The preparation, materials, printing and distribution of the notifications shall be included in the contract price bid for “Public Notification of Work” and the Contractor will not be entitled to any additional compensation for work outlined in this section. 302-5 ASPHALT CONCRETE PAVEMENT.
Add the following section:
302-5.15 Manholes and Valve Boxes (and other structures).
The Contractor must locate, survey, and record locations of all appurtenances in the roadway including, but not limited to, manholes, access holes, valve boxes, blow -offs, air releases, sewer cleanouts, and survey monument boxes (please refer to Section 2-9 for specific requirements to survey monuments). Contractor to verify. Prior to grinding or paving adjacent to any structure, Contractor shall install plywood shelves or umbrella devices in order to prevent debris from falling into structures. Prior to p lacing the overlay, the Contractor shall install rubber nipples/risers on top of all appurtenances in the roadway and pave over the rubber nipples/risers. Each manhole cover shall be treated or covered to prevent adhesion of the overlay. Each City-owned manhole and cleanout shall be located and raised to grade within 72 hours after the overlay is placed and shall be thoroughly cleaned of any construction debris which may have entered due to the Contractor’s operation. Each valve box shall be replaced per City Standard Drawings, Volume 3, Chapter 4 (refer to Current City Standards Plans https://www.carlsbadca.gov/home/showpublisheddocument/334/637980518271200000).
The contractor shall be responsible for matching the finish grades of the new pavement to match the existing manholes, as to create a smooth finish surface, and not have any abrupt changes in or around the manholes.
In the event of any damage to existing manholes during construction activities, the contractor shall replace them at the contractor’s expense, and no extra payment shall be made to the contractor. All City of Carlsbad sanitary sewer access covers shall be adjusted per City Standard Drawing No. S1. All storm sewer access covers shall be adjusted per SDRSD D-10.
For all non-City owned appurtenances, manholes, valve boxes, or other structures in the roadway or in conflict with the proposed improvements, the contractor shall coordinate with the proper agency contact.
If any SDG&E gas valve cans need to be adjusted, the Contractor shall contact Andrew Newcomb with SDG&E a minimum of 6 to 8 weeks prior to anticipated work around the gas valve cans in conflict with the proposed work. Andrew Newcomb can be reached at 760 -814-4903 or [email protected].
For all non-City owned appurtenances, manholes, valve boxes, or other structures in the roadway or within the project limits, if the contractor and the owner of the non -City owned utilities mutually agree to contract with one another to adjust or replace t he appurtenances, the contractor shall extend them the same bid prices as offered in this contract, with up to 10% markup only.
00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: August 14, 2026 Document Version: 1.0 Current Update: May 2023
Survey monument boxes shall be replaced and adjusted to grade per SDRSD M-10.
Riser rings or extensions shall not be used for the adjustment of City -owned appurtenances.
Replacing and adjusting to grade all City -owned appurtenances in the roadway shall be paid for at the contract unit price per each as shown in the Bid. Such price s hall constitute full compensation for all labor, materials, and equipment necessary for completing the work as described in these specifications, including traffic control and prevention from debris falling into structures. Other Agencies may adjust their own appurtenances, or other Agencies may contract with a third party to raise their appurtenances.
302-8 SEALCOAT FOR MISCELLANEOUS AREAS.
302-8.2.1 General.
DELETE the second paragraph and REPLACE with the following:
1. Sealcoat material shall be diluted using clean, potable water in an amount not to exceed 20 percent of the total volume.
302-8.2.2. Spreading.
DELETE the first paragraph and REPLACE with the following:
1. Sealcoat shall be applied when the atmospheric temperature is greater than 55°F (13°C) and if rain is not forecast for the period of 24 hours after application; or as specified by the Engineer.
ADD the following section:
302-17 ASPHALT PAVEMENT REPAIRS AND REMEDIATION
302-17.1 General.
Damage to existing traffic loops caused by pavement repairs or cold milling will require immediate replacement of the traffic loops unless video detection has been set up and the loops are unnecessary. The Contractor shall contact Jim Milton (City of Carlsbad Traffic Systems Operations Specialist) at [email protected] or 442 -339-2736, at least 72 hours in advance of work that could damage loops. To determine appropriate plan. If pavement fabric or geo-textile is encountered during any pavement repairs or cold milling, the Contractor shall remove and dispose of it on a Time and Material basis . The cost of the work described in this section shall be included in the bid price for the repair itself or cold milling (grinding). 302-17.2 AC Cold Milling and Disposal of Grindings.
