B. Concrete, form tube, bronze survey marker, frame and cover, and asphalt paving shall be installed as shown on the Drawings.
C. Cast the monuments in place in neat holes using forming tubes.
D. Thoroughly consolidate the concrete and cure it by the water method per Section 90-1.03B (2) Water Method of State Standard Specifications.
E. Locate the monument such that the point being referenced falls within 1/2-inch from the center of the disk when the disk is placed in the center of the monument.
F. Place the survey marker disk before the concrete reaches its initial set. Firmly embed the disk in the concrete.
G. If base and surfacing are not shown around a monument, fill any space around it with earth. Water and tamp the earth into place.
H. Surplus excavated material shall become the property of the Contractor and the Contractor shall be responsible for disposal of excess excavated material.
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I. The Concrete collar shall be circular – 8 inches in diameter around the frame and cover and shall be covered with a minimum of two (2) inches of asphalt concrete paving to level with the adjacent surfacing.
3.2 EXISTING MONUMENT PROTECTION
A. All existing survey monuments and benchmarks shall be protected, unless otherwise shown on the Drawings. Upon discovery of a survey monument not identified and located by the City, immediately:
1. Stop work near the monument
2. Notify the Project Manager
B. Do not resume work near the monument until authorized by the Project Manager.
C. Monuments placed by Surveyors must be preserved, in accordance with State Business & Professions Code section 8771.
D. The Contractor shall exercise caution when working around monuments so as not to disturb them. During milling, grinding, excavation or other operations, the Contractor shall work around survey monuments unless specifically otherwise indicated on the Plans. If a monument is disturbed or damaged during adjusting, milling or other operations, the Contractor shall be responsible for costs associated with the reestablishment of the monument.
E. The existing monument consisting of a concrete core and brass tack, nail or other marking device located inside of a survey monument cover with frame, shall not be disturbed until the City’s Licensed Land Surveyor has established of reference points to preserve the location of the monument, in accordance with State Business & Professions Code section 8771.
F. Contractor shall prepare corner record, submit corner record to the County Surveyors and submit acceptance of monument to the Project Manager.
END OF SECTION
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SECTION 024100 - DEMOLITION
PART 1. GENERAL
1.1 SUMMARY
A. Section Includes:
Demolition & Permits
Removal and Disposal
Recycling & Salvaging
1.2 UNIT PRICE - MEASUREMENT AND PAYMENT
A. Demolition:
1. Basis of Measurement: Not a measured item, unless specified otherwise on the Drawings.
2. Basis of Payment: The cost of any works that relevant to demolition shall be considered as included in the contract prices for the various contract items of work involved, and no additional compensation shall be allowed therefor.
1.3 REFERENCES & RELATED WORK SPECIFIED ELSWHERE
A. Bay Area Air Quality Management District (BAAQMD) – http://www.baaqmd.gov/
1. Regulation 11 (Hazardous Pollutants) and Rule 2 (Asbestos Demolition, Renovation, and Manufacturing).
B. CALGreen Construction Waste Management Requirements
1. http://www.calrecycle.ca.gov/LGCentral/Library/CandDModel/Instruction/CALGreen Tbl.pdf
C. California Occupational Safety and Health (Cal/OSHA)
1. General Requirements
D. Commercial
1. USA Underground Service Alert
E. Division 1
1. General Requirements
1.4 SUBMITTALS
A. Section 013300 - Submittal Procedures: Requirements for submittals.
B. The Contractor shall submit to the City a haul route for approval, prior to commencing any work. Truck traffic movement is limited between the hours of 9am to 3pm, unless approved by the Project Manager.
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C. Before disposing of any demolished material prior to any work
1. Submit a written agreement from the property owner
a. For the use of the property
b. absolving the City from responsibility in connection with the property.
2. Obtain authorization to start
D. Before Contract acceptance, submit a document signed by the owner of the material disposal site stating that the Contractor has complied with the Contractor-Owner agreement.
E. Demolition Schedule: The Contractor shall submit a complete coordination schedule for demolition work including shut-off and continuation of utility services prior to start of the work. The schedule shall indicate proposed methods and operations of facility demolition, and provide a detailed sequence of demolition and removal work to ensure uninterrupted operation of occupied areas.
F. All affected private properties will receive door hanger notices as specified in Section 015050 “Mobilization” prior to any utility shutoffs or frontage demolition and improvements.
1.5 JOB SITE CONDITIONS
A. The Contractor shall visit the site and inspect the existing facilities. The City assumes no responsibility for actual condition of facilities to be demolished.
B. Contractor shall use all means necessary to prevent the spread of dust during performance of the work. Thoroughly moisten all surfaces as required to prevent the generation of dust.
No washing of streets is permitted.
C. All liquid, and slurry generated during pavement sawcutting shall be collected and removed from the site. These liquids shall not be washed into the area storm drainage system.
D. Contractor shall remove hazardous materials as described per the Project Asbestos and Lead Inspection Report.
E. The Contractor prior to the commencement of the demolition or renovation, thoroughly inspect the affected facility or part of the facility where the demolition or renovation operation will occur for the presence of asbestos, including Category I and Category II nonfriable Asbestos Containing Materials (ACM).
F. The Contractor must also provide the Environmental Protection Agency (EPA) with a 10 working day advance notice for any disturbance of Regulated Asbestos-Containing Material (RACM) greater than 160 square feet or 260 lineal feet, and as specified in Code of Federal Regulations (CFR) Title 40, Chapter I, Subchapter C, Part 61, Subpart M, Section 61.145.
PART 2. PRODUCTS
(NOT USED)
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PART 3. EXECUTION
3.1 INSTALLATION
A. Notify anyone to be affected by demolition and construction activities including but not limited to: all schools, residences, businesses, garbage collection, utility companies (PG&E-Gas Distribution, PG&E Gas Transmission, PG&E-Electric, AT&T, Comcast, etc.), the Owner, etc. at least ten (10) working days prior to commencing the work of this section.
B. Site Inspection:
1. Prior to all work of this section, carefully inspect the site and all objects designated to be removed and to be preserved.
2. Locate all existing active utility lines traversing the site and determine the requirements for their removal and/or protection.
C. Clarification:
1. The Drawings do not purport to show all objects existing on the site.
2. Before commencing the work of this section, verify with the Owner all objects to be removed and all objects to be preserved
D. Scheduling:
1. Schedule all work in a careful manner with all necessary consideration for neighbors, operation of the existing facilities, and the public.
2. Avoid interference with the use of, and passage to and from, residences and adjacent facilities.
E. Protection of Utilities: Preserve in operating condition all active utilities traversing the site and designated to remain.
3.2 WATER POLLUTION CONTROL
A. Water sprinkling, temporary enclosures, chutes and other suitable methods shall be used to limit dust and dirt rising and scattering in the air. The Contractor shall comply with all government regulations pertaining to environmental protection.
B. The Contractor shall use equipment that will generate the least amount of dust. The Contractor shall provide dust control at all times including Saturdays, Sundays, and holidays unless directed otherwise by the Project Manager.
C. Whenever the Contractor, in the opinion of the Project Manager, is negligent in controlling dust, the Project Manager may direct attention to the existence of a dust hazard and instruct the Contractor to immediately alleviate the dust hazard. The Contractor shall be responsible for any damage cause by dust generated as a result of the Contractor’s operations.
D. The Contractor shall have a commercial standard street vacuum/sweeper operational and in operation during each working day. The street vacuum/sweeper shall be able to pick up Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-49 Project No. C9416
sand, gravel, dust, and debris, and other things, shall minimize dust generation, and shall also be available during the day and shall sweep as outlined below and as directed by the Project Manager.
E. If the Contractor is performing work that generates dust and debris then during the day (including weekends and holidays) the sweeper shall sweep the project area (full length, width, and all lanes) twice a day sometime between 9:00a.m. and 11:00a.m. and also between 2:00p.m. and 4:00p.m. Hardscape surfaces (including pavers, sidewalks, and areas inaccessible by a mechanical sweeper) shall have dirt, dust, and debris removed by hand sweeping. If the Contractor fails to fulfill the responsibilities of this section, the City will perform or contract with others to perform the work and all costs incurred to the City shall be withheld from future payments to the Contractor.
F. The Contractor shall clean the sidewalk and gutter as many times as needed to make sure the sidewalk and gutter are out of dirt, debris and small rocks at all times. The Contractor shall be prepared to sweep surfaces immediately at the request of the Project Manager, should the Project Manager deem it necessary for public safety and to avoid damage to properties. If streets are not satisfactorily cleaned within 12 hours from verbal or written notice by City personnel, the City will hire an independent sweeping company and deduct the cost for such work from payments due to the Contractor.
G. Water shall not be used in a manner that creates hazardous or objectionable conditions such as ice, flooding, or pollution.
H. The site shall be kept neat and orderly during the demolition to the maximum extent practical.
I. Public right-of-way and private property shall be kept free of debris at all times.
J. Stockpiles of demolished items or materials shall be removed from the site on a daily basis or stored in waste containers which shall be emptied on a weekly basis or as conditions require in order to manage the accumulation of waste.
K. Accumulations of flammable materials shall not be permitted.
3.3 PROTECTION
A. Safe passage of persons around area of demolition shall be provided in accordance with all safety and regulatory requirements. Operations shall be conducted to prevent damage to adjacent buildings, structures, other facilities, people and property. Safe passage provided by Contractor will be ADA complaint.
B. Interior and exterior shoring, bracing, or supports shall be provided to prevent movement, settlement or collapse of structures to be demolished and to adjacent facilities to remain.
C. Existing landscaping materials, structures, and appurtenances which are not to be demolished shall be protected and maintained as necessary.
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D. The Contractor shall repair any landscaping and irrigation system removed or damaged as a result of the Contractor's operation or where proposed improvements are a conflict.
Active irrigation lines necessary for landscaping shall be relocated and made operational within 48 hours of their removal.
E. The Contractor shall protect and maintain conduits, drains, sewers, pipes and wires that are not to be demolished.
F. Use all means necessary to protect existing objects designated to remain or to be preserved must remain operational during installation of the replacement pipeline. In the event of damage, immediately notify the Owner and make all repairs and replacements necessary for approval by the Owner at no additional cost to the Owner.
3.4 SURFACE DEMOLITION
A. All asphalt concrete and all Portland cement concrete curbs, gutters, sidewalks, access ramps and driveways shall be saw-cut at the nearest scoreline or deep joint and removed entirely to the saw-cut limits.
B. Where adjacent pavement or concrete is broken or damaged sufficiently to prohibit a sound replacement the entire damaged section shall be removed to the limits determined by the Project Manager.
C. Asphalt concrete, sidewalk, concrete curb, and gutter materials to be demolished shall be broken up and removed from the site by the Contractor at no additional cost to the City.
D. Where shown on the Drawings, the Contractor shall remove required pavement section including base material. Subsoil removal is also included where required to achieve design subgrade.
3.5 DEMOLITION BELOW THE SURFACE
A. Existing structures, pavement slabs and structural sections to be abandoned shall be demolished to an elevation three feet below finished grade. Their bottoms (if any remain) shall be broken thoroughly to prevent entrapment of water and all voids backfilled with suitable backfill
B. Demolition areas and voids resulting from demolition of structures below the surface shall be completely filled.
C. All fill, compaction, and holes created by demolition work shall be backfilled with imported clean fill. Lay fill down in layers not exceeding 6” thickness and compact per the earthwork specifications. Grade the site to drain to the nearest storm drainage system without any low points.
D. All fill and compaction surfaces shall be graded to meet adjacent contours and to provide flow to surface drainage structures, or as shown on the Drawings.
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E. Pipes to be demolished that require no future connection shall be removed to the extent required, sealed and capped. Pipe sections shall be removed by removing a complete pipe section to an existing joint, or other adequate means which results in a clean joint.
F. The Contractor shall demolish or dismantle and remove all items that are noted for demolition and removal in the Contract Documents and that will interfere with the planned construction, or as otherwise directed by the Project Manager.
G. The Contractor shall demolish or dismantle and remove all abandoned conduits or structures that are encountered during the prosecution of the work and which interfere with the construction of the work upon the approval of the Project Manager.
3.6 REMOVAL OF EXISTING WATER AND SEWER SERVICES
A. GENERAL ABANDONMENT:
1. When salvage materials are shown on the Drawings; salvage and arrange the existing facilities (i.e., meters, manhole covers, manhole frames, etc.) to be dropped off at the City's Corporation Yard by prior arrangement.
2. Properly remove or abandon in place unused existing City utility service lines discovered that were left in place by others.
3. Contact utility companies for removal, abandonment, adjustment or relocation of their facilities.
4. Contractor is responsible for verifying the location of any existing utilities.
5. Abandonment of pipes will include filling pipe with slurry as specified in Section 19-
3.02G – Controlled Low-Strength Material of the State Standard Specification and capping the pipes at the ends.
3.7 DISPOSAL OF DEMOLISHED MATERIALS
A. Demolition and removal of debris shall be conducted to ensure minimum interference with roads, streets, walks and other adjacent occupied or used facilities which shall not be closed or obstructed without permission from the City. Alternate routes shall be provided to circumvent closed or obstructed traffic ways.
B. The Contractor shall comply with all pertinent regulations of Cal/OSHA and local codes and practices.
C. All existing materials that are designated to be salvaged shall be removed, cleaned and hauled to the City Corporation Yard, unloaded and stockpiled unless otherwise directed by the Project Manager.
D. Site debris, rubbish and other materials resulting from demolition operations shall become the property of the Contractor and shall be removed by the Contractor at the Contractor's expense. The proper and legal disposal of demolished materials shall be the responsibility of the Contractor. All disposal sites and recycling facilities shall be approved by the City prior to initiation of the Work.
1. Concrete debris shall be transported to a recycler of such materials.
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2. Hazardous materials shall be handled and disposed of in accordance with all applicable laws, codes, and regulations.
3.8 PATCHING AND REPAIRING
A. The Contractor shall provide patching, replacing, repairing and refinishing of damaged areas or damaged adjacent facilities involved in the demolition.
B. New concrete shall match the existing adjacent surfaces, in kind, or of better quality, to the satisfaction of the Project Manager, at no cost to the City or to the owners of the facilities.
3.9 CLEAN UP
A. During and upon completion of work the Contractor shall promptly remove unused tools and equipment, surplus materials, rubbish, debris and dust and shall leave areas affected by work in a clean, approved condition.
B. The Contractor shall clean adjacent structures and facilities of dust, dirt and debris caused by demolition, as directed by the Project Manager, and return adjacent areas to condition existing prior to start of work.
C. The Contractor shall clean and sweep daily all street and roads affected by its operation.
END OF SECTION
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SECTION 310513 – CLEARING & GRUBBING, EXCAVATION, AND EARTHWORK PART 1. GENERAL
3.1 SUMMARY
A. Section Includes:
1. Clearing and Grubbing
2. Excavation
3. Earthwork
4. Grading and Compaction
5. Subsoil materials – Import Fill and Select Fill
6. Topsoil materials.
7. Mulch
B. Related Sections:
1. Project Geotechnical report; bore hole locations and findings of subsurface materials if applicable.
3.2 REFERENCES
A. American Association of State Highway and Transportation Officials:
1. AASHTO T180 - Standard Specification for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop.
B. ASTM International:
1. ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3).
2. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3).
3. ASTM D2487 - Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System).
C. California Building Code – Appendix J - Grading
D. State Standard Specifications:
1. Section 14 – Environmental Stewardship
2. Section 17 - General
3. Section 19 – Earthwork
3.3 SUBMITTALS
A. Section 013300 - Submittal Procedures: Requirements for submittals.
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B. Samples: Submit results of the soil samples by a certified testing laboratory prior to importing onto the site for approval by the Project Manager.
C. Materials Source: Submit name of imported materials source.
D. Manufacturer's Certificate: Certify Products meet or exceed specified requirements.
3.4 QUALITY ASSURANCE
A. Furnish each subsoil material from single source throughout the Work.
PART 2. PRODUCTS
2.1 SUSTAINABILITY CHARACTERISTICS
A. Materials and Resources Characteristics:
1. Regional Materials: Furnish materials extracted, processed, and manufactured within 250 miles of jobsite.
2.2 SUBSOIL MATERIALS
A. Select Fill Material:
1. Subsoil material is on-site excavated material.
2. Graded
3. Non-hazardous
4. Free of lumps larger than three (3) inches, rocks larger than two (2) inches, organic matter, frozen or other deleterious materials and debris.
5. Selected material encountered in excavation within the right of way shall be used for finishing the top portion of the roadbed, constructing shoulders, structure backfill; as shown on the Drawings; as specified in the Special Provisions, or as directed by the Project Manager.
B. Import Fill Material:
1. Subsoil material imported from sources outside the project site meeting.
2. Graded
3. Non-hazardous
4. Free of lumps larger than three (3) inches, rocks larger than two (2) inches, organic matter, frozen or other deleterious materials and debris.
5. Unless otherwise specified, the Contractor shall obtain from the owners the right to procure material, pay all royalties and other charges involved, and bear all expense of developing the sources, including rights of way for hauling.
6. No import fill material shall be delivered to the site until approved by the Project Manager. Approval of import fill material shall be based on the testing of representative samples submitted by the contractor meeting the appurtenant Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-55 Project No. C9416
Geotechnical Report and approved by the Project Manager. Such representative samples shall be submitted to the Project Manager not less than 15 days prior to commencing the work.
7. Imported fill, delivered to the site, that significantly differs from the submitted samples shall be subject to rejection. Rejected materials shall be removed from the site at the Contractor's expense
8. Approval of a particular import fill material shall constitute approval of only that portion of the proposed borrow source represented by the submitted sample.
9. Except as otherwise permitted, borrow pits and other excavation areas shall be excavated in such manner as will afford adequate drainage. Overburden and other spoil material shall be transported to designated spoil areas or otherwise disposed of as directed, local borrow pits shall be neatly trimmed and left in such shape as will facilitate accurate measurement after the excavation is completed.
2.3 FILL MATERIALS:
A. Fill material shall conform to the following as determined by ASTM C 117 and ASTM C 136:
1. Maximum particle size 3 inches
2. Percent passing 1-inch sieve 90-100 percent
3. Percent passing No. 200 sieve less than 20 percent
B. Imported non-expansive fill shall consist of a well-graded, slightly cohesive soil with relatively impervious characteristics when compacted.
C. Plasticity Index for acceptable import fill materials shall be a maximum of 15 when determined by the procedure set forth in ASTM D 4318.
D. The liquid limit shall not exceed 40 percent as determined by the procedures set forth in ASTM D 4318.
E. Import fill material shall have an R-value of 25 or greater as determined by ASTM D 2844.
2.4 TOPSOIL MATERIALS
A. Topsoil shall be imported top soil.
B. Topsoil excavated within the limits of the project, as approved by the Engineer, will be considered as a material only for the purpose of backfilling areas to be planted.
2.5 OTHER BACKFILL MATERIALS
A. Cement slurry, drain rock and other special earth-rock backfill materials shall be provided as specified in the Special Provisions, or directed and authorized.
2.6 SOURCE QUALITY CONTROL
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A. Testing and Analysis of Subsoil and Topsoil Materials: Perform in accordance with ASTM D698, ASTM D1557, and AASHTO T180.
B. When tests indicate materials do not meet specified requirements, provide alternate materials and retest.
C. Furnish materials of each type from same source throughout the Work.
2.7 MULCH
A. Mulch shall 100% organic float resistant product certified organic by OMRI. Mulch shall be made from organic materials, including tree trimmings, clean (unpainted and untreated) wood, or wood and plant trimmings chipped.
PART 3. EXECUTION
3.1 PREPARATION
A. Call USA not less than two (2) working days before performing Work that can be marked by USA in a timely manner.
B. Request underground utilities to be located and marked within and surrounding construction areas.
C. Identify required lines, levels, contours and datum.
D. Notify utility companies to remove and relocate utilities where shown on the Drawings.
E. Protect utilities indicated to remain from damage.
F. Protect plant life, lawns, and other features remaining as portion of final landscaping.
G. Protect benchmarks or monuments, survey control points, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic.
H. The ground shall be prepared to received select fill by removing vegetation, topsoil and other unsuitable materials, scarifying the ground to provide a bond with the fill material, and compacting the fill at optimum moisture content.
3.2 CLEARING AND GRUBBING
A. Clearing and grubbing shall be per Section 17-2 Clearing and Grubbing of the State Standard Specifications.
B. Clear and grub before performing earthwork in an area.
C. Do not injure standing trees, plants, and improvements shown to be protected.
D. Clear and grub the entire length of the job site to the following widths:
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1. 5 feet outside of excavation and embankment slope lines where slopes are not rounded
2. Outside limits of slopes where slopes are rounded
3. 5 feet outside of structures
4. 2 feet outside of slope lines for ditches and channels with a bottom width of less than 12 feet
5. 5 feet outside of slope lines for ditches and channels with a bottom width of 12 feet or more
E. Clearing and grubbing shall consist of removing all objectionable material from within the limits of the project. The limits of clearing and grubbing shall be of sufficient area and depth to complete the work shown on the Drawings or as described herein in.
F. Clear all construction areas above original ground of the following to a minimum depth of eight (8) inches below subgrade or eight (8) inches below original ground, or as required by the appurtenant geotechnical report, whichever is lower:
1. all vegetation such as trees, logs, upturned stumps, roots of downed trees, brush, grass, and weeds and
2. other objectionable material including concrete, masonry, and debris.
G. No burning of materials is allowed.
H. The site shall be stripped and cleared of all vegetation, debris, and organic-laden top soil as required by the Engineer.
I. Trees within the limits of work including any traffic control work beyond the limits of work and within the area of influence shall be evaluated by the City or; a City approved certified Arborist to assess protection measures. No trees will be removed until they have been tagged, numbered and a written release for the tree has been issued by the City.
J. Tree stumps which are designated to be removed, shall be excavated and removed 30” down to remove the tree trunk, roots, and backfill with fill material and compact as required in this section, unless specified otherwise on the Drawings. For tree removal located at Rockridge site, tree removal permit provided for reference in Appendix B.
K. Grub all construction areas to a depth of at least 0.50 feet, necessary to remove all existing tree stumps, roots, buried logs and other objectionable material, unless noted otherwise on the Plans. In embankment areas where the grading plane is 2 feet or more above original ground, cut off trees, stumps, and roots not more than 1 foot above original ground, except, remove trees, stumps, and roots completely where work includes any of the following:
1. Structure construction
2. Pile construction
3. Subdrainage trench excavation
4. Removal of unsuitable material
5. Cutting into slopes of original hillsides, old or new fill
6. Utility line construction
3.3 EXCAVATION
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A. Work under this section shall consist of performing all operations necessary to excavate earth and rock, regardless of character and subsurface conditions, from the roadway prism or adjacent thereto, to excavate all materials, of whatever nature, necessary for the construction of foundations for structures and other facilities: to excavate drainage and irrigation ditches; to excavate drainage channels; to excavate selected material and import material for use as specified; to construct embankments including the placing of selected fill or import fill material in connection therewith as specified; to place backfill for structures, and other facilities; to backfill trenches and depressions resulting from the removal of obstructions; to backfill holes, pits and other depressions; to remove and replace unsuitable material; to excavate and grade road approaches, driveways, sidewalks, curb ramps, curb and gutters, plazas, parking lots, and connections; to construct protection dikes; to remove unstable material, slide material which has come into the graded area, and material which has slipped from embankments; all as shown on the plans and as specified in these Specifications and the Special Provisions and as directed by the Project Manager; and furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work that may be required to construct and maintain the project facilities, except excavation, trenching and backfilling for pipe, culverts, utility systems, and other subsurface pipes.
B. Excavate subsoil and topsoil from areas designated. Strip topsoil to full depth of topsoil in designated areas.
C. Stockpile excavated material meeting requirements for subsoil fill materials and topsoil materials approved by the Project Manager.
D. If practicable and unless processing of material is required, haul selected material directly from the excavation to its final position in the roadway prism and compact it in place.
E. Excavate to the described or authorized grade. If the Contractor over excavates, backfill with an authorized material and compact it at the Contractor’s own expense.
F. Do not excavate wet subsoil unless directed by the Project Manager.
G. The temporary slope of cut surfaces shall be no steeper than is safe for the intended use, and shall not be more than one-unit vertical in two units horizontal (50-percent slope) unless approved by the Project Manager or appurtenant geotechnical report.
H. Archaeological Resources: Contractor shall conform to Section 14 – Environmental Stewardship of the State Standard Specifications. If archaeological resources are discovered within or near construction limits, do not disturb the resources and immediately:
1. Stop all work within a 60-foot radius of the discovery
2. Secure the area
3. Notify the Project Manager.
I. City will investigate the discovery. Do not move archaeological resources or take them from the job site. Do not resume work within the radius of discovery until authorized.
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J. Environmentally Sensitive Areas (ESA): If an ESA is shown on the Drawings, the boundaries are approximate. Do not enter an ESA unless authorized. If an ESA is breached, immediately:
1. Stop all the work within 60 feet of the ESA boundary
2. Secure the area
3. Notify the Project Manager
If an ESA is damaged, the Project Manager determines the necessary remediation and the party to perform the work. The City deducts the cost for this work from the Contractor bid price.
K. Notify the Project Manager when buried man-made objects are encountered in an excavation as part of the excavation work and wait for direction from Project Manager unless shown on the plans for removal. All surplus material shall be disposed offsite.
L. Remove excess excavated materials, subsoil and topsoil not intended for reuse, from site.
M. Remove excavated materials not meeting requirements for subsoil materials and topsoil materials from site.
N. When hauling is done over highways or City streets, and when directed by the Project Manager the loads shall be trimmed and all material removed from shelf areas of vehicles in order to eliminate spilling of material. If directed by the Project Manager, the loads shall be watered down or covered after trimming to eliminate dust.
O. Excavation shall include the satisfactory removal and disposition of all materials not classified as rock excavation.
P. Earth and rock, regardless of character and subsurface conditions, shall be excavated to the lines and grades as established by the plans.
Q. All existing materials that are designated to be salvaged shall be removed, cleaned and hauled to the City Corporation Yard, unloaded and stockpiled, by the Contractor unless otherwise directed by the Project Manager.
R. Existing pipes to be abandoned shall be filled with slurry, minimum of thirty (30) feet from either ends of the pipe and capped with concrete at the ends.
S. Existing structures, pavement slabs, and structural sections to be abandoned shall be demolished to an elevation three (3) feet below finished grade, unless specified otherwise on the Drawings. The bottom (if any remains) shall be broken thoroughly to prevent entrapment of water and all voids backfilled with suitable backfill.
T. Operations shall be conducted in such a manner that existing street, facilities, utilities, railroad tracks and other non-street facilities which are to remain in place will not be damaged.
U. The Contractor, at his/her expense, shall furnish and install-sheet piling, cribbing, bulkheads, shores or whatever means may be necessary to adequately support material Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-60 Project No. C9416
carrying such facilities, or to support the facilities themselves, and shall maintain such supports until they are no longer needed. Temporary pavements, facilities, utilities and installations shall also be protected until they are no longer required. When temporary supports and other protective means are no longer required, they shall become the property of the Contractor and shall be removed and disposed of from the job site V. Prior to placing import fill material, all areas to receive fill shall be scarified and compacted.
Unless otherwise stated in the appurtenant Geotechnical report, the area shall be scarified to a minimum of eight (8) inches, material shall be moisture conditioned by wetting or drying to optimum moisture content, and compacted.
3.4 ROCK EXCAVATION
A. Rock excavation shall include excavating, grading, and disposing of materials classified as rock and shall include the satisfactory removal and disposition of rock 1/2 cubic yard or more in volume.
B. No blasting is allowed.
3.5 GRADING
A. Grading shall consist of placing fill materials on site to contours and elevations with select fill or import fill materials.
B. Place fill material in continuous layers of maximum lifts of 8 inches (0.67 feet) and compact in accordance with schedule shown in this section, unless otherwise shown on the appurtenant Geotechnical Report.
C. Maintain optimum moisture content of fill materials to attain required compaction density.
D. Construct slopes to the lines and grades shown on the Drawings.
E. Slope grade away from the building minimum 2% slope for a minimum distance of 10 feet, unless noted otherwise.
F. Make grade changes gradual. Blend slopes into level areas.
G. Round the tops of excavation slopes and ends of excavation.
H. Maintain completed slopes. Repair any slopes damaged by erosion.
I. Repair or replace items indicated to remain that are damaged by excavation or filling.
J. Identify any site low points which need positive drainage and make adjustments with approval from Project Manager prior to pouring concrete.
K. Protection of existing slopes using erosion control measures as required in Section 015723 – Storm Water Pollution Prevention Plan.
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3.6 TOLERANCES
A. Section 01 45 16 – Quality Control: Tolerances.
B. Immediately before placing subsequent layers of material, prepare the grading plane such that the grading plane:
1. Does not vary more than 0.05 foot above or below the grade established by the Engineer where Hot Mix Asphalt (HMA) or aggregate base are to be placed.
2. Does not extend above the grade established by the Engineer where concrete base or pavement is to be placed.
3. Beneath structural approach slabs or the thickened portion of sleeper slabs do not extend above the grade established by the Engineer.
4. At any point is within 0.05 foot above the grade established by the Engineer if the material to be placed on the grading plane is paid by the cubic yard.
3.7 COMPACTION
A. Relative compaction specifications apply to material whether in an excavation or an embankment.
B. The moisture content of material to be compacted to at least 95 percent must be such that the specified relative compaction is attained.
C. Compact earthwork to a relative compaction of at least 95 percent for at least a depth of:
1. 0.5 foot below the grading plane for the width between the outer edges of shoulders
2. 2.5 feet below the finished grade for the width of the traveled way including any parking lots or other vehicular areas; to extend plus two (2) feet on each side.
D. All fill material shall be compacted to at least 90 percent of maximum density as determined by ASTM D1557, Modified Proctor, beyond the depth specified above in 3.7.C.
3.8 STOCKPILING
A. Stockpile materials on site will not be permitted unless authorized by Project Manager.
3.9 PROTECTION
A. Prevent displacement or loose soil from falling into excavation; maintain soil stability.
B. Protect bottom of excavations and soil adjacent to and beneath foundation from freezing.
C. Protect structures, utilities, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earth operations.
END OF SECTION
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SECTION 320117 – CRACK SEALING AND SLURRY SEAL
PART 1. GENERAL
A. Work to be performed under this Section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to crack seal existing pavements. The work includes crack sealing all cracks 1/4-inch or wider with a hot applied rubberized crack sealant prior to placing asphalt overlay, as specified in Section 37-5 Crack Treatment of the State Standard Specifications and these Technical Provisions.
B. All such work shall conform to Section 37 “Seal Coats,” Section 92 “Asphalt Binder,” and Section 94 “Asphaltic Emulsions” of the Caltrans Standard Specifications; and the plans and typical sections.
PART 2. MATERIALS
A. The Contractor shall supply all materials necessary for the work including the crack sealant.
B. Certificates of Compliance shall be submitted to the City for the crack sealant twenty (20) days prior to any scheduled Crack Sealing.
2.1 CRACK SEALERS
A. Modified rubberized asphalt crack sealant shall be Type 3 conform to the following requirements:
Test ASTM Requirement
Softening Point D 36 90°C min.
Cone Penetration @ 77°F D 5329 50, min.
Resilience @ 77°F D 5329 30-70 percent
Flexibility D 3111 0°C
Tensile adhesion D 5329 400 percent
min. Specific Gravity D 70 1.25 max
Asphalt Compatibility D 5329 Pass
B. Modified rubberized asphalt crack sealant material shall be furnished premixed in containers with an inside liner of polyethylene. Packaged material shall not exceed 66 pounds in weight.
C. Modified rubberized asphalt crack sealant material shall be capable of being melted and applied to cracks at temperatures below 400°F. When heated, it shall readily penetrate cracks 1/4 inch wide or wider.
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2.2 HERBICIDE
A. Herbicide shall be a non-persistent type, industrial Round Up, or equal and contain a marker dye.
2.1 SLURRY SEAL
A. Slurry Seal to be placed in accordance with section 37, Seal Coats, and more specifically to Section 37-3, “Slurry Seals and Micro-Surfacings,” and Section 37-
3.03“Micro-Surfacings”of the latest Standard Specifications.
B. The aggregate gradation shall be Type II and shall conform to Section 37-3.01B(2) “Aggregate” of the Standard Specifications. The quality characteristics of the aggregate shall conform to Section 37-3.03B(3) “Aggregate” of the Standard Specifications. The micro-surfacing emulsion shall conform to Section 37-
3.03B(2), Micro-surfacing Emulsions, of the Standard Specifications. The polymer content shall be 3% minimum by weight. Mineral filler shall be more than 0% of the dry weight of aggregates.
PART 3 EXECUTION
3.1 CONSTRUCTION
A. The approximate length of crack sealing to be performed for each road is presented in the bid schedule. The City intends for the Contractor to prioritize the cracks for each road so that the widest cracks receive priority. The Contractor shall notify the City of the cracks the Contractor intends to fill. The City will review the Crack Sealing work proposed by the Contractor and either direct the Contractor to proceed or modify the exact amount and exact location of the Crack Sealing to be performed for each road.
B. Cracks greater than 1/4-inch in width shall be routed and cleared of dirt, dust and other deleterious materials and repaired with asphalt crack sealer applied in accordance with the manufacturer's recommendations. Crack routing is not required but may be performed to meet cleanliness requirements.
C. All vegetation in the roadway area shall be sprayed with herbicide, allowed seven (7) days to desiccate and be removed from all roadway surfaces.
D. Sand shall be applied to the crack sealant to prevent tracking by traffic and a light brooming shall be performed to remove loose excessive sand soon after the crack sealant has cured.
3.2 PREPARATION
A. Thermoplastic striping, tape and raised pavement markers shall be removed and Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-64 Project No. C9416
replaced or protected.
B. The Contractor shall verify that all crack sealant delivered and used in the work is the type and grade specified.
3.3 CRACK CLEANING
A. Prior to crack cleaning, the contractor shall inspect the roadway. All cracks within the entire width of the pavement surface, which are 1/8-inch and greater in width and showing signs of raveling or spalling shall be cleaned. All cracks 1/4-inch to 1-inch shall be cleaned. Do not clean cracks greater than 1-inch, and do not seal spalls or cavities greater than 4 inches, unless otherwise directed.
B. Seven days prior to crack cleaning, apply a non-persistent herbicide to the cracks.
Herbicide shall be applied to all cracks regardless of the crack size. Herbicide will be applied to the joint where the lip of gutter meets the asphalt roadway section.
Herbicide and vegetation removal shall be completed on all roadway sections.
C. Thoroughly clean cracks to be crack sealed. Before applying the hot sealant, clean cracks by an approved method or methods to remove dust, dirt, moisture, vegetation, debris, loose sealant and other foreign material. Cracks shall be cleaned to a minimum depth of two times the width of the crack or one inch whichever is greater. Old sealant which protrudes above the asphalt concrete surfacing shall be completely removed. Keep these areas clean and dry until all sealing operations are completed.
D. Use a propane lance unit capable of producing a blast of hot air that operates at 97 psi, cubic feet per second, 900°F and a gas velocity of 2,000 feet per second.
Take care to not burn or overheat pavement with hot air lance. The temperature of the hot-air lance shall be kept below 930°F and the tip 2 to 4 inches from the crack.
3.4 CRACK SEALING
A. Crack sealant shall be applied only after the cracks and adjacent asphalt concrete surfacing have been cleaned and dried. Crack sealant material shall be spread with a nozzle or device approved for use by the Engineer and be placed within the specified temperature range.
B. The sealing operation shall follow directly behind the cleaning operation. In no instance shall the crack sealing operation be separated from the cleaning operation by more than 250 feet.
C. After completing either one-half mile of roadway or one-half day’s work crack sealing, whichever comes first, the roadway shall be inspected by the contractor’s superintendent and the City. Crack sealing that is out of compliance with these specifications shall be marked and corrected, prior to proceeding to other Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-65 Project No. C9416
roadways. Crack sealing which meets the specifications shall become the baseline for acceptance of the remaining work.
D. Follow manufacturer’s recommendations for sealant application temperatures. Hot pour crack sealant shall be heated to the temperature specified by the manufacturer. Overheating will not be permitted. The sealant shall be circulated in the hose when the installation train is idle.
E. Use a mechanical applicator wand capable of continuously feeding the sealant through nozzles capable of placing the crack sealant. A positive sealant flow shutoff mechanism is required.
F. Sealant shall flow evenly with no surging. The vat is to be kept part full at all times.
G. Cracks shall be filled from the bottom up and recessed from the pavement surface.
H. Crack sealant shall be applied so that the crack is flush filled immediately following application. Fill the entire crack reservoir with the sealant from the bottom up to approximately 1/4 inch below the pavement surface. There shall be no overband.
I. Excess crack sealant shall be removed from the pavement surface immediately following application. Removal shall involve the use of a squeegee, starting from the centerline and proceeding to the shoulder. Immediately scrape the filled cracks with a V-shaped or U-shaped squeegee, or similar hand tool, to smooth the overfill.
Squeegee shall be the correct shape and shall not be worn. Squeegee shall be kept clean and free of carbon or filler build up. Squeegee shall be operated at the correct distance from the crack and be centered on the crack.
J. Reapply sealant to any areas that are under filled.
K. Traffic shall be kept off sealed cracks until the crack sealant will not track under the action of traffic.
L. Within two (2) days after application of sealant, sealed cracks that reopen or in which the sealant material sags below the surrounding asphalt concrete surfacing and shoulders shall be resealed.
2.6 Fuel, asphalt and any other spills shall be cleaned up to the satisfaction of the Consultant at the Contractor’s expense.
3.5 SLURRY SEALING
A. Mixing and spreading equipment shall conform to the provisions in Section 37-
3.01C(3), “Mixing and Spreading Equipment,” of the Standard Specifications and these Technical Specification.
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A minimum of two 7-cubic yard capacity or larger micro-surfacing machines shall be on the job and in good operating condition at all times. Machines must be able to negotiate all turns next to the curbs in cul-de-sacs, on initial pass in one continuous pass.
The Contractor shall prepare the pavement surface as described in Section 37-
3.01C(4), “Surface Preparation,” of the Standard Specifications. On those streets scheduled to receive micro-surfacing after the application of the asphalt rubber asphalt chip seal, the chip seal shall be allowed to age and cure under traffic for at least two days before placing the micro-surfacing. A longer period shall be required if, in the opinion of the Engineer, the chip seal is not sufficiently embedded, which could result in damage to the cape seal if prematurely covered by the micro-surfacing.
The Engineer will give notification to the Contractor indicating when the microsurfacing can be applied. Unless adverse weather conditions prevail as determined by the Engineer, the curing period shall not exceed two (2) weeks.
The Contractor shall patch the chip seal where any voids exist prior to application of the micro-surfacing. Any void caused by automobile tires, poor adhesion of chips to emulsion, or any other cause shall be the Contractor’s responsibility to repair prior to application of micro-surfacing.
Placement of micro-surfacing shall conform to Section 37-3.01C(5), “Placement” of the Standard Specifications.
Rolling operations shall be performed in conformance to Section 37-3.01C(5)d, “Finished Surfaces,” of the Standard Specifications. Rolling of the micro-surfacing will be done on all streets, unless otherwise specified by the Engineer. Rollers shall be the pneumatic-tired type and operate and produce results similar to those used for chip seal. Rollers shall be kept in continuous operation on the micro-surfacing with a minimum of two (2) complete coverages. Rolling will continue until a smooth even surface is produced. Rolling may be discontinued by the Engineer at any time if, in his opinion, the street has obtained the proper finish.
Rolling of the streets shall commence after the micro-surfacing has cured and stabilized (approximately 3-4 hours) and no later than 48 hours after the microsurfacing is placed. Rolling may be delayed or accelerated if in the opinion of the Engineer the traffic and public are better served by such delay or acceleration. Any such change in timing will in no way relieve the contractor of the obligation to roll the micro-surfacing when later directed by the Engineer to do so. Additional coverages are expected for cul-de-sac locations.
If the rolling is not achieved within the time constraints stated above, the microsurfacing shall be removed and replaced at the Contractor’s expense. However, if requested in writing by the contractor and approved by the Engineer, the microsurfacing may remain in place and the Contractor shall pay to the City $2.00 per ton of aggregate used in the micro-surfacing left in place.
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Contractor shall sand intersections and areas fronting driveways as directed by Engineer to allow traffic to cross freshly placed micro-surfacing at intersections, business entrances/exits and other locations that cannot in the estimation of the Engineer be completely closed to traffic. Sand material will be the same aggregate used in the micro-surfacing mixture and conform to these Contract Documents.
The contractor shall remove any excess micro-surfacing material from the gutters prior to removing traffic control devices and “no parking” signs. Liquidated damages shall still apply for delays in removing traffic control devices and “no parking” signs due to a delay in clearing material from the gutter pan.
END OF SECTION
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SECTION 320120 – ASPHALT CONCRETE GRINDING
PART 1 GENERAL
1.1 WORK INCLUDED
A. Work covered by this section includes grinding of the existing pavement with various thicknesses. Work shall be in conformance with Section 39-3.04, “Cold Planing Asphalt Concrete,” of the 2023 Caltrans Specifications.
B. Work may include, but is not limited to, wedge grinding, conform grinding, mill and fill, removal of asphalt concrete on top of the gutter pan, and grinding sections of AC at humps causing drainage issues, as shown on the plans and as directed by the Engineer to accommodate actual field conditions.
PART 2 MATERIALS
A. The asphalt concrete grinding machine shall have a cutter head at least 6 feet in width and have automatic controls that accurately establish or maintain existing profile grades at each edge of the cutter by referencing from the existing pavement or an independent grade reference. The planing machine shall be operated in such a way so as not to produce smoke or fumes.
B. The cold planing machine shall be capable of planing the pavement without requiring the use of a heating device to soften the pavement during or prior to the planing operation.
PART 3 EXECUTION
3.1 PREPARATION
A. Pavement to be cold planed or removed may contain pavement fabric.
Pavement borings are not representative of entire street work limits. The assumption that fabric is present or not shall be at the sole risk of the Contractor.
There shall be no adjustment in compensation to the Contractor for cold planning, removing, and disposing asphalt concrete pavement that contains pavement fabric.
B. Cold plane existing asphalt paving to a minimum depth that results in a new HMA pavement section which is minimum thickness as shown on the Drawings.
Contractor shall make a sawcut after cold planing at the conform edges to allow for a minimum 2-inch vertical surface at the conforms.
C. Standard wedge grinding for the various conditions shall be as shown on the plans.
For standard wedge grinding adjacent to the lip of gutter, the cut shall taper from zero inches (0”) to the depth of overlay below the gutter lip. Conform grinding at intersections or at transverse street conform limits shall be a minimum twenty feet (20’) wide unless noted otherwise, tapering from zero inches (0”) to the depth of Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-69 Project No. C9416
overlay. All keys shall be formed to a true vertical surface.
3.2 COLD MILLING AND AREA GRINDING ASPHALT CONCRETE PAVEMENT A. The outside lines of the planed area shall be neat and uniform. The roadway surface to remain in place shall not be damaged in any way. The Contractor shall replace the teeth on the planing machine when necessary in order to provide a final cut with uniform grooves and ridges. The final cut shall result in a uniform surface and meet the approval of the Engineer.
B. Contractor shall place and maintain warning signs and temporary AC “ramps” at all pedestrian and vehicular crossings over the entire length of grinding. HMA for temporary tapers must be of the same quality that is used for the HMA overlay.
C. It is the Contractor’s responsibility to ascertain the location of, and avoid damage to, all manholes, water valves, gas valves, survey monument covers and adjacent concrete improvements. Traffic loop detectors and home runs shall be protected unless called for replacement on the plans or otherwise directed by the Engineer.
Contractor shall notify the Engineer a minimum of one (1) week prior to beginning work near the loops. All improvements damaged by the grinding operation shall be replaced at the Contractor’s expense.
D. The material ground from the roadway surface, including material deposited in existing gutters or on the adjacent travel way, shall be immediately removed from the work site and disposed of in a legal and proper manner. The planer shall pick up the material as it progresses, or a removal crew shall follow within 50 feet of the grinding operations to pick up the material.
E. The Contractor shall be responsible for maintaining the street in a clean condition during the course of the cold planing or grinding operations using a vacuum sweeper.
F. No longitudinal drop-off of more than 0.15 foot will be allowed at any time between any adjacent lanes open to public traffic at the end of the working period. When allowed by the Engineer, the Contractor may cold plane the final longitudinal pass between adjacent travel lanes such that a minimum 30:1 slope is maintained between the cold planed surface and the adjacent existing pavement grade when opened to public traffic. There shall be no adjustment in compensation to the Contractor for making additional passes or to comply with this requirement.
G. If a drop-off between the existing pavement at conform lines and driveways (businesses, schools, offices, commercial, residential, etc.), and the planed areas at transverse joints cannot be avoided before opening to traffic, construct a temporary HMA taper. The HMA temporary taper must be:
1. Placed to the level of existing pavement and tapered on a slope of 30:1 (horizontal: vertical) or flatter to the level of the planed areas.
2. Compacted by any method that will produce a smooth riding surface.
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H. Where when the existing pavement surface adjacent to any frames, covers, grates, manholes, or driveways is removed by cold planing, and the top layer of asphalt concrete is not placed during the same working period, the Contractor shall place temporary tapers around each frame, cover, grate, manhole, or driveways prior to opening the area to any public traffic. Temporary asphalt concrete tapers shall be ramped on a slope of 30:1 or flatter from the level of the planed surface to the top of the facility cover. Material for temporary tapers shall be commercial quality (hot mix) asphalt concrete. A commercial grade roofing paper or other suitable material shall be placed beneath the temporary ramps and tapers. Temporary asphalt concrete tapers shall be completely removed before placing the permanent surfacing.
I. Temporary ramps and tapers shall remain in place no longer than seven (7) calendar days. Material for temporary ramps and tapers shall be commercial quality (hot mix) asphalt concrete and may be spread and compacted by any method that will produce a smooth riding surface. A commercial grade roofing paper or other suitable material shall be placed beneath the temporary ramps and tapers.
J. Temporary asphalt concrete ramps shall be completely removed before placing the permanent surfacing. The removed ramp materials shall be disposed of outside the highway right-of-way in accordance with the provisions of Section 7-
1.04, "Disposal of Material Outside the Highway Right-of-Way" of the State Standard Specifications.
K. The asphalt concrete inlay/overlay operation shall start no later than seven (7) calendar days after the start of planing.
L. All existing pavement shall be trimmed as required to provide a smooth face to abut the new pavement. The ground areas shall be smooth, and have a dry and properly prepared surface prior to the start of paving operations. It shall be free from all loose screening and other loose or foreign material.
M. Contractor shall notify Engineer (in writing) at least 48 hours prior to grinding.
Work shall not proceed until Engineer has approved grinding schedule.
N. The Existing pavement section information from pavement cores at various locations are shown on the plans, however the pavement section may vary between coring locations. If the subgrade material is being removed by the cold plane equipment then the Contractor will adjust the depth of removal to just remove the asphalt concrete pavement. There shall be no adjustment in compensation to the Contractor for adjusting cold planing depth.
O. Existing old pieces of AC along edge of gutter shall be removed as necessary at the direction of the Engineer. Contractor to exercise caution in removing AC to not damage existing gutter and curb.
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3.2 REQUIREMENTS
A. Care shall be taken to avoid damage to adjacent improvements. All damage shall be repaired by Contractor.
B. Contractor shall place and maintain warning signs and temporary AC patch material to serve as “ramps” at all pedestrian and vehicular crossings over grind area.
C. All material removed by grinding shall be cleaned up and legally disposed of outside of the City limits, unless directed otherwise by the Engineer. Recycling of the material is encouraged in compliance with the City recycling ordinance, described in the Special Provisions of these specifications.
D. Existing metal plates at driveways shall be unbolted/uninstalled and rebolted/reinstalled as necessary and as directed by the Engineer to prevent any damage from AC grinding, AC paving, or other construction operations.
END OF SECTION
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SECTION 321123 – AGGREGATE BASE COURSES
PART 1. GENERAL
3.1 SUMMARY
A. Section Includes:
1. Class 2 Aggregate Base course.
B. Related Sections:
1. Section 321216 – Paving Systems
2. Section 321313 - Concrete Improvements.
3.2 UNIT PRICE - MEASUREMENT AND PAYMENT
A. Aggregate Base used under concrete work such as curb and gutter, valley gutter, sidewalk, retaining curbs, etc. shall considered incidental to the item most closely related to and no separate compensation will be allowed therefor.
3.3 REFERENCES
A. American Association of State Highway and Transportation Officials:
1. AASHTO M288 - Standard Specification for Geotextile Specification for Highway Applications.
B. Caltrans Standard Specifications:
1. Section 26 Aggregate Base.
C. CalRecycle
1. http://www.calrecycle.ca.gov/ConDemo/Aggregate/
3.4 SUBMITTALS
A. Section 013300 - Submittal Procedures: Requirements for submittals.
B. Samples: Submit, in air-tight containers, 5 lbs sample of each type of aggregate fill to testing laboratory or as required by the City.
C. Submit aggregate base gradation, R-value requirements, and sand equivalent requirements as specified in this section.
D. Aggregate samples must not be treated with lime, cement, or chemicals before testing for durability index.
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E. Aggregate from untreated reclaimed processed asphalt concrete, Portland cement concrete, lean concrete base or cement-treated base is not considered treated.
