ENG2021-0399 ROW PERMITRIGHT OF WAY
MINOR PERMIT
PERMITNUMBER,
City
of Edmonds
121 5th Ave
N, Edmonds WA 98020 ENG2021 -0399
www.cityofedmonds.gov
Description: POTHOLE AT 6 LOCATIONS FOR CITY'S PHASE 9 SEWER REPLACEMENT
ISSUED: 10/12/2021
Address: 121 5TH AVE N EDMONDS WA 98020
EXPIRES: 04/12/2022
Permit Type: RIGHTOF WAY MINOR Permit Subtype: CITY Parcel Number: 00434400100300
NAME TYPE NAME
ADDRESS PHONE
APPLICANT APPLIED PROFESSIONAL SERVICES
43530 SE NORTH BEND WAY, NORTH BEND WA 98045-9289
(425)888-2590
INC.
CONTRACTOR APPLIED PROFESSIONAL SERVICES
43530 SE NORTH BEND WAY, NORTH BEND WA 98045-9289
(425)888-2590
INC.
OWNER EDMONDS CITY OF
250 5TH AVENUE N, EDMONDS WA 98020
FEE INFORMATION
DESCRIPTION
AMOUNT PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT
$40.00 $0.00
RIGHT OF WAY MINOR PERMIT FEE
$110.00 $0.00
THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW
10/12/2021
RELEASED BY // DATE
Printed: Tuesday, October 12, 2021 12:03:41 PM 1 of 2
WAY MINOR .UM PERMIT
City of • • •
www.cityofedmonds. ov/425.771.0220
CONDITIONS
CONDITION TYPE
Easement and/or permission from adjacent property owner is required prior to entry or work within
ADJACENT PROPERTY
an adjacent property.
It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in
DAMAGE TO FRONTAGE
City right of Ways or Easements to City Standards caused by or occurring during the permitted
IMPROVEMENTS
project.
Alert affected residents and/or businesses prior to work start.
Verify clear bore crossings.
ENGINEERING OTHER
Restore landscape to like or better conditions.
Call for required inspections as noted.
ESC REQ
Maintain erosion and sedimentation control per City and SWMMW standard requirements.
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 7:00am to 6:00pm on
SOUND OR NOISE
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.
TRAFFIC CONTROL
Traffic Control per approved plan and MUTCD. All Flaggers shall be certified.
All utilities shall be located prior to any excavation. New locates shall be called for if at time of
UTILITY LOCATES
excavation, original locates are no longer identifiable.
INSPECTIONS
RESULT
INSPECTION MEN
X-2 ENGINEERING FINAL**
Printed: Tuesday, October 12, 2021 12:03:41 PM 2 of 2
ENG2021-0399
ofEpMO4o� RECEIVED
RIGHT OF WAY CONSTRUCTION
PERMIT APPLICATION OCT 07 2021
Complete and submit this Application in accordance with the Submittal.
/'V . i s`0 Re Right -of -Way Requirements outlined in permit Handout E6�. CITY EMONDS
q -p DEVELOPMENT
OPP MENT
SERVICES DEPARTMENT
If any field is not applicable to your project, write "N/A' instead of leaving ular1n.
All fields required. Incomplete Applications will be denied.
SECTION A
General •
Project Name City of Edmonds Phase 9 Sewer Replacement
Site Address or if no site address use Property Address at NW corner of project area: 76 t h Ave W & 2 3 9 t h P 1 SW
Associated Permits: BLD PLN ENG
Owner and Entity Holding Franchise (if applicable)
Name of Company Franchise Ordinance No:
Point of Contact
Title
Address
City
State
Zip
Phone
Email
Contractor and Authorized Agent of Owner (see note below)
Name ofCompany A lied Professional Services
Contractor Contacts During Construction
Primary Name John Gardin
Agent Name John Gardin
'title Division Manager
Title Vacuum Division Manager
Mobile (425) 864-5547
Address 43530 SE North Bend WaV
Email johncr@a-pslocates.com
City North Bend
I State WA
Z'p 98045
Secondary Name JOhnathan Gohlke
Phone (425) 888-2590
Title Project Manager
Email johngLdapslocates.com
Mobile (206) 920-3277
City of Edmonds Business License NO:NR— O 14 5 5 9
Email jdq@apslocates.com
State License No: A P P L I P S 9 81 L D
❑ Contractor verifies it is currently bonded
i Contractor verifies it currently has general liability insurance
NOTE: ECDC 18.6o. o2o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city
engineer.
