ENG2020-0155OF WAY PERMIT
PERMIT NUMBER
City of Edmonds
AveRIGHT
9:01 1 1
www.cityofedmonds.gov
Description: GAGE REPLACING DRIVEWAY APPROACH - WIDENING WITH C-G
ISSUED: 05/05/2020
Address: 8933 179TH PL SW EDMONDS WA 98026-5313
EXPIRES: 11/01/2020
Permit Type: RIGHT OF WAY Permit Subtype: RESIDENTIAL Parcel Number: 00459000000200
NAME TYPE NAME ADDRESS PHONE
APPLICANT ADAM GAGE 1 (714)788-8985
CONTRACTOR DOWN RIGHT CONCRETE 22918 49TH AVE SE, BOTHELL WA 98021 (425)412-0455
OWNER GAGE ADAM & LINDSEY 1 SAINT MORITZ ST, ALISO VIEJO CA 92656
FEE INFORMATION
DESCRIPTION AMOUNT PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT
$40.00 $40.00
ENGINEERING INSPECTION FEE
$220.00 $220.00
RIGHT OF WAY MINOR PERMIT FEE
$110.00 $110.00
RIGHT OF WAY STANDARD PERMIT FEE
$330.00 $330.00
•
REQUIREMENT TYPE
NOTES
TRAFFIC CONTROL 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 posession.
RESTORATION 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
WARRANTY The contractor is responsible for workmanship and materials for a period of one year following
the final inspection and acceptance of the work.
INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM
24 HR NOTICE REQUIRED
INDEMNITY
The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of
any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments
or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of
granting this permit.
VAIA-34Aall YA
THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW
DATE
Printed: Tuesday, May 05, 2020 1:09:40 PM 1 of 2
RIGHITF WAY PERMIT
City of • • •
•:• •ENG2020-0155
www.cityofedmonds.gov• •
CONDITIONS
CONDITION TYPE
Easement and/or permission from adjacent property owner is required prior to entry or work within
ADJACENT PROPERTY
an adjacent property.
Work approved under this permit may or may not qualify as an essential or allowed activity per the
Governors Stay Home, Stay Healthy Order. Refer to the Order and the Citys website for up-to-date
information related to development activities during COVID-19. Issuance of this permit does not
COVID-19 NOTICE
certify that construction is allowed to immediately occur, and inspections may or may not be granted
accordingly. Construction activities and all required inspections will resume when the Order has been
lifted.
Contractor/Owner shall be responsible for repair/replacement of all damage to utilities and/or
DAMAGE TO FRONTAGE
frontage improvements in city right of way per city standards that is caused by or occurs during the
IMPROVEMENTS
permitted project.
ALERT AFFECTED RESIDENTS AND/OR BUSINESSES PRIOR TO WORK START.
ENGINEERING OTHER
RESTORE LANDSCAPE TO LIKE OR BETTER CONDITIONS.
CALL FOR REQUIRED INSPECTIONS AS NOTED.
ESC REQUIRED
Maintain erosion & sediment control per city standards.
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
HOLD HARMLESS
any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of
this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements
of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision.
Sound/Noise originating from temporary construction sites as a result of construction activity are
exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on
SOUND OR NOISE
weekdays and 10:OOam to 6:OOpm 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.
UNDERGROUND UTILITY
Call for locates of underground utilities prior to any excavation.
LOCATES
INSPECTIONS
INSPECTION TYPE
DATE
RESULT
COMPLETE
MA�
A-1 TESC AND MOBILIZE
E-5 DRIVEWAY SLOPE
X-2 ENGINEERING FINAL"
E-7 CONCRETE SIDEWALK
E-7 CURB
E-7 DWY APPROACH
Printed: Tuesday, May 05, 2020 1:09:40 PM 2 of 2
Of EVIL10
PROJECT NAME:
ROW PERMIT NO.: ENG 2020-0155
ISSUE DATE: 5/5/2020
RIGHT-OF-WAY CONSTRUCTION
PERMIT APPLICATION
(� f,GAi b �t>iZ IA) s✓ W A
CONTRACTOR:•
Mailing Address;, (� � Ov-- SC,
State License #: DW0?4Z - "6� I At
City Business License #:
Cq2;' 412- o4j5:7
NIsKE !.1� i.S�r') co�'J`t- C--r° t( -
CONTACT: k>A
Phone #:
Fax #:
Email #: ACAA(�aE q E_G .-x:L _ CAA�_
ALiability Insurance X Bonded
ADDRESS OR INTERSECTION OF CONSTRUCTION:' S7Z I '� ` 11
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: I
Commercial
❑ Multi -Family
Subdivision
ZI Single Family
❑ EUC (PUD, VERIZON, PSE,
COMCAST, OVWSD):
Is this permit part of a blanket permit?
City Project
❑ Other
❑ Yes Pq No
ANY ASSOCIATED PERMITS? BLD# ENG#
Traffic Control (Only)
DESCRIPTION OF PROPOSED WORK (Be Specific) : I L A CZAAL E.0-r—
Ta
`rb .
WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO Z Year:
PAVEMENT CUT:
CONCRETE CUT:
❑ Yes Q No
❑ Yes No
If yes, indicate size of cut:
If yes, indicate size of cut:
x
x
RiGHT-)F-WAY
DURATION
Ci,C).rtiRE
(NUMBE11 OF MONTHS)
Sidewalk 48 Hrs + j I + X LF
Alley 72 Ifrs + I A — ....., �.