F. If the aggregate gradation test results, sand equivalent test results, or both do not comply with the Contract compliance requirements, remove the aggregate base or request a payment deduction. If the payment deduction request is authorized, $2.00/cu yd is deducted.
G. Materials Source: Submit name of aggregate materials suppliers.
H. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
I. Supplier shall submit certification data that aggregate base meets the requirements per Caltrans Testing Methods.
3.5 SUSTAINABLE DESIGN SUBMITTALS
A. Manufacturer's Certificate: Certify products meet or exceed specified sustainable design requirements.
1. Materials Resources Certificates:
a. Certify source and origin for salvaged and reused products. b. Certify recycled material content for recycled content products. c. Certify source for regional materials and distance from jobsite.
3.6 QUALITY ASSURANCE
A. Furnish each aggregate material from single source throughout the Work.
B. Perform Work according to City Standards.
PART 2. PRODUCTS
2.1 SUSTAINABILITY CHARACTERISTICS
A. Materials and Resources Characteristics:
1. Recycled Content Materials: Furnish materials with maximum available recycled content.
2. Regional Materials: Furnish materials extracted, processed, and manufactured within 250 miles of jobsite.
2.2 AGGREGATE MATERIALS
A. Aggregate must be clean and consist of any combination of the following:
1. Broken Stone
2. Crushed Gravel
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3. Natural rough-surfaced gravel
4. Sand
5. Processed reclaimed asphalt concrete, Portland cement concrete, lean concrete base, or cement-treated base.
B. Quality: Aggregate base furnished for the base material shall be free from vegetable matter and other deleterious substances, and shall be of such nature that it can be compacted readily under watering and rolling to form a firm stable base.
C. Maximum aggregate size shall be 3/4-inch maximum aggregate gradation unless specified otherwise.
D. Class 2 Aggregate Base: ASTM D2940; graded type. Conform to Section 26 of the Caltrans Standard Specifications.
PART 3. EXECUTION
3.1 EXAMINATION
A. Verify compacted subgrade is moisture conditioned and ready to support paving and imposed loads.
1. Proof roll subgrade with minimum two perpendicular passes to identify soft spots.
2. Remove soft subgrade and replace with compacted fill unless specified otherwise in the Project Geotechnical Report or as ordered by the Project Manager.
B. Immediately before spreading aggregate base, the subgrade must comply with the specified compaction and elevation tolerance for the material involved and be free from loose or extraneous materials.
C. Contractor may use aggregate base to fill areas of the subgrade that are lower than the proposed grade.
3.2 PREPARATION
A. Correct irregularities in subgrade gradient and elevation by scarifying, moisture conditioning, reshaping, and re-compacting.
B. Do not place fill on soft, muddy, or frozen surfaces.
3.3 AGGREGATE PLACEMENT
A. Spread and shape the aggregate base to such thickness that after watering and compacting, the completed aggregate base is within the tolerances specified below in Section 3.5.
B. Avoid material segregation. Segregated materials shall be re-mixed until uniform.
C. Aggregate base must be free from pockets of coarse or fine material.
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D. If the aggregate base thickness shown is 0.50 foot or less, spread and compact the aggregate base in one layer. If the thickness shown is more than 0.50 foot, spread and compact the aggregate base in at least 2 approximately equal layers in thickness. The compacted thickness of any one later must not exceed 0.50 foot.
E. At locations inaccessible to spreading equipment, spread and compact aggregate base by any means that will attain the specified requirements; by hand compaction if needed.
F. Apply water to moisture condition the aggregate base as needed for optimum moisture content for compaction.
G. Compact each aggregate base layer to at least 95 percent relative compaction unless otherwise noted elsewhere.
H. Level and contour surfaces to elevations, profiles, and gradients indicated.
I. Maintain optimum moisture content of fill materials to attain specified compaction density.
J. Correct areas of aggregate base that do not comply with the described thickness.
3.4 TOLERANCES
A. Section 014516 - Quality Control: Tolerances.
B. Maximum Variation from Flat Surface: 1/4 inch measured with 10-foot straight edge.
C. Maximum Variation from Thickness: 1/4-inch.
D. Maximum Variation from Elevation: 1/4-inch.
END OF SECTION
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SECTION 321216 – ASPHALT PAVING AND MISCELLANEOUS PAVING ITEMS PART 1 GENERAL
1.1 DESCRIPTION
A. Work included: Work covered in this section consists of performing all operations necessary for producing and placing hot mix asphalt (HMA) by mixing aggregate and asphalt binder at a mixing plant and spreading and compacting the HMA mixture.
B. Hot mix asphalt overlay and deep lifts (at dig outs) shall be provided where shown on the plans and as marked in the field.
C. Section includes:
1. Quality Control Plan.
2. Quality Control Testing.
3. Acceptance Testing.
4. Asphalt Binder and Tack Coat.
5. Aggregate Materials.
6. Hot Mix Asphalt.
7. Utility Cover Adjustments
8. Vehicle Detectors.
D. Paving shall comply with the current State Standard Specifications and Standard Plans. HMA shall be provided in accordance with the Standard HMA construction process and conform to the latest Caltrans Section 39 “Asphalt Concrete” of the Standard Specifications and as detailed in this specification.
1.2 RELATED SECTIONS
A. Section 321723 – Traffic Striping, Pavement Markers, Pavement Markings & Signage
1.3 REFERENCES
A. State Standard Specification:
1. Section 39 Asphalt Concrete.
2. Section 92 Asphalt Binder.
3. Section 94 Asphaltic Emulsions
4. Section 96 Geosynthetics
B. American Association of State Highway and Transportation Officials:
(AASHTO)
5. AASHTO M17 - Standard Specification for Mineral Filler for Bituminous Paving Mixtures.
6. AASHTO M29 - Standard Specification for Fine Aggregate for Bituminous Paving Mixtures.
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7. AASHTO M140 - Standard Specification for Emulsified Asphalt.
8. AASHTO M208 - Standard Specification for Cationic Emulsified Asphalt.
9. AASHTO M288 - Standard Specification for Geotextile Specification for Highway Applications.
10. AASHTO M320 - Standard Specification for Performance-Graded Asphalt Binder.
11. AASHTO M324 - Standard Specification for Joint and Crack Sealant s, Hot Applied, for Concrete and Asphalt Pavements.
12. AASHTO MP1a - Standard Specification for Performance-Graded Asphalt Binder.
13. AASHTO T283-14 – Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage.
14. AASHTO T324 (Modified) -Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt (HMA).
C. Asphalt Institute:
15. AI MS-2 - Mix Design Methods for Asphalt Concrete and Other Hot- Mix Types.
16. AI MS-19 - Basic Asphalt Emulsion Manual.
17. AI SP-2 - Superpave Mix Design.
1.4 QUALITY CONTROL PLAN
A. Establish, implement and maintain a Quality Control Plan (QCP) to ensure materials and work comply with the specifications and the corrective actions required to control the quality of work. The QCP shall comply with these specifications and Section 39-2 “Standard” of the Caltrans Standard Specifications.
B. The Contractor shall submit a Quality Control (QC) plan for HMA.
C. The QC plan shall describe the organization and procedures for:
1. Controlling HMA quality characteristics
2. Taking samples, including sampling locations.
3. Establishing, implementing, and maintaining QC
4. Determining when corrective actions are needed.
5. Implementing corrective actions.
6. Using methods and materials for backfilling core locations.
D. The QC plan must address the elements affecting HMA Quality, including
1. Aggregates
2. Asphalt binder
3. Additives
4. Productions
5. Paving
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E. For CIP projects, the Contractor shall permit the City’s certified testing laboratory to take samples of the aggregate and asphalt emulsion used in the project at the City’s discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion. City will compare the test results with this Section and notify the Contractor if any test fails to meet specifications.
F. The Contractor shall furnish all tools and equipment and employ sufficient trained personnel to operate all equipment and perform all handwork efficiently and skillfully.
1.5 SUBMITTALS
A. Section 013300 - Submittal Procedures: Requirements for submittals.
B. Job Mix Formula (JMF): Except for the Hot Mix Asphalt (HMA) to be used in miscellaneous areas (median island areas not including inside shoulders, island areas, sidewalk, gutters, ditches, over side drains and aprons at end of drainage structures) and dikes, submit the proposed JMF for Type A HMA.
C. The JMF must be submitted on the Contractor Job Mix Formula Proposal form along with:
1. Mix design documentation on Contractor’s Hot Mix Asphalt Design data form dated with 12 months of submittal.
2. Safety Data Sheets (SDS) for the following:
a. Asphalt Binder
b. Supplemental fine aggregate except fines from dust collectors c. Antistrip additives.
D. The Contractor’s Hot Mix Asphalt Design Data form must show documentation on aggregate quality.
E. Submit QC test results for Reclaimed Asphalt Pavement (RAP) gradation with the combined aggregate gradation within 2 business days of taking RAP samples during Type A HMA production.
F. Contractor shall submit a new JMF if there are changes to any of the following:
1. Target asphalt binder percentage greater than ±0.2 percent.
2. Asphalt binder supplier
3. Combined aggregate gradation
4. Aggregate sources
5. Liquid antistrip producer or dosage
6. Average binder content in a new processed RAP stockpile by more than ±2.0 percent from the average RAP binder content reported on Contractor Hot Mix Asphalt Design Data form.
7. Average maximum specific gravity in a new processed RAP stockpile by more than ±0.060 percent from the average maximum specific gravity value reported on Contractor’s Hot Mix Asphalt Design Data form.
8. Any material in the JMF.
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G. Submit a current asphalt concrete mix design from two separate sources (primary source and backup source) for asphalt concrete proposed to be used.
H. Contractor shall provide delivery tickets to the City at the time of delivery of each load of product, including asphalt concrete, tack coat, sealant, and paving reinforcement mat. Each delivery ticket shall include or be accompanied by appropriate batch information produced by the batching plant or factory of origin and information stating the mix or model number, total yield in tons, gallons, or square feet, and time, date, and location of delivery.
I. Any asphalt concrete rejected by the Project Manager shall be deducted from the total quantity of asphalt concrete tonnage.
J. Contractor shall submit a reference plan for utility facilities adjustment prior to lowering any utility facilities.
K. Contractor shall submit a paving plan for longitudinal joints.
1.6 ENGINEER’S ACCEPTANCE
A. In addition to the Quality Control Plan, the Contractor shall provide an independent quality control to perform independent sampling in accordance with Section 39-2 and Section 39-2.03 of the Standard Specifications. City will provide acceptance testing. Sampling shall be performed under California Test 125. Testing shall be performed as specified in this Section.
B. Start-up evaluation will be performed in accordance with Section 39-1.07 of the Standard Specifications. Sampling and testing shall occur at a minimum for the following:
1. Aggregate
2. Asphalt binder
3. RAP
4. HMA
C. Quality control sampling shall be performed by the Contractor’s Independent Assurance Tester in accordance with the following schedule: and quality acceptance testing shall be performed by the City
Quality Characteristic Test
Method
Minimum Sampling
and Testing
Frequency
Location
of
Sampling
Maximum
Reportin
g Time
Allowanc
e Aggregate Gradation CT 202 1 per 750 tons Plant 24 hours Reclaimed Asphalt Pavement Gradation LP-9 Daily RAP System 24 hours Asphalt Binder Content CT 379 or
CT 382 1 per 750 tons Loose Mix
Behind Paver 24 hours
Percent of Maximum Theoretical Density CT 308 1 per 750 tons Loose Mix Behind Paver 24 hours
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-80 Project No. C9416
Maximum Theoretical Density CT 309 Per CT 375 Loose Mix Behind Paver 24 hours
Aggregate moisture content at
continuous mixing plants and RAP
moisture content at continuous mixing
plants and batch mixing plants
CT 226 or
CT 370 2 per day during
production
Stock-piles or
Cold Feed
Belts
24 hours
Sand Equivalent (minimum) CT 217 1 per 750 tons Plant 24 hours HMA Moisture Content (maximum) CT 370 1 per 2,500 tons but not less than 1 per
paving day
Loose Mix
Behind Paver 24 hours
Stabilometer Value (minimum) No. 4 and
3/8” gradings 1/2” and 3/4” gradings CT 366
1 per 4,000 tons or 2
per five business
days, whichever is
greater
Loose Mix
Behind Paver 48 hours
Air Voids Content (%) CT 367
1 per 4,000 tons or 2
per five business
days, whichever is
greater
Loose Mix
Behind Paver 48 hours
Percent of crushed particles coarse
aggregate (% minimum) One fractured
face Two fractured faces Fine
aggregate (% minimum) (Passing No. 4
sieve and retained on No. 8 sieve)
CT 205 1 every 6,000 tons Plant 48 hours
Los Angeles Rattler (% maximum) Loss
at 100 revolutions Loss at 500 revolutions CT 211 1 every 6,000 tons Plant 48 hours Fine aggregate angularity (% minimum) AASHTO T304, Method A
1 every 6,000 tons Plant 48 hours
Quality Characteristic Test Method Minimum Sampling
and Testing
Frequency
Location
of
Sampling
Maximum
Reportin
g Time
Allowanc
e Flat and elongated particle (%
maximum at 5:1) ASTM D 4791 1 every 6,000 tons Plant 48 hours Voids in mineral aggregate (%
minimum)
LP-2 1 every 6,000 tons Loose Mix
Behind Paver 48 hours
Voids filled with asphalt (%) LP-3 1 every 6,000 tons None Calculation 48 hours Dust proportion LP-4 1 every 6,000 tons None Calculation 48 hours Moisture Sensitivity CT-371 1 every 5,000 tons Loose Mix Behind Paver NA
D. A minimum of one sample for Rice Specific Gravity shall be taken by Independent Assurance Tester each day at the plant during placement of HMA. The Rice Specific Gravity test shall be in accordance with ASTM D 2041. The results shall be submitted to the City within one working day of receiving them from the testing laboratory. Any change shall be noted and the Contractor shall take necessary measures to correct JMF or resubmit a new JMF for approval prior to continuing work.
E. In place density tests per CT 375 Nuclear Gage field test shall be performed during HMA operations by Independent Assurance Tester to meet compaction requirements per Standard Specifications. The frequency of testing shall be in accordance with CT 375.
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-81 Project No. C9416
F. Should any test specified in Paragraph 1.04 of this Section fail to meet density requirements, Independent Assurance Tester shall take density core samples every 500 feet of paved roadway per applicable sections within 39-2 of Standard Specifications (2023) to verify density results.
G. Tests results outside the specifications shall be subject to reduced payment in accordance with the table of “Reduced Payment Factors for Percent of Maximum Theoretical Density” in Section 39-2.01 A(4)(i)(ii) of Standard Specifications (2023).
H. Asphalt concrete (HMA) shall be compacted to a relative compaction of 95 percent. Spreading and compacting of asphalt concrete shall be in accordance with Section 39, "Asphalt Concrete," of the State Specifications.
1.7 PRODUCT HANDLING
A. All products described herein shall be handled in conformance to the applicable provisions of the Caltrans Standard Specifications.
1.8 PROJECT CONDITIONS
A. Weather Limitations:
1. No HMA shall be placed when weather conditions prevent the proper handling, finishing, or compaction of the mixtures.
2. Do not apply when underlying surface is muddy, frozen or wet.
3. Do not place tack coat when temperature is below 45º F.
4. Do not place hot mix asphalt when air temperature is below 45º F and surface temperature is below 50º F.
PART 2 PRODUCTS
2.1 TACK COAT
A. Tack Coat, Type SS-1H, conforming to the provisions of Sections 39 and 94 of the Caltrans Standard Specifications shall be used for digouts (pavement repairs) and over asphalt concrete planed surfaces.
2.2 ASPHALT BINDER
A. Asphalt binder for the Hot mix asphalt (HMA) shall be Grade PG 64-10, conforming to the provisions of Sections 92 of the Caltrans Standard Specifications.
B. Asphalt dikes, asphalt ditches and miscellaneous areas the grade of the asphalt binder for the Hot mix asphalt (HMA) shall be PG 70-10.
2.3 AGGREGATE
A. Aggregate shall be clean and free from deleterious substances and shall meet Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-82 Project No. C9416
the gradation and quality for 1/2-inch and 3/8-inch HMA Type A in the Caltrans Standard Specifications.
B. Reclaimed Asphalt Pavement (RAP) aggregate may be substituted for a part of virgin aggregate in a quantity not to exceed fifteen percent (15%) by weight of the aggregate blend.
1. RAP shall conform to Section 39-2.02A (4) (b) (iii) – Reclaimed Asphalt Pavement of the State Standard Specifications.
2. During Type A HMA production, sample RAP twice daily and perform QC testing for:
a. Aggregate gradation at least once a day under California Test 384. b. Moisture content at least twice a day.
2.4 HOT MIX ASPHALT
A. Hot Mix Asphalt shall be HMA Type A and conform to the latest provisions of Section 39 of the Caltrans Standard Specifications.
B. Asphalt Concrete for the surface course shall be ½” Type A, in accordance with Section 39 of State Standard Specifications as modified in these Technical Provisions and the Special Conditions.
C. HMA batch plant shall be Department-qualified under the Department’s Materials Plant Quality Program of the Caltrans Standard Specifications.
PART 3 EXECUTION
3.1 GENERAL
A. Approximate areas for digouts (pavement repairs) will be marked out in the field by City prior to the preconstruction conference. Areas marked out shall be cut along the perimeter, removed to depths indicated on the plans, cleaned, prepared with tack coat, filled with hot mix asphalt and compacted in accordance with these specifications.
B. Hot mix asphalt overlay shall be placed to the limits shown on the Plans to the limits of conform and edge grinds.
C. Hot mix asphalt shall be proportioned, mixed, placed, spread and compacted in layers in conformance with the Standard HMA Construction Process described in Section 39 of the Caltrans Standard Specifications.
3.2 PROTECTION OF EXISTING STREET SURFACE
A. During the entire construction period, the Contractor shall take care to protect existing pavement and concrete surfaces. Surfaces scarred by cleanup or equipment shall be repaired in a manner satisfactory to the Engineer. Any and all damage caused by the Contractor's operations to existing roads and streets shall Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-83 Project No. C9416
be repaired by the Contractor to at least the original condition and to the satisfaction of the Engineer, at no additional cost to the City.
B. If pavement is damaged (excessive loading, grouser marking, scarring/scraping of pavement, etc.) outside the limits of the work, a full lane width grinding and overlay will be required as directed by the Engineer at no additional compensation to the Contractor.
3.3 PAVING REMOVAL (DIGOUTS)
A. Saw cutting, grinding, and asphalt concrete removal shall be required for digouts and surface preparation on paved roads.
B. Subgrade in digout areas shall be compacted in place to a firm and unyielding condition prior to placement of HMA.
C. Clean and dry the dig out area and planed surfaces prior to commencing with work.
3.4 TACK COAT
A. Ensure the digout area is clean and dry. All material accumulations which would interfere with the adhesion of the tack coat or with the placing and performance of the hot mix asphalt shall be removed, including dust, loose aggregate, soil, leaves, and pieces or lumps of other foreign material deposited on the surface.
B. A tack coat shall be applied to existing pavement including planed surfaces, between HMA layers, and to vertical surfaces of curbs, gutters and construction joints at the minimum residual rates specified in Section 39-1.09C “Tack Coat” of the Caltrans Standard Specifications.
C. Before placing hot mix asphalt, a tack coat shall be furnished and applied uniformly to contact surfaces of all cold pavement joints, curbs, gutters, and all existing pavement to be surfaced in conformance with Section 39 of the Caltrans Standard Specifications.
D. Asphalt binder tack coat shall be placed under reinforcing mat to the application rates in compliance with the manufacturer’s recommendations.
E. Asphaltic emulsion tack coat shall be placed over planed surfaces to the application rates in the Caltrans Standard Specifications.
F. Tack coat shall be applied to any course in advance of spreading the next course unless the surface temperature is at least 140 °F.
G. Hot mix asphalt shall not be placed until tack coat has cured. Immediately in advance of placing HMA, apply additional tack coat to damaged areas or where loose or extraneous material is removed.
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-84 Project No. C9416
H. Close areas receiving tack coat to traffic. Do not track tack coat onto pavement surfaces beyond the job site.
3.5 TRANSPORTING HOT MIX ASPHALT
A. From mixing site in trucks having tight, clean compartments.
B. Coat hauling compartments with lime-water mixture to prevent sticking.
C. Elevate and drain compartment of excess solution before loading mix.
D. Provide covers over asphalt concrete mixture to protect from weather and to prevent loss of heat.
E. During periods of cold weather or for long distance deliveries, pre-insulation around entire truck bed surfaces.
F. Do not use petroleum products such as kerosene or diesel fuel to release HMA from trucks, spreaders, or compactors.
3.6 HOT MIX ASPHALT
A. HMA surfacing shall conform to the provisions of Section 39 of the Standard Specifications. Placing HMA shall be done under suitable weather conditions for such operations. Rain, snow or other inclement weather will be cause for discontinuing paving Work. The Engineer shall have the authority for determining whether weather conditions are sufficient cause to postpone work.
3.7 ASPHALT INLAY/OVERLAY
A. HMA The quality control measures for the asphalt concrete shall be as outlined in Section 39 “Asphalt Concrete” of the State Standard Specifications.
B. Certificates of Compliance, in accordance with Section 6-2.03C, "Certificates of Compliance" of the State Standard Specifications, shall be required from the supplier of the asphalt concrete and submitted to the Engineer not less than 10 working days prior to any scheduled asphalt concrete paving.
C. The Contractor shall schedule his paving operations such that at the end of each working day, the distance between the ends of the layers of asphalt concrete on adjacent lanes shall not be greater than 10 feet nor less than 5 feet. Additional asphalt concrete shall be placed along the transverse edge at the end of each lane and along the exposed longitudinal edges between adjacent lanes, hand raked, and compacted to form temporary conforms. Kraft paper, or other approved bond breaker, may be placed under the conform tapers to facilitate the removal of the taper when paving operations resume.
D. Half-width surfacing operations shall be conducted in such manner that, at the end of each day's work, the distance between the ends of adjacent surfaced lanes shall Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-85 Project No. C9416
not be greater than can be completed in the following day of normal surfacing operations.
E. All paving joints shall be on lane lines only.
F. Prior to placing the surface course, the finished surface of the previous layer shall not vary at any point more than 0.05-foot above or below the grade established by the Engineer.
G. All trimming of the surface shall be completed while the temperature of the mix is above 200 °F.
H. The final lift of asphalt concrete (the top lift) shall be placed in one continuous operation.
I. The Contractor shall not perform paving operations when the weather is rainy or foggy. It shall be the Contractor's responsibility, based on weather predictions, to schedule his paving operations to avoid paving in the rain or fog. If the day's operations are canceled because of predicted rain or fog, a nonworking day will be allowed regardless of actual working conditions.
J. Asphalt concrete shall not be placed on any surface which contains ponded water or excessive moisture in the opinion of the City Engineer.
K. If paving operations are in progress and rain or fog forces a shutdown, loaded trucks shall return to the plant and no compensation will be allowed therefor.
L. The Contractor shall furnish and use canvas tarpaulins to cover all loads of asphalt concrete from the time that the mixture is loaded until it is discharged from the delivery vehicle, unless otherwise directed in writing by the Engineer.
M. Immediately before Asphalt Concrete is placed, a tack coat shall be applied to all horizontal and vertical surfaces as specified in Section 39-1.02B “Tack Coat” of the State Standard Specifications.
N. No traffic shall be allowed on the asphalt tack coat with the exception of vehicles unloading asphalt concrete. All vehicles involved with the Contractor's operations shall turn around within the road right-of-way. Driveways and other private property shall not be used without prior written consent of the involved property owner, a dated copy of which shall be delivered to the Engineer prior to the use thereof.
O. The area to which the tack coat has been applied shall be closed to public traffic.
Care shall be taken to avoid tracking the asphaltic emulsion material onto existing pavement surfaces beyond the limits of construction.
P. All asphalt concrete spillage and/or tracking of tack coat (asphaltic emulsion) or other materials on public streets, driveways and gutters shall be removed or cleared within 48 hours of the AC pavement placement. If existing striping is marked by emulsion or other materials, it shall be repainted/restored. Alternatively, Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-86 Project No. C9416
existing striping may be protected by a method approved by the Engineer.
Q. Conform cuts between existing pavement and newly constructed pavement shall be made by cutting the existing pavement to a neat, smooth line at the limit lines and constructing a vertical-face butt joint.
R. At cross streets where distinct limit lines exist due to previous treatments, the new conform limit line shall overlap the existing limit line a minimum of 6 inches.
S. Batch data and load slips shall be presented to the Engineer as asphalt is delivered to the project site. Failure to do so may result in non-payment for questionable quantities or rejection of the load.
3.8 BASE FAILURE REPAIR
A. Base failure repair of existing asphalt concrete shall be performed in accordance with Section 39-3.04, “Cold Planing Asphalt Concrete,” of the 2023 Caltrans Specifications and these Special Provisions.
B. The locations for the AC base repairs will be identified, marked and quantified in the presence of the Engineer and/or City Staff after AC cold planning is completed.
The Contractor shall notify the Engineer 48 hours in advance of the cold planning operation. The Contractor shall allow the Engineer 24 hours to complete the identification of the AC base repairs. The Asphalt Concrete Pavement Repair that will be paid for shall be the actual square feet of repair that was marked-out in the presence of the by the Engineer and/or City Staff in the field prior to asphalt concrete pavement repair construction.
C. Existing asphalt concrete and base material shall be removed to a minimum depth of 4” below the grade of the existing surfacing at locations shown on the drawings.
The resulting depression shall be filled with a deep lift of asphalt concrete in conformance with pertinent Technical Provisions.
D. The base failure conform limits shall be saw cut or ground in neat, straight lines.
Conform corners shall be square and any conform edges that are broken after saw cutting or grinding shall be re-cut at no additional charge.
E. Prior to filling the areas with asphalt concrete when aggregate base is exposed, the subgrade it shall be compacted to 95 percent relative compaction in accordance with Section 19-5.03B of the Standard Specifications of the State of California and to the satisfaction of the Engineer.
F. If, in the opinion of the Engineer, excessively wet areas still exist at the subgrade that cannot obtain a relative compaction of 95 percent then all undesirable material then encountered will be removed and disposed of as directed by the Engineer.
Quantities of removed, unsuitable material (including the material used as replacement) shall be paid for as extra work as provided for in these Specifications.
G. The existing asphalt concrete vertical (and horizontal, if any) surfaces upon which Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-87 Project No. C9416
new asphalt concrete will be placed shall be treated with asphaltic emulsion tack coat.
H. Asphalt Concrete shall be placed in 2 lifts unless otherwise shown on the plans or as directed by the Engineer. Asphalt concrete shall be compacted to a relative compaction of 95 percent. Base failures shall be completed prior to any inlay/overlay activities on any given street.
I. All base failure areas excavated in any one day shall be backfilled that same day.
No excavated areas will be permitted to remain open overnight.
J. Asphalt concrete shall be placed only when the atmospheric temperature is a minimum of 50 degrees Fahrenheit and rising.
K. The locations for base failure repair shall be as shown on the drawings and/or will be marked in the field by the Engineer.
3.9 SPREADING AND COMPACTING
A. Spreading and compacting shall be performed in accordance with Section 39-
2.01C (15) “Method Compaction" and Section 39-2.05A (3)(b) “Spreading and Compacting Equipment” of the Standard Specifications.
B. HMA shall be transferred from the trucks into the hopper of the paving machine by means of a shoulder machine equipped with a conveyor belt as needed. Any equipment used to transfer asphalt concrete to the paving machine shall not exceed the load capacity of any surface it is driven over and, therefore, shall not produce rutting or pumping of the existing roadway surface or newly placed HMA at any time. No trucks or other rubber-tired construction equipment are allowed on the subgrade at any time except when proof rolling in the presence of the Engineer.
No trucks or other rubber-tired construction equipment are allowed on newly placed HMA until the day after the HMA is placed.
C. Longitudinal joints in the top layer must match specified lane edges shown on the striping plans. Longitudinal joints in lower HMA layers shall be offset at least 0.5 feet from each side of the specified lane edges.
D. Finish rolling shall be completed before pavement surface temperature is below 150 degrees F.
E. Traffic shall not be allowed on HMA until mid-depth temperature is below 160 degrees F and the pavement surface temperature is below 140 degrees F.
3.10 ASPHALT CONCRETE DIKES, MISCELLANEOUS AREAS AND DITCHES L. Asphalt concrete for dikes shall be Type A, 3/8” maximum size aggregate.
M. Prepare the areas to receive HMA for miscellaneous areas and dikes, including excavation, placing tack coat, and backfill as needed.
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-88 Project No. C9416
N. Spread the HMA in miscellaneous areas in 1 layer and compact to the specified lines and grades.
O. The finished surface must be:
1. Textured uniformly
2. Compacted firmly
3. Without depressions, humps, and irregularities.
3.11 MANHOLE, VALVE BOX, CLEANOUT AND MONUMENT ADJUSTMENT A. All existing water valves, sewer clean-outs, monuments, manholes and public utility facilities shall be adjusted to finished grade by the Contractor within seven (7) calendar days after paving over each structure per Section 3.5 of the City Design Guidelines, Section 71-5.03B “Adjust Frames, Covers, Grates, and Manholes" of the State Standard Specifications, these Technical Provisions and as directed by the Engineer.
B. Raise public utility facilities in coordination with the requirements of and in coordination with the various public utilities and as indicated on the Plans.
C. Monument boxes, water value boxes and detector hand-hole boxes shall be adjusted to grade in conformance with the provisions in Section 15-1.03, "Construction," of the Standard Specifications and in accordance with the City Design Guidelines.
D. Gate valves shall be adjusted per City specifications, sewer cleanouts shall be adjusted per City Detail 17, and city monuments shall be adjusted per City Detail
30. E. Adjusting existing manholes to grade shall include adjusting cone sections as necessary. Adjusting existing valve boxes to grade shall include extension of valve stems.
F. Prior to any work on the sewer manholes, the Contractor shall install false bottoms in the manholes impacted by the work. Upon completion of the work the false bottoms shall be removed.
G. Except as approved by the Engineer, Contractor shall protect utility iron to be raised to grade while concrete collars are curing and keep traffic off of raised facilities for 48 hours or until concrete has reached a minimum strength of 1,000 psi. Any damage to utility iron, concrete collars or new HMA pavement shall be repaired or replaced at the Contractor’s expense and to the satisfaction of the Engineer.
H. Utility manhole frame, chimney and covers shall be removed and replaced per the Contract Documents.
I. Coordinate the iron raising and patch paving so that no partially completed iron Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-89 Project No. C9416
raising remains over the weekend.
J. Utility box/cover (eg water meter, sewer clean out, etc) on the road asphalt concrete pavement shall be replaced with box/cover with H20 traffic rated loading.
3.12 VEHICLE DETECTORS
A. If any part of the loop conductor, including the portion leading to the adjacent hand hole or pull box, is damaged by the Contractor's operations, the entire detector loop shall be replaced. If any adjacent loop is damaged during such replacement, that loop shall also be replaced.
B. Type A, C, or D loops shall be replaced with Type E loop detector configuration in accordance with State Standard Plan ES-5B. Detectors shall conform to the provisions in Section 87-1.03V, "Detectors," of the Standard Specifications and these Special Provisions.
C. Loop wire shall be Type 1 #12 AWG stranded conductor with USEXLP insulation, and lead-in cable shall be Type B. Lead-in cable shall be continuous from pull box where splice to road wires is made to controller terminals. Splices to lead-in cables will not be allowed. Detector hand-holes shall be Type A installed per State Std.
ES-5D.
D. All advance vehicle detectors shall have their own detector lead-in cable for each approach lane.
E. New vehicle detectors and lead-in cables shall be installed before final lift of hot mix asphalt. Test each loop circuit for continuity, circuit resistance and insulation resistance at the controller cabinet location.
F. In addition to the installation notes, details and tests indicated on Sheets ES-5A, ES-5B, ES-5C, and ES-5D of the Standard Plans, the following shall apply:
1. The number of turns in detector loops shall conform to Standard Plan ES-5B for Type E loop detector configuration.
2. Detector lead-in cable from the first pull box to the controller cabinet shall be tagged with the identity of all conductor detectors connected to the circuit.
3. Conductors to be buried in the pavement may be installed ONLY in the presence of the Engineer.
G. Detector loop wire sealant shall be one-part elastomeric compound requiring no mixing, measuring or application of heat prior to or during its installation. The elastomeric sealant shall be a polyurethane material of a composition that will, within its stated shelf life, cure only in the presence of moisture. Sealant shall be suitable for use in both HMA and Portland Cement Concrete. The cured sealant shall have the following performance characteristics:
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-90 Project No. C9416
Property and Result Measuring Standards and
Conditions
Hardness (indentation) 65-85
ASTM D 2240 Red. Type A, Model
1700 77 degrees F. (25 degrees
Celsius) 50 % relative humidity
Tensile strength 500 psi, minimum ASTM D 412 Die C, pulled at 10 IPM Elongation 400% minimum ASTM D 412 Die C, pulled at 20 IPM Flex at -40 degrees F. No cracks 25 mil Free Film Bend (180 degrees) over 1/2-inch mandrel
Weathering resistance (slight
chalking)
ASTM D 822 Weatherometer 350
hours.
Cured 7 days at 77 degrees F (25
degrees C.) 50% relative humidity
Salt Spray Resistance 500 psi,
minimum tensile; 400%
minimum elongation
ASTM B 117 28 days at 100 degrees
F (38 degrees C) 5% NaC1, Die C,
pulled at 20 IPM
Dielectric Constant less than
25% change over a temperature
range of - 30 degrees C. to 50
degrees C
ASTM D 150
H. The Contractor shall install conductor loop wires and place the required sealant on the same day that saw slots are cut in the road surface for these installations to the nearest detector hand hole. Epoxy sealant shall not be used.
I. The Contractor shall install conductor loop wires using asphaltic emulsion sealant in accordance with Section 87-1.03, "Construction," of the Standard Specifications.
J. Contractor shall insure compatibility of each inductive loop sensor and its associated loop lead-ins and loops, and their associated lead-ins and sensing elements, and shall insure and prove to the satisfaction of the Engineer that the combined system will provide consistent and stable operation and be unaffected by input voltage disturbances, flooding of cable with water, and normal range of temperature, humidity and other weather and climatic conditions. Any deviation from ensuring such compatibility shall be approved by the Engineer prior to installation.
3.13 PAVING MAT
A. Paving mat shall be supplied and installed where shown on the plans. The paving mat shall comply with Section 96-1.02K “Paving Mat” of the State Standard Specifications, except that the paving mat shall be a nonwoven high strength fiberglass and polyester fiber interlayer paving mat as manufactured by Tensar Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-91 Project No. C9416
(GlasPave25 engineered paving mat) or approved equal.
B. The paving mat shall meet the following specifications:
C. A Certificate of Compliance shall be furnished as specified in Section 6-2.03C “Certificates of Compliance” of the State Standard Specification for the paving mat.
D. Before placing the paving mat the surface to be overlaid with the paving mat shall be cleaned, dry and free and clear of all dirt and debris.
E. An asphalt tack coat shall be hot applied to the surface to receive the paving mat.
F. The temperature of the asphalt tack coat shall be between 350º F and 400ºF.
Paving mat shall be installed on the hot asphalt tack coat. Asphalt tack coat shall be paving asphalt grade PG 70-10. Asphalt tack coat shall be applied uniformly to the surface to receive the paving mat at a rate of 0.20 to 0.25 gal per square yard of surface covered for smooth surfaces. When paving mat is placed in areas of wedge grind and conform tapers or cracked pavement surfaces, the binder shall be spread at the approximate rate of 0.30 gal per square yard of surface covered.
The binder shall be applied to a width equal to the width of the mat plus 3" on each side.
G. Asphaltic emulsion shall not be substituted for paving asphalt binder for paving mat.
H. The paving mat shall be aligned and placed with no wrinkles that lap. The test for lapping shall be made by gathering together the paving mat in a wrinkle. If the height of the doubled portion of extra mat is 5/8" or more, the mat shall be cut to remove the wrinkle, and then lapped in the direction of paving. Lap in excess of 2" shall be removed.
I. If manual laydown methods are used, the paving mat shall be unrolled, aligned, and placed in increments of approximately 30'.
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J. Adjacent borders of the paving mat shall be lapped 2" to 4". The preceding roll shall be lapped 2" to 4" over the following roll in the direction of paving at ends of rolls or at a break. At paving mat overlays, both the binder and the mat shall overlap previously placed mat by the same amount.
K. Seating of the paving mat with rolling equipment after placing will be permitted.
Turning of the paving machine and other vehicles shall be gradual and kept to a minimum to avoid damage to the mat.
L. A small quantity of asphalt concrete, to be determined by the Engineer, may be spread over the paving mat immediately in advance of placing asphalt concrete surfacing in order to prevent mat from being damaged by construction equipment.
M. Paving mat shall not be exposed to public traffic, Contractor's equipment or elements that will damage the mat prior to placement of asphalt concrete surfacing, as determined by the Engineer. Public access cross traffic may be allowed to cross the mat under traffic control.
N. Care shall be taken to avoid tracking binder material onto the paving mat or distorting the mat during seating of the mat with rolling equipment. If necessary to protect the paving mat, exposed binder material may be covered lightly with sand.
END OF SECTION
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-93 Project No. C9416
SECTION 321313 – CONCRETE IMPROVEMENTS
PART 1 GENERAL
1.1 WORK INCLUDED
A. Work shall consist of removing existing sidewalk, curb, gutter, vertical curb, valley gutter, access ramps and base material and installing new concrete sidewalk, curb and gutter, valley gutter, stamped concrete, curb ramps and aggregate base at locations indicated on the plans or as directed by the Engineer. New sidewalk and valley gutter concrete shall comply with City of San Carlos Standard Detail No. 6.
New concrete valley gutter shall comply with City of San Carlos Standard Detail No. 8. All new curb ramps shall have detectable warning surfaces installed as part of the ramp in accordance with the plans and Caltrans Standard Details.
B. Work shall consist of removing and modifying inlet manholes at locations indicated on the plans or as directed by the Engineer. New concrete inlet structure concrete shall comply with the City of San Carlos Standard Details and in accordance with the Caltrans Standard Specifications.
1.2 SUBMITTALS
A. The Contractor shall furnish a concrete mix design to the Engineer at least ten (10) working days prior to the start of the work.
PART 2 MATERIALS
2.1 CONCRETE
A. Concrete drainage structures shall comply with 51-7, “Minor Structures”, of the State Standard Specifications.
B. Concrete used in curbs and sidewalks shall comply with Section 73 of the State Standard Specifications
C. Portland cement concrete used for all structures shall be 6 sack mix using 1” maximum size aggregate, 5” maximum slump and 2,500 PSI minimum. All noncolored concrete shall have 1 pound of lamp black added to the mix, during mixing, for every cubic yard of concrete. Additional cement is permitted to obtain high early strength in concrete except that total cement shall not exceed 700 pounds of cement per cubic yard unless otherwise approved by the City Engineer.
D. City should be provided 48 hours notice prior to start of construction and no less than 24 hours prior to the required inspection and testing described on the plans. Foundation bottoms should be inspected by City prior to placing of rebar and prior to pouring of concrete.
E. Where shonw on the plans, the Contractor shall install integral colored stamped Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-94 Project No. C9416
concrete. Integral color shall be Scofield SRI 55, "Cool Brick" color with "London Slate" pattern or approved equal. Contractor shall submit a copy of the manufacturer's product sheet together with instructions of installation. A one-foot square sample of the proposed stamped concrete shall be submitted to the engineer before delivery of materials to the site.
2.2 REINFORCEMENT
A. Reinforcement for concrete structures shall conform to Sections 52-1.01 through 52-1.04 inclusive of the Caltrans Standard Specifications except that Butt Welded Splices shall not be permitted.
2.3 DETECTABLE WARNING SURFACE
A. Curb ramp detectable warning surface shall include of raised truncated domes constructed or installed on curb ramps in conformance with the details shown on the plans and these special provisions. Detectable Warning Surface (DWS) shall be red clay (Federal color 22144) in color and a set-in-concrete style of truncated domes. The detectable warning surface shall be prefabricated, cast-in-place. No surface-applied matting systems (i.e. glued and screwed) style of DWS shall be allowed. Contractor shall neatly trim prefabricated dome panels to fit and conform to curb radius.
B. Prefabricated detectable warning surface shall be in conformance with the requirements established by the Department of General Services, Division of State Architect and be installed in conformance with the manufacturer's recommendations.
C. The finished surfaces of the detectable warning surface shall be free from blemishes.
D. Detectable Warning tiles shall incorporate an in‐line pattern of truncated domes measuring nominal 0.2” height, 0.90” base diameter, and 0.45” top diameter, spaced center‐to‐center 2.35” as measured side by side. For wheelchair safety the field area shall consist of a high density, pyramid micro texture of raised points 0.05” high.
E. Compressive Strength of the tiles shall be no less than 25,000 PSI when tested by ASTM D695.
F. Tensile Strength of the tiles shall be no less than 12,500 psi when measured by ASTM D 638
G. Flexural Strength of the tiles shall be no less than 25,000 psi when tested by ASTM D 790.
H. Slip resistance of the Tile when tested by ASTM C 1028-96: The combined wet and dry static coefficients shell be no less than 0.80 on top of domes and field area.
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I. The manufacturer shall provide a written 5-year warranty for prefabricated detectable warning surfaces, guaranteeing replacement when there is defect in the dome shape, color fastness, sound-on-cane acoustic quality, resilience, or attachment. The warranty period shall begin upon acceptance of the contract.
J. The material for the detectable warning surface shall be made by Armor-Tile or an approved equal.
2.4 HOT MIX ASPHALT CONFORM
A. The hot mix asphalt conform material adjacent to concrete improvements shall comply with the Section 321216 Asphalt Paving and Misc Paving Items these specifications.
PART 3 EXECUTION
3.1 REMOVAL OF EXISTING CONCRETE
A. Existing sidewalk, curb, gutter and base material shall be removal as necessary to construct the required improvements. Existing concrete shall be sawcut along existing score lines to full depth prior to removal. Existing concrete to be removed varies in thickness, no additional compensation shall be given for varying concrete thickness. Any concrete broken due to the Contractor's failure to comply with these requirements shall be removed and replaced at the Contractor's expense. Asphalt concrete shall be saw cut at least 12 inches from the lip of gutter in a neat straight line to accommodate form boards.
B. The Contractor shall furnish and install a 6”-thick deep-lift asphalt concrete (Patch Pave) adjacent to concrete curb and gutter, valley gutter. The cost to install the 6”-thick deep-lift asphalt concrete (Patch Pave) shall be considered in the prices paid for “Asphalt Concrete”, and no additional compensation will be allowed therefor.
3.2 SUBGRADE AND BASE PREPARATION
A. Subgrade shall be compacted to 90% relative compaction prior to placing base material. Base material shall be placed to the depths required by the plans and details and compacted to 95% relative compaction after mixing the material with water to achieve the optimum moisture content.
3.3 FORMS
A. Wooden forming shall be of two-inch nominal thickness staked at two-foot intervals. The maximum gap at the bottom of the forms shall be 1-3/4 inches.
Forms shall not be installed until after base material has been placed and compacted.
3.4 PROTECTION OF EXISTING FACILITIES
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A. The contractor shall protect existing facilities from damage, and discoloration from concrete splash. Adjacent concrete facilities shall be covered during concrete placement to prevent concrete splash and excess concrete from staining the adjacent concrete. After initial placement, strikeoff and finishing, the protection shall be removed and the adjacent concrete cleaned.
B. Vertical existing facilities such as light poles, walls, etc. shall be protected with plastic extending a minimum of three feet above the concrete surface. After initial placement, strikeoff and finishing, the protection shall be removed and the vertical surfaces cleaned.
C. Existing curb outlet drain pipes (under sidewalk drains) shall be protected, rerouted, or replaced and incorporated into the new curb & gutter and curb ramps as applicable. The cost to protect, reroute or replace the curb outlet drain pipes shall be included in the price paid for the various contract items of work involved and no additional compensation will be allowed therefor.
3.5 PLACING AND FINISHING CONCRETE
A. No concrete shall be placed until the forms have been approved.
B. Concrete shall be deposited on a moist grade in such a manner as to require as little re- handling as possible. In general, adding water to the surface of the concrete to assist in finishing operations shall not be permitted.
C. Control joints and expansion joints shall be installed at locations noted on the plans, to match existing, as approved on the score line and expansion joint submittal or as directed by the Engineer. If expansion joint material is used, a minimum of two, 1/2 inch by eighteen-inch dowels shall be used with additional dowels placed every twenty-four inches. Control joints in sidewalks may be made using a tooled joint which shall extend a minimum of 1/4 of the depth of the concrete and shall not be less than 1-1/2 inches in depth.
D. Unless otherwise directed by the Engineer, a medium broom finish shall be applied to match existing facilities in texture and appearance. An approved white or clear liquid curing compound shall be applied to the newly paced concrete after finishing operations have been completed.
E. The curing compound shall be the clear or translucent type containing a fugitive dye conforming to the requirements of ASTM Designation: C 309, Type 1 D, Class A. The loss of water when tested in accordance with California Test 534, shall not be more than 0.15 kg/m2 in 24 hours nor more than 0.45 kg/m2 in 72 hours. The curing compound shall be applied at the approximate rate of one gallon per 150 square feet of area. The curing compound shall be applied in a manner that will provide a complete coating of all exposed faces of the concrete surface.
F. Full compensation for applying curing compound to all exposed faces of the concrete surface shall be considered as included in the prices paid for the various Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-97 Project No. C9416
contract items of work involved and no additional compensation will be allowed therefor.
G. All new concrete sidewalk and curb & gutter shall be doweled and epoxied into the existing concrete sidewalk and curb & gutter using #4 rebar at 20” O.C. (minimum of 2). A minimum of 6” Class 2 aggregate base shall be placed and compacted in conformance with these Technical Provisions. Full compensation for furnishing and installing dowels, epoxy and Class 2 aggregate required for the concrete construction shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.
H. The Contractor shall round-off all grade breaks on the curb & gutter with an algebraic difference of 3% and greater. The minimum round-off distance shall be 5 feet.
I. Full compensation to procure, deliver, place, spread, and compact imported topsoil material shall be considered as included in the contract prices for the various contract items of work involved, and no additional compensation shall be allowed thereof.
3.6 CONCRETE PROTECTION
A. The Contractor shall protect the concrete against traffic and vandalism. If the concrete is damaged or vandalized, the Contractor shall make the necessary repairs at its own expense. The repair procedure for damaged or vandalized concrete shall be approved in advance by the Engineer.
3.7 CONCRETE CURB RAMPS & OTHER CONCRETE WORK
A. The Concrete curb ramps shall be constructed in conformance with Standard Plans A88A and A88B of the State Standard Plans unless otherwise shown in plans due to certain constraints from existing conditions (eg existing steeper longitudinal road slope, existing driveways, existing residential paths, existing walls, other obstructions, etc). Concrete curb ramps will be measured from the back of the curb and gutter to the grade break at the top of the ramp, the landing and the retaining curb (where applicable) as shown on the State Standard Plans. Areas outside of the defined curb ramp area shall be measured and paid as sidewalk. The curb and gutter shall be measured and paid as curb and gutter.
B. All existing utility boxes, valve boxes/covers, and clean outs located in the sidewalk, driveway, and curb ramp shown on plans to be adjusted to grade and/or replaced shall be included in the price paid for the various contract items of work involved and no additional compensation will be allowed therefor unless otherwise noted (eg PG&E vaults shown on plans with bid item).
C. All existing street light bases located in the sidewalk, driveway, and curb ramp shown on plans to be adjusted to grade shall be included in the price paid for Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-98 Project No. C9416
the various contract items of work involved and no additional compensation will be allowed therefor.
D. All existing traffic signal pole bases in the sidewalk and curb ramps identified in plans to be tied in to new grade with concrete work or repair shall be included in the price paid for the various contract items of work involved and no additional compensation will be allowed therefor.
E. All existing or new sign posts and signs, sign panels with base located in the sidewalk, driveway, curb ramp and other locations shown on plans to be relocated, removed, or adjusted shall include existing post/foundation/sign removal, new post/foundation/sign installation, and shall be included in the price paid for the various contract items of work and no additional compensation will be allowed therefor.
F. All existing exposed retaining walls involved in the construction of sidewalk, driveway, and curb ramp shown on plans to be painted in-kind shall be included in the price paid for the various contract items of work and no additional compensation will be allowed therefor.
G. All existing wooden header boards and fences involved in the construction of sidewalk, driveway, and curb ramp shown on plans to be removed and replaced shall be included in the price paid for the various contract items of work and no additional compensation will be allowed therefor.
H. All existing landscape rock boulders involved in the construction of sidewalk, driveway, and curb ramp shown on plans to be salvaged and reinstalled shall be included in the price paid for the various contract items of work and no additional compensation will be allowed therefor.
I. All landscape restoration including the restoration of any landscaping, irrigation, hardscape, brick work or walls shall be included in the price paid for the various contract items of work involved and no additional compensation will be allowed therefor.
J. Topsoil shall be used as backfill behind the new sidewalk and curb ramps to fill the gap left from the form board and other work. Top soil shall be procured and imported from a local supplier.
K. AC conforms involved for concrete work shall be paid under “Asphalt Concrete” bid item. Any miscellaneous material removal for this work outside current bid pay items shall be included in the price paid for the various contract items of work involved and no additional compensation will be allowed therefor.