Cold Milling or grinding shall be in accordance with the provisions of Section 404 of the Greenbook, latest edition. The Contractor shall cold mill or diamond grind the existing AC to the width and depth as shown on the plans and described in the Standard Specifications and these Special Provisions. In the field, the Engineer may change the width and depth of the cold milling at his discretion. The Contractor shall contact Jim Milton, as described above, a minimum of 72 hours before their planned cold milling operation if they suspect the cold milling operation will damage any traffic loops. Contractor shall construct temporary AC ramps at the cold-milled edges parallel and perpendicular to the direction of travel. Payment for construction, removal, and
00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: August 14, 2026 Document Version: 1.0 Current Update: May 2023
disposal of temporary asphalt concrete ramps shall be included in the bid item for cold milling.
As shown on the plans, some cold milling may require tapering of milled thickness.
If and when the Contractor encounters pavement fabric or petromat during cold milling, the Contractor shall remove and dispose of the pavement fabric or petromat. The cost of removing and disposing pavement fabric or petromat will be paid for on a Time and Material basis.
302-17.3 Two (2) Inch Depth AC Cold Mill and Replace.
The area set forth in the bid items is for estimating purposes only and the final quantities will be as measured in the field by the City Inspector. The Inspector will designate and mark the final limits of the remove and replace areas in the field by outlining the area to be patched with paint.
The Contractor shall remove the asphalt concrete in the designated area to the depth required per the requirements of Section 404 of the SSPWC. The Contractor shall sweep the street, keep dust to a minimum, and remo ve and dispose of the AC at the Contractor’s expense. A tack coat of SS-1h emulsified asphalt shall be applied uniformly to all asphalt -to-asphalt contact surfaces at a rate of 0.25 L/m2 to 0.45 L/m2 (0.05 to 0.10 gallons per square yard) in accordance wit h subsection 302-5.4, SSPWC. The Contractor shall fill the area with asphalt concrete and compact so that the finished surface of the new AC is flush with the surrounding pavement. The Contractor is required to use a self -propelled paving machine for areas 6 feet wide and wider. The asphalt concrete so constructed shall have a finish surface and density conforming to subsection 302
5.6.2 SSPWC.
302-17.4 Crack Sealing.
All joints and cracks equal or >1/4” wide shall be cleaned to a minimum depth of 1” (25 mm) with high pressure air jet and/or routed as directed by the City inspector as specified in Section 203 -
10. No sealant material shall be placed until the joints and cracks have been cleaned of all loose dirt, old material, and are sufficiently dry. Both side walls of the cracks and joints must be free of dust and debris to assure optimum sealant adhesion. The joints and cracks shall be inspected and approved by the In spector prior to placing the crack sealant material. Final joint and crack cleaning will be the same day of the sealing operation except as otherwise approved by the Inspector.
The Contractor shall dispose of debris from crack cleaning outside the public way . The hot-melt rubberized asphalt shall be melted in a jacketed, double boiler type melting unit. Temperature of the heat transfer medium shall not exceed manufacturer’s recommendations. Application of the hot-melt sealant shall be made with a pressure feed applicator or pour pot. Sealant shall be applied when the pavement surface temperature is greater than 50°F. Containers of hot -melt rubberized sealant shall be delivered to the jobsite in unopened containers that are clearly marked with data showing the m anufacturer’s name, the product designation and the manufacturer’s batch number and lot numbers. The level of the sealant shall be flush with the surface of the existing pavement. All excess sealant shall be removed from the crack with a minimum overlap onto adjacent pavement. Crack sealant shall be allowed to cure for 7 days prior to street resurfacing.
302-17.5 Measurement and Payment.
00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: August 14, 2026 Document Version: 1.0 Current Update: May 2023
Quantities of pavement repairs as set forth in the bid items are for estimating purposes only.
Final quantities will be as designated and measured in the field. The Engineer will designate and mark the limits of the repairs. Full compensation for conformin g to the requirements of constructing pavement repairs shall include but not be limited to: furnishing all labor, tools, equipment, and materials necessary for doing the work as outlined in the appropriate section, including saw cutting and removing and di sposing of existing asphalt concrete, aggregate base/subbase and basement soil as designated by the engineer, placement of asphalt concrete, compaction of subbase and asphalt concrete, placement of SS 1h asphalt emulsion and all other work incidental to the pavement repairs shall be considered as included in the contract unit price bid and no additional compensation will be allowed therefor.