❑ Multifamily residential ❑ Commercial X City project
❑ Single family residential subdivision ❑ Single family -other ❑ Industrial
❑ Demo and rebuild or from vacant land?
❑ Other, please specify:
❑ Utility Franchise Work associated with development (check one of the above boxes as welt
❑ Traffic Control Only (no associated development)
❑ Utility Franchise Work (no associated development)
City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021
Include an overall narrative description of the proposed work. Be specific and detailed:
Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc.
Include whether this is construction, maintenance, or repair.
Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for
underground utilities, etc.)
APS to pothole existing utilities at 6 locations to obtain the depth
and location for design.
RIGHT-OF-WAY
CLOSURE
AREA
TOTAL
DURATION
(Number of Months)
Sidewalk 72 hours +
LF
I x
LF
SF
Alley 72 hours +
LF
Ix
I LF
SF
Parking 72 hours +
LF
Ix
I LF
SF
SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C.
1. The work in the right of way is on or for the following type of facilities:
❑ telecommunications ❑ cable ❑ power z gas
❑ water ❑ sewer ❑ storm
Details of Work to be Completed
1. Does the utility owner have existing overhead infrastructure in the area of work?
Yes
No
x
2. Will any equipment be added underground or above ground (e.. pedestals, vaults, etc.)?
x
If yes, describe:
3.
Does the proposed work connect a lot or commercial development with utilities that serve more
than one lot or commercial development?
x
4.
Does the work involve rebuilding or relocating an existing aboveground utility system which
connects a lot or commercial development to an existing underground common utility stem?
x
5.
Does the work involve proposed additions to an aboveground utility stem? If es:
x
Are the additions for the purpose of serving new commercial development?
x
Are the additions for the purpose of serving a single-family residential subdivision?
x
Details
of Work to be Completed
Yes
No
6.
Does your project involve rebuilding or replacing utility equipment which currently serves more
than one lot or commercial development?
If yes, answer the following questions related to project area, i.e. the actual area in which the
x
project is proposed:
6a.
Does your project involve wires/cables/lines? If yes:
x
How many are existing? I I How many are to be added?
City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021
6b.
Does your project involve poles? If yes:
X
How many poles are existing in the project area?
What is the height of the existing poles?
How many poles are to be removed?
Are additional poles to be laced?
How many? I I What is the height of the additionalpoles?
6c.
Are any poles to be modified/rebuilt/replaced? If yes:
X
How many? I I What is the height of the poles after?
Describe the modification rebuild:
SECTION C
Traffic Control and Public Safety. 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 possession.
Restoration. Restoration shall be in accordance with City codes and Standards. All street cut trench work shall be
patched with asphalt or City approved material prior to the end of the workday -NO EXCEPTIONS.
Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to
any permit approval.
Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials,
officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever,
foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or
omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose
acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and
specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any
respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the
expiration, revocation, or termination of any resulting permit approval.
Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and
requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to
the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal
Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable
requirements of state and federal law.
Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a
licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by
owner to act on its behalf and have authority to bind the owner to this application.
Fees. The Applicant is responsible for all permit fees.
APPLICANT SIGNATURE: *%
APPLICANT PRINTED NAME: John Gardin
APPLICANT TITLE: Vacuum Division Manager
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
10/7/2021
City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROLAND DRAINAGE
3
E
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
PH3, 246 ft S of
239th Centerline.
ExESTs5P'C
STA A1+00
Confirm location of
SS
DE AT
$T SS LAT-202.
CONNECT TO EXIST SSMH 17-74
REMOVE EXIST GUT AND
SSROMH
bend.
