HomeMy WebLinkAboutR-388311PREMOLDED CONTINUOUS In Compliance W/ City Of Renton Standards TITLE
MASTIC JOINT STRIP OR DISCONTINUE REINFORCING Approved By: Date:
JOINT MAY BE SAWCUT, AT CONTROL JOINT, SEE LONGACRES
a
2" ATB PAVEMENT 2" ATB PAVEMENT SEE DETAIL A BELOW. SPACING TABLE BELOW
�'
a I I Approved By: Date:
2" HMA PAVEMENT 3" HMA PAVEMENT ° a °
FINAL FINISHED GRADE FINAL FINISHED GRADE a° a0 as . 0 a° 0 Approved By: Date:
a °. a a
BUSINESS
a
Approved By: Date:
go�0000�0000�0000 oogo�000go�000go�000go�000go�000go�000go�000go�000go�000go�oo
�go00o�go00o�go00o�g 000�g0000�g0000��0000�g0000�a0000�aoo0
oo�a0000�a0000�a0000�g000 CENTER
0000 0000 0000 0 0 0000 0000 0000 0000 0000 0000000 0000 0000 0000
�O �O �O �O �O � � oo�o�0000�o�0000roo�000 �oog��oog��oog��oogo��oogo��oogo��oogo��oogo��oogo��0000��o
FINAL FINISHED N
- - - - - - -__ p CONCRETE PAVING GRADE 8 HMA PAVEMENT
� 1=I I-� 1=I I=I 1- I-� 1=I I=I 1=� I=1 = � I=1 �_� 1=I I=� I I I=I I I I=1 �_� 1=I I=� 1=I I � o SEE DETAIL � NOTE:
- - - - -1= - - - - - - - - - - - - - - - - - - - Q PROVIDE CONSTRUCTION OR CONTROL
= = = ==
1 1-1=11-1=11=11= -I 1-1=11=11=11=11=1 =I 1=� =1=� 1= = =I =1=� 1=I 13 Z JOINTS IN SLABS ON GRADE TO BREAK
111111II1111 II=11 11=11=II=11=11 DETAIL A SAWCUT CONCRETE, SLAB INTO RECTANGULAR AREAS, SEE SW 27TH ST &NACRES
14 1=1l51=1l5 l-l1- =1-I -I I-11-I I-I1- /j��j��j��j��j�� //j \�/j�/j�/j/ - USE BACKER ROD AND JOINT SPACING TABLE BELOW. AREAS TO
W FILL W/ SEALANT, SEE BE APPROXIMATELY SQUARE AND HAVE AVE SW
RESERVOIR TABLE. NO ACUTE ANGLES. JOINT LOCATIONS
j TO BE APPROVED BY THE ARCHITECT. OOO�OO OO�OoOo
COMPACTED SUBGRADE SD SEE ARCHITECTURAL PLANS FOR STAMP
4 1 1/4 PATTERN, COLOR AND FINISH. -I I-1 O= COMPACTED SUBGRADE E =I __1 __I I--
2" THICK CRUSHED SURFACING BASE COURSE 2" THICK CRUSHED SURFACING BASE COURSE === 1_1==
BUTYL OR a JOINT SPACING TABLE
8" LAYER OF COMPACTED PIT RUN GRAVEL 12" LAYER OF COMPACTED PIT RUN GRAVEL POLYPROPYLENE
ROPE OR
NOTES: NOTES: BACKER ROD
SEALANT RESERVOIR TABLE
1. ALL ASPHALT PAVING TO CONFORM TO WSDOT STANDARDS FOR HMA, SIZE 1/2" PRIVATE ON -SITE 1. ALL ASPHALT PAVING TO CONFORM TO WSDOT STANDARDS FOR HMA, SIZE 1/2" PRIVATE ON -SITE
2. TRENCHES OR EXCAVATIONS THROUGH THE ATB SURFACE SHALL BE ONLY 2. TRENCHES OR EXCAVATIONS THROUGH THE ATB SURFACE SHALL BE ONLY
BACKFILLED TO MATCH THE CONSTRUCTION SURFACE PRIOR TO PLACING BACKFILLED TO MATCH THE CONSTRUCTION SURFACE PRIOR TO PLACING
FINAL LIFT OF ASPHALT. DAMAGED PORTIONS FINAL LIFT OF ASPHALT. DAMAGED PORTIONS
OF CONSTRUCTION SURFACE SHALL BE REPAIRED NTS OF CONSTRUCTION SURFACE SHALL BE REPAIRED NTS
PRIOR TO PLACING FINAL LIFT OF ASPHALT. Light Asphalt Pavement PRIOR TO PLACING FINAL LIFT OF ASPHALT. Heavy Asphalt Pavement 2
BUILDING LASTING RELATIONSHIPS
SUBGRADE
6" THICK 5/8" TOP COURSE CONSULTANT COUG H LI N
COMPACTED TO 95% MAX DENSITY
NTS PORTER
STRUCTURAL FILL AS REQUIRED (FILL AREAS)
Contraction Joint 3 OR EX 12" (MIN) SUB -GRADE (CUT AREAS) LU N D E E N
COMPACTED TO 95% MAX DENSITY
PER ASTM:D 1557
801 SECOND AVENUE - SUITE 900
JOINT W/ 1/4" CHAMFERED EDGES AND POURABLE n NOTES: SEATTLE, WA 98104
FLEXABLE JOINT FILLER W/ BACKER ROD AT 16'-0" CSK-003 As r8
Right Of Wa
MAXIMUM DIMENSION EACH WAY 1. SEE CITY DETAIL 5 ON SHEET C3.12 g y Asphalt Paving g P: 206/343-0460
F: 206/343-5691
CONCRETE SLAB
A CONSULTING
° a a STRUCTURAL AND CIVIL
ao a °a a as ,a
THICKENED ASPHALT EDGE ENGINEERING CORPORATION
° SEE DETAIL THIS SHEET
LIGHT BROOM FINISH 4" CONCRETE SIDEWALK 1/8" R ISSUED:
000 OooO OooO Oo OooO OooO OooO OooO OooO OooO OooO OooO OooO OooO
(4000 PSI)
�oOooO�oOooO�o0oo0� ooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOoo ° a d
000� 0°00� 0°00� o° 0°00� 0°00� 0°00� 0°00� 0°00� 0°00� 0°00� 0°00� 0°00� 0°00�0 w ° a aI I DATE DESCRIPTION
0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0
>,,, a a o 000 00000�0000 �00000 03/09/2016 BUILDING PERMIT RESUBMITTAL
a ° 0 0
II-11=11=II=11=11 =11=11 II-11=11=II-11=11=II-11=11=II-11=11=II-11=11=II-11=11=II-11=11=II-11=11=II=11=1-' ° o000 80�0 03/15/2016 CSK-003
o 0 0 0 0 0 0
F I I -I I -I I -I I-11-11 I I-11- I -I I -I I -I I -I I -I I -I I -I I -I I-11-I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I-11-11 00� 000 000 000 oo� 000 000 000 000 � N ,�ooaoo�ooaoo�ooaoo�ooa o�ooaoo�ooaoo�o a o0 0 00 4� � Q� Q
11=11=11=II=11=11 =11=11 11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=II=11=1 �O Oo0 Oo0 Oo0 O Oo0 Oo0 Oo0 Oo0 � ,� 000 000 000 � � �� � �� � �� � � � �"� �"� �� ��
--------------------------------- ��000�80°00�80°00�80°00 11--11-11-11---------11---1------11---11------11--11-----11-1
NTS-1-I--
ASPHALT PAVING Not Used 8
4" 5/8" MINUS CRUSHED ROCK \\\O,�\\/�O/, r0\i/\\j �j` PER PLAN
\ STRUCTURAL FILL AS REQ'D OR NATIVE COMPACTED CONCRETE PAVEMENT SEE DETAILS
PER PLAN GEOTEXTILE FABRIC TO 95% MAX DENSITY PER ASTM: D-1557 SEE DETAIL THIS SHEET 12" THIS SHEET KEY MAP:
CRUSHED SURFACING BASE -COURSE MIRAFI 50OX OR
COMPACT TO 95% MAX DENSITY APPROVED EQUAL
19" COMPACTED STRIJCTIJRAI FIII
JOINT SPACING
WIDTH (W)
DEPTH (SD)
9-11,
1/8"
1/4" MIN.
11-14'
1/8"
1/4" MIN.
15-17'
1/4"
3/8" MIN.
15-18'
1/4"
3/8" MIN.
20-25'
1/2"
1/2" MIN.
25-28'
1 2"
3 4" MIN.
PAVEMENT DEPTH
JOINT SPACING
5"
9-11'
6"
11-13'
7"
13-15'
8"
15-17'
10"
18-2V
12"
20-25'
14$$
1 25-28'
PER PROJECT SPECIFICATIONS
18" LAYER OF COMPACTED STRUCTURAL FILL
NOTES:
'SEE COMRACn
,'D' I •D"
ROU DING I C. 1, ,? PNI R IT'rP 1
15�' CW BNDT WC. UDEOINBIOInA-
t
i
1
i
SOILS PER GEOTECH REPORT. USE A COMBINATION PRIVATE ON -SITE
PRIVATE ON -SITE
PRIVATE ON -SITE
t
OF Gu I enln /nR nvGR wreverinnl TO GcreRl Icu n►o v
n►o v
1. SEE SPECIFICATIONS FOR GENERAL ASPHALT PAVING NOTES nw v
,-d-L- suatwAAK_ DE7El�i6]si�Ei "° "MAggfTFILLER--
----
__--
"� ,M.�� IT Lr. ,T.,TII 1 I,TL�LII VIILI VIILI VI\LI ALL COT p, ISSECONTMCn
SUB -GRADE PER GRADING PLANS `LOPES
a0N1 R. (TYP,1 WITH RAISED EDGE
NOTE: 2. IN AREAS WHERE NEW CONCRETE IS INSTALLED ADJACENT TO _i_
dy / �;i >. , s, B Nor INCLUDED W Bw rTEM -
ATB PAVING, INSTALL ATB RAMP TO CONCRETE AT 12:1 SLOPE.
NTS SIDEWALK IN RIGHT-OF-WAY TO BE PER CITY NTS NTS 12-.IN PREMOLDED ' ' FWISHEOGRAOES (N'BELOW
Concrete Pavement 5 Concrete Sidewalk 6 Concrete / Asphalt Transition SOT TO CURB
TOP OF CONCRETE SURFACE
OF RENTON DETAIL THIS SHEET 7 ADJACENT To cuRB � SEE CONTMCT,
ROU NG V!' IM11 R. fTYPJ
• � CURB NOT INCLUDED W BIOITEM -
' PROJECT NUMBER C152268-03
L an- INI ;3,+.; WALL Oft BARRIER
SRIOOE OR PEOESTRM PgElAILI.R
RARING JOIM FLLER
ADJACENT TO CURB DRAWN BY SAS
BARRIER - SEE SIDEWALK (STEEP FI.L SLOT I
CONTRACT PUNS ME COMRACT? WALL OR BARRIE
I. ON'R IT . ISSUE DATE 05/04/2017
rLUSy I 1ST• CURB NOT INCLUDED IN BIO ITEM- SKIEWALII
— I/TI R
TRUNCATED DOMES VERTICAL ALL YB'IIN, PREMDLDED
SLOPE VARIES " sE=_DEUL .01M FLLER jTVP.I 1T SEAL
6 CONCRETE SIDEWALK OR ADJACENT TO CURB AND RAILING OR WALL 1a DM PRErgLDED
5-1 2 JOIM FLLER
SEE DETAIL L pE
1 R � C311 HEAVY DUTY PAVING ASPHALT THICKENED EDGE BIFFERS'RIP
ASPHALT PAVEMENT SEE DETAIL SEE CONTRACT (SEEAC1TE,nI
SEE DETAIL 1 2 c SEE L'SCAPE PLANS FOR 1 IINIR SIDEWALK ADJACENT TO WALL DETAIL
1; IrYP.I CURB NOT INUUOEDMBID REM- l
t B%Y I Sk MIN � V
c- o c- 0 24" MIN FLOW DISPERSAL SURFACES �' t In LEVEL I?
PAVEMENT FLUSH CURB ° ADJACENT TO RAIN GARDENS FINLSHED GRADE I"IW) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED >r
IF
a a a a a a a FINISHED GRADE ADJACENT TO BUFFER STRIP
FINISHED GRADE BNDGrEOFINI.H �y
( ) �- ' a' w'DE SMOOTH RAISED EDGE DETAIL CI
J Q� 36936
` TROWELED PERIMETER
I 1 4 CONT. www
EXTEND SIDEWALK tRANIVERSE
JO7W75 TO INCLUDE RAiBEJ EDGE ONA7 I
2 MIN .�: ,Lul'REeA oo�RSHO
NOT INCIUDED W BIO ITEM
For NOTES see STD PLAN 104.2.
\ Paved surfaces must comply Wlth
o o o o o o o o o o o o o o o o o / �, STD PLAN 102.1 as applicable / a BTU TA SHEET TITLE /NUMBER
SIDEWALK
Q Q Q Q Q O\ / / / / \%�\/�\\/\�\/\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ SIDEWALK ONLY
/\ CAST -IN -PLACE CONCRETE / /\ \OO\O\�/%///////////////////////////////////////-'' 2 - #4 CONT. \ o o , o o o 4" MIN CRUSHED SURFACING /\/\\\\\/ x' U"'�a IDEWALKISUSTDRANa �;'�., • �, ;�D Paving Details
`"f' JOINT AND FINISH,°D,"E,,n�pRy�
CAST -IN -PLACE CONCRETE /� �V/�V/�V/�V/� TOP COURSE �-3 4 DETAIL
E EXPANSION JOINT c CONTRACTION JOINT
4" MIN CRUSHED SURFACING ASPHALT PAVEMENT SECTION SUBGRADE
TOP COURSE 7-3/4 SEE DETAIL THIS SHEET
PUBLIC WORKS CEMENT CONCRETE STD. PLAN — 102
PPRO 'F.D
DEPARTMENT SIDEWALK
NOTE: FOR FLUSH CURB, ELIMINATE TOP REBAR NOTE: F
PRIVATE ON -SITE PRIVATE ON -SITE NOTES: PRIVATE ON -SITE Gregg Zimmerman, Public Works Administrator
ONLY 1. IN AREAS OF INTERIM ATB FINISH CONDITION, THE CURB TO ONLY ONLY
BE INSTALLED IS TO PROVIDE A 6" CURB FACE FOLLOWING 1. SEE SPECIFICATIONS FOR GENERAL ASPHALT PAVING NOTES
FUTURE ASPHALT PAVING. THE INTERIM DIMENSION IS TO BE
NTS 9" ON CURB FACE. NTS 2. STERILIZE ALL AREAS TO BE PAVED WITH SOIL NTS City Of Renton Std Plan 102
STERILANT, PRAMITOL 25E OR EQUAL AS I
C301 0
Concrete Vertical Curb 2. TRUNCATED DOMES TO BE HIGH CONTRAST COLOR, NOT YELLOW Depressed Curb RECOMMENDED BY THE MANUFACTURER. Thickened As p h a It
Edge Cement Concrete Sidewalk
R-38831 1