L F SF
Parking 72 Hrs t LsF X --_ .L fit'
APPLICANT TO READ AND SIGN
*Traffic control and public safety shall he in accordance with City iegLj1at1tnis as regUired by the City
Engineer. Every fiagger must be trained as reituired by (W A(') 2ti6-I i5-305 and must have certitteat 1011
verifying; completion of the required training in their possessiuil.
*Restoration is to be in accordance: With C itv codes and Standauk. All sireet-cut trench work shall be
patched With asphalt or City approved inaterial prior to the end of the workelay - No i XC FVI IONS,
Indemnity: The Applicant has signed an application which states hetshe hold the City of
Edmonds harmless from injuries, damages or claims of any kind or description
Whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or
any of its departments or employees, including defense costs and attorney fees by reason
of granting this permit.
i have read the above statements and understand the permit requirements and acknowledge that I insist
follow all requirements in order for the permit to be valid.
DACE .��--)
SIGNATURE f�'(r ,C —
`'C ra r ent 3/ 11 l z o
NO WORK SHALL BEGIN PRIOR '14) l,1q(M1'I' lSSlJANL'l1,
C-c�kz� Gz,e --
�;o
11�6--PR V1 \- L 'S rI IL LTVW R LM
**Install Type III driveway
approach per COE Standard
Detail TR-543 attached.**
0 o ram■ ��y o i� o z■
l
1
ig�(.t"��- A
i
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R
1
3a rm-ro }VL-
-t &W -rp SA LF`
1,400 SF total new/replaced
impervious, per property owner.
a T.
M
Street tree approved to be -
removed by Public Works
and Parks Departments.
TRANSITION 5
DRIVEWAY WIDTH O STANDARD 1/2"
PANEL
FULL DEPTH CONCRETE
11 EXPANSION JOINT SIDEWALK
Q (TYP) SEE COE STD
O DTL TR-531
w
2 Z
b\I
p
NIA
W
W
O
o
Of PLANTER I
Of
I PLANTER
Q
CONCRETE CURB DRIVEWAY APPROACH
3'
AND GUTTER, SEE SIDE SLOPE (TYP)
O8
COE STD DTL FLOWLINE
SLOPE AS NEEDED
TR-520 TO MATCH PLANTER
DRIVEWAY APPROACH GRADES
DRIVEWAY APPROACH
WIDTH VARIES O 5' MIN 8'-12'
2' MIN 7
SAWCUT
Og 8 % V� _ 2% MAX SLOPE
r,
ROUNDING
..........
6" CONCRETE
DRIVEWAY APPROACH
2" 5/8" MINUS CSTC
COMPACTED SUBGRADE 10
SECTION A -A
NOTES:
O1 CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR
TO POUR.
2 CONCRETE SHALL BE CLASS 3000.
3
FINISH SHALL BE LIGHT BROOM.
O4 FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT
SPACING IS 10' CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20', EXPANSION SHALL BE PLACED AT
CENTER OF DRIVEWAY.
O5 DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT
RAMPS.
O6 A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER.
O7 FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH.
O8 MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH.
O9 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520.
10 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
11
INSTALL MINIMUM 5—FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK.
REVISION DATE
DRIVEWAY APPROACH
JANUARY 2018
CITY OF EDMONDS
TYPE III
om PUBLIC WORKS
STANDARD
DEPARTMENT
DETAIL
s } g
T R - 5 43
APPROVED BY: R. ENGLISH
SIGN SPACING
= X (1)
RURAL ROADS & URBAN ARTERIALS
35 140 MPH
350't
RURAL ROADS, URBAN ARTERIALS,
25 130 MPH
200't (2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
25 MPH OR LESS
1001t (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.
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
Posted Speed (mph)
WIDTH
(feet)
25
30
35
40
45
50
55
60
65
70
8'
40
40
60
90
-
-
-
-
-
-
10'
40
60
90
90
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
48' 48"
ROAD
WORK SHOULDER
AHEAD 48 WORK 4s
W20-1 W21-5
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 lbs.
HOST VEHICLE WEIGHT
> 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
WORK AREA j
50,
IVIVI� Aupllcarat sl—aall re pair/replace al�
cJa mega to utllltlas or fro stag
Improveme=r�ts Ir-� Clty rrg l-it—of—way
par clty J r-a cl ar=J— that Is taus cf
occ rs durl rag tFaa Pa rm lttacl proJact_
CHANNELIZATION DEVICE
SPACING feet
MPH
TAPER
TANGENT
35/40
30
60
25/30
20
40
NOTES
LEGEND
1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT).
K TEMPORARY SIGN LOCATION SHOULDER CLOSURE -LOW SPEED 2. ALL SIGNS ARE BLACK ON ORANGE.
O CHANNELIZING DEVICES
(40 MPH OR LESS)
PROTECTIVE VEHICLE
NOT TO SCALE
FILE NAME S:\Desi n R P& SW-Standardsl2-Plan Sheet Libra 101-Published PSL\ TC Work Zone Traffic Control\ TC-5 Shoulder Closure - Low Speed 40 MP or Less)\TC-5.dgn Plot 1
TIME 2,59,41 PM s Tr FED.AID PROJ.NO. AmokRux Rrr
DATE 1/212018 Y�/�
PLOTTED BY Ilddslf WAS �I/ TCS�
DESIGNED BY Joe xo..ER
ENTERED BY Washington State a...
CHECKED BY coxTRnm x iounox xo. Department of Transportation oR
PROJ. ENGR. re DATE TRAFFIC CONTROL PLAN x.ee�a
REGIONAL ADM. REVISION DATE BY