ENG2021-0135 ROW PERMITRIGHT OF WAY EUC PERMIT
PERMIT MBER
City of Edmonds
:0- 1 1 C
www.edmondswa.gov i
Description: COMCAST-BORE CONDUIT AND PULL NEW FIBER TO 210 RAILROAD AVE
ISSUED: 01/31/2023
Address: 190 W DAYTON ST EDMONDS WA 98020
EXPIRES: 07/31/2023
Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27032300406400
NAME TYPE NAME ADDRESS PHONE
APPLICANT COMCAST 1525 75TH ST SW, EVERETT WA 98203 (425)921-8201
CONTRACTOR Cablecom LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)668-1300
OWNER EDMONDS PORT OF 336 ADMIRAL WAY, EDMONDS WA 98020-7214
-M FEE INFORMATION
DESCRIPTION AMOUNT PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00
ENGINEERING INSPECTION FEE $110.00 $0.00
RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $0.00
REQUIREMENTS
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
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.
RELEASED BY: MAJ DATE: 01/31/2023
Printed: Tuesday, January 31, 2023 12:30:48 PM 1 of 2
RIGHT OF WAY EUC PERMIT
PERMIT NUMBE3
City of Edmonds
www.edmondswa.gov • •
CONDITIONS
CONDITION TYPE
ALERT RESIDENTS
ALERT AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO WORK START.
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.
MAINTAIN EROSION AND SEDIMENTATION CONTROL PER CITY AND SWMMW STANDARD
ESC REQUIREMENTS
REQUIREMENTS.
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 for damages of whatever nature, arising directly or indirectly from the
HOLD HARMLESS
issuance for 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.
SCHEDULE REQUIRED INSPECTIONS AS NOTED THROUGH MY BUILDING PERMIT.
INSPECTIONS
www.mybuildingpermit.com
POTHOLING
VERIFY CLEAR BORE CROSSINGS.
RESTORE LANDSCAPE
Restore landscape to like or better conditions
Sound or 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 AND NOISE
weekdays and 10:OOam and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all
other times the noise originating from construction sites and activities must comply with the noise
limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
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
INSPECTION TYPE
DATE
RESULT
COMPLETE
A-1 JOB START
X-2 ENGINEERING FINAL**
E-7 TRAFFIC CTRL
Printed: Tuesday, January 31, 2023 12:30:48 PM 2 of 2
RECEIVED
0\ t u,tl(-).
APR 08 2021
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
ROW PERMIT NO.: ENG 2021-0135
ISSUE DATE:
RIGHT-OF-WAY CONSTRUCTION
"VC. I3'�J PERMIT APPLICATION
PROJECT NAME: JB-613572 CONTACT:
CONTRACTOR: Cablecomm, LLC
Mailing Address: 1316 BONNEVILLE AVE, BLDG A,
SNOHOMISH WA 98290
State License #: CABLE*971DP
City Business License #: NR-021818
Jourden Lawrence
Phone #: 425-921-8201
Fax #:
Email #:
j ourden_lawrence@comcast.com
❑x Liability Insurance ❑x Bonded
Tracking application under 190 W. Dayton St.
ADDRESS OR INTERSECTION OF CONSTRUCTION: 210 RAILROAD AVE, Edmonds, WA 98020
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT:
❑x Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only)
❑ Multi -Family ❑ Single Family
x❑ EUC (PUD, VERIZON, PSE,
COMCAST, OVWSD):
Is this permit part of a blanket permit?
ANY ASSOCIATED PERMITS?
❑ Other
❑ Yes ❑ No
BLD# ENG#
DESCRIPTION OF PROPOSED WORK (Be Specific) : The proposed work in the right of way is to
dig and intercept 4" conduit on north side of W Davton St. overset with new vault: bore new
2" conduit from ROW to private (approx 25' in ROW) towards address 210 RAILROAD
AVE. Edmonds. WA 98020: Dull new 90' of 24ct fiber from vault on south side of W Davton
St toward address 210 Railroad Ave.
WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ❑ Year:
PAVEMENT CUT: ❑ Yes x❑ No If yes, indicate size of cut: x
CONCRETE CUT: ❑ Yes ❑x No If yes, indicate size of cut: X.
