HomeMy WebLinkAbout2430 STATE ROUTE 530_BLD1941_2026 t § § I w
IL « 0 , o
\ Z a- OC § C k
« < o { § k
� 0 a � \ / \ \ D a
LU a° k 3 k ƒ k \ / n O
0. 2 1 w 4 Cl)
o w a
QCY o « e w = m o ,
§ O w \ \ <
2
U � ui \ U C) M \ / & _ k
k § « k @ \ § § ❑ \ Cr\ } } 2
± \ / 2 § b 3 S § $ A ! z k
§ W o 0 w o w w - 6 g - 0
m « � I o q IL \ § � §
\ 0 & 8 7w z )) � 2 /
NNEW ~ � D U 2 \ § & \ w § b \ \ 0)
/
/ § d - 2 § k 0 [ § .
❑ ❑ � e ¥ z � j � / < _ � LL
i R ± } § ■ 2 $ ( 47
»
z o ® Lu o u ® °
` It <§ 2 a § j % k _ LL
U
CL§ \ \ \ z §ze ■ o
§ a S = o § §
U) < `
2 o ® &
) ; ) ❑ O ❑ O ❑ ❑ . ( k .
CITY OF ARLINGTON
238 N. OLYMPIC AVE -ARLINGTON, WA. 98223
` PHONE; (360) 403-3551
BUILDING PERMIT
Address:2430 State Route 530 Permit#:1941
Parcel#:31050800300300 Valuation:83000.00
OWNER APPLICANT CONTRACTOR
Name:PILOT TRAVEL CENTERS LLC Name:CAT Scale Company Name:CAT Scale Company
Address:5508 LONAS ROAD Address:515 Sterling Drive Address:515 Sterling Drive
City,State Zip:KNOXVILLE,TN 37909 City,State Zip:Walcott,IA 52773 City,State Zip:Walcott,IA 52773
Phone: Phone:563468-5226 Phone:563-468-5226
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Sign CODE YEAR: 2015
STORIES: 21' 5-3/4 CONST.TYPE:
DWELLING UNITS: 0 OCC GROUP:
BUILDINGS: 1 OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,
NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S
COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110.
SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form
and coded City of Arlington#3101.
Q
Pra Name Date Released By 6ate
CONDITIONS
AXdAheoved plan. Call for inspections. Final Inspection by Labor& Industries must be completed
prior to final inspection.
THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION
ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
7/18/2018 Processing/Technology Fee $25.00
7/18/2018 Sign Permit Fee $1,266.20
Total Due: $1,291.20
Total Payment: $0.00
Balance Due: $1,291.20
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
_- V uTY OF ARL11,4GTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
PHONE; (360) 403-3551
BUILDING PERMIT
Address:2430 State Route 530 Permit#:1941
Parcel#:31050800300300 Valuation:93000.00
OWNER APPLICANT CONTRACTOR
Name:PILOT TRAVEL CENTERS LLC Name:CAT Scale Company Name:CAT Scale Company
Address:5508 LONAS ROAD Address:515 Sterling Drive Address:515 Sterling Drive
City,State Zip:KNOXVILLE,TN 37909 City,State Zip:Walcott,IA 52773 City,State Zip:Walcott,IA 52773
Phone: Phone:563468-5226 Phone:563-468-5226
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Sign CODE YEAR: 2015
STORIES: 21' 5-3/4 CONST.TYPE:
DWELLING UNITS: 0 OCC GROUP:
BUILDINGS: 1 OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;
NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S
COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110.
SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form
and coded City of Arlington#3101.
PrA Name Date Released By 16ate
CONDITIONS
Adhe Wwproved plan. Call for inspections. Final Inspection by Labor& Industries must be completed
prior to final inspection.
THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION
ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
7/18/2018 Processing/Technology Fee $25.00
7/18/2018 Sign Permit Fee $1,266.20
Total Due: $1,291.20
Total Payment: $0.00
Balance Due: $1,291.20
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
. • I
:i
I I
I1
1
/
Permit Information
Date 4/30/2018
Permit Number 1941
Project Name Pilot Travel Center#1103
Applicant Name CAT Scale Company
Applicant Address 515 Sterling Drive
City,State,Zip Walcott,IA 52773
Contact Ryan Duncan
Phone 563-468-5226
Email ryan.duncan@iowa80group.com
Permit Type Sign
Site Address 2430 State Route 530
Valuation 83000.00
Status Applied
Permit Issued
Permit Expires
Square Feet 0
Type of Construction/Occupancy Load
Number of Stories 0
Proposed Use Signage
Assigned To Launa Peterson
Property
Parcel Address --LSubdivision Lot Owner
31050800300300 12430 STATE ROUTE 530 PILOT TRAVEL CENTERS LLC
Contractors
Contractor Name Primary Contact Phone Email Contractor Type License License#
SAT Scale Com an Ryan Duncan 63-468-5226 an.duncan iowa80 rou .com ONTRACTOR
Review
Date Type Description Tar et Date Completed Date Assigned To Status
4/30/2018 Sian /21/2018 3uilding Pn Review
Fees
Fee Description Notes Amount
Processin /Technolo Feel 341.43.00.021 $25.00
Sign Permit Feel 322.10.00.001 $1,266.20
Total $1 291.20
Uploaded Files Upload File
Date File Uploaded B
4/30/2018 3:13:38 PM 1POol Cal Scale App.pdf Peterson,Launa }C
4/30/2018 3:13:38 PM lakLggt Calc. F-_-rson,Launa )(
4/30/2018 3:13:37 PM la.lot Cal Sign Delail,pdf Peterson,Launa
4/30/2018 3:13:37 PM I Pilot Cat Sign Detail 2.pdf Peterson,Launa (
1/5
6-0" SCALE PIT CALCULATIONS
FAIRBANKS
LOCATION Pilot Travel Center
2430 State Route 530 NE
Arlington, WA 98223
DATE 4/5/18
e"4 9 N
U_�•s.......U
�. F WA3�
Z 37307NZ
0118
OFFICE COP Y
CITY OF ARLINGTON
BUILDING DEPARTMENT
APPROVED Received
nA 5 APR 11 2018
0 CHANGES 1�LfT'HORIZ
U ED SINLESSESS APPROVED
PPROVED BY TH6
BUILDING INSPECTOR
e
140 TO XIjAA ri0 "Tr ID
'v3i,rTFlAg3Q 'c*A l;tJ JIUS
C7 I VOR'49A
,,..� .AO
m;Drop^4, r.1A
HgT:r3tit:a+11 iEii►tiQ.ltU9
6-0" SCALE PIT CALCULATIONS 2
SAVED AS: SCALEP5.MCD
LOADS
APPROACH APPROACHTANOEM:=32 kips PER AXLE ON TANDEM
APPROACHSINGLE:=20 kips ON SINGLE
STEERING AXLE PLATFORM STEERINGAXLEPLAT:=60 kips
DRIVE AXLE PLATFORM DRIVEAXLEPLAT:=80 kips
TRAILER AXLE PLATFORM TRAILERAXLEPLAT:=120 kips
APPROACH SLAB: (SECTION A-A ON DRAWINGS)
trrrrrrr*rwrrA*Artrrw�##*#t*#*****####A*AAAAAx****wr**#*r#**##A#x*##rrrrrrrrr**##A#*xxxxxxx*xxxxA##tA
LOAD ON TWO WHEELS
APPR0.ICIIT.41v, ."
LOAD]:= 4 LOAD1=8 kips
LOAD2:=APPROACHSIN(;;.E LOAD2=10 kips
2
USE: LOAD:=LOAD2 LOAD=10 kips
ASSUME TIRE PRESSURE= 100 psi
10 kips AT 100 PSI => Fb=300 psi
USE 12"SLAB FOR 1000 psf
USE#4 BARS AT 8"C-C
Maximum wheel load in 1000 lb 3
Soil Slab Flexural stress, p.s.l
bearing, thickness, 300 350 1 400 450
p_s.l in_ Tire pressure, p.s_1_
50 75 100 50 75 100 50 75 100 50 75 100
10 5 11 8 7 14 10 9 18 13 11 21 16 13
6 16 13 11 21 16 14 26 19 17 33 24 20
7 23 18 15 30 22 19 33 28 23 49 31 28
8 32 23 21 42 30 26 * 38 32 * 47 38
20 5 14 9 8 18 13 11 23 17 13 32 20 16
6 21 15 13 28 19 16 39 25 20 32 24
7 31 31 18 43 28 22 * 36 28 * 46 35
30 5 17 11 9 23 15 12 35 19 15 * 24 18
6 26 17 14 39 23 18 * 30 22 * 39 28
7 40 23 20 34 26 * 44 32 * * 42
40 5 19 13 10 32 17 13 * 22 17 * 28 21
6 33 19 15 * 27 20 36 26 * * 33
7 * 28 22 40 28 * 37 * * 48
50 5 24 14 11 * 19 14 * 26 18 * 37 23
6 * 22 16 31 22 * 41 28 * 37
7 32 23 47 32 * 42
*Maximum wheel load exceeds 50,000 lb.
From Portland Cement Assoc. "Concrete Floors on Ground"
PIT BEARING:
LOADS ARE TRANSMITTED THROUGH LOAD CELLS ON PIERS TO
LONGITUDINAL WALLS. ASSUME FOOTING WIDTH OF 12"+6"+6"=24"
AREA:=2.83.2
AREA=332 FTA2
9s:= 260 ,1000
AREA qs=783 psf < 1000 psf OK
CHECK PIT SLAB FOR SHRINKAGE STEEL:
P:=0.002.8.12
P=0.192 inA2/ft
USE: #4 BARS AT 12" C-C E.W. => A.prov= 0.20 inA2/ft OK
SECTION A-A ON DRAWINGS
I
CHECK PIERS AS PLAIN CONCRETE: 4
hR###R#*##h**h#**Rfirt*rtrt**rtR*h#RR#***R*R#R#fi*RRR*RfifiRR**R*M#Afi***ffiiritRfi****##*ffff#R#Ai*f!*#*7t#*##!k##R
HTAIAX:=3.24
HTMAX=72 in > 24 in OK
60.36.4000.0,85.0.9
Pnrax!�= 1.7• I000
PMAXI=3888 kips >> 35 kips OK
FOR 60"X 36" PIERS
_ 30.36.4000.0.85.0.9
P,tiaxz� 1.7.1000 Pnaaxz=1944 kips» 12 kips OK
FOR 30"X 36" PIERS
24.36.4000.0.85.0.9
Pn�axs�= 1.7. 1000 Pnaaxs=1555 kips» 12 kips OK
FOR 24"X 36"PIERS
USE:
(2)#5 TIES HORIZONTAL
(7)#6 VERTICALS FOR 60"X 36" PIERS
(4)#6 VERTICALS FOR 30"X 36"AND 24"X 36"PIERS
SECTION B-B ON DRAWINGS
CHECK PIT WALLS: (SECTION B-B ON DRAWINGS)
USE IMPACT FACTOR OF 2.0
W:=qs-2.2.1.7 W=5325 kips/ft
BOTTOM STEEL:
M:=0.08•W•182 .12. 4 • 1
3 1000 M=2209 in-kips
As:= M As=0.866 inA2
60.0.9.0.9.52.5
Aprov:=4.0.31 Aprov=1.24 in^2>As OK
TOP STEEL:
M:=0.10•W• 182 .12. 4 • 1
3 1000 M=2761 in-kips
As:= M As=1.082 inA2
60.0.9.0.9.52.5
Aprov:=4.0.31 Aprov=1.24 inA2>As OK
SHEAR OK BY INSPECTION
- -,�►
I
CONSIDER SURCHARGE: 5
ASSUME A RESTRAINED WALL CONDITION WITH A 16 kip LOAD
PROVIDING MAXIMUM SURCHARGE. ASSUME LOAD IS DESTRIBUTED
THRU SOIL IN A T-0"SQUARE AREA.
16
q:=
3 q=1.778 ksf
EQUIVSOILHT:=q• 1000
110 EQUIVS0ILHT=16.2 ft
1,77
V �r
50
Design wall as restrained at top and bottom.
Consider 12 long segment:
M:=.125. 797. 4'S z + 50 • 4.5 z M=1040 ft
2 2 2 )
As:= 1.7•M•12 As=0.05 in^2/ft
.9•.9.60000.9.5
0.20
Aprov:= 1 5 Aprov=0.13 in^2/ft
One#4 each 18 inches
Aprov=As OK
SECTION B-B ON DRAWINGS
� = i
Created wife 1,,J l: Ma licart Se-wlavw marl)+:arl.cor1 for otini,� infar;1 at.1t:n.
I
-� COMMERCIAL APPLICATION
PERMIT SUBMITTAL
i�r! rr'�o Department of Community& Economic Development
p
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551
THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE
IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANTS
STATEMENT OF INTENDED USE.
Name of Project:CAT Scale @ Pilot Travel Center valuation: $72,000 for Foundation/$11,000
Project Address: 2430 State Route 530 NE
Parcel ID#: 31050800300200 _ Legal Description 310508-033-002-00,310508-003-003-
Owner: CAT Scale Company (Owner/Builder) Phone Number: 563-468-5226
Address: 515 Sterling Drive City:Walcott State:IA Zip Code:52773
Engineer:Mike Nugent Phone Number: 812-457-4539
Cell Phone: E-mail:mnuaentc@mseidesian.com
1049 Boundary Blvd. Rotunda West FL 33981
Address: _ rY City: State: Zip Code:
General Contractor:CAT Scale Company (Owner/Builder) Phone Number:
Cell Phone: E-mail:
Address: City: State: Zip Code:
Contractor's License Number: Expiration:
Contact Person: Ryan Duncan -Construction Coordinator Phone Number: 563-468-5226
Cell Phone: E-mail:ryan.duncan@iowa80group.com
Address: 515 Sterling Drive City:Walcott State: IA_ Zip Code:52773
Proposed Scope of Work:Installation of Certified Truck Scale Foundation with Overhead Directional Signage
Received
APR 1 1 2018
-?Db lq�F
REV 2015 Page 6 of 9
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington a 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551
The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work.These permits are
issued separately.Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application
and may also require separate plan review.
Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish
County Health district approval before the permit can be Issued. You must provide the Permit Center a copy of the
approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions
or for more information.
An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your
project requires an intake appointment,to schedule an appointment or to ensure that you have the most current
information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov.
Incomplete applications will not be accepted.
I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be
considered a complete submittal.
REV 2015 Page 5 of 9
.� COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551
ProjectName/Tenant CAT Scale Company
Site Address2430 State Route 530 NE Bldg/Unit/Suite
IBC Construction Type VB-ll IBC Occupancy Type Utitlity-U
Description of Use Truck Scale
Building Square Footage_2201 Number of Stories
Square Footage Per Floor
Will there be any installation, modification or removal of the following? (Check all that apply)
❑ Automatic fire extinguishing systems
❑ Compressed gas systems
❑ Fire alarm and detection systems
❑ Fire pumps
❑ Flammable and combustible liquids(tanks,piping etc...)
❑ Hazardous materials
❑ High plied/rack storage
❑ Industrial ovens/furnace
❑ Private fire hydrants
❑ Spraying or dipping operations
❑ Standpipe systems
❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft)
Provide details on any of the above checked items:
Installation,changes,modifications or removal of any of the above may require additional submittals,
Information, or permits during the plan review or construction process.
Statement of Special Inspection
REV 2015 Page 7 of 9
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551
Name of Project:
Project Address:
Special Inspection Firm:
Address:
Contact Person: Phone:
Email:
Special Inspection Firm Special Inspectors:
The Special inspection Firm of will perform special inspection for
the following types of work(separate forms must be submitted If more than ono firm Is to be employed).
( ) Reinforced Concrete
( ) Bolting in Concrete
( ) Pre-stressed Concrete
( ) Shotcrete
( ) Structural Masonry
( ) Structural Steel and Welding
( ) High-Strength Bolting
( ) Spray-Applied Fireproofing
( ) Smoke-Control Systems
( ) Other Specify:
All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection
is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume
must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications.
The work shall be inspected for conformance with the plans and specifications approved by the City.Revisions and addenda sheets will
not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved.
A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall
be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City; detailing the inspections
and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be
detailed on a discrepancy report and presented to the building department.
A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that
inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda.
Any unresolved discrepancies must be detailed in the final report.
The special inspector and special inspection firm serve in the role as'deputy'City of Arlington inspectors and as such are responsible
to the City of Arlington Building Division in the performance of the required work_
Contractor:
The contractor shall provide the special inspector or agency adequate notification of work requiring inspection.
The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City
Inspector.The contractor shall maintain all daily inspections reports, on site,for review.
REV 2015 Page 8 of 9
- � COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551
The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is
responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved
by the City Inspector.
Building Division:
The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the
approved plan set.
The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans.
The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed.
Design Professionals:
The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and
shall include a schedule for inspection and testing.
The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals
are obtained,prior to work shown on the revisions being performed.
Owner:
The project owner,or the architect or engineer acting as the owners agent, shall employ the special inspector or agency.
