HomeMy WebLinkAboutCAG2023-293 - Change Order - #1 - Specialized Pavement Marking, LLC - 2023 Plastic Markings - 11/16/2023 Agreement Routing Form
• For Approvals,Signatures and Records Management
KE N T This form combines&replaces the Request for Mayor's Signature and Contract Cover Sheet forms.
WASH I N G-ON (Print on pink or cherry colored paper)
Originator: Department:
C. Frame PW Engineering
Date Sent: Date Required:
> 11/16/2023 11/27/2023
0
L
aAuthor'lzed to Sign: Date of Council Approval:
Q ❑Director or Designee 0 Mayor 5/5/2023
Budget Account Number: Grant? ❑Yes 0 No
11115530.64110.7497
Budget? 0 Yes ❑ No Type: N/A
Vendor Name: Category:
Specialized Pavement Markings Contract
Vendor Number: Sub-Category:
1081513 Change Order#1
0
-roject Name: 2023 Plastic Markings
E
`~ project Details:Make changes to the contract quantities per the attached revision list dated 51'3/23 and pay items: 1066
C Plastic Pedestrian Symbol, 1067 Plastic HOV Lane Symbol, 1068 4 inch Plaslic Line(Yellow), 1071 Paint
�.+ Line Removal,and Additional Temp. Traffic Control Devices.
C
E Agreement Amount: $33,463.75 Basis for Selection of Contractor: Bid
a
v� Start Date: N/A Termination Date: 27 Working Days
Q
.ocal Business? O Yes ❑No"
"If meets requirements per KCC 3.70.100,please complete'Vendor Purchase-Local Exceptions"form on Cityspoce.
Notice required prior to disclosure? Contract Number:
❑yes 0 No CAG2023-293
Date Received by City Attorney: Comments:
p1
C
0 11/16/23
> i
� 3
pt Date Routed to the Mayor's Office: 11/16/23
i�
Date Routed to the City Clerk's Office: 11/16/23
Visit Documents.KentWA.gov to obtain copies of all agreements
ROUTING FOR SIGNATURES
(Please review, sign, and pass on to the next person on list ASAP)
2023 Plastic Markings
Jason Barry
Preliminary Approval:
Email for Review:
Design Engineer
Carla Maloney
Jason Barry
Final Approval:
Email for Signatures:
E� Angie Fealy CF for AF 11/9/23
Initial and date
❑ Eric Connor
Initial and date
❑ Kelly Peterson
Initial and date
❑ Chad Bieren
Initial and date
Email Signed PE to:
Angie Fealy
Stephanie Anderson
Corey Frame
NOTES: 11/9- CO only, routing internally before Mayors signature-CF
0
KEN T
WASHINGTON
CHANGE ORDER NO. #1
NAME OF CONTRACTOR: Specialized Pavement Markings. LLC. ("Contractor")
CONTRACT NAME & PROJECT NUMBER. 2023 Plastic Markings
ORIGINAL CONTRACT DATE: May 5, 2023
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the parties, the project contract is modified as follows:
1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add
additional work or revise existing work as follows:
In addition to work required under the original Agreement and any prior
Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
Make changes to contract quantities per the attached revision list dated
5/3/2023 and add pay items: 1066 Plastic Pedestrian Symbol, 1067
Plastic HOV Lane Symbol, 1068 4 Inch Plastic Edge Line, 1069 4 Inch
Plastic Line (Yellow), 1071 Paint Line Removal, and Additional
Temporary Traffic Control Devices.
2. The contract amount and time for performance provisions of Section II "Time of
Completion," and Section III, "Compensation," are hereby modified as follows:
Original Contract Sum, $199,920.00
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $0.00
(incl. applicable WSST)
Current Contract Amount $199,920.00
(incl. Previous Change Orders)
Current Change Order $33,463.75
Applicable WSST Tax on this Change $0.00
Order
Revised Contract Sum $233,383.75
CHANGE ORDER - 1 OF 3
Original Time for Completion 25 working days
(insert date)
Revised Time for Completion under 00 working days
prior Change Orders
(insert date)
Days Required (±) for this Change Order 02 working days
Revised Time for Completion 27 working days
(insert date)
In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard
Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this
Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor
agrees to waive any protest it may have regarding this Change Order and acknowledges and
accepts that this Change Order constitutes final settlement of all claims of any kind or nature
arising from or connected with any work either covered or affected by this Change Order, including,
without limitation, claims related to contract time, contract acceleration, onsite or home office
overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the
Contractor from strict compliance with the guarantee and warranty provisions of the original
contract, particularly those pertaining to substantial completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order
shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this project
to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
CONTRACTOR: CITY OF KENT:
By: By: -
�gnat (signature)
Print Name:__ ,-f``✓ � 1� Print Name: Dana Ralph
Its Its Mayor _
title) (title)
DATE: DATE: 11/16/2023
CHANGE ORDER - 2 OF 3
ATTEST: APPROVED AS TO FORM:
(applicable if Mayor's
r{signature required)
Kent City Clerk Kent Law- Department
C[]n this field,you may enter the electronic Pilepath where the contract has been saved]
CHANGE ORDER - 3 OF 3
File No. 200.2
KENT
WASH rho
CHANGE ORDER WORKSHEET NO. 01
Construction Engineering Division - Public Works
Project: 2023 Plastic Markings Project No: 23-3011.2
Project Engineer: Joe Araucto Fed-Aid No: N/A
Capital Projects Jason Barry Contractor: Specialized Pavement
Manager: Marking
Date: 8/24/2023
I. Proposed Change
Make changes to contract quantities per the attached revision list dated 05/03/2023 and add pay items:
1066 Plastic Pedestrian Symbol; 1067 Plastic HOV Lane Symbol; 1068 4 inch Plastic Edge Line; 1069 4
Inch Plastic Line (Yellow); 1071 Paint Line Removal; and Additional Temporary Traffic Control Devices.