RIGHT-OF-WAY
CLOSURE
AREA
TOTAL
DURATION
(NUMBER OF MONTHS)
Sidewalk 48 Hrs + LF
X
LF
SF
Alley 72 Hrs + LF
X
LF
SF
Parking 72 Hrs + LF
X
LF
SF
APPLICANT TO READ AND SIGN
*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 is to 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.
Indemnity: The Applicant has signed an application which states he/she 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 must
follow all requirements in order for the permit to be valid.
SIGNATURE �` DATE 4/8/21
Contractor or Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
16' Lane width
42' EOP to EOP
SEE SEE
NOTE 1 NOTE 1
ROLL SPACING
(MIN 50' MAX 100')
O O
0
*Spotter to assist pedestrians
through work zone
BUFFER SPACE
(SEE TABLE A)
D 0 0 0 o 0 to o 0 0 o 0 0
<Nx>>
WITH
TAPER LENGTH
(SEE TABLE A)
W1-4L
SEE SEE
NOTE 1 NOTE 1
E3 IM E2 E3 I@ a�� 111111�
****40 o 0 0 o 0 0 o 0 0 0 0 o
O O O O O O O O O O O O
TAPER LENGTH
(SEE TABLE A)
o 0 t w 0
TRAFFIC CONTROL INSPECTION SHALL BE
REQUIRED WHENEVER WORK ZONE IS SET UP
ROAD ROAD
WORK NARROWS OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
AHEAD ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
W20-1 W5-1
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
TABLE A
SPEED
(MPH)
TAPER LENGTH
FOR SHIFT WIDTH
CONE SPACING
(FT)
BUFFER
SPACING
5'
6'
TANGENT
TAPER
(FT)
25
26'
31'
25
20
55
30
38'
45'
30
85
35
51'
61'
35
120
40
67'
80'
40
170
45
113'
135'
45
220
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
W20-1
ROAD
WORK
AHEAD
W DAYTON ST k4
I
NOTES LEGEND
1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR 0 CONE OR CHANNELIZING DEVICE SEE STANDARD
RESIDENTIAL STREET (25 MPH) AND 350' FOR ARTERIAL DRAWING 713.
ROADWAYS.
2. FLASHING BEACON INSTALLED AT EACH SIGN FOR
NIGHT-TIME USE (OPTIONAL).
ENGINEERING DIVISION
. - A " .'7TED
3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER.
1 /31 /202�
- Owv
4. SPOTTERS REQUIRED TO CONTROL TRAFFIC WHENEVER
THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO
APPROVAL FOR ALL WORK
RECEIVED
ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT
IN CITY RIGHT-OF-WAY.
(FLAGGING REQUIRES 3 OR 4 SIGN SETUP).
COMCAST TO
APR 08 2021
COORDINATE WITH ALL
5. FOR ALTERNATE LANE SHIFT WIDTH REFER TO MANUAL
WORK ON CUSTOMER'S
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PRIVATE PROPERTY.
CITYODs
TABLE 6C-2 PAGE 6C-10.
DEVELOPMENT
SERVICES DEPARTMENT
6. SIGN SIZE PER MUTCD.
7. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR SPECIFIC TITLE TRAFFIC CONTROL PLAN
INFORMATION ON THE TRAFFIC CONTROL PLANS SEE 2 LANE ROADWAY:
CURRENT MUTCD.
PARTIAL LANE CLOSURE
Route Overview
Completed By:
KCS
Address:
210 RAILROAD AVE, EDMONDS, WA 98020
Completion Date:
3/20/2021
Footages
^ � � A � T
(�J) IProject
Survey Revision Date:
New Aerial Coax
0
Overlash Coax
0
New UG Fiber
677
Survey Revision Task ID:
New Aerial Fiber
0
Overlash Fiber
0
Existing UG Fiber
0
Engineered For:
ISP Footage
0
New UG Coax
0
Total Aerial
0
Manager:
Conduit Only
0
Existing UG Coax
0
Total Underground
677
P2 ID:
JB0000613572
Are Additional Pages Needed
No
Total Private Footage
0
Legend
,,n4e %/�.
C
�� Ili .•••
Existing Vault
New Vault V
❑
Existing U/G
Pole
Lock Box
♦O`s�`�~,e,�
\. ♦ e ♦eeti.� p.