ENFORCEMENT:
A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may
void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would
need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may
result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved.
ACKNOWLEDGEMENTS
have read and agree to comply with the terms and conditions of this agreement.
�_. April 11, 2018
Owner: ' ... f Date:
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described
property will be in a nce with the Jaws,ryles and regulation of the State of Washington.
-
Applicants Signature
Ryan Duncan April 11, 2018
Print Applicants Name Date
FOR STAFF USE ONLY
Permit# Accepted By Amount Received Receipt# Date Received
REV 2015 Page 9 of 9
=L- u
_ I
-- COMMERCIAL APPLICATION
' PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551
DETAILED SUBMITTAL REQUIREMENTS
Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents
A. ❑ SITE PLAN - REQUIRED WITH ALL SUBMITTALS
(May be included as part of the Architectural Drawing cover Sheet)
1. Drawing shall be prepared at scale not to exceed 1'=20 feet.
2. Show building outline and all exterior improvements.
3. Provide property legal description and show property lines.
4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for
irregular plan shapes).
5. Show building setbacks,easements and street access locations.
6. Indicate North direction.
7. Indicate finish floor elevation for the first level.
8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation
contour lines.
9. Show the location of all existing underground utilities,including water,sewer,gas and electrical.
10. Flood hazard areas,floodways,and design flood elevations as applicable.
B. ❑ ARCHITECTURAL DRAWINGS
1. ❑ Cover Sheet
a) Building Information
1. Specify model code information.
2. Construction Type.
3. Number of stories and total height in feet.
4. Building square footage(per floor and total)
5. IBC Occupancy Type(show all types by floor and total).
6. Mixed-use ratio(if applicable)
7. Occupant load calculation(show by occupancy type and total)
8. List work to be performed under this permit
b) Design Team Information
1. Design Professional in Responsible Charge
2, Architects
3. Structural Engineers
4. Owner
5. Developer
6. Any other Design Team Members
2. ❑ Floor Plan
a) Plan view 1/8'minimum scale. Details a minimum Winch scale.
b) Plans must show the entire tenant space.
c) Specify the use of each room/area.
d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces)
e) Show ALL exits on the plans;include new,existing or eliminated.
f) Show Barrier-Free information on the drawings.
g) Show the location of all permanent rooms,walls and shafts.
h) Note the uses in the adjacent tenant spaces,if applicable.
i) Provide a door and door hardware schedule.
REV 2015 Page 3 of 9
� - COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE" Arlington,WA 98223• Phone(360) 403-3551
j) Showthe location of all new walls,doors,windows,etc.
k) Provide details and assembly numbers for any fire resistive assemblies.
1) Indicate on the plans all rated walls,doors,windows and penetrations.
m) Provide a legend that distinguishes existing walls,walls to be removed and new walls.
3. ❑ Reflected Ceiling Plan
a) Plan view 118"minimum scale.Details a minimum Y,-inch scale.
b) Provide ceiling construction details.
c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details.
d) Show the location of all emergency lighting and exit signage.
e) Detail the seismic bracing of the fixtures.
f) Include a lighting fixture schedule.
4 ❑ Framing Plan
a) Specify the size,spacing, span and wood species or metal gage for all stud walls.
b) Indicate all wall, beam and floor connections.
c) Detail the seismic bracing for all walls.
d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions.
5. ❑ Storage Racks(if applicable)
a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height.
b) Eight feet or less,show a positive connection to floor or walls.
NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes.
C. ❑ SPECIAL INSPECTION
f Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare
a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building
permit to comply with IBC 106.1.
D. ❑ WASHINGTON STATE ENERGY CODE
1.One(1) completed Washington State Non-Residential Energy Code Envelope Summary forms.
E. OCCUPANT'S STATEMENT OF INTENDED USE
1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a
Hazardous Materials inventory Statement(HMIS). Contact the Arlington
REV 2015 Page 4 of 9
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
�tINC Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE- Arlington,WA 98223• Phone(360) 403-3551
The following minimum information is required for your Commercial/Multi-Family Building Permit
Application. Mark each box to designate that the information has been provided. Please submit this
checklist as part of your submittal documents. Incomplete applications will delay the review.
❑ One (1) City of Arlington Commercial/Multi-Family Permit Application
(One (1) permit application per building or structure is required)
❑ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form
❑ Two (2)Architectural Drawings
❑ Two (2) Structural Drawings
❑ Two (2) Structural Calculations
❑ One (1) Project Specification Manuals (if applicable)
❑ One (1) NREC Code Compliance Forms
❑ One (1) Special Inspection Requirements Forms
❑ One(1) Occupant's Statement of Intended Use Form
Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then
ROLLED TOGETHER IN COMPLETE SETS
An Intake appointment Is required for all new Commercial or Multi-Family Building Permit Applications.
To schedule an appointment please contact the City of Arlington Permit Center at (360)403 3551 or by
email to ced@arlingtonwa.gov.
I acknowledge that all Items designated above are included as part of this application.
REV 2015 Page 1 of 9
Y COMMERCIAL APPLICATION
• w
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE" Arlington,WA 98223" Phone(360) 403-3551
A. FEES DUE AT TIME OF PERMIT ISSUANCE
B. CODES
The City of Arlington currently enforces the following:
International Codes
1. 2015 International Building Code(IBC)
2. 2015 International Residential Code(IRC)
3. 2015 International Mechanical Code(IMC)
4. 2015 International Fuel Gas Code(IFGC)
5_ 2015 International Fire Code(IFC)
6. 2015 International Plumbing Code(IPC)
7. 2015 International Property Maintenance Code(IPMC)
8. 2015 International Existing Property Code(IEBC)
9. 2015 Washington Slate Energy Cude(WESC)
10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1)
Washington State Amendments
1- WAC 51-50 Washington State Building Code
2. WAC 51-51 Washington State Residential Code
3. WAC 51-52 Washington State Mechanical Code
4. WAC 51-54 Washington State Fire Code
5. WAC 51-56&51-57 Washington State Plumbing Code and Standards
6. WAC 51-11 Washington State Energy Code
7- WAC 296-46B Electrical Safety Standards,Administration,and Installation
C. CITY OF ARLINGTON DESIGN REQUIREMENTS
Design Wind Speed: 85 miles per hour(Exposure C)
Ground Snow Load: 25 pounds per square foot
Seismic Zone: D2
Rainfall: 2 inches per hour for roof drainage design.
Frost Line Depth: 12 inches
Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1)
D. PLANS AND DRAWINGS
Submittwo(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum
30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled
dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not
for construction,that have red lines,cut and paste details or those that have been altered after the design professional has
signed the plans.
Please Note:A separate submittal of plans is required for each building or structure.
REV 2015 Page 2 of 9
Search Llil
Labori Industries
Workplace
A^ Washington State Department.of
" �,abor & iIndustries
CAT SCALE COMPANY
Owner or tradesperson PO BOX 630
WALCOTT,IA 52773-0000
`NA UBI No. N
601 271 606
Workers' comp
No active workers'comp accounts during the previous 6 year period. \ 4
Public Works Strikes and Debarments \�/N
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace safety and health
No inspections during the previous 6 year period.
-
��Zto: :Icccss
Y�Washington'
f
J
i
■
- - - ■ -
1 06—
rr T
tEc
Notes: 5. All The Internal Square Tube Is Securely Welded To The
1. Engineering Data: 4. Information Needed To Figure Section Modulus: q y
The Neutral Axis For The Large "A" Frame Is Shown Centroid Height: 18.50 Feet. Steel Angle That Is Bolted To The Aluminum Frame.
Below. Cross Sectional Area (A) Is 2.138 In' . Signage Area: 107.5 Square Feet. The Steel Angle Is Bolted To The Frame By Using
Moments Of Inertia About The Neutral Axis Arely-Y — Wind Load: 30 Pound Wind Load. 1/2"-13 X1" Bolts, Flat Washers And Nuts.
2.533 In° And I. = 36.860 In' . Section Modulus: 1 1 .93 6. The Sign Is Bolted To Each Pole With (4) 5/8"-11 X
2" Bolts With Flat Washers.
lY Y The Following Is How The Section Modulus Is Figured: 7. Electrical Requirements Are As Follows:
Ix x I �j L = Length Of Sign (Feet) Trademark Sign
l` Imo` W = Width Of Sign (Feet) (5) ISB-1040-14—E Advance Ballasts Or Equivalent,
=
Material Is Aluminum 6063 alloy, T6 Temper, F Force (Pounds Or Kilo pounds )H = Height Frcm Grode To The Center Of Force (Feet) 2.0 Amps Per Ballast. (Total Of 10.0 Amps)
2. All Sign Cabinets And Poles To Be Surfaced Cleaned And BM = Bending Moment (Foot—Pounds Or Foot Kilo pounds) (20) T12F60 CWHO Fluorescent Lamps.
Etched In Preparation For Painting. S = Section Modulus (Cubic Inches ) Speaker Sign
3. Finish Paint Color To Be Per Customer Specifications. p = Design Wind Pressure (Pounds Per Squore Foot) (1) ISB-1040-14—E Advance Ballasts Or Equivalent,
Fs = Design Unit Stress (Pounds Per Square Inch Or 1.0 Amps Per Ballast.
Kilo pounds Per Square Inch) (3) T12F36 CWHO Fluorescent Lamps.
Fs = 26670 P.S.I. Or 26.67 K.S.I. 8. All Steel Welding Is To Be Done With E7018 Rod Or
Equivalent.
A =
F = A * P 9. Signs are fabricated per UL requirements and shall
BM = F * H be installed per NEC 600 specifications
S = (BM * 12)/Fs
13 3/8,
20'-0"
5'-4 1/2"
SCALE SCALE •
�o Rio 11 � • o
Left Side View
OFFICE
COPY
Of Sign g�5�i8
21'-5 3/4"
_ CITY OF ARLINGTON
BUILDING DEPARTMENT �j.Q`�:oT.•.N�
4 Wp�rtrr� F I U I 1 .� 1N A
16'—1 1 "
/ Back View Of Sign
DA 5 /� BY
NO CHANGES AUTHORIZED I: 37307
UNLESS APPROVED BY THE Q�•0��cG� Q�O
C-11 7/8" BUILDING INSPECTOR �` 00000*409•'��
`�S�4NA1—
Received
a J — APR 1 2018
- 16'-0"
605 SW 37TH ST NAME:CAT SCALE - 5TANDARD 51ON PACKAGE PROJECT: SCALE: NONE I DESIGNER: CRN THISISACWING NA PRODUCT
GRIMES,IA 50111 REVISIONS. MAY VARY.THIS
515-243-5663•FAX:515-243-5313 SKETCH#:1116-00_5X205TANDARD50MPH - Pilot Travel Center
IS PROPERTY OF
TOLL FREE:800-307-8186 Arlington WA 98223 EAGLE SIGN CO.AND
www.eaglesign
EAOLES►GNC0. APPROVAL:X DATE: ' MAY NOT BE REPRODUCED
.net
8"
0 3/4"
4"
1 1/2" X X o
=r
Se.-iore -Sieei Tine 8' 5 1/2"
4"
X 7" X 6"! 1} o 0
?zeI angle SB-104l4 �— 2 3/4"
- ;.c 0 1 1/2"
cj %a!el' 2 3/4"
5 1/2" Match Plate Detail
For Sian
Material Is 1/2" Steel Plate
J 2
t. I 8" Drilled & Tapped
_ ` ! 4N For 5/8" - 1 1 Bolts
T
i /� 4 /2
` joreJ See/ Tube 2, X b,.l X 8,. o
� 5 1/2„
wI ni�ruir i jllei_ 1'V�eld _�" Steel Place I o 0
Are`ind =_nt`-e Sq-are - b e. er,, Censer i Ce^ter See De ..i' 1 2 3/4„
p
Can k La u 2 3/4" 01 1/2"
bi
— -- - �'`- ' Top Plate Detail
5 1/2" For Poles
Material Is 1/2" Steel Plate
15-8 3/4" 2'-0"
1-1 1 1/2 Pipe 9'-2 3 8'
Thread Drilled & / 1 -0 1 1/2"
Tapped
5" 4
0
t _
2 1/2"J
04 1/2" 1'-6"
2'-7 1/4" - 6'-7Tube.
2'-0" -
Drilled & Tapped 1/2 X 4 1/2" g
3/8-16 NC Thread X 6" Gussets
1'-0"
1/4" Minimum Fillet Weld Around Squ4" 4/5/18
Minimum Fillet On All Weld Able Edges Of Gussets
Note: _
It Takes 2 Poles Per Set, But The Holes Shown In This View Are 9 01 3/4"
Only Put In One Pole, Not Both. 3aSe Plate Detail
Material Is 1 1/4" Steel EL T. N�
Bevel Bottom Of 8:' X 8" X 1/4" _ ✓ �• WA
Steel Plate And Top - -- 1'-0" 5 01/4" ti
Of Tube, Weld Full Square Steel Tube 6 y _ 2 1/2"
And Grind Level •
07/32" - 4" •
•
Hand Hole Cover s S�ONAL
'•••••0
� �
5" X 3" Rectangle 1'-3" Material Is 16 Go. Cold 1/z
Main Pole Detail Hole Rolled Steel p
605 SW 37TH ST NAME:GAT SCALE- STANDARD SIGN PACKAGE PNodECT. SCALE! NONE I DESIGNER: CRN THIS ISA CONCEPTUAL
REVISIONS: DRAWING.FINAL PRODUCT
GRIMES,IA 51111 SKETCH*:1116-00_5X205TANDARD80MI'H ----- Pilot Travel Center MAY VARY.THIS ARTWORK
515-243-5663•FAX:515-243-53131 Is PROPERTY OF
TOLL FREE:800-307-8186 Arlington,WA 98223 EAGLE SIGN CO.AND
EAGLE SIGN CO. www.eaglesign.net APPROVAL: DATE: MAY NOT BE REPRODUCED
84'-0"
81'-4"
65'-8"
43'-0"
15'-8" 22'-8" 21'-6" 21'-6"
- o SEE END WALL
�i — — —2'-6" — — — I I 1 _p" CHECKING DETAIL
I I I E B I 30 x30 x30 C } D " E
SUMP `
I—
o� p 2'-6"
5'-0" I
, u
Nao - - - — - - - - - - - - —
_I _I — - - _ — — - - -
1O'-0" LEVEL — - - - - - - - — - - - -= - _ _ — _ — — - - - - -_ - - -�
`�' A tl 1f�7�_4 -
APPROACH 4'_0"0 `�' " I ^ 4'-0°0 I� 1,_4„
2 I a, 4 SCH 40 PVC LL
I E B L 6'-p"� I SLOPE TO SUMP D le E I 10 0 LEVEL
II 2ff I APPROACH
- - — — - - - - - - —_ —_ _ — -- - - - - - - - - — - -- - - - - ___ ===J
rGRaD-
(SEEFE
SIC I 2 X 2 X 1/4" ANGLE DETAIL)
ROD
TURNING BLOCK TO BE ON 6" SEE WALL MOUNT CHECK SAFETY PIER (TYP.)
THE SIDE WHICH AN EXITING D B 2'_8" ;14 PIT
BRACKET DETAIL (TYP.)
TRUCK WILL TURN, OR AS 4 3 TRAFFIC FLOW B
REQ'D BY SITE CONDITIONS.
SEE SIGN FOUNDATION DETAIL
G PLAN VIEW
WA
�Q.EL T. NCi
NOTES:
1. USE 4000 PSI CONCRETE ® 28 DAYS. CONCRETE SHALL 5. MAKE 3 CONCRETE TEST CYLINDERS, LABEL WITH POUR 12. PROVIDE MEANS SO THAT ADEQUATE DRAINAGE FOR THE !
BE A MIX DESIGN UTILIZING TYPE II PORTLAND CEMENT DATE AND DESCRIPTION OF POUR, WRAP CYLINDERS IN PIT EXISTS. UTILIZE SUMP PUMPS TO INSURE THAT NO STANDING
AND NORMAL WEIGHT AGGREGATES WITH 5-77 AIR 6 MIL POLY. WATER CAN ACCUMULATE IN THE PIT 37307 � v
ENTRAINMENT. NO FLY ASH WILL BE ALLOWED. 7. ALL WORK TO BE IN ACCORDANCE WITH ACI 301. �j'•;FGIg•fV��.�('A
MAXIMUM ALLOWABLE SLUMP SHALL BE 4 1/2 8. BOTTOM OF PIT SHOULD BE SUPPORTED ON NON-EXPANSIVE '0080e00
CONCRETE TO BE MECHANICALLY VIBRATED TO INSURE WELL DRAINED MATERIAL CAPABLE OF SAFELY SUPPORTING L7�NA1-
PROPER CONSOLIDATION. 1000 PSF.