II. Reason and Background for Change
Various changes as broke down in the Appendix A attachment were deemed necessary by Operations
staff following contract award. This change also includes revising Kennebeck Ave from a two-way road
to a one-way between E Meeker St and E Gowe St (attachment included).
III. Method of Payment
NEW PAY ITEMS ❑ Not applicable
ch. Item Description Total Est. Unit Unit Price Total Estimated Cost of
No Qty Item
I 1066 - Plastic Pedestrian Symbol 2 EA $300.00 $ 600.00
I 1067 - Plastic HOV Symbol 2 EA $300.00 $ 600.00
I 1068 - 4 inch Plastic Edge Line 190 LF $10.00 $ 1,900.00
I 1069 - 4 inch Plastic Line (Yellow) 202 LF $10.00 $ 2,020.00
I 1070 - Paint Line Removal 400 LF $4.25 $ 1,700.00
I Additional Temporary Traffic Control 1 LS $1,500.00 $ 1,500.00
Devices
New Pay Items Total: $ 8,320.00
Page 1
DELETE EXISTING PAY ITEMS) per 1-09.5 ❑� Not applicable
Sch gid Item No. Item Description Qty Unit Unit Price Cost of Item
No.
$ -
Delete Existing Pay Items Total: $ -
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ❑ Not applicable
S No.ch Bid Item No. Item Description 7-Qty Unit Unit Price Cost of Item
Plastic Stop Line 1
I 1005 wide) 84 LF $8.75 $ 735.00
Plastic Stop Line (24"
I 1010 wide) 597 LF $12.50 $ 7,462.50
I 1020 Plastic Crosswalk Line 987 SF $8.75 $ 8,636.25
I 1025 Plastic Traffic Arrow 15 EA $250.00 $ 3,750.00
I 1030 Plastic Traffic Letter 10 EA $85.00 $ 850.00
8" Wide Plastic
Intersection Turn
I 1035 Extension Line (White) 190 LF $8.00 $ 1,520.00
Plastic Wide Drop Lane
I 1040 Line 114 LF $5.00 $ 570.00
I 1045 Plastic Wide Lane Line -110 LF $8.00 $ (880.00)
Traffic Separator Curb w/
I 1060 Delineator Post 3 EA $750.00 $ 2,250.00
Plastic Railroad Crossing
I 1065 Symbol -2 EA $1,350.00 $ (2,700.00)
I 1075 Uniformed Off-Duty Police 30 HR $80.00 $ 2,400.00
I 1080 Traffic Control Labor 120 HR $1.00 $ 120.00
I 1085 Traffic Control Supervisor 80 HR $2.00 $ 160.00
Portable Changeable
I 1095 Message Sign (PCMS) 20 DAY $1.00 $ 20.00
Sequential Arrow Sign 10 DAY $25.00
I 1100 (SAS) $ 250.00
Increase / Decrease to Existing Pay Items Total: $ 25,143.75
*TOTAL ESTIMATED COST OF CHANGE ORDER: $33,463.75
* Total of the Cost of Item Columns
Page 2
IV. WORKING DAYS
Original Contract:7 25 Due This Change Order: 2 Previous Total: 25
Explanation/Justification for Additional Working Days:
Added work scope.
*TOTAL WORKING DAYS: 27
* This Change Order + Previous Total
Capital Projects Manager: Date:
son Barry
Construction Engineering Date:
Supervisor: l6
J on Barry
Construction Manager: � Date: 30
Eric Connor
Page 3
Barry, Jason
From: Peterson, Kelly
Sent: Wednesday, August 2, 2023 12:15 PM
To: Connor, Eric
Cc: Barry, Jason; Bieren, Chad
Subject: RE: 2023 Plastic Markings Revision
Eric-
Per our conversation with Chad, please proceed with the change order for the 2023 Plastic Markings.
Thank you,
Kelly
From: Connor, Eric<EConnor@kentwa.gov>
Sent: Wednesday,August 2, 2023 9:17 AM
To: Peterson, Kelly<KPeterson@kentwa.gov>
Cc: Barry,Jason <JBarry@kentwa.gov>
Subject: FW: 2023 Plastic Markings Revision
Good Morning Kelly,
Did you get an opportunity to take a look at this?