. - :�`: �� ❑ - � / ❑ �
•, .. e: •- . ; CONTINUE PULLING 1-24CT INTO
'•'�>-�`o``• f
PROOF AND PULL 1-24CT FIBER � ������ eo1 � � 210 BUILDING TO SERVER
55
Footage 150'
FROM TIE IN TO VAULTS LABELED i� %;.`;�.�e�
LOCATION. LEAVE COIL FOR
E
Existing Aerial
Text Box Text
"SYSTEMS" �1 3
\
7; ''' xi': r
INSTALL
, TA
New U/G
Callout Arrow
y
i ` , % ❑'
?' �, . •xs"
! ', ��
New Aerial
0
�. ;� 73,
'•r.
Interior Path
New Tap
Phase Identifier
�., !� _%♦ ,I��►�I i
3 ' / iP �,
o •�
Footage Break
�•� '� ' �'.
Power Supply PSI
Fiber Splice Point H
Hard Surface Cut OC
Storage Loop
. .i
>•
AV
Route Overview
Provide Clear Detail about the Project/�
Construction Notes:
�^ ° ` • j _.,
-
ENGINEERING DIVISION RESUB
"7TED Jan 12 2023
BORE 120 AND PULLBACK 1-2" Im
CONDUIT TO VAULT IN / •'< .� ;.
CITY OF EDMONDS
11 /31 /2023 DEVELOPMENT SERVICES
SIDEWALK LABELED "SYSTEMS"��
tI�
I..DIG
DEPARTMENT
r.
194'
AND INTERCEPT 4"
40.
APPROVAL FOR ALL WORK
- CONDUIT ON NORTH SIDE OF W
-�
IN CITY RIGHT—OF—WAY. Applicant shall repair/replace all
DAYTON ST. PLACE NEW
24"x36"x36" VAULT in
COMCAST TO damage to utilities or frontage
improvements in City right-of-way
LANDSCAPE BEHIND SIDEWALK
COORDINATE WITH ALL per ndards that is caused or
occurs durriingthe permitted project.
- -•, '•
WORK ON CUSTOMER'S
0 : 2
Ai
PRIVATE PROPERTY.FW-
,
.+ ..
lid
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
PROOF EXISTING 4"-
�< ,
COMCAST CONDUIT
AND PULL NEW FIBER '= Q 65' `
PLACE NEW STRAP OUT OF '
ail✓
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
CROSSING W
CASE SP.WALY.8815 IN
VAULT AND TIE IN
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
DAYTON ST
'l
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
La!s.
„• ,.tea.
_. �� I %4!�n. It �ci► ':,.' '-�'- - —
O Map data C92020 Gooqle. C2021
Route Overview
Completed By:
KCS
Address:
210 RAILROAD AVE, EDMONDS, WA 98020
Completion Date:
3/20/2021
Footages
COMCAST
Survey Revision Date:
New Aerial Coax
0
Overlash Coax
0
New UG Fiber
677
Survey Revision Task ID:
New Aerial Fiber
0
Overlash Fiber
0
Existing UG Fiber
0
Engineered For:
ISP Footage
0
New UG Coax
0
Total Aerial
0
Project Manager:
Conduit Only
0
Existing UG Coax
0
Total Underground
677
P2 ID:
JB0000613572
Are Additional Pages Needed
No
Total Private Footage
r 0
Legend
_=14wo
_9+r ,7
. - . N.
• r �,.•'f y
.
!
Existing Vault
Pole.,
New Vault ❑V
Lock Box
BORE 120' AND PULLBACK 1-2"
;
Existing U/G
Footage
g
150'
CONDUIT TO VAULT IN
SIDEWALK LABELED "SYSTEMS"
"
r
Existing Aerial
Text Box
Text
� ,'
•
120'
� -
New U/G
Callout Arrow
' °'' '
., or
�
f
New Aerial
New Tap
��
�•
.r.
DIG AND INTERCEPT 4"
Interior Path
Phase Identifier
❑1
• .