2. USE A MIX DESIGN WHICH WILL DEVELOP 4000 PSI 9. ALL BACKFILL SHOULD BE PLACED IN 8 INCH LIFTS AND
STRENGTH IN 7 DAYS ON THE APPROACHES. COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM 1557
3. ALL REINFORCING TO BE ASTM A-615 GR 60 DEFORMED OR APPROVED ALTERNATE.
BARS. ALL BAR TO BE LOCATED AS SHOWN ON PLANS 10. SUITABLE CONDUIT FOR LOW VOLTAGE CONDUCTOR SHIELDED 5 C.A.T. SCALE CO.
WITH ALL INTERSECTING BAR SECURELY TIED AND CABLE MUST PASS THRU THE PIT WALL AS INDICATED ON THIS W
P.O. BOX 639
CHAIRED INTO POSITION. BEND BARS COLD. REMOVE DRAWING. CONDUIT MUST EXTEND BEYOND PIT WALL 2" MIN. 4 Walcott, Iowa 52773
SCALE, LOOSE FLAKEY RUST, DIRT AND OTHER 11. WORK FROM CENTER LINES WHEN ERECTING FORMS AND PLACING 3
COATING THAT WOULD IMPAIR BONDING. FOUNDATION EMBEDMENTS. PLACE EMBEDMENTS TO WITHIN nnF Pilot Travel Center
2
4. ALL CONCRETE SURFACES SHALL BE FORMED WITH WOOD +/-1/8" OF POSITIONS INDICATED ON DRAWINGS. (EMBEDMENT Arlington, WA 98223
OR METAL FORMS USING APPROVED METHODS. NO MUST BE PLACED WITHIN +/-1/8" OF TOTAL DIMENSIONS 1 PLAN - 5'-0" DEEP SCALE PIT
CONCRETE VERTICAL SURFACE SHALL BE POURED OF SCALE.)
AGAINST DIRT. REV. DATE REVISION DESCNIPMON DR. APM. a OR TB DATE MAWS Mmm
FAIRBANKS R E-%,/I s I O IV NONE MIN 112016 1
84'-0"
81'-4"
65'-8"
11'-4" 43'-0"
15'-8" 22'-8" 21'-6" 21'-6"
10'-0" 3„� 3�2'-4 10'-0"
"
SEE END WALL
—2'-6" 1 -0 CHECKING DETAIL
_I (TYP.)
E B 30 x30 x30 f C o D E
"' II — SUMP -
Fr F&
b' �2'-0" 2-6„ r�
_ - 1'-1" 1 -6 I 5'-0" I
N o0 10'-O" LEVEL _ __— 4'-0"0
_ ;� 1 -4
APPROACH �� 1'-4 0 4'-0"0 N = 1
2 0 I C 4 PE 40 PVC
K, I I E e- B 1- 6'_0"� SLOPE TO SUMP D 0 E 10 0 LEVEL
I
I APPROACH
- - — — _—_—_—_ —_—_ — - - - - - - - - - - — - - - - - - - - - - -- -J
- - — — — — - - - - - - - - - - - - - - — - - - - - - - - - -
M, o o I 2 X 2 X 1/4" ANGLE
GROUND L ROD — (SEE DETAIL)
TURNING BLOCK TO BE ON 6" 6" "c
SEE WALL MOUNT CHECK SAFETY PIER
THE SIDE WHICH AN EXITING D B 2'_8" N BRACKET DETAIL (TYP.)
TRUCK WILL TURN, OR AS 4 3 ' ( 3�
PIT TRAFFIC FLOW B
REQ'D BY SITE CONDITIONS.
SEE SIGN FOUNDATION DETAIL
C PLAN VIEW
4
ELT'.��0F �"
WA
NOTES:
1. USE 4000 PSI CONCRETE ® 28 DAYS. CONCRETE SHALL 5. MAKE 3 CONCRETE TEST CYLINDERS, LABEL WITH POUR 12. PROVIDE MEANS SO THAT ADEQUATE DRAINAGE FOR THE *i
BE A MIX DESIGN UTILIZING TYPE II PORTLAND CEMENT DATE AND DESCRIPTION OF POUR, WRAP CYLINDERS IN PIT EXISTS. UTILIZE SUMP PUMPS TO INSURE THAT NO STANDING 415/18 i
AND NORMAL WEIGHT AGGREGATES WITH 5-77 AIR 6 MIL POLY. WATER CAN ACCUMULATE IN THE PIT. : 37307
ENTRAINMENT. NO FLY ASH WILL BE ALLOWED. 7ALL WORK TO BE IN ACCORDANCE WITH ACI 301. �'•e FGISTE0.-
MAXIMUM ALLOWABLE SLUMP SHALL BE 4 1/2". 8. BOTTOM OF PIT SHOULD BE SUPPORTED ON NON-EXPANSIVE c 0'00004000 C?�
CONCRETE TO BE MECHANICALLY VIBRATED TO INSURE WELL DRAINED MATERIAL CAPABLE OF SAFELY SUPPORTING sS�4NA\_
PROPER CONSOLIDATION. 1000 PSF.
2. USE A MIX DESIGN WHICH WILL DEVELOP 4000 PSI 9. ALL BACKFILL SHOULD BE PLACED IN 8 INCH LIFTS AND
STRENGTH IN 7 DAYS ON THE APPROACHES. COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM 1557
3. ALL REINFORCING TO BE ASTM A-615 GR 60 DEFORMED OR APPROVED ALTERNATE.
BARS. ALL BAR TO BE LOCATED AS SHOWN ON PLANS 10. SUITABLE CONDUIT FOR LOW VOLTAGE CONDUCTOR SHIELDED 5 C.A.T. SCALE CO.
WITH ALL INTERSECTING BAR SECURELY TIED AND CABLE MUST PASS THRU THE PIT WALL AS INDICATED ON THIS CHAT P.O. BOX 639
CHAIRED INTO POSITION. BEND BARS COLD. REMOVE DRAWING. CONDUIT MUST EXTEND BEYOND PIT WALL 2" MIN. 4 'sc�� Walcott, Iowa 52773
SCALE, LOOSE FLAKEY RUST, DIRT AND OTHER 11. WORK FROM CENTER LINES WHEN ERECTING FORMS AND PLACING 3
COATING THAT WOULD IMPAIR BONDING. FOUNDATION EMBEDMENTS. PLACE EMBEDMENTS TO WITHIN 2 101E Pilot Travel Center
4. ALL CONCRETE SURFACES SHALL BE FORMED WITH WOOD +/--1/8" OF POSITIONS INDICATED ON DRAWINGS. (EMBEDMENT Arlington, WA 98223
OR METAL FORMS USING APPROVED METHODS. NO MUST BE PLACED WITHIN t/-1/8" OF TOTAL DIMENSIONS 1
CONCRETE VERTICAL SURFACE SHALL BE POURED OF SCALE.) PLAN — 5'-0" DEEP SCALE PIT
AGAINST DIRT. mv. DATE F"510N DESMPTIDN DR APPw. sm � DAIS oskw c muwm
FAIRBANKS R E's/I S I O IV !:-3 NONE MnV
1/tots 1
C NOTE. MARKS SAME AS OPPOSITE END
MK.— B5 ® 12" C/ SAFETY PIERS AND LOADCELL PIERS
(FIELD BEND) NOT SHOWN FOR CLARITY 3"
MK.— 86 ® 8" C/C BUMPER PLATE
M 4 REQ'D. EACH END
K.— B7 ® 8" C/C
20" co
I(OVERLAP)
-MK.— 84b EQ. SPA.
f MK.— B4a EQ. SPA.
81'-4" WALL/WALL ^�—
;n MK.— 88 ® 18" C/C
(STIRRUPS) CLR. 2" (4) MK.— 83 ® 12" C/C MK.— B2 ® 12" C/C 10'-0"
10'-0" BETWEEN MK.— B2 TYP. U.N. MK.— B1 ® 12" C/C
CLR. 2'—
c
MK.— B23 ® 18" C/C
(7) MK.— 133 (3) MK.— B3
MK.— B4
6" 1'_4" ck� ® 6" C/C ® 6" C/C 1'-4" 6"
EQ. SPA. " I /
17'-0" 22'-8" 21'-6" 22'-10"
84'-0"
SECTION A-A
EL T. NCi
G 'F\NA�ys. 2
s C.A.T. SCALE CO.
p ,� 37307 0 •.•' c� 4 PAT P.O. Box 639
/C�,•P•FGISTEP� .• Walcott, Iowa 52773
t`� �•r0•04s•• �j 3
ss/ANAL Pilot Travel Center
2 Arlington, WA 98223
ELEVATION — 5'-0" DEEP SCALE PIT
REV. DATE REVISION DESCRIPTION DR. APPVD. S at TO DAM ORAL PROM
FAIRBANKS F? E�/I I O IV s NONE MTN 112016 2
Z
0
18' SQ.
u 8 - 1 1/8" 0 x 3'-0" W/8" HOOK 36"0
0 9' (SEE DETAIL ON THIS SHEET)
— 9•
C❑NSTRUCTI❑N
:o J❑INT (2) MK.- 820
1 1 N
fZD Cd 1
f I f a CLR. 3" 3" CLR.
--PIT WALL b
MK.- B19 4 REQ'D. u')
CD
EA. PIER I I 11 MK.- B21 ® 2'-0" C/C LO
1-1
CLR. 3' C L R.
.]_,,9 I 9' QUALLLY2SPA( D
f
00
MK.- B20 ® ABOUT 9 1/2" C/C o T 1 1/8" HOOK
SECTION C
(SIGN FOUNDA TION)
I �
U
Y
T
ANCHOR BOLT ASSEMBLY SECTION D
(TURNING BLOCK)
lb
\ 2" x 2" x /4" SIDE WALL EL T.
3/8" END WALL
C ✓, C)?�"F WA •••
5 C.A.T. SCALE CO.
C�[� P.O. Box 639
37307 4 Walcott, Iowa 52773
•••;FO/STE� .` 3 TITLE
•e•se•►' C Pilot Travel Center
COPING FOUNDATION SS'70NAU 2 Arlington, WA 98223
��5�18
SECTIONS C-C & D-D - CAT SCALE PIT
REV. DALE RENSIDN DESCRIPTIDN DR. APPVD. SCALE oe. TB MAW NLAM
FAIRBANKS F2 E N,/1 !Z-3 1 O IV s NONE mTN 112016 4
I
11'-2" WALL WALL
5'-7" 5'-7"
9" 9,
3" f2 X 2 X 3/8" ANGLE 3"
SEE DETAIL MK,—B9
MK.—B5 ® 12" C/C
MK.-812 ® 12" C/C
fZ M, CLR. 3" f FURNISHED 22'-6" LENGTHS.
^ MK.—B9 EQ. SPA.
°p I 2" CLR. °0
0 4'-0" MK.—B17 4 REQ'D. PER PIER N 4'-0
I
MK.-814 @ PIERS B & C MK.-810 ® 18" C/C (STIRRUPS)
" MK.-815 @ PIERS D MK.—B9 EQ. SPA.
CLR. 2 MK.-816 @ PIERS E MK.—B23 @ 18" C/C
3" CLR. SEE OPP. END FOR CLEAR DIMS.
�t " " MK.—BISSI EQUALLY SPACED
30 x30 x30 CONC. FURN
MARKS SAME AS OPP. END HED IN 22—6" LENGTHS.
6" 1'-0" SUMP MK.—B18 EQ. SPA. 1'-0" 6"
(7) REQ'D. ® PIERS B & C
(4) REQ'D. ® PIERS D & E
MK.—B18 2 REQ'D. (TYP.)
13'-2" tAEL T.
/ WA o��o.00•000
�.
SECTION B-B ;
�, 37307 u
SS�CNA1-•��
'f�5�18
5 C.A.T. SCALE CO.
4 W
P.O. Box 639
3
Walcott, Iowa 52773
""u Pilot Travel Center
2 Arlington, WA 98223
SECTION B-B - CAT SCALE PIT
REV. DATE REVISION DESCRIPTION DR. APPVD. SCKE m DRAIN MUMM
FAIRBANKS IR E_N./I s I O IV NONE MTN 8113 1 3
Z
O
18' SQ.
w 8 — 1 1/8" 0 x 3'-0" W/8" HOOK 36"0
o 9• (SEE DETAIL ON THIS SHEET)
9
� U
C❑NSTRUCTI❑N
J❑INT (2) MK.— B20
f
f f I f N CLR. 3" 3" CLR,
---PIT WALL
0
MK.- B19 4 REQ'D.
EA. PIER I o
I in MK.— B27 ® 2'-0" C/C
lr_1n
CLR. 3' E'-CL R
MK.— B22 8 REQ'D.
f 9" 9rr EQUALLY SPACED
ao
`oT
MK.— 820 ® ABOUT 9 1/2" C/C o HOOK
SECTION C
(SIGN FOUNDA TION)
I �
U
1
T
ANCHOR BOLT ASSEMBLY SECTION D
6 (TURNING BLOCK)
2" x 2" x C/4" SIDE WALL EL T.
3/8" END WALL G�(" so09060,
WA 2�
coo 5 C.A.T. SCALE CO.
�� 37307 �
4 W
P.O. Box 639
3 Walcott, Iowa 52773
� •;FGISTO 0*6•;�
s 000*0006 � Pilot Travel Center
COPING FOUNDA T10N S�ONA1_ z Arlington, WA 98223
SECTIONS C-C & D-D - CAT SCALE PIT
REV. DATE MMSIDN DESMPTION DR. APPVD.
sr.Lr ort 713 1. aur+c rxAeex
FAIRBANKS F=;;Z E_N/I s I O IV NONE MTN 112016 4
2'-71 u
END WALL L 7LS TOP OF PIT WALL
CL SCALE
I I '
o o 0 0 N
o — — °—
o 0 0 0
0 0 0 0
BUMPER PLATE
PLATES EMBEDDED FLUSH
(2) REQ'D. EACH END. ATTACH
TO FORM W/ 314"0 X 3" BOLTS HOLES W1 CPLG. NUTS
NUTS ON BACK SIDE TO BE
SIDE CHECK PLATE EMBEDDED INTO CONCRETE
PLATES EMBEDDED FLUSH
(2) REQ'D. EACH END.
DETAIL - END WALL CHECKING
T.
�N MK—B11 �� F
• WACN
�•
I
;••9F 37307�0 •:
I NA1-�
4150>8
s C.A.T. SCALE CO.
SAT P.O. Box 639
DETAIL - SAFETY PIER 4 Walcott, Iowa 52773
3
Pilot Travel Center
2 Arlington, WA 98223
DETAILS - WALL CHECKING & SAFETY PIERS
REV. DALE RENSIDN DESpiIP11oN DR APPVD. F m ]B WE mug Min
FAIRBANKS FR E�/I �I O IV NONE M7N 112016 5
REINFORCING STEEL SCHEDULE - 5'-0" PIT
--------------------------------------------------------
----------------------------------------------------------
MARK (STY DESCRIPTION LENGTH A B
B1 60 # 4 STRAIGHT 22'-6"
ANCHORS ® 24 CTRS B2 86 # 4 STRAIGHT 13'-10"
2 X 2 X 114" ANGLE B3 28 # 5 STRAIGHT 13'-10"
B4a 12 # 6 BENT - DET A 15'-9" 2'-0"
Bob 12 # 6 BENT - DET A 16'-8" 2'-0" 12'-8"
B5 188 # 4 STRAIGHT 6'-6"
B6 30 # 4STRAIGHT 12'-2"
87 40 # 4 STRAIGHT 9'-10"
B8 18 # 4 STIRRUPS - DET B 12'-8" 0'-11" 5'-1"
89 96 # 5 STRAIGHT 22'-6"
610 110 # 4 STIRRUPS - DET B 12'-0" 0'-7" 5'-1"
B11 32 # 4 BENT - DET E 8'-6" 0'-10" 3'-0"
812 50 # 4 STRAIGHT 22'-6"
„ *B13 40 # 4 STRAIGHT 4'-0"
TYPICAL 20 —0 COPING B14 8 # 5 TIES - DET B 14'-8" 4'-6" 2'-6-
8 - REQ'D. B15 4 # 5 TIES - DET B 8'-8" 1'-6" 2'-6"
B16 8 # 5 TIES - DET B 9'-8" 2'-0" 2'-6"
B17 40 # 4 BENT - DET C 2'-10" 1'-0" 1'-10"
B18 72 # 6 BENT - DET C 3'-3" 1'-0" 2'-3"
B19 8 # 6 BENT - DET C 6'-2" 1'-0" 5'-2"
B20 16 # 5 TIES - DET B 10'-4" 2'-8" 2'-2"
B21 6 # 5 HOOP - DET D 8'-3" (DIA.) 2'-6"
B22 8 # 6 STRAIGHT 10'-2"
823 128 # 4 BENT - DET C 5'-0" 2'-0" 3'-0"
*MK 813 IS SUPPLEMENTARY AND IS NOT PART OF THE SCALE PIT REBAR
2" X 2" X 3/8" ANGLE
o ANCHORS ® 8" CTRS.