Full compensation for conforming to the requirements of crack sealing shall include but not be limited to furnishing all labor, materials, tools, equipment, and incidentals necessary to do the work. Crack cleaning, roadway clean up, application of sealant, removal of excess sealant and all other work incidental to crack sealing shall be considered as include d in the contract unit price bid and no additional compensation will be allowed, therefore.
ADD SECTION 312 - SIGNING
ADD 312-1 PERMANENT SIGNING
ADD 312-1.1 General.
The Contractor shall provide and install all permanent traffic control signs at locations shown on the plans and as specified herein.
ADD 313-2 TEMPORARY TRAFFIC SIGNING.
ADD 313-2.1 General.
The Contractor shall provide and install all temporary traffic control signs, markers, markings, and delineators at locations shown on plans and specified herein.
ADD 313-2.2 Maintenance of Temporary Traffic Signs.
If temporary traffic signs are displaced or overturned, from any cause, during the progress of the work, the Contractor shall immediately replace the signs in their original approved locations. The Contractor shall maintain all temporary traffic signs used in the Work in a clean, reflective and readable condition. The Contractor shall replace or restore graffiti marked temporary traffic signs and posts used in the Work within 18 hours of such marking being discovered during non - working hours or, when the marking is discovered during working hours, within 2 hours of such discovery of marking.
SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT
MARKERS
314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-2.1 General.
DELETE in its entirety and REPLACE with the following:
00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: August 14, 2026 Document Version: 1.0 Current Update: May 2023
1. The Contractor shall remove by wet grinding all existing or temporary traffic markings and lines that may confuse the public. When temporary detour striping or markings are no longer required, they shall be removed prior to painting the new traffic stripes or markings.
2. The Contractor shall remove all existing markings and striping, either permanent or temporary, which are to be abandoned, obliterated or that conflict with the Plans by wet grinding methods. Removal of striping by high velocity water jet may be permitted w hen there is neither potential of the water and detritus from the high velocity water jetting to damage vehicles or private property nor to flow from the street into any storm drain or water course and when approved by the Engineer.
3. The Contractor shall vacuum all water and detritus resulting from high velocity water jet striping removal from the pavement immediately after the water jetting and shall not allow such materials to flow in the gutter, enter the storm drain system or to le ave the pavement surface. Surface variation limitations for high velocity water jet striping removal shall be the same as for grinding.
4. The Contractor shall not use dry or wet sandblasting in any areas. Alternate methods of paint removal require prior approval of the Engineer. Obliteration of traffic striping with black paint, light emulsion oil or any other masking method other than a min imum 30mm (0.10’) thick asphalt concrete overlay is not permitted.
314-2.2 and 314-2.3
DELETE both in entirety and REPLACE with the following:
314-2.2 Measurement and Payment.
Payment for removal of existing striping and pavement markings shall be made at the Lump Sum price bid for this item.
The lump sum price shall constitute full compensation for all labor, materials, tools, equipment, traffic control, layout and alignment work, incidentals, and all other work necessary to remove existing conflicting striping and pavement markings, including the removal of cat tracks, dribble marks, and other temporary layout markings.
The lump sum price shall also include full compensation for maintaining and reapplying temporary striping and pavement markings as required during construction. Any temporary striping or markings requiring repainting shall be replaced at the Contractor's e xpense. No additional compensation will be allowed for temporary striping maintenance, repainting, or any work associated with striping and marking removal.
314-3 REMOVAL OF PAVEMENT MARKERS.
314-3.2 and 314-3.3
DELETE both in entirety and REPLACE with the following:
314-3.2 Measurement and Payment
1. Removal of pavement markers as shown on the Plans and required by the Specifications shall be included in the lump-sum price Bid for “Temporary Traffic Control” and “Striping Removal” for temporary and final traffic striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the
00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: August 14, 2026 Document Version: 1.0 Current Update: May 2023
Contractor's expense, and no additional compensation will be allowed for the repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping. 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-4.3.6 and 314-4.3.7
DELETE both in entirety and REPLACE with the following:
314-4.3.6 Measurement and Payment
1. Final and temporary traffic striping, curb markings and pavement markings as shown on the Plans and required by the Specifications shall be included in the lump -sum price Bid for “Temporary Traffic Control” and “Striping and Markings” for temporary and final traffic striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed for the repainting . The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping.
314-4.4.5 and 314-4.4.6
DELETE both in entirety and REPLACE with the following:
314-4.4.5 Measurement and Payment
1. Thermoplastic traffic striping and pavement markings as shown on the Plans and required by the Specifications shall be included in the lump-sum price Bid for “Temporary Traffic Control” and “Striping and Markings” for temporary and final traffic striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed for the repainting . The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping.
314-5 PAVEMENT MARKERS.
314-5.6 and 314-5.7
DELETE both in entirety and REPLACE with the following:
314-5.6 Measurement and Payment
1. Pavement markers as shown on the Plans and required by the Specifications shall be included in the lump -sum price Bid for “Temporary Traffic Control” and “Striping and Markings” for temporary and final traffic striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed for the repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping.
00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: August 14, 2026 Document Version: 1.0 Current Update: May 2023
PART 4 EXISTING IMPROVEMENTS
SECTION 400 – PROTECTION AND RESTORATION
400-2 PERMANENT SURVEY MARKERS.
ADD the following:
1. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California (“Surveyor”) to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by the Surveyor no later than 30 Calendar Days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by Business and Professions Code Sections 8772 and 8773 et seq..
2. When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 Calendar D ays of paving unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer.
SECTION 401 – REMOVAL
401-2 ASPHALT CONCRETE PAVEMENT.
DELETE in its entirety and REPLACE with the following:
1. Asphalt concrete pavement shall be removed to clean, straight lines. Removal performed by cold milling shall conform to SECTION 404. Adjacent AC/AB sawcut and removal associated with concrete construction shall be full depth and a minimum width of 12 inches from face of concrete edge and continue along the concrete scheduled for removal. Removal and disposal of adjoining AC/AB sect ion shall be incidental to the removal of concrete structure Bid item per this Section. Replacement of adjoining AC/AB section shall be incidental to replacement of the concrete
SECTION 403 - MANHOLE ADJUSTMENT AND RECONSTRUCTION
403-1 GENERAL.
DELETE in its entirety and REPLACE with the following:
1. Wet utility (water, recycled water, sewer and storm drain) manhole and vault frames and covers and valve box frames and covers within an area to be paved or graded shall be set to finish grade by the Contractor.
2. The Contractor shall remove all debris from the interior of manholes and vaults and shall clean all foreign material from the top of the frames and covers. 403-3 MANHOLES IN ASPHALT CONCRETE PAVEMENT.
DELETE in its entirety and REPLACE with the following:
1. Wet utility structures extending 2 inches (50 mm) or more above the new subgrade shall be lowered by the Contractor to the new subgrade before construction of the pavement section.
00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: August 14, 2026 Document Version: 1.0 Current Update: May 2023
Other structures shall be lowered by their owners unless otherwise specified or shown on the Plans. Structures projecting less than 2 inches (50 mm) above the subgrade may be surveyed and covered for construction of the pavement section and later adjusted to grade. The top of reset manholes and other structures shall conform to the smoothness requirement specified in 302-5.6.2.
2. All structures from which manhole frames and covers have been removed to facilitate pavement section construction shall be temporarily covered with a steel plate by the Contractor. When this procedure is impractical, such as for large vaults, or special structures, remodeling or reconstruction shall be completed to finish permanent surface prior to paving operations.
3. The Contractor shall notify utility owners at least 21 Calendar Days in advance of the need to commence Work required prior to paving operations and again for Work required after paving operations. If the Engineer determines the utility owner will not complete adjustment of its facilities within 10 Working Days of the completion of the surface course of pavement, the facilities will be adjusted by their owner under a separate procedure established by the Agency.
4. After the pavement has been completed, the necessary portions of the subgrade, base, and pavement shall be neatly removed, the structure built up, and the manhole or vault frame or valve box set to within 1 -1/2 inches (37.5 mm) of finish pavement surface w ith concrete pavement conforming to 201-1 and 302-6. The Contractor shall fill the remaining 1-1/2 inches (37.5 mm) with the asphalt concrete surface course mixture. This material shall be placed and compacted to conform to the appearance, grade, density and smoothness of the surrounding pavement.
403-4 MEASUREMENT.
DELETE in its entirety and REPLACE with the following:
1. Manhole, vault or valve box adjustment and reconstruction of the type specified will be measured by each.
403-5 PAYMENT.
