APPROVED ENG PLN - DRIVEWAY SITE PLANLANE CLOSER WILL BE REQUIRED TO PERFORM THE WORK IN Applicant shall repair/replace all INSPECTION REQUIRED PRIOR TO STARTING ANY
THE RIGHT-OF-WAY. FLAGGERS SHALL BE REQUIRED. SEE damage to utilities or frontage WORK IN THE RIGHT-OF-WAY. SCHEDULE
ATTACHED TRAFFIC CONTROL PLAN FOR LAYOUT AND SIGNAGE. improvements in City right-of-way INSPECTIONS THROUGH MYBUILDINGPERMITS.COM
TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED. per city standards that is caused or
occurs during the permitted project.
SITE
\a V
DRIVEWAY LOCATION
SCALE 1 "=20'
ORIYEVIAV CURB TRANSmGNAL OEFaL
FOR CURR ANO GURER OR VERTICAL CURBS
D sw.LL BE PDDRED sEPauTnr F NON THE snEwAFx. CM .BPEDDDN REDURED DR FDRN .ERR
°csrc �rvnciiD �ro 'Ossx rE.�xiMu "'LL BE F, .—N, DF a nFac a+D sxnu eE vucED ON z OF s/r
i S)— DE sNV.L BE CDNPILiED M BS — DENBIF+.
O V ASPNaT SAxtlrt Fur BE REDuiRED wRx CURB/(aIIER iNSfK—. — TO CDE BID DR TR-BAD.
OD
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�wvnuN ,/2' UP 0 cur,uF. ,RaisFmN
oIF IV. NIT —() MEL BER� DRRBRBRB a», MEN I—TING M EaBDND SIDENaN.
oFINISH
CITY OF EDMONDS DRIVEWAY APPROACH rSTANDARO
oieTYPE I
PUBUC WORKS
DEPARTMENT ARFPRwm R.. R —541
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ENGINEERING DIVISION
APPROVED AS NOTED
MY W40~ R 06/02/2021
VV
BLD2020-0479
ENG2020-0037
VERTICAL CURB SHALL BE
REQUIRED WHERE EXTRUDED CURB
IS REMOVED. SEE ATTACHED DETAIL
POWER
POLE
19.9:
2' SAW CUT AS
REQUIRED
GUTTER 34.00'
\ (OVERALL)
12.00' \
6.00'(RAMP)
o.
TRANSITION
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DRIVEWAY APPROACH TYPE 1
LAYOUT DETAIL APPROVED BY PLANNING
SCALE 1 "=5' 1 // ry
May 26 2021
IMPERVIOUS SURFACE
ADDED = 1 527 Sq. Ft.
GENERAL NOTE:
CONTRACTOR TO VERIFY ALL DIMENSIONS ON
FIELD PRIOR TO START CONSTRUCTION
ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
CITY OF EDMONDS STANDARD DETAIL SD-642 OR ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
APPROVED EQUAL EXCEPT ON SLOPES 33% OR GREATER. UTILITIES MAY REQUIRE A SEPERATE PERMIT.
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REVISION SHEET
May19 ! 1 1/1
CITY OF EDMONDS
DEVELOPMENTSERVICES
DEPARTMENT
05/ 16/ 2021
INSPECTION REQUIRED
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
I > 22,000 lbs.
< 45 MPH
45-55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100,
123'
172'
74'
100,
150,
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
300'
ONE LANE .�
ROAD
AHEAD
48"
48" W20-4 48. W20-7A
ROAD BE
WORK PREPARED
AHEAD TO STOP
48" 48"
W20.1 W20-7111
W20.7B (OPTIONAL IF
40 MPH OR LESS)
LEGEND
FLAGGING STATION
b TEMPORARY SIGN LOCATION
D CHANNELIZING DEVICES
PROTECTIVE VEHICLE
SIGN SPACING = X (1)
RURAL HIGHWAYS 60 165 MPH
800't
RURAL ROADS 45/55 MPH
500'i
RURAL ROADS & URBAN ARTERIALS 35/40 MPH
350't
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
200't (2)
URBAN STREETS 25 MPH OR LESS
100'i (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
50. TO 100'
6 DEVICE
MIN I I R
O AREA
59TO 100'
6 DEVICE
W20-7A
ONE LANE
ROAD
AHEAD�
W20-4
W20_7B (OPTIONAL IF
40 MPH OR LESS)
481, 48'
BE ROAD
PREPARED WORK
To STOPrr AHEAD
48" 48" 48. 48'
Or . W20.713 ONE LANE W20.1
ROAD
AHEAD
48" 48"
W20-7A W20-4
BE
PREPARED > W20-713 IONAL IF
40 MPH OR(OPTLESS)
TO STOP
48'
W20-7B
48'
ROAD
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
1 10 TO 20
40
WORK NOTES
AHEAD
48' 1. ALL SIGNS ARE BLACK ON ORANGE.
ONE -LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NOT TO SCALE
2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS
FOR ADDITIONAL DETAILS.
4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
Plot 1
TIME 3:05:14 PM
s•"•s
"WAS
FED.AID PROJ.NO.
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Washington State
Department of Transportation
.ss
TC7�
DATE 1/212018
PLOTTED BY Ilddelf
DESIGNED BY
+". x... Ex
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ENTERED BY
CHECKED BY
c"x.xnm x"wnox
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TRAFFIC CONTROL PLAN
PROJ. ENGR.
REGIONAL ADM.
REVISION
DATE
BY
CURB
PAVEMENT WIDTH
1 /2" R
10" 2"
1 /2" R
° a u'e
N
° ° a
12
24"
ROLLED CURB/GUTTER (SEE NOTE 10)
(NOT TO SCALE)
HMA DEPTH SHALL BE 4"
FOR RESIDENTIAL ROADS
AND 6" FOR ARTERIALS
NOTES:
SEE NOTE 13
EXISTING PAVEMENT
C-5/8" 8 1/4"
/4 ---
MINUS CSBC
CONCRETE VERTICAL CURB (SEE NOTE 11)
(NOT TO SCALE)
1 /2" R
2"-5/8" MINUS CSTC
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.
3. FULL EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE, AND ADJACENT TO ANY CONCRETE
SIDEWALK.
4. FULL EXPANSION JOINTS SHALL BE EVERY 10 FEET.
5. FULL EXPANSION JOINTS SHALL HAVE 1 /2" WIDE PREMOLDED JOINT FILLER.
6. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX.
7. FINISH SHALL BE LIGHT BROOM.
8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT, UNLESS
OTHERWISE DIRECTED BY CITY ENGINEER.
10. FOR CUL—DE—SAC AREAS AND TO REPAIR LIKE CURBING ONLY, AND/OR AS APPROVED BY CITY ENGINEER.
11. FOR REPLACEMENT OF EXISTING VERTICAL CURBING ONLY AND/OR AS APPROVED BY CITY ENGINEER.
12. A 2—FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER.
13. FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER
WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD
5-04.3(4)A.
14. NATIVE SUBGRADE CSBC AND CSTC SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAX. DENSITY.
`St. JB9-
REVISION DATE
CITY OF EDMONDS ROLLED AND VERTICAL APRIL 2021
CURBS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH T R - 5 21