N — — N
y
� A � A � A � R
yl A I`
TYPICAL END WALL COPING DET A DET B DET C DET D DET E
2 — REQ'D. �p,E�_T Nv NOTE:
G 00000*00 ALL REINFORCING STEEL TO BE ASTM A615 GRADE 60 DEFORMED..�' F WA . 2j, ALL BENDING MUST BE COLD FORMED.
,� 37307 5 C.A.T. SCALE CO.
O OOseFGISTEP!�:�� 4 °s/�� P.O. Box 639
sS*sNA*s* 3 Walcott, Iowa 52773 2 Pilot Travel Center
Arlington, WA 98223
1 COPING DETAIL & REINFORCING STEEL DETAIL
4�5�18 REV. DATE MMSON DfiS WTION W. AMC. scruF oA78 1DAh oa �
FAIRBANKS R E'%/I �1 01V s NONE MTN
11201s 6
1/5
6-0"SCALE PIT CALCULATIONS
FAIRBANKS
LOCATION Pilot Travel Center
2430 State Route 530 NE
Arlington, WA 98223
DATE 4/5/18
5E�-T' NU
40
p; 37307
OrS.QtSTE?� G�
••...•••
NAL
415118
OFFICE COPY
CITY OF ARLINGTON
BUILDING DEPARTMENT
APPROVED Received
GATE 5Z SY APR 11 2018
CHANGER AUTHORIZED
UNLESS APPROVEDVERBBY THTH&
BUILDING INSPECTOR
1
5'-0"SCALE PIT CALCULATIONS 2
SAVED AS: SCALEP5.MCD
LOADS
wrrrrtrrtrrtw,wwttttttwwwwwrrrrrtttrrtrrttttrtrrrtttrvtrtttrrrrrrrrtrrwtrrrtrrrrrrtrrrr#rtrrrrttrr*wtt
APPROACH APPROACHTANDE -=32 kips PER AXLE ON TANDEM
APPROACHSiNGLE=20 kips ON SINGLE
STEERING AXLE PLATFORM STEERINGAXLEPLAT:=60 kips
DRIVE AXLE PLATFORM DRIVEAXLEPLAT:=80 kips
TRAILER AXLE PLATFORM TRAILERAXLEPLAT:=120 kips
APPROACH SLAB: (SECTION A-A ON DRAWINGS)
*,r,r**rttt***t**r***tttt+r**t***tttt**t*+.ttar*+.**tttttt*rt*tr*+.t**tttttttttrt*t*ttt*t**w**r*tttttt*****
LOAD ON TWO WHEELS:
APPROACH•TA,VDEnl
LOAD]:= 4 LOAD1=8 kips
SING�f•
LOAD2:=APPROACH LOAD2=10 kips
2
USE: LOAD:=LOAD2 LOAD=10 kips
ASSUME TIRE PRESSURE= 100 psi
10 kips AT 100 PSI => Fb= 300 psi
USE 12"SLAB FOR 1000 psf
USE#4 BARS AT 8"C-C
Maximum wheel load in 1000 lb
3
Soil Slab Flexural stress, p_s.1
bearing, thickness, 300 350 400 450
p.s_I in_ Tire pressure, p.s_I.
50 75 100 50 75 100 50 75 100 50 75 100
10 5 11 8 7 14 10 9 18 13 11 21 16 13
6 16 13 11 21 16 14 26 19 17 33 24 20
7 23 18 15 30 22 19 33 28 23 49 31 28
8 32 23 21 42 30 26 * 38 32 * 47 38
20 5 14 9 8 18 13 11 23 17 13 32 20 16
6 21 15 13 28 19 16 39 25 20 * 32 24
7 31 31 18 43 28 22 36 28 * 46 35
30 5 17 11 9 23 15 12 35 19 15 * 24 18
6 26 17 14 39 23 18 * 30 22 * 39 28
7 40 23 20 * 34 26 * 44 32 * 42
40 5 19 13 10 32 17 13 * 22 17 28 21
6 33 19 15 * 27 20 36 26 * 33
7 * 28 22 40 28 * * 37 * 48
50 5 24 14 11 19 14 * 26 18 * 37 23
6 22 16 * 31 22 * 41 28 * 37
7 * 32 23 * 47 32 42
*Maximum wheel load exceeds 50,000 lb_
From Portland Cement Assoc. "Concrete Floors on Ground"
PIT BEARING:
LOADS ARE TRANSMITTED THROUGH LOAD CELLS ON PIERS TO
LONGITUDINAL WALLS. ASSUME FOOTING WIDTH OF 12"+6"+6"=24"
AREA:=2.83.2
AREA=332 FT^2
qs:= 260 •1000
:1 RFA qs=783 psf < 1000 psf OK
CHECK PIT SLAB FOR SHRINKAGE STEEL:
P:=0.002.8.12
P=0.192 inA2/ft
USE: #4 BARS AT 12" C-C E.W. _> A.prov= 0.20 in^2/ft OK
SECTION A-A ON DRAWINGS
CHECK PIERS AS PLAIN CONCRETE: 4
xwwwxxwx,cx+xxxxxxxxxwxxxxxxfwfwxrxxwxrxwxxtxfwx►fwwxxxwwxwxxxxxxwxwxr*xxfww+Rxx*wkxxwwxxrfxxxwrrxxxrxxx
HT Ax:=3.24 HTm4x=72 in > 24 in OK
60.36.4000.0.85.0.9
Pnaaxf�= 1.7. 1000
Pbmxi=3888 kips>> 35 kips OK
FOR 60"X 36"PIERS
_ 30.36.4000.0.85.0.9
Pnlaxz Pnaaxz=1944 kips» 12 kips OK
1.7. 1000
FOR 30"X 36"PIERS
_ 24.36.4000.0.85.0.9
PMaxs� 1.7. 1000 Pn�ax3=1555 kips» 12 kips OK
FOR 24"X 36"PIERS
USE:
(2)#5 TIES HORIZONTAL
(7)#6 VERTICALS FOR 60"X 36"PIERS
(4)#6 VERTICALS FOR 30"X 36"AND 24"X 36"PIERS
SECTION B-B ON DRAWINGS
CHECK PIT WALLS: (SECTION B-B ON DRAWINGS)
xxxxwxxxxxxxxxwwxxxxxxxxxxxxxxxxwwxxxxxxxxwwwxwxwwwxwxxxxxxwxxxxwwxxxxxxx*wx**xwx*xxxx*xxxxwxxwxx*xxx
USE IMPACT FACTOR OF 2.0
W:=qs-2.2.1.7 W=5325 kips/ft
BOTTOM STEEL:
M:=0.08•W-18z •12. 4 • 1
3 1000 M=2209 in-kips
As:= `N As=0.866 in^2
60.0.9.0.9.52.5
Aprov:=4.0.31 Aprov=1.24 in^2>As OK
TOP STEEL:
M:=0.10•W•182 .12. 4 • 1
3 1000 M=2761 in-kips
As:= M As=1.082 in^2
60.0.9.0.9.52.5
Aprov:=4.0.31 Aprov=1.24 in^2>As OK
SHEAR OK BY INSPECTION
CONSIDER SURCHARGE: 5
ASSUME A RESTRAINED WALL CONDITION WITH A 16 kip LOAD
PROVIDING MAXIMUM SURCHARGE. ASSUME LOAD IS DESTRIBUTED
THRU SOIL IN A T-0"SQUARE AREA.
16
q:=
3 q=1.778 ksf
EQUIVSOILHT:= `�' 1000
110 EQUIVSOILHT=16.2 ft
1,77
5Q
797
Design wall as restrained at top and bottom.
Consider 12 long segment:
4.5 z 50 4.5 z
M:=.125. 797. + . M=1040 ft�
2 2 2 )
As:= 1.7•M•12 As=0.05 inA2/ft
.9•.9.60000.9.5
0.20
Aprov:= 1.5
Aprov=0.13 inA2/ft
One#4 each 18 inches
Aprov=As OK
SECTION B-B ON DRAWINGS
I I otli
Notes:
1. Engineering Data: 4. Information Needed To Figure Section Modulus: 5. All The Internal Square Tube Is Securely Welded To The
The Neutral Axis For The Large "A" Frame Is Shown Centroid Height: 18.50 Feet. Steel Angle That Is Bolted To The Aluminum Frame.
Below. Cross Sectional Area (A) Is 2.138 In'. Signage Area: 107.5 Square Feet. The Steel Angle Is Bolted To The Frame By Using
Moments Of Inertia About The Neutral Axis Arely-y — Wind Load: 30 Pound Wind Load. 1/2"-13 X1" Bolts, Flat Washers And Nuts.
2.533 In And I.-x = 36.860 In
4 Section Modulus: 11 .93 6. The Sign Is Bolted To Each Pole With (4) 5/8"-11 X
The Following Is How The Section Modulus Is Figured: 2" Bolts With Flat Washers.
Ir••r 9 g 7. Electrical Requirements Are As Follows:
t._. L = Length Of Sign (Feet) Trademark Sign
W = Width Of Sign (Feet) (5) ISB-1040-14—E Advance Ballasts Or Equivalent,
=
Material Is Aluminum 6063 alloy, T6 Temper. F Force (Pounds Or Kilo pounds )H Height From Grade to the Center Of Force (Feet) 2.0 Amps Per Ballost. Total Of 10.0 Amps)
2. All Sign Cabinets And Poles To Be Surfaced Cleaned And BM = Bending Moment (Foot—Pounds Or Foot Kilo pounds) (20) T12F60 CWHO Fluorescent Lamps.
Etched In Preparation For Painting. S = Section Modulus (Cubic Inches ) Speaker Sign
3. Finish Paint Color To Be Per Customer Specifications. p = Design Wtnd Pressure (Pounds Per Square Foot) (1) ISB-1040-14—E Advance Ballasts Or Equivalent,
Fs = Design Unit Stress (Pounds Per Square Inch Or 1.0 Amps Per Ballast.
Kilo pounds Per Square Inch) (3) T121F36 CWHO Fluorescent Lamps.
Fs = 26670 P.S.I. Or 26.67 K.S.I. 8. Ali Steel Welding Is To Be Done With F7018 Rod Or
Equivalent.
F = A * P 9. Signs are fabricated per UL requirements and shall
BM = F * H be installed per NEC 600 specifications
S = (BM * 12)/Fs
- J 13 3/8"
20'-0"
CSC GL34���C D 1_`�,15nITHFUR10
5'-4 1/2" .-A V��U
0
4 b � L� I P=
SCALE SCALE � s
Left Side View
OFFICE
COPY
Of Sign
21'-5 3/4"
CITY OF ARLINGTON T
W W BUILDING DEPARTMENT G�;�:•0* 111
16'-1 1/4" a�rrt� Fror I � #•• F WA !�
k IeN Of SIc, .au
tp�a�i��ta m �•
I •-
DA 5 /S BY O
NO CHANGES AUTHORIZED S so ^,J37307 e ti
UNLESS APPROVED BY THE U •���V �".0••0
6'-11 /8" BUILDING INSPECTOR 0600
Received
16'-0" -i APR 112018
UAL
605 SW 37TH ST NAME:CAT SCALE - 5TANDARD 51GN PACKAGE UAL
PROJECT: 6CALE: NONE I GESIGNER: �AN THISISACONCEPTWING FINAL DUCT
GRIMES,IA 50111 REVISIONS: MAY VARYTHISARTWORK el
515-243-5663•FAX:515-243-5313 SKETCH#:1116-00 5X205TANDARD80MPH Pilot Travel Center IS PROPERTY OF
TOLL FREE:800-307-8186 Arlington WA 98223 EAGLE SIGN CO.AND
EAGLE�IGN�CO. APPROVAL: DATE: MAY N OT BE REPRODUCED
www.eaglesign.net �(
8" -
4" 0 3/4"
+- _•_J" -
2-:
Y 2.. X 3/t 6" 4 0 /
2' - \ I Steel Angle sB--;,�40 -E 1 2 3 4„
\ r BcI cs' 0 1 1/2„
l — i
2 3/4"
5 1/2 Match Plate Detail
For Sign
Material Is 1/2" Steel Plate
1/2"
i tiV:iiCr1
e >' g" Drilled & Tapped
r _ — 4„ For 5/82' - 11 Bolts
k X + e
5uucre aiee T:�FE _ 2 \ 8 X R" 8r. -
5 112
e �V c.cei c I • •
Aro,n ,,E a_cr e. i� SPr �� 2 3/4"
�
Ce;u;l Cob;net .Lgy_ou 2 3/4" o1 1/2" Tod Plate Detail
5 1/2" For Poles
Material Is 1/2" Steel Plate
2'-0"
15'-8 3/4"
1-1 1 1/2 Pipe 9'-2 3/8" -{ 1'-0"
Thread Drilled & I � 1 1/2"
Tapped
5" 4
04 1/2"
2 1/2° 2'-7 1/4" �- 6'-11" - 1'-6"
2'-0"
Drilled & Tapped 1/2" X 4 1/2" :�k 9"
3/8-16 NC Thread X 6" Gussets 1 -0
1/4" Minimum Fillet Weld Around Square Tube. 1/4" 4/5ti/18
Minimum Fillet On ,All Weld Able Edges Of Gussets
Note: o"
It Takes 2 Poles Per Set, But The Holes Shown In This View Are 01 3/4"
Only Put in One Pole, Not Both. Base Plate Detail -- 1'-6" --
Material Is 1 1/4" Steel ege ***
G'•• r WAS'
Bevel Bottom Of 8" X 8" X 1/4"
Steel Plate And Top Square Steel Tube 1'-0., 5" 01/4" *j�
Of Tube, Weld Full 6" 2 /2 i
And Grind Level
07/32° 4.. + 6" yN 37307
2 +° Hand Hole Cover .1/2" SS�ONA1#•*
5" X 3" Rectangle — 1'-3" Material Is 16 Go. Cold
Main Pale Detail Hole Rolled Stee':
THIS IS A CONCEPTUAL
605 SW 37TH ST NAME:CAT SCALE- 5TANDARD SIGN PACKAGE rRoJeaT: SCALE! NONE I DESIGNER: CRN DRAWING.FINAL PRODUCT
GRIMES,IA 50111 nevlslods: MAY VARY.THIS ARTWORK
• 515-243-5663•FAX:515-243-5313
sKETCH#:1116-00_5X205TANDARD80MPH Pilot Travel Center 15 PROPERTY OF
TOLL FREE:800-307-8186 Arlington,WA 98223 EAGLE SIGN CO.AND
EAGLE S NCO www.eaglesign.net APPROVAL:X DATE:X MAY NOT BE REPRODUCED
84'-0"
81'-4"
65'-8"
43'-0"
10'-0" 3" 15'-8" 22'-8" 21'-6" 21'-6"
3" 10'-0"
� 2'-4"
—0 0 SEE END WALL
2'-6" =� I I 1 —0" — — — — — — — — — — — — — CHECKING DETAIL
— - - - - - - -- - - - - - - - - - - - - - - (TYP.)
E B I 30 x30 x3O f C o D E
= I I — SUMP �et "
2-6' �' 2'-0 = I
too 14
10'-0" LEVEL _=_ ===z = —= = _ — � _ 4'-0"0
APPROACH —4 I 4'-0"0 `i 4" SCH 40 PVC ^ I�
E -ef L I-e-B 6'-0"0 SLOPE TO SUMP JDE)
y I -
E 10-0 LEVEL
APPROACH
2 X 2 X 114" ANGLE
0
GROUND LE
ROD I I (SEE DETAIL)
TURNING BLOCK TO BE ON 6" 6" co
SEE WALL MOUNT CHECK SAFETY PIER (TYP.
THE SIDE WHICH AN EXITING D B 2'-8" N PIT
BRACKET DETAIL (TYP.)
TRUCK WILL TURN, OR AS 4 3 TRAFFIC FLOW B
REQ'D BY SITE CONDITIONS.
SEE SIGN FOUNDATION DETAIL
C PLAN VIEW
4
ELT. NU
�• F WA3y . 2�
NOTES.
1. USE 4000 PSI CONCRETE ® 28 DAYS. CONCRETE SHALL 5. MAKE 3 CONCRETE TEST CYLINDERS, LABEL WITH POUR 12. PROVIDE MEANS SO THAT ADEQUATE DRAINAGE FOR THE *i
BE A MIX DESIGN UTILIZING TYPE II PORTLAND CEMENT DATE AND DESCRIPTION OF POUR, WRAP CYLINDERS IN PIT EXISTS. UTILIZE SUMP PUMPS TO INSURE THAT NO STANDING g/5�18 i
AND NORMAL WEIGHT AGGREGATES WITH 5-77. AIR 6 MIL POLY. WATER CAN ACCUMULATE IN THE PIT. ;• 37307 •; ti
ENTRAINMENT. NO FLY ASH WILL BE ALLOWED. 7. ALL WORK TO BE IN ACCORDANCE WITH ACI 301. •.�G/gT�P�•.•
MAXIMUM ALLOWABLE SLUMP SHALL BE 4 1/2". 8. BOTTOM OF PIT SHOULD BE SUPPORTED ON NON-EXPANSIVE '°•••j°' G
CONCRETE TO BE MECHANICALLY VIBRATED TO INSURE WELL DRAINED MATERIAL CAPABLE OF SAFELY SUPPORTING sS�ONA%-
PROPER CONSOLIDATION. 1000 PSF.
