HomeMy WebLinkAboutR-412319SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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1 1' VARIES T• 1
MIN � MIN� MIN MEN
SPECIAL NOTE;
IN 714E EVENT TRAN5V'ER5E PATCHES rXIST
WITHIN THE AFFECTED STREET, THE LENGTH I I
OF THE PATCH SHALL HE EXTENDED TO
INCLUDE ANY Ex,S11NG PATCH 14T7HiN 10
FEET OF THE EDGE OF THE PATCH REQUIRED I
FOR THE NEW CROSSING AND ANY I .
SUBSEOVENT PATCH EDGE WITHIN 10 FEET
OF THE LOGE OF THE SECON❑ PATCH AKIJ
SO ON UP TO A TOTAL OF 300 FEET. I -- FACE OF GU MR OR
EDGE OF PAVEMENT
i
TRAFFIC FLOW
2' HMA 4
I CEN TER UNE OR
L+NNE LINk
HMA
6.5' MIN.
2- DFPTH OF
PLA[41NCi UN SAViCUT AND REMOVE
VARIES: s.s' MIN.
T' 1' TN
DIPTI-1 OF EXISTING PAVEMENT
MIN hAIN � VARIES 1MIN
2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH 2" - 6" MIN, $1MA (SEE NOTE 2)
AR- 4DOOW
(EA1:14 sloe)
\6' CRUSHED SURFACING TOP COURSE {CSTC)
2" HMA (9-03.9(3)) PER WSDDT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR,
SAWC:UI ArlkN eACKFILL
(EACH gpE)
CSTC, BANK RUN GRAVEL FOR TRENCH 6ACKFILL
9-03.t9), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED DN CiEOTECH REPORT, COMPAOTEO TO 95%
MODIFIED PROCTOri.
MOTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROV'EMFNT (SEE WSDOT STANDARD SPECIFICA-nUN 2-S9.4)
PLUS AN ALLOWANCE FOR My SHORIND, `'1 OM14G, r PIPE 2UNE BEDDING, MATERIAL- SEE STA4NOARD
NEEDED. MALL MEET THE REQUIREMENTS OF WWOT PLAN 110.T
STANDARD SPECIFICATION 7-08.3(1)B
'TRENCH WIDTH
FOR DOTES. SEE STANDARD) PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR Imo' PLAN — 110
s
PUBLIC WORKS FLF-XIBLE PAVEMENT OR RIGID DEPARTMENTPAVEIMIENT WITH OVERLAY #dhj�
FACE CIF CURS
rT irz'�_
511� y 1'
I I 70P OF
ROADWAY
r�
CEMENT CONCRI TC
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURD
FLUSH WITH GLITTER
PIN AT SIDEWALK
IiAF,11} ENTiiArICl
124
TOP OF
1!i' R ROADWAY
i
t
DEPRESSED CURB SECTION
AT SIGYEAVAiX RWAPS
3Ir
tt' CE;hT€F+eT CONCRETE
1!Z-R T-R SIDPWALJf VAMP
VARIES OR LJINDNIG
FROM e
6"7CIq Z
1
3IB' {'Ri_MOL DET7
;p1reT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CVRO
y r 1,�•-
SEE DEPRESSED CURB DETAIL THIS SHEET
124
TOE' of-
t T ,rrR RCOLOWAY
� � s
1
DEPRESSED CURB SECTION
AT RESIDENTIAL ORNEWAYS DNLY.
I -OR CONIMERCtAL ORNEWAYS SEE STD PLAN 1rA 2
FACE OF ADJACENT CLIRS
* } *' * GUTTER SURFACE
PREMED �
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
FFr_E OF CURS
y61f£��
5 1f2' 1'
11 — T' R-
I
Tfla pF
1° ROA-CKk AY
I
a
- R 1FI• -
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL.
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, ANO ALLEYS
GENERAL NOTES,
Sea manoatd Mons %02 wid 101 1 for curb Bxpanslon and contractor )Nnt spacmv
2. boans,on Ic'm shall be full depth, 3/6' 1i11.j premoldEd 14chI TIIIer.
3a7 DcGrrssed hTDnali7etk DnvDw$yCurp lL GUTITii SeCtK#I, 5Cc STnndoFd Flan SD=.2
srn. Fz - 101
DEPARTMENTT
PUBLIC WORKS CEMENT CONCRETE CURBS fr
VARIES: 4.5' MIN.
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
. DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
(SEE NOTE 2)
I'
}.
EDGE OF PAVEMENT, EDGE
OF CURB & GUTTER, OR
MIN,
MIN. CENTER Of LANE MARKING
" HMA (5EE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03.9�3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVE
SPECIFCATIONS; COMPACTED TO 95%
OR PLANE, SEAL 1NITH
MODIFIED PROCTOR
AR-4000W
CSTC, BANK RUN GRAVEL FOR TRENCH 13ACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
95% MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE W5D0T
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION A
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSDOT STANDARD SPECIFICATION'S
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT
WSDOT STANDARD SPECIFICAT10N 7-08.3(1)B
* FOR STORM AND WATER PIPE, PER STD PLAN 220 G
* FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95%
PASSING A #4 SIEVE ANU LE55 THAN 5% PASSINL
A #200 SIEVE
NOTES:
1- WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS PROKEN oR DETERIORATED
TO A PAVEMENT CON€ 4TION INDFX RATING OF 70 OR LESS, THE EXISTING PAVEM£N7 IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL UE REMOVED AND REPLACED WITH HIVA MATCHING THE DEPTH
USED IN THE EXIIST[NG STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREA7ER-
2- PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAI_ ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL �" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN fi",
RESIDENTIAL ACCESS: STREETS - HMA CL }" PG 64-22. THE TWCICNI~55 SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4"
3. WHEN THE "SAWCUT AFTER UACKIFIL.L" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER CR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND DVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVEO AND
OVERLAID WITH HMA-
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURES, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5, IF TRENCHING T)ARC4jGH EXISTING DRIVEWAY DR. SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS -
TYPICAL LiONGITUDINAL PATCH MM. PLAN — 110.1
+ PUBLIC WORKS FOR FLEXIBLE P"EME14T OR t'I'i� 4�1: D
DEPARTMENT RIGID PAVEMENT MOTH OVERLAY 110 {
rjf r. r
RAISED FOGE I;1BMAlL T' rr E SIDEw
LEVEL ! fr EXTEND BIOLWAU[ TRA WIFI3E T' - P 11 • p•
iur lim FL Nn TO INCLUDE RN5ED EDGE
