 12" IV
sum ) YY
ARTERIAL STREET MINIMIJY
BLIFFERSTRIP
TREATMENT SIDEWALK ADJACENT TO WALL DETAIL
hhh I SIDEWAIX I
ISM arg% AN
PLAN VIEW
(TYPE C3 SI-IMM, C1 A Q S, C-MAX SIMILAR)
(SEE NOT; 0)
7" HMA (or ACP Class E)
(SEE NOTE 1). OVER
V CRUSHED ROCK
••SIDEWALK
P.*. * I ADJUSTNMNTMCrKM-POrECLWOM
(SEE NOTE 10)
SEC IONS td2-jIh4FL
FOR CLIREIDETAILS
LS'-MIN._ SEE STD PLAN 101
v�s
e�� 11111CURBAND 11111.171IR MDffM
DROOMEO FINISH
ORMATCH EXISTING
11% wAPL ME "DIE a IMP.
'01 4'YAW- SMOOTH
TROWELED PERIMETER
RESIDEN71AL STR�ET MIN11,40M
P." IN CM AND 91,117TER BID IM
CF
FINISHED GRADE 11- (IN) BELOW TOP 01 CONCRETE
SURFACE FOR PLANTING -FLUSH IF PAVED
CEMENT CONCRETE CURB
ICURB AND GUTTER SHOWN)
ADJACENT TO BUFFER STRIP FORCURB OVALS
DEPF911MOCURB LOWIER
camw cdIcW11 I(. un (11" NOTE M
coallwA 11rFJ[PAWO"JCW
4" 1 (or ACP Clus5 B)
(SEE NOTE 1). OVER
BEE STD PLAN 101
IjVp I
T
6- CRUSHED ROCK,,
SECTION (D
lV, .,. , ,f�
VrTO114
IT-
I ♦-Nf
GENERAL NOTES:
1. nwintwtof Ufa design IstafadIft0a the remoal
NOTES
�j
1. Four feet of the sidewalk width shall
CONTRACTION nW
bet e minimum pladerstan INSIDEWAIX0
NOTES:
Of a catchbaWn with mirfimal disUrbanm
eocessiblo route cpAm free of vertu
and hortzontal obstructIcrs. Gratings, X
I
MUST MATCH EXISTING THICKNESS IF GREATER.
of 010 Cub.
Access Covers, Junction Boxes, FULL -DEPTH MANSION JOINT IN BOTH
Cable Vaults, Pull Boxes and other CURB AND SIDEVALH(StESMPLA14103.11
of iY
For NOTES gee STD PLAN IG4.2
2. SAWCUT SHALL BE POSITIONED 1' 0" BEYOND EDGE OF
DAMAGED PAVEMENT,
2. The expenalonjoIntsof the•
adjacent s1dWMkGhW1
be -adjusted to be Iln
appurtenances whIrIndie sidewalk C CONTRACTION JOINT
Trust ba flush with surlac*. and match
J01NTAN❑
grade of the sidewalk. 0 FINISH
DET AlL
2. Monolithic Cement Concrete Curband ob
Brie-villffi; thesis, Curb
Sl*walk s not permitted in new For other referenceo NOTESqee
3, THE INTENT GF THIS DESIGN IS Tn DESCRAF PAVFMFIqT
expansion joln1%
construct:on. Whem repIxenwnt -k STD PLAN 104-2.
necessitates a M-Ii-hic Cement
PLACEMENT AT THE CUTTER FACE. SEE STANDARD PLAN
Concrete Curb build per WSDOT PRWOLD
FOR CEMENT CONCRETE CURBS.
Standard Plan F-Al 0-03, Pavedsurraces must conply with JOINT FLLER
5 FULL
<
ISO�E41C VIEW
3 canuete to STD PLAN 1021 as applicable. -DEPTH
be 4,ODO N1- EXPANSION JOINT
PUBLIC WORKS
DEPAPTMENT
CEMENT CONCRETE
SIDEWALK
Sm. PLAN 102
)�iemu�20' I
PUBLIC WORKS
DEPARTMENT
GIRMSWIr CONCRETE CURB
INSTALLATION AT
SM. PLAN 101.1
PROYED:
cY STD. PLAN 104.4
PUBLIC WORKS CEMENT CONCRETE DRIVF-WAY P P R Qjj D
SM. PLAN 11133
PUBLIC WORKS CURB AND GUTTEM PPROM:
DEPARTMENT REPLACEMENT DETAIL
1 C�,�7
MMZ22S ,
0
DEPARTMENT ENTRANCE -TYPES GIB, C26 1 1 A"
C3B, C-MAXIB BUFFER)
5AN I
CATCH BASINS
R-410
907
and (WITH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
U�
0
S\IIAG H
DEVELOPMENT ENGINEERING AO=%k
WA
THE QUALITY OF STD -PLAN 104.3 AND 104.4 IS NOT GOOD IN THE ORIGINAL PDF FILE
CALL 48 HOURS
ti, R1 I
W
MiChael Sippo 03/30/2023
D
BEFORE YOUR
<
DIG CALL 811
2023-03-15
SURVEYBENCHMARK
CONSULTANT
5.
REISSUED FOR REVIEW
SGC
2023/03/14
AB
SURVEYED: SURVEYED
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATE:
2023/03/14
4.
REISSUED FOR REVIEW
SGC
2022/12/02
AB
CITY OF RENTON BM 1852, BRASS DISC IN CONC S1 NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS
AS SHOWN
DTY OF
%R]
MADUENO SHORT PLAT
-
C-)
DESIGNED:
3.
REISSUED FOR REVIEW
SGC
2021/04/14
AB-
FIELCBOOK:
NAVD 88 454.769 FEET
MAINLAND ENGINEERING CONSULTANTS CORPORATION
EM
1;
CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONC MON IN CASE AT THE S1 OF SE 176TH ST AND 116TH
UNIT 206 8363 128TH STREET
RENTON
PAGE�
LLJ
2.
REISSUED FOR REVIEW
MK
2020/06/19
AB
DRAWN:
IVIK
-D
1%00F
DRAWING NO:
AVE SE PUB ELEV = 448.162 NAVD88
1
ONE INCH
19805 108TH AVE SE, RENTON, WA 98055
SURREY, B.C. V3W 4131
DATUM
Planning/Budding/Pi Works Dept.
7-o,,
0
1.
ISSUED FOR REVIEW
MK
2019/11/19
AB
CHECKED:
AT FULL SCALE -�
SURVEY
TEL: (604) 543 8044 FAX: (604) 543 8104
RM
IF NOT ONE INCH
SCALE ACCORDINGLY
ROAD WORKS DETA ILS
APPROVED:
AB
T
SHEET
7-OF-42
CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859
EMAIL: CIVIL@MAINLANDENG.COM
N 0.
REVISION
BY
DATE
APPR