ENG2015-0518 ROW PERMITF E D,yf
CITY OF EDMONDS
'ie
121 5TH A VENUE NORTH - EDM ONDS, WA 98020
Inc. 1890
PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20150518
Permit Number: ENG20150518 Expiration Date: 03/07/2016
Job Address: 9300 236TH ST SW, EDMONDS Location: 9300 236th St SW
PSElnfrasource
Applied Professional Services
GO Susan att: Sidick
C/O John Gardin
1660 Park Lane
43530 SE North Bend Way
Burlington, WA 98233
North Bend, Nva 98045
(425)864-5547
LICENSE #: APPLIPS98I LD EXP: 06/14/2016
APS to pothole e)asting gas utilities to determine depth and location for design purposes. 3 locations total.
ASSESSED VALUE: WOO PROPERTY AREA: 0
SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: ( I X 1 )
PARKING: ( OXO) DURATION IN MONTHS: 0 FEE: WOO YEAR OF OVERLAY: 0 FEE: $0.00
ALLEY: ( OXO) DURATION IN MONTHS: 0 FEE: $0.00
INDEMNITY.• The Applicant has signed an application which stales he/she holds the City of Edmonds harmlessfi•om injuries,
damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or
any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
attorney fees by reason ofgranting this permit.
THECONTRACTOR IS RESSPONSIBLEFOR WORKMANSHIP AND MATERIALS FOR A PERIOD OFONEYEAR FOLLOWING THEFINAL
INSPECTION AND ACCEPTANCEOFTHEWORK.
• Traffic Control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must
be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their
possesion.
• Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved
material prior to the end of the workday- NO EXCEPTIONS.
• Three sets of construction drawings of proposed work are required with the pemut application.
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS
THIS APPLICATION IS NOT PERMIT UNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED
Printed: Thursday, January 07, 2016
BY
FILECOPY (�INSPECTOR COPY APPLICANT COPY
STATUS: ISSUED
ENG20150518
• Restore ROW to City standards
• Restore Landscape to like or better conditions.
• Call for locates of underground utilities prior to any excavation.
• Alert affected residents and/or businesses prior to work start.
• Conform to approved working drawings and Traffic Control plan.
• Boring not approved with this permit.
• Utility patch restoration to be in accordance with Edmonds Standard detail E2.3
• Maintain erosion & sedimentation control. Keep street clean.
• Call for required inspections as noted.
• Traffic Control per approved plan and MUTCD. Referto City of Edmonds traffic control requirements.
• Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is
caused by or occurs during the pemutted project.
• Sound/Noise originating from temporary construction sites as a result ofconstruction activity are exempt fromthe noise limits
of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. Due to the proximity ofthe school,
work hours for this project are limited to between 10AM-3PM, M-F except Jan 28 & Feb 12 (no work permitted these days).
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims fordamages of
whatever nature, arising directly or indirectly fromthe issuance ofthis permit. Issuance ofthis permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance
provision.