2. USE A MIX DESIGN WHICH WILL DEVELOP 4000 PSI 9. ALL BACKFILL SHOULD BE PLACED IN 8 INCH LIFTS AND
STRENGTH IN 7 DAYS ON THE APPROACHES. COMPACTED TO 95Z OF MAXIMUM DENSITY PER ASTM 1557
3. ALL REINFORCING TO BE ASTM A-615 GR 60 DEFORMED OR APPROVED ALTERNATE.
BARS. ALL BAR TO BE LOCATED AS SHOWN ON PLANS 10. SUITABLE CONDUIT FOR LOW VOLTAGE CONDUCTOR SHIELDED 5 C.A.T. SCALE CO.
WITH ALL INTERSECTING BAR SECURELY TIED AND CABLE MUST PASS THRU THE PIT WALL AS INDICATED ON THIS -PAT P.O. Box 639
CHAIRED INTO POSITION. BEND BARS COLD. REMOVE DRAWING. CONDUIT MUST EXTEND BEYOND PIT WALL 2" MIN. 4 '�-�` Walcott, Iowa 52773
SCALE, LOOSE FLAKEY RUST, DIRT AND OTHER 11. WORK FROM CENTER LINES WHEN ERECTING FORMS AND PLACING 3
COATING THAT WOULD IMPAIR BONDING. FOUNDATION EMBEDMENTS. PLACE EMBEDMENTS TO WITHIN Pilot Travel Center
4. ALL CONCRETE SURFACES SHALL BE FORMED WITH WOOD +/--118" OF POSITIONS INDICATED ON DRAWINGS. (EMBEDMENT 2 Arlington, WA 98223
OR METAL FORMS USING APPROVED METHODS. NO MUST BE PLACED WITHIN +/--1/8" OF TOTAL DIMENSIONS 1 PLAN - 5'-0" DEEP SCALE PIT
CONCRETE VERTICAL SURFACE SHALL BE POURED OF SCALE.)
REV. DAlE REVISION DESCPoP110N DR APPVD. SGUE Im
TB DATE m,�IIUBEA
AGAINST DIRT. FAIRBANKS FR E=N/I �I O IV � NONE 0" MTN 112016 1
z
0
18' SQ.
w -8 - 1 1/8" 0 x 3'-0" W/8" HOOK
o 9' (SEE DETAIL ON THIS SHEET) 36 0
C❑NSTRUCTI❑N
J❑INT (2) MK.- B20
cu f
`° f N
00 I f a CLR. 3" 3" CLR.
--PIT WALL =
MK.- B19 4 REQ'D.
EA. PIER IV o
in MK.- B21 ® 2'-0" C/C
CLR, 3' y P'_CL R
} 9.. 9,. MK.- B22 8 REQ'D.
EQUALLY SPACED
00
MK.- B20 ® ABOUT 9 1/2" C/C o T 1 1/8" HOOK
SECTION C
(SIGN FOUNDATION)
I �
U
c
� I
T
ANCHOR BOLT ASSEMBLY SECTION D
l (TURNING BLOCK)
/ \ 2' x 2" x 318 SIDE WALL �pEL T.
3 8" END WALL G`C" ej°O°e°,�
e F WA '
5 C.A.T. SCALE CO.
4 (SAT P.O. Box 639
OZe°�F�� P�o�°: 3 Walcott, Iowa 52773
COPING FOUNDATION ss/ONAL��� 2 Pilot Travel Center
Arlington, WA 98223
4151>8 1 SECTIONS C-C & D-D - CAT SCALE PIT
REV. DATE RE 90N DESCRIPTION DR. APPVD. SCAU oRT13 o�� on�c n
FAIRBANKS F? a::N/I S I O N !ES NONE �� M1N
112016 4
84'-0"
81'-4"
65'-8"
11'-4" 43'-0"
15'-8" 22'-8" 21'-6" 21'-6"
-0
of 2'-6" C "� 1_0 SEE END WALL
�a 'v
- - --� _ — - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - CHECKING DETAIL
r - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (TYP.)
I I E B I 30 x30 x30 f o
SUMP C D _ E
2-6" ��-
N co
10'-0" LEVEL — _=_ ===s = _ _=I �_ _ ____ —= ===LO =
`V A APPROACH �( 1'-4 0 4,_0.,� N I ^ � 4-0'O 1 -4
I�-
2 E � I �L _ 6�_p"�� - S" SCHT40SPVC p 0 E I 10 0 LEVEL
1 II
L - - APPROACH
LaFE - - - - 6Iz � - - -� - - — I - - - - - - - - - - — - - 2 X 2 X 1/4" ANGLE - -
`r ROD L (SEE DETAIL)
TURNING BLOCK TO BE ON 6" \6" SEE WALL MOUNT CHECK SAFETY PIER TYP.
THE SIDE WHICH AN EXITING D B 2�_8y BRACKET DETAIL (TIPC14 .) PIT
TRUCK WILL TURN, OR AS TRAFFIC FLOW B
REQ'D BY SITE CONDITIONS. 4 3 3
SEE SIGN FOUNDATION DETAIL
C PLAN VIEW
4
T' NC7
�.• F WA
NOTES.
1. USE 4000 PSI CONCRETE ® 28 DAYS. CONCRETE SHALL 5. MAKE 3 CONCRETE TEST CYLINDERS, LABEL WITH POUR 12. PROVIDE MEANS SO THAT ADEQUATE DRAINAGE FOR THE
BE A MIX DESIGN UTILIZING TYPE II PORTLAND CEMENT DATE AND DESCRIPTION OF POUR, WRAP CYLINDERS IN PIT EXISTS. UTILIZE SUMP PUMPS TO INSURE THAT NO STANDING 4�5�>B
AND NORMAL WEIGHT AGGREGATES WITH 5-77 AIR 6 MIL POLY. WATER CAN ACCUMULATE IN THE PIT. 'L 37307
ENTRAINMENTT, NO FLY ASH WILL BE ALLOWED. 7. ALL WORK TO BE IN ACCORDANCE WITH ACI 301. .•9F `�O
MAXIMUM ALLOWABLE SLUMP SHALL BE 4 1127 8. BOTTOM OF PIT SHOULD BE SUPPORTED ON NON-EXPANSIVE ` •• GIST Q/STEP .0
CONCRETE TO BE MECHANICALLY VIBRATED TO INSURE WELL DRAINED MATERIAL CAPABLE OF SAFELY SUPPORTING SS��NAI_�
PROPER CONSOLIDA TION. 1000 PSF.
2. USE A MIX DESIGN WHICH WILL DEVELOP 4000 PSI 9. ALL BACKFILL SHOULD BE PLACED IN 8 INCH LIFTS AND
STRENGTH IN 7 DAYS ON THE APPROACHES. COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM 1557
3. ALL REINFORCING TO BE ASTM A-615 GR 60 DEFORMED OR APPROVED ALTERNATE.
BARS. ALL BAR TO BE LOCATED AS SHOWN ON PLANS 10. SUITABLE CONDUIT FOR LOW VOLTAGE CONDUCTOR SHIELDED 5 C.A.T. SCALE CO.
WITH ALL INTERSECTING BAR SECURELY TIED AND CABLE MUST PASS THRU THE PIT WALL AS INDICATED ON THIS
CHAIRED INTO POSITION. BEND BARS COLD. REMOVE DRAWING. CONDUIT MUST EXTEND BEYOND PIT WALL 2" MIN. 4 PAT P.O. BOX 639
3
SCALE, LOOSE FLAKEY RUST, DIRT AND OTHER 11. WORK FROM CENTER LINES WHEN ERECTING FORMS AND PLACING W Walcott, Iowa 52773
COATING THAT WOULD IMPAIR BONDING. FOUNDATION EMBEDMENTS. PLACE EMBEDMENTS TO WITHIN nu Pilot Travel Center
4. ALL CONCRETE SURFACES SHALL BE FORMED WITH WOOD +/-1/8" OF POSITIONS INDICATED ON DRAWINGS. (EMBEDMENT 2
OR METAL FORMS USING APPROVED METHODS. NO MUST BE PLACED WITHIN +/-1/8" OF TOTAL DIMENSIONS Arlington, WA 98223
�
CONCRETE VERTICAL SURFACE SHALL BE POURED OF SCALE.) PLAN - 5'-0�� DEEP SCALE PIT
AGAINST DIRT. ' ME REW"DESMPnON pR APM. SCME Im T8 DATE MAY"MAMR
FAIRBANKS R E N/I �I O IV �S NONE MT 1 1 112016 1
— —
MK.— B5 ® 12" C/C NOTE:SAFETY PIERS AND LOADCELL PIERS MARKS SAME AS OPPOSITE END
(FIELD BEND) "1'_1" NOT SHOWN FOR CLARITY 1'-1" 3"
MK.— B6 ® 8" C/C BUMPER PLATE
MK.— B7 ® 8" C/C 4 REQ'D. EACH END
MK.— Bob EQ. SPA.
o� I
I 20" I �
f MK.— B4a EQ. SPA. (OVERLAP) CO
0 81'-4" WALL WALL
MK.— B8 ® 18" C/C
(STIRRUPS) CLR. 2- (4) MK.— B3 ® 12" C/C MK.— B2 @ 12" C/C 10'-0"
10'-0" BETWEEN MK.— B2 TYP. U.N. MK.— 81 @ 12" C/C
CLR. 2"�
00
MK.— B23 ® 18" CA
" \(7) MK.— B3 (3) MK.— B3,/I
MK.— B4 6 1 —4 ® 6 C/C ® 6 C/C 1'-4" 6"
EQ. SPA. /
17'-0" 22'-8" 21'-6" 22'-10" I
84'-0"
SECTION A-A
so EL T. NU
0000,0
G�' F WA3c.,r+• 2�
*�co
5 C.A.T. SCALE CO.
0 9 37307v 4 Csaa P.O. Box 639
SS�;;4900 �' 3 Walcott, Iowa 52773
NAL Pilot Travel Center
415178 2 Arlington, WA 98223
ELEVA TION - 5'-0" DEEP SCALE PIT
REV. DATE REVISION DESCRIPTION DR. APPVD. sC/�E DATE ate KAMM
FAIRBANKS F? E_ /N, I �I O IV S NONE " MT 1 112016 2
11'-2" WALL / WALL
5'-7" 5'-7"
9" 9"
3" 2 X 2 X 3/8" ANGLE 3"
r J SEE DETAIL MK.-B9
MK.-B5 ® 12" C/C
T
1 Z M, CLR. 3" I oo FURNISHED 22''6/LENGTHS.
� I. � " '� � MK.-B9 EQ. SPA.
u 2 CLR. u J.,
0 4'-0" MK.-B17 4 REQ'D. PER PIER i 4-0
I N
MK.-B14 ® PIERS B & C MK.-810 ® 18" C/C (STIRRUPS)
CLR. 2" MK.-815 ® PIERS D MK.-B9 EQ. SPA.
MK.-CLR.
® PIERS E MK.-B23 ® 18" C/C
3
SEE OPP. END FOR CLEAR DIMS.
PP. END - MK.-B9 EQUALLY SPACED
MARKS SAME AS O
ao I d
30"x30"x30" CONC. FURNISHED IN 22'-6" LENGTHS.
6" 1'-0" �, SUMP MK.-B18 EQ. SPA. 1'-0" 6"
(7) REQ'D. ® PIERS B & C
(4) REQ'D. ® PIERS D & E
MK.-B18 2 REQ'D. (T1P.)
13'-2" +AFL T. /V
G'' E WA 'L>,
SECTION B—B * co
1 S 37307
Q 'oFG/ST0 04
ss�oniA1 * '�'
g15118
5 C.A.T. SCALE CO.
4 �PAT P.O. Box 639
3 Walcott, Iowa 52773
2 Not Travel Center
Arlington, WA 98223
1 SECTION B-B - CAT SCALE PIT
REV. DATE REVISION DESCRIPTION DR. APPVD. WXE m TB DATE WAIM MWAfA
FAIRBANKS F2 IV !E3 NONE 1—u 8113 3
Z
O_
18" SQ.
w 8 — 1 118" 0 x 3'-0" W/8" HOOK 36"0
9" (SEE DETAIL ON THIS SHEET)
" U
C❑NSTRUCTI❑N
� J❑INT V(2) MK.— B20
cu t
1-o �j `o
f 00} I f N CLR. 3" 3" CLR.
PIT WALL o
I
MK.— B19 4 REQ'D.
EA. PIER CI
un MK.— B21 ® 2'-0" C/C
CLR. 3" C
! + f \ 9" I 9,. MK.— 822 8 REQ'D.
EQUALLY SPACED
co
MK.— 1320 ® ABOUT 9 112" C/C o 1 118" HOOK
SECTION C
(SIGN FOUNDATION)
I �
U
a
� I
T
ANCHOR BOLT ASSEMBLY SECTION D
6 (TURNING BLOCK)
2" x 2" x 114" SIDE WALL �p0—T
318" END WALL G`C"•4e69 00*0' •
5 ��� C. P.O.SCALE Box 639 O.
p�(� ,9 97�oir ov 4 ��' Walcott, Iowa 52773
G Pilot Travel Center
COPING FOUNDA TION SS��NAL 2 Arlington, WA 98223
1 SECTIONS C-C & D-D - CAT SCALE PIT
FUV. DATE BENISON DESCRIPTION DR. A"w• MAE oR 713 wh Wf"G M�
FAIRBANKS F� a::�/I s I O IV � NONE �^� MTN 112016 4
2'—/n" 21_7 1 U
END WALL L I 2 TOP OF PIT WALL
- - - - - - - - - - - - - - - - - - - - - - - - - -
SCALE `rio°p
I I I
-- I
0 0 0 c N
0 o 0 0
a o 0 0
0 0
BUMPER PLATE
PLATES EMBEDDED FLUSH
(2) REQ'D. EACH END. ATTACH
TO FORM W/ 314"0 X 3" BOLTS HOLES W/ CPLG. NUTS
NUTS ON BACK SIDE TO BE
SIDE CHECK PLATE EMBEDDED INTO CONCRETE
PLATES EMBEDDED FLUSH
(2) REQ'D. EACH END.
DETAIL — END WALL CHECKING
�Q.ELT. /N
MK—B11 — V 0*0 9 q•'0
rn W
CN
-, 37307
f15178
SS�ONAL•���
s C.A.T. SCALE CO.
4 PAT P.O. Box 639
DETAIL - SAFETY PIER Walcott, Iowa 52773
3
Pilot Travel Center
2
Arlington, WA 98223
DETAILS — WALL CHECKING & SAFETY PIERS
REV. DATE FUSION DESCRIPTION DR APPVD. W-4LE lff BAN ORNI16 NIA
FAIRBANKS FR E N/I S 1 O IV :S=— NONE Itmu M7N 1 112016 5
REINFORCING STEEL SCHEDULE — 5'-0" PIT
MARK QTY DESCRIPITON LENGTH A B
ANCHORS ® 24" C1RS B1 60 # 4 STRAIGHT 22'-6"
82 86 # 4 STRAIGHT 13'-10"
2 X 2 X 114" ANGLE B3 28 # 5 STRAIGHT 13'-10"
B4o 12 # 6 BENT — DET A 15'-9" 2'-0" 11'-9"
B4b 12 # 6 BENT — DET A 16'-8" 2'-0" 12'-8"
B5 188 # 4 STRAIGHT 6'-6"
- - - - - - - - - - - - - - - - - - - - - - - -
B6 30 # 4 STRAIGHT 12'-2"
B7 40 # 4 STRAIGHT 9'-10
B8 18 # 4 STIRRUPS — DET B 12'-8" 0'-11" 5'-1"
B9 96 # 5 STRAIGHT 22'-6"
B10 110 # 4 STIRRUPS — DET B 12'-0" 0'-7" 5'-1"
B11 32 # 4 BENT — DET E 8'-6" 0'-10" 3'-0.
B12 50 # 4 STRAIGHT 22'4"
*B13 40 # 4 STRAIGHT 4'-0"
TYPICAL 20'-0" COPING 814 8 # 5 TIES — DET B 14'-8" 4'-6" 2'-6"
8 - REQ'D. 815 4 # 5 TIES — DET B 8'-8" 1'—C 2'-6"
B16 8 # 5 TIES — DET B 9'-8" 2'-0" 2'—C
B17 40 # 4 BENT — DET C 2'-10" 1'-0" 1'-10"
B18 72 # 6 BENT — DET C 3'-3" 1'-0" 2'-3"
819 8 # 6 BENT — DET C 6'-2" 1'-0" 5'-2"
B20 16 # 5 TIES — DET B 10'-4" 2'-8" 2'-2"
B21 6 # 5 HOOP — DET D 8'-3" (DIA.) 2'—C
822 8 # 6 STRAIGHT 10'-2"
B23 128 # 4 BENT — DET C 5'—O" 2'-0" 3'-0"
*MK B13 IS SUPPLEMENTARY AND IS NOT PART OF THE SCALE PIT REBAR
2" X 2" X 3/8" ANGLE A A
4" + A
ANCHORS ® 8" CTRS. F r
1 N 71
f - f X m
ca
iCm
A A A B �I A
TYPICAL END WALL COPING DET A DET B DET C DET D DET E
2 - REQ'D. T.T. NU NOTE:
G60•F 90 0 2� ALL REINFORCING STEEL TO BE ASTM A615 GRADE 60 DEFORMED.