CONDUIT ON NORTH SIDE OF W
DAYTON ST. PLACE NEW
Footage Break
Fiber Splice Point
Power Supply
Hard Surface Cut
Ps
OC
o
`�fi�+=
_
24"x36"x36" VAULT in
j �- LANDSCAPE BEHIND SIDEWALK
i► �'
Storage Loop
INKROW
�°
�
..�
WORK Overview
Provide Clear Detail about the Project
Construction Notes:,
ENDEDMON CITY F
� 0
—
*ZOOM OF ROW WORK LOCATION
ROW
'
66,
r•r
lV o 6$' o . o
Dayton
PROOF EXISTING 4" COMCAST
_
—
4 CONDUIT AND PULL NEW
—
—
FIBER CROSSING W DAYTON
_.
r
STNor-
-
1
RESUB
Jan 12 2023
i PLACE NEW STRAP OUT OF
CASE SP.WALY.8815 IN
CITY OF EDMONDS
DEVELOPMENT SERVICES
EXISTING VAULT AND TIE IN
DEPARTMENT
Right of Way
Completed By:
KCS
N
° 7
�( o •- _ : E
a.
• ••• �
s
Completion Date:
3/20/2021
Address
210 RAILROAD AVE, EDMONDS, WA 98020
COMCAST
Survey Revision Date:
Survey Revision Task ID:
Footages Entered On Route Overview Sheet
Engineered For:
Project Manager:
-
P2 ID:
JB0000613572
Additional Pages Needed
No
Legend
Existing Vault
Pole
New Vault IV]
Lock Box
Existing U/G
Footage
Existing Aerial
Text Box
New U/G
Callout Arrow
New Aerial
New Tap
Interior Path
Phase Identifier
Footage Break
Power Supply
Fiber Splice Point
Hard Surface Cut
Storage Loop
w
Right of Way
Provide Clear Detail about the Project
Construction Notes:
RESUB
Jan 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
150'
Text
�1
PS
O
PLACE NEW STRAP OUT OF ;` PROOF EXISTING 4"
i CASE SP.WALY.8815 IN VAULT COMCAST CONDUIT
AND TIE IN AND PULL NEW FIBER
CROSSING W
DAYTON ST
;20 - -
65' BEER
PATIO
V
BORE 120' AND PULLBACK 1-2"
CONDUIT TO VAULT IN
SIDEWALK LABELED "SYSTEMS"
■
V
DIG AND INTERCEPT 4"
CONDUIT ON NORTH SIDE OF W
DAYTON ST. PLACE NEW
24"x36"x36"VAULT in
LANDSCAPE BEHIND SIDEWALK
1
T
PROOF AND PULL 1-24CT
FIBER FROM TIE IN TO
VAULTS LABELED "SYSTEMS"
Ir .1=
225'
Q
Grade Level Box BULK®
z4 /oiv mm aeptn
RESUB
Jan 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
M Now with Covers
FEATURES
Upgradeable
Lightweight/Strong (TIER 22)
Patented Anti -Slip Technology
Anti -Seize Bolt Technology
Industry Leader in Anti -Trip
Hazard Prevention
Superior Fatigue Resistance (EST)'"
Vertical and Horizontal Rib Design
Embedded Vertical Racking
Reduced Installation Cost
Highest Load Rating to Weight
Ratio in the Industry
TESTING CRITERIA
Covers meet or exceed:
EST'" 3 Million Cycles
Telecordia GR-902-CORE
Western Underground Committee
Guide 3.6
ANSI/SCTE 77 2013-TIER 22
EN124 Class B125
Bodies meet or exceed:
Telecordia GR-902-CORE
Western Underground Committee
Guide 3.6
ANSI/SCTE 772013-TIER 22
EN 124 Class 13125/C250
ASTM-457
AASHTO M-306 (H-20/25)
AS3996-Class B/C
PRODUCT SUMMARY
With over 90 years experience in global (OSP)
infrastructure, Channell has developed the
most advanced pit and chamber technology
in the world! Channell's BULK and SHIELD
patented designs with the complement of
SUPER BULK for roadway applications offer
global users, consumer, and craft installers
safety benefits never before contemplated, but
critical when considering new global health and
safety standards.
BULK's lightweight design increases installation
efficiencies while improving overall body weight
carrying load capacities versus concrete,
polymer concrete, and many other body
materials. Reduction of BULK's body weight
protects the safety of installers while shortening
installation times. Additionally, with BULK
bodies, cutting ducts in the field produces no
harmful dust contaminants which could lead to
installer respiratory issues.