• E Traffic Control
• &Engineering Final
PARTIAL INSPECTION
PARTIAL INSPECTION
FINAL INSPECTION APPROVED
IJAN
DATE:
DATE:
INS PEC'11ONS
INITIAL:
INITIAL:
INITIAL:
NOTES:
NOTES:
SIGN SPACING=X (FEET) (1)
FREEWAYS 8 EXPRESSWAYS
5Sl70 MPH
1" *(OR AS
PER MUTCO)
RURAL HIGHWAYS
60166 MPH
800'±
RURALROADS
45155 MPH
NO:.,
RURAL ROADS 8 URBAN ARTERIALS
35140 MPH
J50'f
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL 8 BUSINESS DISTRICTS
25IJ0 MPH
200't
URBAN STREETS
25 MPH OR LESS
100'f (2)
ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
Date: 12/16/15 Author: CHRIS DUNHAM (206) 571-1867 Project: VAC EDMONDS
1 OF3
A Comments:
NOT TO SCALE THIS PLAN IS FOR LOCATION #1
(1) All spacing may be adjusted to accommodate interchange ramps, TAPER AND SIGN
at -grade Intersections, and driveways. DISTANCE THAT WILL BE USED
(2) The spacing may be reduced in urban areas to lit roadway conditions
MINIMUM TAPER LENGTH (L) IN FEET
Lane Posted Speed (m 1
Width
Feet 25 30 15 40 45 0 55 11 65 70
10 105 150 205 26 450 500 550
11 115 165 225 295 495 550 605 660
12 125 180 245 320 540 600 660 720 780 1840
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SIGN SPACING=X (FEET) (1)
FREEWAYS& EXPRESSWAYS
5590 MPH
1500L(OR AS
PER MUTCD)
RURAL HIGHWAYS
60/65 MPH
800,
RURAL ROADS
45155 MPH
5 '+
RURAL ROADS & URBAN ARTERIAL$
35140 MPH
350'L
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
25/30 MPH
200'L
URBAN STREETS
25 MPH OR LESS
100'L (2)
ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
Date: 12/16/15 Author: CHRIS DUNHAM (206) 571-1867 Project: VAC EDMONDS
2 OF 3
A Comments:
NOT TO SCALE THIS PLAN IS FOR LOCATION #2
(1) All spacing may be adjusted to accommodate interchange ramps, TAPER AND SIGN
at -grade intersections, and driveways. DISTANCE THAT WILL BE USED
(2) The spacing may be reduced in urban areas to fit roadway conditions
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feel
25 30
Posted Speed (m
35 40 45 0 55 60 65 70 1
10
105 1 150
�', 205 26 450 500 1550 1
11
115 165
225 1295
495 550 j 605 6"
12
125 1 180
245 320
1 540 ; 600 660 : 720 780 840
6'"-2 --is.
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END PERVIOUS/
IBEGIN IMPERVIOUS CONCRETE
4 PLAN �?I
O 10 20 40 60
�i SCALE IN FEET
1 t�' week oE-
SIGN SPACING=X (FEET) (1)
FREEWAYS B EXPRESSWAYS 55170 MPH
1500i(OR AS
PER MUTCD)
RURAL HIGHWAYS 60/65 MPH
800'i
RURALROADS 45/55 MPH
5 '+
RURAL ROADS 8 URBAN ARTERIAL$ 35/40 MPH
J50'i
RURAL ROADS, URBAN ARTERIALS p5/JO MPH
RESIDENTIAL 6 BUSINESS DISTRICTS
200't
URBAN STREETS 25 MPH OR LESS
100'f (2)
30F3
NOT TO SCALE
ALL SIGNS ARE 4e" X OB" BLACK ON ORANGE UNLESS OTHERWISE \
DESIGNATED.
(1) All spacing may be adjusted to accommodate Interchange ramps, - TAPER AND SIGN
at -grade intersections, and driveways. �D/STANCE THAT WILL BE USED
(2) The spacing may be reduced in urban areas to fit roadway conditions
MINIMUM TAPER LENGTH (L) IN FEET
Lane Posted Sped (m
Width
Feat 25 30 35 40 45 55 60 65 70
10 105 150 205 28 1 450 500 550
11 115 165 225 1295 _ 495 $50 605 660
12 125 180 246 320 540 600 660 720 780 840
N
Date: 12/16/15 Author: CHRIS DUNHAM (206) 571-1867 Project: VAC EDMONDS
A Comments:
THIS PLAN IS FOR LOCATION #3
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END PERMOUS/
BEGIN II&MVI CONCRETE
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' I STA 5+62.29 IE 434.5 EX 0 CL 1-COE�LESTRIE
END PERVIOUS/ RET NING WALL
CONCRETE i
BEGIN IMPERVIOUS I
PLAN
I
0 10 20 40 60
SCALE IN FEET
4W WNt'tt
2)�'
114AVIXI
EXISTING RIGHT-OF-WAY
0 HMA CL 1/2' PG 64-22
CEMENT CONC. PAVEMENT
' RETARIIRG WALL
,
P H zu- 3 r
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CURB RAMP TABLE
RAMP
STATION
OFFSET
EAST RAMP
LANDING
WEST RAMP
AO
0+23.60
5,48' LT
&0'
6.86'
NA
O
0+23.48
5.50' RT
NA
6.86,
6.17'
NOTE: WIDTHS LISTED ARE AT BACK OF CURB.