T P/L, TYP
iDERE-CHANNEL
Ixu
rE wOoii��ooxc
25ft S f
DNN
MO
UMENTHIR®MISIRYo
S
r
�PI-11,
239th Centerline
_ CAP AND ABAN E
8"SS IN PLACE,
IST
P 2
N o s
z m
c arrr
_
- - __--e rr
_ -
- _- _- 0 �-_ C __�
ccon xracr
ar Aft
om�nL+
4 a s
eL
CLEANOLIT TABLE
HOUSE
NO.
STREET
STATION
OFFSET
OS
7610
239TH PL SW
A2+30
21.6' RT
O
23921
76TH AVE W
A2+76
32.8' IT
O3
24002
76TH AVE W
A3+53
20.6' RT
O4
24005
76TH AVE W
A3+56
36.1' IT
OS
24016
76TH AVE W
A4+25
21.6' RT
E T r _ -- E Pv C.rr-
_— ---,r _ --\ —� r-- �E_G
6' - 7
xui.iob'.5 —� ` — -- _--�\---_—__--__ _—_ y -F 6"CI W- _-- —----6"CIW--_— — -6"0 W.—_—r +
+_ --Do ------- _ _ 6'CI W - — ——
`� — .� 'Z — ��R---
CsE.,oe.� �6, ` N \ �o as ws�iaFENT �, ice\ i I = iT�\
76TH Y3VE W. d n a ry
U 1.
2" PVC Applicant shall repair/replace all
6 £ i Ail, W "
\6„�__--12.6D----=----='--� rsDa- L— a ----�-�-- ----, �D — Z w damage to utilities or frontage
-- _ _" improvements in City right-of-way
PROTECT EXIST -- \-�----- i a per city standards that is caused or
MONUMENT , -r `\ \ \� _cx.vxuxx rtxaj A ONac
a� �'u'. aEJ occurs during the permitted project.
PH2, 136 ft S of CAP AND ABAN EXIST SSI 24� z�(((rz'9 / Ix�rl S 2ns�ir O
7606 � •\ \ rs- \ 1 IT IN PLACE, 11 I i 21 Ba �y6w a ¢ W zz� (rz'cavc)
/�.....
z/�s"cJ HUNDIIE
BR.DON `eor co-r �A�NO) a�yry 239th Centerline 1- STA A3+73 KERNS E A TIO
,E S Ij —(1Q S s FURNISH & INSTALL:
\ `,STA A1+32 i 1-SSMH PER CITY STD
FURNISH &INSTALL: DET GU-421
/\> 1-SSMH PER CITY I 20 10 0 20 40
\� STD DET GU-421 STA A3+79 5' LT
\ \ REMOVE EXIST BRICK
\, PLAN'
_ ✓ SSMH 17-75 SCALE IN FEET
SCALED: 1-20'
315
310
305
300
295
290
285
oNN
u
Ri
s
s
_-_--{T-
i
___ --
C/L PIP
H
n
v
EX B
COME
H
_________
----
4
w_--------------
4
O
55
00
SLP=0.0
065
________
ry
SS
H-148"
r------
V
STA___
A1+32
2
1 LF 12" p
I
_________
M t+
IE(
N)12"(N)=
00.02
=0.03
6
W
JE(
UT)12"(S)
299.92
IE
OUT 12" (
)=301.0
191 LF
2" PVC SS
=
ST
A3+73
Q
RI
IE
=298.37
N)12"(N)-
92.55
IE(
UT)12"(S)
292.45
315 ENGINEERING DIVISION
APPROVED AS NOTED
310 jdl LVQU,.n,t 10/12/2021
VV
305 RECEIVED
300 OCT 07 2021
295
290 CITY OF EDMONDS
DEVELOPMENT
zes SERVICES DEPARTMENT
AO+80 Al+00 Al+20 Al+40 Al+60 Al+80 A2+00 A2+20 A2+40 A2+60 A2+80 A3+00 A3+20 A3+40 A3+60 A3+80 A4+00 A4+20 A4+40 A4+60 A4+80
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT 3 0% S U B M ITTA L
NOTICE TED pR Ey 4yED*
SITE1EET
DESIGNED
CITY OF EDMONDS 76TH AVE W -
La RAMIN ETz7PHASE 9 SEWER PLAN & PROFILE C-1
IF THIS MR DOES
NOT MEASURE V ]AM murraysmilh 'REPLACEMENT PROJECT STA Al+00 TO STA A4+80
THEN DRAWING IS NOTTOSEALECHECKED --------. Jr..,_o6 of XX
SEE SHEET C-5 g4+00
TC", sTA PH5, 26 ft IN of CB,
°A T=,.