All SHIELD covers meet or exceed 33,750
pound -force or 150 kilonewtons in strength.
They never break and offer a lid weight
reduction over concrete and polymer concrete
of 50%, and over 70% when compared to cast
iron. SHIELD's lighter weight design cover
reduces craft injuries while improving health
and safety specifications.
RESUB
Jan 12 2023
Consumers also benefit from SHIELD's
patented anti -slip design and anti -trip features.
SHIELD's cover tread design raises global
industry standards by offering 20% greater
slip resistance when compared to concrete,
polymer concrete, steel or cast iron covers.
SHIELD meets and exceeds Australia AS4586
skid specification, the highest global standard in
the world!
Overall, BULK's strength in combination with
Channell's SHIELD covers offers a universal
solution to meet and exceed every company's
needs. Safety always comes first, and that's why
BULK and SHIELD are tested to the highest
standards available in the global market and
Channell is proud to have pioneered Endurance
Stress Testing (ESTTI) which analyzes cover
fatigue in the field. ESTTM provides essential data
on the life expectancy of a SH I ELD lid in the
field and confirms its potential life expectancy.
Product design, product innovation, safety
attributes, and new manufacturing technology is
why global customers are specifying Channell's
BULK and SHIELD products for their new OSP
infrastructure requirements.
STANDARD FEATURES
lE
Anti -Slip Tread Design Anti -Trip Cover Recessed Lifting Pin Non -Seizing Bolt System Flush Mounted Sidewall Racks
with Cover Allows Field Replacement Increase Usable Space
Mounting Studs
OPTIONAL FEATURES
L-Bolt Security System
(SHIELD Cover Shown)
CITY OF E
DEVELOPMENTT SERVICES
DEPARTMENT
Design and specifications may vary.
Logo Puck
(Custom Options Available)
Winterized Cable
Drop Slide
Marker Locator Device Swing -Arm with Butterfly Cable Hook Step Bracket
Mounting Plate Bracket with Wedge
THE NEW SOLUT
3 covers
Composite Ring
Optional
#LAlta t[!%% _ E
I�
1 bady
RESUB
Jan 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
HDPE Plastic Cover
Light Duty 3,000 Ibf (13.5 kN)
,�Ww
Composite Cover
33,750 Ibf (150 kN)
Ductile Iron Cover
with steel Ring
56,200 Ibf (250 kN)
SPECIFICATION
PROOF LOAD
PRnmjrTS
STANDARDSAMERICAS
Pedestrian/Light Duty
3,000 Ibf (13.5 kN)
Q
ANSI/SCTE 77TIER 15
22,500 Ibf (100 kN)
�L z' K
ANSI/SCTE 77 TIER 22
33,750 IF (150 kN)
eq
Q
AASHTO M-306-10 H 20
40,000 Ibf (178 kN)
AASHTO M-306-10 H 25
50,000 Ibf (222.4 kN)
ASTM-457
46,000 Ibf (205 kN)
r1ff fit
Pedestrian/Light Duty 2,250 IV (10 kN) Q
EN 124 Class B125 28,100 Ibf (125 kN) Q
EN 125 Class C125 56,200 IV (250 kN)
Pedestrian/Light Duty 3,370 Ibf (15 kN) z% AM—
AS3996-Class B 18,000 IV (80 kN)
AS3996-Class C 33,750 Ibf (150 kN)� L��'n��►�
:•X044Z
Straight wall design improves lid
load strength.
Flush mounted racks enhance sidewall
and vertical strength of pit while
increasing usable space.
Ribbed sidewall design secures
body into backfill soil and
eliminates sidewall deflection.
HDPE bodies provide easy field
alteration while eliminating water
absorption and material degradation
while maintaining structural integrity,
and eliminating toxic fiberglass dust.
RESUB
Jan 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BODY SPECIFICATIONS
Cover Weight
Pit Weight
Assembled Weight
Drawing shown with
(9
Composite Cover
PT�
BULK 4 Vault Body
36" (914 mm] Depth
Shown
RESUB
Jan 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
50 Ibs [23 kg]
82 Ibs [37 kg]
132 Ibs [60 kg]