Thank you,
Eric
Eric Connor, Construction Engineering Manager
Phone 253-856-5533 1 Cell 253-797-0693
CITY OF KENT,WASHINGTON
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Connor, Eric
Sent: Monday,July 31, 2023 11:49 AM
To: Peterson, Kelly<KPeterson@kentwa.gov>
Cc: Barry,Jason <JBarry@kentwa.gov>
Subject: FW: 2023 Plastic Markings Revision
Good Morning Kelly,
Back in May, we were provided a revision to the scope of work on our (currently) ongoing 2023
Plastic Markings project. 15 of the existing items had quantity adjustments due to the revised
i
scope, and 5 new items of work were added to the project that did not already have pay
items. Pricing was recently provided for the new items included in the revision...
• The 5 new items plus added amounts for mobilizations and traffic control devises total
$8,320.00 (pricing attached).
• Quantity adjustments for scope changes to existing pay items total $28,212.50.
Are you okay with proceeding with a change order in the amount of $36,532.50 ($8,320.00 +
$28,212.50) for this added work?
Please let me know if you have any questions or need any additional information.
Thank you,
Eric
Eric Connor, construction Engineering Manager
Phone 253-856-5533 1 Cell 253-797-0693
CITY OF KENT, WASHINGTON
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Barry,Jason <J Barry@ kentwa.gov>
Sent: Friday,July 28, 2023 11:07 AM
To: Connor, Eric<EConnor@kentwa.gov>
Cc: iamiehicks50@msn.com
Subject: 2023 Plastic Markings CO#1
Hi Eric,
Attached is a cost proposal for the added thermoplastic symbols requested by Ops early on.
Pricing came in while I was out on vacation and I apologize, didn't get to it until now. I had the
added symbol work guesstimated at roughly $9,200 [$7,200 (added items)+ $2,000 (mob/org)]
when I looked at it back in May.
Looking for approval to write up CO.
Thanks,
Jason
Jason Barry, capital Projects Supervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
�40 Phone 253-856-5546 1 Cell 253-797-8462
Icri i ibarry(@KentWA.aov
we��..Re�,r»
www.KentWA.gov
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-
MAIL
2
1,P CIACfZ( E) PAVEMENT MARKINC,
19652 N.Hirsch Ct,Anderson,CA 96007
Tel:530-365-4000*Fax:530-365-4060
Lic.#(blank)
CHANGE ORDER
Date: 10-Jun SPM Job #: 27278
RE: ADDED WORK COSTS UNDER C01
Project: 23- 0160 2023 PLASTIC MARKINGS CITY OF KENT
Item Description Quantity Unit Unit Price Total
CO1.1000 MOBILIZATION 1.00 LS 4,083.00 4,083.00
CO1.1066 PLASTIC PEDESTRIAN SYMBOL 2.00 2 300.00 600.00
CO1.1067 PLASTIC HOV SYMBOL 2.00 2 1 300.00 600.00
CO1.1068 4 INCH PLASTIC EDGE LINE 190.00 190 10.00 1,900.00
CO1.1069 4 INCH PLASTIC LINE (YELLOW) 202.00 202 10.00 2,020.00
COI.1070 PAINT LINE REMOVAL 400.00 400 4.25 1,700.00
CO1.1090 1 TEMPORARY TRAFFIC CONTROL DEVICES 1.00 LS 1,500.00 1,500.00
Total $ 8,320.00
Specialized Pavement Marking, Inc. proposes to furnish all labor,equipment and materials
necessary to complete referenced project. Quote good for 30 days from above date,
after which time a price adjustment may be necessary.
Proposal Excludes Layout, Traffic Control and Temporary Flexible Pavement Markers.