L. Removing existing old or remnant pieces of asphalt concrete along edge of concrete gutter where applicable (eg Cordilleras site) as directed by the Engineer shall be included in the price paid for the various contract items of works involved and no additional compensation will be allowed therefor.
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3.8 CONCRETE VALLEY GUTTER
A. Where curb ramp construction takes place adjacent to a valley gutter, the contractor shall replace the valley gutter to the nearest score line. Valley gutter shall be replaced in accordance with City of San Carlos Standard Detail No. 8.
The Contractor shall reconstruct the valley gutter aprons as specified in the City Standard Details unless noted otherwise on the construction drawings. Valley gutters shall be installed or replaced where shown on the plans. Concrete valley gutter shall also be constructed in conformance with details shown on plans.
Concrete curb directly next to concrete valley gutter shall be included in concrete valley gutter measurement.
3.9 DETECTABLE WARNING SURFACE (DWS)
A. All curb ramps shall have a detectable warning surface (DWS) installed in conformance with City Standards and the latest Caltrans Standard Details A88A and A88B. The color of the DWS shall be brick red or clay red.
3.10 HOT MIX ASPHALT CONFORM AT ACCESS RAMP
A. Grinding and placement of HMA for the conform area in front of the concrete access ramps shall comply with the Section 321216 Paving Systems of these specifications.
3.11 CARE AND REPAIR OF CONCRETE
A. Repair shall be per ACI 301 with the following requirements:
a. Patching mortar shall be Sikatop 123 Plus or approved equal. b. Use Sikadur 32 HiMod bonding agent or approved equal. c. Honey and defects deeper than 1.5 inches shall require approval by Engineer prior to commencing repair work.
d. Cracks wider than 0.02 inches for hydraulic structures shall be repaired prior to leak testing.
e. Cracks wider than 0.04 inches shall be repaired.
END OF SECTION
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SECTION 321723 – TRAFFIC STRIPING, PAVEMENT MARKERS, PAVEMENT
MARKINGS AND SIGNAGE
PART 1 GENERAL
1.1 SCOPE OF WORK
A. This work consists of removal and replacement of traffic stripes, legends, and raised pavement markers on various roadway sections to their original configuration or as shown on the plans or directed by the engineer in the field.
Any roads, driveways, walls, and curbs which are damaged during construction, shall be repaired to their original or better condition.
B. Any existing traffic signs that are removed, shall be salvaged to the City Public Works Yard.
C. Traffic signs, stripes, legends, and raised pavement markers shall conform to the latest edition of the California Manual on Uniform Traffic Control Devices, California Department of Transportation, Traffic Manual, Maintenance Manual, and Caltrans Standard Specifications as modified by these Special Provisions.
D. The work includes striping, markings, markers, and signage and posts on the roadway sections as shown on the project plans, located in San Carlos, California.
E. Where traffic conditions are to remain, roadways shall be striped and marked to match existing except as noted in the plans.
1.2 REFERENCES
A. California Department of Transportation (Caltrans):
1. Maintenance Manual.
2. Current Standard Specifications
a. Section 81 – Miscellaneous Traffic Control Devices
b. Section 84 – Markings
c. Section 95 – Epoxy
3. California Manual on Uniform Traffic Control Devices
1.3 SUBMITTALS
A. The Contractor shall submit a schedule for the performance of this work. The schedule shall include approximate dates of work on each roadway section.
B. The Contractor shall submit a detailed traffic control plan for the performance of this work.
C. Certificates of Compliance: Certificates of Compliance shall be provided for all products and materials proposed to be used under this Section.
D. Product Data: Provide manufacturers specification and literature for materials furnished.
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1.4 PROJECT CONDITIONS
A. Do not apply pavement marking paint within 8 hours of fog or rain or when below 40 Degrees F or when pavement is wet.
B. Contractor shall guarantee that all traffic lane pavement markers be in place and adhered to the pavement for a period of not less than 90 days from the date of acceptance of the work by the Owner.
C. All new traffic striping and pavement markings shall be thermoplastic, unless otherwise shown on the plans.
D. No pavement markings shall be applied to any roadway surface until new hot mix asphalt surface has cured for a minimum of seven (7) days when hot melt bituminous adhesive is used, and not less than 14 days when epoxy adhesive is used.
PART 2 PRODUCTS
2.1 GENERAL
A. Unless otherwise specified in the Special Provisions or contract plans, all pavement striping and markings (except temporary) shall be thermoplastic.
2.2 THERMOPLASTIC MATERIAL
A. Thermoplastic material and glass beads shall conform to the requirements of Caltrans Standard Specifications Section 84-2.
B. Thermoplastic material shall be free of lead and chromium, and shall conform to the requirements in State Specification PTH-02ALKYD.
C. Retroreflectivity of the thermoplastic traffic stripes and pavement markings shall conform to the requirements in ASTM Designation: D 6359-99. White thermoplastic traffic stripes and pavement markings shall have a minimum initial retroreflectivity of 250 mcd m-2 lx-1. Yellow thermoplastic traffic stripes and pavement markings shall have a minimum initial retroreflectivity of 150 mcd m-2 lx-1.
D. Thermoplastic material shall be white, unless otherwise shown on the plans.
2.3 GLASS BEADS
A. Glass beads to be applied to surface of the paint and thermoplastic shall conform to the requirements of State Specification 8010-11E-22 (Type II).
2.4 PAVEMENT MARKERS AND ADHESIVES
A. Pavement markers shall conform to Section 81-3, "Pavement Markers," of the Caltrans Standard Specifications, as specified herein, and in the Special Provisions.
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B. Fire Hydrant markers shall be two-way, reflective blue markers.
C. Adhesive for pavement markers shall be Rapid Set Type epoxy conforming to Section 95-2.04 of the Caltrans Standard Specifications or hot melt bituminous adhesive conforming to Section 81-3 of the Caltrans Standard Specifications.
2.5 TEMPORARY PAVEMENT DELINEATION
A. Temporary Pavement Delineation shall conform to Section 12-6, "Temporary Pavement Delineation," and Section 84-2, "Traffic Stripes and Pavement Markings", of the Caltrans Standard Specifications.
2.6 SIGNAGE
A. Signage shall conform to Section 56 of the Caltrans Standard Specifications and Volume 1, Section 1-A of the City Traffic Design Standards.
PART 3 EXECUTION
3.1 LAYOUT
A. The Contractor shall furnish the necessary control points for all striping, painting and markings and shall be responsible for the completeness and accuracy thereof to the satisfaction of the Engineer.
B. The Contractor shall perform all layout, alignment, and spotting for traffic stripes and markings. Traffic striping shall match the striping prior to the treatment except as shown on the plans or directed by the engineer. When indicated on the plans, striping and marking shall not vary by more than 2 inches in 50 feet from the alignment shown on the plans. Where markings will match existing markings, striping and marking shall not vary by more than 2 inches in 50 feet from the existing markings. The dimensional details of the stripes and markings shall conform to the provisions set forth in the Traffic Manual and Maintenance Manual available for Caltrans.
C. Cat tracks shall consist of spots of paint not more than 3 inches in width and not more than 5 feet apart along the alignment of the stripe. Paint for the cat tracks shall be the same as that for the intended stripe. Paint for the dribble lines shall be neutral color obtained by mixing approximately two parts white paint with one-part black paint.
D. Existing stripes and markings shall be removed prior to painting new ones, but in no case shall any section of street be left without the proper striping for more than 24 hours, or over weekends or holidays.
E. NO STRIPING SHALL BE INSTALLED UNTIL THE LAYOUT AND
SPOTTING HAVE BEEN SPECIFICALLY APPROVED BY THE ENGINEER.
Allow 3 working days for approval.
3.2 TRAFFIC PAINT AND GLASS BEADS
A. Traffic markings shall be placed in conformance with the provisions in Section 84, "Pavement Markings," of the Standard Specifications, per Volume 1, Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-103 Project No. C9416
Section 2-A through 2-D, and 2-G of the City Traffic Design Standards, and these special provisions.
B. All lines stop bars and crosswalks to be painted on street surfaces shall be thermoplastic material Pavement markings of test symbols and arrows shall be formed per Caltrans Standards and shall be thermoplastic material.
C. Thermoplastic traffic stripes (traffic lines) and pavement markings shall be applied in conformance with the provisions in Section 84, "Markings" of the Caltrans Standard Specifications and these special provisions.
D. Thermoplastic material for traffic stripes shall be applied at a minimum rate of
0.20-lb/ft. The minimum application rate is based on a solid stripe of 4 inches in width.
E. All new surfaces shall have the traffic paint applied in two applications in accordance with Section 84-3 of the Caltrans Standard Specifications. The first or priming coat shall be in light applications without glass beads to seal the pavement. The first coat shall be dry before application of the second coat.
F. All striping and marking shall be laid out by the Contractor and field reviewed by the City prior to final placement of the Thermoplastic material. Failure to obtain this field review shall be basis for rejection of the work by the City. Any work rejected shall be completely removed, the surface of the pavement restored to the satisfaction of the City, and new striping and marking placed at the Contractor’s expense.
G. Restriping except where indicated on the drawings, shall coincide with the original painting and shall be applied in one application in accordance with Section 84-3 of the Caltrans Standard Specifications.
H. Striping for 24" bars, 12" stop bars, and crosswalk lines shall coincide with the original painting except where indicated otherwise on the plans and shall be installed using Thermoplastic material. Stop bars shall be installed behind the pedestrian path of travel.
I. The pavement markings of the legend (text) and symbols (arrows) shall be furnished and installed, and shall coincide with the original painting except where indicated otherwise on the plans and shall be installed using Thermoplastic material.
J. Where striping joins existing striping, as shown on the plans, the Contractor shall begin and end the transition from the existing striping pattern or from the new striping pattern a sufficient distance to ensure continuity of the striping pattern.
K. All surfaces shall be clean and dry prior to installation. Ample time shall be allowed between placement of the asphalt pavement and the initial application. There shall be a minimum drying time between applications of approximately 20 minutes.
L. Glass beads shall be placed on all traffic stripes (except black stripes) and pavement markings except for the first or priming coat on new asphalt Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-104 Project No. C9416
surfaces. All glass beads shall be applied directly to the wet traffic paint with a method that provides uniform distribution.
M. Striping shall not be applied at temperatures below 50° F or if pavement surfaces are wet.
N. Thermoplastic traffic stripes and pavement markings shall be free of runs, bubbles, craters, drag marks, stretch marks, and debris.
O. All painted pavement markings shall be clean and sharp as to dimensions.
Ragged ends of segment or fogginess along the sides shall not be permitted.
P. The alignment of all striping shall be accurately laid out. Lines which have a wavy appearance shall be removed and replaced by the Contractor at its expense.
3.3 THERMOPLASTIC MATERIAL AND GLASS BEADS
A. Thermoplastic material and glass beads shall be applied in accordance with Caltrans Standard Specifications Section 84-2.04. Minimum application thickness shall be 0.1- inch for traffic stripes and 0.15-inch for pavement markings.
3.4 REMOVAL OF STRIPING, MARKERS AND MARKINGS
A. All stripes and pavement markings not in conformance with the proposed striping plan shall be removed by grinding or sandblasting. Black paint will not be allowed unless specifically indicated on the drawings. All thermoplastic material and raised pavement markers shall be removed prior to slurry seal operations.
3.5 PAINTED CURBS
A. All the painted curbs (by color) shall comply with Section 84-3 "Painted Traffic Stripes and Pavement Markings" of the State Standard Specifications. The painted curbs (by color) shall have "“SC ★PD” stenciled in white where shown on the plans.
B. Payment for replacement of painted address number at curb removed due to improvements shall be included in the price paid for other items and no separate payment shall be made therefor.
3.6 PAVEMENT MARKERS
A. Pavement markers shall be placed in conformance with the provisions in Section 81-3, "Markers," of the Standard Specifications, per Volume 1, Section 2-E of the City Traffic Design Standards, and these special provisions.
B. All surfaces shall be clean and dry prior to application of the markers.
C. Installation of pavement markers shall conform to the requirements of Section 85-1.06 of the Caltrans Standard Specifications.
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D. Blue reflective pavement markers shall be furnished and installed at the street centerline to mark the location of each existing fire hydrant.
E. Yellow raised reflective pavement markers shall be installed on the top of curb at island noses; minimum of four per nose maximum spacing four foot on center per City STD. 721.
F. The adhesive material used in the installation of pavement markers will cause severe dermatitis if it is allowed to come in contact with the skin or eyes. Use gloves and protective creams on the hands. Should this material contact skin, wash thoroughly with soap and water. Do not attempt to remove this material from the skin with solvents. If any adhesive material gets into the eyes, flush for 10 minutes with water and secure immediate medical attention.
3.7 TEMPORARY MARKING
A. Temporary Pavement markings shall be placed in conformance with the provisions in Section 84, "Markings," of the Standard Specifications, per the City Design Guidelines, and these special provisions.
B. Temporary pavement delineation shall be furnished, placed, maintained, and removed in conformance with the provisions in Section 12-3.01, "General," of the State Standard Specifications and these special provisions. Nothing in these special provisions shall be construed as reducing the minimum standards specified in the California MUTCD or as relieving the Contractor from the responsibilities specified in Section 7-1.04, "Public Safety," of the State Standard Specifications.
C. Whenever the work causes obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall be provided at all times for traveled ways open to public traffic.
D. All work necessary, including any required lines or marks, to establish the alignment of temporary pavement delineation shall be performed by the Contractor. Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material. Temporary pavement delineation shall not be applied over existing pavement delineation or other temporary pavement delineation. Temporary pavement delineation shall be maintained until superseded or replaced with a new pattern of temporary pavement delineation or permanent pavement delineation.
E. Temporary pavement markers and removable traffic type tape which conflicts with a new traffic pattern or which is applied to the final layer of surfacing or existing pavement to remain in place shall be removed when no longer required for the direction of public traffic, as determined by the Engineer.
F. Whenever lane lines and centerlines are obliterated, the minimum lane line and centerline delineation to be provided shall be temporary reflective raised pavement markers placed at longitudinal intervals of not more than 15 feet.
The temporary reflective raised pavement markers shall be the same color as the lane line or centerline the markers replace.
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G. Temporary reflective raised pavement markers shall be placed in accordance with the manufacturer's instructions and shall be cemented to the surfacing with the adhesive recommended by the manufacturer, except epoxy adhesive shall not be used to place pavement markers in areas where removal of the markers will be required.
H. Temporary lane line or centerline delineation consisting entirely of temporary reflective raised pavement markers placed on longitudinal intervals of not more than 24 feet shall be used on lanes opened to public traffic for a maximum of 14 days. Prior to the end of the 14 days the permanent pavement delineation shall be placed. If the permanent pavement delineation is not placed within the 14 days, the Contractor shall provide, at his/her expense, additional temporary pavement delineation. The additional temporary pavement delineation to be provided shall be equivalent to the pattern specified for the permanent pavement delineation for the area, as determined by the Engineer.
3.8 SIGNAGE
A. Signage installation shall conform to Section 56 of the Caltrans Standard Specifications. In addition, Contractor shall reference City signage standards for post, foundation, and sign.
END OF SECTION
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-107 Project No. C9416
SECTION 333600 – GROUT
PART 1 GENERAL
1.1 THE REQUIREMENT
A. The CONTRACTOR shall provide all materials, equipment, and labor necessary to furnish and place grout and shall form, mix, place, cure, repair, finish, and do all other work as necessary to produce finished grout as shown on the Drawings and as specified herein.
B. The following types of grout shall be covered in this Section:
1. Non-Shrink Grout: Non-Shrink grout is to be used unless another type is specifically referenced or as shown on the Drawings.
2. Epoxy Grout
3. Cement Grout
4. Flowable Cement Grout
5. Low Viscosity (Permeation) Grout and Fast Setting Injected Grout
6. Polymer Grout
7. Neat Cement Grout
1.2 RELATED WORK SPECIFIED ELSEWHERE
A. Section 013300 – Contractor Submittals
B. Section 015600 – Protection of Existing Facilities
C. Section 332315 – Excavation and Backfill
D. Section 333400 – Storm Drainage Utilities
E. Division 1 – General Requirements.
1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. Commercial Standards:
ASTM C109 Test Method for Compressive Strength of
Hydraulic Cement Mortars (Using 2-In. or 50-
mm Cube Specimens).
ASTM C531 Test Method for Linear Shrinkage and
Coefficient of Thermal Expansion of
Chemical-Resistant Mortars, Grouts, and
Monolithic Surfacings.
ASTM C579 Test Methods for Compressive Strength of
Chemical- Resistant Mortars, Grouts, and
Monolithic Surfacings.
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-108 Project No. C9416
ASTM C827 Test Method for Change in Height of Early
Ages of Cylindrical Specimens from
Cementitious Mixtures.
ASTM D696 Test Method for Coefficient of Linear
Thermal Expansion of Plastics.
CRD-C 621 Corps of Engineers Specification for Non-shrink Grout.
1.4 CONTRACTOR SUBMITTALS
A. Certificates of Compliance: Certificates of Compliance shall be provided for all products and materials proposed to be used under this Section.
PART 2 PRODUCTS
2.1 PREPACKAGED GROUTS
A. Non-Shrink Grout:
1. Non-shrink grout shall be a prepackaged, inorganic, non-gas-liberating, non- metallic, cement-based grout requiring only the addition of water.
Manufacturer's instructions shall be printed on each bag or other container in which the materials are packaged. The specific formulation for each class of non-shrink grout specified herein shall be that recommended by the manufacturer for the particular application.
2. Class A non-shrink grouts shall have a minimum 28-day compressive strength of 5,000 psi; shall have no shrinkage (zero percent) and a maximum 4.0 percent expansion in the plastic state when tested in accordance with ASTM C 827; and shall have no shrinkage (zero percent) and a maximum of 0.2-percent expansion in the hardened state when tested in accordance with CRD C 621.
3. Class B non-shrink grouts shall have a minimum 28-day compressive strength of 5,000 psi and shall meet the requirements of CRD C 621.
4. Application:
a. Class A non-shrink grout shall be used for the repair of all holes and defects in concrete members which are water bearing or in contact with soil or other fill material, grouting under all equipment base plates, and at all locations where grout is specified; except, for those applications for Class B non-shrink grout and epoxy grout specified herein. Class A non-shrink grout may be used in place of Class B non-shrink grout for all applications. Apply Class A grout to annular spaces, specifically where PVC sanitary sewer connects to pre-cast manholes.
b. Class B non-shrink grout shall be used for the repair of all holes and defects in concrete members which are not water-bearing Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-109 Project No. C9416
and not in contact with soil or other fill material.
B. Epoxy Grout:
1. Epoxy grout shall be a pourable, non-shrink, 100-percent solids system.
The epoxy grout system shall have 3 components: resin, hardener, and specially blended aggregate, all premeasured and prepackaged. The resin component shall not contain any non-reactive diluents. Resins containing butyl glycidyl ether (BGE) or other highly volatile and hazardous reactive diluents are not acceptable. Variation of component ratios is not permitted unless specifically recommended by the manufacturer. Manufacturer's instructions shall be printed on each container in which the materials are packaged.
2. The chemical formulation of the epoxy grout shall be that recommended by the manufacturer for the particular application.
3. The mixed epoxy grout system shall have a minimum working life of 45 minutes at 75 degrees F.
4. The epoxy grout shall develop a compressive strength of 5,000 psi in 24 hours and 10,000 psi in 7 days when tested in accordance with ASTM C 579, Method
B. There shall be no shrinkage (zero percent) and a maximum 4.0 percent expansion when tested in accordance with ASTM C 827.
5. Application: Epoxy grout shall be used to embed all anchor bolts and reinforcing steel required to be set in grout, and for all other specified applications.
2.2 CEMENT GROUT
A. Cement Grout: Cement grout shall be composed of one part cement, 3 parts sand, and the minimum amount of water necessary to obtain the desired consistency. Where needed to match the color of adjacent concrete, white portland cement shall be blended with regular cement as needed. The minimum compressive strength at 28 days shall be 4,000 psi.
B. Cement shall be as specified in Section 02537, “Precast Concrete Manholes.” C. Cement Grout shall not be used as Contact Grout for filling voids created during a tunnel or shaft excavation.
2.3 FLOWABLE CEMENT GROUT
A. Flowable Cement Grout: Minimum penetration resistance of 10 psi in 24 hours when tested in accordance with ASTM C403 and a 28-day unconfined compressive strength of 45-165 psi.
B. Application:
1. Void spaces between the earth and the casing pipe.
2. Interstitial space between the casing pipe and carrier pipe.
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2.4 LOW VISCOSITY (PERMEATION) GROUT AND FAST SETTING INJECTED GROUT A. Low viscosity grout shall be injected to provide stabilization for the following conditions:
1. Stabilize existing utility pipelines during trenching and excavation activities to prevent destabilization of materials when exposed in vertical excavations.
2. Stabilize materials that would be subject to vibration densification during nearby sheet pile driving or construction activity.
3. Prevent porous and permeable materials from transmitting perched groundwater into project excavations.
B. The low viscosity grout shall consist of Portland cement, water and fluidizer additives.
C. Grouting should completely bind the granular material into a single coherent grouted mass (grouted prism).
D. Grout batch records shall include time of mix, amount and type of components used, and anticipated set times.
E. Fast Setting Injected Grout shall be used in establishing bulkheads to limit the spread/flow of low viscosity grout. Mix according to the following proportions:
1. Component A:
a. Portland Cement Type I-II 8 sacks @ 94 lbs. per sack b. Bentonite suspending agent 0-50 lbs.
c. PGA expansion agent 0-3 lbs.
2. Component B:
a. Sodium silicate 40 gallons
b. Water
2.5 NEAT CEMENT GROUT
A. Application: Use for dewatering well abandonment.
B. Mix according to the following ratio:
1. 94 lbs. Portland Type II cement.
2. 5 gallons clean water.
3. Up to 5% bentonite powder or chips.
2.6 PRESSURE GROUTING EQUIPMENT
A. Pressure grouting equipment shall include a mixer and holdover agitator tanks.
Gages shall be provided to indicate pressure used. The mixer shall be provided with a meter capable of indicating to one-tenth of a cubic foot the volume of grout used. The grout pump shall be capable of pumping low viscosity grout.
2.7 CONSISTENCY
A. The consistency of grouts shall be that necessary to completely fill the space to Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-111 Project No. C9416
be grouted for the particular application. Dry pack consistency is such that the grout is plastic and moldable but will not flow. Where "dry pack" is specified, it shall mean a grout of that consistency; the type of grout to be used shall be as specified herein for the particular application.
2.8 MEASUREMENT OF INGREDIENTS
A. Measurements for cement grout shall be made accurately by volume using appropriate containers. Shovel measurement will not be allowed.
B. Prepackaged grouts shall have ingredients measured by means recommended by the manufacturer.
PART 3 EXECUTION
3.1 GENERAL
A. All surface preparation, curing, and protection of cement grout shall be as specified in Section 334000, “Storm Drainage Utilities”. The finish of the grout surface shall match that of the adjacent concrete.
B. The manufacturer of Class A non-shrink grout and epoxy grout shall provide onsite technical assistance upon request.
C. All mixing, surface preparation, handling, placing, consolidation and other means of execution for prepackaged grouts shall be done according to the printed instructions and recommendations of the manufacturer.
3.2 CONSOLIDATION
A. Grout shall be placed in such a manner, for the consistency necessary for each application, so as to assure that the space to be grouted is completely filled.
3.3 APPLICATION
A. Prior to placement of any subsurface grout, Contractor shall notify USA to mark subscribing subsurface utilities in the vicinity of planned excavations and grouting. Use project drawings and make detailed site inspections to locate existing subsurface utilities prior to beginning grouting/excavation operations.
B. Grouting is to be done prior to shoring installation and prior to any dewatering.
C. Grout mix shall be designed and injected at pressures that will not damage adjacent utilities. No heave of ground surface shall be allowed and all existing utilities, pipelines, and structures shall be protected from damage during application and curing of grout. Install temporary elevation benchmarks in grouting areas and at suitable distances outside of grouting areas to provide reference checks against existing elevations. Monitor elevations of existing improvements including utilities during all grouting operations and maintain daily logs of cumulative changes in benchmark elevations.
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D. Provide constant monitoring of existing gravity utilities to verify no inflow of grout during grout pumping operations. Immediately cease grout pumping if intrusion occurs. Contractor is responsible to remove grout from any affected utilities.
E. Notify the City immediately if elevation changes greater than 0.25-inches occur and immediately cease all work in and around the affected area. Revise and resubmit grouting plan for review by the Engineer prior to continuation of work in the affected area.
F. Pump grout through grout injection casings until grout returns are noted in the next adjacent pre-drilled/drive grout injection casing.
G. Coordinate grout injection pressures (always to be less than pressures that could damage existing utilities), grout fluidity/set times and grout injection casing layout dimensions.
H. Maintain daily log of grouting operations including grout injection casing number, location, grouting pressure and rate, stage depth and grout quantity and batch used.
I. Samples shall be taken from each batch mixed and properly identified, stored and tested to verify that compressive strength is with specified range.
J. During and upon completion of grouting, the work area shall be cleaned and restored to original condition including adequate disposal of all generated waste and wastewater.
K. Repair the top of each grout injection hole to match existing pavement grade.
END OF SECTION
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-113 Project No. C9416
SECTION 334000 – STORM DRAINAGE UTILITIES
PART 1 - GENERAL
1.1 WORK INCLUDED
A. Work may include construction, modification, removal, and/or installation of storm drain pipes, storm drain manholes, catch basins, drop inlets, storm drain structures, junction boxes, gutter drains, and appurtenances in accordance with the requirements of the Contract Documents.
1.2 REFERENCE STANDARDS
A. American Concrete Institute (ACI)
ACI 318 Building Code Requirements for Structural Concrete.
B. American Society for Testing and Materials (ASTM International): ASTM A36/A36M-08 Standard Specification for Carbon Structural Steel ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete
Reinforcement
ASTM C33 Standard Specification for Concrete Aggregates ASTM C76-13 Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer
Pipe.
ASTM C150 Standard Specification for Portland Cement
ASTM C361-12 Standard Specification for Reinforced Concrete Low Head Pressure Pipe.
ASTM D2241-09 Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe
(SDR Series)
ASTM D2244-11 Standard Practice for Calculation of Color Tolerances and Color Differences
from Instrumentally Measured
Color Coordinates
ASTM D2672 -96a(2009) Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement
ASTM D3139-98(2011) Standard Specification for Joints for Plastic Pressure Pipes Using Flexible
Elastomeric Seals
ASTM D 3350-12 Standard Specification for Polyethylene
Plastics Pipe and Fittings
Materials
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C. State of California Department of Transportation Standard Specifications (SS):
Section 52 Reinforcement
Subsection 52-1.02 Materials
Section 65
Concrete Pipes
Subsection 65-2.02EJoints
Subsection 65-2.03DLaying Pipe
Section 66 Corrugated Metal Pipe
Subsection 66-1.02FCorrugated
Aluminum Pipe
Subsection 66-1.03 Construction
Section 68
Subsurface Drains
Subsection 68-2.02FPermeable Material
Section 70 Miscellaneous Drainage Facilities
Section 73
Concrete Curbs And Sidewalks
Subsection 73-1.03 Construction
Section 75 Miscellaneous Metal
Subsection 75-1.02BFrames, Grates,
and Covers
Section 90
Concrete
Subsection 90-1.03BCuring Concrete
Subsection 90-2Minor Concrete
1.3 QUALITY ASSURANCE
To validate that specified final elevations have been provided, the Contractor shall provide to the City applicable grade certificates. No separate payment will be made for providing such certification; all cost therefore shall be included in the payment for various work item(s) requiring certification.
1.4 CONTRACTOR SUBMITTALS
A. Certificates of Compliance: Certificates of Compliance shall be provided for all products and materials proposed to be used under this Section.
B. Submittals shall be in accordance with Section 013300, Contractor Submittals.
C. Complete data on pipe, fittings, linings, coatings, and manufacturer's installation instructions.
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D. Test data on tests performed shall be provided as requested by the Engineer.
E. The Contractor shall furnish the results of all tests as specified in ASTM C76 and as indicated herein.
PART 2 - PRODUCTS
2.1 CONCRETE
Minor Concrete: Conform to SS Section 90 and Subsection 90-2 unless shown otherwise on Drawings. Portland cement Type II Modified shall be in conformance with ASTM C150.
2.2 CEMENT MORTAR
Cement mortar composed of 1 part Portland Cement and 2 parts sand by volume shall conform to SS Section 65-2.02E, "Joints”.
2.3 PRECAST CONCRETE MANHOLES
Precast storm drain manholes shall conform to SS Section 70, "Miscellaneous Drainage Facilities" and City of San Carlos Standard Detail No.11. Steps or rungs shall not be allowed in manholes. Storm drain precast manhole sections shall be jointed by sealing compounds like "RAM-NEK" or "ADEKA ULTRA SEAL". Grout used for the manhole shall be as specified in Section 333600, "Grout." Manhole base shall be Cast-In-Place unless specifically indicated in the contract documents and drawings or directed by the City Engineer. Concrete for manhole base shall be 6sack with a 4,000 psi rating.
Cement used in manufacturing the sections for storm drain manholes shall be Type V portland cement as specified in ASTM C 150.
Manhole Seals: The Contractor shall provide external joint seals and riser seals for all manholes, in addition to the preformed plastic sealing gaskets used between each barrel, cone or grade ring section. External joint seals for the barrel and cone sections shall be an external rubber sleeve, Infi-Shield Seal Wrap, or equal. The seal shall be made of ethylene propylene diene monomer (EPDM) rubber with a maximum thickness of 60 mils. Each unit shall have a 2-inch wide mastic strip on the top and bottom edge of the rubber wrap. The mastic shall be non-hardening butyl rubber sealant, with a minimum thickness of 1/4 inch. The seal shall be designed to prevent leakage of water into the manhole.
2.4 MANHOLE FRAMES AND COVERS
Manhole frames and covers shall be Phoenix Model P-1090, as manufactured by Phoenix Iron Works, Second and Castro Streets, Oakland, California 94604, or Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-116 Project No. C9416
approved equal, and stamped "STORM DRAIN, and shall conform to the City of San Carlos Standards.
2.5 REINFORCING BAR
Reinforcing bars shall be Grade 60 in conformance with ASTM A615, SS Section 52-1.02, "Materials", and ACI 318.
2.6 CATCH BASIN FRAMES AND GRATES
Frames and grates for catch basins shall be fabricated from structural steel conforming to ASTM A36, galvanized, and in accordance with SS Section 751.02B, "Frames, Grates, and Covers", and in accordance with City of San Carlos Standard Details.
2.7 PRECAST CATCH BASINS AND DROP INLETS
A. For alternate construction, Contractor may use precast drainage box like "CHRISTY" U43, or "SANTA ROSA" Type G0, or approved equal.
B. Inlets within bioretention shall be Jensen Precast or approved equal.
Frames and grates for storm drain inlets shall be bold-able to frame. Frame and grate shall e of the same manufacturer as the pre-cast inlet and shall be hot-dip galvanized after fabrication.
a. Precast storm drain inlets shall be constructed using Type II or Type V cement.
C. Precast storm drain inlets frame and grate shall be in conformance with:
a. Frames and grates for storm water inlets shall be heavy duty (HS-20 Traffic Loading) in vehicle traffic areas and light duty for non-traffic areas. Grate shall be boltable to frame, ADA-approved, designed for bicycle use and hotdip galvanized after fabrication. Frame and grate or cover plate shall be of the same manufacturer as the pre-cast inlet and shall be hot-dip galvanized after fabrication.
b. Frames and grates for side opening field storm water inlets shall be light duty grate and shall be bolted to frame, hot dipped galvanized after fabrication.
D. All inlets shall have a “Drains to Creek” metal marker applied to the top of the inlet.
2.8 PLASTIC PIPE
C. Polyvinyl chloride (PVC) of 12” and above and classifications shown on the plans and shall conform to applicable requirements of ASTM D 2241, ASTM D 2672, and ASTM D 3139.
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-117 Project No. C9416
Plastic pipe shall be PVC C900 Class 150.
D. Solid wall polyvinyl chloride (PVC) pipe and fittings for sizes 4-inch through 10- inch shall meet the requirements of ASTM D3034, SDR 26, cell classification 12454-B or 12454-C.
E. Plastic underdrain for the bioretention areas shall be smooth perforated polyvinyl chloride (PVC) pipe and fittings for sizes 4-inch through 10-inch shall meet the requirements of ASTM D3034, SDR 35, cell classification 12454-B or 12454-C
Each pipe and fitting shall be marked at the plant. Marking shall include size or diameter and class of pipe or fittings, manufacturer’s identification, and date of manufacture, plus other information required for each type of pipe.
2.9 WARNING TAPE AND TRACER WIRE:
Installation shall be in accordance with City Standard Drawings.
Warning Tape shall be 3-inch wide “Green” color for with an overall minimum thickness of 6 mil and a solid aluminum foil core with minimum thickness of 3 mil.
The solid foil core shall be encased between two clear layers of 100% virgin polypropylene or polyethylene film. Warning Tape shall be permanently printed on both sides with a repeating warning “Caution: STORM PIPE BELOW” at maximum interval of 2 feet. Warning Tape shall be placed 1 foot above the top of pipe.
Tracer wire shall be 8 AWG Solid Copper conductor with a 45 mil thick, high density, high molecular weight polyethylene (HDPE) insulation and rated for 600 volts. Insulation shall be RoHS compliant and utilize virgin grade material. Jacket shall be “Green” color for storm drain utilities application. Tracer wire should be placed in the same orientation to all installed pipe, and taped to the pipe using a spacer every 8-10 feet on top of the pipe.
2.10 PIPE BEDDING
Pipe bedding shall be place in accordance with City Technical Specifications and City Standard Drawing. Unless otherwise specified, pipe bedding for storm main shall be ¾” drain rock.
2.11 BACKFILL MATERIALS
A. Unless otherwise specified, trench backfill material and backfill requirements shall be as provided under City Technical Specifications and City Standard Drawings and Section 332315, "Excavation and Backfill”.
B. Initial backfill material for ground areas saturated by water shall be granular material, clean and free of clay, silt or organic matter, and shall be Class 1, Type B, conforming to the requirements of SS Section 68-2.02F, “Permeable Material".
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2.12 GUTTER DRAIN
A. Gutter Drain shall be placed in accordance with City Technical Specifications and City Standard Drawing Detail 33. Unless otherwise specified, gutter drain shall be 3” Cast-In-Place or PVC Schedule 40 Pipe.
PART 3 – EXECUTION
3.1 CATCH BASINS AND DROP INLETS
A. Catch basins and drop inlets shall be constructed or modified at the location and of the type indicated on the plans or as directed by the Engineer and shall be verified on the site by the Contractor.
B. Catch basins and drop inlets shall be concrete structures and shall be fitted with frames and grates, as shown on applicable City Standard Drawings for the specified type of structure.
C. Upon completion, in accordance with City Standards, curbs adjacent to the catch basin shall be labeled with "No Dumping, Flows to Ocean/Bay".
3.2 CONCRETE STRUCTURES
Concrete structures shall be either cast in place or precast units and shall be installed in conformance with Section SS 90-2, "Minor Concrete,". Concrete structures shall not be plastered.
3.3 STORM DRAIN MANHOLES
A. Manholes shall be constructed at the location and of the type indicated on the plans.
B. Manhole base shall be cast-in place. Manhole sections shall be precast concrete units conforming to Section 70-1.02H, "Precast Concrete Structures", of the State Specifications, and constructed in accordance with applicable City Standard Drawings.
C. Manhole frames and covers shall not be set to final grade until the pavement has been completed. Frame and cover shall be set and adjusted to grade after final paving. The street cut in asphalt concrete pavement shall be circular and paving around the manhole shall be in accordance with the Drawings. Openings in manholes shall be protected from construction loads, debris, and unauthorized entry.
D. Manhole sections shall be set so as to be vertical with sections in true alignment. The joint of the previously set section shall be clean and covered with preformed joint sealant before the next section is placed. The joint material shall Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-119 Project No. C9416
be installed in accordance with manufacturer's printed recommendations.
Vertical walls for storm drain junction structures shall not be segmented.
E. All manhole castings shall be raised to new grade by bricks, and mortar and/or PreCast Grade Rings in compliance with these specifications, as outlined for a new casting, after street paving has been replaced.
3.4 MATERIALS STORAGE
A. Store materials in a manner that will not be a hazard to traffic or to the public in general, will not obstruct access to adjacent property, or will not obstruct other contractors working in the area.
B. Store all rubber gaskets in a cool, well-ventilated place and do not expose to the direct rays of the sun. Do not allow contact with oils, fuels, petroleum, or solvents.
3.5 PIPE HANDLING AND TRANSPORTATION
A. During loading, transportation, unloading, storage, and laying, every precaution shall be taken to prevent damage to the pipe, linings, and coatings. Trucks, trailers, or railway cars used for transporting coated pipe shall be provided with bolsters between each layer of pipe curved to fit the outside of the pipe.
B. Lifting of pipe during unloading shall be done using two slings placed at the quarter points of the pipe sections. Pipe may be lifted into the trench using one sling near the center of the pipe, provided the pipe is guided to prevent uncontrolled swinging and no damage will result to the pipe or harm to the workmen. The slings shall bear uniformly against the pipe. When not being handled, the pipe shall be supported on timber cradles or on properly prepared ground, graded to eliminate all rock points and to provide uniform support along the full length. If any unit of pipe is, in the opinion of the Engineer, damaged beyond repair, it shall be removed from the site of the Work and replaced with another unit. Position slings away from joints.
C. Pipe and fittings shall not be stored on rocks or gravel, or other hard material that might damage the pipe or lining and coating. No pipe shall be allowed to rest on the bell end of the pipe or pipe joint. This shall include storage areas and along the pipe trench.
D. Heavy canvas or nylon slings of suitable strength shall be used for lifting and supporting materials; do not use chains or cables.
E. Each pipe and fitting shall be carefully inspected before installation. The interior and exterior shall be inspected, and all damaged areas patched in the field with material equal to the original. Any pipe or coating system that is, in the opinion of the Engineer, damaged beyond repair, shall not be used and shall be removed from the site. Clean ends of pipe thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean during and after installation.
F. Use proper implements, tools, and facilities for the safe and proper protection Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-120 Project No. C9416
and installation of the pipe. Carefully handle pipe in such a manner as to avoid any physical damage to the pipe. Do not drop or dump pipe into trenches under any circumstances.
3.6 PREPARATION OF TRENCH
A. Line and Grade for Main:
1. For pipelines intended to be straight, do not deviate more than 1/2 inch from line or 1/4 inch from grade, provided that finished pipeline will present a uniform bore, and such variation does not result in a level or reverse sloping invert, or less than minimum slope. Measure for grade at the pipe invert, not at the top of the pipe.
2. Grade the bottom of the trench by hand to the line and grade to which the pipe is to be laid, with proper allowance for pipe thickness and pipe base.
Remove hard spots that would prevent a uniform thickness of bedding.
Before laying each section of the pipe, check the grade with a straightedge and correct any irregularities found. The trench bottom shall form a continuous and uniform bearing and support for the pipe barrel between bell holes.
3. Bedding material under the pipe shall be compacted in 8-inch maximum lifts to the required minimum compacted required in Section 332315, "Excavation and Backfill." If, during pipe installation, a pipe section is found to be at an incorrect grade, the section shall be removed and the base regraded to the proper elevation.
B. Bell (Joint) Holes: At the location of each joint, dig bell (joint) holes of ample dimensions in the bottom of the trench and at the sides as required to permit the joint to be made properly, and to permit easy visual inspection of the entire joint and checking the gasket with a feeler gauge.
C. Removal of Water: The trench shall be kept dry until the pipe laying is completed and the pipe zone material is installed.
3.7 PREPARING PIPE FOR TRENCH
A. Inspect each pipe and fitting before the pipe and/or fitting is lowered into the trench.
B. Damaged portions of pipe, coating, or lining shall be cleaned and repaired by experienced personnel, so that the pipe is equal to the original. Manufacturer's recommendations for repairs shall be followed.
C. Wipe the joints of pipe, fittings, and appurtenances clean of all dirt, grease, and foreign matter before the pipe is lowered into trench.
D. Plug or close off pipes that are stubbed off for access structures (such as manholes) for connection by others with temporary, watertight plugs.
3.8 LAYING PIPE
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A. Pipe laying shall proceed upgrade, with spigot ends pointing in the direction of flow.
B. All pipe, fittings, and appurtenances shall be installed in accordance with the manufacturer's instructions and these Specifications.
C. No pipe shall be laid in water or when, in the opinion of the Engineer, trench conditions are unsuitable.
D. Joining Pipe: Assemble joint in accordance with manufacturer's instructions.
E. Prevent foreign material from entering the pipe while it is being placed in the trench. Remove all foreign material from the pipe and spigot area before the next pipe is placed. If the pipe laying crew cannot put the pipe into the trench and in place without getting earth into the pipe, the Engineer may require that snugly fitted, tightly woven, canvas bags be placed over each end before lowering the pipe. The bags shall be left in place until the connection is to be made to the adjacent pipe. During laying operations, keep debris, tools, clothing, or other materials out of the pipe.
F. Take all precautions necessary to prevent the "uplift" or floating of the line prior to completion of backfilling operations.
3.9 PIPE CONNECTION
A. Pipe connection to existing manhole shall be made in such a manner that the finish work conforms to the applicable requirements specified for new manholes, including all necessary concrete work, cutting and shaping.
B. No pipe ends shall protrude into the manhole or junction structure. No bell section of the pipe shall be placed into the manhole or junction structure wall.
C. Structure backfill and compaction shall be as specified in Section 332315, "Excavation and Backfill."
3.10 PERMISSIBLE DEFLECTION AT JOINTS
A. Deflection of pipe joints is not permitted without prior written approval of the Engineer. Where it is approved by the Engineer to deflect pipe from a straight line, either in the vertical or horizontal plane, do not exceed 50 percent of the amount of deflection recommended by the pipe or coupling manufacturer and as reviewed by the Engineer.
3.11 PIPE ZONE MATERIAL
A. Particular attention must be given to the area of the pipe zone from the flow line to the centerline of the pipe to ensure that firm support is obtained to prevent any lateral movement of the pipe during the final backfilling of the pipe zone.
3.12 STORM DRAIN CLEANING
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A. Prior to final acceptance remove all accumulated construction debris, rocks, gravel, sand, silt, and other foreign material from the system at or near the closest downstream manhole. If necessary, use mechanical rodding or bucketing equipment. The Contractor shall provide CCTV reports and videotape depicting the condition of the newly installed pipe.
B. Upon Engineer's final manhole-to-manhole (structure-to-structure) inspection of the system, if any foreign matter is still present in the system, re-flush and clean the sections and portions of the lines as required.
C. No separate or direct payment will be made for the work covered under this section of the specifications, and all costs in connection therewith will be considered a subsidiary obligation of the Contractor.
3.13 TESTING
A. The Contractor shall perform a video inspection of the piping system and shall furnish the City with a copy of the video.
B. The Contractor shall have all storm drain lines cleared by either mechanical or hydraulic balling before a video inspection is performed. A screen trap shall be installed at the downstream manhole of the line to be cleared to prevent debris from entering existing mains.
C. The Contractor shall pay for all associated testing costs.
D. All defects and leaks noted shall be corrected by the Contractor to the satisfaction of the Engineer, at no additional cost to the City.
3.14 ABANDONMENT OF STORM DRAIN PIPES AND MANHOLES
A. Twelve-inch (12") and larger storm drain pipes to be abandoned shall be plugged and filled with slurry mixture containing a minimum of two (2) sacks of Type II cement per cubic yard of mixture.
B. Filling with slurry shall be accomplished by pumping or gravity, and will be checked by comparing the volume of the pipe with the volume of mixture used. If the volume is more than 10 percent (10%) greater than the actual volume of slurry used, the Contractor shall excavate two (2) or more exploratory holes where directed by the Engineer, and shall do all work necessary to satisfactorily fill any encountered voids.
C. Ten-inch (10") and smaller pipes to be abandoned shall be plugged at both ends with a mortar plug not less than twelve inches (12") in length.
D. Manholes to be abandoned shall have their cones removed, backfilled with slurry, or native material compacted to ninety-five percent (95%) relative compaction. Frames and covers not to be reused shall be delivered to the City.
END OF SECTION
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-123 Project No. C9416
SECTION 344000 - TRANSPORTATION SIGNALING AND CONTROL EQUIPMENT PART 1 - GENERAL
1.1 WORK INCLUDED
A. The work shall consist of installing new Rectangular Rapid Flashing Beacon (RRFB) assemblies at the locations shown on the Plans. The work required to install RRFB assemblies shall include furnishing and installing RRFBs, poles, foundations, signs, solar panel assemblies, solar engine assemblies, conduits, and conductors, and performing necessary fence, sidewalk, and curb and gutter restoration. RRFB work shall conform to City standards and the Current Year Caltrans Standard Plans (CSP) and Standard Specifications (CSS).
1.2 SUBMITTALS
A. Submit product cut sheets for Engineer approval.
PART 2 – PRODUCTS
A. The work shall consist of installing new Rectangular Rapid Flashing Beacon (RRFB) assemblies at the locations shown on the Plans. The work required to install RRFB assemblies shall include furnishing and installing RRFBs, poles, foundations, signs, solar panel assemblies, solar engine assemblies, conduits, and conductors, and performing necessary fence, sidewalk, and curb and gutter restoration. RRFB work shall conform to City standards and the Current Year Caltrans Standard Plans (CSP) and Standard Specifications (CSS). 2 complete crosswalk sign units. One unit shall be located on each side of the roadway as shown ON the plans. Each unit shall be a complete assembly including pole controller, battery, radio, solar B. The bar indicator shall be double-sided 12-Inch Amber LED beacons that consists of total of 6 rectangular beacons, 2 on each side and 1 at each end.
C. The R1-5 sign shall be installed per plan and in size of 18” X 18”. All signs shall meet the CA MUTCD, Standard Highway Sign Specifications, 2012 Supplement and be made of retro-reflective Yellow-Green sheeting.
D. National Electrical Manufacturers Association (NEMA) Enclosure for required battery pack and timers if required to meet the necessary power consumption recommendations of the system by the manufacturer. It shall provide a degree of protection again corrosion, windblown dust and rain and splashing water.
E. Radio control, or other non-hardwire solution, to activate corresponding crosswalk sign warning systems at the same crossing location Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-124 Project No. C9416
F. One Wave Motion Activated Assembly for each unit including R62E sign in accordance to Caltrans Standard Plans and Specifications to activate the crosswalk sign warning system – No Audible Element is required on the motion activated assemblies
G. Three-year warranty for the entire system
H. Each crosswalk sign warning system shall be installed as shown in the plans and as required in these Special Provisions. The crosswalk sign warning systems shall be capable of flashing in unison from actuation of any of the motion activated assemblies at the crossing location. The 12-Inch Amber LEDs and the embedded sign LEDs must all flash in unison when activated by a user. The crosswalk sign warning system shall be activated by the radio method. Hardwire solutions between systems will not be accepted as a method to activate the warning systems. The Rapid Flashing Beacon Warning Systems shall also be programmable by the City to adjust the Flash Rate of the system.
EQUIPMENT/OPERATION. The crosswalk sign warning Systems shall comply with the following:
On/Off Timer Option: Each unit shall be normally dark. The crosswalk sign system shall initiate operation only upon pedestrian
actuation and cease operation at a predetermined time
after actuation. The system shall be able to operate 24 hours/day.
LED Dimming: Each system shall include an Automatic Dimming Feature that LED Dimming Feature that allows the LED
intensity to adjust to ambient light conditions. The
Automatic Dimming Feature should operate
seamlessly between the 12-inch amber LED beacons
and amber LED-embeded signs. Dimming shall not be
allowed during dawn to dusk hours.
Radio Control Actuation: Each system shall be capable of activating corresponding systems at the same location once
activated by a user through the pedestrian motion
activated assembly. A non-hardwire solution is required between systems either through radio control, spread
spectrum, or Bluetooth up to 1000 feet. Trenching or
boring will not be permitted. A minimum of 4 unique
system addresses shall be available with each system
to avoid unintended actuation of systems at adjacent
intersections.
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-125 Project No. C9416
Power Management: A complete crosswalk sign System shall be capable of operating a minimum of 350 actuations per day
assuming a 20 second actuation period. The system
should be capable of supporting the activation of the
double-sided 12-inch amber LED beacons and the
pedestrian pushbuttons for a minimum of 30 continuous
days without charging or sunlight.
Activation Duration: The activation duration shall be programmable for each system and have a programmable range of 5- seconds
to 60-seconds.
LED Flash Pattern: The LED flash rate pattern shall be programmable for each system and shall have programmable options that
include the CA MUTCD compliant flash pattern.
Pole Mounting 12-Inch Amber LEDs: Amber LEDs shall be mounted as shown on the plans and required in these Special Provisions.
Solar Panels and Battery Systems: Solar panels and batteries as necessary to support the Power Management requirements of these
specifications shall be specified by the manufacturer.
Solar Panels with batteries shall be in a seamless
enclosure. The battery system shall have minimum
battery life of 5 years. The solar panel shall be
warranted for 20 years.
Part 3 – EXECUTION
A. Installation
1. Install RRFB per Manufacturer’s instructions, City Standard Specifications, and Caltrans Standard Specifications.
B. TRAFFIC SIGNAL PEDESTRIAN UPGRADES
1. Traffic Signal Pedestrian Upgrades shall conform to the provisions in Section 87 “Electrical Systems” of the 2023 Standard Specifications and these Special Provisions.
END OF SECTION
Technical Specifications 2025 Annual Street Resurfacing Pavement Project Page TP-126 Project No. C9416
This Page Intentionally Left Blank
LAUREL STREET 1 ELM STREET 1ELM STREET 2 WALNUT STREET 2 HOWARD AVENUE 1 LAUREL STREET 4 ST FRANCIS WAY 2ST FRANCIS WAY 1 MELENDY DRIVE REGENT COURT PARK AVENUE AREA 1 AREA 3 AREA 4 AREA 2 AREA 5 CURTIS COURTBEVERLY DRIVE 2 DEVONSHIRE BOULEVARD 2 LESLIE COURT ALMA STREET ROSEWOOD AVENUE BIRCH AVENUE CHESTNUT STREET 2 CAMELOT COURT KNOLL DRIVE 2 SAN MIGUEL WAY MELENDY DRIVE & ROCKRIDGE ROAD STORM IMPROVEMENTS DETAILS 54 C3.0 ADA CURB RAMPS 55 C3.1 ADA CURB RAMPS 56 C3.2 ADA CURB RAMPS 57 C3.3 ADA CURB RAMPS 58 C3.4 ADA CURB RAMPS 59 C3.5 ADA CURB RAMPS 60 C3.6 ADA CURB RAMPS 61 C3.7 ADA CURB RAMPS 62 C3.8 ADA CURB RAMPS 63 C3.9 ADA CURB RAMPS 64 C3.10 ADA CURB RAMPS 65 C3.11 ADA CURB RAMPS 66 C3.12 ADA CURB RAMPS 67 C3.13 ADA CURB RAMPS 68 C3.14 ADA CURB RAMPS 69 C3.15 ADA CURB RAMPS 70 C3.16 ADA CURB RAMPS 71 C3.17 ADA CURB RAMPS 72 C3.18 ADA CURB RAMPS 73 C3.19 ADA CURB RAMPS 74 C3.20 CIVIL DETAILS 75 C3.21 CIVIL DETAILS 76 C3.22 CIVIL DETAILS ALMA STREET 08 C2.0 10+00 TO 14+75 AREA 3 09 C2.1 14+75 TO 16+87 AREA 3 BEVERLY DRIVE 2 10 C2.2 18+90 TO 23+35 AREA 1 BIRCH AVENUE 11 C2.3 10+00 TO 14+75 AREA 4 12 C2.4 10+00 TO 12+03 AREA 4 CAMELOT COURT 13 C2.5 10+00 TO 12+03 AREA 5 CHESTNUT STREET 2 14 C2.6 10+00 TO 14+50 AREA 4 15 C2.7 14+50 TO 18+21 AREA 4 CURTIS COURT 16 C2.8 10+00 TO 11+30 AREA 1 ELM STREET 1 17 C2.9 10+00 TO 15+50 AREA 4 18 C2.10 15+50 TO 24+50 AREA 4 ELM STREET 2 19 C2.11 10+75 TO 15+25 AREA 4 20 C2.12 15+25 TO 17+50 AREA 4 HOWARD AVENUE 1 21 C2.13 10+00 TO 14+00 AREA 4 KNOLL DRIVE 2 22 C2.14 10+00 TO 15+75 AREA 4 23 C2.15 15+75 TO 24+00 AREA 4 24 C2.16 24+00 TO 29+20 AREA 4 LAUREL STREET 4 25 C2.17 10+00 TO 15+50 AREA 5 26 C2.18 15+50 TO 25+09 AREA 5 27 C2.19 25+09 To 28+09 AREA 5 LESLIE COURT 28 C2.20 10+00 TO 11+17 AREA 2 PARK AVENUE 29 C2.21 10+00 TO 15+25 AREA 5 30 C2.22 15+25 TO 24+00 AREA 5 ROSEWOOD AVENUE 31 C2.23 10+00 TO 14+75 AREA 4 32 C2.24 14+75 TO 24+17 AREA 4 SAN MIGUEL WAY 33 C2.25 10+00 TO 12+54 AREA 4 ST FRANCIS WAY 1 34 C2.26 10+75 TO 16+50 AREA 5 35 C2.27 16+50 TO 27+75 AREA 5 36 C2.28 27+75 TO 38+75 AREA 5 37 C2.29 38+75 TO 40+50 AREA 5 INTERSECTION DETAILS 77 C4.0 INTERSECTION DETAILS 78 C4.1 CONSTRUCTION DETAILS 79 C4.2 CONSTRUCTION DETAILS 80 C4.3 CONSTRUCTION DETAILS 81 C4.4 CONSTRUCTION DETAILS 82 C4.5 SIGN AND STRIPING DETAIL 83 C4.6 SIGN AND STRIPING DETAIL BID ALTERNATE SITES ALTERNATE A: DEVONSHIRE BOULEVARD 2 44 C2.36 10+00 TO 14+50 AREA 1 45 C2.37 14+50 TO 25+79 AREA 1 ALTERNATE B: LAUREL STREET 1 46 C2.38 10+00 TO 15+00 AREA 3 47 C2.39 15+00 TO 23+50 AREA 3 ALTERNATE C: MELENDY DRIVE 48 C2.40 10+00 TO 15+00 AREA 2 49 C2.41 15+00 TO 24+00 AREA 2 50 C2.42 24+00 TO 33+25 AREA 2 51 C2.43 33+25 TO 43+50 AREA 2 ALTERNATE C: REGENT COURT 52 C2.44 10+00 TO 13+75 AREA 2 53 C2.45 13+75 TO 15+87 AREA 2 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA NNY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C1.0 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\01 TITLE SHEET.DWG 01 of 83 PLOTTED BY: DARREN CHOY 6/4/2025 6:42 PM TITLE SHEET CITY OF SAN CARLOS PROJECT NO. C9416 CITY OF SAN CARLOS SCALE 1"=1400' GENERAL 01 TITLE SHEET 03 C1.3 KEY MAP 04 C1.4 KEY MAP 05 C1.5 KEY MAP 06 C1.6 KEY MAP 07 C1.7 KEY MAP SHEET DESCRIPTION AREA STREET REPAIR SITES 02 C1.1 SITE MAP C1.0 --- --- AREA 1 AREA 2 AREA 3 AREA 4 AREA 5 PAGE SHEET AREA STREET REPAIR SITES SHEET INDEX DESCRIPTION CITY OF SAN CARLOS PROJECT NO. C9416 MON, M MONUMENT MW MONITORING WELL N NORTHING NTS NOT TO SCALE OC ON-CENTER OH OVERHEAD UTILITY LINE PB PACIFIC BELL PCC PORTLAND CEMENT CONCRETE PE POLYETHYLENE PG&E PACIFIC GAS & ELECTRIC PIP PROTECT IN PLACE PL PLASTIC POC POINT OF CONNECTION PT POINT PVC POLYVINYL CHLORIDE R RADIUS, RIGHT RC RELATIVE COMPACTION RCP REINFORCED CONCRETE PIPE REHAB REHABILITATION RT RIGHT R/W RIGHT OF WAY S SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE SDR STANDARD DIMENSION RATIO SFW SAN FRANCISCO WATER SL STATION LINE, STREET LIGHT SM SURVEY MARKER SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD SW SIDEWALK TC TOP OF CURB TEL TELEPHONE, TELECOM TFL THEORETICAL FLOW LINE TTC THEORETICAL TOP OF CURB TYP TYPICAL UT UTILITY VCP VITRIFIED CLAY PIPE W, WTR WATER WM WATER METER WV WATER VALVE WW WELDED WRAP AB AGGREGATE BASE AC ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE AT&T AMERICAN TELEPHONE & TELEGRAPH BC BEGIN CURVE, BOTTOM OF CURB BW BACK OF WALK C CURVE C&G CURB & GUTTER CDF CONTROLLED DENSITY FILL CI CAST IRON CL CENTERLINE CMP CORRUGATED METAL PIPE COM COMMUNICATION CONC CONCRETE CY CUBIC YARD DI DRAIN INLET DIFF DIFFERENCE IN ELEVATION BETWEEN NEW & EX DWY DRIVEWAY E ELECTRICAL, EASTING EC EDGE OF CONCRETE, END CURVE EP EDGE OF PAVEMENT EX EXISTING FDAC FULL DEPTH ASPHALT CONCRETE FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE FO FIBER OPTICS FS FIRE SERVICE FW FACE OF WALK G GAS GB GRADE BREAK GV GAS VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HV HIGH VOLTAGE HYD FIRE HYDRANT INV INVERT IRR IRRIGATION JP JOINT POLE L LEFT, LINE, LENGTH LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE MISC MISCELLANEOUS ABBREVIATIONS: 1. ALL MATERIAL AND WORKMANSHIP SHALL FULLY CONFORM WITH THE SPECIFICATIONS, STANDARDS, AND ORDINANCES OF THE CITY OF SAN CARLOS. STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE IN THE OFFICE OF THE CITY ENGINEER. 2. THE OFFICE OF PUBLIC WORKS INSPECTION SHALL BE NOTIFIED AT LEAST 72 HOURS IN ADVANCE OF ANY WORK. 3. EXISTING STRUCTURES, IMPROVEMENTS, UTILITIES AND FEATURES ARE SHOWN IN APPROXIMATE LOCATIONS AND ARE FOR REFERENCE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXISTENCE AND LOCATION OF ALL UTILITIES. THE UNDERGROUND CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CONTACT UNDERGROUND SERVICE ALERT AT 800-227-2600. 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE CITY ENGINEER. 5. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROLS & SHALL SUBMIT A TRAFFIC CONTROL PLAN 6. ALL EXISTING UTILITIES AND PRIVATE IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE CITY ENGINEER, AT CONTRACTOR'S SOLE EXPENSE. 7. EXISTING UTILITIES SHALL BE MAINTAINED IN SERVICE AND IN PLACE BY THE CONTRACTOR DURING CONSTRUCTION UNLESS OTHERWISE SHOWN. 8. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT JUST DURING NORMAL WORKING HOURS. 9. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING, BRACING OR SHEETING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL MAKE NECESSARY REPAIRS OR RECONSTRUCTION AT CONTRACTOR OWN EXPENSE. WHERE THE EXCAVATION FOR A CONDUIT TRENCH, AND/OR STRUCTURE IS FOUR FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING AND BRACING OR EQUIVALENT METHOD, FOR THE PROTECTION OF LIFE, OR LIMB, WHICH SHALL CONFORM TO THE APPLICABLE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS. 10. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. 11 . THE CONTRACTOR SHALL SUBMIT A RP (REFERENCE POINT) PLAN TO THE PUBLIC WORKS DIVISION THAT LOCATES ALL LOWERED MONUMENTS & UTILITY BOXES/ VAULTS/MANHOLES PRIOR TO PAVING OPERATIONS 12. ALL USA MARKINGS TO BE REMOVED AT END OF CONSTRUCTION. GENERAL NOTES: PAGE ST FRANCIS WAY 2 38 C2.30 10+00 TO 15+75 AREA 5 39 C2.31 15+75 TO 21+00 AREA 5 WALNUT STREET 2 40 C2.32 10+00 TO 15+75 AREA 4 41 C2.33 14+50 TO 16+28 AREA 4 WOODLAND AVENUE 42 C2.34 15+00 TO 20+50 AREA 4 43 C2.35 20+50 TO 27+11 AREA 4 2025 ANNUAL STREET RESURFACING PAVEMENT PROJECT 2025 ANNUAL STREET
RESURFACING PAVEMENT
AREA 1 AREA 3 AREA 4 AREA 2 AREA 5 LAUREL STREET 1 ELM STREET 1 ELM STREET 2 WALNUT STREET 2 HOWARD AVENUE 1 LAUREL STREET 4 ST FRANCIS WAY 2 ST FRANCIS WAY 1 MELENDY DRIVE REGENT COURT ROSEWOOD AVENUE PARK AVENUE ALMA STREET KNOLL DRIVE 2 DEVONSHIRE BOULEVARD BEVERLY DRIVE 2 BIRCH AVENUECAMELOT COURT CHESTNUT STREET 2 CURTIS COURT LESLIE COURT SAN MIGUEL WAY WOODLAND AVENUE MELENDY DRIVE & ROCKRIDGE ROAD STORM IMPROVEMENTS THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C1.1 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\02 SITE MAP.DWG 02 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM SITE MAP SITE MAP SCALE 1"=800' 2025 ANNUAL STREET
RESURFACING PAVEMENT
TITLE REVISION APPLIES
TO ALL SHEETS
MANZANITA AVENUE
CEDAR STREET
CHESTNUT STREET MANOR DRIVE
ALAMEDA DE LAS PULGAS
CORONADO AVENUE
BUCKLAND AVENUE
DARTMOUTH AVENUE SHELFORD AVENUE
EXBOURNE AVENUE
NORTHAM AVENUE
SHELFORD AVENUE
BUCKLAND AVENUE
HILLCREST ROAD VISTA AVENUE
SAN CARLOS AVENUE UPLAND AVENUE
SHELFORD AVENUE
WELLINGTON DRIVE
MOLTON AVENUE
SAN CARLOS AVENUE
EXETER AVENUE
PLYMOUTH AVENUE
SEQUOIA COURT
SAN CARLOS AVENUE
FAY AVENUE
WINDSOR DRIVE
DEVONSHIRE BOULEVARD
BAYVIEW DRIVE
CURTIS COURT
CLUB DRIVE
BEVERLY DRIVE HULL DRIVE
CLUB DRIVE
BEVERLY DRIVE
DOLTON AVENUE
CLIFTON AVENUE
BAYVIEW DRIVE
LYNTON AVENUE
WELLINGTON DRIVE
HARTFORD AVENUE
SHRATTON AVENUE
MADERA AVENUE
CARMELITA DRIVE
DALE AVENUE
SYCAMORE STREET
GLENWOOD STREET
VALLEY ROAD
CEDAR STREET
PORTOFINO COURT
DARTMOUTH AVENUE
DEVONSHIRE BOULEVARD
ELSTON COURT 45 45 08 44 10 16
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C1.3 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\03 KEY MAP.DWG 03 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM KEY MAP ---- PROJECT AREA 1 SCALE 1"=300'
GLASGOW LANE
ABERDEEN DRIVE
DUNDEE LANE
HEWITT DRIVE
MELENDY DRIVE
BRITTAN AVENUE
CRESTVIEW DRIVE
LESLIE DRIVE REGENT COURT
CABOT COURT BRITTAN AVENUE
LESLIE COURT
PORTOFINO DRIVE MELENDY DRIVE
BRITTAN AVENUE
LA MESA DRIVE
EDMOND DRIVE
MEDENLY DRIVE
CRESTVIEW DRIVE
LA MESA DRIVE
GREENBRIER ROAD
DRAKE COURT
PORTO MARINO LAND
PORTOFINO COURT
EATON AVENUE
MAPLE WAY MAPLE WAY
DE ANZA AVE
SAN MIGUEL WAY
ELSTON COURT 33 51 51 50 49 53 52 28 50 49 48
SOMERSET COURT
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C1.4 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\03 KEY MAP.DWG 04 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM KEY MAP ---- PROJECT AREA 2 SCALE 1"=300'
TAYLOR WAY BRAGATO ROAD MANZANITA AVENUE
CEDAR STREET
CHESTNUT STREET SPRING STREET ELM STREET
MAGNOLIA AVENUE
CORDILLERAS AVENUE
GLASGOW LANE
ABERDEEN DRIVE
DUNDEE LANEMANOR DRIVE
VISTA DEL GRANDE
ALAMEDA DE LAS PULGAS
HEWITT DRIVE
CORONADO AVENUE
BUCKLAND AVENUE
DARTMOUTH AVENUE NORTHAM AVENUE
LFORD AVENUE
HILLCREST ROAD VISTA AVENUE
SAN CARLOS AVENUE UPLAND AVENUE
SHELFORD AVENUE
WELLINGTON DRIVE
MOLTON AVENUE
SAN CARLOS AVENUE
EXETER AVENUE
PLYMOUTH AVENUE
SAN CARLOS AVENU
FAY AVENUE
WINDSOR DRIVE
CLUB DRIVE
BEVERLY DRIVE HULL DRIVE OAK STREET
TAMARACK AVENUE
CLUB DRIVE
BEVERLY DRIVE
CLIFTON AVENUE
BAYVIEW DRIVE
MADERA AVENUE
MADERA AVENUE
MEDENLY DRIVE
ALMA STREET
CARMELITA DRIVE
DALE AVENUE
SYCAMORE STREET
GLENWOOD STREET
VALLEY ROAD
CHESTNUT STREET
ELM STREET
LAUREL STREET
EL CAMINO REAL
WALNUT STREET
LAUREL STREET
GLENN WAY NORTHWOOD DRIVE RIVERTON DRIVE INVERNESS DRIVE SYLVAN DRIVE SPRINGFIELD DRIVEHOLLY STREET
CEDAR STREET HALL STREET TERMINAL WAY
EI CAMINO REAL
CHESTNUT ST CHERRY STREET
ELM STREETOLIVE STREET
ARROYO AVENUE SAN CARLOS AVENUE
ARROYO AVENUE BELLE AVENUE
ORANGE AVENUE
ELIZABETH STREET
KNOLL DRIVE
WALNUT STREET
LAUREL STREET
LAUREL STREET
BAYPORT AVE
DEVONSHIRE BOULEVARD
ELSTON COURT 45 45 09 08 46 47 24 23 22 1718 44 10 47 18 23
WALNUT STREET
LAUREL STREET 31 14
WOODLAND AVEBAYTREE ROAD
MELENDY DRIVE 77 ALAMEDA DE LAS PULGAS
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C1.5 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\03 KEY MAP.DWG 05 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM KEY MAP ---- PROJECT AREA 3 SCALE 1"=300'
CORDILLERAS AVENUE
GLASGOW LANE
ABERDEEN DRIVE
DUNDEE LANE
VISTA DEL GRANDE
ALAMEDA DE LAS PULGAS
HEWITT DRIVE
CORONADO AVENUE
VISTA AVENUE
SAN CARLOS AVENUE UPLAND AVENUE
TAMARACK AVENUE
MADERA AVENUE
MADERA AVENUE
MEDENLY DRIVE
ALMA STREET
CARMELITA DRIVE
DALE AVENUE HALL STREET TERMINAL WAY
EI CAMINO REAL
CHESTNUT ST CHERRY STREET
ELM STREETOLIVE STREET
ARROYO AVENUE
WALNUT STREET
ELM STREET
LAUREL STREET
INDUSTRIAL ROAD
EI CAMINO REAL SAN CARLOS AVENUE
OLD COUNTRY ROAD
ARROYO AVENUE
TAMARACK AVENUE
ORANGE AVENUE
CORDILLERAS AVENUE
ORANGE AVENUE
CEDAR STREET
HOWARD AVENUE
DAYTON AVENUE BRITTAN AVENUE BELLE AVENUE GREENWOOD AVENUE
ELIZABETH STREET BIRCH AVENUE
KNOLL DRIVE
WALNUT STREET
LAUREL STREET
LAUREL STREET
ELM STREET HOWARD AVENUE HOWARD AVENUE
BAYPORT AVE BELMONT AVENUE AMERICAN STREET
ORANGE AVENUE
WALNUT STREET
SAN MIGUEL WAY
ELSTON COURT 09 08 11 12 24 23 22 1718 19 21 25 33 18 12 23
WALNUT STREET
LAUREL STREET 3132 1415
WOODLAND AVEBAYTREE ROAD BRITTAN AVENUE MORSE BOULEVARD 4041 32 43 4342 MELENDY DRIVE 77 ALAMEDA DE LAS PULGAS
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C1.6 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\03 KEY MAP.DWG 06 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM KEY MAP ---- PROJECT AREA 4 SCALE 1"=300'
BAYPORT AVENUE
OLD COUNTRY ROAD
CORDILLERAS AVENUE
HOWARD AVENUE GREENWOOD AVENUE HOWARD AVENUE HOWARD AVENUE ALBERTA AVENUE
PARK AVENUE
CEDAR STREET AMERICAN STREET CENTER STREET WASHINGTON STREET
LEMOORE DRIVE
VICTORIA MANOR
EATON AVENUE
MAPLE WAY
ALAMEDA DE LAS PULGAS
EATON VILLA CENTRAL AVENUE BELMONT AVENUE
WHITE OAK WAY FAIRMONT AVENUE
CEDAR STREET
ORANGE AVENUE
WALNUT STREET
ELM STREET
GOVER LANE
CHESTNUT STREET
EMERALD AVENUE
GARNET AVENUE
ALAMEDA DE LAS PULGAS
RUBY AVENUE
PEARL AVENUE
EATON AVENUE
WALNUT STREET
ELM STREET
LAUREL STREET
MAPLE WAY
TIMOTHY DRIVE
CLIFFORD AVENUE RAYMOND CT
DE ANZA AVE ST FRANCIS WAY
EL SERENO DR WHITE OAK WAY
BAYSIDE BLVD
STANFORD ST 21 38 39 34 35 262725 26 35 ST FRANCIS WAY 36 36 37 13 PARK AVENUE 29 30 30
CAMELOT CT
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C1.7 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\03 KEY MAP.DWG 07 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM KEY MAP ---- PROJECT AREA 5 SCALE 1"=300' SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD
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GAS GAS GAS GAS GAS GAS
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1 2
3 4
5 6 696 2036 2042 2048 2054 2060 2066 2072 703 2051 2063 685 701 S3 S2 S1 S4 SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.0 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\200 ALMA STREET.DWG 08 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 1:14 PM ALMA STREET 10+00 TO 14+75 MATCH LINE STA 14+75
SEE SHEET C2.1 10 ALMA STREET STA 10+00 TO 14+75
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 ALMA STREET SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. REMOVE AND REPLACE DASHED CENTERLINE WITH CONCRETE BLOCKS IN-KIND INSTALL 12" YELLOW THERMOPLASTIC LADDER CROSSWALK STRIPING PER CALTRANS STANDARD PLAN A24F. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 30.00 EA 2.00 EA 2.00 EA 7.00 EA 1.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 496.00 138.00 132.00 16.00 56.00 20.00 48.00 16.00 16.00 SUBTOTAL AREA (SF) 938.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3S4 1234567
CORDILLERAS AVENUE 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX
TAMARACK AVENUE TREATMENT LIMITS TREATMENT LIMITS 15 LF 89 14' 4' 7' 14' 1' 39' 4' 15' 7' 6' 11' 48' 4' 22' 27' 6' 5' 10' 4' 27' 11' 4' 6' 4' 10' 4' 4' 4' 14' 4' 5' 4' B-4 SEE PAVEMENT CORE INFO ON C2.0 PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-4 2054 ALMA STREET 3.5 3.0 2.0" DEEP EP EP S5 S5 11' ± (E) PARKING & TRAVEL LANE 11'
± (E) PARKING & TRAVEL LANE 2 1
2" AC GRIND 2 12" AC INLAY (1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC)
℄ 3 1
2"± (E) AC THICKNESS 3"± (E) AB THICKNESS GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC.
W
W
W
W
W
W
W
W
W
W
W
W
W
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE TELE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
7 8 9 2072 2078 2084 575 2079 596 S1 S3 S2 S5
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.1 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\200 ALMA STREET.DWG 09 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 1:14 PM ALMA STREET 14+75 TO 16+87 MATCH LINE STA 14+75
SEE SHEET C2.0 ALMA STREET STA 14+75 TO 16+87 10
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 15 LF 6' 8' 4' 4' 4' 4'
ALAMEDA DE LAS PULGAS TREATMENT LIMITS EP EP ALMA STREET SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
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W
W
W
W
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TELE
TELE
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TELE
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TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
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TELE
TELE
TELE SS SS
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SS
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SS
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SS
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GAS GAS GAS GAS GAS GAS
GAS GAS GAS
GAS
GAS
GAS
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GAS
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GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS
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GAS
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GAS
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
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GAS
GAS
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GAS
GAS
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GAS
GAS
GAS
GAS
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OH
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OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
TELE
TELE
TELE
TELE
TELE
TELE
TELE
1 2
3 105 333 27 13
3 16
2 20 26 32 100 10 S2 S1
1 S5 S5 S3
2 3
2 S3 S4 LIPLIP
28' SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK (E) AB THICKNESS UNDETERMINED (E) AC THICKNESS UNDETERMINED THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.2 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\202 BEVERLY DRIVE 2.DWG 10 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM BEVERLY DRIVE 2 18+90 TO 23+35 10 BEVERLY DRIVE 2 STA 18+90 TO 23+35 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 BEVERLY DRIVE
4' LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC "BUMP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC "BUMPS" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC SPEED BUMP ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 15.00 EA 1.00 EA 2.00 EA 1.00 EA 2.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 120.00 464.00 168.00 SUBTOTAL AREA (SF) 752.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3S4S5 123 14'
± (E) PARKING & TRAVEL LANE
℄ 14'
± (E) PARKING & TRAVEL LANE CONSTRUCTION NOTES RE-INSTALL ASPHALT SPEED CUSHION (TYPICAL) PER STANDARD DETAIL 156 ON SHEET C3.21. LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. LOWER & RESTORE TO GRADE WATER VALVE. 132
SAN CARLOS AVENUE TREATMENT LIMITS MOLTON AVENUE S5 2 1 2" AC GRIND 2 12" AC INLAY (1" AC LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC) 15 LF TREATMENT LIMITS GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 14'
2'
28'
10'
6'
28'
10'
4'
28'
4'
22'
10'
6'
20'
8'
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
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W
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W
W
W
W
W
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W
W W W W W W W W W W W W W W W W W W SS
SS SS SS SS SS SS SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
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2 C3.0 SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 3" AC GRIND 1 1 2" LEVELING COURSE OF 1
2" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). REMOVE AC AND INSTALL 6" AC DEEP LIFT. SEE DETAIL 03 ON SHEET C3.22. DETAIL REFERENCE CALLOUT.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.3 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\500 BIRCH AVENUE.DWG 11 of 83 PLOTTED BY: DARREN CHOY 6/3/2025 1:31 PM BIRCH AVENUE 10+00 TO 14+75 MATCH LINE STA 14+75
SEE SHEET C2.4 10 BIRCH AVENUE STA 10+00 TO 14+75
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
TAMARACK AVENUE BIRCH AVENUE 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX 10' 17' 14' 9' 6' 4' 10' 16' 7' 9' 7' 4' 4' B-4 SEE PAVEMENT CORE INFO ON C2.3 SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 27.00 EA 2.00 EA 1.00 S1S2S3 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) PAVEMENT REPAIR # AREA (SF) 112.00 216.00 28.00 60.00 50.00 120.00 112.00 28.00 63.00 16.00 68.00 52.00 376.00 120.00 412.00 80.00 423.00 SUBTOTAL AREA (SF) 2,336.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-19 2088 BIRCH AVENUE 2.5 6.0 NO B-20 1975 BIRCH AVENUE 3.0 4.0 NO PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3 1234567
8910111213 14151617 14'
± (E) PARKING & TRAVEL LANE
℄ 14'
± (E) PARKING & TRAVEL LANE CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. LOWER & RESTORE TO GRADE STORM DRAIN MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. REMOVE & REPLACE CURB AND GUTTER (MATCH EXISTING GRADE). SEE CURB & GUTTER DETAIL NO. 6 ON SHEET C3.20. COORDINATE WITH CITY ON ARBORIST RECOMMENDATIONS FOR POSSIBLE TREE ROOT REMOVAL. 123 LIP LIP 3" AC GRIND 3" AC INLAY (1 1
2" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC) 2 1
2"± (E) AC THICKNESS 4"± (E) AB THICKNESS TREATMENT LIMITS GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 5' 4 SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
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E E E E E E E E E E E E E E E E E 2015 2007 2001
X 2016 2008 2000 977 1974 1968 1962 1956 1950 1981 1975 1969 1963 1957 1951 7 8 10
9 11 12 13 S2 S1 S2
2 C3.1
4 C3.0
3 C3.0
3 1 C3.1
2 1
1 S3 EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE 3 3 3 EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE 4 4 S1 AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT W
W
W
W
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W
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W
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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
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E E E E E E 1944 1938 1932 1926 1920 990 987 999 1945 1939 1933 1927 1921 1006 1005 14 15 16 17 S3 1 1
4 4
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.4 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\500 BIRCH AVENUE.DWG 12 of 83 PLOTTED BY: DARREN CHOY 6/3/2025 1:31 PM BIRCH AVENUE 10+00 TO 12+03 MATCH LINE STA 20+00
SEE BELOW
MATCH LINE STA 14+75
SEE SHEET C2.3 10 BIRCH AVENUE STA 14+75 TO 20+00
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
CORDILLERAS AVENUE BIRCH AVENUE
MATCH LINE STA 20+00
SEE ABOVE 10 BIRCH AVENUE STA 20+00 TO 23+84
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 BIRCH AVENUE
ORANGE AVENUE 12 LF 15 LF
17' 4' 4' 13' 6' 26'34'8' 15' 4' 13' 12' 2' 21' 8' 57' 10' 8' 46' 4' 11' 4' 11' 13' 5' 43' 38' 13' 4' 4' 4' 6'9' 24' 15' 4' 4' 7' 8' 15' LIP LIP LIP LIP TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS BEGIN END BEGIN END B-20 SEE PAVEMENT CORE INFO ON C2.3 217 61 51 45 31 11 21 212214 206
SD
SD
SD
SD
SD
SD
SD
GAS GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
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1 1
2 2 SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.5 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\203 CAMELOT COURT.DWG 13 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM CAMELOT COURT 10+00 TO 12+03 10 CAMELOT COURT STA 10+00 TO 12+03 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 CAMELOT COURT
FRANCES LANE 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX CONSTRUCTION NOTES REINSTALL SURVEY MONUMENT. UNDER CALIFORNIA LICENSED SURVEYOR: • REFERENCE OUT PRIOR TO START OF CONSTRUCTION • FILE PROPER DOCUMENTATION SHOWING ORIGINAL AND REPLACEMENT MONUMENTS AFTER CONSTRUCTION • SEE DETAIL 30 ON SHEET C3.20 LOWER AND RESTORE TO GRADE WATER VALVE BOX. 1 LIP LIP TREATMENT LIMITS 16'
± (E) PARKING & TRAVEL LANE 16'
± (E) PARKING & TRAVEL LANE 2 1
2" AC GRIND 2 12" AC INLAY (1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC)
℄ (E) AC THICKNESS UNDETERMINED (E) AB THICKNESS UNDETERMINED GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 2 SLOPE VARIES
℄ MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK 1655 224 227 935 945 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
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E E E E G
1 S1 S5 S2 EP LIP
40' S4 S4 NO PARKING S3
1 LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. DETAIL REFERENCE CALLOUT.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.6 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\19 CHESTNUT STREET.DWG 14 of 83 PLOTTED BY: DARREN CHOY 5/20/2025 3:54 PM CHESTNUT STREET 2 10+00 TO 14+50 CHESTNUT STREET 2 STA 10+00 TO 14+50 10 0 20 40 1:20 FEET
BAYTREE ROAD CHESTNUT STREET PLAN VIEW SCALE = 1:20 SIGNING & STRIPING NOTES INSTALL 4" WHITE THERMOPLASTIC PARKING STRIPING PER CALTRANS STANDARD PLAN A90A. INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING PER CALTRANS STANDARD PLAN A24C. INSTALL WHITE THERMOPLASTIC "NO PARKING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24E. REPAINT BLUE CURB WITH "SC ★PD" STENCILED IN WHITE. INSTALL 4" WHITE AND BLUE THERMOPLASTIC PARKING STALL PER CALTRANS STANDARD PLAN A90A. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 360.00 EA 1.00 EA 1.00 LF 8.00 EA 1.00 S1S2 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 104.00 788.00 SUBTOTAL AREA (SF) 892.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-14 900 CHESTNUT STREET 3.5 1.5 NO STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2 12 CX.X
X PLAN SHEET DETAIL # XX 4' 12' 4' 7' 8' 19'
MATCH LINE STA 14+50
SEE SHEET C2.7 B-14 SEE PAVEMENT CORE INFO ON C2.6 S3 S3 7' TREATMENT LIMITS TREATMENT LIMITS CONSTRUCTION NOTES REMOVE AND RELOCATE VAN ACCESSIBLE SIGN (R7-8B) MOUNTED BELOW ACCESSIBLE PARKING ONLY SIGN (R99C) AS SHOWN IN DETAIL NO. 31 ON SHEET C3.21. 1 (24 LF @ 12.5 LF O.C.) (TYP.) ARROYO AVENUE END BEGIN S4S5 S4S5 13'
± (E) PARKING & TRAVEL LANE 13'
± TO 31'
± (E) PARKING & TRAVEL LANE 2 1
2" AC GRIND 2 12" AC INLAY (1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC)
℄ 3 1
2"± (E) AC THICKNESS 1"± (E) AB THICKNESS (90°, 5 LF @ 4 LF O.C.) (TYP.) 24' GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC. 955 965 975 1001
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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 2 EP
31' LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 13 1
MA NNY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.7 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\19 CHESTNUT STREET.DWG 15 of 83 PLOTTED BY: DARREN CHOY 5/20/2025 3:54 PM CHESTNUT STREET 2 14+50 TO 18+21 CHESTNUT STREET 2 STA 14+50 TO 18+21 10 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 CHESTNUT STREET MATCH LINE STA 14+50
SEE SHEET C2.66' 82' 25' 4' 23' 2' 34' 12' TREATMENT LIMITS X
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1 10 26 23 20 55 95 90 50 S1
4 C3.1
3 C3.1
2 3
2 1 LIP
21' LIP 22'
± (E) PARKING & TRAVEL LANE 22'
± (E) PARKING & TRAVEL LANE SLOPE VARIES
℄ MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK 2" AC GRIND 2" AC INLAY
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.8 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\400 CURTIS COURT.DWG 16 of 83 PLOTTED BY: DARREN CHOY 6/3/2025 4:23 PM CURTIS COURT 10+00 TO 11+30 CURTIS COURT STA 10+00 TO 11+30 10 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
SEQUOIA COURT LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2" AC GRIND 2" INLAY OF 1 2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). REMOVE AC AND INSTALL 6" AC DEEP LIFT. SEE DETAIL 03 ON SHEET C3.22. DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES S1 EA 1.00 PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-1 95 CURTIS COURT 2.5 6.0 NO STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1 10.50' ± (E) PARKING & TRAVEL LANE 10.50'
± (E) PARKING & TRAVEL LANE CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. LOWER & RESTORE TO GRADE WATER VALVE. REINSTALL SURVEY MONUMENT. UNDER CALIFORNIA LICENSED SURVEYOR: • REFERENCE OUT PRIOR TO START OF CONSTRUCTION • FILE PROPER DOCUMENTATION SHOWING ORIGINAL AND REPLACEMENT MONUMENTS AFTER CONSTRUCTION • SEE DETAIL 30 ON SHEET C3.20 132 B-1 SEE PAVEMENT CORE INFO ON C2.8 CURTIS COURT 2 1 2"± (E) AC THICKNESS 6"± (E) AB THICKNESS GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC. PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 78.00 SUBTOTAL AREA (SF) 78.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. 10 TREATMENT LIMITS XX 13' 6'
SD SD SD SD SD SD
SD
SD SD SD SD SD SD SD SD SD
SD
SD
SD
TELE TELE TELE TELE TELE TELETELE TELE TELE TELE TELE
TELE
TELE
TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE
W W W W W W W W W W W W W W W W W
G W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE
TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE
TELE
TELE TELE
TELE TELE
TELE
TELE
TELE
TELE TELE TELE TELE TELE TELE TELE
TELE TELE
SS
SS
SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
SSSS SS SS SS SS SS SS SS
SSSS SS SS SS SS SS SS SS SS
SSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
E E E E E E E E E E E E E E E E
SS SS SS SS SS SS 712 718 722 768 778 707 737 745 726 728 728 757 757 769 777 1 2
3 4
6 7
5 8 9 10 11 12 13 14 15 16 17 1
5 C3.2
1 C3.3
4 1
1 15 LF 20 LF 79 LF 8 LF 8 LF 8 LF 8 LF 36 LF 8 LF 8 LF 13 LF 5 S1 S3 S4 S5 S3 S3 S2 S7 S7 S7 S7 S9S9 S10 S9 S9 S9 S9 S9 S9 S9 S8 3 2
7 AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA NNY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.9 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\12 ELM STREET 1.DWG 17 of 83 PLOTTED BY: DARREN CHOY 6/4/2025 4:17 PM ELM STREET 1 10+00 TO 15+50
MATCH LINE STA 15+50
SEE SHEET C2.10 10 ELM STREET 1 STA 10+00 TO 15+50
0 20 40 1:20 FEET
CHERRY STREET ELM STREET PLAN VIEW SCALE = 1:20 485 LF TREATMENT LIMITS LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). REMOVE AC AND INSTALL 6" AC DEEP LIFT. SEE DETAIL 03 ON SHEET C3.22. DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX 5' 5' 5' 5' 4' 35' 4' 35' 28' 2' 26' 11' 29' 10' 4' 15' 5' 19' 15' 4' 4' 9' 4' 4' 4' 4' 18' 4' 4' 8' 4' 6'4' 4' 4' 8' 4' 26' 4' 13' 4' 10' 22' 4' 4' 4' B-11 SEE PAVEMENT CORE INFO ON C2.9 SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 4.00 LF 105.00 EA 3.00 EA 1.00 LF 553.00 LF 79.00 EA 12.00 EA 6.00 LF 236.00 S1S2S3S4S6 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 25.00 25.00 140.00 500.00 109.00 16.00 16.00 75.00 32.00 24.00 16.00 32.00 103.00 51.00 40.00 16.00 88.00 52.00 35.00 324.00 707.00 45.00 489.00 105.00 44.00 184.00 109.00 290.00 202.00 32.00 86.00 117.00 SUBTOTAL AREA (SF) 4,129.00 STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S5 1234567 PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-11 712 ELM STREET 11.0 <1.0 NO B-12 815 ELM STREET 4.5 5.0 NO89101112131415161718 1920212223242526272829303132 SIGNING & STRIPING NOTES RE-INSTALL R1-6 TRAFFIC SIGN "STOP FOR PEDESTRIANS" PER CALIFORNIA MUTCD STANDARD SIGNAGE INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 1 OF CALTRANS STANDARD PLAN A20A. RE-PAINT YELLOW CURB. INSTALL WHITE THERMOPLASTIC "SHARED ROADWAY BICYCLE MARKING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. INSTALL W11-1 & W16-1 SIGNS ON NEW POST. SEE DETAIL 31 ON SHEET C4.1. RE-PAINT RED CURB WITH "SC ★PD" STENCILED IN WHITE. S1S2S3S4S6S5 16.0'
± (E) PARKING & TRAVEL LANE 16.0'
± (E) PARKING & TRAVEL LANE CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. LOWER & RESTORE TO GRADE WATER VALVE. LOWER & RESTORE TO GRADE GAS VALVE. LOWER & RESTORE TO GRADE SEWER CLEANOUT. REPLACE AND INSTALL PCC CURB AND GUTTER (MATCH EXISTING GRADE). LOWER & RESTORE TO GRADE STORM MANHOLE. COORDINATE WITH CITY ON ARBORIST RECOMMENDATIONS FOR POSSIBLE TREE ROOT REMOVAL. 2134 S7 S7S8S9 S8S9567 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC. PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. 105 LF SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE TELE TELE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E
E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E E E
E 801 837 849 840 1517 782 786 800 1520 793 793 18 19 20 21 22 23
24 25
26 27
X
X
X
X
1 1
3 10 LF 36 LF 13 LF 23 LF 8 LF S5 S5 S7 S7 S7 S7 S9 S9 S8 S9 S9 S9 S9 S8S9 S8 S8 7 LF 7 LF S7 1 C4.1
2 C4.1
3 C4.2
4 C4.3
5 C4.3 S7 AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS
GAS GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E849 861 873 885 887 1388 1351 900 1416 29
24 25
26 27
28 30
31 32
X
X
X
1 S7 S7
S7
6 C4.3
7 C4.3
8 C4.4
8 C4.4 AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT 1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.10 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\12 ELM STREET 1.DWG 18 of 83 PLOTTED BY: DARREN CHOY 6/4/2025 4:17 PM ELM STREET 1 15+50 TO 24+50
MATCH LINE STA 15+50
SEE SHEET C2.9 10 ELM STREET 1 STA 15+50 TO 21+05
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 21+05 SEE ABOVE 10 ELM STREET 1 STA 21+05 TO 24+50 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 41 LF 4' 13' 7' 5' 16' 6' 20' 4' 8' 17' 4' 7' 6' 20' 6' 8' 4' 33' 8' 15' 15' 4'
34'
23' 23'
4'
4'
4' 81'4'
19'
14'
4'
8'
13'
16'
7'
4'
12'
9'
4'
9'
12'
9'
4' 9' 21'
55' 4' 51'
4'
8'
4'
6'
7'
6'
11'
3'
11'
4'
21'
7'
4' 11'
8' B-12 SEE PAVEMENT CORE INFO ON C2.9 S8
7 5 84 LF
MATCH LINE STA 21+05 SEE BELOW
30'
30'
12' 6'
6'
6'
6' 9'
5'
23'
6'
12'
2'
16' 4' 5' 6'
9' 6'
7' 6 CONSTRUCTION DETAILS SEE SHEETS C4.1 TO C4.6 CONSTRUCTION DETAILS SEE SHEETS C4.1 TO C4.6 12' EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE 68 LF
OLIVE STREET TREATMENT LIMITS
SHCOOL STREET TREATMENT LIMITS
ARROYO AVENUE
ELM STREET ELM STREET TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS
SD SD SD SD SD SD SD SD
SD SD SD SD SD SD
W W
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS
S
S
S
S
S
S
S
OH OH
OH
OH 1313 1005 1009 1015 1017 1021 1025 1029 1033 1000 1004 1008 1012 1016 1020 1026 1028 1030 953 950 5 4
6 7 8
9 10 11 12 13 14 15 16 17 18 19
2 C3.3 S6 S4 S7 S5 S8 S8 S8 S9 26 LF 2 3 S10 EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK ℄
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.11 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\14 ELM STREET 2.DWG 19 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM ELM STREET 2 10+75 TO 15+25 10 ELM STREET 2 STA 10+75 TO 15+25
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 15 LF LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX 15LF 5' 10' 12' 12' 9' 19' 15' 18' 6' 19' 15'8' 4' 14' 4' 6' 4' 6' 9' 7' 2' 22' 7' 8' 4' 37' 10' 4' 4' 6' 5' 6' 8' 17' 4' 13' 8' 4' 8' 22' 4' 25' 8' 6' 8' 8' 4' 5' 4' 4' 7' 6' 2' 18' 4' 25' 4' 13' 4' 15' 4' 6' MORSE BOULEVARD B-16 SEE PAVEMENT CORE INFO ON C2.11 SIGNING & STRIPING NOTES RE-INSTALL R1-6 TRAFFIC SIGN "STOP FOR PEDESTRIANS" PER CALIFORNIA MUTCD STANDARD SIGNAGE. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" WHITE THERMOPLASTIC STRIPING PER DETAIL 27C OF CALTRANS STANDARD PLAN A20B. INSTALL WHITE THERMOPLASTIC “YIELD” PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC YIELD LINE STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING. INSTALL WHITE THERMOPLASTIC "SHARED ROADWAY BICYCLE MARKING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. INSTALL W11-1 & W16-1 SIGNS ON NEW POST. SEE DETAIL 31 ON SHEET C3.21. REPAINT WHITE CURB. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 1.00 LF 121.00 EA 1.00 LF 15.00 EA 1.00 EA 4.00 EA 49.00 EA 4.00 EA 2.00 LF 47.00 S1S2S3S4S6S7 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 402.00 146.00 24.00 24.00 337.00 40.00 24.00 30.00 136.00 236.00 20.00 16.00 114.00 52.00 60.00 32.00 126.00 470.00 184.00 SUBTOTAL AREA (SF) 2,473.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S7S1S2S3S4S6 S5 S5 45678910 PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-16 1021 ELM STREET 5.0 <1.0 NO 111213141516171819202122 14.0' ± (E) PARKING & TRAVEL LANE 14.0'
± (E) PARKING & TRAVEL LANE
MATCH LINE STA 15+25
SEE SHEET C2.12 ELM STREET CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. REPLACE AND INSTALL PCC CURB AND GUTTER (MATCH EXISTING GRADE) COORDINATE WITH CITY ON ARBORIST RECOMMENDATIONS FOR POSSIBLE TREE ROOT REMOVAL 1 S8S9 S8S923 TREATMENT LIMITS GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC. 6' 22' S10 S10 47 LF TREATMENT LIMITS SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W W W
W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
SS
GAS GAS GAS GAS GAS
GAS GAS GAS
G
GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
E E 1349 1101 1100 1413 1037 1041 1036 1040 20 21 22
2 C3.3 S3 S1S2 S2 S2
1 8 LF 2 3
3 9 LF 2 EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.12 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\14 ELM STREET 2.DWG 20 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM ELM STREET 2 15+25 TO 17+50 ELM STREET 2 STA 15+25 TO 17+50 10
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 TREATMENT LIMITS 16' 5' 4' 8' 25' 4' 4' 8' 10' 17' 5' 16' 39' 5' 6' 21' 10' 6' MATCH LINE STA 15+25
SEE SHEET C2.11
BRITTAN AVENUE S8 S9 ELM STREET 49 LF 31 LF 50 LF
SD SD SD SD SD
SD
SD SD
SD SD SD SD SD SD
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W
W W
W W W W W TELE TELE
TELE
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSS
S
SS SS SS SS SS SS SS SS
SS SS SS SS SS SS
SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS
E E E E E E E E E
E E E E
E E E E E
E
E E E E E E E E E E E E E E E E E
E E E E E E SL
SL 1310 1313 1312 1296 1293 1150 1264
1 2
3 4
5 6
7 8 4' 6' 21' 32' 11'7' 10' 39' 5' 34' 9' 23' 9' 7' 4' 15' 5' 12' 6' 27' S1 S3 S2 S5 S4 S6 S6 TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS 128 LF 128 LF S7 S7 TREATMENT LIMITS 114 LF B-11 SEE PAVEMENT CORE INFO ON C2.13 S8 3 2
1 1
2 2
2 4
3 3
3 S9 20 LF 6 LF S9 S9 6 LF S9 6 LF S9 44 LF S9 33 LF S9 20 LF S9 6 LF 5 22'
± (E) PARKING & TRAVEL LANE 22'
± (E) PARKING & TRAVEL LANE SLOPE VARIES
℄ MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.13 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\16 HOWARD AVENUE.DWG 21 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM HOWARD AVENUE 1 10+00 TO 14+00 10 HOWARD AVENUE 1 STA 10+00 TO 14+00 0 20 40 1:20 FEET HOWARD AVENUE
LAUREL STREET PLAN VIEW SCALE = 1:20
EL CAMINO REAL LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 3" AC GRIND 1 1 2" LEVELING COURSE OF 1
2" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 2 OF CALTRANS STANDARD PLAN A20A. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. INSTALL WHITE THERMOPLASTIC "TYPE VII (L) ARROW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. INSTALL WHITE THERMOPLASTIC "TYPE VII (R) ARROW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. INSTALL 8" WHITE THERMOPLASTIC LINE STRIPING PER DETAIL 38A OF CALTRANS STANDARD PLAN A20D. RE-PAINT RED CURB WITH "SC ★PD" STENCILED IN WHITE SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 1.00 LF 45.00 EA 1.00 LF 35.00 LF 128.00 EA 2.00 EA 2.00 LF 128.00 LF 141.00 S1S2S3S4S6S7 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 24.00 742.00 170.00 207.00 63.00 60.00 60.00 162.00 SUBTOTAL AREA (SF) 1,488.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-18 1150 HOWARD AVENUE 7.0 5.0 NO STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S7S8 S8 S1S2S3S4S6 S5 S5 12345678 19.5' ± (E) PARKING & TRAVEL LANE 19.5' ± (E) PARKING & TRAVEL LANE CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE WATER VALVE REMOVE & REPLACE EX VEHICULAR DETECTOR LOOP PER CALTRANS STANDARD PLAN RSP ES-5B (TO BE LAID WITHIN THE ROAD PAVEMENT PRIOR TO FINAL LIFT OF ASPHALT CONCRETE) LOWER & RESTORE TO GRADE DETECTOR HANDLE LOWER & RESTORE TO GRADE UTILITY MANHOLE 2134 S9 S9 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC. 45 LF5 SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSS SS SS SS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E 1900 790 780 774 772 762
1 1
2 3 EP
16' EP
3 2
1 5 S3
4 S2 SLOPE VARIES
℄ MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.14 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\300 KNOLL DRIVE 2.DWG 22 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 9:13 AM KNOLL DRIVE 2 10+00 TO 15+75 MATCH LINE STA 15+45 SEE SHEET C2.15 10 KNOLL DRIVE 2 STA 10+00 TO 15+75 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX
4'
44' SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 2.00 EA 1.00 LF 24.00 S1S2 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 177.00 176.00 45.00 37.00 28.00 35.00 459.00 52.00 360.00 25.00 285.00 509.00 63.00 490.00 64.00 267.00 277.00 28.00 24.00 222.00 SUBTOTAL AREA (SF) 3,623.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-5 742 KNOLL DRIVE 4.0 <1.0 1.5" DEPTH STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2 2 34567891011121314151617181920
ELIZABETH STREET
1 37'
5'
2'
13'
2'
7'
16'
4'
2'
7' CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. LOWER & RESTORE TO GRADE WATER VALVE. LOWER & RESTORE TO GRADE UTILITY BOX. 123 KNOLL DRIVE 12 LF S3 S3 8'
± (E) PARKING & TRAVEL LANE 8'
± (E) PARKING & TRAVEL LANE 2 1
2" AC GRIND 2 12" AC INLAY (1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC)
℄ 4"
± (E) AC THICKNESS 1"± (E) AB THICKNESS
5'
9' TREATMENT LIMITS PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC. GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY.
SD
SD SD SD SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E 760 750 744 742 732 730 724 714 S1
1 1
1 1
1 EP
16' EP
5 4
6 7
8 9 10
11 12
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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E
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E
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E
E
E
E
E
E
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1 1
1 1 S1 EP
16' EP
12 13
14 15
16 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.15 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\300 KNOLL DRIVE 2.DWG 23 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 9:13 AM KNOLL DRIVE 2 15+75 TO 24+00 MATCH LINE STA 20+25 SEE BELOW
MATCH LINE STA 15+45 SEE SHEET C2.14 10 KNOLL DRIVE 2 STA 15+75 TO 20+25 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 24+00 SEE SHEET C2.16
MATCH LINE STA 20+25 SEE ABOVE10 KNOLL DRIVE 2 STA 20+25 TO 24+00 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
KNOLL DRIVE
4'
13' 12'
5'
4'
40' 38'
4'
9'
4'
13' 7' 7'11' 3' 4' 4' 29' 4' 8' 2' 5' 2' 5' 5'12' 4' 4' 4' 6'
27'
39'
10'
4'
8'
8'
8'
7'
20'
3'
22'
1'
89'
18' 2'
26'
7'
13'
4'
16'
4' 3'
3'
15' 7'
28' 55'
6'
7'
5'
20'
4'
5'
4'
9'
11'
4'
7'
4'
9'
4' 7' KNOLL DRIVE B-5 SEE PAVEMENT CORE INFO ON C2.14
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
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W
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W
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS SS SS
SS
SS SS SS
SS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
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GAS
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
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GAS
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
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E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E E
E
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E 666 1797 1807
1 S2
1 16' EP EP 17
16 18 19
20 S2
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.16 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\300 KNOLL DRIVE 2.DWG 24 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 9:13 AM KNOLL DRIVE 2 24+00 TO 29+20 MATCH LINE STA 24+00 SEE SHEET C2.15 10 KNOLL DRIVE 2 STA 24+00 TO 29+20 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
ELIZABETH STREET
8'
23'
44'
4'
21'
4' 7' 4' 4' 4' 7' 13' 2' 23' 4' 3' 4' 7'4' 16' 4' 8' 4' 7' 4' 6' 4'
37'
3' 9' 3' 8'
4' 12 LF TREATMENT LIMITS KNOLL DRIVE
SD SD SD SD
SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD
W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W W W W W
TELE TELE TELE TELE TELE
TELE TELE
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
GAS GAS
GAS
GAS GAS
GAS
GAS GAS GAS GAS GAS GAS
E E E E E E E E E E E E E E
FA
SL SL 1501 1494 1420 1424 1438 1450 1464 1470 1480 1488 1400 1416 1495 1414 1459 1482 1 2
3 4
5 6
8 7
9 6 17' 23' 17' 6' 54' 5' 48' 6' 5' 73' 6' 14' 6' 21' 15' 4' 10' 24' 38' 6' 14' 4' 13' 6' 4' 4' 4' 18' 4' 74' 43' 14' 5' 29' 2 48.00' S2 S1 S1 S1 S4 S5 S6 S2 S2 S2 S2 S1 S5 S6 S7 S12 S12 S12 S12 S12 S12 S12 S12 S12 S12 S12 S12 S12 S12 S12 S12 S13 S13 S13 S15 S15 S15 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S12 421 LF (30°,15'±)(TYP.) (30°,15'±)(TYP.) 24 LF 5 LF 5 LF 24 LF 5 LF 5 LF 5 LF 5 LF 5 LF 5 LF 5 LF 24 LF 5 LF 9 LF 68 LF 24 LF 23 LF 23 LF 8 LF 5 LF 12 LF 20 LF TREATMENT LIMITS B-23 SEE PAVEMENT CORE INFO ON C2.17 TREATMENT LIMITS 2 C3.7
5 C3.7
4 C3.7
3 C3.7 TREATMENT LIMITS 22'
± (E) PARKING & TRAVEL LANE 22'
± (E) PARKING & TRAVEL LANE SLOPE VARIES
℄ MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK 24.0' ± (E) PARKING & TRAVEL LANE 24.0'
± (E) PARKING & TRAVEL LANE
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 10 0 20 40 1:20 FEET LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 3" AC GRIND 1 1 2" LEVELING COURSE OF 1
2" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX SIGNING & STRIPING NOTES INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL 12" WHITE THERMOPLASTIC LADDER CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL WHITE THERMOPLASTIC “AHEAD” PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 4” WHITE THERMOPLASTIC STRIPE. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. INSTALL WHITE THERMOPLASTIC “PED” PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC “XING” PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING. INSTALL WHITE THERMOPLASTIC "NO PARKING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24E. INSTALL PARKING "T" STRIPE RE-PAINT RED CURB WITH "SC ★PD" STENCILED IN WHITE. RE-PAINT BLUE CURB. RE-PAINT GREEN CURB. INSTALL WHITE THERMOPLASTIC SHARROW PAVEMENT MARKING. INSTALL W11-1 & W16-1 SIGNS ON NEW POST. SEE DETAIL 31 ON SHEET C3.21. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 1 OF CALTRANS STANDARD PLAN A20A. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 9.00 LF 611.00 EA 2.00 EA 3.00 LF 1,872.00 EA 5.00 LF 1,570.00 EA 2.00 EA 2.00 EA 2.00 EA 2.00 LF 23.00 LF 543.00 LF 35.00 LF 146.00 EA 1.00 EA 1.00 LF 22.00 S1S2S3S4S6S9S7 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 643.00 365.00 84.00 126.00 60.00 296.00 16.00 834.00 145.00 144.00 154.00 80.00 130.00 24.00 112.00 118.00 96.00 144.00 92.00 840.00 512.00 906.00 48.00 36.00 311.00 408.00 170.00 100.00 100.00 161.00 25.00 64.00 150.00 72.00 105.00 SUBTOTAL AREA (SF) 7,671.00 PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-23 1470 LAUREL STREET 4.0 4.0 NO B-24 1785 LAUREL STREET 4.0 5.0 NO S7S8S9 S8 S1S2S3S4S6 S5 S5 1234567891011121314 S10 S11 S12 S11 S10 S12 S13 S14 S15 CONSTRUCTION NOTES LOWER & RESTORE TO GRADE STORM MANHOLE 2 LOWER & RESTORE TO GRADE WATER VALVE1 151617181920212223242526272829303132333435 S13 S14 S15 MA PBB MJA 06/04/2025 C2.17 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\19 LAUREL STREET 4.DWG 25 of 83 PLOTTED BY: DARREN CHOY 5/29/2025 5:12 PM LAUREL STREET 4 10+00 TO 15+50 MATCH LINE STA 15+50
SEE SHEET C2.18 LAUREL STREET 4 PLAN STA 10+00 TO 15+50 PLAN VIEW SCALE = 1:20
BELMONT AVENUE
WHITE OAK WAY PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC. 132 LF 40 LF 49 LF 36 LF 49 LF LAUREL STREET S16 S17 S16 S17 S18 S18
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W
W W W W W W
W W
W W
W W
W W
W 1509 1541 1549 1553 1561 1569 1581 1591 1500 1552 1556 1568 1580 1590 1200 11 12 13 14 11' 14' 6' 10' 9' 18' 8' 5' 4' 10' 4' 6' 2 2
2 2 S5 S4 S6 S2S2 S3 S5 S5 S7 S8 S9 S12 S13 S13 S13 S13 404 LF (30°,13±)(TYP) (30°,15±)(TYP) (30°,15±)(TYP) 10 LF 10 LF 25 LF 23 LF TREATMENT LIMITS 2 SD
SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W W W W W W W
W
W
W
W
W
W
W
W
W
W
W W W W W W
W W W W W W W
W W W W W W W W W W
E E E E E E E E E E E E E E 1600 1640 1650 1660 1601 1633 1633 1641 1649 1653 1659 1665 1673 1683 1689 1701 1682 1696 15 16 17 18 19 20 21 25 22 26 4' 28' 10' 6' 4' 17' 21' 4' 6' 19' 2' 10' 9' 4' 4' 36' 4' 23' 6' 38' 30' 6' 4' 2' 13' 14' 9' 11' 4' 4' 2' 16' 2'7' 8' 23' 22' 10' 40' 10' 21' 25' 14' 10' 17' 6' 20' 43' 8' 21' 6' 14' 6' 1 2 S5 S5 S3 S4 S5 S5 S1 S1 S2 S2 S10 S1 S11 S7 S9 S8 S2 S7 S12 S12 S12 S12 S12 S13S13 S13 S13 S13 S13 S13 S15 S13 S13 S13 S13 S13 S14 S15 (30°,14'±)(TYP.) (30°,9'±) (30°,15'±)(TYP.) (30°,15'±)(TYP.) 402 LF 55 LF 5 LF 17 LF 5 LF 10 LF 20 LF 18 LF 15 LF 15 LF 15 LF 17 LF 23 LF 13 LF 15 LF 30 LF 22 LF TREATMENT LIMITS TREATMENT LIMITS 2 C3.8
3 C3.8
1 C3.8 S2 S6 S13 S13 15 LF 15 LF 38' S17 TREATMENT LIMITS S16 S1 S1 S18S7 22 LF 16 LF THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 10 0 20 40 1:20 FEET 10
0 20 40 1:20 FEET MA PBB MJA 06/04/2025 C2.18
K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\19 LAUREL STREET 4.DWG 26 of 83 PLOTTED BY: DARREN CHOY 5/29/2025 5:12 PM LAUREL STREET 4 15+50 TO 25+09 MATCH LINE STA 15+50
SEE SHEET C2.17 LAUREL STREET 4 PLAN STA 15+50 TO 19+66 PLAN VIEW SCALE = 1:20 CENTRAL AVENUE LAUREL STREET 4 STA 19+66 TO 25+09 PLAN VIEW SCALE = 1:20
ST FRANCIS WAY
MATCH LINE STA 25+09
SEE SHEET C2.19 LAUREL STREET
MATCH LINE STA 19+66
SEE ABOVE
MATCH LINE STA 19+66
SEE BELOW
CENTRAL AVENUE 40 LF 48 LF 48 LF 44 LF 40 LF 33 LF LAUREL STREET 14'9' 14'
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS
E E E E E E E E 1717 1741 1749 1761 1120 27 29 28 30 31 32 33 34 35 5' 34' 5' 20' 5' 20' 4' 40' 6' 5' 4' 16' 10' 15' 9' 8' 21' 5' S5 S5 S6 S2 S7 S10 S11 S1 S5 S14 S13 S13 S13 S13 (30°,15'±)(TYP.) (30°,20'±)(TYP.) (30°,15'±)(TYP.) 272 LF 22 LF 10 LF 27 LF 18 LF 18 LF TREATMENT LIMITS B-24 SEE PAVEMENT CORE INFO ON C2.17 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.19 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\19 LAUREL STREET 4.DWG 27 of 83 PLOTTED BY: DARREN CHOY 5/29/2025 5:12 PM LAUREL STREET 4 25+09 TO 28+09 10 LAUREL STREET 4 STA 15+50 TO 25+09 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 25+09
SEE SHEET C2.18
EATON AVENUE LAUREL STREET 52 LF
SD
SD
SD
SD
SD
SD W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W
TELE
TELE
TELE
TELE
TELE TELE
TELE TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE TELE TELE TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE
SS
S SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
GAS GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS
GAS
GAS
GAS
GAS GAS GAS GAS
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1 4 C3.8
5 C3.8
1 2 AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT SLOPE VARIES ℄ MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). REMOVE AC AND INSTALL 6" AC DEEP LIFT. SEE DETAIL 03 ON SHEET C3.22. DETAIL REFERENCE CALLOUT.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.20 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\401 LESLIE COURT.DWG 28 of 83 PLOTTED BY: DARREN CHOY 6/3/2025 4:54 PM LESLIE COURT 10+00 TO 11+17 10 LESLIE COURT STA 10+00 TO 11+17 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 LESLIE COURT
LESLIE DRIVE 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X DETAIL # XX 27' 4' PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 720.00 SUBTOTAL AREA (SF) 720.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. 1 15.0' ± (E) PARKING & TRAVEL LANE (WIDTH VARIES) 15.0' ± (E) PARKING & TRAVEL LANE (WIDTH VARIES) PLAN SHEET CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SSCO. REPLACE WITH H-20 TRAFFIC RATED BOX. REINSTALL SURVEY MONUMENT. UNDER CALIFORNIA LICENSED SURVEYOR: • REFERENCE OUT PRIOR TO START OF CONSTRUCTION • FILE PROPER DOCUMENTATION SHOWING ORIGINAL AND REPLACEMENT MONUMENTS AFTER CONSTRUCTION • SEE DETAIL 30 ON SHEET C3.20 12 2 1
2" AC GRIND 2 12" AC INLAY (1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC) (E) AC THICKNESS UNDETERMINED (E) AB THICKNESS UNDETERMINED TREATMENT LIMITS GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY.
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E 410 201 330 320 310 2005 1985 325 315 182 2004 268 260 254 255 1990 191 S3 S3 S1 S2 S3 S3 S3 S1 S2 2 MATCH GUTTERLIP MATCH GUTTERLIP (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK SLOPE VARIES SLOPE VARIES ℄
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.21 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\26 PARK AVENUE.DWG 29 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM PARK AVENUE 10+00 TO 15+25 10 PARK AVENUE STA 10+00 TO 15+25 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
WHITE OAK WAY
FAIRMONT AVENUE
MATCH LINE STA 15+25 SEE SHEET C2.22 PARK AVENUE TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 3" AC GRIND 1 1 2" LEVELING COURSE OF 1
2" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X XX PLAN SHEET DETAIL # SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 12" YELLOW THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL 12" YELLOW THERMOPLASTIC LADDER CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 2.00 EA 3.00 LF 191.00 EA 1.00 S1S2S3 STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3 14.0' ± (E) PARKING & TRAVEL LANE (WIDTH VARIES) 14.0'
± (E) PARKING & TRAVEL LANE (WIDTH VARIES) CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE WATER VALVE 12 S4 S4 38 LF 45 LF 33 LF 40 LF 35 LF GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY.
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E E E E E 254 250 248 242 236 230 228 224 218 212 200 1440 165 207 213 217 223 243 235 229 SD SD
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2 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.22 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\26 PARK AVENUE.DWG 30 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM PARK AVENUE 15+25 TO 24+00 MATCH LINE STA 19+75 SEE BELOW
MATCH LINE STA 15+25
SEE SHEET C2.21 10 PARK AVENUE STA 15+25 TO 19+75
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 19+75 SEE ABOVE 10 PARK AVENUE STA 19+75 TO 24+00 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 PARK AVENUE PARK AVENUE
ORANGE AVENUE
CEDAR STREET TREATMENT LIMITS TREATMENT LIMITS
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.23 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\30 ROSEWOOD AVENUE.DWG 31 of 83 PLOTTED BY: DARREN CHOY 5/29/2025 11:44 AM ROSEWOOD AVENUE 10+00 TO 14+75 MATCH LINE STA 14+75
SEE SHEET C2.24 10 ROSEWOOD AVENUE STA 10+00 TO 14+75
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
ARROYO AVENUE TREATMENT LIMITS ROSEWOOD AVENUE 14' 7' LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY, PAVEMENT REPAIR EXTENTS. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). REMOVE AC AND INSTALL 6" AC DEEP LIFT. SEE DETAIL 03 ON SHEET C3.22. DETAIL REFERENCE CALLOUT. REMOVE 1.5" +/- AC ALONG EX CONCRETE GUTTER. RESTORE BACK AFTER REMOVAL. SEE TYPICAL SECTIONS 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X DETAIL # XX SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 12" YELLOW THERMOPLASTIC LADDER CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 14.00 EA 1.00 EA 1.00 EA 2.00 S1S2S3 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 98.00 16.00 40.00 90.00 SUBTOTAL AREA (SF) 244.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3 1234 14.0' ± (E) PARKING & TRAVEL LANE 14.0' ± (E) PARKING & TRAVEL LANE S4 S4 CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE WATER VALVE LOWER & RESTORE TO GRADE GAS VALVE REPLACE AND INSTALL PCC CURB AND GUTTER (MATCHING EXISTING GRADE) COORDINATE WITH CITY ON ARBORIST RECOMMENDATIONS FOR POSSIBLE TREE ROOT REMOVAL REPLACE AND INSTALL AC BERM (MATCH EXISTING GRADE) 12345 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY.6 C3.22 4 7 PROTECT IN PLACE EXPOSED EX CONC GUTTER. DO NOT OVERLAY WITH NEW AC. NEW AC TO BE PAVED FLUSHED TO TOP EDGE PLAN SHEET OF GUTTER. CONFIRM IN FIELD EXACT LOCATIONS. SEE DETAIL
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
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2 1
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22 20 LF 6 EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.24 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\30 ROSEWOOD AVENUE.DWG 32 of 83 PLOTTED BY: DARREN CHOY 5/29/2025 11:44 AM ROSEWOOD AVENUE 14+75 TO 24+17 MATCH LINE STA 20+00
SEE BELOW
MATCH LINE STA 14+75
SEE SHEET C2.23 10 ROSEWOOD AVENUE STA 14+75 TO 20+00
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 20+00
SEE ABOVE 10 ROSEWOOD AVENUE STA 20+00 TO 24+17
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS ROSEWOOD AVENUE
MORSE BLVD
BAYTREE ROAD
ASTER ROAD TREATMENT LIMITS
BRITTAN AVENUE 14 LF ROSEWOOD AVENUE 10' 3' 10' 9' TREATMENT LIMITS 4' 4' SD
SD
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SD
SD
SD
SD
SD
SD
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SD
SD
SD
SD
SD
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SD
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SD
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SS
SS
SS
SS
SS
SS
SS
E
E
E
E
E
E
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E E E E E E E E E
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S
SD SD SD SD
SS
SS
1 2
3 4 1087 1080 1082 2710 2720 2730 2721 2717 2711 1085
3 C3.13
4 C3.13 LIP
30' LIP
2 1
3 4
4 4
2 SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK 2" AC GRIND 2" AC INLAY
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.25 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\403 SAN MIGUEL WAY.DWG 33 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:37 PM SAN MIGUEL WAY 10+00 TO 12+54 10 SAN MIGUEL WAY STA 10+00 TO 12+54 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
HEWITT DRIVE LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2" AC GRIND 2" AC INLAY OF 1 2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX
10'
13'
5'
15'
28'
5'
6'
8'
8'
36'
4'
4' PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 205.00 48.00 264.00 16.00 SUBTOTAL AREA (SF) 533.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. 1234 15.0'
± (E) PARKING & TRAVEL LANE 15.0'
± (E) PARKING & TRAVEL LANE CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. LOWER & RESTORE TO GRADE WATER VALVE. LOWER & RESTORE TO GRADE SSCO. REPLACE WITH H-20 TRAFFIC RATED BOX. REINSTALL SURVEY MONUMENT. UNDER CALIFORNIA LICENSED SURVEYOR: • REFERENCE OUT PRIOR TO START OF CONSTRUCTION • FILE PROPER DOCUMENTATION SHOWING ORIGINAL AND REPLACEMENT MONUMENTS AFTER CONSTRUCTION • SEE DETAIL 30 ON SHEET C3.20 1423 SAN MIGUEL WAY
℄ (E) AC THICKNESS UNDETERMINED (E) AB THICKNESS UNDETERMINED TREATMENT LIMITS GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY.
W
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W
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W
W
W
W
W
W
W
W
W
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
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GAS
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GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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E
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E
E
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E
E 535 1984 1978 1972 1966 1960 1950 1948 1942 1936 1930 1929 1937 1943 1949 1961 1967 1973 1979 1985 615 S1 S3 S1 S2 3 3 S11S12 S11 S11 S11
3S13 S13 22 LF 23 LF S14 S14
9 9
9 9
9 9 SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK ℄ CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE STORM MANHOLE LOWER & RESTORE TO GRADE WATER VALVE LOWER & RESTORE TO GRADE GAS VALVE REMOVE & REPLACE CURB AND GUTTER (MATCH EXISTING GRADE). SEE CURB & GUTTER DETAIL NO. 6 ON SHEET C3.20. COORDINATE WITH CITY ON ARBORIST RECOMMENDATIONS FOR POSSIBLE TREE ROOT REMOVAL REMOVE & REPLACE AC SPEED HUMP. SEE DETAIL 156 ON SHEET C3.21. LOWER & RESTORE TO GRADE UTILITY MANHOLE PROTECT IN PLACE EXPOSED EX CONC GUTTER. DO NOT OVERLAY WITH NEW AC. NEW AC TO BE PAVED FLUSHED TO TOP EDGE OF GUTTER. CONFIRM IN FIELD EXACT LOCATIONS. SEE DETAIL THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.26 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\32 ST FRANCIS WAY.DWG 34 of 83 PLOTTED BY: DARREN CHOY 5/29/2025 3:37 PM ST FRANCIS WAY 1 10+75 TO 16+50 ST FRANCIS WAY 1 STA 10+75 TO 16+50 10 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 16+50 SEE SHEET C2.27
PARK AVENUE ST FRANCIS WAY 23 LF 487 LF TREATMENT LIMITS LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY, PAVEMENT REPAIR EXTENTS. 3" AC GRIND 1 1 2" LEVELING COURSE OF 1
2" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). REMOVE AC AND INSTALL 6" AC DEEP LIFT. SEE DETAIL 03 ON SHEET C3.22. DETAIL REFERENCE CALLOUT. REMOVE 1.5" +/- AC ALONG EX CONCRETE GUTTER. RESTORE BACK AFTER REMOVAL. SEE TYPICAL SECTIONS 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 5.00 LF 46.00 LF 2,568.00 EA 4.00 EA 9.00 EA 4.00 EA 3.00 LF 24.00 EA 2.00 LF 134.00 EA 21.00 EA 11.00 LF 229.00 LF 98.00 S1S2S3S4S6S9S7 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 60.00 40.00 288.00 112.00 525.00 120.00 159.00 111.00 24.00 70.00 321.00 40.00 80.00 128.00 48.00 1,277.00 108.00 63.00 840.00 386.00 112.00 738 924.00 SUBTOTAL AREA (SF) 6574.0000 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-25 1310 ST FRANCIS AVENUE 3.0 4.0 NO B-26 1899 ST FRANCIS AVENUE 6.0 3.0 NO STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S8S5 123456789101112131415161718192021 SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 21 OF CALTRANS STANDARD PLAN A20A. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 1 OF CALTRANS STANDARD PLAN A20A. INSTALL SPEED HUMP MARKING. SEE DETAIL 156 ON SHEET C3.21. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. REMOVE AND INSTALL R1-1 & R1-3P SIGNS ON EXISTING POST. SEE DETAIL 31 ON SHEET C3.21. RE-INSTALL R1-6 TRAFFIC SIGN "STOP FOR PEDESTRIANS" PER CALIFORNIA MUTCD STANDARD SIGNAGE INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. INSTALL 12" WHITE THERMOPLASTIC LADDER CROSSWALK STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC SHARROW PAVEMENT MARKING INSTALL W11-1 & W16-1 SIGNS ON NEW POST. SEE DETAIL 31 ON SHEET C3.21. RE-PAINT RED CURB WITH "SC ★PD" STENCILED IN WHITE. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK STRIPING PER CALTRANS STANDARD PLAN A24F. S7S8S9S1S2S3S4S6S5 S10 S10 17.0' ± (E) PARKING & TRAVEL LANE 17.0' ± (E) PARKING & TRAVEL LANE S5 12 S11 S1234 S11 S1256 S13 S137 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC. 48 LF 50 LF S14 S13 222389 C3.22 4 W
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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
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ELEC 1910 1905 1825 1815 1820 1930 1924 1918 1912 1906 1907 1925 1917 1929 S3 S3 S3
S11 S12 S12 S11 S11
S12 S11
S13
24 LF
1 2
3 9
9 9
9 9
9 9
9 X
X
X
X X
X
X
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E
E
E
E
E
E
E
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E
E
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E
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E E E E E E E E E
E E E E E E E
E E E E E E E E E E E E E E E E E 1681 1732 1724 1682 1681 1634 1618 1700 1701 1733 1725 1717 1703 1643 1635 1627 1619 1800 S10 S10 S5 S1 S1 S4 S4 S3 S3 1 C3.15
1 C3.14 S11
1 S11 S12 S12 S11 1 S11 S12 S12 S11 S5
7 24 LF S13
1 C3.14
2 C3.14
3 C3.14
1 C3.15 S5 S10
3 6
5 4
3 AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT 9 9 9
9 9
9 9
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.27 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\32 ST FRANCIS WAY.DWG 35 of 83 PLOTTED BY: DARREN CHOY 5/29/2025 3:37 PM ST FRANCIS WAY 1 16+50 TO 27+75 10 ST FRANCIS WAY 1 STA 16+50 TO 22+25 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 22+25 SEE ABOVE 10 ST FRANCIS WAY 1 STA 22+25 TO 27+75 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 22+25 SEE BELOW
MATCH LINE STA 16+50 SEE SHEET C2.26
GOVER LANE
MATCH LINE STA 27+75
SEE SHEET C2.28
CEDAR STREET 33 LF 466 LF ST FRANCIS WAY ST FRANCIS WAY 15 LF 12'
5'
8'
5'
6'
37'
11'
6' 28' 4' 56' 24' 8' 9' 9' 4' 15' 4' 30' B-26 SEE PAVEMENT CORE INFO ON C2.26 TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS 254 LF 165 LF CHESTNUT STREET 14 LF 27' 13 LF
SD
SD
SD
SD
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SD SD SD SD SD SD
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1 S11 S11 S11 S11
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OF CA L I FORN I A
C I V I L NO . 8 7 13 1
MA NNY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
&,7<2)6$1&$5/26
38%/,&:25.6
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
:::&,7<2)6$1&$5/26&20 õîñ{òôñ{ðñòõ ’v˚ooX}u BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.28 1 B6850+):9B˘˘ˇB˘ˇ˘ˆ°9'4°)'8259°˘˘ˆ°6'<+°8+.'(B*=-Bˇ°°62'4°9.++:9B8+6'/8Bˇ˘°9:°,8'4)/9°='?*=- 36 of 83°625::+*°(? *'88+4°).5?°˙˘˜˘˘˙°ˇ ˇ˛°63 ST FRANCIS WAY 1 27+75 TO 38+75 10 ST FRANCIS WAY 1 STA 27+75 TO 33+25 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 33+25
SEE ABOVE 10 ST FRANCIS WAY 1 STA 33+25 TO 38+75
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 33+25
SEE BELOW ST FRANCIS WAY
ELM STREET
MATCH LINE STA 38+75
SEE SHEET C2.29
MATCH LINE STA 27+75
SEE SHEET C2.27
EL SERENO DRIVE
WALNUT STREET
ORTEGA ALLEY ST FRANCIS WAY 464 LF 16 LF15 LF 16 LF 329 LF 25 LF 13 LF 24 LF 133 LF :8+':3+4:°2/3/:9 :8+':3+4:°2/3/:9 :8+':3+4:°2/3/:9 4' 17' 30' 3' 13' 7' 4' 28' 4' 6' 7' 10' 15' 13' 4' 18' 7' 4' 18' 13' 10' 4' 20' 4' 32' 4' 9'
83'
12'
4'
4'
10'
13'
20'
7'
11'
12'
12'
9'
8'
8' B-25 SEE PAVEMENT CORE INFO ON C2.26
120' :8+':3+4:°2/3/:9 :8+':3+4:°2/3/:9:8+':3+4:°2/3/:9 18 LF 25 LF 22 LF 5 LF 14 LF 10 LF 14 LF 14 LF 14 LF
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2 C3.8
1 C3.8
3 C3.8 S3 12 LF 20 19 21 22 23 S3 S8 S8
5 5 BEGIN END 5 BEGIN END 5
8 9
9 END 5 BEGIN 5
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 13 1
MA NNY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.29 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\32 ST FRANCIS WAY.DWG 37 of 83 PLOTTED BY: DARREN CHOY 5/29/2025 3:37 PM ST FRANCIS WAY 1 38+75 TO 40+50 10 ST FRANCIS WAY 1 STA 38+75 TO 40+50 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 38+75
SEE SHEET C2.28 73 LF ST FRANCIS WAY 9' 4' 12' 4' 7' 16' 4' 41 LF TREATMENT LIMITS LAUREL STREET TREATMENT LIMITS TREATMENT LIMITS EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGEEX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE 128 LF EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE 5 2
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E 2423 2415 208 2424 2410 178 179 2330 2310 2300 483 213 2335 2315 2305 2245 S2 S1 S3 S7 S7 S1S4 S2 S3 S2 S3 S3 S2 S2 S5 S11 S6 S6 95 LF 66 LF 9 LF 3 C3.16
2 2
3 2
2 2
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3 S8 S9 S8 S9 S8 S9 S8 S9 S8 S9
1 1 8 LF S10 8 LF S10 S3
3 C3.16 21 LF AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT 5 SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK ℄ CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE STORM MANHOLE LOWER & RESTORE TO GRADE WATER VALVE LOWER & RESTORE TO GRADE GAS VALVE PROTECT IN PLACE EXPOSED EX CONC GUTTER. DO NOT OVERLAY WITH NEW AC. NEW AC TO BE PAVED FLUSHED TO TOP EDGE OF GUTTER. CONFIRM IN FIELD EXACT LOCATIONS. SEE DETAIL THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.30 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\36 ST FRANCIS WAY.DWG 38 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM ST FRANCIS WAY 2 10+00 TO 15+75 MATCH LINE STA 15+75
SEE SHEET C2.31 10 ST FRANCIS WAY 2 STA 10+00 TO 15+75
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
GARNET AVENUE
ALAMEDA DE LAS PULGAS
EMERALD AVENUE 21 LF TREATMENT LIMITS 175 LF 15 LF TREATMENT LIMITS 13 LF TREATMENT LIMITS 175 LF 15 LF TREATMENT LIMITS 15 LF TREATMENT LIMITS LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 3" AC GRIND 1 1 2" LEVELING COURSE OF 1
2" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). REMOVE AC AND INSTALL 6" AC DEEP LIFT. SEE DETAIL 03 ON SHEET C3.22. DETAIL REFERENCE CALLOUT. REMOVE 1.5" +/- AC ALONG EX CONCRETE GUTTER. RESTORE BACK AFTER REMOVAL. SEE TYPICAL SECTIONS 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX 23' 4' 7' 25' 8' 19' 22' 20' 21' 4' B-27 SEE PAVEMENT CORE INFO ON C2.30 SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 3.00 LF 79.00 EA 5.00 EA 1.00 LF 95.00 LF 30.00 LF 769.00 EA 8.00 EA 8.00 LF 35.00 LF 98.00 S1S2S3S4S6S7 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 92.00 175.00 152.00 440.00 84.00 50.00 128.00 231.00 140.00 80.00 110.00 100.00 64.00 SUBTOTAL AREA (SF) 1,846.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-27 2410 ST FRANCIS AVENUE 9.5 <1.0 NO STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND Q4UANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S5 12345678910111213 SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 12" WHITE THERMOPLASTIC LADDER CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL 6” YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 21 OF CALTRANS STANDARD PLAN A20A. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 1 OF CALTRANS STANDARD PLAN A20A. INSTALL WHITE THERMOPLASTIC SHARROW PAVEMENT MARKING INSTALL W11-1 & W16-1 SIGNS ON NEW POST. SEE DETAIL 31 ON SHEET C3.21. RE-PAINT RED CURB WITH "SC ★PD" STENCILED IN WHITE. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING. S7S1S2S3S4S6S5 17.0' ± (E) PARKING & TRAVEL LANE 17.0' ± (E) PARKING & TRAVEL LANE 1 S8S9234 S8S9 S10 S10 S11 S11 PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC. GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. ST FRANCIS WAY5 C3.22 4 13 10 12 11
9 8
7 6 W
W
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2 2
3 3
2 16 LF
4 S8S9 S8 S9 S8 S9 S10S10 8 LF 11 LF EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.31 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\36 ST FRANCIS WAY.DWG 39 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM ST FRANCIS WAY 2 15+75 TO 21+00 MATCH LINE STA 15+75
SEE SHEET C2.30 10 ST FRANCIS WAY 2 STA 15+75 TO 21+00
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
RUBY AVENUE
PEARL AVENUE 32 LF 199 LF 222 LF 17 LF TREATMENT LIMITS18 LF 5' 10' 7' 32' 33' 7' 20' 7' 20' 5' 4' 11' 5' 11' 6' 15' 20' 5' 8' 8' 20'
4' TREATMENT LIMITS TREATMENT LIMITS ST FRANCIS WAY
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.32 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\38 WALNUT STREET 1.DWG 40 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM WALNUT STREET 2 10+00 TO 15+75 MATCH LINE STA 14+50
SEE SHEET C2.33 10 WALNUT STREET 2 STA 10+00 TO 15+75
0 20 40 1:20 FEET
BRITTAN AVENUE WALNUT STREET PLAN VIEW SCALE = 1:20 14 LF TREATMENT LIMITS LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). REMOVE AC AND INSTALL 6" AC DEEP LIFT. SEE DETAIL 03 ON SHEET C3.22. DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX 16' 7' 4' 15' 9' 64' 24' 3' 59' 21' 12' 8' 9' 36' 8' 2' 21' 3' 19' 10' 7' 10' 5' 9' 3' 38' 9' 35' 66' 14' 11' 23' B-17 SEE PAVEMENT CORE INFO ON C2.32 SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 4” PARKING "T" STRIPE. RE-PAINT RED CURB WITH "SC ★PD" STENCILED IN WHITE. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 14.00 EA 2.00 EA 1.00 EA 1.00 LF 12.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 1,528.00 2,221.00 180.00 35.00 144.00 SUBTOTAL AREA (SF) 4,108.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3 12345 S4 13.0' ± (E) PARKING & TRAVEL LANE 13.0' ± (E) PARKING & TRAVEL LANE PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-17 1161 WALNUT STREET 3.5 4.0 NO CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE WATER VALVE LOWER & RESTORE TO GRADE GAS VALVE 12 S5 S5 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC.3
SD SD SD SD SD SD SD SD SD
SD SD SD SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W W
W
W W
W W W W W
SS
SS
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
SS SS SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS
GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
E
E
E
E
E
E
E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
G
5 4
3 1251 1263 1277 1301 1309 1310 1182 1188 1248 1183 1260 1 C3.18
1 C3.18
2 2
3 AC DEEP LIFT TO INCLUDE PAVING MAT PER STREET SITE TREATMENT THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.33 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\38 WALNUT STREET 1.DWG 41 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM WALNUT STREET 2 14+50 TO 16+28 10 WALNUT STREET 2 STA 14+50 TO 16+28 0 20 40 1:20 FEET WALNUT STREET PLAN VIEW SCALE = 1:20
MATCH LINE STA 14+50
SEE SHEET C2.32 TREATMENT LIMITS
GREENWOOD AVENUE 30' 6' 5' 7' 4' 14' 7' 4' 14' 11' 8' 3' 12 LF S5 S2 W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
GAS
GAS
GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
6" VCP
6" VCP
SS 6" VCP
SS SS
SS SS SS
SS SS SS
SS SS
SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
6" VCP
6" VCP
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
8" CI
8" CI
6" AC
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
1 " PL 2
3 4
"
OH
OH
OH
OH
OH
OH
OH
OH
OH
W
W
W
W
W 924 927 123 933 941 947 953 950 940 934 928
YIELD YIELD
YIELD
1 2
3 4
5 1 C3.19
3 C3.19
2 C3.15 S7 S7 S7 S6 S6 S6 S4 S5 S3 BEGIN S3 END END S3 S3 BEGIN BEGIN S5 END S5 S4 BEGIN S5 S5 END 2 1
2 1
2 SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK ℄
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 13 1
MA NNY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.34 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\800 WOODLAND AVENUE.DWG 42 of 83 PLOTTED BY: DARREN CHOY 6/4/2025 4:17 PM WOODLAND AVENUE 15+00 TO 20+50 MATCH LINE STA 20+50
SEE SHEET C2.35 10 WOODLAND AVENUE STA 15+00 TO 20+50
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. 2 1 2" AC GRIND 1" LEVELING COURSE OF 3
8" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETIAL 21 OF CALTRANS STANDARD PLAN A20A INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL 6" WHITE THERMOPLASTIC STRIPING PER DETAIL 38A OF CALTRANS STANDARD PLAN A20D INSTALL WHITE THERMOPLASTIC YIELD LINE PER CALTRANS STANDARD PLAN A24G INSTALL WHITE THERMOPLASTIC "YIELD" PAVEMENT MARKING PER CALTRANS STANDARD PLAN DETAIL A24D SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 11.00 EA 1.00 EA 100.00 EA 3.00 LF 290.00 SF 60.00 EA 2.00 S1S2S3 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 220.00 110.00 655.00 110.00 530.00 294.00 205.00 410 400.00 60.00 SUBTOTAL AREA (SF) 2994.0000 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3 1234 14.0' ± (E) PARKING & TRAVEL LANE 14.0' ± (E) PARKING & TRAVEL LANE S4 S4 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. EXISTING PAVEMENT MAY CONTAIN PAVEMENT FABRIC DESPITE PAVEMENT CORING LOG RESULTS. ANY ASSUMPTION OF THE PRESENCE OF PAVEMENT FABRIC SHALL BE AT THE CONTRACTOR'S SOLE RISK. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING AC PAVEMENT THAT CONTAINS PAVEMENT FABRIC. 3. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY 4. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE WATER VALVE 12 5678910 S5S6 S5S6 S7 S7 TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-101 107 WOODLAND AVENUE 4 3 NO PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC.
SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD 6" VCP 6" VCP
6" VCP SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
W 6" VCP
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
OH
OH
OH
OH
OH 1100 1611 10 S2 S3
1 2
TELE
TELE
TELE
6" VCP
6" VCP
6" VCP
6" VCP
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
6" VCP
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
8" CI
W
W
W
W
W
W
W
W
W
8" CI
6" AC
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS
GAS GAS GAS
3 4
"
3 4
"
3 4
"
1 2
" PL
1 1
4 " PL
1 2
" PL
1 2
" PL
W
W
W
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
6 7
8 9
4 C3.19
5 C3.19 S4 S4
2 1
1 B-101 SEE PAVEMENT CORE INFO IN SHEET C2.22
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 13 1
MA NNY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.35 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\800 WOODLAND AVENUE.DWG 43 of 83 PLOTTED BY: DARREN CHOY 6/4/2025 4:17 PM WOODLAND AVENUE 20+50 TO 27+11 MATCH LINE STA 24+75
SEE BELOW
MATCH LINE STA 20+50 SEE SHEET C2.34 10 WOODLAND AVENUE STA 20+50 TO 24+75 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 24+75
SEE ABOVE 10 WOODLAND AVENUE STA 24+75 TO 27+11
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 TREATMENT LIMITS TREATMENT LIMITS SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS
GAS GAS GAS GAS GAS GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
1 102 17 154 148 144 140 136 107 153 149 145 139 135 16 TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS S2 S3 S1 1 C3.2
2 C3.2
1 2
2 1
2 6
1 7
7 8 EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE 22' ± (E) PARKING & TRAVEL LANE 22'
± (E) PARKING & TRAVEL LANE SLOPE VARIES
℄ MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.36 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\10 DEVONSHIRE BOULEVARD 2 .DWG 44 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 9:25 AMDEVONSHIRE BOULEVARD 2 10+00 TO 14+50
MATCH LINE STA 15+10 SEE SHEET C2.37 10 DEVONSHIRE BOULEVARD 2 STA 10+00 TO 14+50 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
WINDSOR DRIVE
DEVONSHIRE BOULEVARD
WINDSOR DRIVE TREATMENT LIMITS 11 LF LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 3" AC GRIND 1 1 2" LEVELING COURSE OF 1
2" AC + PAVING MAT + 1 1
2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX
9'
7' B-2 SEE PAVEMENT CORE INFO ON C2.36 SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL 12" YELLOW THERMOPLASTIC CONTINENTAL CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. RE-PAINT RED CURB WITH "SC ★PD" STENCILED IN WHITE. RE-PAINT GREEN CURB. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 11.00 LF 88.00 EA 1.00 EA 2.00 EA 1.00 LF 113.00 LF 199.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 63.00 SUBTOTAL AREA (SF) 63.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-2 148 DEVONSHIRE BOULEVARD 5.0 4.0 4.0 DEPTH B-3 20 DEVONSHIRE BOULEVARD 3.0 3.0 1.0 DEPTH STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3S4 S5 S5 1 13.5'
± (E) PARKING & TRAVEL LANE 13.5'
± (E) PARKING & TRAVEL LANE CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE WATER VALVE LOWER & RESTORE TO GRADE GAS VALVE REMOVE & REPLACE EX VEHICULAR DETECTOR LOOP PER CALTRANS STANDARD PLAN RSP ES-5B (TO BE LAID WITHIN THE ROAD PAVEMENT PRIOR TO FINAL LIFT OF ASPHALT CONCRETE) LOWER & RESTORE TO GRADE DETECTOR HANDLE LOWER & RESTORE TO GRADE STORM MANHOLE REPLACE AND INSTALL PCC CURB AND GUTTER (MATCHING EXISTING GRADE) COORDINATE WITH CITY ON ARBORIST RECOMMENDATIONS FOR POSSIBLE TREE ROOT REMOVAL 213456 S6 S6S7 S7 149 LF 39 LF GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC.78 88 LF
SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W W W W W
W
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W
W
W
W
W
W
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W
W
W
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W
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W
W
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W
W
W
W
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W
W
W
W
W
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W
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W
W
W
W
W
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W
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W
W
W
W
W
W
W
W
W
W
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SS
SS
SS
SS
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SS SS SS SS SS SS SS SS SS SS SS SS SS
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GAS
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GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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E
E
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E
E
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E
E
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E
E
E
E
E
E
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E G
G
SD SD 132 124 120 116 112 108 100 135 127 99
X X X X X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X S4 S4
6 1 1
2 2
6 2
3 3
4 C3.2
3 C3.2
2 SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
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W
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W
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W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE TELE TELE
TELE
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SS
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GAS
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GAS
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GAS GAS GAS
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GAS
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GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
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GAS GAS GAS GAS GAS GAS
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GAS
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GAS GAS GAS GAS
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
ATT
S
SS 10 44 28 17 22 20 16 12
2 1
X
X
X
X S5
1 4
4 4
4 5
4 C3.2 EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.37 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\10 DEVONSHIRE BOULEVARD 2 .DWG 45 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 9:25 AMDEVONSHIRE BOULEVARD 2 14+50 TO 25+79
MATCH LINE STA 20+60 SEE BELOW
MATCH LINE STA 15+10 SEE SHEET C2.36 10 DEVONSHIRE BOULEVARD 2 STA 14+50 TO 20+00 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 20+60 SEE ABOVE 10 DEVONSHIRE BOULEVARD 2 STA 20+00 TO 25+79 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
DEVONSHIRE BOULEVARD
MOLTON AVENUE
DEVONSHIRE BOULEVARD
SAN CARLOS AVENUE TREATMENT LIMITS TREATMENT LIMITS B-3 SEE PAVEMENT CORE INFO ON C2.36 TREATMENT LIMITS
FAY DRIVE
1 210 LF S6 10 LF S7 94 LF S6 8 LF S6 20 LF S6 20 LF S6 10 LF S7 29 LF S6 7 LF 10 LF S6 7 LF S6 S7 76 LF S6 4 LF S6 6 LF S6 25 LF
SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
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SS
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SS
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SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
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SS
SS
SS
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SS
SS
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SS
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SS
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SS
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SS
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SS
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GAS GAS G GAS GAS GAS GAS
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GAS
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GAS
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GAS
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
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GAS
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GAS
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GAS
GAS
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
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GAS
E
E
E
E
E
E
E
E
E
E
E
E
E SL SL 40 50 58 66 1200 1201 50 58 64 80 96
1 C3.4
2 C3.4 S4 S4 S5
S5 S6 S6 S7 S10 S2 TREATMENT LIMITS 406 LF 74 LF 98 LF 494 LF 392 LF 65 LF 1 1
1 3
3B-6 SEE PAVEMENT CORE INFO ON C2.38 SLOPE VARIES
℄ MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.38 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\17 LAUREL STREET 1.DWG 46 of 83 PLOTTED BY: DARREN CHOY 6/3/2025 4:15 PM LAUREL STREET 1 10+00 TO 15+00 MATCH LINE STA 15+00 SEE SHEET C2.39 LAUREL STREET 1 STA 10+00 TO 15+00 10 0 20 40 1:20 FEET
SPRING STREET PLAN VIEW SCALE = 1:20 LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT REPAIR EXTENTS. 2 1 2"AC GRIND & 2
1 2" INLAY OF 1
2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). REMOVE AC AND INSTALL 6" AC DEEP LIFT. SEE DETAIL 03 ON SHEET C3.22. DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. INSTALL WHITE THERMOPLASTIC "TYPE IV (L) ARROW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. INSTALL 6" WHITE THERMOPLASTIC STRIPING PER DETAIL 27B OF CALTRANS STANDARD PLAN A20B. INSTALL 8" WHITE THERMOPLASTIC STRIPING PER DETAIL 38B OF CALTRANS STANDARD PLAN A20D. INSTALL 4” WHITE THERMOPLASTIC STRIPE. INSTALL WHITE THERMOPLASTIC "NO PARKING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24E. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 32 OF CALTRANS STANDARD PLAN A20B. INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING. RE-PAINT RED CURB WITH "SC ★PD" STENCILED IN WHITE. RE-PAINT BLUE CURB. INSTALL W11-1 & W16-1 SIGNS ON NEW POST. SEE DETAIL 31 ON SHEET C3.21. INSTALL WHITE THERMOPLASTIC "SHARED ROADWAY BICYCLE MARKING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 101.00 EA 4.00 EA 4.00 LF 533.00 EA 3.00 LF 1,614.00 LF 218.00 LF 160.00 EA 1.00 LF 1,081.00 EA 1.00 LF 116.00 LF 13.00 EA 2.00 EA 5.00 S1S2S3S4S6S9 S10 S7 PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-6 64 LAUREL STREET 5.5 <1.0 NO B-7 128 LAUREL STREET 4.0 3.0 NO STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S7S8 S10 S9 S8 S11 S1S2S3S4S6 S11 S5 S5 23' ± (E) PARKING & TRAVEL LANE 23'
± (E) PARKING & TRAVEL LANE S12 S13 S14 S15 S12 S13 S14 S15 CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE WATER VALVE LOWER & RESTORE TO GRADE STREETLIGHT BOX 213 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC.
LAUREL STREET
SD
SD
SD SD SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD
SD SD SD SD SD SD SD SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
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W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
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SS
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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E
SL
SL ELEC
S
SS
SS
SS
SL SL SL
SL 90 96 124 129 180 240 100 128 156 188
X
X
X S3
X S1 S3 S8 S2
3 C3.5
1 C3.5
2 C3.5 S4 S4 S5 S5 S6 S6 S6 S6S6 S7 S7 S9 S10 S11
S10
4 C3.5
127 LF 16 LF 80 LF 75 LF 81 LF 42 LF 126 LF377 LF 69 LF (TYP) (45°, 16' ±) 460 LF 216 LF 37 LF 155 LF TREATMENT LIMITS TREATMENT LIMITS B-7 SEE PAVEMENT CORE INFO ON C2.38 S15 S15 S15 S14
1 1
2 1 S13 13 LF 64 LF S12 10 LF S12 S12 10 LF
1 3
3 3
3 1 S1 S8 160 LF S2 S12
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
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W
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W W W W W W W W W W W W W W W W W
SD
TELE TELE TELE TELE TELE TELE
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TELE
TELE TELE
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
GAS
GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
E E E E E E E E E E
E E E E E
E E E E E E E E E
S SS 240 260 290 S2 S3 S1
1 C3.6 S4S6 S6 S10
3 C3.6 22 LF TREATMENT LIMITS 267 LF 200 LF 246 LF 127 LF 2 C3.6
1 C3.7 S15 S15 S15 S14
2 2
S12
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.39 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\17 LAUREL STREET 1.DWG 47 of 83 PLOTTED BY: DARREN CHOY 6/3/2025 4:15 PM LAUREL STREET 1 15+00 TO 23+50 MATCH LINE STA 20+25 SEE BELOW
MATCH LINE STA 15+00
SEE SHEET C2.38 10 LAUREL STREET 1 STA 15+00 TO 20+25
0 20 40 1:20 FEET
HULL DRIVE PLAN VIEW SCALE = 1:20
MATCH LINE STA 20+25 SEE ABOVE PLAN VIEW SCALE = 1:20 LAUREL STREET 1 STA 20+25 TO 23+50 10 0 20 40 1:20 FEET
OAK STREET 32 LF LAUREL STREET
LAUREL STREET
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W W W
W
W
W W W
W W
W
W
W
W
W
W
W
W
W
W
W
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE TELE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S
SS
SS
SS
SS
SS
SS
GAS GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS
GAS GAS GAS GAS GAS
GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
W
W
W
W 3395 3391 3390 3394 3390 3386 3387 3383 TREATMENT LIMITS TREATMENT LIMITS 12' 7' 7' 7' 7' 4' 53' 5' 14' 5' 46' 11' 62' 24' 7' 7' 6' 16' 7' 9' 19' 5' 15' 5' 9' 4' 9' 4' 17' 11' 13' 29' 36' 5' 18' 7' 10' 4' 10' 2' 14' 6' 7' 17' 7' 4' 13' 1 13 12 11 10
9 8 6
7 5
4 3
1 2 S2 S1 S1 S6 S2 S3 S3 MELENDY DRIVE 53 LF 432 LF 197 LF 283 LF 224 LF 221 LF S4 S4 S4 1 2
2 2 2 2 2 2 S8 S7 S7 S7
1 C3.9
2 C3.9 60 LF 36 LF
2 4 SLOPE VARIES MATCH GUTTERLIP MATCH GUTTERLIP SLOPE VARIES (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK 2" AC GRIND 2" AC INLAY
℄
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.40 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\22 MELENDY DRIVE.DWG 48 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 4:25 PM MELENDY DRIVE 10+00 TO 15+00 10 MELENDY DRIVE STA 10+00 TO 15+00 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 15+00
SEE SHEET C2.41
CRESTVIEW DRIVE
REGENT COURT LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY, PAVEMENT REPAIR EXTENTS. 2" AC GRIND & 2" INLAY OF 1 2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). REMOVE AC AND INSTALL 6" AC DEEP LIFT. SEE DETAIL 03 ON SHEET C3.22. DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X PLAN SHEET DETAIL # XX SIGNING & STRIPING NOTES INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 4” WHITE THERMOPLASTIC STRIPING. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. INSTALL 6" WHITE THERMOPLASTIC STRIPING PER DETAIL 27B OF CALTRANS STANDARD PLAN A20B. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "SHARED ROADWAY BICYCLE MARKING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. INSTALL W11-1 & W16-1 SIGNS ON NEW POST. SEE DETAIL 31 ON SHEET C3.21. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 4.00 LF 96.00 LF 3,089.00 LF 6,397.00 EA 6.00 LF 53.00 EA 24.00 EA 8.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 84.00 49.00 28.00 265.00 894.00 63.00 95.00 75.00 36.00 335.00 126.00 28.00 327.00 24.00 16.00 42.00 44.00 585.00 16.00 16.00 16.00 24.00 1,186.00 1,559.00 5,598.00 45.00 35.00 181.00 499.00 346.00 517.00 171.00 322.00 48.00 16.00 277.00 695.00 510.00 234.00 246.00 16.00 SUBTOTAL AREA (SF) 15,689.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-29 3141 MELENDY DRIVE 4.5 9.0 1.5" DEPTH B-30 3365 MELENDY DRIVE 6.0 4.0 1.5" DEPTH STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3S4 S5 S5 1234567891011121314151617181920212223242526272829303132333435363738394041 19.0' ± (E) PARKING & TRAVEL LANE 19.0' ± (E) PARKING & TRAVEL LANE S6 S6 CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE WATER VALVE REPLACE AND INSTALL PCC CURB AND GUTTER (MATCHING EXISTING GRADE) REINSTALL SURVEY MONUMENT. UNDER CALIFORNIA LICENSED SURVEYOR: • REFERENCE OUT PRIOR TO START OF CONSTRUCTION • FILE PROPER DOCUMENTATION SHOWING ORIGINAL AND REPLACEMENT MONUMENTS AFTER CONSTRUCTION • SEE DETAIL 30 ON SHEET C3.20 123 S7S8 S7S8 S8 S8 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC.4
SD SD SD SD SD
SD
SD
SD
SD SD SD SD SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E 3374 3370 3366 3362 3358 3350 3346 3379 3375 3371 3365 3363 3359 3355 6' 4' 4' 4' 7' 6' 11' 4' 7' 5'3' 11' 3' 24' 40' 2'
5'
40'
35' B-30 SEE PAVEMENT CORE INFO ON C2.40 7' 14' 6' 10' 17 16 15 14 18 18 S5 S3 S4 502 LF S4 500 LF 498 LF
2 1 S7 S7 S7 S7
4 W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS
GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS GAS GAS GAS
GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E 3346 3342 3340 3336 3332 3328 3324 3359 3355 3341 3337 3333 3329 3325 3344 5'3'
11'
3'
24'
40'
2'
1'
1'
140'
140'
5'
40'
6'
35' 4' 4' 4' 4' 4' 4' 4' 6' 8'
106'
103'
8' 22 20 21 19
18 18
23 25
23 S5 S3S4 S4 410 LF 400 LF 390 LF
2 2
2 1 S7 S7 S7 S7
3 2
1 4 EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.41 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\22 MELENDY DRIVE.DWG 49 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 4:25 PM MELENDY DRIVE 15+00 TO 24+00 10 MELENDY DRIVE STA 15+00 TO 20+00 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 15+00
SEE SHEET C2.40
MATCH LINE STA 20+00 SEE BELOW 10 MELENDY DRIVE STA 20+00 TO 24+00 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 20+00 SEE ABOVE
MATCH LINE STA 24+00 SEE SHEET C2.42 MELENDY DRIVE MELENDY DRIVE SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS GAS GAS
GAS GAS
GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
FA 3324 3320 3316 3312 3308 3300 3325 3321 3317 3313 3309 3305 3301 1' 1' 140' 140' 4' 4'
268'
271' 604' 604'
96'
95'
121'
120'
24 23 25
25 3 C3.9 419 LF 425 LF 431 LF
65 LF
55 LF
S3 S3 S4 S4
S4
1 2
2 S8 S7 S7
S7
1 4
4 SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
FA 3300 3290 3280 3270 3260 3240 3230 3210 3301 3291 3281 3271 3261 3241 3231 TREATMENT LIMITS 96'
95'
121'
120'
8'
4'
9'
5'
7'
5' 54'
4' 4' 2' 99' 6'
4'
54'
54'
2'
13'
10' 13'
4' 44'
54'
4'
26' 26'
30 29
27 28
26 25
24 3 C3.9
1 C3.10 S5 65 LF 55 LF 494 LF 382 LF 376 LF S3 S3 S3 S4 S4 S4 139 LF 2 2
2 1 S8 S8 S7 S7 S7 S7
1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.42 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\22 MELENDY DRIVE.DWG 50 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 4:25 PM MELENDY DRIVE 24+00 TO 33+25 10 MELENDY DRIVE STA 24+00 TO 28+25 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 28+25 SEE BELOW
MATCH LINE STA 24+00 SEE SHEET C2.41 10 MELENDY DRIVE 28+25 TO 33+25 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 28+25 SEE ABOVE
MATCH LINE STA 33+25 SEE SHEET C2.43 MELENDY DRIVE
CABOT COURT
MELENDY DRIVE
SD SD SD SD SD SD SD SD SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
TELE TELE TELE
TELE TELE TELE TELE TELE
TELE SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS
GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS
GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E E E
E E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
SS
SS SS 3210 3200 3231 3211 3201 3191 3181 3171 3161 3151 3190 3180 3170 3160 TREATMENT LIMITS 4'
26' 26'
17'
2'
17'
12' 3'
5'
25'
5'
5'4' 8' 4' 36' 44' 8' 4' 43' 12' 4' 4' 4' 8' 35' 4' 72' 6' 78' 4' 5' 159' 36 9' 35 34 3332
31 37
2 C3.10 S5 S3 S3 S4 S4 S4 135 LF 139 LF 496 LF 288 LF 305 LF 3 C3.10
2 2
1 2 S8 S8
1 S7 S7 S7 S7
1 S5
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
S
SS
SS
SS
SS
SS
SS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS
GAS GAS GAS GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E
E
S
S
SS
SS 3151 3141 3131 3121 3111 3101 3160 3150 3140 3130 3120 3110 3025 TREATMENT LIMITS 5' 102' 5' 39' 6' 41' 6' 4' 4' B-30 SEE PAVEMENT CORE INFO ON C2.40 41 39 40 38 S3 S5 S4S4 512 LF 452 LF 455 LF 2 1S8 S7 S7 S7
1 4
4 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.43 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\22 MELENDY DRIVE.DWG 51 of 83 PLOTTED BY: DARREN CHOY 5/19/2025 4:25 PM MELENDY DRIVE 33+25 TO 43+50 10 MELENDY DRIVE STA 33+25 TO 38+25 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
MATCH LINE STA 33+25 SEE SHEET C2.42
MATCH LINE STA 38+25 SEE BELOW
MATCH LINE STA 38+25 SEE ABOVE 10 MELENDY DRIVE STA 38+25 TO 43+50 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20
PICCADILLY COURT MELENDY DRIVE
SOMERSET COURT MELENDY DRIVE
W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W
W
W
W
SS
SS SS SS SS SS SS SS SS SS
S SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E 3395 810 820 830 840 3391 805 3390 3386 3387
2 C3.9
1 C3.9
4 1
2 S1 S2 MATCH GUTTERLIP MATCH GUTTERLIP (E) CURB AND GUTTER (E) SIDEWALK (E) CURB AND GUTTER (E) SIDEWALK SLOPE VARIES SLOPE VARIES ℄
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.44 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\28 REGENT COURT.DWG 52 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM REGENT COURT 10+00 TO 13+75 10 REGENT COURT STA 10+00 TO 13+75 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 MATCH LINE STA 13+75 SEE SHEET C2.45 REGENT COURT MELENDY DRIVE TREATMENT LIMITS LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY, PAVEMENT REPAIR EXTENTS. 3" AC GRIND 3" AC GRIND & 3" INLAY OF 1 2" AC (SEE TYPICAL SECTION DETAIL THIS SHEET). DETAIL REFERENCE CALLOUT. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C3.21 FOR BASE REPAIR DETAILS. CX.X X XX PLAN SHEET DETAIL # SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 15.00 EA 1.00 S1S2 STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2 17.0' ± (E) PARKING & TRAVEL LANE (WIDTH VARIES) 17.0'
± (E) PARKING & TRAVEL LANE (WIDTH VARIES) CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD LOWER & RESTORE TO GRADE WATER VALVE REINSTALL SURVEY MONUMENT. UNDER CALIFORNIA LICENSED SURVEYOR: • REFERENCE OUT PRIOR TO START OF CONSTRUCTION • FILE PROPER DOCUMENTATION SHOWING ORIGINAL AND REPLACEMENT MONUMENTS AFTER CONSTRUCTION • SEE DETAIL 30 ON SHEET C3.20 LOWER & RESTORE TO GRADE SSCO. 12 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY.34 15 LF SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS SS
SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E 850 860 815 835 855 875 895 890 880
1 2
2 3
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C2.45 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\28 REGENT COURT.DWG 53 of 83 PLOTTED BY: DARREN CHOY 5/16/2025 4:36 PM REGENT COURT 13+75 TO 15+87 MATCH LINE STA 16+75
SEE SHEET C2.44 10 REGENT COURT STA 13+75 TO 15+87
0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 REGENT COURT
3.5% 1.5%
X
X
X
X
X
7.5%
7.5%
5.5%
6.3%
1.5%
0.7%
1.5%
2.7%
1.5% 3.6% 4.5% 3.6% 0.5% TC 76.03 BW 76.03 DIFF -0.12± TC 75.41 BW 74.91 DIFF -0.64± TC 75.38 BW 74.88 DIFF -0.60± TC 75.15 BW 75.15 DIFF -0.27± MATCH EX BW 75.10 TC 75.08 BW 75.08 DIFF -0.07± TC 75.31 BW 74.81 DIFF -0.42± TC 75.41 BW 74.91 DIFF -0.68± TC 76.03 BW 76.03 DIFF -0.10± MATCH EX BW 76.30 MATCH EX TC 75.60 FL 75.22 TC 74.85 FL 74.85 DIFF +0.02± TC 74.74 FL 74.74 DIFF +0.01± MATCH EX TC 75.20 FL 74.76 TC 75.35 TC 75.28 FW 74.78 DIFF -0.44± MATCH EX BW 76.35 MATCH EX BW 75.38
1.5%
2.4% 1.1%
7.5%
7.5%
3.8%
8.9%
1.5%
1.0%
1.5% 0.1% 0.1%
4.2%
1.5% 6.7% 6.7% 0.5% 3.2% MATCH EX BW 75.67 MATCH EX BW 75.41 TC 75.22 BW 75.22 DIFF -0.31± TC 75.22 BW 75.22 DIFF -0.06± TC 74.60 BW 74.10 DIFF -1.01± TC 74.58 BW 74.08 DIFF -0.98± TC 74.60 BW 74.10 DIFF -0.81± TC 74.51 TC 74.01 FL 74.01 DIFF -0.08± MATCH EX TC 74.83 FL 74.43 TC 73.93 FL 73.93 DIFF +0.00± MATCH EX TC 74.39 FL 73.89 TC 74.50 BW 74.00 DIFF -0.77± TC 73.98 BW 74.48 DIFF -0.23± TC 74.58 BW 74.58 DIFF -0.29± TC 74.50 BW 74.50 DIFF -0.12± MATCH EX BW 74.53 MATCH EX BW 74.74
1.5% 1.9%
5.5%
1.1%
1.1%
1.1% 1.5% 1.5%
1.5%
0.2%
7.5%
7.5% 7.1% 7.5% 0.5% 8.3%
6.3% 12.7%
17.3% 12.0%
2.1% 1.8% 1.6%
0.2%
0.5% 1.5% 1.5% MATCH EX BW 69.32 MATCH EX FW 69.03 MATCH EX TC 67.90 FL 67.10 TC 68.43 BW 68.43 DIFF -0.66± TC 68.17 BW 67.31 DIFF +0.00± TC 68.17 BW 67.31 DIFF +0.00± TC 68.43 BW 68.43 DIFF +0.13± MATCH EX BW 68.35 MATCH EX BW 68.27 TC 68.36 BW 68.36 DIFF -0.25± TC 67.79 BW 67.29 DIFF -0.70± MATCH EX TC 67.85 FL 67.35 TC 67.29 FL 67.29 DIFF -0.37± TC 67.13 FL 67.13 DIFF -0.57± TC 68.36 BW 68.36 DIFF -0.39± TC 67.74 BW 67.24 DIFF -0.85± MATCH EX AC 67.88 MATCH EX MATCH EX AC 67.63 AC 67.58 MATCH EX AC 67.74 MATCH EX AC 67.86
5.2%
X X X
X
X
X
1.5%
7.2% 6.5% 1.0%
10.5%
1.5% 7.1% 7.1%
1.5% 1.5%
6.0% 0.9% 6.9% 1.0% 0.7% MATCH EX TC 69.32 FL 68.88 MATCH EX TC 67.95 FL 67.49 TC 69.08 BW 69.08 DIFF -0.01± TC 67.42 FL 67.42 DIFF -0.46± TC 67.86 MATCH EX AC 67.48 TC 69.00 FL 68.50 DIFF -0.50± MATCH EX AC 68.07 MATCH EX AC 68.31 MATCH EX AC 69.35 MATCH EX AC 67.61 MATCH EX AC 67.91 MAPBB MJA DETAILS C3.0 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 54 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS 1 BIRCH AVENUE & TAMARACK AVENUE NW CURB RAMP PLAN VIEW SCALE 1:5 2 BIRCH AVENUE & TAMARACK AVENUE SE CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM REPLACE & ADJUST TO GRADE WATER VALVE BOX PROTECT IN PLACE SIGN PROTECT IN PLACE TREE PROTECT IN PLACE FENCE PROTECT IN PLACE TREE ADJUST TO GRADE GAS VALVE BOX ADJUST TO GRADE WATER VALVE GRADE TO MATCH & REPAIR EX LANDSCAPE IN KIND BIRCH AVENUE TAMARACK AVENUE BIRCH AVENUE END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM
TAMARACK AVENUE
3 BIRCH AVENUE & CORDILLERAS AVENUE W CURB RAMP PLAN VIEW SCALE 1:5 4 BIRCH AVENUE & CORDILLERAS AVENUE N CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE POST REMOVE AND REPLACE FENCE PROTECT IN PLACE SDMH PROTECT IN PLACE SDCB PROTECT IN PLACE WATER VALVE BOX PROTECT IN PLACE WATER VALVE PROTECT IN PLACE TREE PROTECT IN PLACE SDCB PROTECT IN PLACE SDCB PROTECT IN PLACE UTILITY MANHOLE
CORDILLERAS AVENUE BIRCH AVENUE
CORDILLERAS AVENUE BIRCH AVENUE END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL 32" MIN (TYP.) BEGIN STANDARD CURB & GUTTER. SEE DETAIL AC CONFORM. CONFIRM LIMITS IN FIELD WITH ENGINEER. 4"-6" COBBLESTONES EMBEDDED IN CONCRETE. AC CONFORM. CONFIRM LIMITS IN FIELD WITH ENGINEER. C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
1.0% 0.6%
1.5%
1.5%
1.5%
0.7%
4.9%
5.7% 1.5% 4.1% 5.0% 0.7% 0.7%
1.1%
0.7%
0.7% MATCH EX BW 66.88 MATCH EX TC 66.80 FL 66.30 MATCH EX TC 67.09 FL 66.59 MATCH EX BW 67.15 TC 67.03 BW 67.03 TC 67.04 DIFF -0.09± BW 66.54 DIFF +0.00± TC 66.97 BW 66.47 DIFF -0.08± TC 66.90 BW 66.90 DIFF -0.05± TC 66.83 FL 66.33 DIFF +0.00± TC 66.40 FL 66.40 DIFF +0.01± TC 66.48 FL 66.48 DIFF -0.09± TC 67.06 FL 66.56 DIFF +0.04± 0.7%
2.1%
X X
1.2% 2.0%
0.8%
6.5%
7.2%
1.5%
1.5%
1.5% 10.8% 1.5% 6.1% 6.5% 1.5% 0.5% 3.2%
4.2% 7.5%
8.7% MATCH EX TC 66.83 FL 66.39 MATCH EX TC 67.10 FL 66.64 MATCH EX BW 67.42 MATCH EX BW 67.38 MATCH EX BW 67.02 MATCH EX BW 67.17 TC 66.83 FL 66.33 DIFF -0.16± TC 66.36 FL 66.36 DIFF -0.23± TC 66.43 FL 66.43 DIFF -0.16± TC 66.38 FL 66.38 DIFF +0.00± MATCH EX FL 66.33 MATCH EX AC 66.80 TC 66.42 FW 66.42 DIFF -0.54± TC 66.96 BW 66.46 DIFF -0.58± TC 66.99 BW 66.99 DIFF -0.06± TC 67.02 BW 67.02 DIFF +0.00± TC 67.04 BW 66.54 DIFF -0.57± TC 67.05 BW 66.55 DIFF -0.61± TC 67.32 BW 67.32 DIFF +0.01± TC 66.99 FW 66.49 DIFF -0.59± TC 67.01 BW 66.51 DIFF -0.58± TC 67.24 BW 67.24 DIFF -0.09± MATCH EX AC 67.39 MATCH EX AC 67.08 MATCH EX AC 67.17 MATCH EX AC 66.74 1.5%
1.5% 1.8% 3.1%
1.6%
24.7%
15.3%
1.5%
0.9%
27.7%
20.1%
16.4%
13.6%
18.4%
26.2% 1.5%
23.3%
26.2%
26.2%
26.2%
1.2% 7.7%
4.5% MATCH EX BW 346.73 MATCH EX TC 346.95 FL 346.55 TC 346.12 FL 345.62 DIFF -0.12± TC 346.12 BW 346.12 DIFF +0.04± TC 341.85 BW 341.35 DIFF -0.64± TC 341.81 BW 341.31 DIFF +0.68± TC 337.38 BW 337.38 DIFF -0.02± MATCH EX BW 336.08 MATCH EX TC 335.93 FL 335.53 TC 337.31 FL 336.81 DIFF +0.14± TC 341.23 FL 341.23 DIFF +0.56± TC 341.29 FL 341.29 DIFF -0.49± MATCH EX AC 341.51 MATCH EX AC 342.84 MATCH EX AC 336.04 MATCH EX AC 346.90
20.3%
6.8%
X X X X
X
X
X
X
X
X
16.0%
1.5% 6.9%
2.0%
5.1%
1.0%
7.2%
1.5%
6.9%
6.9%
6.9%
6.9%
1.5% 0.9%
8.3% MATCH EX AC 341.86 MATCH EX AC 337.86 TC 339.58 FL 339.58 DIFF +0.12± TC 339.64 FL 339.64 DIFF +0.00± MATCH EX TC 338.03 FL 337.69 MATCH EX TC 339.41 FL 338.91 BW 339.82 DIFF +0.07± TC 339.75 FL 339.25 DIFF -0.03± TC 340.00 FL 339.50 DIFF -0.10± TC 340.0 BW 340.0 DIFF +0.09± TC 340.17 BW 339.67 DIFF -0.34± TC 340.21 BW 339.71 DIFF -0.11 ± TC 340.36 BW 339.86 DIFF -0.02± MATCH EX AC 339.45 MATCH EX AC 340.84 32" MIN (TYP.) MATCH EX BW 339.45 MAPBB MJA DETAILS C3.1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 55 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS 2 BIRCH AVENUE & CORDILLERAS AVENUE E CURB RAMP 1 PLAN VIEW SCALE 1:5 BIRCH AVENUE & CORDILLERAS AVENUE S CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM ADJUST TO GRADE GAS VALVE BOX. TRUNCATED DOMES INSTALLED ON TOP OF GAS VALVE BOX SHALL BE NEATLY CUT ALONG LID PERIMETER, GLUED, AND BOLTED DOWN AND FLUSH. PROTECT IN PLACE POST PROTECT IN PLACE MAILBOX AND CONC SIDEWALK PAD PROTECT IN PLACE FIRE HYDRANT PROTECT IN PLACE SDCB CONC SIDEWALK CONFORM CONC SIDEWALK ADJUST TO GRADE CONFORM WATER VALVE PROTECT IN PLACE TREE BIRCH AVENUE CORDILLERAS AVENUE BEGIN STANDARD CURB BIRCH AVENUE & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE FENCE CORDILLERAS AVENUE BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL 4"-6" COBBLESTONES EMBEDDED IN CONCRETE. AC CONFORM. CONFIRM LIMITS IN FIELD WITH ENGINEER. 4 CURTIS COURT & SEQUOIA COURT W CURB RAMP
3 PLAN VIEW SCALE 1:5 CURTIS COURT & SEQUOIA COURT N CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE FENCE ADJUST TO GRADE WATER VALVE PROTECT IN PLACE UTILITY MANHOLE PROTECT IN PLACE JOINT POLE PROTECT IN PLACE UTILITY BOX PROTECT IN PLACE MONUMENT CONC SIDEWALK CONFORM PROTECT IN PLACE STREET SIGN GRADE TO MATCH & REPAIR EX LANDSCAPE IN KIND
CURTIS COURT SEQUOIA COURT
CURTIS COURT SEQUOIA COURT BEGIN STANDARD CURB & GUTTER. SEE DETAIL 32" MIN (TYP.) END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL AC CONFORM. CONFIRM LIMITS IN FIELD WITH ENGINEER. AC CONFORM. CONFIRM LIMITS IN FIELD WITH ENGINEER. C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
7.6%
5.4%
9.0%
1.5%
8.7%
2.0%
9.0%
1.0%
1.5%
1.5%
7.2%
7.2%
8.5%
9.6%
10.0%
7.2%
3.1%
1.5%
1.5%
8.5%
8.7%
8.8%
1.5%MATCH EX TC 193.92 FL 193.42 BW 192.99 DIFF -0.40± TC 192.83 FL 192.50 DIFF -0.12± TC 192.40 FL 192.40 DIFF +0.11± TC 192.34 FL 192.34 DIFF +0.33± GB 192.83 DIFF -0.15± GB 192.77 DIFF +0.05±BW 192.87 DIFF -0.25± BW 192.83 DIFF +0.00± BW 192.55 DIFF +0.04± TC 192.39 FL 191.89 DIFF +0.21± MATCH EX TC 191.58 FL 191.08 MATCH EX AC 192.85MATCH EX AC 192.51 MATCH EX AC 194.06 MATCH EX AC 191.54
10.3%
6.7%
1.1%
1.5%
3.2%
9.4%
2.0%
1.5%
10.8%
8.1%
9.6%
6.5%
6.6%
1.5%
1.5%
5.0%
1.8% TC 192.07 BW 192.07 DIFF +0.35± MATCH EX TC 192.00 FL 191.38 TC 191.02 FL 191.02 DIFF +0.35± TC 190.95 FL 190.95 DIFF +0.62± BW 191.08 DIFF -0.09± BW 191.03 DIFF +0.21± TC 189.50 FL 189.00 DIFF +0.06± TC 189.58 BW 189.58 DIFF +0.03± MATCH EX TC 188.90 FL 188.42 TC 192.00 FL 191.50 DIFF +0.27± MATCH EX AC 191.39 MATCH EX AC 191.10 MATCH EX AC 192.24 MATCH EX AC 189.02 11.6%
9.5%
18.3%
10.4%
1.2% 2.0%
1.5% 1.5%
0.5%
5.0%
5.0% 1.5% 7.2%6.1% 1.6%
0.6% 0.5%
1.0%
2.0% 2.0% 0.6% MATCH EX TC 41.83 FL 41.43 MATCH EX TC 42.15 FL 41.65 TC 41.97 FL 41.47 DIFF +0.06± TC 42.03 BW 42.03 DIFF +0.00± TC 42.17 BW 41.67 DIFF -0.47± TC 42.19 BW 41.69 DIFF -0.43± TC 42.76 BW 41.76 DIFF -0.62± TC 42.30 BW 42.30 DIFF -0.04± TC 42.17 FL 41.67 DIFF -0.03± TC 41.71 FL 41.71 DIFF -0.03± TC 41.61 FL 41.61 DIFF +0.07±TC 41.66 FL 41.66 DIFF +0.02± 1.5% MATCH EX BW 150.52 MATCH EX BW 150.72 TC 150.70 BW 150.70 DIFF -0.06± BW 150.70 DIFF +0.05± BW 150.61 DIFF +0.01± TC 150.61 BW 150.61 DIFF -0.01± TC 150.49 FL 150.49 DIFF +0.10± TC 150.57 FL 150.57 DIFF +0.04± MATCH EX TC 151.06 FL 150.61 MATCH EX TC 150.55 FL 150.03
X X X X
X
X
X
X
X 0.0% 0.0%
1.5%
1.5%
1.5%
5.6%
3.8% 1.4%
0.8% 2.1% 1.5% TC 150.98 FL 150.48 DIFF +0.10± TC 150.52 FL 150.52 DIFF 0.00± TC 150.45 FL 150.45 DIFF +0.01± TC 150.71 FL 150.71 DIFF -0.06± BW 150.78 DIFF -0.05± MATCH EX BW 150.71 MATCH EX BW 150.92 BW 150.85 DIFF +0.03± TC 150.78 BW 150.78 DIFF +0.06± MATCH EX TC 151.06 FL 150.56
1.5%
1.5% 1.5% 5.5% 1.5% 3.7%
1.4% 0.7% 0.7%
0.5% MATCH EX TC 150.73 FL 150.43 TC 150.85 FL 150.35 MATCH EX DIFF 0.00± TC 150.91 FL 150.41 1.5% X
X
X
X
X
X X TC 151.03 FL 150.53 DIFF 0.00± MAPBB MJA DETAILS C3.2 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 56 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 13 1
MA NNY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 1 DEVONSHIRE BOULEVARD & WINDSOR DRIVE N CURB RAMP PLAN VIEW SCALE 1:5 2 DEVONSHIRE BOULEVARD & WINDSOR DRIVE S CURB RAMP PLAN VIEW SCALE 1:5 5 ELM STREET & CHERRY STREET E CURB RAMP PLAN VIEW SCALE 1:5 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM END STANDARD CURB & GUTTER. SEE DETAIL. PROTECT IN PLACE STOP SIGN REMOVE AND REPLACE LANDSCAPING IN-KIND PROTECT IN PLACE TREE PROTECT IN PLACE TREE PROTECT IN PROTECT IN PLACE TREE PLACE FIRE HYDRANT ADJUST TO GRADE GAS VALVE PROTECT IN PLACE WATER VALVE 32" MIN (TYP.) CHERRY STREET ELM STREET BEGIN STANDARD CURB & GUTTER. SEE DETAIL. END STANDARD CURB & GUTTER. SEE DETAIL. CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE JOINT POST ADJUST TO GRADE STOP SIGN & STREET NAME SIGN PROTECT IN PLACE FIRE HYDRANT ADJUST TO GRADE WATER VALVE ADJUST TO GRADE WATER VALVE PROTECT IN PLACE TREE 32" MIN (TYP.) PROTECT IN PLACE WATER VALVE BOX PROTECT IN PLACE SDCB WINDSOR DRIVE
DEVONSHIRE BLVD
32" MIN
(TYP.)
32" MIN
(TYP.) END STANDARD CURB & GUTTER. SEE DETAIL. CONC SIDEWALK CONFORM ADJUST TO GRADE GAS VALVE CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL. PROTECT IN PLACE COLUMN PROTECT IN PLACE UTILITY MANHOLE
WINDSOR DRIVE DEVONSHIRE BLVD
4 DEVONSHIRE BOULEVARD & MOLTON AVENUE N CURB RAMP PLAN VIEW SCALE 1:5 3 DEVONSHIRE BOULEVARD & MOLTON AVENUE W CURB RAMP PLAN VIEW SCALE 1:5 BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM PROTECT IN PLACE MANHOLE PROTECT IN PLACE SDCB PROTECT IN PLACE EX FENCE PROTECT IN PLACE JOINT POLE MOLTON AVENUE DEVONSHIRE BOULEVARD REMOVE & RELOCATE STREET SIGN PROTECT IN PLACE SDCB PROTECT IN PLACE SDCB END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL. BEGIN STANDARD CURB & GUTTER. SEE DETAIL. PROTECT IN PLACE FENCE MOLTON AVENUE DEVONSHIRE BOULEVARD C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 PROTECT IN PLACE BRICK COLUMN CONC SIDEWALK CONFORM
1.6% 1.1% 1.2% 1.2% 3.1%1.5% 1.5%
7.5%
7.5%
1.0% 1.0% 1.0%
7.1%
1.5%
1.5%
1.5%
4.1% 0.5% 0.5%
2.7%
7.6% 3.1%
1.5% MATCH EX TC 30.26 FL 29.76 TC 30.36 BW 30.36 DIFF +0.09± TC 30.30 BW 29.80 DIFF -0.35± TC 30.26 BW 29.76 DIFF -0.31± TC 30.26 BW 29.82 DIFF -0.24±TC 30.29 BW 29.79 DIFF -0.23± TC 30.27 BW 29.77 DIFF -0.09± TC 29.77 BW 29.77 DIFF -0.01± MATCH EX BW 29.76 MATCH EX TC 29.70 FL 29.35 TC 29.42 FL 29.42 DIFF +0.04± TC 29.47 FL 29.47 DIFF +0.01± TC 29.82 FL 29.28 DIFF -0.51± TC 29.82 FL 29.31 DIFF +0.00± TC 29.68 FL 29.68 DIFF +0.04± TC 29.73 FL 29.73 DIFF +0.09± TC 30.29 FL 29.79 DIFF +0.05± GB 29.73 DIFF +0.04± GB 29.71 DIFF -0.01± BW 29.71 DIFF -0.01± MATCH EX AC 29.62 1.6% 1.5%
8.3%
X
5.1%
7.0% MATCH EX BW 43.31 MATCH EX FG 43.17 TC 42.98 FG 42.98 DIFF -0.18± TC 43.05 BW 43.05 DIFF -0.16± TC 43.06 BW 42.56 DIFF -0.60± TC 43.07 BW 42.57 DIFF -0.62± TC 42.93 BW 42.93 DIFF -0.23± MATCH EX BW 43.09 MATCH EX FG 42.95 TC 42.86 FG 42.86 DIFF -0.13± TC 43.12 FG 42.62 DIFF -0.43±TC 42.92 FL 42.42 DIFF +0.12± TC 42.31 FL 42.31 DIFF +0.06± TC 42.74 FL 42.24 DIFF +0.01± MATCH EX TC 42.77 FL 42.23 TC 42.99 FG 42.49 DIFF -0.52± TC 43.15 FG 42.65 DIFF -0.29± FG 42.56 DIFF -0.19± MATCH EX TC 42.65 FL 42.19 MATCH EX AC 42.25 MATCH EX MATCH EX AC 42.42 AC 42.44 MATCH EX AC 42.57 MATCH EX AC 42.58
0.8%
0.8% 1.0%1.0% 1.5%
1.5%
6.2%
4.9% 3.7% 2.4%
1.0%
1.0% 0.7%
4.1%
0.2%
6.0% 9.0%
3.8% 1.9% 5.8%
5.6%
5.0% 1.0%
1.0%
1.0% MATCH EX AC 42.43 2.9%
0.8% 5.2%
2.8% 3.2% PROTECT IN PLACE CURB INLET 0.4%
1.1%
1.1%
1.1%
1.1%
1.9%
1.2% 0.4%
1.5%
1.1%
1.5%
1.1%
1.6%
0.8% 0.8%
1.1%
1.4%
1.5%
1.5%
1.1%
1.1%
1.0%
1.3%
1.0% 1.9% MATCH EX BW 27.83 MATCH EX TC 27.66 FL 27.26 MATCH EX BW 28.42 MATCH EX TC 28.27 FL 27.89 BW 28.33 DIFF -0.04± BW 28.22 DIFF -0.06± BW 28.18 DIFF -0.06± BW 28.03 DIFF +0.03± BW 27.98 DIFF +0.14± BW 27.89 DIFF +0.00± TC 27.91 GB 27.91 DIFF -0.03± TC 28.08 GB 27.96 DIFF -0.04± TC 28.21 GB 28.11 DIFF -0.13± TC 28.33 GB 28.15 DIFF -0.11± TC 27.56 FL 27.56 DIFF -0.02± TC 27.61 FL 27.61 DIFF +0.00± TC 27.80 FL 27.80 DIFF -0.01± TC 27.84 FL 27.84 DIFF -0.07± TC 28.42 FL 27.92 DIFF +0.02± MATCH EX BW 27.77 MATCH EX BW 28.39 TC 28.33 BW 28.33 DIFF +0.00± TC 28.34 TC 28.30 TC 28.11 MATCH EX BW 27.75 TC 28.04 BW 28.04 DIFF +0.01± BW 27.82 DIFF -0.01± TC 28.06
5.5%
7.2%
7.2%
7.2%
7.2%
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 3 ELM STREET & BRITTAN AVENUE W CURB RAMP PLAN VIEW SCALE 1:5 1 ELM STREET & CHERRY STREET S CURB RAMP PLAN VIEW SCALE 1:5 2 ELM STREET & MORSE BOULEVARD E CURB RAMP PLAN VIEW SCALE 1:5 MAPBB MJA DETAILS ADA CURB RAMPS C3.3 57 of 8306/04/2025 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE PROTECT IN PLACE SDCB PROTECT IN PLACE FENCE PROTECT IN PLACE UTILITY MANHOLE CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE WATER VALVE PROTECT IN PLACE GUY WIRE PROTECT IN PLACE JOINT POST ADJUST TO GRADE STOP SIGN ELM STREET BRITTAN AVE BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE EX LANDSCAPING PROTECT IN PLACE EX LANDSCAPING PROTECT IN PLACE EX LANDSCAPING PROTECT IN PLACE EX LANDSCAPING PROTECT IN PLACE JOINT POST ELM STREET MORSE BOULEVARD END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE POLE CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE TREE PROTECT IN PLACE SDCB ADJUST TO GRADE WATER VALVE PROTECT IN PLACE WATER VALVE PROTECT IN PLACE MANHOLE PROTECT IN PLACE COLUMN PROTECT IN PLACE EX LANDSCAPING CHERRY STREET ELM STREET END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
6.4%
15.6% TC 68.42 BW 68.42 DIFF -0.03± MATCH EX TC 68.30 FL 67.93
0.5% TC 65.55 BW 65.05 DIFF -0.01± TC 65.48 BW 64.98 DIFF +0.61± TC 63.56 BW 63.56 DIFF -0.05± MATCH EX AC 62.91 MATCH EX TC 63.50 FL 63.00 TC 64.99 FL 64.99 DIFF -0.25± TC 64.92 FL 64.92 DIFF +0.25± MATCH EX AC 65.16 MATCH EX AC 65.25
17.0%
22.1%
10.7%
6.6%
1.5%
9.4%
1.4%
1.4%
0.5%
18.0% MATCH EX AC 64.92 MATCH EX AC 63.04 MATCH EX AC 68.77 MATCH EX AC 68.83 11.8%
0.7%
1.3%
6.5%
10.6%
1.2% MATCH EX TC 58.30 FL 57.90 MATCH EX G 59.49 MATCH EX G 59.33 MATCH EX G 59.67 MATCH EX TC 57.58 FL 57.08 TC 59.62 FL 59.12 DIFF +0.06± TC 60.30 FL 59.80 DIFF +0.02± TC 60.35 FL 60.35 DIFF +0.08± TC 60.41 FL 60.41 DIFF +0.07± TC 60.62 FL 60.12 DIFF +0.09± TC 60.08 FL 59.58 DIFF +0.03± BW 60.16 DIFF +0.92± BW 59.70 DIFF +0.46± TC 60.38 BW 60.38 DIFF +1.25± TC 60.93 BW 60.43 DIFF +1.43± TC 60.99 BW 60.49 DIFF +1.37± TC 60.70 BW 60.70 DIFF +1.11±
1.5%
1.5%
1.5%
1.5%
3.5%
2.4%
1.2%
9.0%
12.0%
0.8%
0.6%
6.2%
3.3% 7.3%
9.1%
11.4%
9.3%
9.1%
9.1% TC 58.18 FL 57.68 DIFF +0.00± TC 58.82 FL 58.32 DIFF +0.00± BW 58.26 DIFF +0.01± BW 58.90 DIFF +0.20± 1.5%
1.5%
1.5%
1.5%
9.3%
12.4%
11.4%
11.3%
11.4% 7.3% 9.8%
9.4%
16.2%
14.0%
17.3%
1.1% MAPBB MJA DETAILS C3.4
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 58 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 2 LAUREL STREET & SPRING STREET S CURB RAMP PLAN VIEW SCALE 1:5 1 LAUREL STREET & SPRING STREET E CURB RAMP PLAN VIEW SCALE 1:5 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS SPRING STREET LAUREL STREET CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM ADJUST TO GRADE WATER VALVE PROTECT IN PLACE WATER VALVE BOX PROTECT IN PLACE FIRE HYDRANT REMOVE & RELOCATE STREET SIGN & POST END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL 32" MIN (TYP.)
SPRING STREET LAUREL STREETCONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE UTILITY BOX PROTECT IN PLACE STREET LIGHT PROTECT IN PLACE SIGN PROTECT IN PLACE SDCB 32" MIN
(TYP.) END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
MATCH EX TC 41.66 FL 41.18 MATCH EX TC 42.20 TC 38.94 FL 38.94 DIFF +0.08± TC 38.87 FL 38.87 DIFF +0.11± MATCH EX TC 37.76 FL 37.30 MATCH EX TC 37.57 TC 37.81 BW 37.81 DIFF -0.12± TC 39.76 BW 39.26 DIFF +0.17± TC 39.84 BW 39.34 DIFF +0.34± TC 41.73 BW 41.73 DIFF +0.02± TC 40.62 FL 40.12 DIFF +0.03± TC 38.63 FL 38.13 DIFF +0.16± TC 39.44 TC 39.37
1.4%
1.4%
8.5%
8.5%
9.4%
12.2%
8.2%
7.0%
1.4%
7.1% 7.1% 1.1%
1.4% TC 39.70 BW 39.20 DIFF +0.25± TC 39.77 BW 39.27 DIFF -0.18± 1.3%
10.3% MATCH EX AC 37.89 MATCH EX AC 39.15 MATCH EX AC 39.08 MATCH EX AC 38.95 MATCH EX AC 42.20 5.5%
9.3%
0.9% 9.0%
10.9%
6.9%
7.0% MATCH EX TC 34.65 FL 34.29 TC 36.15 FL 36.15 DIFF +0.10± TC 36.22 FL 36.22 DIFF +0.03± TC 35.18 BW 35.18 DIFF +0.19±TC 36.84 BW 36.34 DIFF +0.47± TC 36.91 BW 36.41 DIFF +0.54± TC 36.50 BW 36.50 DIFF +0.15± MATCH EX TC 35.86 MATCH EX TC 36.24 FL 35.74 TC 36.44 FL 35.81 DIFF +0.10±
6.3% TC 35.45 FL 34.95 DIFF +0.08± TC 36.48 FL 35.98 DIFF -0.07±
1.1% TC 35.11 BW 35.11 DIFF +0.41± TC 36.84 GB 36.34 DIFF +0.69± TC 36.78 GB 36.28 DIFF +0.76±
0.5%
0.5%
5.0% 1.7%
2.0%
2.0%
1.4%
1.4%
9.6%
7.9%
8.1%
8.1%
1.4%
1.5% TC 36.65 TC 36.72 8.2%
5.7% 1.7%
1.4%
5.0% MATCH EX TC 38.97 MATCH EX TC 39.03 FL 38.53 TC 40.39 FL 39.89 DIFF +0.31± TC 40.46 FL 39.96 DIFF +0.35±TC 42.07 FL 42.07 DIFF +0.21± MATCH EX TC 42.26 MATCH EX TC 42.42 FL 41.72 TC 42.03 FL 41.53 DIFF +0.02± TC 39.52 FL 39.52 DIFF -0.14± TC 39.45 FL 39.45 DIFF-0.07± TC 39.13 FL 38.63 DIFF -0.09± TC 39.17 FL 39.17 DIFF +0.05± TC 39.47 FL 38.97 DIFF -0.07± TC 41.21 FL 40.71 DIFF +0.14± TC 40.02 TC 39.95 TC 40.33 GB 39.83 DIFF +0.41± TC 40.40 GB 39.90 DIFF +0.06±
1.4%
1.4%
5.0%
8.2%
8.2%
4.1% 4.1% 4.1%
1.4%
5.0%
5.0%
0.8% 0.5%
1.4% MATCH EX AC 39.75MATCH EX AC 42.18 MATCH EX AC 38.77 1.8%
11.4%
2.9% 2.3%
2.6% 8.4%
3.5%
7.4%
7.4% TC 36.30 FL 36.30 DIFF +0.03± MATCH EX TC 37.40 MATCH EX TC 37.24 FL 36.84 MATCH EX BW 37.70 TC 36.61 BW 36.30 DIFF -0.31±TC 36.53 BW 36.22 DIFF +0.37± TC 36.23 FL 36.23 DIFF +0.21± TC 35.93 FL 35.43 DIFF +0.09± MATCH EX TC 34.74 FL 34.64 MATCH EX BW 35.27 TC 38.00 BW 38.00 DIFF +0.42±TC 37.96 BW 37.96 DIFF +0.82± MATCH EX TC 36.00 BW 35.85 TC 35.78 BW 35.78 DIFF +0.10± TC 36.85 GB 36.35 DIFF -0.16± TC 36.78 GB 36.28 DIFF +0.60± TC 37.18 FL 36.68 DIFF +0.05±
11.1%
8.0%
2.4% 2.2% 1.0%
0.5%
0.5%
1.0%
1.0%
7.4%
7.2%
1.0%
1.4%
1.4%
8.9%
8.9% 6.3% TC 36.80 TC 36.73 MATCH EX AC 36.68 MATCH EX AC 34.88 MATCH EX AC 35.52 MATCH EX AC 35.59 MATCH EX AC 36.98 MATCH EX AC 37.14 MATCH EX AC 37.09
1.4%
1.8%
12.9%
16.8%
12.5% 2.8%
6.5%
X
X
X
X MAPBB MJA DETAILS C3.5
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 59 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 3 LAUREL STREET & HULL DRIVE S CURB RAMP PLAN VIEW SCALE 1:5 1 LAUREL STREET & HULL DRIVE W CURB RAMP PLAN VIEW SCALE 1:5 2 LAUREL STREET & HULL DRIVE E CURB RAMP PLAN VIEW SCALE 1:5 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS HULL DRIVE LAUREL STREET CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE TREE PROTECT IN PLACE WATER VALVE BOX PROTECT IN PLACE STREET LIGHT BOX PROTECT IN PLACE STREET LIGHT PROTECT IN PLACE STREET LIGHT BOX 32" MIN (TYP.) PROTECT IN PLACE SDCB PROTECT IN PLACE SDCB END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6
HULL DRIVE LAUREL STREET CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE TREE PROTECT IN PLACE FENCE ADJUST TO GRADE WATER VALVE PROTECT IN PLACE WATER VALVE BOX PROTECT IN PLACE BFG CAGE & CONCRETE PAD PROTECT IN PLACE STREET LIGHT BOX PROTECT IN PLACE UTILITY BOX ADJUST TO GRADE FIRE HYDRANT PROTECT IN PLACE WATER VALVE PROTECT IN PLACE WATER VALVE PROTECT IN PLACE STREET LIGHT 32" MIN
(TYP.)
32" MIN
(TYP.) END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL LAUREL STREET CONC HULL DRIVE SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE TREE PROTECT IN PLACE UTILITY VALVE PROTECT IN PLACE STREET LIGHT BOX PROTECT IN PLACE STREET LIGHT PROTECT IN PLACE SDCB PROTECT IN PLACE SDCB BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL INSTALL (2) 16' LONG 3" WIDE PVC SCHED 40 PIPES LENGTH = 16' SLOPE = 0.5% SEE DETAIL. C3.21 No. 33 INSTALL NEW SD CATCH BASIN GRATE: 38.62 IE: 38.20 SEE DETAIL. C3.22 2 4 LAUREL STREET & HULL DRIVE N CURB RAMP PLAN VIEW SCALE 1:5 LAUREL STREET HULL DRIVE CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE STREET LIGHT PROTECT IN PLACE STREET LIGHT ADJUST TO GRADE WATER VALVE ADJUST TO GRADE SIGN PROTECT IN PLACE FENCE BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
MATCH EX TC 36.77 FL 36.52 TC 38.82 FL 38.32 DIFF +0.03± TC 39.70 FL 39.70 DIFF +0.35± MATCH EX TC 42.10 TC 41.75 FL 41.50 FL 41.25 DIFF +0.09± TC 42.11 BW 42.11 DIFF -0.05± MATCH EX BW 42.41 MATCH EX BW 42.16 TC 42.18 BW 42.18 DIFF +0.02± TC 40.54 BW 40.04 DIFF -0.23± TC 40.49 BW 39.99 DIFF +0.40± TC 38.27 BW 38.27 DIFF +0.34± MATCH EX BW 37.71 MATCH EX BW 37.80
5.2%
4.5% MATCH EX AC 40.12 TC 39.76 FL 39.76 DIFF -0.03±
4.7% TC 40.49 GB 39.99 DIFF -0.31± TC 40.43 GB 39.93 DIFF +0.34± TC 40.26 DIFF +0.43± TC 40.20 DIFF +0.94±
1.2%
1.5%
1.5%
14.3%
12.1%
1.5%
1.5%
10.3%
10.0%
6.1%
11.1%
9.1% TC 38.21 BW 38.21 DIFF +0.19±
1.5% MATCH EX AC 40.70 MATCH EX AC 41.77 MATCH EX AC 40.26 MATCH EX AC 39.39 MATCH EX AC 39.09 MATCH EX AC 36.61
8.2%
6.3%
9.7%
6.0%
5.0%
5.0% MATCH EX TC 39.65 FL 39.24 TC 39.69 DIFF -0.11± BW 39.47 DIFF +0.21±BW 39.44 DIFF +0.79± BW 37.62 DIFF +0.00± MATCH EX BW 37.30 MATCH EX TC 36.92 FL 36.92 TC 38.98 FL 38.48 DIFF +0.12± TC 39.12 FL 39.12 DIFF +0.46±
3.0%
5.4%
1.5% MATCH EX AC 39.30 MATCH EX AC 39.54 TC 39.19 FL 39.19 DIFF +0.33±
1.1%
4.5%
1.0% TC 39.77 FL 39.27 DIFF +0.16± 0.5% TC 39.41 GB 39.41 DIFF +0.33±
1.5%
1.5%
1.5% GB 39.34 DIFF +0.53±
12.1% GB 37.55 DIFF -0.01± 1.5%
8.5%
1.5%
8.0%
6.4% TC 37.69 FL 37.19 DIFF -0.02±
8.0% MATCH EX AC 39.21 MATCH EX AC 39.34 MATCH EX AC 39.29 MATCH EX AC 39.64 MATCH EX AC 38.81 MATCH EX AC 37.14
10.0%
9.5%
3.0%
3.0% MATCH EX TC 41.03 FL 40.66 TC 41.51 BW 41.51 DIFF +0.00± TC 42.37 BW 41.87 DIFF +0.35± TC 42.42 BW 41.92 DIFF +0.06±TC 43.22 BW 43.22 DIFF -0.38± MATCH EX TC 43.35 FL 43.24 TC 43.41 FL 42.91 DIFF -0.06± TC 43.19 FL 42.69 DIFF -0.08± TC 42.78 FL 42.19 DIFF +0.00± TC 42.64 FL 42.08 DIFF +0.00± TC 41.88 FL 41.88 DIFF +0.15±
6.3%
4.9% TC 41.81 FL 41.81 DIFF +0.35± MATCH EX AC 42.05
2.0%
1.5%
3.7%
11.7%
9.0%
1.5% BW 42.69 DIFF -0.50±
13.1%
9.3%
9.3%
0.5%
4.1%
3.0%
9.9%
1.5% TC 41.45 FL 40.77 DIFF +0.07± 4.2% FL 40.89 DIFF -0.01± REINSTALL SIDEWALK UNDER DRAIN MATCH EX AC 41.44 MATCH EX AC 41.39 MATCH EX AC 40.67 MATCH EX AC 42.27 MATCH EX AC 42.60 MATCH EX AC 42.94 MATCH EX AC 43.52
1.3%
8.4%
1.0%
8.8%
15.5%
1.5%
0.9% MAPBB MJA DETAILS C3.6
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 60 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE 2 LAUREL STREET & OAK STREET E CURB RAMP PLAN VIEW SCALE 1:5 1 LAUREL STREET & OAK STREET N CURB RAMP PLAN VIEW SCALE 1:5 ADA CURB RAMPS LAUREL STREET OAK STREET CONC SIDEWALK CONFORM PROTECT IN PLACE WALL PROTECT IN PLACE WATER VALVE ADJUST TO GRADE WATER VALVE ADJUST TO GRADE WATER VALVE PROTECT IN PLACE WATER VALVE PROTECT IN PLACE FIRE HYDRANT ADJUST TO GRADE STREET SIGN & STOP SIGN BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL OAK STREET LAUREL STREET CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE WALL PROTECT IN PLACE JOINT POLE ADJUST TO GRADE WATER VALVE PROTECT IN PLACE STOP SIGN PROTECT IN PLACE BUSH END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL 3 LAUREL STREET & OAK STREET W CURB RAMP PLAN VIEW SCALE 1:5 OAK STREET LAUREL STREET CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE TREE PROTECT IN PLACE STOP SIGN32" MIN (TYP.) PROTECT IN PLACE DRAINAGE INLET PROTECT IN PLACE WALL BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
MATCH EX BW 44.01 TC 42.24 FL 42.24 DIFF +0.00± TC 42.80 FL 42.30 DIFF -0.08± MATCH EX TC 43.26 FL 43.00 TC 43.64 BW 43.64 DIFF -0.11± MATCH EX BW 44.01 TC 43.71 BW 43.71 DIFF +0.01± TC 43.12 BW 42.62 DIFF +0.17± TC 43.08 BW 42.58 DIFF +0.15±TC 42.67 BW 42.67 DIFF -0.18± MATCH EX TC 42.30 FL 42.18 MATCH EX TC 42.59 REINSTALL SIDEWALK UNDER DRAIN MATCH EX FL TC 42.55 FL 41.90 DIFF +0.00± TC 42.55 FL 41.91 DIFF +0.00±
5.0%
5.5% TC 43.08 GB 42.58 DIFF -0.27± TC 43.02 GB 42.52 DIFF -0.26±
1.5%
1.5%
1.5%
1.5%
1.5%
1.8%
6.0% TC 42.54 FL 42.04 DIFF +0.00±
4.0%
4.0%
5.0%
7.2%
5.6%
1.5%
OAK STREET LAUREL STREET
0.6%
7.4% CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE EX LANDSCAPING PROTECT IN PLACE STOP SIGN PROTECT IN PLACE MANHOLE PROTECT IN PLACE TREE ADJUST TO GRADE WATER VALVE PROTECT IN PLACE SDCB BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL
7.0%
7.0% C3.20 No. 6 C3.20 No. 6 0.3%
0.5% 0.5% 0.5%
6.5%
7.6% 0.4% 0.4% 0.4% 5.7% 6.3% 1.5% 1.5%
4.4% 1.5%
1.5%
7.2%
7.2% 1.5% 3.3%
0.9%
1.5%
1.5%
1.1% MATCH EX TC 23.09 FL 22.65 TC 23.17 FL 22.67 DIFF +0.03± TC 22.65 FL 22.65 DIFF +0.00± TC 22.63 FL 22.63 DIFF +0.08± TC 23.00 FL 22.38 DIFF +0.00± TC 23.00 FL 22.41 DIFF +0.00± TC 22.68 FL 22.68 DIFF +0.14± TC 22.70 FL 22.70 DIFF +0.08± TC 23.23 FL 22.73 DIFF +0.03± MATCH EX TC 23.19 FL 22.76 TC 23.37 BW 23.37 DIFF +0.00± TC 23.26 BW 23.06 DIFF -0.23± TC 23.26 BW 23.06 DIFF -0.19± TC 23.26 BW 23.08 DIFF -0.22 TC 23.31 BW 23.31 DIFF -0.12 GB 23.00 DIFF -0.19± GB 23.00 DIFF -0.24± GB 23.00 DIFF -0.07± GB 23.02 DIFF -0.06± 0.1%
0.6% 0.9% 0.9% 0.9%
0.3%
0.3% 0.3% 0.3% 0.3% 1.5% 1.8% 7.7% 1.5%
1.5%
1.8%
1.8% 8.0% 8.0%
7.3%
3.5% 6.9% 1.8%
1.6%
8.2%
8.6%
6.0%
1.3% MATCH EX TC 23.07 FL 22.57 MATCH EX BW 23.36MATCH EX BW 23.36 BW 23.02 DIFF -0.18± BW 22.99 DIFF -0.19± BW 22.92 DIFF -0.25± BW 23.02 DIFF -0.14± MATCH EX TC 22.86 FL 22.26 TC 22.88 FL 22.38 DIFF -0.01± TC 22.43 FL 22.43 DIFF +0.00± TC 22.48 FL 22.48 DIFF +0.05± TC 22.97 FL 22.47 DIFF -0.06± TC 22.51 FL 22.51 DIFF -0.03± TC 22.54 FL 22.54 DIFF -0.01± TC 23.06 FL 22.56 DIFF +0.00± GB 23.24 DIFF +0.05± GB 22.94 DIFF -0.16± GB 23.88 DIFF +0.91± GB 22.91 DIFF -0.22± GB 22.85 DIFF -0.23± GB 23.30 DIFF +0.05±GB 23.22 DIFF +0.06±
1.5% 7.5%
0.9% 0.9% 0.9% 0.9%
5.7%
6.7%
6.5%
1.5% 6.7% 1.5%1.5%
8.5%3.9%3.6% 1.5%
7.6%
5.6%
1.0% 0.4% 0.35% 0.35% 0.5%
4.4%
9.3% 0.35%
5.5%
1.5% 5.1%
1.5% MATCH EX BW 23.83 MATCH EX TC 23.65 FL 23.07 TC 23.55 FL 23.05 DIFF +0.03± MATCH EX BW 23.83 TC 23.44 FL 22.94 DIFF +0.02± TC 23.42 FL 22.92 DIFF +0.03± TC 22.90 FL 22.90 DIFF -0.07± TC 22.88 FL 22.88 DIFF +0.01± TC 23.30 FL 22.68 DIFF +0.00± TC 23.30 FL 22.70 DIFF +0.02± TC 22.94 FL 22.94 DIFF +0.02± TC 22.98 FL 22.98 DIFF -0.05± TC 23.80 BW 23.80 DIFF +0.04± TC 23.80 BW 23.30 DIFF -0.32± TC 23.80 BW 23.30 DIFF -0.36±TC 23.72 BW 23.72 DIFF -0.01± BW 23.24 DIFF -0.33± GB 23.26 DIFF -0.14± GB 23.20 DIFF -0.11± GB 23.21 DIFF -0.25± GB 23.77 DIFF +0.27± TC 23.80 BW 23.27 DIFF -0.33± GB 23.71 DIFF +0.22± GB 23.71 DIFF +0.17± MATCH EX TC 23.40 FL 22.95 MAPBB MJA DETAILS C3.7 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 61 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 1 LAUREL STREET & OAK STREET S CURB RAMP PLAN VIEW SCALE 1:5 3 LAUREL ST & WHITE OAK WAY S CURB RAMP PLAN VIEW SCALE 1:5 2 LAUREL ST & WHITE OAK WAY N CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM REPLACE & ADJUST TO GRADE WATER METER BOX REMOVE & RELOCATE STREET SIGN & STOP SIGN LAUREL STREET
WHITE OAK WAY LAUREL STREET
WHITE OAK WAY CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL RELOCATE & REPLACE PLANTER IN-KIND PROTECT IN PLACE SDCB REMOVE & RELOCATE STOP SIGN END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL 4 LAUREL ST & WHITE OAK WAY W CURB RAMP PLAN VIEW SCALE 1:5 WHITE OAK WAY LAUREL STREET BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM ADJUST TO GRADE WATER VALVE ADJUST TO GRADE STOP SIGN ADJUST TO GRADE WATER VALVE PROTECT IN PLACE FIRE HYDRANT PROTECT IN PLACE SDCB REPLACE & ADJUST TO GRADE WATER VALVE BOX 5 LAUREL ST & WHITE OAK WAY E CURB RAMP PLAN VIEW SCALE 1:5 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
1.1% 0.6%
1.2% 1.2% 1.2%
2.6% 0.35% 0.35% 0.35%
3.3%
1.5%
1.5%
1.5%
1.5% 3.5% 3.5% 1.5% 1.5%
7.9%
11.8% 7.2%
8.3%1.5%
4.8%
4.8% 0.35% MATCH EX TC 25.50 FL 25.07 TC 25.57 FL 25.07 DIFF +0.13± TC 25.05 FL 25.05 DIFF +0.05± TC 25.03 FL 25.03 TC 25.54 DIFF +0.08± FL 24.88 DIFF -0.01± TC 25.54 FL 24.88 DIFF -0.13± TC 25.04 FL 25.04 DIFF -0.03± TC 25.09 FL 25.09 DIFF -0.02± TC 25.68 FL 25.18 DIFF -0.01± MATCH EX TC 25.78 FL 25.26 TC 25.85 BW 25.85 DIFF +0.02± TC 25.74 BW 25.49 DIFF -0.25± TC 25.72 BW 25.43 DIFF -0.28± TC 25.72 BW 25.46 DIFF -0.25± TC 25.72 BW 25.72 DIFF +0.01± GB 25.39 DIFF -0.43± GB 25.37 DIFF -0.36± GB 25.37 DIFF -0.28± GB 25.40 DIFF -0.29± 4.2% 4.9%
7.2%
6.7%
0.6% 1.6% 1.6%
0.6%
1.3%
1.4% 1.4% 0.8%
5.3%
5.3% 5.1% 5.1% 1.5%
1.5%
1.5%
1.5%
0.0% MATCH EX TC 24.62 FL 24.18 TC 24.76 FL 24.26 DIFF +0.15± TC 24.38 FL 24.38 DIFF +0.11± TC 24.33 FL 24.33 DIFF +0.13± TC 24.73 BW 24.23 DIFF +0.05± MATCH EX TC 24.78 BW 24.16 TC 24.80 BW 24.80 DIFF -0.08± TC 24.93 BW 24.40 DIFF -0.53± TC 24.80 BW 24.45 DIFF -0.34± TC 24.83 BW 24.83 DIFF +0.06± TC 24.43 FL 24.43 DIFF +0.23± TC 24.96 BW 24.46 DIFF -0.48±
0.6% 32" MIN (TYP.) 1.5%
3.1% 3.1% 0.9% 7.5% 0.5% X% 0.9%
18.4%1.8%
1.8%
1.0% 7.5% 1.8%
1.8%
1.8%
7.5% 1.5% X% MATCH EX TC 25.07 TC FL 24.62 FLLIP TC 24.78 FL 24.78 DIFF +0.26± TC 24.76 FL 24.76 DIFF +0.29± TC 25.02 FL 24.41 DIFF -0.02± TC 25.02 FL 24.30 DIFF +0.00± TC 24.77 FL 24.77 DIFF +0.37± TC 24.81 FL 24.81 DIFF +0.31± TC 25.07 FL 24.57 DIFF +0.17± MATCH EX TC 25.93 FL 24.41 BW 25.21 DIFF -0.08 BW 25.24 DIFF +0.01±BW 25.24 DIFF +0.01± TCBW MATCH EX BW 25.32 BW 25.21 DIFF +0.04± MATCH EX BW 25.33 MATCH EX BW 25.31 GB 25.19 GB 25.14 GB 25.19 GB 25.14 7.5%
18.4%
17.1%
1.5%
19.6%
1.5%
21.0%
25.7% 19.3%
5.7%
2.8% 9.2%
1.5%
1.5%
1.5% MATCH EX BW 674.04 TC 673.06 BW 673.06 DIFF -0.05± TC 669.97 BW 669.05 DIFF +0.07±TC 669.74 BW 668.99 DIFF +0.22± TC 668.27 BW 667.95 DIFF +0.48± MATCH EX TC 667.86 FL 667.36 TC 668.91 FL 668.91 DIFF +0.30± TC 668.97 FL 668.97 DIFF -0.36± TC 672.98 FL 672.48 DIFF -0.05± MATCH EX TC 673.84 FL 673.39 TC 668.30 FL 667.63 DIFF +0.00± MATCH EX AC 668.56 MATCH EX AC 669.22 TC 669.61 BW 668.30 DIFF -0.26±
14.7%
1.7%
2.8% 4.6%
15.2% 2.0%
1.5%
16.8%
1.5%
1.5%
1.5%
1.5%
5.0%
4.3% 7.6%7.1% 4.0% 3.5%
20.3%
14.9%
17.3% MATCH EX TC 668.50 FL 668.02 TC 668.33 FL 667.83 DIFF -0.09± TC 667.19 FL 667.19 DIFF +0.21± TC 667.13 FL 667.13 DIFF +0.60± TC 663.94 FL 663.44 DIFF -0.13± MATCH EX TC 663.05 FL 662.61 MATCH EX BW 663.18 TC 664.01 BW 664.01 DIFF -0.03± TC 667.69 BW 667.19 DIFF +0.93± TC 667.76 BW 667.26 DIFF +0.32± TC 668.40 BW 668.40 DIFF -0.10± MATCH EX BW 668.61 MATCH EX MATCH EX AC 667.41 AC 667.08
1.5%
0.2% MAPBB MJA DETAILS C3.8
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 62 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 1 LAUREL ST & ST FRANCIS WAY S CURB RAMP PLAN VIEW SCALE 1:5 2 LAUREL ST & ST FRANCIS WAY N CURB RAMP PLAN VIEW SCALE 1:5 3 LAUREL ST & ST FRANCIS WAY E CURB RAMP PLAN VIEW SCALE 1:5
ST FRANCIS WAY LAUREL STREET LAUREL STREET
ST FRANCIS WAY
ST FRANCIS WAY LAUREL STREET BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM END STANDARD CURB & GUTTER. SEE DETAIL REMOVE & RELOCATE STREET SIGN & STOP SIGN REMOVE & RELOCATE STREET SIGN & STOP SIGN PROTECT IN PLACE SDCB PROTECT IN PLACE SDCB REPLACE & ADJUST TO GRADE UTILITY BOX. TRUNCATED DOMES INSTALLED ON TOP OF UTILITY BOX SHALL BE NEATLY CUT ALONG LID PERIMETER, GLUED, AND BOLTED DOWN AND FLUSH. PROTECT IN PLACE STREET LIGHT BEGIN STANDARD CURB & GUTTER. SEE DETAIL REPLACE & ADJUST TO GRADE UTILITY BOX CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS PROTECT IN PLACE WATER METER BOX 4 LESLIE COURT & LESLIE DRIVE N CURB RAMP PLAN VIEW SCALE 1:5 5 LESLIE COURT & LESLIE DRIVE E CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM PROTECT IN PLACE TREE ADJUST TO GRADE EX WATER VALVE PROTECT IN PLACE EX BRICK WALL PROTECT IN PLACE SDCB CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM GRADE TO MATCH & REPAIR EX LANDSCAPE IN KIND PROTECT IN PLACE EX POLE PROTECT IN PLACE EX FIRE HYDRANT PROTECT IN PLACE EX WATER VALVE BOX BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL AC CONFORM. CONFIRM LIMITS IN FIELD WITH ENGINEER.
LESLIE DRIVE LESLIE COURT LESLIE COURT
LESLIE DRIVEBEGIN STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
15.1%MATCH EX BW 722.80 TC 721.29 BW 721.29 DIFF +0.25± TC 717.81 BW 717.31 DIFF +0.71± TC 717.75 BW 717.25 DIFF +0.29± TC 714.47 BW 714.47 DIFF -0.28± MATCH EX TC 713.44 FL 713.94 TC 714.40 FL 713.90 DIFF -0.21± TC 717.18 FL 717.18 DIFF +0.15± TC 717.25 FL 717.25 DIFF -0.60± TC 721.22 FL 720.72 DIFF -0.12± MATCH EX AC 717.75
17.5%
17.4%
17.3%
14.7%
18.2%
20.7%
22.7%
18.9%
15.5%
18.3%
18.0%
1.5%
1.5%
1.5%
1.5% TC 722.14 FL 721.64 DIFF -0.16±
7.2%
1.5%
4.8% MATCH EX G 717.66 MATCH EX G 717.39
2.8%
8.8%
0.8%
6.3%
5.4% MATCH EX AC 722.53 MATCH EX AC 721.49 MATCH EX AC 713.29
12.2% TC 806.10 FL 806.10 DIFF +0.06± TC 806.03 FL 806.03 DIFF +0.06± TC 806.60 BW 806.10 DIFF +1.12± TC 806.65 BW 806.15 DIFF +0.00± MATCH EX TC 802.87 FL 802.45 MATCH EX TC 804.29 FL 803.79 TC 805.45 BW 805.45 DIFF +0.10± TC 805.38 FL 804.88 DIFF +0.01±
13.1% 10.2% 11.3%
8.0%
1.5%
11.0% 7.0% 1.5% 1.5%
4.7%
4.1% TC 804.94 BW 804.94 DIFF +0.17± TC 804.87 FL 804.37 DIFF +0.00±
1.5%
1.5%
1.5%
1.5% MATCH EX G 805.48 MATCH EX G 805.93
8.0%
8.0% 11.3% 11.1%
11.0%
11.0%
1.0%
13.1% TC 808.86 10.2% FL 808.86 DIFF -0.77± TC 808.79 FL 808.79 DIFF -0.17±TC 806.31 FL 805.81 DIFF -0.09± MATCH EX TC 804.29 FL 803.80 TC 806.38 BW 806.38 DIFF +0.19± TC 809.36 BW 808.86 DIFF +0.27± TC 809.41 BW 808.91 DIFF -0.47± TC 812.92 BW 812.92 DIFF +0.51± MATCH EX TC 814.83 FL 814.42 TC 812.85 FL 812.35 DIFF -0.07± MATCH EX AC 809.14 MATCH EX AC 808.62
1.1%
2.8%
25.7%
19.1%
16.7% 10.8% 10.3% 10.3%
16.8%
14.0%
16.5%
19.3%
19.3%
18.3% MATCH EX G 809.52 MATCH EX G 811.24
1.5%
1.5% 1.5% 1.5%
1.5%
1.5%
1.5%
1.0%
24.8% MATCH EX AC 804.05 MATCH EX AC 805.94 MATCH EX AC 808.45 MATCH EX AC 810.03 MATCH EX AC 814.55 MAPBB MJA DETAILS C3.9 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 63 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 3 MELENDY DRIVE & CABOT COURT S CURB RAMP ADA CURB RAMPS PLAN VIEW SCALE 1:5 MELENDY DRIVE CABOT COURT END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE SDCB REPLACE & ADJUST TO GRADE UTILITY BOX GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE 1 MELENDY DRIVE & REGENT COURT S CURB RAMP PLAN VIEW SCALE 1:5 MELENDY DRIVE REGENT COURT END STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE STREET SIGN GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND BEGIN STANDARD CURB & GUTTER. SEE DETAIL 2 MELENDY DRIVE & REGENT COURT E CURB RAMP PLAN VIEW SCALE 1:5 MELENDY DRIVE REGENT COURT BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE STOP SIGN PROTECT IN PLACE TREE PROTECT IN PLACE TREE PROTECT IN PLACE TREE GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
MATCH EX TC 631.84 FL 631.34 14.2% TC 633.26 FL 632.76 DIFF -0.07± TC 635.97 FL 635.97 DIFF +0.30± TC 636.04 FL 636.04 DIFF -0.32± TC 639.52 FL 639.02 MATCH EX DIFF +0.00± TC 642.58 FL 642.08 TC 633.33 BW 633.33 DIFF -0.18± TC 636.54 BW 636.04 DIFF +0.57± TC 636.59 BW 636.09 DIFF +0.31± TC 639.59 BW 639.59 DIFF +0.31± MATCH EX AC 636.41
1.5%
3.7%
14.5%
17.0%
22.6% 15.2% 15.2% 15.9%
15.5%
12.6%
18.1%
16.4%
14.9%
16.4%
1.5% 1.5%
1.5% 1.5% MATCH EX G 637.14
1.5%
1.5% 7.0%
1.0%
14.8% 4.0%
2.6% MATCH EX AC 631.60 MATCH EX AC 642.41
15.6%
14.1% MATCH EX TC 638.38 FL 627.93 MATCH EX BW 628.54 MATCH EX TC 632.13 FL 631.63 TC 631.13 FL 630.63 DIFF -0.03±TC 631.63 BW 631.13 DIFF +0.00± TC 633.70 BW 633.20 DIFF +0.57± TC 633.75 BW 633.25 DIFF +0.32±
8.1%
1.5%
12.3%
9.8%
12.9%
16.7%
16.7%
16.9%
1.5% MATCH EX G 632.56
19.2% TC 633.07 FL 632.57 DIFF +0.00±
5.4%
1.5%
1.5%
1.0% TC 633.20 FL 633.20 DIFF +0.22± TC 633.13 FL 633.13 DIFF +0.31± MATCH EX AC 633.3±MATCH EX AC 633.2± MATCH EX TC 713.20 FL 712.70 TC 713.84 FL 713.42 DIFF -0.02± TC 713.94 FL 713.94 DIFF +0.32± TC 712.11 FL 711.61 DIFF -0.04± MATCH EX TC 710.23 FL 709.73 TC 713.88 BW 713.88 DIFF +0.19±TC 714.52 BW 714.02 DIFF +0.90±TC 714.45 BW 713.95 DIFF +1.18± TC 712.18 BW 712.18 DIFF +0.05±
1.5% TC 713.87 FL 713.87 DIFF +0.43±
11.1%
8.7%
11.4%
10.7%
10.7%
9.9%
5.2%
1.3%
7.2%
12.2%
11.3%
1.5%
1.5%
1.5%
1.5%
1.2% TC 713.73 FL 713.23 DIFF 0
2.5%
0.8%
1.4%
1.8% TC 713.75 BW 713.75 DIFF 0
1.0% MATCH EX AC 714.2± MATCH EX AC 713.9±
1.5%
0.5% MATCH EX MAPBB MJA DETAILS C3.10
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 64 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 PICCADILLY COURT MELENDY DRIVE BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM ADJUST TO GRADE STREET SIGN REPLACE & ADJUST TO GRADE UTILITY BOX GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND 2 MELENDY DRIVE & PICCADILLY COURT W CURB RAMP PLAN VIEW SCALE 1:5 ADA CURB RAMPS 3 MELENDY DRIVE & PICCADILLY COURT N CURB RAMP PLAN VIEW SCALE 1:5 PICCADILLY COURT MELENDY DRIVE END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE FIRE HYDRANT ADJUST TO GRADE WATER VALVECONC SIDEWALK CONFORM 1 MELENDY DRIVE & CABOT COURT E CURB RAMP PLAN VIEW SCALE 1:5 CABOT COURT END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND PROTECT IN PLACE UTILITY BOX PROTECT IN PLACE STREET SIGN CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE MELENDY DRIVE C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
5.3% MATCH EX BW 35.67 MATCH EX BW 35.73 TC 35.65 BW 35.65 DIFF +0.03± TC 36.01 BW 35.51 DIFF +0.48± TC 36.03 BW 35.53 DIFF +0.37±TC 35.89 BW 35.89 DIFF +0.00± MATCH EX BW 36.00 MATCH EX BW 35.88 TC 35.83 BW 35.83 DIFF +0.09± MATCH EX TC 35.56 FL 35.26 TC 35.15 FL 35.15 DIFF +0.06± TC 35.13 FL 35.13 DIFF +0.05± MATCH EX TC 35.43 FL 35.03 TC 35.59 BW 35.59 DIFF -0.01± TC 35.94 GB 35.44 DIFF -0.03± TC 35.96 GB 35.46 DIFF -0.08±
1.4%
1.4%
1.4%
1.4%
2.0%
1.7%
1.1% 1.0%
4.2%
0.4%
0.4%
0.4%
7.4%
7.4% MATCH EX AC 35.19 MATCH EX AC 35.31 TC 35.65 DIFF +0.37± TC 35.63 DIFF +0.33±
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
7.3%
6.4%
0.1%
0.4%
1.4%
5.3%
6.0%
1.0%
2.8%
2.2%
0.6%
0.6% TC 34.63 FL 34.63 DIFF +0.01± TC 34.58 FL 34.58 DIFF -0.09± TC 35.08 DIFF +0.35± TC 35.13 DIFF +0.31± TC 35.13 BW 34.63 DIFF -0.42± TC 35.18 BW 34.68 DIFF -0.44± TC 35.23 BW 34.73 DIFF -0.42± TC 35.18 BW 34.68 DIFF -0.44± MATCH EX TC 35.19 FL 34.69 MATCH EX TC 35.01 FL 34.51 TC 35.19 BW 35.19 DIFF +0.00± MATCH EX BW 35.19 MATCH EX BW 35.26 TC 35.24 BW 35.24 DIFF +0.01± TC 35.05 BW 35.05 DIFF +0.08± TC 35.10 BW 35.10 DIFF +0.02± MATCH EX BW 34.93MATCH EX BW 35.07
0.6%
1.0%
1.2%
1.1% MATCH EX AC 34.82 MATCH EX AC 34.82 0.3% MATCH EX TC 33.95 FL 33.45 MATCH EX TC 33.08 FL 32.62 LIP 33.41 DIFF -0.05± LIP 33.26 DIFF +0.10± LIP 33.07 DIFF +0.11± TC 33.23 FL 32.73 DIFF +0.26± TC 33.33 FL 32.83 DIFF +0.00± 1.5%
1.5% MATCH EX TC 33.74 FL 33.44 MATCH EX BW 34.42 TC 34.36 BW 34.36 DIFF +0.02± TC 34.00 BW 33.50 DIFF +0.38± TC 33.98 BW 33.48 DIFF +0.36± TC 34.11 BW 34.11 DIFF -0.20± MATCH EX BW 34.18 TC 34.04 BW 34.04 DIFF -0.18± MATCH EX BW 34.26 TC 33.34 FL 33.34 DIFF +0.01± TC 33.84 DIFF +0.14± TC 33.34 GB 33.34 DIFF -0.03± FL 33.29 MATCH EX BW 33.33 MATCH EX TC 33.40 BW 33.41 BW 33.40 DIFF +0.05± TC 33.33 BW 33.33 DIFF +0.15± TC 33.61 BW 33.11 DIFF -0.10± TC 33.69 BW 33.19 DIFF -0.23± TC 33.69 BW 33.19 DIFF -0.33± TC 33.67 BW 33.67 DIFF -0.02± MATCH EX BW 33.73 MATCH EX BW 33.62 TC 33.06 FL 33.06 DIFF -0.01± TC 33.56 DIFF +0.05± TC 33.97 BW 33.47 DIFF -0.63± FL 33.14 GB 33.26 DIFF -0.13± LIP 33.34 DIFF -0.23± TC 34.29 BW 34.29 DIFF -0.05± TC 32.98 FL 32.98 DIFF -0.01± 0.5% 0.5% FL 32.95
0.5% MATCH EX TC 33.55 FL 33.14
1.4%
1.4% TC 33.48 DIFF +0.47±
1.1%
1.5% MATCH EX AC 33.78
4.4%
0.5% 0.5% FL 33.31 TC 33.84 DIFF +0.40±
0.5%GB 33.37 DIFF +0.06±
5.4% MATCH EX AC 33.67 1.0% 1.6%
1.8% 1.5%1.5% 7.2% 6.8% 1.5%
0.6%
6.8%
6.8%
1.5%
6.6%
6.6%
1.5%
1.5% 1.5%1.5% 4.2% 4.4% 1.5% 2.8%
1.0%
4.5% TC 33.91 GB 33.41 DIFF -0.06± TC 34.00 BW 33.50 DIFF +0.36± TC 33.93 BW 33.43 DIFF -0.61± 1.5% TC 33.71 BW 33.21 DIFF -0.39± TC 33.14 BW 33.14 DIFF -0.40± 1.5% TC 33.12 BW 33.12 DIFF -0.31 TC 33.60 BW 33.60
1.5% DIFF +0.08±
2.0% 1.5% 1.5% MATCH EX BW 34.50 2.2% 3.9%
7.0%
6.6% MATCH EX AC 33.94 MATCH EX AC 33.52 MATCH EX AC 33.26 MATCH EX AC 32.71 MAPBB MJA DETAILS C3.11 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 65 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 2 ROSEWOOD AVENUE & BAYTREE ROAD W CURB RAMP PLAN VIEW SCALE 1:5 BAYTREE ROAD ROSEWOOD AVENUE PROTECT IN PLACE STREET LIGHT ADJUST TO GRADE STREET SIGN PROTECT IN PLACE TREE PROTECT IN PLACE TREE BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM 3 ROSEWOOD AVENUE & BAYTREE ROAD S CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM END STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE WATER VALVE PROTECT IN PLACE TREE PROTECT IN PLACE TREE ROSEWOOD AVENUE BEGIN STANDARD CURB & GUTTER. SEE DETAIL
BAYTREE ROAD ADA CURB RAMPS
1 ROSEWOOD AVENUE & ARROYO AVENUE E & S CURB RAMP PLAN VIEW SCALE 1:5
ROSEWOOD
AVENUE ARROYO AVENUE BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE TREE PROTECT IN PLACE TREE PROTECT IN PLACE TREE CONC SIDEWALK CONFORM ADJUST TO GRADE STREET SIGN
ROSEWOOD
AVENUE ARROYO AVENUE BEGIN STANDARD CURB & GUTTER. SEE DETAIL CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
MATCH EX BW 33.49 MATCH EX BW 33.30 MATCH EX TC 33.31 FL 32.81 TC 32.90 FL 32.90 DIFF -0.39±TC 32.97 FL 32.97 DIFF -0.19± MATCH EX TC 33.41 FL 33.11 MATCH EX BW 33.54 MATCH EX BW 33.75 TC 33.59 BW 33.59 DIFF -0.05± TC 33.57 BW 33.07 DIFF -0.37± TC 33.51 BW 33.01 DIFF -0.39± TC 33.38 BW 33.38 DIFF +0.00± TC 33.31 BW 33.31 DIFF +0.15± TC 33.44 GB 32.94 DIFF -0.39± TC 33.51 GB 33.01 DIFF -0.38± TC 33.47 DIFF +0.10± TC 33.47 DIFF +0.20± TC 33.57 FW 33.57 DIFF -0.15±
1.2%
1.9%
0%
1.4%
5.2%
4.7%
1.2%
1.1%
1.4%
1.5%
7.4%
7.1%
3.1%
0.8%
0.5%
0.5%
0.8%
1.8%
1.2%
4.7%
6.7%
1.2%
1.1%
4.6%
1.4% MATCH EX TC 34.05 FL 33.55 MATCH EX BW 34.00 TC 33.08 FL 33.08 DIFF -0.14± TC 33.01 FL 33.01 DIFF +0.78± MATCH EX TC 33.20 FL 32.70 MATCH EX BW 33.08MATCH EX BW 33.24 TC 33.35 BW 33.35 DIFF -0.03± TC 33.71 BW 33.21 DIFF -0.37± TC 33.78 BW 33.28 DIFF -0.56± TC 33.78 BW 33.78 DIFF -0.22± TC 33.65 DIFF +0.40± TC 33.57 DIFF +0.33± TC 33.28 BW 33.28 DIFF +0.18± TC 33.75 BW 33.75 DIFF -0.22± TC 33.71 GB 33.21 DIFF -0.58± TC 33.64 GB 33.14 DIFF -0.28± MATCH EX BW 33.99
4.0%
7.1%
5.8% 0.5%
1.4%
1.4%
1.5%
2.0%
1.4%
1.4%
1.4%
2.0%
2.3%
2.0%
2.2%
0.7%
0.5% TC 33.95 FL 33.45 DIFF -0.50±
8.9%3.8%
2.0%
2.9%
2.9% MATCH EX AC 33.66 MATCH EX AC 33.63 MATCH EX AC 32.77 MATCH EX AC 33.88
1.4%
1.4%
1.4%
1.4%
6.0%
7.4%
4.5%
3.6%
0.5%
1.5%
1.0%
1.0% 1.4% 2.1%
0.4%
2.0%
2.1%
1.4%
0.6% TC 32.68 FL 32.68 DIFF +0.02± TC 33.18 DIFF +0.36± TC 33.24 BW 32.74 DIFF -0.43± TC 33.31 BW 32.81 DIFF -0.48± TC 33.31 BW 32.81 DIFF -0.35± TC 33.38 BW 32.88 DIFF -0.48± TC 33.08 BW 33.08 DIFF -0.13± TC 33.13 BW 33.13 DIFF -0.05± MATCH EX BW 33.03 MATCH EX BW 33.10 TC 33.25 DIFF +0.39± TC 32.75 FL 32.75 DIFF +0.03± TC 33.41 BW 33.41 DIFF -0.05± TC 33.38 BW 33.38 DIFF -0.13± MATCH EX BW 33.51 MATCH EX BW 33.46 MATCH EX TC 33.36 FL 32.86 MATCH EX TC 33.14 FL 32.64
1.3% 0.8%
1.4%
1.4%
1.4% MATCH EX AC 32.94 MATCH EX AC 32.73 MATCH EX TC 33.76 FL 33.26 MATCH EX TC 34.01 FL 33.51 TC 33.39 FL 33.39 DIFF -0.01± TC 33.46 FL 33.46 DIFF -0.04±TC 33.96 DIFF +0.33± TC 33.89 DIFF +0.41± TC 34.09 BW 34.09 TC 34.12 DIFF -0.06± BW 34.12 DIFF -0.06± MATCH EX BW 34.28 MATCH EX BW 34.36 TC 33.81 BW 33.81 DIFF +0.11± MATCH EX BW 33.85 MATCH EX BW 33.86 TC 33.84 BW 33.84 DIFF -0.12± TC 34.03 BW 33.53 DIFF -0.41± TC 33.96 BW 33.46 DIFF -0.37± TC 34.03 BW 33.53 DIFF -0.45±TC 34.10 BW 33.60 DIFF -0.44±
1.4%
1.4%
1.4%
1.4%
0.5%
4.4%
3.8%
0.5%
0.6%
0.5%
1.4%
2.1%
0.3%
2.4%
6.1%
7.4%
3.1%
4.8%
0.2%
1.7%
0.7%
4.9%
3.7%
1.4%
1.4% MATCH EX AC 33.31 MATCH EX AC 33.68 MAPBB MJA DETAILS C3.12 66 of 8306/04/2025 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 3 ROSEWOOD AVENUE & ASTER ROAD S CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE TREE
ASTER ROAD
4 ROSEWOOD AVENUE & ASTER ROAD W CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM END STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE TREE PROTECT IN PLACE TREE ADJUST TO GRADE STREET SIGN PROTECT IN PLACE WATER VALVE ADJUST TO GRADE WATER VALVE ROSEWOOD AVENUE ASTER ROAD BEGIN STANDARD CURB & GUTTER. SEE DETAIL CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS 1 ROSEWOOD AVENUE & MORSE BOULEVARD N CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM END STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE WATER VALVE PROTECT IN PLACE FIRE HYDRANT PROTECT IN PLACE TREE PROTECT IN PLACE TREE BEGIN STANDARD CURB & GUTTER. SEE DETAIL
MORSE BOULEVARD
2 ROSEWOOD AVENUE & MORSE BOULEVARD W CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL ADJUST TO GRADE STREET SIGN PROTECT IN PLACE SDCB PROTECT IN PLACE UTILITY BOX MORSE BOULEVARD ROSEWOOD AVENUE ROSEWOOD AVENUE ROSEWOOD AVENUE C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
MATCH EX TC 33.88 FL 33.46 MATCH EX BW 34.06 MATCH EX BW 34.96 BW 33.97 DIFF +0.01BW 33.80 DIFF -0.20± BW 33.67 DIFF +0.08± MATCH EX TC 33.45 FL 32.95 TC 33.63 FL 33.13 DIFF +0.04± TC 33.60 FL 33.10 DIFF +0.03± TC 33.31 FL 33.31 DIFF +0.09± TC 33.37 FL 33.37 DIFF +0.05± TC 33.68 FL 33.44 DIFF +0.06± TC 33.50 FL 33.50 DIFF +0.04± TC 33.56 FL 33.56 DIFF +0.08±
2.5% 0.9% TC 34.06 DIFF +0.16± GB 33.68 DIFF -0.06± TC 34.06 GB 33.74 DIFF +0.02± 0.5%
1.5%
2.1%
2.1%
1.5% GB 33.68 DIFF +0.03±
1.5% GB 33.74 DIFF 0.21± 1.5%
1.5%
3.1% 3.1%
5.8%
1.5%TC 33.90 BW 33.90 DIFF -0.19± 2.4% 3.5% 1.5%7.2% 7.5%
4.1%
4.1% MATCH EX TC 34.39 FL 33.89 0.9% MATCH EX TC 34.05 FL 33.55 TC 34.40 FL 33.90 DIFF +0.03± TC 33.85 FL 33.85 DIFF +0.04± TC 33.82 FL 33.82 DIFF -0.16± TC 34.25 FL 33.57 DIFF -0.06± TC 34.26 FL 33.53 DIFF +0.00± TC 34.26 FL 33.53 DIFF +0.00± TC 34.21 FL 33.61 DIFF -0.03± TC 33.80 FL 33.80 DIFF +0.13± TC 33.74 FL 33.74 DIFF +0.04± TC 34.18 FL 33.68 DIFF +0.03±
1.5% TC 34.47 BW 34.47 DIFF -0.15± TC 34.42 BW 33.92 DIFF -0.34± TC 34.39 BW 33.89 DIFF -0.37± TC 34.68 BW 34.18 DIFF +0.18± TC 34.64 BW 34.14 DIFF +0.24± TC 34.60 BW 34.10 DIFF +0.13± TC 34.26 BW 34.26 DIFF -0.04± TC 34.12 FL 33.62 DIFF +0.01± 1.5%
0.5% 0.5% 0.5% 4.8%
3.5% 1.3% 1.3% 1.3%
5.6%
8.4% 1.5%
1.5%
3.8% 5.8%
5.7%
3.5%
7.2% TC 34.48 GB 34.08 DIFF -0.01± GB 34.02 DIFF -0.14± GB 34.18 DIFF -0.19± TC 34.48 GB 34.15 DIFF +0.12±
1.5%
1.5%
1.5% 2.3% TC 34.48 DIFF +0.05± TC 34.30 DIFF +0.02±
1.5% 1.5% 1.5%
7.5%9.0%
1.5% 32" MIN (TYP.)
7.3% 10.2% 1.5% MATCH EX AC 34.12MATCH EX AC 34.43 MATCH EX AC 33.97 MATCH EX AC 34.23 MATCH EX AC 33.98
2.2% MATCH EX AC 34.27 5.0% 10.2%
10.7%
1.5%
6.4%
5.1%
1.5%
8.0%
1.0% 3.2% 3.5%
1.5%
6.8%5.2%
1.5% MATCH EX BW 263.83 MATCH EX TC 263.57 FL 263.15 MATCH EX BW 262.59 MATCH EX TC 262.46 FL 262.03 HP TC 263.52 FL 263.52 DIFF +0.04± TC 263.47 FL 263.47 DIFF -0.01± TC 264.05 BW 263.55 DIFF -0.06± TC 264.04 BW 263.54 DIFF -0.35± TC 262.78 BW 262.78 DIFF +0.04± TC 262.71 FL 262.21 DIFF +0.04± TC 263.78 FL 263.28 DIFF +0.03± TC 263.85 BW 263.85 DIFF +0.00± 32" MIN (TYP.)
1.5%
19.2%
1.5% 1.6%
12.4%
15.2%
1.5%
13.6%
17.9%
0.5%
11.2%
9.9%
8.7%
11.8%
1.5% MATCH EX BW 263.66 MATCH EX CONC 263.55 TC 264.06 BW 264.06 DIFF -0.10± TC 265.66 BW 265.16 DIFF -0.18± TC 265.74 BW 265.24 DIFF -0.39± TC 268.22 BW 268.22 DIFF -0.24± MATCH EX BW 268.99 MATCH EX TC 268.89 FL 268.44TC 268.16 FL 267.66 DIFF +0.14± TC 265.16 FL 265.16 DIFF -0.09± TC 265.10 FL 265.10 DIFF +0.52± MATCH EX TC 264.01 FL 263.43 MATCH EX AC 265.436 MATCH EX AC 264.90
6.0%
9.5% MAPBB MJA DETAILS C3.13
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 67 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 2 ROSEWOOD AVENUE & BRITTAN AVENUE W CURB RAMP PLAN VIEW SCALE 1:5 BRITTAN AVENUE ROSEWOOD AVENUE END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM REMOVE & RELOCATE STOP SIGN REPLACE & ADJUST TO GRADE UTILITY BOX. TRUNCATED DOMES INSTALLED ON TOP OF UTILITY BOX SHALL BE NEATLY CUT ALONG LID PERIMETER, GLUED, AND BOLTED DOWN AND FLUSH. PROTECT IN PLACE SDCB ADJUST TO GRADE STREET SIGN 1 ROSEWOOD AVENUE & BRITTAN AVENUE N CURB RAMP PLAN VIEW SCALE 1:5 ROSEWOOD AVENUE BRITTAN AVENUE BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE GUY WIRE PROTECT IN PLACE JOINT POLE CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS 4 SAN MIGUEL WAY & HEWITT DRIVE SE CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM REMOVE & RELOCATE STREET SIGN 3 SAN MIGUEL WAY & HEWITT DRIVE NE CURB RAMP PLAN VIEW SCALE 1:5 AC CONFORM. CONFIRM LIMITS IN FIELD WITH ENGINEER. CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE SDCB PROTECT IN PLACE EX MAILBOX PROTECT IN PLACE EX WALL END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL GRADE TO MATCH & REPAIR EX LANDSCAPE IN KIND SAN MIGUEL WAY
HEWITT DRIVE SAN MIGUEL WAY
HEWITT DRIVE BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
1.0%
0.6%
0.7% 0.5%
0.35% 0.35% 0.35%
1.6%
1.6%
1.6%
1.5%
7.3%
6.4%
2.8%
4.4%
5.0% 1.5%
0.35% 0.35%
0.4%
0.6% 0.35% 0.35% 6.7% 6.7%
1.5%
0.35% 1.0% 1.0%
1.5% 0.34% 1.5%
1.5%
4.4%
1.4%
7.8%
7.9%
8.9%
8.7%
7.9% 1.4%
5.3%
5.2%
1.5% 1.5%
1.5% 1.5% MATCH EX TC 42.22 FL 41.72 MATCH EX TC 42.52 FL 41.92 MATCH EX TC 42.82 FL 42.22 MATCH EX TC 43.15 FL 42.65 LIP 42.21 DIFF -0.15± LIP 41.04 DIFF -0.07± TC 42.40 FL 41.90 DIFF +0.02± TC 42.71 FL 42.21 DIFF +0.02± TC 42.79 BW 42.79 DIFF -0.21± TC 43.12 BW 43.12 DIFF -0.01± TC 43.04 FL 42.54 DIFF +0.11± TC 42.35 BW 42.35 DIFF -0.64± TC 42.95 BW 42.41 DIFF -0.56± TC 42.29 GB 42.29 DIFF -0.16± TC 42.23 GB 42.23 DIFF +0.04± TC 42.48 BW 41.88 DIFF -0.60± TC 42.55 BW 41.95 DIFF -0.58± TC 41.84 FL 41.84 DIFF -0.09± TC 41.87 FL 41.87 DIFF -0.57± TC 42.48 BW 42.48 DIFF -0.15± FL 42.14 FL 42.18 LIP 42.27 DIFF -0.27± TC 42.33 FL 42.33 DIFF -0.04± FL 42.16 LIP 42.18 DIFF -0.14± TC 42.27 FL 41.77 DIFF -0.06± TC 42.35 BW 42.35 DIFF -0.09± TC 41.80 FL 41.80 DIFF -0.03± MATCH EX TC 42.46 FL 41.76 FL 41.82 FL 41.84 MATCH EX AC 42.8 LIP 42.21 DIFF -0.41± GB 42.13 DIFF -0.23± FL 42.00 LIP 42.13 DIFF -0.28± LIP 41.97 DIFF -0.17± LIP 41.91 DIFF -0.12± GB 41.97 DIFF +0.00± MATCH EX AC 43.24 MATCH EX AC 43.18 MATCH EX AC 43.01 MATCH EX AC 42.79 MATCH EX AC 42.66
5.7%
5.4% 32" MIN (TYP.) 32" MIN (TYP.)
X X X
X
X
X
X
X
X
X MATCH EX AC 43.22 MATCH EX AC 43.28 MATCH EX AC 42.31 1.3%
1.5%
1.8% 1.8% 1.5%
4.2%
4.2% 6.7%6.8%
1.5% 1.5%
1.5%
1.5%
1.5% MATCH EX TC 42.32 FL 41.92 TC 42.57 BW 42.57 DIFF +0.16± TC 42.50 BW 42.17 DIFF -0.30± TC 42.50 BW 42.15 DIFF -0.32± TC 42.39 BW 42.39 DIFF -0.04± MATCH EX TC 42.35 FL 41.75 TC 42.33 FL 41.83 DIFF +0.07± TC 42.08 FL 42.08 DIFF +0.30± TC 42.21 FL 42.21 DIFF +0.31± TC 42.50 FL 42.00 TC 42.09 DIFF +0.03± FL 42.09 DIFF +0.14± TC 42.50 BW 42.24 DIFF -0.26± 32" MIN (TYP.)