MA Q confirm location of bend
INSTALL NEW 6" PVC LAT & � xurEzesis-
RECONNECT EXIST SS PVC PER ,Yq\ PROTECT EXI
CITY STD DET SS-202, MATCH
EXIST SS LAT LOCATION AT P/L TAM V %r z " \_ \ TREES, T'P
OR EASEMENT BOUNDARY, TYP a�,NNux �N N t,� � � /��\ AN EXTP D- z
PH4 75ftIST F
UNKNOWN %' C Of n6 00 1
ADDRESS p£ `A 1 1 J l.i aR0 I
US POSTAL SERN�F- \I 'i -- CT EXIST B" W
\I' - & VALVES, TYP
STA B4+59-
REMOVE EXIST SSMH 5-325 - _ _
FURNISH & INSTALL: B. PyC
1-SSMH PER CITY STD /w IW 0 S/W 'DI iN S/
W e
DET GU-421 G-
1-INSIDE DROP CONNECT 8 PVC
11
111
PH6, 62ft N of CB
.T EXIST 1 V" PE 1
U G P - , o
TDI W. o�—v Di III, 5LW
— — — — 8 PVC B7+00 — —
PER CITY STD DET SS-22y—
— — —
PROTECT EXIST PH 3 6T VE W. 3
— I lO24"DIW
DIW "DI W- -
—
_20. —
UGP T -UG - .1 SD- UGF SD— -T .TUG 3^S _ W GP 12�5D—
PROTECT EXIST
4"STW IPG1-1
STABS+28
_
MPreo=
-zn N
�I 1
I
102� - N STA B6+78
T2" 1 CON N ECT TO EXIST CITY
�I (r(ai asn)c) i
FURNISH &INSTALL:
1-SSMH PER CITY O
- ( 1
Reference CB
POPE 2I
2ss.s (ia•aivl 1 OF LVNNWOOD SSMH
= STD DET GU
!
(i2PM)
{{ _c�;
11
RM i
1
u AAGLE
CAP AND ABAN EXIST
8" SS IN PLACE
°r a 16
1
NILSON
-
;06 (12-1) E tli S
eorzsoz eor T+e.i
[ 1 1 (Peon
,ENT °.� r o di za to 4� f{ o
nr�
cxaN2 1
j
.
/�
PLAN
1 PROTECT EXIST UGP
` 1 SCALE IN FEET
J
SCALE: 1"=20'
265
260
255
250
245
240
235
265
260
255
250
245
240
235
B4+00 B4+20 B4+40 B4+60 B4+80 BS+00 BS+20 85+40 B5+60 B5+80 86+00 B6+20 B6+40 B6+60 B6+80 B7+00
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE TED LY ` 4yED*DESIGNEDNIS�RDDES murraysm�rth
HEN DUWINE I" ]AM NOTTOSCALEG IS CHECKEDBY REVISION �. 1B9
3
_;
to
'h
o
+
;
Izzi
v
$a2
v
aWG
_
EXI
TGR@
C/
PIPE
-
ru�
'�
-
�2w
�LU
- -
-
-
_
w
8 LF
8" PVC SS
SLP=0.0048
I
Q8"
CONC 5
_ _
_
_
9 LF 8" PV
55
_
142
LR-8'PV
- - - -
SLP=0.00
0
Lt
___
_-_ S
P=0.0050
_
'EX z4"CON
55
SSMH
148"
24' CONC I
5
IE 8" IN
W)=246.7
L
----
SSMH 5-3
SP
STA
5+28
STA B4+5
RIM=
54.50
RIM -257A
9
IE(IN
8"(SW)=2
7.67
SSM
-248"
IE(IN)8"(
)=248.11
IE(0
)8"(N)=24
.5]
STA
6+70
IE(IN)6"(S
)=250.60(EXIST
DR
P)
RIM
251.94
IE(OUT)8"(
E)=248.0
IE(IP
IE
)=24
T " NE =
.86
4 .]