By:
Mark Price, President
Accepted by:
2023 Plastic Marking Refresh
KENT Engineer's Opinion of Cost
Prepared By: Joseph Araucto,P.E. Revised: 5/3/2023
ITEM I ITEM DESCRIPTION UOM ORIG UNIT COST
NO. BID QTY Bid TOTAL COST
Increase/ TOTAL QTY
Decrease
1000 Mobilization LS 1 $ 12,250.00 $ 12,250.00 0 1
1005 Plastic Stop Line(12 inch wide) LF 430 $ 8.75 $ 3,762.50 84 514
1010 Plastic Stop Line(24 inch wide) LF 2,642 $ 12.50 $ 33,025.00 597 3239
1015 Plastic Yield Line Symbol,Type 2 EA 35 $ 85.00 $ 2,975.00 0 / 35
1020 Plastic Crosswalk Line SF 9,990 $ 8.75 $ 87,412.50 620 +,�/ 1061 A
1025 Plastic Traffic Arrow EA 75 $ 250.00 $ 18,750.00 15 90 W
1030 Plastic Traffic Letter EA 40 $ 85.00 $ 3,400.00 10 5011V
1035 8 inch Wide Plastic Intersection Turn Extension Line(White) LF 230 $ 8.00 $ 1,840.00 190 r 4201
1040 Plastic Wide Drop Lane Line LF 140 $ 5.00 $ 700.00 110 Y 2501
1045 Plastic Wide Lane Line LF 260 $ 8.00 $ 2,080.00 -110 1504M
1050 4 inch Plastic Parking Line LF 250 $ 10.00 $ 2,500.00 0 250
1055 RPM Lane Line Removal LF 500 $ 2.50 $ 1,250.00 0 500
1060 Traffic Separator Curb w/Delineator Post EA 2 $ 750.00 $ 1,500.00 3 /� 5
1065 Plastic Railroad Crossing Symbol EA 5 $ 1,350.00 $ 6,750.00 -3 V/ 2
1066 Plastic Pedestrian Symbol EA 0 $ - 2 2
1067 Plastic HOV Lane Symbol EA 0 $ - 2 i 2
1068 4 inch Plastic Edge Line LF 0 $ - 190 190
1069 4 inch Plastic Line(Yellow) LF 0 $ - 202 / 202
1071 Paint Line Removal LF 0 $ - 400 400
1070 Additional Plastic Marking Removal SF 250 $ 7.50 $ 1,875.00 0 250
1075 Uniformed Off-Duty Police HR 150 $ 80.00 $ 12,000.00 30 180
1080 Traffic Control Labor FIR 480 $ 1.00 $ 480.00 120 600
1085 Traffic Control Supervisor FIR 160 $ 2.00 $ 320.00 80 24
1090 Temporary Traffic Control Devices LS 1 $ 3,500.00 $ 3,500.00 0 1
1095 Portable Changeable Message Sign(PCMS) DAY 50 $ 1.00 $ 50.00 20 701
1100 Sequential Arrow Sign(SAS) DAY 20 $ 25.00 $ 500.00 10 30
1105 SPCC Plan LS 1 $ 500.00 $ 500.00 0 1
1110 Minor Changes CALC 1 $ 2,500.00 $ 2,500.00 0 1
TOTAL $ 199,920.00
P:\Public\Operations\Streets\Pavement Marking Projects\2023 Projects\2023 Intersection Pavement Markings-Addition.xlsx Page 1 of 1
APPENDIX A
2023 INTERSECTION MARKINGS
-UPDATED MAY 2023-
IE
S E N d Ems«° - E
Map v3 W _ - 3_� a`_ 3 a 3x a`d a"' �3 _
Map Key Intersection Description Pages - c$ - O i - - - ma
v a a - Notes
INT-954 Pacific Hwy S/S 260 St 11 N 24 55 PARTIAL 180 3 2 1
INT-954 Pacific Hwy S/S 2605t 11 S 24 55 FULL 280 2 2 1
INT-1023 24 PI S/25 AY 5/S 250 PI/5250 St 5 E 12 24
INT-1023 24 P I S/25 AY 5/5250 PI/S 250 St 5 N 12 24
INT-1023 24 PI S/25 AY S/S 250 PI/S 250 St 5 S 12 24
INT-1023 24 PI S/25 AY S/S 250 PI/5250 St 5 W 12 24
INT-1660 36 Av S/Military Rd S/S 240 St S W 24 28
INT-2657 fit AY S/S 1965t 1 E 24 42 FULL 320
INT-2657 fit AY S/5196 St I N 24 36 FULL 220
INT-2657 62 Av S/51965t 1 S 24 SO 110 WHITE FULL 300 Intersection Extension Lmefor Northbound Left
Turn movement
INT-2657 62 Av S/S 196 St 1 W 24 60 FULL 320
INT-2730 64 Av S/W Meeker St 6 E 24 46 PARTIAL 200
INT-2730 64 Av 5/W Meeker St 6 N 24 48 PARTIAL 200
INT-2864 68 AY S/S 234 St 7 E 24 30
INT-2864 68 Av S/S 234 St 7 W 24 30
INT-2867 68 AY S/S 228 St 7 5 24 54 PARTIAL 240
INT-2867 68 AY S/S 228 St 7 E 24 54 PARTIAL 240
INT-2894 68 Av5/52165t 2 W 24 30
INT-2906 68 Av5/W Morton St/Oberto Or ] E 24 18 1 1
Remove existmg stop Ilne and Install new Stop Line
INT-2906 68 AY S/W Morton St/Oberto Dr 7 W 24 18 1 1 36 at a location 9ft south of the existing curb ramp
enter.Arrow are new installation and to be
installed m relation to new stop Ime location.
INT-2937 Wlames 5t/Washington AY 7 E 24 40 2 PARTIAL 200 "ONLY"Legend is for Westboon d Thru Lane
Intersection Extension Line quantity is for
INT-2937 Wlames S[/Washington AY ] N 24 50 120 WHITE PARTIAL 160 Southb—c!Left Turn Move ment.DO NOT efresh r
Intersection Extension Time of the Westbound Right
Turn movement
INT-2937 Wlames St/Washington A,N 7 S 24 46 FULL 240
INT-2937 Wlames St/Washington AY 7 W 24 30 PARTIAL 160
INT-3073 72 Av S/5196 St 2 E 24 46 2
INT-3073 72 AV S/5196 St 2 N 24 46 FULL 320 2 2
INT-3073 72 AY S/S 196 St 2 W 24 40 FULL 340 2
INT-3156 W James St/Ramsay Wy/ShoWare 7 S PARTIAL 100 1
Center Signal
Prol=as\—PN,—\2a2a im.--P—n—nwa�ns.neaw�,i:. « ms
APPENDIX A
2023 INTERSECTION MARKINGS
-UPDATED MAY 2023-
4
a 3 3 A - -
Map a3 W ct2
Map Key lintersection i),scripti.. Pages c$ - - - o - = ry ' _ O `a - - - - - Notes
INT-3201 4 Av N/Ramsay Wy 7 E 24 28 FULL 110 TRANSVERSE TYPE CROSSWALK MARKINGS
INT-3201 4A,,N/Ramsay Wy 7 N 24 40 FULL 160 TRANSVERSE TYPE CROSSWALK MARKINGS
INT-3201 4 Av N/Ramsay Wy 7 S 24 38 FULL Lao TRANSVERSE TYPE CROSSWALK MARKINGS
INT-3201 4 Av N/Ramsay Wy 7 W 24 26 FULL 100 TRANSVERSE TYPE CROSSWALK MARKINGS
Rem —sting raised pav ent marking lines.
Coordinate work with City Paint and RPM
INT-3270 2 Av N/Ramsay Way/W Smith St ] N 235 138 50 Z Contractor.See appendix for detailed sketch titled
Ramsay Way Loading Zone.
INT-3275 2A,IN WCloudy St 7 W 12 13 18 Remove existing yield line and nstall new Stop Line
INT-3275 2Av N/W Cloudy St 7 E 12 13 18 Remove existing yield line a reinstall new Stop Line
INT-3359 80 Av5/5192 St 2 E 24 26
INT-3359 80 Av 5/5192 IF 2 W 24 28
INT-3489 EGowe St/Kennebeck Av1 7 N FULL 120 30 Remove Existing Stop Line.Reference plans for
Kennebeck Ave One-Way Conversion
INT-3489 E Gowe St/Kennebeck Av1 7 5 24 15 FULL 160
INT-3489 EGowe St/Kennebeck AvS 7 E 2
INT-3489 CGowe St/Kennebeck Av5 7 W 2
E Meeker It/Kennebeck Av IN/ Reference plans for Kennebeck Ave One-Way
INT-3493 Kennebeck Av5 7 N 1 1 Conversion diag
ram
INT-3493
E Meeker It/Kennebeck Av N/ Reference plans for Kennebeck Ave One-Way
Kennebeck AV 7 W 1 PARTIAL 40 1 Conversion diagram
E Meeker St/Kennebeck Av N/ Reference plans for Kennebeck Ave One-Way
INT-3493 Kenn beck Av S 7 S 24 15 2 190 202 400 3 Conversion diagram
Remove existing raised pavement marking lines.
INT-3536 84 Av S/Ramp 7 N 2 150 250 4 400 See appendix for detailed sketch titled 84 Ave 5
Southbound Right-Turn Lane Markings
INT-3546 84 Av S/1220 St 7 N 24 50 PARTIAL 280
INT-3546 84 Av 5/S 2205t 7 S 24 48
INT-3546 84 Av 5/5220 St ] W 24 32 FULL 240
W94364 9,19 2 6 24 Go PARTM ado
04-3564 � 2 4 24 60 PARTIAL 109 d
W4T-3464 91 Av 9,19_---, ! 5 24 69 PAR;" 260 2 2
WlF3464 ..TAv 9,192m• 2 W pAR]=hQ6 320
WT-6,S68 �w iiii 2 5 24 24 2
4423668 P"*.Ar-`i�rs='Qls< 2 N M 24
1Nx-367o 1z== 2 4 24 24
INT-3581 Clark Av N/E Smith St 7 N 24 18 FULL 100
v�vuei��\oee a�io°s�svee�s\vawrmem nt.x�°yv.°rce:\zoxa aro�eas\zoxa in�eiarion wvemenr rtanimsMai�i°°+iss x o16
APPENDIX A
2023 INTERSECTION MARKINGS
-UPDATED MAY 2023-
W $a e Ew
w E _ u'
Map a3 - � a` 3 `o. _
Map Key Intersection Description Pages - - - 3 - O _ i; - - u °° O y - _ _ G ry n - Notes
PIT-3582 84A. ,191969; 2 6 24 40
INT-3627 ESmith St Thus St Jason AvN 7 E 24 36 FULL 220
INT-3627 ESmith St Titus St/Jason AvN 7 N 24 20 FULL 120
INT-3627 ESmith St Titus St/Jason AvN 7 S 24 20 FULL 240 INCLUDE THE CROSSWALK MARKINGS ON RIGHT
. _ TURN POCKET
INT-3627 ESmith St/ETitus St/Jason AvN 7 W 24 40 FULL 240
INT-3631 E James St/Jason AvN 7 S 24 24 PARTIAL 140
INT-3665 ESeattle St/Van De Vanter Av S 7 E 10
INT-3665 ESeattle St/Van De Vanter Av S 7 W 10
INT-3716 EJames St/Hazel AvN 7 S 24 26 PARTIAL 100
INT-3734 88 Av 5/52285t 7 N 24 24
INT-3734 88 Av S/S 228 St 7 S 24 24
INT-3734 88 Av S/S 228 St 7 W 24 24
INT-3811 Alvord Av N/E lames St 7 N 24 30 PARTIAL 160
INT-3811 Alvord Av N/E James St 7 5 24 30 PARTIAL 140
INT-3925 94 Av S/E Canyon Dr 8 NE 24 32 2 PARTIAL 240 2 2
INT-3925 94 AV S/E Canyon Dr 8 NW 24 42 PARTIAL 180
INT-3925 94 Av S/E Canyon Dr 8 SE 24 28
INT-4176 100 Av SE/SE 244 Ct 8 E 12 26
INT-4179 100 AV SE/S 242 PI/SE 242 PI 8 E 24 26
INT-4179 100 Av SE/S 242 PI/SE 242 PI 8 W 24 26
INT4214 100 Av SE SE 213 PI 3 E 24 20 FULL 140
INT-4398 103 PI SE/SE 216 St 8 N 24 20
INT4658 108 Av SE/SE 269 St 14 E 24 26
INT-4660 108 Av SE/SE 271 St 14 E 24 26
INT-4698 108 AV SE/SE 240 St 8 E 24 38 PARTIAL 120
INT-4698 108 AV SE SE 240 St 8 N 24 30 FULL 180 2
INT-4698 108 Av 5E/SE 240 St 8 S 24 36 PARTIAL 120 2
INT-4743 108 Av SE/SE 208 St 3 N 24 65 90 White PARTIAL 160 3
INT-4743 108 AV SE/SE 208 St 3 S 24 62 100 White PARTIAL 160 4 2
e M-,kg Ppir..uo23 P1e 1\2023 111--1remm1m 1n -A--.'..
APPENDI%A
2023 INTERSECTION MARKINGS
-UPDATED MAY 2023-
EW 1E
ti
E
3 w o 3 Tai t m - a T o c o ° >o no
E o
MaP a3w �Sn _ - 'g > - 3\ a " %d a <`� -3 3 _ `Map Key Intersection Description Pages - - n g _ - O 3' _ 'o ;, - - _ a d a - Notes
INT-4698 108 Av SE/SE 2405t 8 W 24 36 PARTIAL 120 2
INT-5248 116Av SE/SE259PI 15 E 24 30
INT-5272 116 AV SE/SE 242 PI 9 E 24 24
INT-5275 116 Av SE/SE 240 St 9 E 24 45
INT-5297 116 Av SE/SE 227 PI 9 E 24 26
INT-5297 116 AV SE/SE 227 PI 9 W 24 26
INT-5302 116 Av SE/SE 223 St 9 W 24 26
INT-5340 116 Av SE/SE 1965t 4 S 24 15
INT-5348 116 Av SE/SE 192 St 4 E FULL 120
INT-5348 116 Av SE SE 192 St 4 N FULL 240
INT-5348 116 Av SE SE 192 St 4 S FULL 160
INT-5348 116 AV SE/SE 192 St 4 W FULL 240
INT-5407 118 Av SE 118 PI SE/SE 2S4 PI 15 S 12 26
INT-5407 118 Av SE 118 PI SE/SE 254 PI 15 W 12 26
INT-5420 Ill PI SE/SE 216 St 9 E 12 16 FULL 140 Crosswalk located mid-block at Emerald Park
Elementary Bus Entrance
Remove existing stop line and Install new Stop Line
INT-5420 '117 PI SE/SE 216 St 9 5 12 16 16 at a location 9ft south of the existing curb ramp
enter
Remove existing stop line and Install new Stop Line
INT-5461 118 PI SE/SE 2345t 9 N 24 28 56 at a location 9ft north of the existing curb ramp
center
PIT-5509 120 Av SE/SE 274 St 15 E 12 24
INT-5638 120 Av SE/SE 216 St 9 S 12 16
INT-5766 124 Av SE/SE 282 St 15 W 24 20
INT-5792 124 AV SE/SE 2645t 15 N 1
INT-5798 124 Av SE/SE 261 St 15 E 24 20
INT-5803 124 Av SE/SE 258 PI 15 5 2
INT-5975 124 Av SE/SE 202 PI 4 E 24 20
INT-5976 124 Av SE/SE 201 PI 4 E 24 20
INT-5883 124 Av SE/SE 200 St 4 W 12 20
INT-5885 124 Av SE/SE 199 St 4 W 12 20
INT-5990 124 Av SE/SE 198 St 4 W 12 20
INT-5891 124 Av SE/SE 197 PI 4 W 12 20