- Rau ouxi x.Dsl y 117t ON) R fTYPk
4
u
SEE RNSEDEGf
1'-0' , 91DEWAtX PETAL -THIS L•nWCaL UNDE
Au -CUT MIN 3ID€WALlt
vllJFq R p'�I wrn-1 FLAISED EDC+E
SLOP
�7L 1 4, 1A% FOROUR9DETAILS
+r 5 F SEE 5ru FLAP, :os
• 2-cr SIDEWALK
ADJACENT TO CURB 1. I V cr hIIN
ROU DING ,fr IIN] R UW p
<4 I
UxUDGE om ProzsTRAN
Jtr ON) PREMOLDED ,oiNT FLLER
TYPICAL WHERE APPLICAELE
FOR CURS DEML3
BEE $T6 FLF►s 161
.E%1$T%NG RL?IlDV194Y
CRUSHITO RDGKWkS
`cRL4411M sIAWAiL IhOTOPGt71Ni6E FMI
COMPACT TQ 95lT V001FIE❑ PROCTOR
(UNI M Rf4UlREMENT WAIVED BY
ENIMWER1 TYPICAL umDER ALL LY1Frs,
GUTTER d 9WWALK MC UNDER
OURS A 0UTtE fI TO @6 Tr TKK'A(M93 OR
MATCH LYJSTING ROADWAV CRUSHM ROCK
WE, WIUCHEVER L5 OFT-kTERFVP FOR
ALL CORD A GUTTER)
! FINISHED dRAtTt 1' ppNt aE1.06'r
TOP OF COWR= OVELAE
FpR CURS DetAAS
sE� sro P+ u� 1c,
FLLILING t
F'oR cLIRa Drr uLg ADJACENT TO CURB
BARRIER - SEE 510fWAL K OFF 6TD FLAN I'M {STEEP FILL ; LOPCS)
GDMTRACT•PLAPM t
BARRIER
FLUSH *
w 1�%
VERTICAL wAFu -
Yi • I,rP} PREMOLDED
JCJNT FtIER
ADJACENT TO CURB AND RAILING OR WALL f DR SIDE
TREATMENT $IuEWALK BUFFER STRIP OMWALKA"AMWTOWALLDETAIE
SIDE9�" {SEE NOTE ID}
mctpms 1rr IN1FL
1 16 y (Tvv I FORM" XT►IL5
HMA CLASS 2"
(PG 58-22)
(WSDOT STD
4" (MEDIUM -DUTY)
SPEC 5-04 AND
9-03)
CSBC (WSDOT STD
SPEC 9-03.9 (3))
6" (MEDIUM -DUTY)
SUBGRADE
PREPARED IN
ACCORDANCE WITH
RECOMMENDATIONS
OF THE
GEOTECHNICAL
REPORT, DATED
SEPT. 11, 2019 BY
GEOENGINEERS
ON -SITE ASPHALT
PAVEMENT
8" (HEAVY DUTY)
PORTLAND CEMENT
CONCRETE WITH
FIBERMESH
10" (DRIVEWAY
(WSDOT STD SPEC
APPROACH)
5-05)
6" (HEAVY DUTY)
CSBC (WSDOT STD
�
SPEC 9-03.9 (3))
6" (DRIVEWAY
APPROACH)
Y`
SUBGRADE
T,sTrF�,w,_ e�aTo+LLFw,c, PREPARED IN
oc„aiHc _ACCORDANCE WITH
' -
41 LADE. sr,LDOTH RECOMMENDATIONS
/ • 1 TROWEUD PERWEYER
FIN13Hp ¢BADE rpH} HEi{3W TOP pF C01iCF1ETF OF THE
StWLFACE fflR P1AlLTIFIG=FLLI9e1IFPAYED � �" � .-,• }
CEMENT OONOAETECURB GEOTECHNICAL
ADJACENT TO BUFFER STRIP � - {CURS Ahlll GUTTER SH[7� N
FOR CUMDETMILK REPORT, DATED
}� i SEE STD PLAN 101
SEPT. 11, 2019 BY
GEOENGINEERS
ir
MOTES CEMENT CONCRETE PAVEMENT
�ry
1 FeTtr foot of vu bld tstri wld[rI shatl
� f'.- GOFFTRF1CnOFLJOINT ► • * �
be the mle r um penTosw o "
amesaible roufa rr,. hr•a of %er" ti.: = ,R91DEW1YJt CAl1r •
*' +{.
andnorttontarobstnlcllona.2MWa ga. FkhL•DEPTHE1tP�5NSI7NJDIMINeOFTi r Axes Corms, .Iur,elor%8aaaa } 'f }
fir.• CURSAND 51DEWALK Iq1 SIp F1AlF
N TS
uaW Vaults, Pad Eloxas and D1har SYMBOL TO BE WHITE,
a UMUGpu nanhwithSUAK8,�e,%allt �'" DOUBLE COATED,
MUM de flush with burlace, End match � �= � C C.OhPTRACTIOH JOINT
gaeeQ[[re6;dewalk JOJNTANQFINISH
RETAIL MINIMUM STROKE
- .. r . 1 "' � Z
2. Monolithic cemem Corwete Curb and , , , , • . WIDTH TO B E 3".
5-idewelk Is not perrnkhed In new For Othef felei emed NOTI`S see •.
UmATucticn. When fepdate nj wg-rk STD PLAN 104-2. " necessitates A Murw ithlc Cem00
ent N
Concrete G,rh bvlld PW WSDOT PREMCLOC
Standard PWm F-30. I". JOIN7 FILLER
Pave# BurlaCea must Drx,tpiy vyjtil 3, Cote ncreto by 4,I)m M. STD PLAN 102.1 as applIcaue. E FULL -DEPTH
EXPAN s ION JCFINT
STD T?� - i02 ALIGN WITH EDGE OF
ID? PUBLIC WOR'. CEMENT CONCRETE PARKING STALL 24" MIN.
DU pp
I SJDEWALI[t . '
PUBLIC SIDEWALKS TO BE CONSTRUCTED WITH 4,000 PSI CONCRETE. ACCESSIBLE PARKING SYMBOL
PRIVATE SIDEWALK TO BE CONSTRUCTED
WITH 3,000 PSI CONCRETE.
PAINTED ARROW
DETAIL 1, SHEET 0 4" WIDE DOUBLE 4" WIDE ACCESSIBLE
C-1.6 (TYP). COAT WHITE STRIPE DOUBLE PARKING SYMBOL
0 (TYP.) COAT WHITE DETAIL 3, SHEET
f�5 STRIPE AT C-1.4 (TYP).
45% 18" O.C.
0 (TYP.)
9' 9r 9, 9, g, 5, 9, 9' 9, 8r 9,
ACCESSIBLE SIGN WITH CURB (TYP.)
VAN ACCESSIBLE SIGN.
ACCESSIBLE SIGN WITH INSTALL ACCESSIBLE
NOTES: VAN ACCESSIBLE SIGN. SIGN PER REGULATORY
1. SEE SITE PLAN FOR TOTAL LAYOUT. SEE GRADING AND DRAINAGE PLAN FOR GRADING DETAILS. STANDARDS AND DETAIL
4, THIS SHEET.
2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY.
3. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS OTHERWISE INDICATED.
4. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. ERECT SIGNS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
ADA PARKING STALL
0 2 RECORD DRAWINGS
0 ® 2 RECORD DRAWINGS
�a 1 RECORD DRAWINGS
e
NO. REVISION
SCALE: 1'=10'
SURVEYED:
ZMALL
SCALE:
DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
NAVIX
06.10.22
JET
DRAWN:
J.GREEN
ONE INCH
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
J.TAFLIN
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
RESERVED
PARKING
VAN
\CCESSIBLE
GALVANIZED
SQUARE TUBE
SEE BREAK AWAY
TUBE POST
SLOPE TOP
OF CONCRETE
N TS
NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
z LOWEST SIGN SHALL
BE 7'-0"
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NAVIX 1 a
-ITS I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
��,I 6ABET
WASgI�� �
itally sign
y nelle T flin
Date:
2022.09.3
.,pf\ A 418726:3A:33-0'
M
a
3500 P.S.I. P.C.
,'I.I.° .
3
CONCRETE BASE
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
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THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
4'-0"
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
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VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
12"0
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
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REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
w
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
a
ACCESSIBLE
SIGN
AND
POST
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
LL
N TS
CITY OF
RENTON
Planning/Building/Public Works Dept.
4 CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q
NAVIX CERTIFICATION Q
BY
R-412319 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
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ARCO/M U RRAY DATE:09.26.2022 IL
TOPGOLF RENTON FIEWBOOK:
780 LOGAN AVENUE NORTH PAGE:
DRAWING
RENTON' WA 98057 C-1.4 CL
SHEET: 19 82
SITE IMPROVEMENT DETAILS OR 0