DELETE in its entirety and REPLACE with the following:
1. Raising and adjusting to grade all City -owned or CMWD -owned appurtenances in the roadway shall be paid for at the Contract Unit Price per each as shown in the Bid. Such price shall constitute full compensation for all labor, materials, and equipment necess ary for completing the Work as described in these Specifications and Plans. Other agencies will be responsible for their own appurtenances.
2. Payment for adjusting valve boxes to grade will be made at the Contract Unit Price for adjusting each valve box regardless of the height of the adjustment.
00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: August 14, 2026 Document Version: 1.0 Current Update: May 2023
SECTION 404 – COLD MILLING
404-12 PAYMENT.
ADD the following:
Payment will be made for milling or disposing of existing geotextile, geogrid, or pavement fabric on a time and material basis.
00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: August 14, 2026 Document Version: 1.0 Current Update: May 2023
SECTION 2
01 11 00 SUMMARY OF WORK
PART 1 GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS
a. The Contractor shall perform Work and furnish materials, labor, tools, equipment or services that may be reasonably inferred as being required to produce the intended result, whether specifically called for in the Contract Documents, at no additional cost to the Agency.
b. Visible, existing improvements for which no specific disposition is made on the Plans, but which interfere with the Work, shall be removed, and disposed of by the Contractor with the prior approval of the Engineer.
c. The completed Work will provide the Agency with complete street improvements matching adjacent, multi -modal roadway segments , as more fully described in the Drawings and the technical specifications. Provide all labor, material and equipment for the following: List the main elements in the Project, e.g.
1. Demolition of existing roadway damage by grinding;
2. Roadway repairs and surface improvements;
3. New striping;
4. Utility cover adjustments;
5. Other improvements indicated on the Plans;
d. Locations of work are within the City of Carlsbad.
e. Work also includes: maintaining the safe passage of pedestrians past the Work area throughout the construction period; traffic control; ongoing public notices as described herein; and obtaining permits needed to perform the indicated Work.
APPENDIX A
STAGING AREAS
2026 Street Resurfacing Project – City Proposed Staging Areas Date: 06-09-2026
TYPE of Property Location Map
ROW-nonadjacent
Haymar Drive
(southwest of El Salto Falls
St)
ROW-nonadjacent
College Boulevard
north of El Camino Real,
near Sunny Creek Road
2026 Street Resurfacing Project – City Proposed Staging Areas Date: 06-09-2026
TYPE of Property Location Map
ROW-nonadjacent
Arenal Rd
west of El Camino Real
APPENDIX B
DOOR HANGER AND NOTIFICATION
POST CARD TEMPLATE
Work in the area is planned for
You will not be able to drive on the road once
the work starts.
If you don’t plan to leave your home by 7 a.m. on
the dates listed above, please park your car on a
street that will not be resurfaced.
Signs will be in place in the areas that will be
closed to traffic and parking.
Deliveries may be delayed if the carrier cannot
reach the mailbox during the work.
Please do not travel or walk on the newly
resurfaced street.
Please refrain for at least eight hours from
activities that could cause water to run over the
new surface.
Thank you for your patience during construction.
CarlsbadWorks
Street resurfacing
Your street will be resurfaced from
as part of the City of Carlsbad’s ongoing roadway
maintenance. This will require closing your street.
Here is what you can expect:
City of Carlsbad
[email protected]
442-339-2780
NOTICE
ROADWORK
www.carlsbadca.gov/construction www.carlsbadca.gov/construction Thank you for your patience during construction.
CarlsbadWorks
Street resurfacing
Your street will be resurfaced from
as part of the City of Carlsbad’s ongoing roadway
maintenance. This will require closing your street.
Here is what you can expect:
Work in the area is planned for
You will not be able to drive on the road once
the work starts.
If you don’t plan to leave your home by 7 a.m.
on the dates listed above, please park your car
on a street that will not be resurfaced.
Signs will be in place in the areas that will be
closed to traffic and parking.
Deliveries may be delayed if the carrier cannot
reach the mailbox during the work.
Please do not travel or walk on the newly
resurfaced street.
Please refrain for at least eight hours from
activities that could cause water to run over the
new surface.
City of Carlsbad
[email protected]
442-339-2780
NOTICE
ROADWORK
M o n t h X , 2 0 2 6
M o n d a y - F r id a y , 7 a .m . - 5 p .m .*
* E x c e p t f o r c it y h o lid a y s . C o n s t r u c t io n s c h e d u le m a y c h a n g e d u e t o w e a t h e r o r o t h e r u n f o r e s e e n is s u e s . www.carlsbadca.gov
442-339-2780 | [email protected]
Street Resurfacing
www.carlsbadca.gov
442-339-2780 | [email protected]
Stay Updated
D e a r N e i g h b o r ,
Y o u r s t r e e t w i l l b e r e s u r f a c e d s o o n a s p a r t o f t h e C i t y o f C a r l s b a d ’ s o n g o i n g r o a d w a y m a i n t e n a n c e . T h i s w i l l r e q u i r e c l o s i n g y o u r s t r e e t o n t h e d a t e ( s ) l i s t e d b e l o w . M a i n t a i n i n g t h e r o a d s u r f a c e w i l l e x t e n d i t s u s e f u l l i f e , s a v e m o n e y a n d i m p r o v e d r i v e r s a f e t y .
H e r e i s w h a t y o u c a n e x p e c t :
W o r k o n S T R E E T R O A D b e t w e e n R O A D S T R E E T a n d S T R E E T D R I V E i s p l a n n e d f r o m X a . m . t o Y p . m . D A T E X , 2 0 2 6 .
Y o u w i l l n o t b e a b l e t o d r i v e o n t h e r o a d o n c e t h e w o r k s t a r t s .
I f y o u d o n ’ t p l a n t o l e a v e y o u r h o m e b y 7 a . m . o n t h e d a t e s l i s t e d a b o v e , p l e a s e p a r k y o u r c a r o n a s t r e e t t h a t w i l l n o t b e r e s u r f a c e d .
S i g n s w i l l b e i n p l a c e i n t h e a r e a s t h a t w i l l b e c l o s e d t o t r a f f i c a n d p a r k i n g .
D e l i v e r i e s m a y b e d e l a y e d i f t h e c a r r i e r c a n n o t r e a c h t h e m a i l b o x d u r i n g t h e w o r k .
P l e a s e d o n o t t r a v e l o r w a l k o n t h e n e w l y r e s u r f a c e d s t r e e t .
P l e a s e r e f r a i n f o r a t l e a s t e i g h t h o u r s f r o m a c t i v i t i e s t h a t c o u l d c a u s e w a t e r t o r u n o v e r t h e n e w s u r f a c e .
T h a n k y o u f o r y o u r p a t i e n c e d u r i n g c o n s t r u c t i o n . 1200 Carlsbad Village Drive
Carlsbad, CA 92008
ROADWORK NOTICE
S T R E E T S
G e t m o r e i n f o r m a t i o n a t w w w . c a r l s b a d c a . g o v .
APPENDIX C
CARB FLEET COMPLIANCE CERTIFICATION
City Attorney Approved Version 12/14/2023
DISCLOSURE & SUBMITTAL REQUIREMENT
VEHICLE EMISSION DISCLOSURE & COMPLIANCE REQUIREMENT.
This Project is subject to the following regulation(s) by the California Air Resources Board. In bidding this Project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all equipment and vehicle emission requirements under this Contract and applicable law in its Bid.
ADVANCED CLEAN FLEETS.
Vehicles with a Gross Vehicle Weight Rating (GVWR) greater than 8,500 lbs. and light -duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions of air pollutants. For more information, please visit the CARB Advanced Clean Fleets webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean- fleets.
Bidders utilizing subcontractors shall provide a signed certificate of reported compliance for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders, and its subcontractors must be registered as compliant fleet s at the time of bid submittal. In the event that a bidder, or its subcontractors, are exempt from this regulation, the bidder must submit a signed statement attesting to the fact, and to the reason(s) why it is not subject to the High Priority and Federal Fleets Regulation of Title 13, CCR Section 2015 through 2015.6 and the State and Local Government Fleets Regulation of Title 13, CCR Section 2013 through 2013.4.
Failure to certify as a compliant fleet or provide an attestation to an exemption, may render the bid non-responsive.
IN-USE OFF-ROAD DIESEL-FUELED FLEETS.
Any contractor utilizing off highway vehicles or equipment may be subject to compliance with the In-Use Off-Road Diesel-Fueled Fleets Regulation. For more information, please visit the CARB In-Use Off -Road Diesel -Fueled Fleets Regulation webpage at : https://ww2.arb.ca.gov/our- work/programs/use-road-diesel-fueled-fleets-regulation.
Bidders shall submit with its Bid a valid California Air Resources Board certificate of reported compliance. Bidders utilizing subcontractors shall submit the DOORS ID number for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders are responsible for including a certificate of reported compliance for each identified subcon tractor.
Failure to submit valid certificates may render the bid non-responsive.
GENERAL COMPLIANCE WITH LAWS.
Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations.
Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986 and will comply with those requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors and consultants whose services are required by this Agreement.
City Attorney Approved Version 12/14/2023
Contractor is aware of the requirements of the emissions reduction regulations being mandated by the California Air Resources Board (“CARB”) and that it will comply with all applicable regulations before commencing the performance of the work and maintain compliance throughout the duration of this Agreement.
CALIFORNIA AIR RESOURCES BOARD.
The California Air Resources Board (“CARB”) implemented amendments to the In-Use Off-Road Diesel- Fueled Fleets Regulations (“Regulation”) which are effective on January 1, 2024, and apply broadly to all self-propelled off-road diesel vehicles 25 horsepower or greater and other forms of equipment used in California. A copy of the Regulation is available at:
https://ww2.arb.ca.gov/sites/default/files/barcu/regact/2022/off-roaddiesel/appa-1.pdf
Bidders are required to comply with all CARB and Regulation requirements, including, without limitation, all applicable sections of the Regulation, as codified in Title 13 of the California Code of Regulations section 2449 et seq. throughout the term of the Project. Bidders must provide, with their Bid, copies of Bidder’s and all listed subcontractors the most recent, valid Certificate of Reported Compliance (“CRC”) issued by CARB. Failure to provide valid CRCs as required herein may render the Bid non-responsive.
The City of Carlsbad is a Public Works Awarding Body, as that term is defined under Title 13 California Code of Regulations section 2449(c)(46). Accordingly, Bidders must submit, with their Bids, valid Certificates of Reported Compliance (“CRC”) for the Bidder’s fleet, and for the fleets of any listed subcontractors (including any applicable leased equipment or vehicles). Bidders must complete and submit the Fleet Compliance Certification, on the form provided. Failure to provide a CRC for the Bidder, and for all listed subcontractors, or failure to complete the Fleet Compliance Certification, may render the Bid non-responsive.
COMPLIANCE WITH CALIFORNIA AIR RESOURCES BOARD REGULATIONS.
Contractor shall comply, and shall ensure all subcontractors comply, with all applicable requirements of the most current version of the California Air Resources Board (“CARB”) regulations including, without limitation, all applicable terms of Title 13, California Code of Regulations Division 3, Chapter 9 and all pending amendments (“Regulation”).
Throughout the Project, and for three (3) years thereafter, Contractor shall make available for inspection and copying any and all documents or information associated with Contractor’s and subcontractors’ fleet including, without limitation, Certificates o f Reported Compliance (“CRC”), fuel/refueling records, maintenance records, emissions records, and any other information the Contractor is required to produce, keep or maintain pursuant to the Regulation upon two (2) calendar days’ notice from the City of Carlsbad.
Contractor shall be solely liable for any and all costs associated with complying with the Regulation as well as for any and all penalties, fines, damages, or costs associated with any and all violations, or failures to comply with the Regulation. Contractor shall defend, indemnify and hold harmless the City of Carlsbad , its officials (appointed and elected), officers, and employees from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Regulation.
City Attorney Approved Version 12/14/2023
FLEET COMPLIANCE CERTIFICATION.
Bidder hereby acknowledges that they have reviewed the CARB’s policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “Regulation”). Bidder hereby certifies, subject to the penalty of perjury, that the option checked below relating to the Bidder’s fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct:
□ The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto.
□ The Fleet is exempt from the Regulation under Section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto.
□ Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to Section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. , third party correspondence or vendor bids).
□ The Fleet is exempt from the requirements of the Regulation pursuant to Section 2449(i)(4) because this Project has been deemed an “emergency”, as that term is defined in Section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to Section 2449(i)(4).
□ The Fleet does not fall under the Regulation or are otherwise exempt and a detailed reasoning is attached to this certification.
Name of Bidder:
Signature:
Name:
Title:
Date:
APPENDIX D
TIER 2 SWPPP
APPENDIX E
WOODLAND WAY SITE PHOTOS
BRIAN O'DELL
2/9/26
WOODLAND WAY – CRACK BETWEEN GUARDRAIL AND WALL/FEN CE
BRIAN O'DELL
2/9/26
WOODLAND WAY – CRACK BETWEEN GUARDRAIL AND WALL/FEN CE