STATION AND OFFSET IS TO CENTER OF LANDING AT BACK OF CURB.
CURB LAYOUT POINTS
N
STATION
OFFSET
DESCRIPTION
1
0+32.72
15.24
PC, R=10.50'
2
0+22.25
4.88
PT
3
0+29.01
4.99
PC, R=75,00'
4
0+70.40
11.47
PT
5
5+32.59
30.18
PC, R=36.00'
6
5+62.78
13.00
PT
GENERAL NOTES
1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER
TYPICAL SECTION SHEET 4.
2. MAINTAIN CONTINUOUS ACCESS TO DRIVEWAYS AND ALL ADJACENT
PROPERTIES.
3. FOR REMOVALS, SEE SITE PREPARATION PLAN, SHEETS 7 & 8.
4. FOR CHANNELIZA11ON AND SIGNING PLAN, SEE CHANNELIZATION PLAN,
SHEETS 14 & 15.
5. PROVIDE 48 HOUR NOTICE PRIOR TO WATERMAIN SHUT -OFFS.
SHUT -OFFS SHALL BE CONTROLLED BY THE OLYMPIC VIEW WATER
AND SEWER DISTRICT. VALVES ARE OPERATED BY AUTHORIZED WATER
DISTRICT PERSONNEL ONLY.
6. CONTRACTOR SHALL COORDINATE WITH OLYMPIC VIEW WATER AND
SEWER DISTRICT. WATER & SEWER SYSTEM RELOCATIONS AND
ADJUSTMENTS IDENTIFIED ON THE PLANS TO BE PERFORMED BY
OTHERS. OLYMPIC VIEW WATER AND SEWER (425-774-7769)
7. CATCH BASIN TYPE 1, FRAME & GRATE SHALL BE PER WSDOT
STANDARD PLANS B-5.20-01, B-30.10-01, AND B-30.30-01.
CONSTRUCTION NOTES
Oi MATCH EXISTING.
OINSTALL CEMENT CONC, SIDEWALK, PER CITY OF EDMONDS STANDARD
DETAIL E2.13 AND TYPICAL SECTIONS, SHEET 4.
OINSTALL 18' CEMENT CONIC. TRAFFIC CURB AND GUTTER TYPE A, PER
CITY OF EDMONDS STANDARD DETAIL E2.8.
OINSTALL PERVIOUS CEMENT CONIC. SIDEWALK PER TYPICAL SECTION,
SHEET 4.
OINSTALL CEMENT CONC. DRIVEWAY ENTRANCE, PER CITY OF EDMONDS
STANDARD DETAIL E2.26, AND DRIVEWAY PROFILES AND DETAILS,
SHEETS 12-13.
O6 INSTALL DRIVEWAY PER PROFILES AND DETAILS, SHEETS 12-13 .
OMODIFIED CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT
STANDARD PLAN F-40.12-02
10 MODIFIED CEMENT CONC, CURB RAMP TYPE SINGLE DIRECTION A, PER
WSDOT STANDARD PLAN F-40.16-02,
12 ADJUST WATER VALVE BOX TO GRADE BY OTHERS.
14 ADJUST GAS VALVE TO GRADE BY OTHERS.
15 ADJUST SEWER MANHOLE TO GRADE BY OTHERS.
i6 ADJUST WATER METER BOX TO GRADE BY OTHERS.
17 RELOCATE MADRONA SCHOOL BOLLARDS AND CABLE BARRIER SEE
SPECIFICATIONS.
18 ADJUST CATCH BASIN TO GRADE.
19 INSTALL PERFORATED PVC UNDERDRAIN PIPE AND CLEANOUT PER
DETAILS, SHEET 6.
21 CONNECT NEW STORM SEWER PIPE TO EXISTING CATCH BASIN.
22 ADJUST CATCH BASIN TO GRADE AND INSTALL RECTANGULAR SOLID
METAL COVER PER WSDOT STANDARD PLAN B-30.20-02,
STORM DRAINAGE
OSTORM DRAINAGE STRUCTURE NUMBER. SEE STORM DRAINAGE
PROFILE, SHEET 11 FOR STRUCTURE INFORMATION AND NOTES.