ALL BENDING MUST BE COLD FORMED.
�� 37307 5
C.A.T. SCALE CO.
�':FGISTEP��•' 4 &PAt'T_ P.O. Box 639
�s`S�ONAL � Walcott, Iowa 52773
3
Pilot Travel Center
2 Arlington, WA 98223
1 COPING DETAIL & REINFORCING STEEL DETAIL
4�5�18 rev. DME EMSON DEsp2 ION DR APPVD. X&E ML TB DATE 7IR e
FAIRBANKS R E�/I S 1 0 IV S NONE " MTN /2ols 6
CITY OF ARLINGTON INSPECTION CARD
No building construction shall be commenced until permit holder
INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a
REMAIN AT JOB SITE conspicuous place on the premises.
OWNER: PILOT TRAVEL CENTERS,LLC CONTRACTOR: CAT SCALE COMPANY
JOB ADDRESS: 2430 STATE ROUTE 530 LOT NUMBER TYPE GROUP
NATURE of WORK: CAT SCALE AND SIGN
USE of BUILDING: TRUCK STOP
PERMIT No: BLD-1941 DATE ISSUED: 7/18/2018
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS
FOOTING 7/27/2018 YES KO
BUILDING FOUNDATION 7/30/2018 YES KO
(360)403-3417 UNDERFLOOR
SHEARWALL
PLUMBING(groundwork)
ROUGH PLUMBING
GAS PIPING
ROUGH HEATING&VENTILATION
FRAMING
INSULATION
WALLBOARD(SHEAR/RATED WALLS)
CEILING GRID
STRUCTURALSLAB
CROSS CONNECTION CONTROL IN PREMISE
PUBLIC WORKS GRADING
(360)403-3457 TEMPORARY TECSP
ASBUILTS APPROVED
MAINTENANCE BOND
STORM DRAINAGE SYSTEM
PAVING,SIGNAGE&MARKINGS
LANDSCAPING
PLANNING CONDITIONS
ONSITE UTILITIES WATER
ONSITE UTILITIES SEWER
Sewer OFFSITE UTILITIES WATER
(360)403-3508 OFFSITE UTILITIES SEWER
SEWER PRETREATMENT
Water CROSS CONNECTION CONTROL PREMISE
(360)403-3526 SIDE SEWER/CLEANOUT/FINAL
WATER SERVICE INSTALLATION
WATER SERVICE FINAL
FIRE DEPARTMENT
(360)403-3526 HYDRO/FLUSH
(360)403-3607 UNDERGROUND**INCL FDC
(360)403-3607 FIRE ALARM /AUTOMATIC SPRINKLER
(360)403-3417 HOOD SUPPRESSION SYSTEM
(360)403-3607 FINAL FIRE WALK-THROUGH
(360)403-3417 FINAL INSPECTION
ALL SIGNATURE BLOCKS MUST BE COMPLETE
Permit#: 1941
Permit Date: 04/30/18
Permit Type: SIGN INSTALLATION
Project Name: Pilot Travel Center#1103
Applicant Name: CAT Scale Company
Applicant Address: 515 Sterling Drive
Applicant, City, State, Zip: Walcott, IA 52773
Contact: Ryan Duncan
Phone: 563-468-5226
Email: ryan.duncan@iowa80group.com
Scope of Work: Cat Scale
Valuation: 83000.00
Square Feet: 0
Number of Stories: 0
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 07/25/2018
Permit Expires:
Form Permit Type:
Status: LASERFICHE
Assigned To: Launa Black
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
31050800300300 2430 STATE ROUTE 530 PILOT TRAVEL 910 Undeveloped
CENTERS LLC (Vacant)Land
Contractors
Contractor Primary Contact Phone Address Contractor Type License License
CAT Scale Company Ryan Duncan 563-468-5226 515 Sterling Drive CONSTRUCTION
CONTRACTOR
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
07/30/2018 C20.BUILDING Approved
FINAL
Plan Reviews
Date Review Type Description Assigned To Review Status
04/30/2018 Commercial Other Scale Foundation BUILDING
Fees
Fee Description Notes Amount
Processing/Technology $25.00
Signs Valuation Permit Fee Only $1,266.20
Total $1,291.20
Attached Letters
Date Letter Description
07/18/2018 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
07/18/2018 Ryan Duncan 70867530 cc $1,291.20
Outstanding Balance $0.00
Uploaded Files
Date File Name
01/02/2020 6044072-1941 7-27-18 IC.pdf
09/18/2018 3950759-Approved Plans.pdf
09/18/2018 3950760-Approved Calcs.pdf
07/25/2018 3748738-1941 Issued Permit.pdf
04/30/2018 3426994-Pilot Cat Calcs.pdf
04/30/2018 3426995-Pilot Cat Scale Anp.pdf
04/30/2018 3426992-Pilot Cat Sign Detail 2.pdf
04/30/2018 3426993-Pilot Cat Sign Detail.pdf
Date: 03/20/2026
Permit#: 1941
Permit Date: 04/30/2018
Review Date: 04/30/2018
Permit Type: SIGN INSTALLATION
Review Type: Commercial Other
Target Date: 05/21/2018
Scheduled Time: 00:00
Completed Date: 05/09/2018
Description: Scale Foundation
Review Status:
Assigned To: BUILDING
Time In: 00:00
Time Out: 00:00
Hours: 0.0
Property Information
Parcel#: 31050800300300 PILOT TRAVEL CENTERS LLC
PILOT TRAVEL CENTERS LLC 5508 LONAS ROAD
2430 STATE ROUTE 530 KNOXVILLE, TN 37909
Zoning: 910 Undeveloped(Vacant) LandLot: Block:
1/5
5-0" SCALE PIT CALCULATIONS
FAIRBANKS
LOCATION Pilot Travel Center
2430 State Route 530 NE
Arlington, WA 98223
DATE 4/5/18
•'�� F 60000
WAsy�.
��'��'FGSTEP��'G�
ssio►vA�•�'
Created with PTC Mathcad Express. See www.mathcad.com for more information.
5-0" SCALE PIT CALCULATIONS 2
SAVED AS: SCALEP5.MCD
LOADS
*****************************************************************************************************
APPROACH APPROACHTANDEM:=32 kips PER AXLE ON TANDEM
APPROACHSINGLE:=20 kips ON SINGLE
STEERING AXLE PLATFORM STEERINGAXLEPLAT:=60 kips
DRIVE AXLE PLATFORM DRIVEAXLEPLAT:=80 kips
TRAILER AXLE PLATFORM TRAILERAXLEPLAT:=120 kips
APPROACH SLAB: (SECTION A-A ON DRAWINGS)
*****************************************************************************************************
LOAD ON TWO WHEELS:
APPROACHTANDEM
LOAD1:= LOAD1=8 kips
4
APPROACHSINGLE
LOAD2:= 2 LOAD2=10 kips
USE: LOAD:=LOAD2 LOAD=10 kips
ASSUME TIRE PRESSURE = 100 psi
10 kips AT 100 PSI => Fb = 300 psi
USE 12" SLAB FOR 1000 psf
USE#4 BARS AT 8" C-C
Created with PTC Mathcad Express. See www.mathcad.com for more information.
3
Maximum wheel load in 1000 lb.
Soil Slab Flexural stress. p.s.l.
bearing; thickness. 300 350 400 450
P.S.I. in. Tire pressure. p.s.l.
50 75 100 50 75 100 50 75 100 50 75 100
10 5 11 8 7 14 10 9 18 13 11 21 16 13
6 16 13 11 21 16 14 26 19 17 33 24 20
7 23 18 15 30 22 19 33 28 23 49 31 28
8 32 23 21 42 30 26 38 32 47 38
20 5 14 9 8 18 13 11 23 17 13 32 20 16
6 21 15 13 28 19 16 39 25 20 32 24
7 31 31 18 43 28 22 36 28 46 35
30 5 17 11 9 23 15 12 35 19 15 24 18
6 26 17 14 39 23 18 30 22 39 28
7 40 23 20 34 26 44 32 42
40 5 19 13 10 32 17 13 22 17 28 21
6 33 19 15 x 27 20 36 26 33
7 28 22 x 40 28 37 48
50 5 24 14 11 x 19 14 26 18 37 23
6 22 16 x 31 22 41 28 37
7 x 32 23 47 32 42
x Maximum wheel load exceeds 50.000 lb.
From Portland Cement Assoc. "Concrete Floors on Ground"
PIT BEARING:
*****************************************************************************************************
LOADS ARE TRANSMITTED THROUGH LOAD CELLS ON PIERS TO
LONGITUDINAL WALLS. ASSUME FOOTING WIDTH OF 12" + 6" + 6" = 24"
AREA:=2.83.2
AREA=332 FT^2
qs:= 260 , 1000
AREA qs=783 psf < 1000 psf OK
CHECK PIT SLAB FOR SHRINKAGE STEEL:
*****************************************************************************************************
P:=0.002.8.12
P=0.192 in^2/ft
USE: #4 BARS AT 12" C-C E.W. _> A.prov = 0.20 in^2/ft OK
SECTION A-A ON DRAWINGS
Created with PTC Mathcad Express. See www.mathcad.com for more information.
CHECK PIERS AS PLAIN CONCRETE: 4
*****************************************************************************************************
HTMAX:=3.24 HTMAX—
72 in > 24 in OK
60.36.4000.0.85.0.9
1'MAxt:= 1.7.1000
PMAXI=3888 kips >> 35 kips OK
FOR 60"X 36" PIERS
P 30.36.4000.0.85.0.9 p 1944 kips >> 12 kips OK
MAxa:= 1.7.1000 MAxa= p p
FOR 30"X 36" PIERS
P 24.36.4000.0.85.0.9 p 1555 kips >> 12 kips OK
MAxa:= 1.7.1000 MAxa= p P
FOR 24"X 36" PIERS
USE:
(2)#5 TIES HORIZONTAL
(7)#6 VERTICALS FOR 60"X 36" PIERS
(4)#6 VERTICALS FOR 30"X 36"AND 24"X 36" PIERS
SECTION B-B ON DRAWINGS
CHECK PIT WALLS: (SECTION B-B ON DRAWINGS)
*****************************************************************************************************
USE IMPACT FACTOR OF 2.0
W:=qs•2.2.1.7 W=5325 kips/t
BOTTOM STEEL:
M:=0.08• W•182 •12. 4 . 1
3 1000 M=2209 in-kips
As:= M As=0.866 in^2
60.0.9.0.9.52.5
Aprov:=4.0.31 Aprov=1.24 inA2 >As OK
TOP STEEL:
M:=0.10•W•182 .12. 4 • 1
3 1000 M=2761 in-kips
As:= M As=1.082 inA2
60.0.9.0.9.52.5
Aprov:=4.0.31 Aprov=1.24 inA2 >As OK
SHEAR OK BY INSPECTION
Created with PTC Mathcad Express. See www.mathcad.com for more information.
CONSIDER SURCHARGE: 5
*****************************************************************************************************
ASSUME A RESTRAINED WALL CONDITION WITH A 16 kip LOAD
PROVIDING MAXIMUM SURCHARGE. ASSUME LOAD IS DESTRIBUTED
THRU SOIL IN A 3'-0" SQUARE AREA.
16
q:=i
3
q=1.778 ksf
EQUIVSOILHT:= q-1000
110 EQ UIVSOILHT=16.2 ft
1.77
ksf
50
797
Design wall as restrained at top and bottom.
Consider 12 long segment:
M:=.125.�797. 4.52 + 2 . 4.52 M=1040 ft-#
2 2 2
As:— 1.7•M. 12 As=0.05 inA2/ft
.9•.9.60000.9.5
Aprov:= 0.20 Aprov=0.13 inA2/ft
1.5
One#4 each 18 inches
Aprov =As OK
SECTION B-B ON DRAWINGS
Created with PTC Mathcad Express. See www.mathcad.com for more information.
Created with PTC Mathcad Express. See www.mathcad.com for more information.
COMMERCIAL APPLICATION
'~��xNG10 PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551
The following minimum information Is required for your Commercial/Multi-Family Building Permit
Application. Mark each box to designate that the information has been provided. Please submit this
checklist as part of your submittal documents. Incomplete applications will delay the review.
❑ One (1) City of Arlington Commercial/Multi-Family Permit Application
(One (1) permit application per building or structure is required)
❑ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form
❑ Two (2) Architectural Drawings
❑ Two (2) Structural Drawings
❑ Two (2) Structural Calculations
❑ One (1) Project Specification Manuals (if applicable)
❑ One (1) NREC Code Compliance Forms
❑ One (1) Special Inspection Requirements Forms
❑ One (1) Occupant's Statement of Intended Use Form
Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then
ROLLED TOGETHER IN COMPLETE SETS
An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications.
To schedule an appointment please contact the City of Arlington Permit Center at (360)403 3551 or by
email to ced@arlingtonwa.clov.
I acknowledge that all Items designated above are included as part of this application.
REV 2015 Page 1 of 9
COMMERCIAL APPLICATION
i P
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE" Arlington,WA 98223" Phone(360) 403-3551
A. FEES DUE AT TIME OF PERMIT ISSUANCE
B. CODES
The City of Arlington currently enforces the following:
International Codes
1. 2015 International Building Code (IBC)
2. 2015 International Residential Code(IRC)
3. 2015 International Mechanical Code(IMC)
4. 2015 International Fuel Gas Code(IFGC)
5. 2015 International Fire Code(IFC)
6. 2015 International Plumbing Code(IPC)
7. 2015 International Property Maintenance Code(IPMC)
8. 2015 International Existing Property Code(IEBC)
9. 2015 Washington State Energy Code (WESC)
10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1)
Washington State Amendments
1. WAC 51-50 Washington State Building Code
2. WAC 51-51 Washington State Residential Code
3. WAC 51-52 Washington State Mechanical Code
4. WAC 51-54 Washington State Fire Code
5. WAC 51-56&51-57 Washington State Plumbing Code and Standards
6. WAC 51-11 Washington State Energy Code
7. WAC 296-46B Electrical Safety Standards,Administration, and Installation
C. CITY OF ARLINGTON DESIGN REQUIREMENTS
Design Wind Speed: 85 miles per hour(Exposure C)
Ground Snow Load: 25 pounds per square foot
Seismic Zone: D2
Rainfall: 2 inches per hour for roof drainage design.
Frost Line Depth: 12 inches
Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1)
D. PLANS AND DRAWINGS
Submit two(2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum
30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled
dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not
for construction,that have red lines,cut and paste details or those that have been altered after the design professional has
signed the plans.
Please Note: A separate submittal of plans is required for each building or structure.
REV 2015 Page 2 of 9
COMMERCIAL APPLICATION
r
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE" Arlington,WA 98223• Phone(360) 403-3551
DETAILED SUBMITTAL REQUIREMENTS
Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents
A. ❑ SITE PLAN—REQUIRED WITH ALL SUBMITTALS
(May be included as part of the Architectural Drawing cover Sheet)
1. Drawing shall be prepared at scale not to exceed 1"=20 feet.
2. Show building outline and all exterior improvements.
3. Provide property legal description and show property lines.
4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for
irregular plan shapes).
5. Show building setbacks, easements and street access locations.
6. Indicate North direction.
7. Indicate finish floor elevation for the first level.
8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation
contour lines.
9. Show the location of all existing underground utilities, including water,sewer,gas and electrical_
10. Flood hazard areas,floodways,and design flood elevations as applicable.
B. ❑ ARCHITECTURAL DRAWINGS
1. ❑ Cover Sheet
a) Building Information
1. Specify model code information.
2. Construction Type.
3. Number of stories and total height in feet.
4. Building square footage(per floor and total)
5. IBC Occupancy Type(show all types by floor and total).
6. Mixed-use ratio(if applicable)
7. Occupant load calculation (show by occupancy type and total)
8. List work to be performed under this permit
b) Design Team Information
1. Design Professional in Responsible Charge
2. Architects
3_ Structural Engineers
4 Owner
5. Developer
6. Any other Design Team Members
2. ❑ Floor Plan
a) Plan view 1/8"minimum scale. Details a minimum Y.-inch scale.
b) Plans must show the entire tenant space.
c) Specify the use of each room/area.
d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces)
e) Show ALL exits on the plans;include new,existing or eliminated.
f) Show Barrier-Free information on the drawings.
g) Show the location of all permanent rooms,walls and shafts.
h) Note the uses in the adjacent tenant spaces,if applicable.
i) Provide a door and door hardware schedule.
REV 2015 Page 3 of 9
A.
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551
j) Show the location of all new walls,doors,windows, etc.
k) Provide details and assembly numbers for any fire resistive assemblies.
1) Indicate on the plans all rated walls,doors,windows and penetrations.
m) Provide a legend that distinguishes existing walls,walls to be removed and new walls.
3. ❑ Reflected Ceiling Plan
a) Plan view 118"minimum scale. Details a minimum Y4-inch scale.
b) Provide ceiling construction details.
c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details.
d) Show the location of all emergency lighting and exit signage.
e) Detail the seismic bracing of the fixtures.
f) Include a lighting fixture schedule.
4. ❑ Framing Plan
a) Specify the size, spacing, span and wood species or metal gage for all stud walls.
b) Indicate all wall, beam and floor connections.
c) Detail the seismic bracing for all walls.
d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions.
5. ❑ Storage Racks(if applicable)
a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height.
b) Eight feet or less,show a positive connection to floor or walls.
NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes.
C. ❑ SPECIAL INSPECTION
1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare
a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building
permit to comply with IBC 106.1.
D. ❑ WASHINGTON STATE ENERGY CODE
1.One (1) completed Washington State Non-Residential Energy Code Envelope Summary forms.
E. OCCUPANT'S STATEMENT OF INTENDED USE
1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a
Hazardous Materials inventory Statement(HMIS). Contact the Arlington
REV 2015 Page 4 of 9
`t 1
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551
The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are
issued separately.Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application
and may also require separate plan review.
Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish
County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the
approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions
or for more information.
An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your
project requires an intake appointment,to schedule an appointment or to ensure that you have the most current
information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov.
Incomplete applications will not be accepted.
I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be
considered a complete submittal.
REV 2015 Page 5 of 9
G1�Y .�l•,
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551
THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE
IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBUTTAL CHECKLIST AND AN OCCUPANTS
STATEMENT OF INTENDED USE.
Name of Project:CAT Scale @ Pilot Travel Center valuation: $72,000 for Foundation/$11,000
Project Address: 2430 State Route 530 NE
Parcel ID#: 31050800300200 Legal Description 310508-033-002-00,310508-003-003-
Owner: CAT Scale Company (Owner/Builder) Phone Number: 563-468-5226
Address: 515 Sterling Drive City:Walcott State:IA Zip Code:52773
Engineer:Mike Nugent Phone Number: 812-457-4539
Cell Phone: E-mail: mnugentPmseidesign.com
1049 Boundary Blvd. Rotunda West FL 33981
Address: City: State: Zip Code:
General Contractor:CAT Scale Company (Owner/Builder) Phone Number:
Cell Phone: E-mail:
Address: City: State: Zip Code:
Contractor's License Number: Expiration:
Contact Person: Ryan Duncan -Construction Coordinator Phone Number: 563-468-5226
Cell Phone: E-mail: ryan.duncan@iowa80group.com
Address: 515 Sterling Drive City:Walcott State: A Zip Code: 52773
Proposed Scope of Work:Installation of Certified Truck Scale Foundation with Overhead Directional Signage
REV 2015 Page 6 of 9
Y
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551
Project Name/Tenant CAT Scale Company
Site Address2430 State Route 530 NE Bldg/Unit/Suite
IBC Construction Type VB-II IBC Occupancy Type Utitlity-U
Description of Use Truck Scale
Building Square Footage 2201 Number of Stories
Square Footage Per Floor
Will there be any installation, modification or removal of the following? (Check all that apply)
❑ Automatic fire extinguishing systems
❑ Compressed gas systems
❑ Fire alarm and detection systems
❑ Fire pumps
❑ Flammable and combustible liquids(tanks,piping etc...)
❑ Hazardous materials
❑ High piled/rack storage
❑ Industrial ovens/furnace
❑ Private fire hydrants
❑ Spraying or dipping operations
❑ Standpipe systems
❑ Temporary membrane structure,tents (>200sq ft)or canopies(>400 sq ft)
Provide details on any of the above checked items_
Installation,changes, modifications or removal of any of the above may require additional submittals,
Information, or permits during the plan review or construction process.
Statement of Special Inspection
REV 2015 Page 7 of 9
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551
Name of Project:
Project Address:
Special Inspection Firm: _ _ _
Address:
Contact Person: _ Phone:
Email:
Special Inspection Firm Special Inspectors:
The Special inspection Firm of will perform special inspection for
the following types of work(separate forms must be submitted if more than one firm is to be employed).
( ) Reinforced Concrete
( ) Bolting in Concrete
( ) Pre-stressed Concrete
( ) Shotcrete
( ) Structural Masonry
( 1 Structural Steel and Welding
( ) High-Strength Bolting
( j Spray-Applied Fireproofing
( ) Smoke-Control Systems
( ) Other Specify:
All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection
is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume
must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications.
The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will
not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved.
A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall
be brought to the immediate attention of the contractor for resolution. A weekly shall be submitted to the City;detailing the inspections
and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be
detailed on a discrepancy report and presented to the building department.
A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that
inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda.
Any unresolved discrepancies must be detailed in the final report.
The special inspector and special inspection firm serve in the role as`deputy"City of Arlington inspectors and as such are responsible
to the City of Arlington Building Division in the performance of the required work.
Contractor:
The contractor shall provide the special inspector or agency adequate notification of work requiring inspection.
The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City
Inspector.The contractor shall maintain all daily inspections reports, on site,for review.
REV 2015 Page 8 of 9
- COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551
The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is
responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved
by the City Inspector.
Building Division:
The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the
approved plan set.
The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans.
The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed.
Design Professionals:
The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and
shall include a schedule for inspection and testing.
The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals
are obtained, prior to work shown on the revisions being performed.
Owner:
The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency
ENFORCEMENT:
A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may
void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would
need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may
result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved.
ACKNOWLEDGEMENTS
I have read andagree to comply with the terms and conditions of this agreement.
April 11, 2018
Owner: �•� _-� Date:
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described
property will be in a arnce with the laws files and regulation of the State of Washington.
Applicants Signature
Ryan Duncan April 11, 2018
Print Applicants Name Date
FOR STAFF USE ONLY
Permit# Accepted By Amount Received Receipt# Date Received
REV 2015 Page 9 of 9
84'-0"
81'-4"
65'-8"
43'-0"
15'-8" 22'-8" 21'-6" 21'-6"
10'-0„ 3„� 2'_4„ 3" 10'-0„
5-0 "
o o 1 -O SEE END WALL
d - - - — =2=6====1 —I— I=______=1—O'= _ _ ___________ CHECKING DETAIL
r - - - — — — - - - - - - (TYP.)
E B 30 x30 x30 C o D E
—e-L — SUMP e r�
10'-0" LEVEL — _ - -_ — _ ___— _ _ =___—=___� = 1 -1
A I 4'-0"0 „
APPROACH 1 -4 0 4'-0"0 — — — N — — — I�
2 �o a, 4" SCH 40 PVC
E ][-El! B L 6'-0"0 SLOPE TO SUMP D E 110 0 LEVEL
L = = _ — — _ —____ —_- - - - — - - - - - - - - - - — - - - - - - - - - - ===J APPROACH
— - - - - - - - - - - - - - - - - — - - - - - - - - - -
2 X 2 X 114" ANGLE
GR
(SEE DETAIL)
TURNING BLOCK TO BE ON 6„ 6" 00 SEE WALL MOUNT CHECK SAFETY PIER (TYP.)
THE SIDE WHICH AN EXITING D g 2'-8" N BRACKET DETAIL (TYP.) PIT g
TRUCK WILL TURN, OR AS 4 3 TRAFFIC FLOW 3
REQ'D BY SITE CONDITIONS.
SEE SIGN FOUNDATION DETAIL
C PLAN VIEW
4
G••• F WA 0
NOTES. !
1. USE 4000 PSI CONCRETE ® 28 DAYS. CONCRETE SHALL 5. MAKE 3 CONCRETE TEST CYLINDERS, LABEL WITH POUR 12. PROVIDE MEANS SO THAT ADEQUATE DRAINAGE FOR THE *i co •
BE A MIX DESIGN UTILIZING TYPE II PORTLAND CEMENT DATE AND DESCRIPTION OF POUR, WRAP CYLINDERS IN PIT EXISTS. UTILIZE SUMP PUMPS TO INSURE THAT NO STANDING
AND NORMAL WEIGHT AGGREGATES WITH 5-77o AIR 6 MIL POLY. WATER CAN ACCUMULATE IN THE PIT. 'L 37307
ENTRAINMENT. NO FLY ASH WILL BE ALLOWED. 7. ALL WORK TO BE IN ACCORDANCE WITH ACI 301. •
'Q O' '•F��T;%19•••••.•• 0C�
MAXIMUM ALLOWABLE SLUMP SHALL BE 4 112". 8. BOTTOM OF PIT SHOULD BE SUPPORTED ON NON-EXPANSIVE s
CONCRETE TO BE MECHANICALLY VIBRATED TO INSURE WELL DRAINED MATERIAL CAPABLE OF SAFELY SUPPORTING
PROPER CONSOLIDATION. 1000 PSF.
2. USE A MIX DESIGN WHICH WILL DEVELOP 4000 PSI 9. ALL BACKFILL SHOULD BE PLACED IN 8 INCH LIFTS AND
STRENGTH IN 7 DAYS ON THE APPROACHES. COMPACTED TO 951% OF MAXIMUM DENSITY PER ASTM 1557
3. ALL REINFORCING TO BE ASTM A-615 GR 60 DEFORMED OR APPROVED ALTERNATE.
BARS. ALL BAR TO BE LOCATED AS SHOWN ON PLANS 10. SUITABLE CONDUIT FOR LOW VOLTAGE CONDUCTOR SHIELDED 5 C.A.T. SCALE CO.
WITH ALL INTERSECTING BAR SECURELY TIED AND CABLE MUST PASS THRU THE PIT WALL AS INDICATED ON THIS PAT P.O. Box 639
CHAIRED INTO POSITION. BEND BARS COLD. REMOVE DRAWING. CONDUIT MUST EXTEND BEYOND PIT WALL 2" MIN. 4 0
SCALE, LOOSE FLAKEY RUST, DIRT AND OTHER 11. WORK FROM CENTER LINES WHEN ERECTING FORMS AND PLACING 3 Walcott, Iowa 52773
COATING THAT WOULD IMPAIR BONDING. FOUNDATION EMBEDMENTS. PLACE EMBEDMENTS TO WITHIN ""E Pilot Travel Center
4. ALL CONCRETE SURFACES SHALL BE FORMED WITH WOOD +/--1/8" OF POSITIONS INDICATED ON DRAWINGS. (EMBEDMENT 2 Arlington, WA 98223
OR METAL FORMS USING APPROVED METHODS. NO MUST BE PLACED WITHIN +/-1/8" OF TOTAL DIMENSIONS 1
CONCRETE VERTICAL SURFACE SHALL BE POURED OF SCALE.) PLAN - 5'-0" DEEP SCALE PIT
AGAINST DIRT. REV. DATE REVISION DESCRIPTION DR. APPVD.
SCALE M. 7B I DALE DRANING NUMBER
FAIRBANKS FR E 1 � o� �I I NONE MTN 112016 1
NOTE. MARKS SAME AS OPPOSITE END
MK.— 85 ® 12" C/C SAFETY PIERS AND LOADCELL PIERS
(FIELD BEND) "1'-1" NOT SHOWN FOR CLARITY 1'-1" 3"
MK.— B6 ® 8" C/C BUMPER PLATE
MK.— 87 @ 8" C/C
4 REQ'D. EACH END
I
0
I
CO MK.— 64b EQ. SPA. 20 �
MK.— B4o EQ. SPA. (OVERLAP) `�
0 81 —4 WALL/WALL
MK.—MB8 ® 18 C/C
(STIRRUPS) CLR. 2" (4) MK.— B3 @ 12" C/C MK.— B2 ® 12" C/C 10'-0"
10'-0" BETWEEN MK.— B2 TYP. U.N. LMK.— B1 ® 12 C/C
CLR. 2'
tMK.— B23 @ 18" C/C
(7) MK.— B3 (3) MK.— B3
MK.— B4 6" 1'-4" ® 6" C/C @ 6" C/C 1'-4» 6"
EQ. SPA.
17'-0" 22'-8" 21'-6" 22'-10" I
84'-0"
SECTION A-A
,�pEti T. N�
000000•0
G�.• F wAg 2�
*fco
5 C.A.T. SCALE CO.
Z• 37307 •; v 4 PAT P.O. Box 639
ti;G/sTE'4•.• Walcott, Iowa 52773
•0004•0• 3
OIVAL n�E
�/5/�8 2 Pilot Travel Center
Arlington, WA 98223
ELEVATION — 5'-0" DEEP SCALE PIT
REV. DATE REVISION DESCRIPTION DR. APPVD. GC&E DR. TB DATE I DRAWING NUMBER
FAIRBANKS R E UI S3 I o I'I �E3 NONE UIK U MTN 112016 2
11'-2" WALL / WALL
5'-7" 5'-7"
9„ 9»
3" 2 X 2 X 3/8" ANGLE 3"
SEE DETAIL MK.-B9
MK.-B5 @ 12" C/C
N
- - - - - - - - - - - - - - - - - - - -
MK.-B12 @ 12" C/C
z , CLR. 3" FURNISHED 22'-6" LENGTHS.
� ^ � MK.-69 EQ. SPA.
c� 2 CLR. 4'-0"
0 4'-0" MK.-B17 4 REQ'D. PER PIER N
LO MK.-B14 @ PIERS B & C MK.-B10 @ 18" C/C (STIRRUPS)
MK.-B15 @ PIERS D MK.-B9 EQ. SPA.
CLR. 2" MK.-B16 ® PIERS E MK.-B23 @ 18" C/C ��
SEE OPP. END FOR CLEAR DIMS.
3" CLR.
"�l
MARKS SAME AS OPP. END 0 MK.-89 EQUALLY SPACED
30"x30"xM' CONC. FURNISHED IN 22-6 LENGTHS.
6" 1'-0" SUMP MK.-B18 EQ. SPA. 1'-0" 6"
(7) REQ'D. @ PIERS B & C
(4) REQ'D. @ PIERS D & E
MK.-B18 2 REQ'D. (TYP.)
13'-2" EL T. M�
G ••••••••.•• •F WA3�,,,sr
SECTION B—B f co •
0Z••�PF 37307�I •.'
. GISTE� •
SS�OtvA1-
g/5�18
5 C.A.T. SCALE CO.
4 PAT P.O. Box 639
3 Walcott, Iowa 52773
'nu2 Pilot Travel Center
Arlington, WA 98223
1 SECTION B—B — CAT SCALE PIT
REV. DATE REVISION DESCRIPTION DR. APPVD• SCALE DR. T8 DATE DRAWNG NUMBER
FAIRBANKS FR E 11 1 !EE3 I o ry !EE3 NONE N" MTN 8113 3
Z
E7
18" SQ.
w 8 — 1 1/8" 0 x 3'-0" W/8" HOOK 36"0
0 9„ (SEE DETAIL ON THIS SHEET)
ry „
n 9
C❑NSTRUCTI❑N
� J❑INT (2) MK.— B20
0u
:o �u
Cu CLR. 3" 3" CLR.
PIT WALL
0
MK.— 819 4 REQ'D. I LO
EA. PIER I o
un MK.— B21 ® 2'-0" C/C
1'-1»
CLR. 3" CL R,
` 91, 91, 822 8 REQ'D.EQUALLY SPACED
00
MK.— B20 @ ABOUT 9 1/2" C/C o g } 1 1/8" HOOK
SECTION C
(SIGN FOUNDA TION)
I �
U
T
ANCHOR BOLT ASSEMBLY SECTION D
(TURNING BLOCK)
2" x 2" x C/4" SIDE WALL �t T.
L3/8" END WALL ..f wA�•
5 C.A.T. SCALE CO.
Z 37307 4 P.O. Box 639
p .�9Fj T;0pos. 3 Walcott, Iowa 52773
ss� � TIXE
2 Pilot Travel Center
COPING FOUNDA TION ONAL Arlington, WA 98223
�f�5�18
1 SECTIONS C—C & D—D — CAT SCALE PIT
REV. DATE REVISION DESCRIPTION DR. APPVD. SCALE DR TB DATE DRAWNG NUNBM
FAIRBANKS FR E N/I S I O IV S NONE MTN 112016 4
2'—71 2,—711
END WALL TOP OF PIT WALL
SCALE I IC0
i
0 0 0 0 N
0 0—
0 0 0 0
mi 0 0 0 0 3
0 0 0 0
BUMPER PLATE
PLATES EMBEDDED FLUSH
(2) REQ'D. EACH END. ATTACH
TO FORM W/ 314"0 X 3" BOLTS \�—HOLES W/ CPLG. NUTS
NUTS ON BACK SIDE TO BE
SIDE CHECK PLATE EMBEDDED INTO CONCRETE
PLATES EMBEDDED FLUSH
(2) REQ'D. EACH END.
DETAIL — END WALL CHECKING
T.
_IN MK—B11 �•vovevN(/,
Goy FWA 'Lj�
N �
37307 0
=� •.F G/STE�� •
.
�sS�oNAi'�'�'\
g�5�18
5 C.A.T. SCALE CO.
DETAIL - SAFETY PIER 4 P.O. Box 639
3 Walcott, Iowa 52773
TITLE2 Pilot Travel Center
Arlington, WA 98223
1 DETAILS — WALL CHECKING do SAFETY PIERS
REV. DATE REVISION DESCRIPTION DR. APPw• SCALE DR. T8 DATE DRAWING NUMBER
FAIRBANKS R E �� � 1 o N !S3 NONE N U MTN /20
16 5
REINFORCING STEEL SCHEDULE - 5'-0" PIT
---------------------------------------------------------
---------------------------------------------------------
MARK (STY DESCRIPTION LENGTH A B
ANCHORS ® 24" CTRS B1 60 # 4 STRAIGHT 22'-6"
2 X 2 X 1 4" ANGLE 82 86 # 4 STRAIGHT 13'-10"
B3 28 # 5 STRAIGHT 13'-10"
B4a 12 # 6 BENT - DET A 15'-9" 2'-0" 11'-9"
B4b 12 # 6 BENT - DET A 16'-8" 2'-0" 12'-8"
85 188 # 4 STRAIGHT 6'-6"
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 86 30 # 4 STRAIGHT 12'-2"
B7 40 # 4 STRAIGHT 9'-10"
88 18 # 4 STIRRUPS - DET B 12'-8" 0'-11" 5'-1"
89 96 # 5 STRAIGHT 22'-6"
B10 110 # 4 STIRRUPS - DET B 12'-0" 0'-7" 5'-1"
B11 32 # 4 BENT - DET E 8'-6" 0'-10" 3'-0"
B12 50 # 4 STRAIGHT 22'-6"
TYPICAL 20'-0" COPING *B13 40 # 4 STRAIGHT 4'-0"
814 8 # 5 TIES - DET B 14'-8" 4'-6" 2'-6"
8 — REQ'D. B15 4 # 5 TIES - DET B 8'-8" 1'-6" 2'-6"
816 8 # 5 TIES - DET B 9'-8" 2'-0" 2'-6"
B17 40 # 4 BENT - DET C 2'-10" 1'-0" 1'-10"
B18 72 # 6 BENT - DET C 3'-3" 1'-0" 2'-3"
B19 8 # 6 BENT - DET C 6'-2" 1'-0" 5'-2"
B20 16 # 5 TIES - DET B 10'-4" 2'-8" 2'-2"
B21 6 # 5 HOOP - DET D 8'-3" (DIA.) 2'-6"
822 8 # 6 STRAIGHT 10'-2"
B23 128 # 4 BENT - DET C 5'-0" 2'-0" 3'-0"
*MK B13 IS SUPPLEMENTARY AND IS NOT PART OF THE SCALE PIT REBAR
2" X 2" X 3/8" ANGLE
o L
ANCHORS @ 8" CTRS.
N N tK
m m m m
TYPICAL END WALL COPING DET A DET B DET C DET D DET E
2 — REQ'D. E�T. N� NOTE:
6
0
•000
0
0
ALL REINFORCING STEEL TO BE ASTM A615 GRADE 60 DEFORMED.
�00• F WA ti� ALL BENDING MUST BE COLD FORMED.
ti
* ca
Z 37307
• 5 C.A.T. SCALE CO.
••.9FG�STE���..•• 4 PAT P.O. Box 639
SS;i••••••• C�� 3 Walcott, Iowa 52773
ONAL n11E
2 Pilot Travel Center
Arlington, WA 98223
COPING DETAIL & REINFORCING STEEL DETAIL
REV. DATE REVISION DESCRIPTION DR. APPVD.
SCALE DR. TB DALE DRANING NUMBER
FAIRBANKS F=R E UI !Sj;; I o IV aj;; NONE I CNKD MTN 112016 6
Notes:
1. Engineering Data: 4. Information Needed To Figure Section Modulus: 5. All The Internal Square Tube Is Securely Welded To The
The Neutral Axis For The Large "A" Frame Is Shown Centroid Height: 18.50 Feet. Steel Angle That Is Bolted To The Aluminum Frame.
Below. Cross Sectional Area (A) Is 2.138 In' . Signage Area: 107.5 Square Feet. The Steel Angle Is Bolted To The Frame By Using
Moments Of Inertia About The Neutral Axis Arely-Y = Wind Load: 30 Pound Wind Load. 1/2"-13 X1" Bolts, Flat Washers And Nuts.
2.533 In And I.-. = 36.860 In 4 . Section Modulus: 11 .93 6. The Sign Is Bolted To Each Pole With (4) 5/8"-11 X
lY-Y The Following Is How The Section Modulus Is Figured: 2" Bolts With Flat Washers.
I L = Length Of Sign (Feet) 7. Electrical Requirements Are As Follows:
.-• Trademark Sign
(W = Width Sign (Feet) (5) ISB-1040-14—E Advance Ballasts Or Equivalent,
Material Is Aluminum 6063 alloy, T6 Temper. F = Force (Pounds Or Kilo pounds )
p H = Height From Grade To The Center Of Force (Feet) 2.0 Amps Per Ballast. (Total Of 10.0 Amps)
2. All Sign Cabinets And Poles To Be Surfaced Cleaned And BM = Bending Moment (Foot—Pounds Or Foot Kilo pounds) (20) T121`60 CWHO Fluorescent Lamps.
Etched In Preparation For Painting. S = Section Modulus (Cubic Inches ) Speaker Sign
3. Finish Paint Color To Be Per Customer Specifications. P = Design Wind Pressure (Pounds Per Square Foot) (1) ISB-1040-14—E Advance Ballasts Or Equivalent,
Fs = Design Unit Stress (Pounds Per Square Inch Or 1.0 Amps Per Ballast.
Kilo pounds Per Square Inch) (3) T12F36 CWHO Fluorescent Lamps.
Fs = 26670 P.S.I. Or 26.67 K.S.I. 8. All Steel Welding Is To Be Done With E7018 Rod Or
A = L * W Equivalent.
F = A * P 9. Signs are fabricated per UL requirements and shall
BM = F * H be installed per NEC 600 specifications
S = (BM * 12)/Fs
13 3/
20'-0" �JI
DDDDmDD DDDDDD ADD
5'-4 1/2" Q 119 ��D @ /% I D
W WOU ENTER ENTER
Left Side View
Of Sian
21'-5 3/4"
16'-1 1/4" c.n.� Front View Of Sian G�•• F WA�•o•
Back View Of Sian aaus . • •� >,
D ~
- 0 9 F
37307
�•. GISTE�� • ��
6'-11 7/8" .��������.•�\
ss%N
16'-0"
605 SW 37TH ST. NAME:CAT 5CALE - 5TANDARD SIGN PACKAGE PROJECT: SCALE: NONE I DESIGNER: CRN THISISACONCEPTUAL
GRIMES,IA 50111 REVISIONS: DRAWING.FINAL PRODUCT
515 243 5663•FAX:515 243 5313 SKETCH*:1116-00_5X205TANDARDSOMPH ------- Pilot Travel Center MAY VARY.THIS ARTWORK
IS PROPERTY OF
EAGLE sIGN Co. TOLL FREE:800-307-8186 Arlin t WA 98223 EAGLE SIGN CO.AND
wWW.eaglesign.net APPROVAL:
DATE:X g MAY NOT BE REPRODUCED
on,
8"
4" 0 3/4"
20'-0"
10'-0" 1 1/2" X 1 1/2" X 3/16" °
8'-0" \ 2"
uare Steel Tube 8" 5 1/2"
X 2" X 3/16" 4 0 0
2'-8" Steel Angle ISB-1040-14—E �� 2 3/4"
1 X' inside Ballast Or
diameter hole 6" 1 %" inside Equivalent 01 1/2"
diameter- '-ole' 7 2 3/4"
5 1/2" Match Plate Detail
For Sian
5'-4 1/2" Material Is 1/2" Steel Plate
Safety Switch
g" Drilled & Tapped
z
4„ For 5/8" — 11 Bolts
X 3" X 1/4" 4 1/2" �
Square Steel Tube 1/2" X 8" X 8" 8" °
1/4" Minimum Fillet Weld 11-01 Steel Plate 4" o ° 5 1/2"
Around Entire Square Tube. Lamp Center To Center ( See Detail ) 2 3/4"
Detail Cabinet Layout 2 3/4" 01 1/2"
Top Plate Detail
5 1/2" For Poles
Material Is 1/2" Steel Plate
15'-8 3/4" 2'-0"
1-1 1 1/2 Pipe g�-2 3/8°
Thread Drilled & � 0 1 1/2"
Tapped
5„ 4„
04 1/2"
2 1/2"
2'-7 1/4 6'-1 1"
Drilled & Tapped
3/8-16 INC Thread 1/2" X 4 1/2" 91,
X 6" Gussets
1/4" Minimum Fillet Weld Around Square Tube. 1/4" 4/5/18
Minimum Fillet On All Weld Able Edges Of Gussets
Note:
It Takes 2 Poles Per Set, But The Holes Shown In This View Are 91, 01 3/4"
Only Put In One Pole, Not Both. Base Plate Detail 1'-6"
Material Is 1 1/4" Steel �t T. N
'•e••o.•g••��
Bevel Bottom Of G• f WA
Steel Plate And To 8�� X 8" X 1/4"
Of Tube, Weld Fulpl Square Steel Tube 6 1'-0" 2 1/2 5» �b1/4" *s!!� .
And Grind Level 07/32" 4" i
2 +o Hand Hole Cover
ss�O••••' C?�
5" X 3" Rectangle 1'-3"
Material Is 16 Go. Cold NAU
Main Pole Detail Hole Rolled Steel
605 SW 37TH ST. NAME:CAT 5CALE - 5TANDARD SIGN PACKAGE PROJECT: SCALE: NONE DESIGNER: CRN THIS ISACONCEPTUAL
GRIMES,IA 50111 REVISIONS: DRAWING.FINAL PRODUCT
515 243 5663•FAX:515 243 5313 sKErcN#:1116-00_5X205TANDARDSOMPH Pilot Travel Center MAY VARY THIS ARTWORK
IS PROPERTY OF
EAGLE sIGN co. TOLL FREE:800 307 8186 Arlington,WA 98223 EAGLE SIGN CO.AND
wWW.eaglesign.net APPROVAL:X DATE:X g MAY NOT BE REPRODUCED
84'-0"
81'-4"
65'-8"
43'-0"
15'-8" 22'-8" 21'-6" 21'-6"
10'-0„ 3„� 2'_4„ 3" 10'-0„
5-0 "
o o 1 -O SEE END WALL
d - - - — =2=6====1 —I— I=______=1—O'= _ _ ___________ CHECKING DETAIL
r - - - — — — - - - - - - (TYP.)
E B 30 x30 x30 C o D E
—e-L — SUMP e r�
10'-0" LEVEL — _ - -_ — _ ___— _ _ =___—=___� = 1 -1
A I 4'-0"0 „
APPROACH 1 -4 0 4'-0"0 — — — N — — — I�
2 �o a, 4" SCH 40 PVC
E ][-El! B L 6'-0"0 SLOPE TO SUMP D E 110 0 LEVEL
L = = _ — — _ —____ —_- - - - — - - - - - - - - - - — - - - - - - - - - - ===J APPROACH
— - - - - - - - - - - - - - - - - — - - - - - - - - - -
2 X 2 X 114" ANGLE
GR
(SEE DETAIL)
TURNING BLOCK TO BE ON 6„ 6" 00 SEE WALL MOUNT CHECK SAFETY PIER (TYP.)
THE SIDE WHICH AN EXITING D g 2'-8" N BRACKET DETAIL (TYP.) PIT g
TRUCK WILL TURN, OR AS 4 3 TRAFFIC FLOW 3
REQ'D BY SITE CONDITIONS.
SEE SIGN FOUNDATION DETAIL
C PLAN VIEW
4
G••• F WA 0
NOTES. !
1. USE 4000 PSI CONCRETE ® 28 DAYS. CONCRETE SHALL 5. MAKE 3 CONCRETE TEST CYLINDERS, LABEL WITH POUR 12. PROVIDE MEANS SO THAT ADEQUATE DRAINAGE FOR THE *i co •
BE A MIX DESIGN UTILIZING TYPE II PORTLAND CEMENT DATE AND DESCRIPTION OF POUR, WRAP CYLINDERS IN PIT EXISTS. UTILIZE SUMP PUMPS TO INSURE THAT NO STANDING
AND NORMAL WEIGHT AGGREGATES WITH 5-77o AIR 6 MIL POLY. WATER CAN ACCUMULATE IN THE PIT. 'L 37307
ENTRAINMENT. NO FLY ASH WILL BE ALLOWED. 7. ALL WORK TO BE IN ACCORDANCE WITH ACI 301. •
'Q O' '•F��T;%19•••••.•• 0C�
MAXIMUM ALLOWABLE SLUMP SHALL BE 4 112". 8. BOTTOM OF PIT SHOULD BE SUPPORTED ON NON-EXPANSIVE s
CONCRETE TO BE MECHANICALLY VIBRATED TO INSURE WELL DRAINED MATERIAL CAPABLE OF SAFELY SUPPORTING
PROPER CONSOLIDATION. 1000 PSF.
2. USE A MIX DESIGN WHICH WILL DEVELOP 4000 PSI 9. ALL BACKFILL SHOULD BE PLACED IN 8 INCH LIFTS AND
STRENGTH IN 7 DAYS ON THE APPROACHES. COMPACTED TO 951% OF MAXIMUM DENSITY PER ASTM 1557
3. ALL REINFORCING TO BE ASTM A-615 GR 60 DEFORMED OR APPROVED ALTERNATE.
BARS. ALL BAR TO BE LOCATED AS SHOWN ON PLANS 10. SUITABLE CONDUIT FOR LOW VOLTAGE CONDUCTOR SHIELDED 5 C.A.T. SCALE CO.
WITH ALL INTERSECTING BAR SECURELY TIED AND CABLE MUST PASS THRU THE PIT WALL AS INDICATED ON THIS PAT P.O. Box 639
CHAIRED INTO POSITION. BEND BARS COLD. REMOVE DRAWING. CONDUIT MUST EXTEND BEYOND PIT WALL 2" MIN. 4 0
SCALE, LOOSE FLAKEY RUST, DIRT AND OTHER 11. WORK FROM CENTER LINES WHEN ERECTING FORMS AND PLACING 3 Walcott, Iowa 52773
COATING THAT WOULD IMPAIR BONDING. FOUNDATION EMBEDMENTS. PLACE EMBEDMENTS TO WITHIN ""E Pilot Travel Center
4. ALL CONCRETE SURFACES SHALL BE FORMED WITH WOOD +/--1/8" OF POSITIONS INDICATED ON DRAWINGS. (EMBEDMENT 2 Arlington, WA 98223
OR METAL FORMS USING APPROVED METHODS. NO MUST BE PLACED WITHIN +/-1/8" OF TOTAL DIMENSIONS 1
CONCRETE VERTICAL SURFACE SHALL BE POURED OF SCALE.) PLAN - 5'-0" DEEP SCALE PIT
AGAINST DIRT. REV. DATE REVISION DESCRIPTION DR. APPVD.
SCALE M. 7B I DALE DRANING NUMBER
FAIRBANKS FR E 1 � o� �I I NONE MTN 112016 1
Z
E7
18" SQ.
w 8 — 1 1/8" 0 x 3'-0" W/8" HOOK 36"0
0 9„ (SEE DETAIL ON THIS SHEET)
ry „
n 9
C❑NSTRUCTI❑N
� J❑INT (2) MK.— B20
0u
:o �u
Cu CLR. 3" 3" CLR.
PIT WALL
0
MK.— 819 4 REQ'D. I LO
EA. PIER I o
un MK.— B21 ® 2'-0" C/C
1'-1»
CLR. 3" CL R,
` 91, 91, 822 8 REQ'D.EQUALLY SPACED
00
MK.— B20 @ ABOUT 9 1/2" C/C o g } 1 1/8" HOOK
SECTION C
(SIGN FOUNDA TION)
I �
U
T
ANCHOR BOLT ASSEMBLY SECTION D
(TURNING BLOCK)
2" x 2" x C/4" SIDE WALL �t T.
L3/8" END WALL ..f wA�•
5 C.A.T. SCALE CO.
Z 37307 4 P.O. Box 639
p .�9Fj T;0pos. 3 Walcott, Iowa 52773
ss� � TIXE
2 Pilot Travel Center
COPING FOUNDA TION ONAL Arlington, WA 98223
�f�5�18
1 SECTIONS C—C & D—D — CAT SCALE PIT
REV. DATE REVISION DESCRIPTION DR. APPVD. SCALE DR TB DATE DRAWNG NUNBM
FAIRBANKS FR E N/I S I O IV S NONE MTN 112016 4