CLEANOUT TABLE
HOUSE
STREET
STATION
OFFSET
,,O.
OI
18218
76TH AVE W
B4+51
3.8' LT
RECEIVED
OCT 07 2021
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
30% SUBMITTAL
SITE 2
CITY OF EDMONDS 76TH AVE W -
PHASE 9 SEWER PLAN & PROFILE C-6
REPLACEMENT PROJECT STA B4+00 TO STA B7+00
PRCECTNO.:20-2775.01 SCALE: AS SHOWN I D TE: SEPTEMBER 2021 11 of XX
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'
SIGN SPACING = X (1)
RURAL HIGHWAYS 60 165 MPH
800't
RURAL ROADS 45/55 MPH
500't
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't (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.
ONE LANE .
ROAD
AHEAD
48" 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) RECEIVED
LEGEND OCT 07 2021
FLAGGING STATION
b TEMPORARY SIGN LOCATION
D CHANNELIZING DEVICES
PROTECTIVE VEHICLE
50. TO 100'
6 DEVICE
MIN I I R
O RK
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 > W20-76 IONAL IF
40 MPH OR(OPTLESS)
TO STOP
48'
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50/65
10 TO 20
60
35/45
10 TO 20
60
25/30
1 10 TO 20
40
W20-711 ENGINEERING DIVISION
APPROVED AS NOTED
48'
ROAD �0✓x��Q 10/12/2021
WORK > NOTES vv
AHEAD
48' 1. ALL SIGNS ARE BLACK ON ORANGE.
CITY OF EDMONDS ONE -LANE, TWO-WAY TRAFFIC CONTROL
DEVELOPMENT WITH FLAGGERS
SERVICES DEPARTMENT
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.
.e
" E
Amokxnx
�
�I/
Washington State
Department of Transportation
.ss
TC7�
DATE 1/212018
PLOTTED BY Ildd.1f
DESIGNED BY
+". x... Ex
sx.E.
o.
ENTERED BY
CHECKED BY
c"x.xnm x"wnox
xo.
TRAFFIC CONTROL PLAN
PROJ. ENGR.
REGIONAL ADM.
REVISION
DATE
BY
7630
3/4" STW-U
1967
i vvv ,
5/8" PE
1994
7615 p�
7623 199 PE
991
9
�L �Q
�N
1q
a
7610
N
5/8" MPE
2013-E 1STW-U
197970
7620 16
3/4S T W
1963 24:
24004 �
24002 24
123'W
23907
J
5/8" MPEI 1 1 /8" MPE
2006-E a, 2006-E !2�
23917 w�
Approximate
location of
potholes, see
sheet C-1
V
w
v
uj
93'S N
1 1/8" MPE
2011-E
23921
24005
v v 2 3'N 5/8" PE
252'S 1993
173'N,24'E T
4" PVC Casingq
707017432-2003JT
23931
5/8" Mf
2002
24007
5/8" MPEI
2003
t
-`
24009
,b�;
RECEIVED
- 168'E
5/8" MPEI
766'E'
003 O C T 07 2021
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
311/4"PEIP7' 76TH AVE W
18212 67S T 863404 32'E
,214 99 5 MPE 1Cn
99
18205
� W
199'7MPE
a
C e PE
199
1994
Approximate
\O location of
72'`" M potholes, see
T T sheet C-6
3o T 804'N
216 �
76�14
PEAVE W
5/8" PE /
1994
869S T 1 1/4" PE 1 1/4" MPE IP 1'N
32'N 9504156
18218 18223
76TH AVE W-
® 5/8" PE
1990
18125
1 1 /8" MPE
2011-E 18201
18211
W
c\,
�V 222'E
E
® 2009MPE
18219
T��7
S CL 250'E
1 1/4" PE
251'E
a 10 3'N S CL5/8" PE8301 1988
5/8" PE
1988
7524
751
5/8" PE 7525
1988
\ 5
2
18309 RECEIVED 7531
OCT 07 2021
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT