HomeMy WebLinkAboutStreets and Sidewalk Maintenance 2027
SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
Job Order Contract for Streets and Sidewalk Maintenance 2027
Specification No. 1000199
October 2026
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
Job Order Contract for Streets and Sidewalk Maintenance 2027
Specification No. 1000199
Approval Date: October 06, 2026
<<Signature Date>>
TABLE OF CONTENTS
NOTICE TO BIDDERS .................................................................... ERROR! BOOKMARK NOT DEFINED.
BID SUBMISSION ....................................................................... ERROR! BOOKMARK NOT DEFINED.
BID DOCUMENTS ...................................................................... ERROR! BOOKMARK NOT DEFINED.
PROJECT INFORMATION .......................................................... ERROR! BOOKMARK NOT DEFINED.
QUALIFICATIONS ....................................................................... ERROR! BOOKMARK NOT DEFINED.
AWARD ....................................................................................... ERROR! BOOKMARK NOT DEFINED.
ACCOMMODATION .................................................................... ERROR! BOOKMARK NOT DEFINED.
BID FORMS .................................................................................... ERROR! BOOKMARK NOT DEFINED.
BID ITEM LIST FOR JOB ORDER CONTRACT FOR STREETS AND SIDEWALK MAINTENANCE 2027,
SPECIFICATION NO. 1000199 ................................................................................................................ A
LIST OF SUBCONTRACTORS ................................................... ERROR! BOOKMARK NOT DEFINED.
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT . ERROR! BOOKMARK NOT DEFINED.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIREERROR! BOOKMARK NOT
DEFINED.
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT .... ERROR! BOOKMARK NOT DEFINED.
LABOR CODE SECTION 1725.5 STATEMENTS ...................... ERROR! BOOKMARK NOT DEFINED.
NON-COLLUSION DECLARATION ............................................ ERROR! BOOKMARK NOT DEFINED.
BIDDER ACKNOWLEDGEMENTS ............................................. ERROR! BOOKMARK NOT DEFINED.
QUALIFICATIONS ....................................................................... ERROR! BOOKMARK NOT DEFINED.
ATTACH BIDDER'S BOND TO ACCOMPANY BID .................... ERROR! BOOKMARK NOT DEFINED.
SPECIAL PROVISIONS .................................................................. ERROR! BOOKMARK NOT DEFINED.
DIVISION I GENERAL PROVISIONS ......................................... ERROR! BOOKMARK NOT DEFINED.
1 GENERAL ............................................................................. ERROR! BOOKMARK NOT DEFINED.
3 CONTRACT AWARD AND EXECUTION ............................. ERROR! BOOKMARK NOT DEFINED.
4 SCOPE OF WORK ............................................................... ERROR! BOOKMARK NOT DEFINED.
5 CONTROL OF WORK .......................................................... ERROR! BOOKMARK NOT DEFINED.
6 CONTROL OF MATERIALS ................................................. ERROR! BOOKMARK NOT DEFINED.
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLICERROR! BOOKMARK NOT
DEFINED.
8 PROSECUTION AND PROGRESS ..................................... ERROR! BOOKMARK NOT DEFINED.
9 PAYMENT ............................................................................. ERROR! BOOKMARK NOT DEFINED.
DIVISION II GENERAL CONSTRUCTION ................................. ERROR! BOOKMARK NOT DEFINED.
12 TEMPORARY TRAFFIC CONTROL .................................. ERROR! BOOKMARK NOT DEFINED.
14 ENVIRONMENTAL STEWARDSHIP ................................. ERROR! BOOKMARK NOT DEFINED.
15 EXISTING FACILITIES ....................................................... ERROR! BOOKMARK NOT DEFINED.
DIVISION V SURFACINGS AND PAVEMENTS ......................... ERROR! BOOKMARK NOT DEFINED.
37 BITUMINOUS SEALS ......................................................... ERROR! BOOKMARK NOT DEFINED.
39 ASPHALT CONCRETE .................................................................................................................... 5
DIVISION VIII MISCELLANEOUS CONSTRUCTION .............................................................................. 6
73 CONCRETE CURBS AND SIDEWALKS ......................................................................................... 6
77 LOCAL INFRASTRUCTURE ............................................................................................................ 7
DIVISION IX TRAFFIC CONTROL DEVICES ......................................................................................... 13
84 MARKINGS ..................................................................................................................................... 13
DIVISION XIII APPENDICES .................................................................................................................. 14
APPENDIX A - FORM OF AGREEMENT ....................................... ERROR! BOOKMARK NOT DEFINED.
APPENDIX B – BIKE LANE BUFFER ............................................ ERROR! BOOKMARK NOT DEFINED.
APPENDIX C – CATCH BASIN STANDARD 3355A ...................... ERROR! BOOKMARK NOT DEFINED.
APPENDIX D - CA MUTCD-FIGURE-6P-19……………………………………………………....…………….20
APPENDIX E - CA MUTCD-FIGURE-6P-20………………………………………………………….…...…….21
APPENDIX F - CA MUTCD-FIGURE-6P-35………………………………….................................………….22
APPENDIX G - CA MUTCD-FIGURE-6P-52……………………………………..……………………..……….23
APPENDIX H - CA MUTCD-FIGURE-6P-102…………..………………………………….………………..….24
APPENDIX I - TRAFFIC LOGIX RUBBER TRAFFIC CALMING PRODUCT………………………….…….25
APPENDIX J - TRAFFIC LOGIX SOLAR RADAR SIGN………………………………………………...…….26
NOTICE TO BIDDERS
i
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works
Administration Office located at 919 Palm Street, San Luis Obispo, California 93401, until
2:00 p.m. on November 5, 2026
at which time they will be publicly opened and read aloud. Public bid opening may be
accessed via Microsoft Teams video conference and conference call. Use the following
link:
or join by phone with this number: +1 209-645-4165 with Conference ID: 692 447 461
Submit bid in a sealed envelope plainly marked:
JOB ORDER CONTRACT FOR STREETS AND SIDEWALK MAINTENANCE 2027,
SPECIFICATION NO. 1000199
Any bid received after the time and date specified will not be considered and will be
returned to the bidder unopened. Bids received by Fax or Email will not be considered.
By submission of bid you agree to comply with all instruction and requirements in this
notice and the contract documents.
All bids must be submitted on the Bid Item List form(s) provided and submitted with all
other Bid Forms included in these Special Provisions.
Each bid must be accompanied by either a:
1. certified check
2. cashier's check
3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the
bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the
bidder, to whom the contract is awarded, fails to enter into the contract.
The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive
any immaterial irregularities in a bid.
All bids are to be compared based on the City Engineer's estimate of the quantities of
work to be done, as shown on the Bid Item List.
Bids will only be accepted from bidders that are licensed in compliance with the provisions
of Chapter 9, Division III of Business and Professions Code.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ii
The award of the contract, if awarded, will be to the lowest responsive bid submitted by a
responsible contractor whose bid complies with the requirements prescribed. If the
contract is awarded, the contract will be awarded within 60 calendar days after th e
opening of the bids.
Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute
a waiver of those defects.
BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the
City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bids-
proposals
No printed copies are available for purchase at the City office.
Request must include Specification Number. The office of the City Engineer is located at:
919 Palm Street
San Luis Obispo, CA 93401
Standard Specifications and Engineering Standards referenced in the Special Provisions
may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documents-
online/construction-documents
You are responsible to obtain all issued addenda prior to bid opening. Addenda will be
available to download at the City’s website listed above or at the office of the City
Engineer.
All questions must be submitted through BidNet, and if the City determines that a
response is necessary, the City will post an addendum on BidNet. Contact the project
manager, James Yanez at 805-540-7209 or the Public Works and Utilities Department at
(805) 781-7200 prior to bid opening to verify the number of addenda issued.
You are responsible to verify your contact information is correct on the plan holders list
located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bids-
proposals.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iii
PROJECT INFORMATION
In general, the project consists of repairing utility trenches, roadway failures, damaged
concrete, and completing other minor maintenance work on an as needed basis.
The project estimated construction cost is $1,398,444
Contract time is established as 36 Months.
The fixed liquidated damages amount is established at $500 per day for failure to
complete the work within the contract time.
Pursuant to Labor Code section 1720 et seq., the project is subject to the prevailing wage
requirements applicable to the locality in which the work is to be performed for each craft,
classification or type of worker needed to perform the work, including employer payments
for health and welfare, pension, vacation, apprenticeship and similar purposes. In
compliance with section 1773 of the Labor Code, the State of California Department of
Industrial Relations (“DIR”) has established prevailing hourly wage rates for each type of
workman. Current wage rates are on file with the City and may also be obtained from the
DIR’s website at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
Each contractor and subcontractor must pay no less than the specified rates to all workers
employed to work on the project. The schedule of per diem wages is based upon a
working day of eight hours. The rate for holiday and overtime work must be at least time
and one-half.
This project is subject to compliance monitoring and enforcement by the DIR.
QUALIFICATIONS
You must possess a valid Class “A” Contractor's License at the time of the bid opening.
You and any subcontractors must be registered with the DIR pursuant to section
1725.5 of the Labor Code. Subject to limited legal exceptions for joint venture bids and
federally-funded projects, City may not accept a bid from a bidder without proof that the
bidder is registered with the DIR to perform public work under Labor Code section 1725.5.
You must have experience constructing projects similar to the work specified for this
project. Provide three similar reference projects completed as either the prime or
subcontractor. All referenced projects must have been completed within the last five years
from this project’s bid opening date.
Two of the three reference projects must have been completed as prime contractor
under contract with a city, county, state or federal government agency.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
All referenced projects must be for street construction, paving, trench repair work
(including open trench utility work), and minor concrete work (including the
replacement of curb ramps).
Failure to provide reference projects as specified in this section and as required on the
qualification form may be cause to reject a bid.
The City reserves the right to reject any bid based on non-responsiveness if a bidder fails
to provide a bid that complies with all bidding instructions.
The City reserves the right to reject a responsive bid based on the non -responsibility of
the bidder if the Director of Public Works and Utilities or Designee finds, after providing
notice and a hearing to the bidder, that the bidder lacks the
1. knowledge
2. experience,
3. or is otherwise not responsible
as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project
in the best interest of the City.
Rejected bidders may appeal this determination. Appeal must comply with the
requirements in this Notice to Bidders.
It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive
bid submitted by a responsible bidder. If in the bidder’s opinion the contract may be
improperly awarded, the bidder may protest the contract award.
Only a bidder who has actually submitted a bid is eligible to submit a bid protest against
another bidder. Subcontractors are not eligible to submit bid protests. A bidder may not
rely on the bid protest submitted by another bidder, but must timely pursue its own protest .
Protests must be filed no later than five working days after the bid opening date.
Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.
Valid protests must contain the following information:
1. basis for the protest. The protest must refer to the specific portion or portions of
the Contract Documents upon which the protest is based
2. all supporting documentation
3. the ruling expected by the City to remedy the protest.
Any protest not containing all required information will be deemed invalid and rejected.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
v
The City will consider additional documentation or other supporting information regarding
the protest if submitted in compliance with the specified time limits. Anything submitted
after the specified time limit may not be considered.
The Director of Public Works and Utilities or Designee may request additional information
to be submitted, unless otherwise specified, and will notify the protester of ruling.
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City
Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.
The procedure and time limits set forth in this Section are mandatory and are the bidder’s
sole and exclusive remedy in the event of a bid protest. A bidder’s failure to comply with
these procedures will constitute a waiver of any right to further pursue a bid protest,
including appeal of the ruling to the City Council, filing a Government Code Claim, or
initiation of legal proceedings.
City reserves the right, acting in its sole discretion, to reject any bid protest that it
determines lacks merit, to award the Contract to the bidder it has determined to be the
responsible bidder submitting the lowest responsive bid, and to issue a Notice to Proceed
with the Work notwithstanding any pending or continuing challenge to its determination.
Pursuant to the Public Records Act (Government Code § 7920.000 et seq.), the City will
make public records available upon request.
AWARD
The lowest bidder will be determined using the BID TOTAL based on the quantities
supplied by the City and the bidder’s unit price.
As a condition to executing a contract with the City, a payment bond and performance
bond each equal to one hundred percent of the total contract price a re required in
compliance with Section 3-1.05 of the Standard Specifications. Each bond must be issued
and executed by a surety admitted in California.
You may substitute securities in lieu of retention under the contract in compliance with
the provisions of the Public Contract Code § 22300.
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact Kelly
Mokbel at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781-
7107. Requests should be made as early as possible in the bidding process to allow time
for accommodation.
BID FORMS
A
BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these
forms and required bid guaranty (bid bond, cashier’s check, or certified check) may be
cause to reject the bid as nonresponsive. Staple all bid forms together.
THE UNDERSIGNED, agrees that they have carefully examined:
1. the location of the proposed work
2. the plans and specifications
3. read the accompanying instructions to bidders
and propose to furnish all:
1. materials
2. labor
to complete all the required work satisfactorily in compliance with
3. plans
4. specifications
5. special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR JOB ORDER CONTRACT FOR STREETS AND SIDEWALK
MAINTENANCE 2021, SPECIFICATION NO. 1000199
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
1 15,
42, 77 Edge Grind LF 500
2 39, 77 1.75” Thin Maintenance Overlay SQFT 500
3 39, 77 2” AC Grind & AC Overlay – ½”
Aggregate SQFT 200
4 39, 77 6” AC Pavement – Excavation &
Restoration SQFT 8,000
5 39, 77 10” AC Pavement – Excavation
& Restoration SQFT 3,000
6 77 8” PCC with 3” max AC Cap –
Excavation & Restoration SQFT 1,800
7 26, 77 Class II Aggregate TON 50
8 26, 77 Trench Backfill Sand TON 50
9 39 AC Dike – Caltrans A87B LF 220
10 39, 77 Pavement Reinforcing Fabric SQYD 10
11 37 Fog Seal SQYD 20
12 84 Pavement Marking – Caltrans
A24 SQFT 100
13 84 12-inch White Limit Line LF 50
BID FORMS
BID FORMS
B
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
14 84 Traffic Stripe – Caltrans A20A
Detail 1 LF 50
15 84 Traffic Stripe – Caltrans A20A
Detail 2 LF 50
16 84 Traffic Stripe – Caltrans A20A
Detail 8 LF 50
17 84 Traffic Stripe – Caltrans A20A
Detail 9 LF 50
18 84 Traffic Stripe – Caltrans A20A
Detail 22 LF 50
19 84 Traffic Stripe – Caltrans A20B
Detail 29 LF 50
20 84 Traffic Stripe – Caltrans A20D
Detail 38 LF 50
21 84 Traffic Stripe – Caltrans A20D
Detail 39 LF 50
22 84 Traffic Stripe – Caltrans A20D
Detail 39A LF 50
23 84 Reflective Pavement Marker –
All types EA 5
24 84 Hi-Vis Crosswalk – Std. 7350 LF 20
25 84 Bike Lane Buffer LF 50
26 84 Green Bike Lane Coating – Std.
7360 SQFT 250
27 15 Remove Traffic Stripe LF 100
28 15 Remove Pavement Marking SQFT 100
29 73
Remove & Replace Sidewalk –
Std. 4110 (Area – Under 60
SQFT)
SQFT 60
30 73
Remove & Replace Sidewalk –
Std. 4110 (Area – 60 to 180
SQFT)
SQFT 180
31 73
Remove & Replace Sidewalk –
Std. 4110 (Area – Over 180
SQFT)
SQFT 200
32 77 Stump Grind with Stump Grinder EA 1
33 77 Stump Removal with Excavator EA 1
34 77 Root Removal HR 10
35 73 Remove & Replace Curb and
Gutter – Std. 4030 LF 80
36 73 Remove & Replace Curb Ramp
– Std. 4440 SQFT 1,500
37 73 Remove & Replace Cross Gutter
– Std. 4310 SQFT 10
38 73
Remove & Replace Driveway
Ramp – Std. 2110, 2111, 2115,
2116
SQFT 400
39 73 Mission Style PCC Coloring and
Salt Finish SQFT 300
BID FORMS
BID FORMS
C
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
40 73 Mission Style Tile Installation -
Std. 4220 LF 20
41 73 Single Mission Style Tile
Installation – Std. 4220 EA 100
42 77 Install Sidewalk Underdrain Std.
3415 LF 15
43 73 Replace Truncated Domes –
Std. 4440 SQFT 50
44 73, 84 Repaint Curb LF 100
45 73 Furnish & Install Metal Post –
Std. 7210 EA 5
46 73 Furnish & Install Metal Post –
Std. 7215 EA 5
47 15, 56 Furnish & Install Sign EA 5
48 77 Remove Existing Parking Meter
Pole EA 5
49 77
Traffic Logix Safe Pace
Evolution 15FM- Furnish and
install on (E) Streetlight Pole
EA 1
50 77
Traffic Logix Safe Pace
Evolution 15FM- Install City
Furnished Equipment on (E)
City Street Pole
EA 1
51 77
Traffic Logix Safe Pace
Evolution 15FM-Furnish and
Install on (N) Punch Post
EA 1
52 77
Traffic Logix Safe Pace
Evolution 15FM-Install City
Furnished Equipment on (N)
Punch Post
EA 1
53 15 Reconstruct Guardrail – Caltrans
A77A1 LF 10
54 73 Furnish & Install Tree Well – Std.
8130, 4’ x 4’ EA 1
55 73 Furnish & Install Tree Well – Std.
8130, 5’ x 5’ EA 1
56 73 Furnish & Install Tree Well – Std.
8130, 6’ x 6’ EA 1
57 15 Enlarge Tree Grate Opening EA 20
58 51, 77 Catch basin – Std. 3350 EA 1
59 51, 77 Catch basin – Std. 3355 EA 1
60 51, 77 Catch basin – Std. 3355A EA 1
61 51, 77 Catch basin – Std. 3360 EA 1
62 15 Adjust Utility Cover – Std. 6040 EA 25
63 15, 77 Manhole Frame & Cover
Replacement – Std. 6040 EA 12
64 15, 77 Manhole Replacement – Std.
3530 or 6610 EA 1
BID FORMS
BID FORMS
D
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
65 77 Install Water meter box- 3/4" or 1"
per Std 6210 EA 5
66 77 Install Water Meter box -1 1/2" or
2" per Std 6210 EA 5
67 77 Manhole Coating EA 10
68 77 Construct Well / Cleanout – G5 –
Std. 6710 EA 3
69 77 Potholing (Depth – 0’ to Under
4’) EA 20
70 77 Potholing (Depth – 4’ to Under
8’) EA 15
71 77 Potholing (Depth – 8’ and Over) EA 15
72 77 Pipe Excavation & Restoration
(Depth - 0’ to Under 2.5’) LF 20
73 77
Pipe Excavation & Restoration
(Depth - 2.5’ to Under 8.5’)
Shoring Required
LF 20
74 77
Pipe Excavation & Restoration
(Depth – 8.5’ and Over) Shoring
Required
LF 20
75 12 Traffic Control – Eng. Std.
Appendix G – Figure A HR 40
76 12 Traffic Control – Eng. Std.
Appendix G – Figure B HR 70
77 12 Traffic Control – Eng. Std.
Appendix G – Figure C HR 10
78 12 Traffic Control – Eng. Std.
Appendix G – Figure D HR 30
79 12 Traffic Control – Eng. Std.
Appendix G – Figure E HR 90
80 12 Traffic Control – Eng. Std.
Appendix G – Figure F HR 10
81 12 Traffic Control – Eng. Std.
Appendix G – Figure G HR 20
82 12 Traffic Control – Eng. Std.
Appendix G – Figure H HR 40
83 12 Traffic Control – Eng. Std.
Appendix G – Figure I HR 10
84 12 Traffic Control – Eng. Std.
Appendix G – Figure J HR 10
85 12 Traffic Control – Eng. Std.
Appendix G – Figure K HR 110
86 12 Traffic Control – Eng. Std.
Appendix G – Figure L HR 20
87 12 Traffic Control – Eng. Std.
Appendix G – Figure M HR 200
88 12 Traffic Control – Eng. Std.
Appendix G – Figure N HR 30
89 12 Traffic Control – Eng. Std.
Appendix G – Figure O HR 20
90 12 Traffic Control – Eng. Std.
Appendix G – Figure P HR 100
BID FORMS
BID FORMS
E
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
91 12 Traffic Control – Eng. Std.
Appendix G – Figure Q HR 100
92 12 Minor Traffic Control HR 1,000
93 12 Traffic Control – CA MUTCD –
Figure 6P-19 HR 20
94 12 Traffic Control – CA MUTCD –
Figure 6P-20 HR 20
95 12 Traffic Control – CA MUTCD –
Figure 6P-35 HR 20
96 12 Traffic Control – CA MUTCD –
Figure 6P-52 HR 20
97 12 Traffic Control – CA MUTCD –
Figure 6P-102 HR 20
98 77
Pexco City Post (Embedded
Anchor Cup Mount), 36” height,
3 retroreflective wraps color per
Engineer
EA 30
99 77
Pexco City Post (Embedded
Anchor Cub AC Mount), 18”
height, 3 retroreflective wraps
color per Engineer
EA 20
100 77
Furnish and Install Modular
Rubber Traffic Calming Speed
Hump/Table/Cushion (Traffic
Logix)
SQFT 400
101 77 Abandon and Grout (E) Sanitary
Sewer with Flowable Fill LF 100
Total Project Bid $
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required
work.
BID FORMS
BID FORMS
F
LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contract Code and section 2-1.33C of the standard
specifications, the Bidder is required to furnish the following information for each
Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do no t list
alternative subcontractors for the same work. Subcontracting must not total more than
fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard
specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars
($10,000) worth of work need not be mentioned. Subcontractors must be registered with
the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be
listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
BID FORMS
BID FORMS
G
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back
wages or related damages, interest, fines, or penalties pursuant to any final judgment,
order, or determination by a court or any federal, state, or local administrative agency,
including a confirmed arbitration award. Any judgment, order, or determination that is
under appeal is excluded, provided that the contractor has secured the payment of any
amount eventually found due through a bond or other appropriate means.
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state
law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements are part of the Bid. Signing this Bid on the signature portion
constitute signature of this Statement. Bidders are cautioned that making a false
certification may subject the certifier to criminal prosecution.
BID FORMS
BID FORMS
H
NONCOLLUSION DECLARATION
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
The undersigned declares:
I am the ____________________ [title] of _____________________________________
[business name], the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation. The bid is genuine and not collusive or
sham. The bidder has not directly or indirectly induced or solicited any other bidder to put
in a false or sham bid. The bidder has not directly or indirectly colluded, conspired,
connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from
bidding. The bidder has not in any manner, directly or indirectly, sought by agreement,
communication, or conference with anyone to fix the bid price of the bidder or any other
bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other
bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly,
submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged
information or data relative thereto, to any corporation, partnership, company, association,
`organization, bid depository, or to any member or agent thereof, to effectuate a collusive
or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation,
partnership, joint venture, limited liability company, limited liability partnership, or any other
entity, hereby represents that he or she has full power to execute, and does execute, this
declaration on behalf of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing
is true and correct and that this declaration is executed on _______________ [date], at
__________________________________ [city], _______ [state].
s/________________________________________
__________________________________________
Name [print]
BID FORMS
BID FORMS
I
BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained
in all contract documents, including the notice to bidders, plans, specifications, special provisions, and
addendum number(s) . (Note: You are responsible to verify the number of
addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary
bonds, within ten days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed
notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will
become the property of the City of San Luis Obispo.
Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration
Date .
The above statement is made under penalty of perjury, and any bid not containing this information may be
considered non-responsive and may be rejected by the City.
Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:
Business Name (DBA):
Owner/Legal Name:
Indicate One: Sole-proprietor Partnership Corporation
List Partners/Corporate Officers:
Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date
BID FORMS
BID FORMS
J
QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this
project’s Notice to Bidders and indicated below, may be cause to reject the bid. Additional
information may be attached but is not a substitute for this form.
Reference Number 1
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
or did this project include paving or
concrete activity? Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public
agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
or did this project include open trench
utility work? Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public
agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
or did this project include the
installation of curb ramps?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
BID FORMS
BID FORMS
K
ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:
That we ____________________________________________, AS PRINCIPAL, and
_______________________________________________________, AS SURETY, are held and firmly
bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to
said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we
bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by
these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above
bounden ______________________________________________________________________
to construct ___________________________________________________________________
(insert name of street and limits to be improved or project)
dated _____________________ is accepted by the City of San Luis Obispo, and if the above
bounden _______________________________________________________, his heirs, executors,
administrators, successors, and assigns shall duly enter into and execute a contract for such construction and
shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or
legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the
said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null
and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.
Bidder Principal:
Signature Date
Title:
Surety:
Bidder's signature is not required to be notarized. Surety's signature must be notarized.
Equivalent form may be substituted
(Rev. 6-30-14)
SPECIAL PROVISIONS
1
SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main section heading of
the Standard Specifications. Each special provision begins with a revision clause that
describes or introduces a revision to the Standard Specifications. Any paragraph a dded
or deleted by a revision clause does not change the paragraph number of the Standard
Specifications for any other reference to a paragraph of the Standard Specifications.
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:
The work must be done in compliance with the City of San Luis Obispo, Department of
Public Works and Utilities:
1. Job Order Contract for Streets and Sidewalk Maintenance 2027 Special Provisions
2. City of San Luis Obispo Standard Specifications and Engineering Standards –
2025 edition
3. State of California, Department of Transportation Standard Specifications and
Standard Plans – 2024 edition
In case of conflict between documents, governing ranking must comply with section 5 -
1.02 of the City of San Luis Obispo’s Standard Specifications.
Failure to comply with any obligation under the contract documents constitutes a breach
of contract.
Add to Section 1-1.07 DEFINITIONS, Glossary:
Contract Documents: The executed Contract, including the component parts listed in
Article III of the Agreement.
4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Sections 12, 13, 15, 26, 37, 39, 42, 51, 56, 73, 77, and 84
for general, material, construction, and payment specifics.
This Agreement will serve as the basis for Job Order Contract Task Orders issued
periodically throughout the contract term. The Engineer will identify locations requiring
maintenance or repair work and contact the Contractor to schedule a Task Order scoping
meeting. Work will be performed using the bid items and corresponding unit prices
established in the Bid Item List.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
2
Within ten (10) calendar days of verbal notification of the proposed work, the Contractor
shall meet with the Engineer at the project site to review the proposed scope of work,
site conditions, and estimated quantities. Following the scoping meeting, the E ngineer
will issue a Task Order to the Contractor by means of a Purchase Order and/or written
Notice to Proceed. The Task Order will identify the authorized scope of work, estimated
quantities, number of working days allowed for completion, and required st art date.
Within five (5) calendar days following issuance of the Task Order, the Contractor shall
submit a traffic control plan, when required, for review and approval by the Engineer.
The Contractor shall not begin work requiring traffic control until the traffic control plan
has been approved by the Engineer.
5 CONTROL OF WORK
Add to Section 5-1.13A:
You must notify the Engineer if any subcontractors are performing work on an issued
Task Order, prior to the execution of that Task Order.
6 CONTROL OF MATERIALS
Add to Section 6-2.03:
Settlement of any pavement repair is considered a substantial defect. Guarantee periods
will be one year after the completion of each individual Task Order. This period begins on
the date the Task Order is accepted as complete by the Engineer.
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan
Normal working hours are Monday through Friday between 7:00 a.m. and 4:00 p.m.
Modified working hours may be required for individual sites when determined necessary
by the Engineer. You may also request modified work hours to facilitate the work, which
will be considered by the Engineer.
Jack hammering, sawcutting, grinding, or any other type of demolition work producing
similar noise levels is prohibited between the hours of 11:00 a.m. and 1:00 p.m. within
500 feet of a food service establishment.
Upon approval of the traffic control plan, the City will issue approval to proceed with JOC
Task Order. Contractor is responsible for complying with all conditions of the traffic control
plan. Complete work using due diligence to restore free flowing of traffic.
8 PROSECUTION AND PROGRESS
Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with:
Provide a Level 1 schedule for Task Orders of durations greater than 10 working days.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
3
9 PAYMENT
Replace Sections 9-1.06B and 9-1.06C with:
The estimated quantities in these Special Provisions are furnished as a tool to the
Contractor as what might be expected of this Contract. The quantities will vary based on
the City’s needs. Payment will be made for actual quantities completed at the unit price
provided.
Replace Section 9-1.07 with:
Bid items prices shall be adjusted annually from the month of contract award by modifying
the unit price up or down in conformance with the California Construction Cost Index as
published by the California Department of General Services. The factor for the adjustment
of bid items shall be calculated at the contract 12-month and 24-month period utilizing the
following formula:
Factor = 1 + ( 𝐵𝑟𝑟𝑟𝑐𝑛𝑟 𝐼𝑛𝑐𝑐𝑥−𝐵𝑎𝑟𝑐 𝐼𝑛𝑐𝑐𝑥 𝑎𝑟 𝐵𝑛𝑛𝑟𝑟𝑎𝑐𝑟 𝐸𝑥𝑐𝑐𝑟𝑟𝑖𝑛𝑛
𝐵𝑎𝑟𝑐 𝐼𝑛𝑐𝑐𝑥 𝑎𝑟 𝐵𝑛𝑛𝑟𝑟𝑎𝑐𝑟 𝐸𝑥𝑐𝑐𝑟𝑖𝑛𝑛 )
DIVISION II GENERAL CONSTRUCTION
12 TEMPORARY TRAFFIC CONTROL
Add to Section 12-1.01:
Some work locations will require the implementation of a simplified traffic control. These
locations will be paid per the “Minor Traffic Control” bid item instead of one of the pre -
established figures in Engineering Standards – Appendix G. “Minor Traffic Control” will
apply to minor repair locations, on local streets, where approximately 10 cones, and the
use of barricades, can delineate traffic around a small work area.
Add to Section 12-1.04:
Traffic delineation and trench protection must be maintained at all times. If barricades are
required after sunset, lights/flashing beacons will be required. When traffic control is
required to be present during non-work hours, the cost will be included in the working day
hourly compensation.
14 ENVIRONMENTAL STEWARDSHIP
Add to Section 14-9.02 AIR POLLUTION CONTROL, General:
The City has obtained an annual permit for construction from the Air Pollution Control
District (APCD). The annual APCD permit and construction log files are located on the
City’s website:
http://www.slocity.org/government/department-directory/public-works/documents-
online/construction-documents
SPECIAL PROVISIONS
SPECIAL PROVISIONS
4
A copy of the permit can also be found in Appendix H of the City Standards. You are
required to comply with the APCD permit including all notification and construction logs
using the appropriate equipment. Provide training to all workers in the construction area.
You must comply with section 77-1 of the standard specifications.
Add Section 14-9.02A AIR POLLUTION CONTROL, Construction:
Where contamination is encountered, you are responsible to:
1. monitor
2. record
3. report
H2S and Hydrocarbon FID readings taken every hour during work in the contamination
zone or as directed by the Engineer.
Appropriate Personal Protective Equipment (PPE) must be used.
Add Section 14-9.02C AIR POLLUTION CONTROL, Payment:
Full compensation for APCD compliance and applicable engineering standards is
included in the payment for other bid items unless a bid item of work is shown on the bid
list item.
Add to Section 14-9.02D:
Full compensation for APCD compliance and applicable engineering standards will be
paid by force account when contamination is encountered.
15 EXISTING FACILITIES
Add to Section 15-2.02 Obliterate Roads, Detours, and Surfacing
Micro-milling must be utilized for bike lane and at existing curb ramp edge grinds. Micro -
milling machines shall:
Be equipped with a micro-milling drum with tungsten-carbide-tipped cutting teeth spaced
no greater than ¼ inch apart on center. The configuration of the teeth shall be such that
the deviation in elevation between any 2 teeth does not exceed 1/16 inch. Be c apable of
removing asphalt concrete pavement to a tolerance of +/- 1/8 inch. Be equipped with an
automatic grade control system operating in “profile” mode.
Micro-milling shall result in a grid-patterned textured pavement surface with longitudinal
ridges approximately the same distance apart as the cutting teeth. The ridges shall be
consistent in depth, width, and profile. The distance between the top of the r idge and the
adjacent valleys shall not exceed 1/8 inch.
Add to Section 15-1.04 Payment
The linear foot price for Edge Grinds shall include full compensation for furnishing all
labor, materials, tools, equipment, personnel, and incidentals, and for doing all the work
SPECIAL PROVISIONS
SPECIAL PROVISIONS
5
involved with bike lane and at existing curb ramp edge grinds and no additional
compensation therefore.
Add to Section 15-2.02B(1):
Portland concrete cement (PCC) pavement must be saw-cut with a diamond saw to a
minimum depth of 8 inches.
As an alternate to sawcutting and excavation, you may use a grinding device such as a
“zipper” on asphalt pavement, to remove the trench repair area.
Replace Section 15-2.02C(3) with:
Section 15-2.02C(3) Payment:
Traffic stripe removal will be paid per linear foot, regardless of width and the number of
passes to remove stripes entirely and to the satisfaction of the Engineer.
Add to Section 15-2.04A:
All existing manholes, valve wells, cleanouts, and boxes within work limits must be
replaced in accordance with current Engineering Standards.
Replace Section 15-2.04D with:
15-2.04D Reconstruct Metal Beam Guard Railing
Limits of removal and replacement will be determined by the Engineer and indicated in
the issued Task Order for that work. Replacement Metal Guard Beam Rail shall conform
with Section 83.
Replace Section 15-2.07E with:
15-2.07E Modify Tree Grate:
Tree well grates are to be modified as needed to accommodate increasing trunk size. The
grate is to be cut to the nearest concentric ring as directed by the Engineer. Cuts must be
neat and smoothed to remove jagged edges. Grates must be removed for cutting if
needed to protect the tree or other adjacent improvements.
39 ASPHALT CONCRETE
Add to Section 39-1.01:
Paving is not to be done without the inspection of the Engineer.
Add to Section 39-1.02B MATERIALS, Tack Coat:
SPECIAL PROVISIONS
SPECIAL PROVISIONS
6
All vertical edges to be paved against shall be tack coated. These include, but are not
limited to, curb faces, gutter lips, swale edges, cross gutter edges, and asphalt concrete
edges.
Add to Section 39-6:
Due to the potential for oil price fluctuation throughout the length of the contract, the City
will pay the actual plant price per ton of asphalt concrete placed, plus a 15% material
markup. You will provide documentation of AC costs at the end of each Tas k Order.
Documentation consists of AC load tickets that include the date, tonnage, and location.
You are responsible for AC trucking and delivery expenses. This expense is covered in
the respective bid item for that work.
DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
Add to Section 73-1.03:
At the time of Task Order issuance, the Engineer will indicate which curb ramp or driveway
Engineering Standard will be used.
You must meet with the Engineer for an average of 1 .5 hour per curb ramp or driveway
being replaced. This includes:
1. Before saw-cutting to agree on the limits of demolition and removal.
2. After formwork is set, to verify that grades meet those stated on the plans.
3. Upon completion to verify finished grades.
Curb ramp and driveway design may vary from Engineering Standards, as directed by
the Engineer, to accommodate ADA requirements.
Only 2 intersection curb ramps, on the same side of the street, can be under construction
at any given time.
You are responsible for restoring all existing:
1. utility boxes
2. cleanouts
3. posts
within the:
1. sidewalk
2. driveway
3. island paving
4. curb ramp
limits of replacement.
The City will pay material invoice and current Caltrans Material markup for utility boxes
not covered by bit items that require replacement.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
7
Where paint is required on newly placed concrete, the concrete shall be cured a minimum
of seven (7) days prior to painting.
Add to Section 73-1.04:
Payment for the removal/replacement of asphalt concrete as specified in the Engineering
Standards will be accounted for in the bid items based on the type/thickness of asphalt
concrete replacement that is required at each location.
Add to Section 73-4.04:
Full compensation for “Mission Style PCC Coloring and Salt Finish” includes all additional
costs required to install Mission Style concrete when compared to standard gray colored
concrete. When Mission Style tile is also required, it is paid by a separate bid item,
“Mission Style Tile Installation per Std. 4220”.
“Single Mission Tile Installation – Std. 4220” will be used for replacement of a single
Mission Tile and surrounding grout without doing any other curb & gutter and/or sidewalk
improvements at various locations within the Mission Style Sidewalk District. Full
compensation for “Single Mission Tile Installation – Std. 4220” includes tile mortar bed,
tile, and grout surrounding all four sides of the tile, in place complete.
Add to Section 73-4.04:
Removal of Existing Meter Poles- Payment per Each pole removed and repaired: Remove
existing parking meter poles embedded within the sidewalk at locations designated by the
Engineer. Work shall include removal of the existing pole and all attached equipment
designated for removal. After removal, cut the remaining pole approximately 2 inches
below the top surface of the existing concrete. Remove all loose, damaged, or
deteriorated material surrounding the remaining pole and prepare the opening for repair.
Fill the remaining opening with concrete or an Engineer -approved cementitious repair
material and finish the repair flush with the surrounding sidewalk surface. The completed
repair shall match the existing sidewalk texture and finish as closely as practical and shall
be smooth, secure, and free of trip hazards.
The Contractor shall remove and properly dispose of all demolished materials, debris,
and excess repair materials from the project site. The bid item shall include all labor,
equipment, materials, disposal, and incidental work necessary to complete the rem oval
and sidewalk repair in accordance with the Plans and Specifications.
77 LOCAL INFRASTRUCTURE
Add to Section 77-1.03A:
SPECIAL PROVISIONS
SPECIAL PROVISIONS
8
Vacuum excavation is the preferred method for potholing utilities, but site -specific
conditions may require alternative methods. 1-sack cement slurry shall be used as
subsequent backfill when vacuum excavation is used.
Dimensions of pavement potholing window must be approved by Engineer before starting
work.
Full compensation for “Potholing” is measured from the top of existing grade to the top of
utility and includes the replacement of initial and subsequent backfill.
Add to Section 77-1.03A(2)(h):
Tree removal must be authorized by the City Arborist. Tree trunk diameter is measured
at 4.5 feet above adjacent ground surface. Stump grinding or removal is required for all
tree removals and must include the major roots within the planting area.
Engineer or City Arborist must authorize and oversee all approved root pruning or shaving
activities. Minor root pruning or shaving is expected during reconstruction of damaged
sidewalk.
Add to Section 77-1.03B TRENCH CONSTRUCTION, General with:
The contractor shall anticipate the minimum of one water service, one gas service and
one sewer lateral for each property. The sewer lateral locations are unknown and the
repair of the sewer laterals shall be factored into the payment for the mainline bein g
installed. Water and gas services will be marked by Underground Service Alert or USA.
Add to Section 77-1.04:
Full compensation for “Pipe Excavation & Restoration” includes all excavation required to
reach the top of pipe from top of existing grade, complete pipe excavation, installation
and replacement of pipe, bedding, initial backfill, and subsequent backfill.
The City will provide pipe and fittings to be used for replacement or pay material invoice
and 15% markup if pipe and fittings are supplied by you.
Add to Section 77-3.02B(1):
Joints and Fittings for HDPE must be of the same manufacturer as the pipe.
Add Section 77-3.03D(1) Manhole Coating:
Manhole coating shall consist of applying an approved by the Engineer corrosion
protective coating system to the interior surfaces, as specified herein. The coating system
shall be applied to all exposed brick, concrete, grout, mortar, and cementitious sur faces
within the manhole, including unlined concrete pipes within the manhole, bench -to-pipe
transitions, bench, risers, cones, adjusting rings, etc. Coating of the metallic manhole
frame and cover shall not be required.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
9
The Contractor shall coat all manholes marked on the plans with a high -build
polyurethane elastomer such as SANCON 100 or approved equal. The Contractor is
responsible for inspecting the existing manholes for leaks or concrete failures. The
Contractor shall repair manhole prior to coating by patch or chemical grouting in
accordance with coating manufacturer recommendation and as directed by the Engineer.
Coating shall stop at the top of the cone or as directed by the Engineer. All pipe liner
installation shall be completed prior to commencing any coating of manholes.
The Contractor shall provide a smooth transition and tight seal without any annular gaps
between the completed manholes and the completed sewer pipe. The Contractor shall
Spark Test the new manhole per NACE RP0274 standards. Spark Test shall be
witnessed by the Engineer.
The Contractor shall terminate the coating at the spring line of the channel with a ¼” cut
groove.
For those manholes that are connected to pipes to be lined with CIPP, the Contractor
shall insure that the bench shall be formed to eliminate offsets where the lined pipe meets
the manhole interior face and shall match incoming and outgoing pipes and provi de a
smooth, even transition where required.
Materials shall be delivered to the site in factory sealed and labeled containers. Date of
manufacture shall appear on each container. Materials shall be handled and stored
according to the strictest requirements of the manufacturer and in accordance with all
local, state, and federal laws and regulations.
At each manhole, the Engineer shall inspect and accept the work completed to -date at
the completion of each of the milestones listed below before the Contractor shall
commence work on the next milestone:
• Completion of the cleaning and surface preparation activities required by these
specifications.
• Completion of all void-filling activities and underlayment application, prior to
surface coating application.
• Completion of the surface coating installation prior to testing.
• Spark testing of the final surface coating as required by these specifications.
• Final clean-up and inspection.
The Contractor shall provide a written warranty to cover workmanship and materials for
each manhole coated for a period of not less than five (5) years from the date of final
clean up and inspection of the manhole. The warranty shall be delivered to the City prior
to and as a condition of final acceptance of work.
By executing this contract, the Contractor certifies and agrees that any testing performed
by the City during construction (e.g., spark testing, adhesion testing and/or other testing)
SPECIAL PROVISIONS
SPECIAL PROVISIONS
10
shall not in any way modify the warranty, nor relieve the Contractor for responding to
defects during the warranty period.
Add to Section 77-3.03F(2) Abandonment of Sewerlines:
77-3.03F(2)(a) Abandon and Grout Existing Sanitary Sewer Lateral or Main
Where Abandon and Grout Existing Sanitary Sewer with Flowable Fill is required, the
work to be performed under this section shall include the abandonment in place of existing
sanitary sewer by completely filling with flowable fill, as specified in the Special Provisions
and as directed by the Engineer. Flowable fill (abandonment grout) shall be controlled
low-strength material consisting of fluid mixture of cement, fly ash, aggregate, water and
with admixtures as necessary to provide workable properties. Placement of flowable fill
may be by grouting techniques in sewer pipes or other restricted areas, or as mass
placement by chutes or tremie methods in unrestricted locations with open access. Long -
term hardened strength shall be within specified range. In th is specification, the words
“flowable fill” and “one sack sand/cement mixture” and “abandonment grout” are used
interchangeable.
The Contractor shall notify the Engineer a minimum of 48-hours prior to the abandonment
of any sanitary sewer. The Contractor shall not begin any abandonment operations until
the replacement sanitary sewer has been constructed, tested, and all service connections
have been installed and approved by the Engineer, if applicable.
Reference Standards:
1. These Special Provisions
2. ASTM C150 – Standard Specification for Portland Cement.
3. ASTM 494 – Standard Specification for Chemical Admixture for Concrete.
4. ASTM C618 – Standard Specification for Fly Ash and Raw or Calcinated Natural
Pozzolan for use as neral Admixture in Portland Cement Concrete.
5. ASTM C940 – Standard test Method for Expansion and Bleeding of Freshly Mixed
Grout for Replaced Aggregate Concrete in the Laboratory.
6. ASTM C1017 – Standard Specification for Chemical Admixture for Use in
Producing Flowing Concrete.
7. ASTM C1107 – Standard Specification for Packaged Dry, Hydraulic-Cement Grout
(Non-Shrink).
Submittals:
1. Submit flowable fill mix design report to Engineer.
A. Flowable fill type and production method. Describe if fill will be mixed to final
proportions and consistency in batch plant or if constituents will be added
in transit to mixer at placement location.
B. Aggregate gradation of fill. Aggregate gradation of mix shall be used as pilot
curve for quality control during production.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
11
C. Fill mix constituents and proportions including materials by weight and
volume, and air content. Give types and amounts of admixtures including
air entrainment or air generating compounds.
D. Fill densities and viscosities, including wet density at point of placement.
E. Initial time of set.
F. Bleeding and shrinkage.
G. Compressive strength.
2. Submit technical information for equipment and operational procedures including
projected injection rate, grout pressure, method for controlling grout pressure,
bulkhead and vent design and number of stages for grout application.
Flowable Fill:
1. Design Mix Criteria. Provide design of one or more mixes to meet design criteria
and conditions for placement which include the following:
A. Cement: ASTM C150 Type I or II. Volume and weight per cubic yard of fill.
Provide minimum cement content of 50 pounds per cubic yard.
B. Fly ash: ASTM C619, Class C or F. Volume and weight per cubic yard of
fill. Provide minimum fly ash content of 200 pounds per cubic yard.
C. Potable water: Volume and weight per cubic yard of fill. Amount of water
determined by mix design testing.
D. Aggregate gradation: 100 percent passing 3/8-inch sieve and not more than
10 percent passing No. 200 sieve. Mix design report shall define pilot
gradation based on the following sieve sizes: 3/8 -inch, No. 4, 8, 16, 30, 50,
100 and 200. Do no deviate from pilot gradation by more than plus or minus
10 percentage points for any sieve for production material.
E. Aggregate source material: Screened or crushed aggregate, pit or bank run
fine gravels or sand, or crushed concrete. If crushed concrete is used, add
at least 30 percent natural aggregate to provide workability.
F. Admixtures: use admixtures meeting ASTM C494 an ASTM C1017 as
needed to improve pumpability, to control time of set and to reduce
bleeding.
G. Fluidifier: Use fluidifier meeting ASTM C937 as necessary to hold solid
constituents in suspension. Add shrinkage compensator if necessary.
H. Performance additive: Use flowable fill performance additive, fi needed, to
control fill properties.
2. Flowable Fill Requirements:
A. Unconfined compressive strength: minimum 75 psi and maximum 150 psi
at 56 days as determined based on an average of three tests for same
placement. Present at least three acceptable strength tests for proposed
mix design in mix design report.
B. Placement characteristics: self-leveling.
SPECIAL PROVISIONS
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12
C. Shrinkage characteristics: non-shrink.
D. Water bleeding for fill to be placed by grouting method in pipes: not to
exceed 2 percent according to ASTM C940.
E. Minimum wet density: 90 pounds per cubic foot.
3. Grout Plugs:
A. Cement-based dry-pack grout conforming to ASTM C1107, Grade B or C.
Preparation:
1. Notify inspector at least 24-hours in advance of grouting with flowable fill.
2. Select fill placement equipment and follow procedures with sufficient safety and
care to avoid damage to existing underground utilities and structures. Operate
equipment at pressure that will not distort or imperil portions of the work, new or
existing.
3. Cut and cap portions of the piping system to remain.
4. Clean sewer lines and video to identify connections and locate obstructions.
Locate previously unidentified connections which have not been redirected or
reconnected as part of the work and report them to the Engineer. During placement
of fill, compensate for irregularities in sewer pipe, such as obstructions or open
joints, to ensure no voids remain unfilled.
5. Perform demolition work prior to starting fill placement. Clean placement areas for
pipes and manholes of debris that may hinder fill placement. Remove excessive
amounts of sludge and other substances that may degrade performance of the fill.
Do not leave sludge or other debris in place if filling more than 2 percent of
placement volume. Dispose of waste material in accordance with applicable codes
and regulations.
6. Remove free water prior to fill placement.
Equipment:
1. Mix flowable fill in automated batch plant and deliver it to site in ready -mix trucks.
Performance additives may be added at placement site if required by mix design.
2. Use concrete or grout pumps capable of continuous delivery at planned placement
rate.
Full compensation for furnishing all labor, materials, tools, equipment, and incidentals,
and for doing all work related to abandonment and grouting of existing sanitary sewers
with flowable fill is included in the payment for Bid item Abandon and Grout (E ) Sanitary
Sewer with Flowable Fill.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
13
Add to Section 77-3.04:
Maximum manhole depth is assumed to be 8 feet, measured from finished grade to invert.
If a deeper manhole is required, you will be paid an additional prorated amount per linear
foot of depth, based on your bid item price.
Full compensation for “Construct Well / Cleanout” includes all labor, materials and
equipment required to connect new cleanout to sewer line.
Add to Section 77-1.03B:
This item shall consist of grinding stumps and associated exposed root material as
directed by the Engineer. Stumps shall be ground to a minimum depth of 18 inches
below the existing ground surface using suitable stump grinding equipment.
Stump Removal by Excavation will be measured and paid for on a per each (EA) basis
for each stump completely removed as directed by the Engineer. Payment shall include
all labor, excavation, equipment, loading, hauling, disposal of the stump and associated
roots, backfilling of the excavation, and all other incidental work necessary to complete
the removal.
For purposes of this item, complete removal shall mean removal of the stump and the
associated root system necessary to accomplish the directed removal. Removal of
every individual root is not required unless specifically directed by the Engineer.
Add to Section 77-3.04C:
TrafficLogix Safe Pace Evolution 15 FM height and install requirement to be per city standard 7210 and
7215.
DIVISION IX TRAFFIC CONTROL DEVICES
84 MARKINGS
Add to Section 84-2.03B Application of Stripes and Markings:
Preformed thermoplastic is only allowed with the approval of the Engineer.
Add to Section 84-1.04 Payment:
Bike lane coating is measured by the square foot for the area applied regardless of the
number of coats to complete installation per the manufacturer’s recommendations.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
14
DIVISION XIII APPENDICES
Additional project details and instructions may be found on:
i. Appendix B – Bike Lane Buffer
ii. Appendix C – Catch Basin Standard 3355A
iii. Appendix D-CA MUTCD Figure 6P-19
iv. Appendix E-CA MUTCD Figure 6P-20
v. Appendix F-CA MUTCD Figure 6P-35
vi. Appendix G-CA MUTCD Figure 6P-52
vii. Appendix H-CA MUTCD Figure 6P-102
viii. Appendix I-Traffic Logix Rubber Traffic Calming Product
ix. Appendix J-Traffic Logix Solar Radar
APPENDIX
APPENDIX
0
APPENDIX A - FORM OF AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis
Obispo, a municipal corporation and charter city, San Luis Obispo County, California
(hereinafter called the City) and COMPANY NAME (hereinafter called the Contractor).
WITNESSETH:
That the City and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be
performed, shall provide and furnish all of the labor, materials, necessary tools,
expendable equipment, and all utility and transportation services required to complete all
the work of construction of
NAME OF PROJECT, SPEC NO.
in strict compliance with the plans and specifications therefor, including any and all
Addenda, adopted by the City, in strict compliance with the Contract Documents hereinafter
enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished and
said work performed and completed under the direction and supervision and subject to the
approval of the City or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The City shall pay the Contractor as full consideration
for the faithful performance of this Contract, subject to any additions or deductions as
provided in the Contract Documents, the contract prices as follows:
Item
No.
Item Unit of
Measure
Estimated
Quantity
Item Price
(in figures)
Total
(in figures)
1.
2.
3.
BID TOTAL: $ .00
Payments are to be made to the Contractor in compliance with and subject to the provisions
embodied in the documents made a part of this Contract.
If any dispute arises regarding the work or contract price, Contractor must follow the
procedures in the contract documents, including the requirements on change order
requests and dispute resolution.
APPENDIX
APPENDIX
1
ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the
following documents, all of which are as fully a part thereof as if herein set out in full, and if
not attached, as if hereto attached:
1. Notice to Bidders and Information for Bidders
2. Standard Specifications and Engineering Standards
3. Special Provisions, any Addenda, Plans and Contract Change Orders
4. Caltrans Standard Specifications and Standard Plans 2024
5. Accepted Bid and Bid Bond
6. List of Subcontractors
7. Labor Code Section 1725.5 Statements
8. Bidder Acknowledgements
9. Qualifications
10. Noncollusion Declaration
11. Agreement and Bonds
12. Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal
counsel approved by City, and hold harmless City, its officers, officials, employees and
volunteers from and against all liability, loss, damage, expense, cost (including without
limitation reasonable legal counsel fees, expert fees and all other costs and fees of
litigation) of every nature arising out of or in connection with the acts or omissions of
Contractor, its employees, subcontractors, representatives, or agents, in bidding or
performing the work or in failing to comply with any obligation of Contractor under this
Agreement, except such loss or damage which is caused by the sole or active negligence
or willful misconduct of the City. Should conflict of interest principles preclude a single legal
counsel from representing both the City and the Contractor, or should the City otherwise
find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the
City its costs of defense, including without limitation reasonable legal counsel fees, expert
fees and all other costs and fees of litigation. The Contractor shall promptly pay any final
judgment rendered against the City (and its officers, officials, employees and volunteers)
with respect to claims determined by a trier of fact to have been the result of the Contractor’s
acts or omissions in bidding or performing the work or in failing to comply with any obligation
of Contractor under this Agreement. It is expressly understood and agreed that the
foregoing provisions are intended to be as broad and inclusive as is permitted by the law
of the State of California and will survive termination of this Agreement.
The Contractor obligations under this section apply regardless of whether such claim,
charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment,
civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.
However, without affecting the rights of the City under any provision of this agreement, the
Contractor shall not be required to indemnify and hold harmless the City for liability
attributable to the active negligence of City, provided such active negligence is determined
by agreement between the parties or by the findings of a court of competent jurisdiction. In
instances where the City is shown to have been actively negligent and where the City’s
active negligence accounts for only a percentage of the liability involved, the obligation of
APPENDIX
APPENDIX
2
the Contractor will be for that entire portion or percentage of liability not attributable to the
active negligence of the City.
ARTICLE V: It is further expressly agreed by and between the parties hereto that should
there be any conflict between the terms of this instrument and the bid of said Contractor,
then this instrument shall control and nothing herein shall be considered as an acceptance
of the said terms of said bid conflicting herewith.
ARTICLE VI LABOR CODE COMPLIANCE: This Agreement is subject to all applicable
requirements of Chapter 1 of Part 7 of Division 2 of the Labor Code, including requirements
pertaining to wages, working hours and workers’ compensation insurance, as further
specified in the contract documents.
The project is subject to the prevailing wage requirements applicable to the locality in which
the work is to be performed for each craft, classification or type of worker needed to perform
the work, including employer payments for health and welfare, pension, vacation,
apprenticeship and similar purposes. Copies of these prevailing rates are on file with the
City and are available online at http://www.dir.ca.gov/DLSR.
City may not enter into the Agreement with a bidder without proof that the bidder and its
subcontractors are registered with the DIR to perform public work pursuant to Labor Code
section 1725.5, subject to limited legal exceptions.
Pursuant to Labor Code § 1861, by signing this Agreement, Contractor certifies as follows:
“I am aware of the provisions of Labor Code § 3700 which require every employer to be
insured against liability for workers’ compensation or to undertake self-insurance in
accordance with the provisions of that code, and I will comply with such provisions before
commencing the performance of the work on this contract.”
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this
year and date first above written.
CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Whitney McDonald, City Manager
APPROVED AS TO FORM CONTRACTOR:
Name of Company
________________________________
By:________________________________
J. Christine Dietrick Name of CAO/President
APPENDIX
APPENDIX
3
City Attorney Its: CAO/PRESIDENT
(2nd signature required if Corporation):
By:________________________________
Name of Corporate Officer
Its: ____________________
Appendix B
Appendix C
California MUTCD 2026 Edition
(FHWA’s MUTCD 2023 Edition, as amended for use in California)
Page 1389
Figure 6P-19(CA). Detour for One Travel Direction (TA-19(CA))
B
W11-1
IN
RO
AD
M4-10
R11-2
W20-1
D3-1
M3-3
M4-9
M4-9c
A
10
0
f
t
Note: See Tables 6P-2 and 6B-1
for the meaning of the
symbols and/or letter
codes used in this figure.
DE
T
O
U
R
Shared Roadway Bicycle
Marking (optional).
Refer to Section 9E.09
DETOUR
DETOUR
R11-4
R3-2
R6-1
W20-1
W20-1
M4-9
DETOUR
M4-8a
M4-10
R6-1M4-10
IN
ROAD
R3-1
DE
T
O
U
R
M4-9c
W20-3
D3-1 M4-9
SC9(CA)
LEGEND
Shared Roadway Bicycle
Marking (optional).
Refer to Section 9E.09
W16-1P
R5-1
W16-1P
W11-1
M4-9c
M4-9
D3-1
Direction of Detour Traffic M4-9c D3-1
Typical Application 19(CA)
January 18, 2026Chapter 6P – Typical Applications (Figures)
Part 6 Temporary Traffic Control
Appendix D
A
C
B
A
B
Notes: See Table 6P-2 for the meanings of the symbols used in this figure.
See Table 6B-1 for the meanings of the letter codes used in this figure.
M4-8a
M4-8a
R3-2
R3-2
W20-3
W20-2
R3-1
R3-1
M4-10R
M4-10L
R11-4
R11-2
R11-2
W20-3
W20-2
M4-9L (modified)
M4-9L (modified)
M4-9L (modified)
M4-9R (modified)
M4-9R (modified)
M4-9R (modified)
M4-9R (modified)
M4-9L (modified)
Typical Application 20
D3-1 D3-1
D3-1 D3-1
D3-1
D3-1
W20-1
W20-1
W20-1
W20-1
W20-1
C
W20-1
California MUTCD 2026 Edition
(FHWA’s MUTCD 2023 Edition, as amended for use in California)
Page 1391
Figure 6P-20. Detour for a Closed Street (TA-20)
January 18, 2026Chapter 6P – Typical Applications (Figures)
Part 6 Temporary Traffic Control
Appendix E
January 18, 2026
Work vehicle
Truck-mounted attenuator (optional)
Shadow Vehicle 1
Truck-mounted attenuator
Shadow Vehicle 2
Truck-mounted attenuator (optional)
SC11(CA)
W20-5L
Note: See Table 6P-2 for the meanings of the symbols used in this figure.
Typical Application 35
California MUTCD 2026 Edition
(FHWA’s MUTCD 2023 Edition, as amended for use in California)
Page 1422
Figure 6P-35. Mobile Operation on a Multi-Lane Road (TA-35)
Chapter 6P – Typical Applications (Figures)
Part 6 Temporary Traffic Control
Appendix F
January 18, 2026
California MUTCD 2026 Edition
(FHWA’s MUTCD 2023 Edition, as amended for use in California)
Page 1458
Figure 6P-52. Short-Term or Short-Duration Work in a Circular Intersection (TA-52)
A
B
C
A B C
A
B
C
ABC
100 ft
50 to
100 ft
W20-1
W20-1
W20-1
W20-1
W20-7
W20-7
W20-7
W20-7
W20-4
W20-4
W20-4
W20-4
Notes: See Table 6P-2 for the meanings of the symbols used in this figure.
See Table 6B-1 for the meanings of the letter codes used in this figure.
Typical Application 52
Chapter 6P – Typical Applications (Figures)
Part 6 Temporary Traffic Control
Appendix G
California MUTCD 2026 Edition
(FHWA’s MUTCD 2023 Edition, as amended for use in California)
Page 1466
Figure 6P-102(CA). Lane Shift on Road With Low Traffic Volumes (TA-102(CA))
W20-1
W6-3
Buffer space(optional)
Typical Application 102(CA)
Truck-mounted
attenuator
(optional)
A
A
1/3 L min.
Work vehicle
(optional)
(optional)
1/2 L min.
10 feet min. to edge
of pavement or outside
edge of paved shoulder
1/2 L min.
G20-2
W1-4
W13-1P
W20-1
W13-1P
W6-3
W1-4
W1-4
G20-2
Notes:
1. See Table 6P-2 for meanings of
the symbols used in this figure.
2. See Table 6B-1 for the meanings
of the letter codes used in this
figure.
(optional)
January 18, 2026Chapter 6P – Typical Applications (Figures)
Part 6 Temporary Traffic Control
Appendix H
Appendix I
Traffic Logix Corp 3 Harriett Lane Spring Valley, NY 10977 Phone: 866.915.6449 www.trafficlogix.com
Patterns - Speed Humps, Speed Cushions and Speed Tables
CLASSIC SERIES
V3 SERIES
Classic Series is
available in various
widths and lengths in
creating Cushions,
Humps or Tables
Standard height is 3”
Lengths include 7’,
10.5’, 14’ and 21’
And starting at 14’
lengths, heights
include 3” and 4”
Markings include:
White Arrows;
MUTCD, Yellow or
White Squares/
Chevrons or in
combinations.
NOT available in
Yellow Arrow or
Yellow MUTCD pattern
AVAILABLE ONLY IN
7’ L x 6’ W x 3” H
Markings in White
only
7’ x 6’
Profile
Shown
7’ x 6’
Profile
Shown
7’ x 6’
Profile
Shown
7’ x 6’
Profile
Shown
All Black Standard Arrows
White Squares Yellow Squares
MUTCD
TYPE B TYPE A
Appendix I
The goals of traffic calming are simple; to reduce vehicle
speeds, improve neighborhood safety, and enhance quality
of life. Traffic calming involves changes in street alignment,
installation of barriers and other physical measures to reduce
traffic speeds and/or cut-through volume. The goal of traffic
calming is to improve street safety, and neighborhood
livability.
Traffic Logix® offers a complete line of traffic calming solutions
including rubber solutions as well as innovative radar speed
signs. Our solutions have been installed on thousands of
streets in hundreds of cities across the world. We are dedicated
to meeting the growing concern of towns, cities, counties,
gated communities, and military bases; ensuring the safety of
the streets that our children play on and that all of us live on.
Members of :
Introduct I on Appendix I
contents
1.Product overview
2.Components
3.Speed Hump
4.Speed Table
5.Speed Cushions
7.Features & options/Custom Solutions
8.SuperFlex Curbing/CycleLane
9.Installation overview
10.Lane Separators/Alley Bumps
11.Private communities
12.SafePace Signs/ On the web
Appendix I
I nterlock I ng solut I on o verv I ew
The Traffic Logix® patented interlocking system consists of modular rubber units with molded
reflective tape. These components can be assembled to create a variety of traffic calming solutions
including speed humps, speed tables, speed cushions, traffic islands and street narrowing. The
modular system presents unlimited possibilities for different configurations and can be installed on
asphalt or concrete and as permanent or temporary solutions. Our sought after SafePace® series of
radar speed signs offer another alternative to calm streets by alerting drivers to their speeds. Our
traffic calming solutions are ideal for residential roads, private communities, industrial and corporate
settings, and school and work zones.
Traffic Logix (866)915-6449www.trafficlogix.com1
■ Environmentally friendly
■ Lightweight - easy to transport and install
■ Extremely durable
■ Will never fade or crack like asphalt
■ Uniform and consistent profile
■ Aesthetic appearance, residential appeal
■ Unique patented design
■ Expandable to any size roadway
■ Interlocking feature adds extra stability
■ Allows for custom solution design
■ Conforms to ITE standards
■ Highly visible
■ Molded tape has a much longer lifespan than
paint
■ Available in a variety of colors and patterns
■ Save labor costs
■ Avoid street closures
■ No heavy equipment, only basic tools are
required
■ Can be removed, stored and relocated
Made of Recycled Rubbe R
ModulaR InteRlock Ing des Ign (see page 7)
Molded ReflectI ve tape
sIMple InstallatI on (see page 9)
Appendix I
COMPONENT PRODUCT #LENGTH
(in)
WIDTH
(in)
HEIGHT
(in)
WEIGHT
(lb.)
MI
D
D
L
E
U
N
I
T
S
1 MSH03 42 18 0 - 3 50
2 MSH33 42 18 3 75
3 MSH34 42 18 3-4 88
LE
F
T
E
N
D
C
A
P
U
N
I
T
S
4 LSH03 42 18 0 - 3 48
5 LSH33 42 18 3 68
6 LSH34 42 18 3 - 4 75
RI
G
H
T
E
N
D
C
A
P
U
N
I
T
S
7 RSH03 42 18 0 - 3 48
8 RSH33 42 18 3 68
9 RSH34 42 18 3 - 4 75
components (InterlockIng s peed hump/table/cushIons)
Traffic Logix (866)915-6449www.trafficlogix.com 2
Appendix I
s peed h ump
Speed humps are raised traffic
calming devices that range in
height from 3 to 4 inches. They
are parabolic in shape and are
placed across the road to slow
traffic. Speed humps are the
most popular physical traffic
calming measure in the United
States today. A speed hump will
typically slow traffic in a more
gradual manner than speed
bumps, although less so than
speed tables.
Also available with arrow taping or
white striping
* Traffic Logix® interlocking units
can be used for any road width in
increments of 18”.
Dimensions:3” x 7’ x any width*
width shown is 22.5’
Units:MSH03 - 26 units
LSH03 - 2 units
RSH03 - 2 units
Dimensions:4” x 14’ x any width*
width above is 22.5”
Units:MSH03 - 26 units
MSH34 - 26 units
LSH03 - 2 units
RSH03 - 2 units
LSH34 - 2 units
RSH34 - 2 units
Traffic Logix (866)915-6449www.trafficlogix.com3
14’ Hump Profile
Appendix I
Dimensions:3” high
*width shown 22.5’
*length shown 14’
Units:MSH03 - 26 units
MSH33 - 26 units
LSH03 - 2 units
RSH03 - 2 units
LSH33 - 2 units
RSH33 - 2 units
Dimensions:3” high
*width shown 22.5’
*length shown 21’
Units:MSH03 - 26 units
MSH33 - 52 units
LSH03 - 2 units
RSH03 - 2 units
LSH33 - 4 units
RSH33 - 4 units
s peed table
Speed tables are raised
traffic calming devices that
are 3 inches high and flat-
topped. This design facilitates
a smoother ride and can
therefore be driven over at
a higher speed than speed
humps. Speed tables are used
when less drastic vehicle
slowing is desired.
Also available with arrow taping or
white striping
* Traffic Logix® interlocking units
can be used for any road width in
increments of 18” .
Traffic Logix (866)915-6449www.trafficlogix.com 4
14’ Table Profile
Appendix I
s peed c ush I ons
Dimensions:3” x 6’ x 7’
Units:MSH03 - 4 units
LSH03 - 2 units
RSH03 - 2 units
Speed cushions are an innovative traffic calming device
installed across the width of the road. Designed as small
speed humps, speed cushions compel residential vehicles to
reduce their speed in order to drive over them. Emergency
response vehicles, however, can straddle the cushions, due
to their wider axle, thereby driving over the cushions without
significantly affecting response time. In addition, speed
cushions are more affordable than speed humps or tables
since they require less material.
Traffic Logix (866)915-6449www.trafficlogix.com5
Appendix I
Traffic Logix (866)915-6449www.trafficlogix.com 6
Traffic Logix® rubber speed cushions address a serious problem which cities often face when contemplating
traffic calming - how to slow residential traffic without impeding emergency response vehicles.
The split speed hump design of the Traffic Logix ®rubber speed cushions is emergency response
friendly, allowing fire engines and ambulances to straddle the cushions so that response times are
not affected.
Speed Cushion shown
with optional arrow
markings indicating
direction of traffic flow.
Taping is available in
white or yellow striping
or arrows.
Appendix I
The Traffic Logix SafePace ® Evolution lSFM variable
message sign is a versatile display sign that allows
you to customize messaging to each driver's
behavior.
The versatile Evolution 15FM variable messaging sign offers the
ability to display custom text, graphics, or speed display all on the
compact, lightweight sign face. The flexible sign offers the ability
to to display either driver speed in full 15" digits with speed
activated digit color changes or your choice of driver responsive
text or graphics on the full matrix speed display sign.
EV 15FM Specifications
Digit Size 15"
Height 33.1"
Weight 28Ibs
24/7, 365 Scheduling ✓
Data Collection ✓
Solar Compatibility ✓
Battery Operated ✓
Custom Messaging ✓
Cloud Compatibility ✓
Trailer Compatibility ✓
Dolly Compatibility ✓
Hitch Compatibility ✓
Warranty 2 Years
Features
Compact design offers all the features and visibility you'd
expect from a full size variable message sign.
Allows for animated text or graphics such as moving arrows
or a scrolling message.
Includes integrated flashing speed violator strobe to alert
speeding drivers.
Dual Color Display: LED digit color can be programmed to
change based on driver speed
Ultra low power consumption including the most power
efficient radar technology available and optional solar power.
Stealth Mode allows the sign to collect baseline traffic data
while speed display appears blank to motorists.
Universal Mounting: Optional mounting brackets let you use
one sign at multiple locations with the turn of a key.
1-800-236-0112
www.tapconet.comDistributed by
Appendix J
30" (w)
text
411 (h)
digits
15" (h)
33.1" (h)
._. ....
digits 811 (w) �' (d)
Feature Specifications
Digits
Unit with "YOUR
SPEED" sign mounted
Dimensions
First digit: lS"(h) x 1.S"(w)
Other digits: lS"{h) x 8"(w)
Full size sign: 33.l"(h) x 30"(w) x
5.625"{d)
Sign Weight {includes ''YOUR SPEED" sign {2 lbs) mounted)
AC Powered 28 lbs
Battery Powered Model 28 lbs (not including batteries)
Solar powered model
Operating
Temperatures F (C):
Full Matrix Sign with
3-Digit Speed Display
Faceplate
Communications
Programming
28 lbs (does not include batteries, solar
panel or bracket)
General Specifications
-40° {-40 °) to 185° (85°)
Miles per hour (mph) 3-99.
Kilometers per hour (km/h) 5-160.
High-Intensity prismatic reflective
sheeting on "YOUR SPEED" signs with
black colored text.
MUTCD approved colors and format
Bluetooth, GSM/GPRS
SafePace® Pro management software
SafePace® Cloud remote management
24/7 365 day unlimited programming and
scheduling
Feature Specifications
Power Options (Electrical Specifications)
AC power input
DC power input
DC power options
Solar panel option
Internal Radar:
Model
Radar RF out
Radar f-center
Pickup distance
Beam angle
Beam polarization
LEDs
Digits (Amber)
Digits (Red)
Speed Violator Strobes
Ambient light sensor
Construction
Weatherproof Rating
Sign
Batteries
1QQ~240 VAC
12 V DC
12V, 18Ah Lead acid batteries.
SOW solar panel
Radar
Doppler (FCC approved)
DF 300
5 mW maximum
24.125 GHz+/-25 MHz
Up to 1,200 feet
24 ° (vertical) x 12° (horizontal)
Linear
Display
1590
768 LEDs: Color: Yellow {590 nm)
Viewing angle at 50% IV: 30°
Partial Flux (Brightness): 9000-24000
Ev,[lux]/LED
768 LEDs: Color: Red (633 nm)
Viewing angle at 50% IV: 30°
Partial Flux (Brightness): 7100-18000
Ev,[lux]/LED
54 LEDs: Color: White (2700 k - 6500 k)
Viewing angle at 50% IV: 150°
Luminous Flux: typically 331m @ 4000 K
Luminous Efficacy: typically 176 lm/W
@4000 K
1 sensor and automatic brightness
adjustment
Enclosure
Vandal resistant, lightweight polymer.
Matte black front for reduced glare and
maximum contrast. Light gray body to
minimize heat absorption
Weatherproof, NEMA 3, IPSS level
compliant. Non-sealed and ventilated
2 years
1 year
1-800-236-0112
www.tapconet.comDistributed by
Appendix J
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ƵƌƌĞŶƚdĞŵƉĞƌĂƚƵƌĞŽ ŝĞŶƚ;/ƐĐͿ Ϭ͘Ϭϯϯйͬ
WŽǁĞƌdĞŵƉĞƌĂƚƵƌĞŽĞ ĐŝĞŶƚ;WŵĂdžͿ ͲϬ͘ϰϮйͬ
&ƌŽŶƚ 'ůĂƐƐ;ŵĂƚĞƌŝĂůͬƚŚŝĐŬŶĞƐƐͿ ,ŝŐŚƚƌĂŶƐŵŝƐƐŝŽŶůŽǁͲŝƌŽŶƚĞŵƉĞƌĞĚŐůĂƐƐͬϯ͘Ϯŵŵ
DĞĐŚĂŶŝĐĂů>ŽĂĚϱϬƉƐĨ͕ϮϰϱŬŐͬƐƋŵ͕ϮϰϬϬWĂ͕Ϭ͘ϯϰƉƐŝ͕ĨƌŽŶƚĂŶĚďĂĐŬ
DŽĚƵůĞŝŵĞŶƐŝŽŶ;>džtdž,Ϳ ϲϮϬdžϲϲϱdžϯϱ ŵŵ
tĞŝŐŚƚ ϰ͘ϴ ŬŐ
^ŽůĂƌĞůů;ƚLJƉĞͬĚŝŵĞŶƐŝŽŶͿWŽůLJͲĐƌLJƐƚĂůůŝŶĞƐŽůĂƌĐĞůůƐͬϭϱϲdžϭϱϲŵŵ
:ƵŶĐ ŽŶŽdž;ƉƌŽƚĞĐ ŽŶĚĞŐƌĞĞͿ/W ϲϱ
ĂĐŬƐŚĞĞƚ;ŵĂƚĞƌŝĂůͿ &ůƵŽƌŽƉŽůLJŵĞƌ ĐŽĂ ŶŐͬW dͬƉŽůLJŽůĞ Ŷ
&ƌĂŵĞ;ŵĂƚĞƌŝĂůͬĐŽůŽƵƌͿ ĞĚĂůƵŵŝŶƵŵͬ^ŝůǀĞƌ
s
ŵƉ
ŽĐ
ƐĐ
WŽǁĞƌtĂƌƌĂŶƚLJ
;Ϳ Ϯ͘ϴϲ
;sͿ ϮϮ͘Ϭ
;Ϳ ϯ͘ϭϳ
WŵĂdž;tͿ ϱϬ
;sͿ ϭϳ͘ϱ
&86
ϮϲϰϳϴϮ
ϱϬtͲW
Appendix J