1.5%
0.8% 1.5% MATCH EX AC 42.4± MATCH EX AC 42.3± MATCH EX AC 42.5±
0.7%
1.0% 3.1%
0.8%
0.8%
1.5%
7.0%
6.3%
1.5%
1.5%
0.7%
3.1% 1.5%1.5%
5.5%
5.5% MATCH EX TC 42.61 FL 42.01 TC 42.69 BW 42.69 DIFF -0.15± TC 42.72 BW 42.37 DIFF -0.36± TC 42.71 BW 42.48 DIFF +0.23± TC 43.04 BW 43.04 DIFF +0.21± TC 42.97 FL 42.47 DIFF +0.00± MATCH EX TC 43.01 FL 42.51 TC 42.29 FL 42.29 DIFF +0.25± TC 42.61 FL 42.11 DIFF +0.11± TC 42.40 FL 42.40 DIFF +0.01±
1.5% MAPBB MJA DETAILS C3.14
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 68 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 1 ST FRANCIS WAY & CHESTNUT STREET N & W CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE FENCE PROTECT IN PLACE WATER VALVE PROTECT IN PLACE FIRE HYDRANT ADJUST TO GRADE WATER VALVE ADJUST TO GRADE STREET SIGN & STOP SIGN ADJUST TO GRADE WATER VALVE ADJUST TO GRADE WATER VALVE GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND
CHESTNUT STREET ST FRANCIS WAY
2 ST FRANCIS WAY & CHESTNUT STREET S CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE STREET SIGN PROTECT IN PLACE WATER VALVE PROTECT IN PLACE WATER VALVE
CHESTNUT STREET ST FRANCIS WAY
3 ST FRANCIS WAY & CHESTNUT STREET E CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE STREET SIGN PROTECT IN PLACE WATER METER BOX ADJUST TO GRADE STOP SIGN PROTECT IN PLACE JOINT POLE CHESTNUT STREET ST FRANCIS WAY CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
8.0% 0.0%
1.8%
3.1%
1.6%
1.6% 1.6% 1.8%
1.6% 1.5%
7.6%
8.0% MATCH EX TC 28.15 FL 27.55 MATCH EX TC 28.27 FL 27.47 MATCH EX TC 28.39 TC 28.32 BW 28.32 DIFF -0.06± TC 27.92 BW 27.92 DIFF -0.37± TC 28.34 BW 27.84 DIFF -0.39± TC 27.84 FL 27.84 DIFF +0.26± TC 27.76 FL 27.76 DIFF +0.16± TC 28.15 FL 27.65 DIFF +0.07± TC 28.22 BW 28.22 DIFF -0.02± 5.3%
9.6%
X X X
X
X
X 32" MIN (TYP.) MATCH EX AC 28.14 MATCH EX AC 27.98
0.9%
1.6% 0.6% 0.6% 0.6% 0.6% 0.6% 1.5% 1.5%1.5%
4.6%
6.5%
5.0%
6.8%
6.8% MATCH EX BW 28.05 TC 28.17 BW 28.17 DIFF +0.03± MATCH EX TC 28.25 FL 27.85 MATCH EX TC 28.15 FL 27.65 TC 28.27 BW 28.27 DIFF -0.46± TC 28.20 FL 27.70 DIFF -0.05± TC 28.31 BW 27.81 DIFF -0.62± TC 28.34 BW 27.84 DIFF -0.46± TC 27.77 FL 27.77 DIFF -0.03± TC 27.74 FL 27.74 DIFF -0.05± TC 28.17 FL 27.82 DIFF +0.01± TC 28.17 BW 28.17 DIFF -0.06±
X X X X X
X
X
X
X 32" MIN (TYP.) 1.4% 1.2%
0.1%
0.2% 0.5% 0.5%
1.3% 1.3%
1.0%
3.4%
7.0%
7.0%
1.5%
1.5%
0.4%
1.9%
1.5%
4.7% 1.5%
1.5%
1.0%
4.2%
6.3%
2.5%
1.5%
0.5% 1.0% 2.0% 2.0%
3.7%
1.5%
9.3%
2.4%
1.5%
7.3%
7.0%
1.5%
6.1%
5.4%
1.5%
1.0%
7.4% 1.5%
1.5%
2.0% 0.9% 0.9%
1.5%
1.5% 3.8%
2.5% BW 40.24
0.2%DIFF -0.02± TC 40.14 BW 40.14 DIFF -0.03± TC 40.41 BW 39.91 DIFF -0.25± TC 40.41 BW 39.91 DIFF -0.25± TC 40.00 BW 40.00 DIFF -0.15± BW 40.05 DIFF -0.09± MATCH EX TC 40.07 FL 39.47 GB 39.84 DIFF -0.24± GB 39.84 DIFF -0.26± TC 39.57 GB 39.57 DIFF +0.09± TC 39.57 GB 39.57 DIFF +0.11± FL 39.29 LIP 39.51 DIFF -0.08± LIP 39.20 DIFF +0.00± TC 40.04 FL 39.54 DIFF +0.05± TC 39.92 GB 39.42 DIFF -0.05± FL 39.35 MATCH EX TC 40.15 FL 39.15 MATCH EX TC 39.85 FL 39.42 BW 39.90 DIFF +0.03± TC 39.64 BW 39.64 DIFF -0.05± TC 39.74 BW 39.24 DIFF -0.31± TC 39.67 BW 39.17 DIFF -0.22±TC 39.41 BW 39.41 DIFF +0.17± BW 39.11 DIFF 0.02± LIP 39.43 DIFF -0.08± LIP 39.42 DIFF -0.09± TC 39.57 FL 39.07 DIFF -0.11± TC 38.90 GB 38.90 DIFF -0.12± TC 38.84 GB 38.84 DIFF +0.01± TC 39.30 GB 38.80 DIFF +0.14± MATCH EX TC 39.98 FL 38.48 GB 39.18 DIFF -0.30± GB 39.11 DIFF -0.24± FL 39.44 GB 39.37 DIFF -0.10± FL 39.35 FL 38.77 TC 39.10 FL 38.60 DIFF +0.04± LIP 39.85 DIFF +0.04± FL 39.00 LIP 39.12 DIFF +0.16± GB 39.12 DIFF +0.06± TC 38.82 GB 38.82 DIFF +0.12± FL 39.14 LIP 39.26 DIFF +0.06± GB 39.26 DIFF -0.07± LIP 39.33 DIFF -0.34± MATCH EX AC 40.04 MATCH EX TC 39.86 MATCH EX TC 40.17 MATCH EX TC 40.08 MATCH EX TC 39.00 32" MIN (TYP.) 32" MIN (TYP.) 32" MIN (TYP.) 2.1% 4.0% X
X
X
X
X
X
X MAPBB MJA DETAILS C3.15
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 69 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 1 ST FRANCIS WAY & GOVER LANE N & W CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE FENCE PROTECT IN PLACE FENCEADJUST TO GRADE STREET SIGN PROTECT IN PLACE WATER METER BOX GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND PROTECT IN PLACE GUY WIRE GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND
GOVER LANE ST FRANCIS WAY REMOVE & RELOCATE STREET SIGN & STOP SIGN 2 ST FRANCIS WAY & WALNUT STREET W CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE STREET SIGN PROTECT IN PLACE SDCB REMOVE & RELOCATE STOP SIGN & POST PROTECT IN PLACE WALL AND FENCE ST FRANCIS WAY WALNUT STREET END STANDARD CURB & GUTTER. SEE DETAIL
3 ST FRANCIS WAY & WALNUT STREET N CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM PROTECT IN PLACE FIRE HYDRANT ADJUST TO GRADE WATER VALVE PROTECT IN PLACE WATER VALVE PROTECT IN PLACE WATER VALVE PROTECT IN PLACE FENCE ST FRANCIS WAY WALNUT STREET END STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
5.0% 4.0%
8.2%
8.5%
1.5% 7.4% 7.4% 4.2% 2.9% 3.0%
3.4%
1.5%
1.5%
7.4%
11.5%
9.3%
1.0% 1.5% 4.8%
1.5%
1.5%
4.5% 4.1% 4.1%
1.5%
1.5%
1.5% 1.5% 6.2% 6.2%
1.0%
1.0%
8.0%
6.5%
8.8%
4.4% 4.6%
1.5%
8.0%
3.8%
8.8% 8.8%
11.5%
13.2% 1.5%
10.5% MATCH EX TC 84.51 FL 84.02 MATCH EX BW 84.68 MATCH EX BW 88.10 MATCH EX TC 87.57 FL 87.11 MATCH EX BW 87.74 MATCH EX TC 88.96 FL 87.49 MATCH EX TC 88.94 FL 88.97 MATCH EX BW 89.04 LIP 86.68 DIFF +0.00± FL 86.55 FL 86.68 GB 86.71 DIFF -0.30± FL 86.76 LIP 86.79 DIFF -0.23± TC 87.47 FL 86.97 DIFF -0.01± TC 86.88 FL 86.88 DIFF -0.28± TC 86.88 FL 86.88 DIFF -0.06± TC 86.95 BW 86.95 DIFF -0.50± TC 86.95 BW 86.95 DIFF -0.73± TC 87.52 BW 87.52 DIFF -0.23± TC 88.60 FL 88.10 DIFF +0.04± TC 88.67 BW 88.67 DIFF +0.05± LIP 85.52 DIFF +0.00± FL 85.39 GB 85.52 DIFF -0.22± LIP 85.65 DIFF -0.42± GB 86.23 DIFF -0.12± FL 86.10 LIP 86.23 DIFF +0.00± LIP 86.30 DIFF -0.54± TC 85.47 FL 85.47 DIFF -0.27± TC 85.40 FL 85.40 DIFF +0.00± TC 84.51 FL 84.51 DIFF -0.10± TC 84.44 FL 84.44 DIFF +0.00± TC 85.01 BW 84.51 DIFF -0.56± TC 85.08 BW 84.58 DIFF -0.74± TC 84.73 FL 84.23 DIFF +0.05± TC 84.78 BW 84.78 DIFF -0.10± TC 85.95 BW 85.45 DIFF -0.40± TC 86.16 BW 85.66 DIFF -0.30± TC 85.22 FL 84.98 TC 85.72 BW 85.22 DIFF -0.46± TC 87.64 BW 87.64 DIFF -0.03± TC 87.57 FL 87.07 DIFF -0.01± MATCH EX AC 88.74 32" MIN (TYP.)
5.5%
8.3% 1.2%
0.5% 7.5% 1.5%
0.5% 0.5%
1.0% 0.45% 0.45%
12.0%
1.5% 7.3%
1.5% 5.3%
2.0% 2.0% 2.0% 0.8%
2.0% 4.3% 3.6%
1.0%
0.8% MATCH EX TC 26.33 FL 26.28 TC 27.30 BW 26.80 DIFF -0.03± MATCH EX TC 26.46 FL 25.96 MATCH EX GB 26.60 MATCH EX GB 26.70 MATCH EX BW 26.70 TC 26.75 AC 26.57 DIFF +0.00± MATCH EX BW 26.94 MATCH EX GB 26.86 TC 26.74 FL 26.27 DIFF +0.04± MATCH EX TC 27.25 FL 26.75 TC 26.74 FL 26.74 DIFF +0.09± TC 26.72 FL 26.72 DIFF +0.16± LIP 26.34 DIFF +0.10 FL 26.25 TC 27.28 BW 26.78 DIFF -0.06± LIP 26.27 DIFF +0.04± FL 26.21 GB 26.30 DIFF -0.20± LIP 26.45 DIFF +0.00± LIP 26.25 DIFF +0.10± FL 26.16 GB 26.34 DIFF +0.07± TC 26.45 FL 26.45 DIFF +0.05± TC 26.52 FL 26.52 DIFF -0.02± LIP 26.58 DIFF +0.07± GB 26.38 DIFF +0.11± TC 26.59 FL 26.09 DIFF +0.00± BW 26.74 DIFF -0.01± GB 26.67 DIFF +0.00± GB 26.63 DIFF +0.02± TC 26.45 FL 25.95 DIFF +0.00±
6.0%
5.3% 1.5% MATCH EX AC 26.46 MATCH EX AC 26.12
1.7%
1.5% 7.8% 2.1% 0.5% 0.9%
0.5%
1.5%
0.5% 1.5%
1.5%
6.7% 1.5% 1.4% 0.5%
0.5%
1.5%
1.5% 1.5%
4.2%
1.5%
11.3%
0.8% MATCH EX BW 27.21 TC 27.14 BW 26.64 DIFF -0.20± TC 27.10 BW 26.60 DIFF -0.35± MATCH EX TC 26.89 FL 26.29 MATCH EX TC 26.60 AC 26.60 TC 26.48 FL 26.48 DIFF -0.06± TC 26.42 FL 26.42 DIFF +0.01± LIP 26.04 DIFF +0.08± LIP 26.35 DIFF +0.05± TC 26.54 FL 26.54 DIFF +0.09± TC 26.60 FL 26.60 DIFF +0.01± MATCH EX TC 26.82 TC 26.98 BW 26.98 DIFF -0.10± MATCH EX BW 26.50 MATCH EX GB 26.49 MATCH EX GB 26.43 MATCH EX TC 26.41 FL 25.91 FL 26.26 TC 26.57 FL 26.28 DIFF +0.05± GB 26.48 DIFF +0.12± GB 26.59 DIFF +0.15± GB 26.65 DIFF +0.06± LIP 26.37 DIFF +0.00± GB 26.20 DIFF -0.05± LIP 26.20 DIFF +0.06± FL 26.11 FL 25.97 GB 26.30 DIFF -0.04± TC 26.45 FL 25.95 DIFF -0.02± GB 26.55 DIFF +0.00± GB 26.49 DIFF -0.04± MATCH EX BW 26.59 LIP 26.53 DIFF -0.01±GB 26.47 DIFF +0.05± X
X
X
X 1.5% 1.5% MATCH EX TC 26.99
4.2% MAPBB MJA DETAILS C3.16
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 70 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 1 ST FRANCIS WAY & ORTEGA ALLEY N & W CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM END STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL ORTEGA ALLEY ST FRANCIS WAY PROTECT IN PLACE WALL PROTECT IN PLACE FENCE CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL 2 ST FRANCIS WAY & ORTEGA ALLEY S & E CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL ST FRANCIS WAY
ORTEGA ALLEY PROTECT IN PLACE STREET LIGHT PROTECT IN PLACE WALL 3 ST FRANCIS WAY 2 & GARNET AVENUE N & W CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM ADJUST TO GRADE STREET SIGN & STOP SIGN REPLACE & ADJUST TO GRADE UTILITY BOX END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL PROTECT IN PLACE WALL ADJUST TO GRADE WATER VALVE GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND ADJUST TO GRADE WATER VALVE BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL GARNET AVENUE ST FRANCIS WAY 2 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE ADA CURB RAMPS C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
W W W W W W W W W W W W
0.6% MATCH EX TC 32.40 FL 31.78 TC 32.25 FL 31.75 DIFF -0.01± MATCH EX AC 33.00
7.1% MATCH EX TC 32.44 FL 31.94
0.7% 0.7%
0.7%
0.7% TC 31.71 FL 31.71 DIFF -0.04±
1.4% 1.4%
1.4% TC 32.28 BW 31.78 DIFF -0.50± MATCH EX AC 32.79
3.3%MATCH EX AC 32.96
1.0%
9.3%
10.8% MATCH EX BW 32.59
6.4%
4.5% TC 32.32 BW 32.32 DIFF -0.07± 1.4% MATCH EX BW 32.43 TC 32.30 BW 32.30 DIFF -0.20±
1.4% TC 32.23 FL 31.73 DIFF -0.01± INSTALL CATCH BASIN TYPE 2. SEE DETAIL GRATE 31.51 INV 26.38
3.1% 1.1%1.1% 5.8%4.2% REMOVE CATCH BASIN PROTECT IN PLACE WATER VALVEPROTECT IN PLACE SIGN PROTECT IN PLACE SIGNPROTECT IN PLACE WATER VALVE PROTECT IN PLACE WATER VALVE PROTECT IN PLACE SIGN PROTECT IN PLACE FIRE HYDRANT PROTECT IN PLACE WATER VALVE MATCH EX TC 32.47 FL 31.83 MATCH EX TC 32.20 FL 31.58 1.2%
0.2% TC 32.04 FL 31.54 DIFF -0.05± INSTALL COBBLESTONE ON EX INLET CONCRETE GRATE 31.41 INV 26.51 MATCH EX TC 32.19 FL 31.42 MATCH EX TC 32.22 FL 31.41
0.8% 0.8%
0.8% TC 31.49 FL 31.49 DIFF -0.03± TC 32.09 FL 31.59 DIFF -0.15± 3.4% 1.0%
1.0% TC 31.50 FL 31.50 DIFF -0.13± TRUNCATED DOMES WITH H-20 TRAFFIC RATING CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6 END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND ELM STREET C3.20 No. 6 C3.20 No. 6 END STANDARD CURB & GUTTER. BEGIN DRIVEWAY APPROACH SEE DETAIL C3.20 No. 6 - No. 9-5 END STANDARD CURB & GUTTER. END DRIVEWAY APPROACH SEE DETAIL C3.20 No. 6 - No. 9-5 ST FRANCIS WAY
EL SERENO DRIVE 1.4% MATCH EX BW 32.27 ADJUST TO GRADE MAILBOX CONC SIDEWALK CONFORM 1.4% 1.4%
1.4%
1.4%
1.0% RELOCATE SIGN
TO
FROM 5.4 C3.20 No. 6 END STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6 BEGIN STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6 - No. 22 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM ADJUST TO GRADE WATER VALVE GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND PROTECT IN PLACE JOINT POLE ADJUST TO GRADE WATER VALVE MAPBB MJA DETAILS C3.17 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 71 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 ADA CURB RAMPS 1 ST FRANCIS WAY & ELM STREET & EL SERENO DRIVE CURB RAMP PLAN VIEW SCALE 1:5 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
1.3% 1.6% 0.7% 1.5% 1.5% 1.5% 1.5% 1.5%
1.5% 1.5%
1.6%
1.6%
1.5%
1.5%
1.5% 1.5% 5.3% 7.1%
1.0%
4.3%
6.9%
4.2%
1.2%
1.5%
1.0%
2.6%
1.5%
1.0%
1.5% 1.5%
5.5%
2.3% 7.4%6.3% 1.6% 5.5% 1.5% MATCH EX TC 25.48 FL 24.98 TC 25.47 BW 25.47 DIFF -0.06± TC 25.33 BW 24.83 DIFF -0.61± TC 25.38 BW 24.88 DIFF -0.51± TC 25.43 BW 25.43 DIFF -0.09± MATCH EX TC 25.45 FL 24.95 MATCH EX TC 25.03 FL 24.57 TC 25.08 BW 25.08 DIFF -0.09± TC 24.91 BW 24.41 DIFF -0.66± TC 24.87 BW 24.37 DIFF -0.46± TC 24.64 BW 24.64 DIFF -0.08± MATCH EX TC 24.47 MATCH EX TC 24.60 FL 24.10 TC 24.47 FL 24.15 DIFF -0.04± TC 24.28 FL 24.28 DIFF -0.11± TC 24.35 FL 24.35 DIFF -0.07± TC 25.00 FL 24.50 DIFF -0.02± LIP 24.39 DIFF +0.01± MATCH EX AC 25.58 LIP 24.63 DIFF +0.11± LIP 74.76 DIFF -0.13± TC 24.75 GB 24.75 DIFF -0.21± TC 24.80 GB 24.80 DIFF -0.03± TC 25.20 FL 24.80 DIFF -0.03± TC 25.37 FL 24.87 DIFF +0.00± FL 24.60 LIP 24.72 DIFF +0.01± MATCH EX AC 24.76 TC 25.39 FL 24.89 DIFF -0.03± LIP 24.69 FL 24.44 LIP 24.56 DIFF +0.08± MATCH EX AC 24.59 GB 24.56 DIFF +0.08± FL 24.23 LIP 24.35 DIFF +0.00± MATCH EX AC 24.39 FL 24.72 FL 24.65GB 24.32 DIFF -0.04±
1.0% 0.9% 32" MIN (TYP.) 5.0%3.5% 32" MIN (TYP.)
1.6% MATCH EX AC 24.25 MATCH EX AC 25.09
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W
W W W W W W W W W W
W
W
W
W
W
W
W
W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS
0.6% MATCH EX TC 32.40 FL 31.78 TC 32.25 FL 31.75 DIFF -0.01± MATCH EX AC 33.00
7.1% MATCH EX TC 32.44 FL 31.94
0.7% 0.7%
0.7%
0.7% TC 31.71 FL 31.71 DIFF -0.04±
1.4% 1.4%
1.4% TC 32.28 BW 31.78 DIFF -0.50± MATCH EX AC 32.79
3.3%MATCH EX AC 32.96
1.0%
9.3%
10.8% MATCH EX BW 32.59
6.4%
4.5% TC 32.32 BW 32.32 DIFF -0.07± 1.4% MATCH EX BW 32.43 TC 32.30 BW 32.30 DIFF -0.20±
1.4% TC 32.23 FL 31.73 DIFF -0.01±
3.1% 1.1%1.1% 5.8%4.2% REMOVE CATCH BASIN PROTECT IN PLACE WATER VALVEPROTECT IN PLACE SIGN PROTECT IN PLACE SIGNPROTECT IN PLACE WATER VALVE PROTECT IN PLACE WATER VALVE PROTECT IN PLACE SIGN PROTECT IN PLACE FIRE HYDRANT PROTECT IN PLACE WATER VALVE TRUNCATED DOMES WITH H-20 TRAFFIC RATING CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL C3.20 No. 6 GRADE TO MATCH & REPAIR EX LANDSCAPE IN-KIND C3.20 No. 6 END STANDARD CURB & GUTTER. BEGIN DRIVEWAY APPROACH SEE DETAIL C3.20 No. 6 - No. 9-5 END STANDARD CURB & GUTTER. END DRIVEWAY APPROACH SEE DETAIL C3.20 No. 6 EL SERENO DRIVE ADJUST TO GRADE WATER VALVE MAPBB MJA DETAILS C3.18 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 72 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE 1 WALNUT STREET & GREENWOOD AVENUE N & W CURB RAMP PLAN VIEW SCALE 1:5 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM BEGIN STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL GREENWOOD AVENUE WALNUT STREET ADJUST TO GRADE WATER VALVE ADJUST TO GRADE WATER VALVE PROTECT IN PLACE FIRE HYDRANT ADJUST TO GRADE WATER VALVE ADJUST TO GRADE STREET SIGN PROTECT IN PLACE WATER VALVE PROTECT IN PLACE SDCB END STANDARD CURB & GUTTER. SEE DETAIL ADA CURB RAMPS C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.21 2 C3.20 No. 8 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6
3 EL SERENO DRIVE & ST FRANCIS WAY 1 & ELM STREET W CURB RAMP PLAN VIEW SCALE 1:5 ST FRANCIS WAY 1 TC 38.79 BW 38.79 DIFF 0.00±MATCH EX BW 38.83 TC 38.82 BW 38.32 DIFF -0.43± TC 38.78 BW 38.28 DIFF -0.44± TC 38.L69 BW 38.69 DIFF 0.00± MATCH EX BW 38.65 MATCH EX TC 38.46 FL 38.06 TC 38.60 BW 38.10 DIFF +0.01± TC 38.16 BW 38.16 DIFF +0.04± TC 38.19 BW 39.19 DIFF +0.05± TC 38.75 BW 38.25 DIFF +0.08± MATCH EX TC 38.67 FL 38.30
1.1%
1.5%
1.5%
0.5%
0.7%
0.7%
0.7%
0.7%
0.7%
7.0%
6.3%
7.1%
0.7%
6.9%
0.2%
0.7%
0.7% MATCH EX 39.26 TC 39.34 BW 39.34 DIFF+0.02± TC 39.45 BW 38.95 DIFF -0.47± TC 39.53 BW 39.03 DIFF -0.47± TC 39.66 BW 39.66 DIFF +0.03± MATCH EX BW 39.71 MATCH EX TC 39.71 FL 39.34 TC 39.59 BW 39.09 DIFF 0.00± TC 38.95 FL 38.95 DIFF 0.00± TC 38.88 BW 38.88 DIFF 0.00± TC 38.77 BW 39.27 DIFF 0.00± MATCH EX TC 39.14 FL 39.86
1.5%
1.5%
1.5%
1.5%
1.4%
1.3%
7.0%
1.5%
6.8%
5.2%
5.0%
1.5%
1.5%
1.5%
1.5%
1.3%
1.5% MATCH EX BW 39.12TC 39.11 BW 39.11 DIFF 0.00± TC 39.54 BW 39.04 DIFF -0.06± TC 39.47 BW 38.97 DIFF -0.12± TC 39.34 BW 39.34 DIFF +0.25± MATCH EX BW 39.08 MATCH EX TC 39.02 FL 38.74 MATCH EX TC 38.77 BW 38.47 TC 39.10 BW 38.60 DIFF -0.11± TC 39.13 BW 38.63 DIFF 0.00± TC 38.66 BW 38.66 DIFF -0.06±TC 38.68 BW 38.68 DIFF -0.05± TC 39.22 BW 38.72 DIFF -0.02± GB 38.97 DIFF -0.08± GB 38.91 DIFF -0.14± TC 39.65 BW 38.56 DIFF -0.09±
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
1.0% 1.6%
X
X
X
X
X
X
X
X
X
X
X
X
X
7.7%
8.3%
1.5%
1.5% 1.5%
1.5%
1.5%
7.4%
1.5%
1.4%
0.5%
7.3%
5.1% MATCH EX BW 39.57 MATCH EX BW 39.77 TC 39.84 BW 39.84 DIFF -0.15± TC 40.18 BW 39.68 DIFF -0.59± TC 40.23 BW 39.73 DIFF -0.68± TC 40.67 BW 40.67 DIFF -0.03±MATCH EX BW 40.79 MATCH EX BW 40.66 TC 40.60 BW 40.60 DIFF +0.03± TC 40.16 GB 39.66 DIFF -0.58± TC 40.11 GB 39.61 DIFF -0.50± MATCH EX TC 40.34 FL 39.86 TC 39.61 FL 39.61 DIFF -0.03± TC 40.13 DIFF 0.00± TC 39.56 FL 39.56 DIFF +0.03± TC 40.05 DIFF +0.05± MATCH EX TC 39.78 FL 39.30 TC 39.77 BW 39.77 DIFF -0.09±
1.9%
1.5%
2.0%
1.5% 1.2%
1.5%
1.2%
1.2%
3.0%
3.1%
6.4%
7.5%
1.5%
2.6%
1.9%
1.5%
1.5%
1.2% TC 41.08 GB 40.58 DIFF -0.38± MATCH EX BW 40.69 MATCH EX TC 40.81 FL 40.45 MATCH EX TC 40.90 FL 40.53 TC 40.46 FL 40.46 DIFF 0.00± TC 40.52 FL 40.52 DIFF 0.00± TC 41.01 GB 40.51 DIFF -0.38± TC 40.62 BW 40.62 DIFF -0.16± TC 41,14 BW 40.64 DIFF -0.32± TC 41.08 BW 40.58 DIFF -0.31± TC 40.69 BW 40.69 DIFF -0.07± MATCH EX BW 40.69 TC 41.11 BW 41.11 DIFF +0.02±MATCH EX BW 41.17 TC 41.04 BW 41.04 DIFF 0.00± MATCH EX BW 41.12
1.4%
1.5%
1.3%
1.3%
1.3%
1.3%
1.3%
1.5%
1.5%
1.5%
1.5%
6.2%
6.4%
1.3% 1.5%
1.5% MAPBB MJA DETAILS C3.19
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 73 of 83
STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 06/04/2025 4 WOODLAND AVENUE & ASTER ROAD E RAMP PLAN VIEW SCALE 1:5 ---- 5 WOODLAND AVENUE & ASTER ROAD S RAMP PLAN VIEW SCALE 1:5 1 WOODLAND AVENUE & BAYTREE ROAD N RAMP PLAN VIEW SCALE 1:5 2 WOODLAND AVENUE & BAYTREE ROAD W RAMP PLAN VIEW SCALE 1:5 3 WOODLAND AVENUE & BAYTREE ROAD E RAMP PLAN VIEW SCALE 1:5 PROTECT IN PLACE TREE PROTECT IN PLACE TREE PROTECT IN PLACE DECORATIVE SIDEWALK PROTECT IN PLACE TREE PROTECT IN PLACE TREE PROTECT IN PLACE TREE PROTECT IN PLACE STREET SIGN PROTECT IN PLACE JOINT POLE PROTECT IN PLACE FENCE PROTECT IN PLACE FENCE PROTECT IN PLACE TREE PROTECT IN PLACE TREE PROTECT IN PLACE FIRE HYDRANT PROTECT IN PLACE WATER VALVE PROTECT IN PLACE EX LANDSCAPE PROTECT IN PLACE EX LANDSCAPE PROTECT IN PLACE EX LANDSCAPE PROTECT IN PLACE EX LANDSCAPE ADJUST TO GRADE YIELD SIGN WOODLAND AVENUE
BAYTREE ROAD
BAYTREE ROAD WOODLAND AVENUE WOODLAND AVENUE
BAYTREE ROAD
ASTER ROAD WOODLAND AVENUE WOODLAND AVENUE BEGIN STANDARD CURB. SEE DETAIL END STANDARD CURB. SEE DETAIL BEGIN STANDARD CURB. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL BEGIN STANDARD CURB & GUTTER. SEE DETAIL END STANDARD CURB & GUTTER. SEE DETAIL CURB RAMP GENERAL NOTES: 1. FOR ALL RAMP IMPROVEMENTS, SEE CALTRANS STD PLAN A88A A88B 2. FOR STANDARD CURB & GUTTER. SEE DETAIL 3. SAW CUT WIDTH VARIES (1' MIN). SEE DETAIL 4. FOR SIDEWALK DETAIL, SEE 5. FOR AC CONFORM AT CURB RAMPS, SEE DETAIL 6. FOR VALLEY GUTTER DETAIL, SEE C3.21 2 C3.20 No. 8 CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM CONC SIDEWALK CONFORM C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 C3.20 No. 6 END STANDARD CURB. SEE DETAIL C3.20 No. 6 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 1 3 1 MA N NY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C3.20 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\C4.0 CIVIL REF DETAILS.DWG 74 of 83 PLOTTED BY: DARREN CHOY 6/4/2025 12:06 PMDETAILS CIVIL DETAILS COMPACT EX BASE OR SUBGRADE TO 95% RC SAWCUT/ GRIND SEE TYPICAL SECTIONS 4" AC : TYPE A 1 2" MAX IN 2" LIFTS SAWCUT/ GRIND NOTE: · AC BASE REPAIR - LOCATIONS TO BE DETERMINED AFTER PAVEMENT GRINDING. 4" WIDTH VARIES - SEE PLANS SEE TYPICAL SECTIONS CASE 2 - @ PAVEMENT REPAIR SITE AC CONFORM (DIMENSIONS TO BE VERIFIED IN FIELD) EX AC EX AC FDAC PATCH PAVE (6" MIN DEPTH) CURB & GUTTER 5% MAX (UNLESS OTHERWISE NOTED) CURB & GUTTER AC CONFORM (DIMENSIONS TO BE VERIFIED IN FIELD) MIN GRIND (SEE TYPICAL SECTIONS) MIN GRIND (SEE TYPICAL SECTIONS) CASE 1 - CONFORM WHEN IMPROVEMENT IS ABOVE EXISTING CASE 2 - CONFORM WHEN IMPROVEMENT IS BELOW EXISTING GRIND DEPTH VARIES (4" AC MIN) - SEE PLANS AC OVERLAY DEPTH VARIES (MIN DEPTH - SEE TYPICAL SECTIONS) FDAC PATCH PAVE (6" MIN DEPTH) 1' 1' 5% MAX (UNLESS OTHERWISE NOTED) THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA NNY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C3.21 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\C4.0 CIVIL REF DETAILS.DWG 75 of 83 PLOTTED BY: DARREN CHOY 6/4/2025 12:06 PMDETAILS 1 4" ASPHALT CONCRETE BASE REPAIR PLAN VIEW NTS
2 AC CONFORM PLAN VIEW NTS CIVIL DETAILS
0.5' AC PLUG (0.5') APPROXIMATE AREA 0.5' OF SOFT MATERIAL PROPOSED AC SECTION 0.5' EXCAVATE BELOW SOFT MATERIAL. CONFIRM IN FIELD CLASS 2 AB AT 95% RC EX AC SURFACE EX GRIND DOWN AC SURFACE INSTALL TENSAR INTERAX NX750 GEOGRID (OR APPROVED EQUAL) 1'± 12" 12" A-A- B- GRADE TO ALLOW EX VALLEY GUTTER TO FLOW INTO INLET 14" B- 24" 24" GALVANIZED STEEL CAST IN FRAME 6" 1" CONNECT TO GUTTER DRAIN. SEE DETAIL 33 C3.16 1" 12" 14" GALVANIZED STEEL GRATE AND COVER GRATE AND COVER SIDE VIEW SECTION A-A SCALE: NTS SECTION B-B SCALE: NTS COMPACT EX BASE OR SUBGRADE TO 95% RC EX AC SURFACE NEW DESIGN GRADE (DEPTH OF CUT VARIES) AC DEEP LIFT (DEPTH - SEE PLANS) REMOVE AC (INCLUDES AB & SOIL AS NECESSARY), DEPTH VARIES BY SITE. SEE DESIGN GRADES ON DETAIL PLANS REMOVE AC (INCLUDES AB & SUBSOIL AS NECESSARY) TO INSTALL AC DEEP LIFT (SEE IMPROVEMENT & DETAIL PLANS) DEPTH VARIES. SEE DETAIL PLANSCASE 1 - WHEN DESIGN GRADE IS BELOW EXISTING EX AC SURFACE DEPTH VARIES. SEE DETAIL PLANS COMPACT EX BASE OR SUBGRADE TO 95% RC NEW DESIGN GRADE (DEPTH OF FILL VARIES) AC DEEP LIFT (DEPTH - SEE PLANS) CASE 2 - WHEN DESIGN GRADE IS ABOVE EXISTING LEGEND 2.5" HMA TYPE A 12" MAX EX AC EX AB EX AC SURFACE EX SUBGRADE * 3.5" AC GRIND PRIOR TO INLAY EX CURB & GUTTER EX SIDEWALK PROTECT IN PLACE EXPOSED EX CONC GUTTER. DO NOT OVERLAY WITH NEW AC. NEW AC TO BE PAVED FLUSHED TO TOP EDGE OF GUTTER. PAVING MAT CONFIRM IN FIELD EXACT LOCATIONS 1.0" HMA TYPE A 12" MAX THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 1 3 1 MA N NY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 MA PBB MJA 06/04/2025 C3.22 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\C4.0 CIVIL REF DETAILS.DWG 76 of 83 PLOTTED BY: DARREN CHOY 6/4/2025 12:06 PM 1 SUBGRADE STABILIZATION PLAN VIEW NTS 2 DROP INLET BEHIND CURB RAMP AT 100 LAUREL STREET PLAN VIEW NTS 3 AC DEEP LIFT PLAN VIEW NTS DETAILS CIVIL DETAILS 4 EXPOSED EX CONC GUTTER PLAN VIEW NTS SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
8" CI
8" CI
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
18" RCP
18" RCP
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
6" PVC
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G
G
G
G
G
G
G
G
G
G
G
24" RCP
W
W
W
W
W
W
W
W
W
W
W
W
6" PVC
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W REMOVE WOODEN MULCH AND REPLACE WITH 6" ROCK MULCH. GRADE TO FLOW INTO DRAIN INLET SIDE OPENINGS. PIP EX CURB RAMP PIP EX BIORETENTION GRIND CONC VERTICAL CURB ABOUT 1.5'± LENGTH TO WIDEN OPENING INTO BIORETENTION. CONFIRM IN FIELD WITH ENGINEER. BEGIN INSTALL CONC VERTICAL CURB WITH 1' TAPER REMOVE EXISTING 1.5'X1.5' DRAIN INLET AND INSTALL NEW 3'X4' DRAIN INLET WITH SIDE OPENINGS ON 3 SIDES. TOP OF NEW DRAIN INLET TO BE GRATED. SEE DETAIL END INSTALL CONC VERTICAL CURB TIE-IN TO EX VERTICAL CURB. SEE DETAIL -3 REMOVE EX CONC VERTICAL CURB TAPER AND REPLACE WITH STANDARD CONC VERTICAL CURB TAPER NEW VERTICAL CURB LIMIT ADJUST TO GRADE CLEANOUT 2" ABOVE GRADE END INSTALL CONC VERTICAL CURB TIE-IN TO EX VERTICAL CURB. SEE DETAIL BEGIN INSTALL CONC VERTICAL CURB WITH 1' TAPER REMOVE EX CONC VERTICAL CURB TAPER AND REPLACE WITH STANDARD CONC VERTICAL CURB -2 EX TC 188.34 EX FG 187.84 TG 187.59 SIDE OPENING FL 186.76 FG 186.59 DIFF BETWEEN EX GRATE & FG -0.86± EX INV 183.58 (6" SOLID IN NE) EX INV 184.16 (6" PERF IN NW) EX INV 183.12 (6" PERF IN SW) EX INV 182.10 (12" OUT SE) EX FL187.60 EX FL188.20 EX FL188.33 EX FL188.46 -3 MA PBB MJA 06/04/2025 C4.0
K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\REPAIR\58 INTERSECTION DETAILS.DWG 77 of 83 PLOTTED BY: DARREN CHOY 6/4/2025 11:39 AM THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE
OF CA L I FORN I A
C I V I L NO . 8 7 1 3 1
MA N NY J OS E P H
A B UCA Y
REG I STERED
PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:
NO. DESCRIPTION BY DATE
2025 PAVEMENT REPAIR
PROJECT
PROJECT NO. C9416
CITY OF SAN CARLOS
PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL JUNE 4, 2025 06/04/25 INTERSECTION DETAILS ROCKRIDGE RD AT MELENDY DR 1 ROCKRIDGE ROAD & MELENDY DRIVE STORM IMPROVEMENTS PLAN VIEW SCALE 1:5 MELENDY DRIVE ROCKRIDGE ROAD CONC VERTICAL CURB SCALE: NTS
3 3'X4' DRAIN INLET WITH 3 SIDE OPENINGS SCALE: NTS
2 5' 4'
C4.1 78 of 83
C4.2 79 of 83
C4.3 80 of 83
C4.4 81 of 83
C4.5 82 of 83
C4.6 83 of 83
.CITY COUNCIL
STAFF REPORT
MEETING DATE: June 23, 2025
ITEM TITLE: Adopt a Resolution Accepting the Midblock Crossing Project at 1650 Industrial Road C1807 and Authorizing the Public Works Director to Issue and Record a Notice of Completion.
RECOMMENDATION:
Staff recommend that the City Council adopt a Resolution accepting the Midblock Crossing Project at 1650 Industrial Road C1807 (“Project”) and authorizing the Public Works Director to issue and record a Notice of Completion.
FISCAL IMPLICATIONS:
There are no fiscal implications or additional appropriations needed at this time.
The Project is funded from C1807, which had an available budget of approximately $810,000 at the end of fiscal year 2023-24. The Project utilizes the funds for the construction of a midblock crossing on Industrial Road.
In March 2024, the City Council awarded the contract to Tercons Inc. (“Contractor”) by Resolution 2024-018 in the amount of $197,950 and authorized the expenditure of contingency in the amount of $39,590 for a total of $237,540. On April 14, 2025, the City Council approved an additional appropriation of $51,000 from the General Capital Fund Unassigned Balance to increase the construction budget to $288,540 to address unanticipated utility conflicts requiring a redesign of one of the mast arm poles foundations.
The final Project cost was $281,090.95.
BACKGROUND:
In recent years, staff received requests to improve pedestrian safety, particularly at the public right-of-way near 24-Hour Fitness at 1650 Industrial Road. The City’s consultant evaluated the need for intersection crossing enhancements, such as high intensity activated crosswalk (“HAWK”) or rectangular rapid flashing beacons (RRFBs). The analyses observed vehicular speeds, vehicle and pedestrian counts, collision histories, sight distance evaluation, and a crosswalk warrant analysis. The consultant recommended installing traffic signage and a midblock crossing along Industrial Road.
8.l
June 23, 2025 Packet Pg. 546
The Project scope of work included RRFBs and new Americans with Disabilities Act (ADA) compliant curb ramps, as well as reconstructing sidewalk, curb and gutter segments, relocating existing signage, removing and installing new striping and pavement markings, and minor landscape modifications. The purpose of the Project is to improve the path of travel for all modes of transportation including vehicles, bicycles, and pedestrians.
ANALYSIS:
Construction of the Project began in September 2024. This timeline was influenced by long lead times to receive electrical materials, weather delays, utility conflicts, and the need to redesign for one arm pole's foundation. The Project was completed on April 25, 2025 and staff recommend accepting the Project and authorizing the Public Works Director to issue and record a Notice of Completion.
ALTERNATIVES:
The alternatives available to the City Council include:
1. Adopt a Resolution accepting the Midblock Crossing Project at 1650 Industrial Road C1807 and authorizing the Public Works Director to issue and record a Notice of Completion; or
2. Do not adopt the Resolution; or
3. Provide staff with alternative direction.
Respectfully submitted by:
Steven Machida, Public Works Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):
1. Resolution
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RESOLUTION NO. 2025 – ____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS ACCEPTING THE MIDBLOCK CROSSING PROJECT AT 1650 INDUSTRIAL ROAD C1807;
AND AUTHORIZING THE PUBLIC WORKS DIRECTOR TO ISSUE AND RECORD A NOTICE OF COMPLETION.
WHEREAS, in recent years, staff received requests to improve pedestrian safety, particularly at the public right of way near 24-Hour Fitness at 1650 Industrial Road; and WHEREAS, the City’s consultant evaluated the need for intersection crossing enhancements and recommended installing traffic signage and a midblock crossing with rectangular rapid flashing beacons (RRFBs) along Industrial Road; and WHEREAS, on March 11, 2024, City Council awarded the Midblock Crossing Project at 1650 Industrial Road C1807 (“Project”) in the amount of $197,950 and authorized the expenditure of contingency in the amount of $39,590 for a total of $237,540; and WHEREAS, on April 14, 2025, the City Council appropriated $51,000 from the General Capital Fund Unassigned Balance to increase the construction budget to $288,540; and WHEREAS, the Project scope of work included RRFBs and new Americans with Disabilities Act (ADA) compliant curb ramps, as well as reconstructing sidewalk, curb and gutter segments, relocating existing signage, removing and installing new striping and pavement markings, and minor landscape modifications; and
WHEREAS, in September 2024, construction of the Project began with the timeline being influenced by long lead times to receive electrical materials, experiencing weather delays, utility conflicts and the need to redesign one of the mast arm pole’s foundations; and WHEREAS, construction of the Project was completed on April 25, 2025, at a total construction cost of $281,090.95.
NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby accepts the Midblock Crossing Project at 1650 Industrial Road and authorizes the Public Works Director to issue and record a notice of completion.
* * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 23rd day of June 2025, by the following vote:
AYES, COUNCILMEMBERS:
NOES, COUNCILMEMBERS:
ABSENT, COUNCILMEMBERS:
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________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
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CITY COUNCIL
STAFF REPORT
MEETING DATE: June 23, 2025
ITEM TITLE: Adopt a Resolution Authorizing Adjustments to the City of San Carlos Cost of Services Schedule (“User Fees”) for Fiscal Year 2025-26 Updating Field Maintenance Per Player Use Fees.
RECOMMENDATION:
Staff recommend that the City Council adopt a Resolution authorizing adjustments to the City of San Carlos Cost of Services Schedule (“User Fees”) for fiscal year (FY) 2025-26 updating field maintenance per player use fees.
FISCAL IMPLICATIONS:
If adopted, this will result in estimated revenue of $90,000 for FY 2025-26 to cover eighty percent of the maintenance contract for School District-owned fields managed by the City’s Public Works Department, as outlined in the Joint Use Agreement.
BACKGROUND:
On May 27, 2025, the City Council adopted Resolution 2025-045 approving the Joint Use Agreement between the City of San Carlos (“City”) and the San Carlos School District (“District”) effective July 1, 2025. The agreement codifies the longstanding formal and informal partnerships between both the City and District over the years. The agreement addresses shared facility use, management and scheduling of field maintenance and use, and the crossing guard program.
As per the Municipal Code Chapter 3.32.010, the City Council shall establish by resolution the fees to be charged to the public. Historically, the District and community sports organizations entered into an agreement for field use and cost sharing for maintenance services.
As stated in the Adopted Fee Schedule, fees imposed for recreational programs offered by the City shall be set at the discretion of the Parks and Recreation Director, not to exceed the cost of the individual programs. Before any fees can be charged to user groups, the fees need to be established and approved by the City Council.
ANALYSIS:
In prior years, the District charged community sports organizations field use fees to cover eighty percent of the total contracted field maintenance costs for district-owned fields at Central, Tierra Linda, and Heather Schools. To streamline the process for community sports organizations, mostly led by community volunteers, the City will now administer these fees to cover this portion of maintenance costs.
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The contracted maintenance cost for District owned sports fields for FY 2025-26 is $111,543.24.
The District will reimburse the City twenty percent (20%) of the maintenance costs, or $22,308.60 for FY 2025-26. Additionally, the District will reimburse the City $900 per month for the cost of materials. The remaining balance of $89,234.64 for annual maintenance will be charged to community sports organizations through the User Fees, based on a per player formula of the prior year’s registration numbers. The fees will be effective July 1, 2025 as they are not development fees and therefore not subject to the 60-day noticing requirement.
ALTERNATIVES:
The alternatives available to the City Council include:
1. Adopt a Resolution authorizing adjustments to the City of San Carlos Cost of Services Schedule (“User Fees”) for FY 2025-26 updating field maintenance per player use fees; or
2. Do not adopt the Resolution; or
3. Provide staff with alternative direction.
Respectfully submitted by:
Amy Newby, Parks & Recreation Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):
1. Resolution
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RESOLUTION NO. 2025 – ____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS
AUTHORIZING ADJUSTMENTS TO THE CITY OF SAN CARLOS COST OF SERVICES SCHEDULE (“USER FEES”) FOR FISCAL YEAR 2025-26 UPDATING FIELD MAINTENANCE PER PLAYER USE FEES.
WHEREAS, on May 27, 2025, the City Council adopted Resolution 2025-045 approving the Joint Use Agreement between the City of San Carlos (“City”) and the San Carlos School District (“District”) effective July 1, 2025; and
WHEREAS, the agreement codifies the longstanding formal and informal partnerships between both the City and District over the years and addresses shared facility use, management and scheduling of field maintenance and use, and the crossing guard program; and WHEREAS, per the Municipal Code Chapter 3.32.010, the City Council shall establish by resolution the fees to be charged to the public; and
WHEREAS, as stated in the Adopted Fee Schedule for Fiscal Year (FY) 2025-26, fees imposed for recreational programs offered by the City shall be set at the discretion of the Parks and Recreation Director; and
WHEREAS, historically the District charged community sports organizations field use fees to cover eighty percent of the total contracted field maintenance costs for district-owned fields at Central, Tierra Linda, and Heather Schools; and
WHEREAS, to streamline the process for community sports organizations the City will now administer these fees to cover eighty percent of maintenance costs as outlined in the Joint Use Agreement; and
WHEREAS, the contracted maintenance cost for District owned sports fields for FY 2025- 26 is $111,543.24 and the District will reimburse the City twenty percent, or $22,308.60, for FY 2025-26; and
WHEREAS, the remaining balance of $89,234.64 for FY 2025-26 maintenance costs will be charged to community sports organizations through the updated User Fees, based on a per player formula of the prior year’s registration numbers; and WHEREAS, the fees will be effective July 1, 2025 as they are not development fees and therefore not subject to the 60-day noticing requirement.
NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby authorizes adjustments to the City of San Carlos Cost of Services Schedule (User Fees) for FY 2025-26 updating field maintenance per player use fees.
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* * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 23rd day of June 2025, by the following vote:
________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
AYES, COUNCILMEMBERS:
NOES, COUNCILMEMBERS:
ABSENT, COUNCILMEMBERS:
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CITY COUNCIL
STAFF REPORT
MEETING DATE: June 23, 2025
ITEM TITLE: Adopt a Resolution Awarding the 2025 Sewer Rehabilitation Project C9617; Authorizing the City Manager to Execute a Public Projects Agreement with C2R Engineering, Inc. of Los Altos, CA in the Amount of $3,058,576.40; Authorizing the Expenditure of a 25% Contingency in the Amount of $764,644 for a Total Not-to-Exceed Contract Amount of $3,823,220.40; and Carrying Forward Any Remaining
Unencumbered Project Funds from the Fiscal Year (FY) 2024-25 Project Budget into the FY 2025-26 Project Budget.
RECOMMENDATION:
Staff recommend that the City Council adopt a resolution awarding the 2025 Sewer Rehabilitation Project C9617 (“Project”); authorizing the City Manager to execute a Public Projects Agreement with C2R Engineering, Inc. of Los Altos, CA, in the amount of $3,058,576.40; authorizing the expenditure of a 25% contingency in the amount of $764,644 for a total not-to -exceed contract amount of $3,823,220.40; and carrying forward any remaining unencumbered project funds from the fiscal year 2024-25 Project budget into the fiscal year 2025-26 Project budget.
FISCAL IMPLICATIONS:
There are no fiscal impacts and no additional funding is needed at this time.
Funding for the Project comes from C9617, which has an available budget of $3,846,454.74 for the remainder of fiscal year (FY) 2024-25. There is sufficient budget to award the Project for the bid amount of $3,058,576.40, plus a 25% contingency in the amount of $764,644.00, for a total of $3,823,220.40.
Staff recommend rolling forward any remaining unencumbered funds in the amount of $23,234.34 from the FY 2024-25 project budget into the FY 2025-26 Project budget to perform additional sewer system work beyond the original scope.
BACKGROUND:
In January 2013, the City completed the Sewer Collection System Master Plan (“Master Plan”) which identified and prioritized sanitary sewer pipelines for replacement and upsizing. In accordance with the Master Plan, staff created two programs: Sewer System Capacity Assurance Program and Sewer System Rehabilitation Program.
Projects associated with the Sewer System Capacity Assurance Report were completed in 2017.
Therefore, staff now focus on projects to rehabilitate or replace all Grade 4 and Grade 5 sewer
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defects in the sewer system. Grade 5 defects are considered the most serious defects encountered in sewer mains.
The Sewer System Rehabilitation Program is needed to address all the structurally deficient pipelines identified by the Master Plan. With a limited budget, approximately four to seven percent of the City’s defective pipes will be addressed each fiscal year, depending on the approved budget for that particular fiscal year.
The City’s sewer system is divided into 17 basins as depicted in the Sewer Master Plan. Staff created a systematic approach that will rehabilitate or replace all Grades 4 and 5 defects, basin by basin. The goal is to follow a program that will methodically and continuously monitor and improve the entire sewer system.
This Project will replace approximately 3,435 linear feet of sewer mains ranging in diameter between six and twelve inches, rehabilitate approximately 1,326 linear feet of sewer mains, replace 77 lower laterals, replace 40 manholes, and rehabilitate approximately 87 manholes at various locations throughout the city.
The City Engineer signed the final bid set construction documents on April 21, 2025, and the City Council approved the construction documents at its meeting on April 28, 2025.
ANALYSIS:
On April 29, 2025, the City advertised for bids for construction of the Project and bids were opened on May 20, 2025. The Engineer’s Estimate and the five bids received are listed below:
Contractor Bid Amount
Engineer’s Estimate $3,300,000 - $4,900,000
C2R Engineering, Inc. $3,058,576.40
Westlands Contractors Inc. $3,875,584.00
K. J. Woods Construction, Inc. $4,788,000.00
The lowest responsible and responsive bidder for the Project was submitted by C2R Engineering, Inc. in the amount of $3,058,576.40.
Following bid evaluations, staff recommend awarding the contract to the lowest responsible and responsive bidder identified above and authorizing the expenditure of contingency funds.
ALTERNATIVES:
The alternatives available to the City Council include:
1. Adopt a resolution awarding the 2025 Sewer Rehabilitation Project C9617; authorizing the City Manager to execute a Public Projects Agreement with C2R Engineering, Inc. of Los Altos, CA, in the amount of $3,058,576.40; authorizing the expenditure of a 25% contingency in the amount of $764,644.00 for a total not-to-exceed contract amount of $3,823,220.40; and carrying forward any remaining unencumbered project funds from FY 2024-25 Project budget into the FY 2025-26 Project budget; or
2. