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(RESIDENTIAL, WITH BUFFER!
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PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
J DEPARTIAENT ENTRANCE - TYPE RIB
0
A PORTION OF THE SE 114 OF THE NW 114 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
1
MIN I
1. VARIES V
MIN 7rn }.TIN
T
MIN
SPECIAL NOTES
!
[
IN THE EVENT TRANSAERSE PATCHES EXIST
WITHIN THE AFFECTED STREET, THE LENGTH
I
11
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EMSTIND PATCH WITHIN 10
I
FEET OF THE EDGE OF THE PATCH REOUIRED
FOR THE NEW CROSSING AND ANY
5U$SEOUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
I
SO ON UP TO A TOTAL OF 300 FEET-
II I
TRAFFIC FLOW 1 {
I 1I i
2" H µA ;
2' TO B" HMA
III
6.5' µIN-
2- DEPTH OF
PLANING OR SAWCUT
AND REMOVE
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
VARIES: 6-5' MIN-
T'DEPTH
VR1ilE5
MIN µIN
OF EXISTING PAVEMENT
MIN MIN
2' SAWN AND REMOVE
OR PLANE. SEAL WITH
2- - 6" MIN- HMA (SEE NOTE 2)
AR-4000W
�6-
[EACH SIDE)
CRUSHED SURFACING TOP COURSE (CSTC)
2' HMA
(9-03.9(3)) PER WSOOT STANDARD
SPECIFICARDINS, COMPACTED TO 95% MODIFIED
PROCTOR,
SAWCUT AFTER BACKFILL
(LION SIEfE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
BORROW (9-03-14(1)A PER
WSDOT
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GECTECH REPORT, COMPACTED TO 9SX,
MODIFIED PROCTOR -
MOTH MPRO OF TRENCH AS REODOT STANDARD
BY SITE OF CATIOPROPOSED
PLUS N ENTALL (SEE E FOR STANDARD SPECIFICATION F-pg 4)
PLUS AN ALLOWANCE FOR ANY SMNSHORING, IF PIPE ZONE BEDDING- MATERIAL- SEE STANDARD
NEEDED. SHALL MEET THE REQUIREMENTS
TS OF WSOOT PLAN 1TO.1
STANDARD SPECIFICATION 7-00.3(1)8
TRENCH WIDTH
For NorEs stD PLAN 104.2
FOR NOTF�.. SEE STANDARD PLAN 1TOA
TYPICAL TRANSVERSE PATCH FOR PLAN - 11q
STD. PLAN - 1U4.3 .■� PUBLIC WORKS ,, • .
F' '1 E ❑ a„ DEPARTMENT FLEXIBLE PAVEMENT OR RIGID 1'
P M _ J 1 PAVEMENT WIT" OVERLAY Isho
6miM Ilmmef r% Puhllc Works Administrator
INITIAL 2' DEEP SAWCUT OR GRIND. AND
LIMIT OF FINAL OVERLAY- CRIND AND PAVE
FULL 57REET +MOTH OVERLAY REQUIRED
EDGE OF EXISTING PAVEMENT
EDGE OF TRAVELED LANE (EDGE STRIPE)
VARIES: 4,5' MIN. (SEE STD PLAN T1D.1)
CENTER OF ANY MARKED LANE LINE,
PROVIOE NEW CHANNi"LJZATION AFTER OVERLAY
SECONDARY FULL DEPTH SR SAWCUT FOR
PROPOSEO TRENCH
INITIAL 2- DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY, GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED
FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1
STD. pl" -
PUBLIC WORKS REGUIRED SAWCUT, GRIND AND ;'I'fi
DEPARTMENTOVERLAY FOR LONGITUDINAL TRENCHES
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
110
OacuSign Envulupu ID: 6EECF5BS-602A-4E4A-8436-A317AA638878
FRAME►4NG VANED GRATE
41, 8-, 1 F. OR 24-
>- ONE ♦rs BAR ROOD FOR T HEIGHT
INCREMENT (SPACED EpUA1LLY),
SF NOTE I
RECTANGULAR ADJUSTMENT SECTION
93 SAL2 EACH CORNER
I �
_ f
43 BAR EACH SIDE
#3 BAR EACH WAY
PRECAST SASE SECTION
$03 BAR HDGP
N3 BAR EACH
CORNER 18MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS
DEPARTMENT
OF WAs�t
� 8285
1011912023 I N0.
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
Msioe
MAME7ER
REINFORCED OR PLAIN
GONGRETE
12-
ALL METAL PIPE
16,
CPSSP',
i2-
57D. SPEC. 9-05.28
SOLID VMEL PVC,
BTD- SPEC- 9-08.12(t }
75.
PROFILE WALL PVC,
STD- SPEC. 9-09. 1212)
1$,
' CORRUGATED POLYETHYLENE STORM
SEWERPIPE
NOTESt
I- AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS }PLACED IN
ACCORDANCE WI TH STANDARD SPECIFICATION
9-D5-50[9}), Oft WIRE MESH HAVING A FANIMUM ARFA OF
0.12 SQUARE p'DC1iE3 PER FOOT SHALL BB USED WITH
THE MINIMUM REQUIRED RESAH SHOWN IN THE
ALTERNATIVE PRECAST BABE SECTION. WK MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS, AS AN
ACCEPTABLEALTERNATIVE TD THE REBAR SHOWN W
THE RFGTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED -
THE KNOCKOUT DIAMETER SHALL MDT BE GREATER
THAN 2D-- KMOCKO1FM SHALL HAVE A WALL THICKNESS
OF,?- MINIMUM TO 2.5" MA_)MAUM PROVIDE A I,S"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PWF IS.N tTALLED,
FILL THE GAPVATH JOINT MORTAR IN ACCORDANCE 9WTH
STANDARD SPECIFICATION 9-04-3,
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE S FEET.
4- THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN,
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1H24V OR STEEPER.
B. THE OPENING SHALL BE MEASURED AT THE TOP [IF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER TkF
INLET HAS BEEN PLACED- USE GROUT TYPE 2 FOR
NOMSHRiNK APPLICATIONS IN ACGOROANCC WRH
STANDARD SPECIFICATION 9-20-3421_
8 ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH 8TANGARD
SPECIFMATLON 9A{.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS. ANO
FRAMES-
9- MORTAR SHALL BE. MIXED AND APPLIED PER
MANUFACTUREMS OIRECTIONS.
Itl_ FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTL FRAME IS FLUSH WITH PAViMENT AS
DETERMINED WfTH A STRAIGHT EDGE DI-_ SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AHD
REMAIN VISIBLE UPON COMPLETION,
UNLESS 0141E 9 W HE NOTE P, PRA W ING 5 NOT TO KALE I"
STD. PLAN - 20100
[YpRmto.
CATCH BASIN TYPE 1 GAZ 9/28/2018
n'ni4 amn•.npaio, VATL
:45 AI
VARIES: 4.5' MIN,
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
(SEE NOTE 2) T'
EDGE OF PAVEMENT, EDGE
1'
OF CURB & GUTTER, DP.
MIN-
MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03:9(3)) PER WSDOT STANDARD
2 SAWCUT AND REMOVE
SPEC€FCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-4Daow
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03A9), GRAVEL BORROW (9-03.T4(T)) PER
- WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEpTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF0
95% MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD 5PEGIFICATIQN 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING- SHORING, IF
REQUIRED By THE WSOOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS .OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSU0T STANDARD 5PEGIFICATI()N 7-08-3(1)B
' FOR STORM ANO WATER PIPE, PER STD PLAN 220.0
F- • FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH ` FOR JOINT UTILITY TRENCH, SAND WITH 95Z
PASSING A #4 SIEVE AND LESS THAN 59 PASSING
A #200 SIEVE
NOTES
1 WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE 50 CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER 15 GREATER,
2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, do INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL 3" PG B4-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN S".
RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4"-
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK ANIO/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5, IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH' KAN- 114.1
PUBLIC WORKS FOR FLFJQBLI'e PAVEMENT OR i'F H S T:il
DEPARTMENT R1401D PAVEMENT WITH OVERLAY
Docu5igr) Envelope ID 6EECF5B6-602A-4E4A-S436-A317AA638878
CLEAN SURFACE AND BOTTOM AREA
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE 80TT13M AREA OF THE
ADJU STME NT SECONN
FRAME AND VANED GRATE
ADJUSTTIIENT SECTION
I
I
1
I
�
�
f
i
1
�
SEE NOTE 4
NOTM
1. THE COVER pR GRATING OF A CATCH BASIN SHALL NOT 13E ADJUSTEQ TO FINAL GRADE UNTIL THE FINAL ELEVATFGN OF THE PAVEMiENTGUTTER.
DITCH. DR SIQEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GE4fLN BY THE ENGINEER TO
MORTAR IN PLACE I N ACCOIZOANCE WITH WSDOVAPWASTANDARD SPECIE ICATION 7-M3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE THE USE GP SHIMS IS PROWSITEO.
3. A CONTINuOus LAYER OF MORTAR SHALL M PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TD PLACEMENT.
4. ONLY BY APPROVAL OF THE CITY- THE USE OF BRICKS M PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE ARU N LNG BOND OR Y,BOND.
5: BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTFON WITH MORTAR
15, MORTAR SHALL MEET THE REpUIRE1,kT5 qF WSDp71APWA 5YAN D.ARD SPECIFICATION
T- PICKY LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUY TYPE 2 FOR NON -SHRINK APPLICATIONS FN ACCORDANCE WITH STANDARO
SPECIFICATION 9.20.3(2).
8, MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURE R'S DIRECTIONS.
9, FRAME SHALL BE ADJ05TE13 TO PAVEMENT GRAVE BY TAPPIM3 UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT FDGE OF
SUFFICIENT LENGTH.
10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN V1518LE UPON MmPLE tKm
UN LE55 ETTHE7Wl51' NOTED. DRAWING IS NOT TG WA:F INT5I
STD. PLAN - 202.00
PUBLICWORKS R.
DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1
oArE
:45 A
Know what's below.
R - 418108 Call before you dig.
SURVEYED: SCALE:
KMR 1 »_ 20, VERTICAL: NAVD 1988
DESIGNED: •
HORIZONTAL: NAD 1983/1991 CITY OF
[;R
SRS R E N T O N
DRAWN:
CVP •
ONE INCH DATU M
CHECKED: CJA AT FULL Sc ALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
REVISION BY DATE A P P R APPROVED: WALE SCAACCORDINGLY
AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11/10/22 (DATE SIGNED)
BY: KEVIN M. REESE
4 11110122
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGA T SHORT PLAT ASBUIL TS
CONSTRUCTION DETAILS II
O
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N
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IN
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DATE:
1011912023
FIELDBOOK: N/A
PAGE: NIA
QD
Q
DRAWING NO:
20547
SHEET:8 OF: 9