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.A CEMENT CONCRETE DRIVEWAY MD• PUN - I MPUz
ENTRANCES - NOTES AND DETAILS ../
CEMENT CONCRETE
DRIVEWAY ENTRANCE
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FBI MOMS W SM PLAN 1012
®I M. PLAN IOaA
R PLIHIJc WORKS CEMENT CONCRETE DRIVEWAY
UEPARTMEST C3Be�RedNC-MUAXB (WITH BUFFER)��
CEMENT CONCRETE DRIVEWAY
ENTRANCE WITH BUFFER
SPECIAL POPE
INNi ME EAMTOMµSVERSE PATCHES EAST
MN THE AFFECTED STREET E LENGTH
OF ME PATCH SHALL RE FIBBED TO
INCLUDES ANY EMONG PATCH WHIM 10
MET A HE EDGE OF THE PATCH REEUIRM
FOR ME NEW OSI AND
DEMOCRAT PATCH ME WTHINY 10 FEET
OF THE EDGE GF TIE SECOND PATCH AND
OF
ON UM TO A TOTAL OF 3M FEET.
TRAFFIC CLOW
2' HN
2-TO 6'
6:5 win -1
2- DEPTH OF
PLANING OR SAMdrt µO REMOVE
OF ALI OR
OF PAVEMENT
ON
s MIN,
1• Y 1' Y VARIES 1' I' DEEM Of EXISTING PAVEMENT
MIN I HIM Nlry xlx
C SAWCUT AND REMOVE 1
OR PLANE SEAL AM 2- - e' MIN. RMA (YE NOTE 2)
µ-4WDw
(EACH SIDE)
S' CRUSHED SURFACING TOM COURSE (CSTC)
2' HMA I (SPEan 3)) PER WEVOCOMPACTION
TIONSTATO RD
95
III WECDCADMs CGMPACIED i0 85R MODIFIED
PROCTOR
SAWCUT AFTER BACKFILL
(EACH SOFT µK RUN GRAVEL FEE TRENCH BACKBLL
MOM IMPROVEMENT
TRENCH PS REWIRED BY SIZE OF PROPOSED
VEMENT (SEE WORSTAS
RED BY SIZE
OF PROPOSED
ORS) Ills—J
PLUSN ALLOWANCE FEE µY MOVING. SNORIP ME ZONE BEDDING. MATERIAL- SEE STANDARD
NEEDED,
SHALL MEET ME RWUIREMENTS OF MOUNT MAN OCT
STANDARD SPECIFICATION 7-08 DRUG
NOTICE MOM
FOR NOTES SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR M. PLLN - 110
!J19 PUBWC WORKS FLEXIBLE PAVEMENT OR RIGID NUNS "&D ��,, ��,I +�C DEPARTMENT PAVEMENT WITH OVERLAY l614
TRANSVERSE PATCH
FOR FLEXIBLE PAVING
VARIES: 4,5' MIN.
LINE
AWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2' - 6- HMA J
(SEE NOTE 2) 1'
E OF PAVEMENT E
1' OF CURB & CUTTER, OR
MIN,
MIN, CENTER OF LANE MARKING
2" HMA (SEE MOM 2)
6' CRUSHED SURFACING TOP COURSE
(CSTC) (9 03.91 PER WSDOT STANDARD
Y SAWCUT AND REMOVE
WECIFCATIGNS, COMPACTED TO 95%
OR PLANE. SEAL WITH
MODIFIED PROCTOR
AR-40DOW
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
9). GRAVEL BORROW (9-03.1 PER
ASCII
WSOOT STANDARD SPECIFICATIONS OR NATIVE
NA
WRITING
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON CEOTECH REPORT COMPACTED TO
WIDTH OF TRENCH AS REWIRED BY SIZE OF �. 95% MODIFIED PROCTOR,
PROPOSED IMPROVEMENT (SEE WEDGE
STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING IF REOUIRED BY ME WSDOT STANDARD SPECIFICATIONS
NEEDED. SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-08.3(1)B • FOR STORM AND WATER PIPE, PER STD PLAN 220,0
• FILE SANITARY SEWER, PER SM PLAN 405
TRENCH WIDTH ' FOR JOINT UTILITY TRENCH, SAND WITH 95%
PASSING A A'4 SIEVE AND LESS THAN 53 PASSING
A p200 SIEVE
NOTES:
1. WHEN EXISTING PAVEMENT IN A AN R IRI LANE TIN NG A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION C SATIN INDEX G OF JO OR LESS THE EXISTING PAVEMENT IN THAT LANE AND
FOR Mpi DISTANCE 50 CLASSIFIED, SHALL BE REMOVED AND REPLACED HMA MATCHING THE DEPTH
USED IN TAIL EXISTING STREET OR ME DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL. &INDUSTRIAL ACCESS STREETS - MATERIAL AND MICKNESS
SHALL BE HMA CL � PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 61.
RESIDENTIAL ACCESS STREETS - HMA CL } PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS MAN 4
3. WHEN ME 'SAWCUT AFTER BACKFILL' ENCROACHES INTO AN ADJACENT LANE. CURB & GUTTER OR
SHOULDER. THE AFFECTED LANE SMALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED ON REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5, IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIOEWAUK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH M. PLAN - 110.1
O PUBLIC WORKS FOR FLEXIBLE PAVEMENT L ('TIT Ilk
DEPARTMENT RIGID PAVEMENT WITH OVERLAY 1
TYPICAL LONGITUDINAL PATCH
FOR FLEXIBLE PAVEMENT
/ �!G/A�C✓ TACO MA • S EATTL E
�oa, aAd}�48R®� S PO KAN E • TRI-CITIES
�&WrONA6 DTGt 2215 North 30th Street, Suite 300 Tacoma, WA 98403
uS/rvsgar 253.383.2422 TEL 253.383.2572 FM WWW.ahbimm WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RECORD NOTE 12/03/2020 CITY �F _
® A ASSEDD R TI eHM.� HMM'"px1"M: Hme nano ", WALKER MAZDA DEALERSHIP 7/29/2019
SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO \
BE RELIABLE. All IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR \M ML p T! AS-BUI LTS
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT PS ^E'NTON PAGE
�A RESULT THOSE RELYING ON THIS RECORD COMMENT ME ADVISED TO LwAeI[ ML AHBL JOB #2160100.11 III
I, OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT �� DATUM
KnowwhaYs`QIOW. FORANVPVRPOSE 6MOR@ SKwwmMW, Planning/Building/Public Works Dept. CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS SHIM:
CaII before YOU d19. NO. REVISION BY DATE APPR DMR c A6E01°M\e a 20 ff. A
R-406719
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