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APPENDI%A "
2023 INTERSECTI0N MARKINGS
-UPDATED MAY 2023-
2 16
6 ffi E N c J m y ._ c n p w u £N — - — E E S
3 - co 3w_
Map
- — m cT A wx ep QJ e� ~a 'm
a3 W ��%
Map Key lintersection Description Pages _ - v.$ — c S — - O .—LLo.. F N 3.-, `&i °0 a O 3 - _ s u a - '
— ¢ Notes
INT-5893 124 AV SE/SE 196 St 4 W 24 16
INT-6011 127 AV SE/SE 233 St 9 N 12 20
INT-6077 127 PI SE/SE 213 St 4 W 12 20
INT-6077 127 PI SE/SE 213 St 4 E 12 20
INT-6078 128 PI SE/SE Kent Kangley Rd 15 S 24 24 1
INT-6112 129 PI SE/SE 231 Wy 9 N 7 Locate Yield Line Symbols to be 9 feet north of the
curb ramp centerline
Locate Yield Line Symbols to be 9feet south of the
INT-6112 128 PI SE SE 231 Wy 9 S 6 curb ramp centerline
INT-6156 129 AV SE/SE 256 St 15 N 24 28 NEW STOP LINE
INT-6237 130 Av SE/SE 218 PI 9 N 12 18 FULL 160
INT-6290 132 Av SE/SE 282 St 15 E 24 26
INT-6300 132 Ay SE/SE 278 PI 15 W 24 32
INT-6325 '132 Av SE/SE 261 St 15 E 24 24
INT-6355 132 AV SE/SE 240 St 9 N 24 40 PARTIAL 140
INT-6355 '132 Av 5E/SE 240 St 9 5 24 32 PARTIAL 100
INT-6355 132 AV SE/SE 240 St 9 W 24 42 PARTIAL 160
INT-6359 132 AV SE/SE 236 PI 9 E 24 20
INT-6359 '132 Av SE SE 236 PI 9 W 24 28
INT-6363 132 Av SE/SE 235 St 9 E 24 26
INT-6368 132 AV SE/SE 233 St 9 E 24 20
INT-6385 132 AV SE/SE 216 St 9 E 24 24
INT-6385 132 AV SE/SE 216 St 9 W 24 24
INT-6401 132 AVSE/300'Nof SE208th St/Public 4 5 1
Entrance to Kent Fire Station 37
INT6402 SE 256 St/Nature Trail Townhomes IS 2
Driveway
INT-6409 132 AV SE/SE Lake Youngs Wy 4 W 24 20
INT-6471 135 AV SE/SE 256 St 15 5 24 20
INT-6547 '135 AV SE/SE 208 St 4 S 12 16
INT-6559 136 PI SE/SE 268 St IS S 12 28
INT-6604 137 Wy SE/SE 256 St 15 FULL 120
INT-6639 138 AV SE/SE 256 St 16 S 24 24
INT-6784 142 PI SE/SE 282 St 16 N 12 20
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APPEN0IX A
2023 INTERSECTION MARKINGS
-UPDATED MAY 2023-
75
6 E c - E 6
o�
Map
Map Key Irr[erseRi°n Oeuription Pages _ - n g - — - O
= 3— 3 Y y v. _ Notes
__ a
INT-6830 144 Av SE/SE 276 PI 16 E 24 20
INT-6849 144 Av SE/SE 261 St 16 E 24 30
INT-6945 146 Av SE/SE 256 St 16 N 24 28
INT-6992 148 AV SE/SE 267 St 16 W 12 20
INT-6999 152nd Way SE/630 feet north of SR 516 16 S 1 FOR NOTRHSOUNO LANE
INT-7073 152 Wy SE/SE 270 St 16 E 1
INT-7105 152 Av SE/SE 280 St 16 E 24 20
INT-7105 152 Av SE/SE 280 St 16 N 2
INT-7105 152 Av SE/SE 280 St 16 5 2
INT-7105 152 Av SE/SE 280 St 16 W 24 24
INT-7111 152 Av SE/SE Kent Kangley Rd 16 E 24 36 PARTIAL 200 2
INT-7111 152 Av SE/SE Kent Kangley Rd 16 N 24 42 PARTIAL 140 2
INT-7111 152 Av SE/SE Kent Kangley Rd 16 S 24 44 FULL 220
INT-7111 152 Av SE/SE Kent Kangley Rd 16 W 24 50 PARTIAL 220 2 3
MT-7205 156 Av SE/SE Kent Kangley Rd 16 S 24 20
INT-9016 S208 St/Railroad Spur Tracks 2 E 24 14 1
INT-9016 52085t/Railroad Spur Tracks 2 W 24 14 1
P\,.i,,NOP,.r.n.\sir—\P••e—ma xna P.1, 023 P1.1m 2023 1--- y 11111 11. a oib
Kennebeck Ave One-Way Conversion z Install ONLY legend and
Right-turn arrow per 6-76,
■ a 40' north of stop line.
N
Af/ N 1Y/�
C
N
Y
Install ONLY legend and
Left-turn arrow per 6-76, • _�7
40' west of stop line.
E Meeker St T-0'1 Lxtend 12 Stop Line 4'
■ west and refresh.
Install about 10' of Yellow TuffCurb at
an angle with 3-36" pylons.
4.
Install 190' of white edge
Install Pedestrian Symbol per 6-79, 10' line, 5.5' from sidewalk.
south of end of curb and gutter. - -
Ica
9' 11' 5.5'
—9' shared path on west side of street
with NB bike lane next to sidewalk. _
_ n
zSMa
Install a total of 202' of
y yellow edge line, 11' lane.
Al
Install Pedestrian Symbol per 6-79, 10`
north of existing stop line
_ 6' 11' 5.5'
Remove existing
•� , centerline (190')
} L•
/ Remove Stop line
JOm Q 4
FACE OF CURB LINE
SPEED H W OR EDGE OF PARKING
30MPH OR LESS 4'-0" 2'-1" 5
35MPH OR GREATER 6'-0" 3'-2"
_ _ EDGE OF 8"SOLID
WHITE LANE LINE
—�.— 4—
SEE NOTE 2
s
H 6.41
z
0
u
SEE NOTE 1 4
SEE NOTE 3
W
PEDESTRIAN SYMBOL DETAIL BIKE LANE LAYOUT
.: I I
—
2'_B" 3'—O"
6'-0" 6.01l
NOTES: —
;. I
1. PER BIKE RIDER SYMBOL DETAIL.
2. PER ARROW DETAIL ON THIS PLAN.
—U
3, BIKE PAVEMENT MARKINGS SHALL BE --
PLACED IMMEDIATELY AFTER EVERY
INTERSECTION AND AT PERIODIC --
INTERVALS WITH A MAXIMUM SPACING 3"
OF 600 FEET,CENTERED IN LANE. 3 4" 6"
4. SEE ROADWAY CROSS SECTION BIKE RIDER SYMBOL DETAIL ARROW DETAIL
STANDARD PLANS 6-2 TO 6-13.
NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN
5. ALL MARKINGS SHALL BE WHITE ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER
PLASTIC MATERIAL AS SPECIFIED IN �j�F REY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF
ACCORDANCE WITH WSDOT pF WASFjj�r KENT.A COPY MAY BE OBTAINED UPON REQUEST.
STANDARD SPECIFICATION 9-34,TYPE ����+++ CITY OF KENT
D(MMA).CORUNDUM SHALL ALSO BE — � ENGINEERING DEPARTMENT
ADDED.
•
6, SIGNING SHALL BE PER THE MUTCD. KENT TYPICAL PAVEMENT MARKINGS
WASHINOTo"
296
7. SEE SECTION 6.123 FOR PLASTICS DESIGNED COK STANDARD PLAN
MATERIAL SPECIFICATIONS. �� DRAWN COK SCALE NONE
SIONAL CHECKED COK DATE 9/2020 APPROVED C_ n
ENGINEER V .7
2023 Plastics Totals fiCTUAC� (�
#1000(LS) #1005 (LF) #1010 (LF) #1015 (Ea) #1020(SF) #1025 (Ea) #1030 (Ea) #1035 (LF) #1040(LlTW #1045 (LF)
Date Mobilize 12" Stop 24" Stop Yeild Sym X-Walk Arrow Letter 8"TurnExt Wide Drop Line Wide Lane Line
6/21/2023 1 65 331 1762 4 95
6/22/2023 311 930 6
6/23/2023 365 1836 101
6/24/2023 317 1290 9
6/25/2023 44 283 1406 9
6/26/2023 16 467 1582 7 190
6/27/20231 60 334 900
6/28/2023 113 112 6 16 254 150
6/30/2023 146 292 12
7/29/2023 40 96 27 5
7/30/20231 20 130 15 763 13 16
8/6/2023 16 100 6 8
Proposed 200
Total 1 367 2983 27 10977 87 45 386 254 150
Contract 1 514 3239 35 10610 90 50 420 250 150
Difference 1 0 147 256 8 -367 3 5 34 -4 0
2023 Plastics Totals
#1050 (LF) #1055 (LF) #1060(EA) #1065 (EA) #1066 (Ea) #1067 (Ea) #1068 (LF) #1069 (LF) #1070 (SF) #1075 (hr)
4"Parking Line Remove RPM Curb and Post RR Xing Ped Symb HOV Sym 4" Edge Line 4" Yellow Removal UPO
2 7.5
8.5
8.5
179 7.5
8.5
6.5
404 2 10
18
209 63 5 1 2 181 201 211 20
209 467 5 3 2 2 181 201 390 95
250 500 5 2 2 2 190 202 400 180
41 33 0 -1 0 0 9 1 10 85
2023 Plastics Totals
#1080(hr) #1085 (hr) #1090 (LS) #1095 (day) #1100 (day) #1105 (Is) #1110 (max)
TCL TCS TC Devices PCMS SAS SPCC Minor Change
9 9 1 2 1
8.5 8.5 2
8.5 8.5 3
9.5 9.5 2
9 9 2
8.5 8.5 2
24 8 3
10 10
18 9 2
19 9.5 2
20 10 10 2
0.5
144 99.5 1 10 22 1 0.5
600 240 1 70 30 1 1
456 140.5 0 60 8 0 0.5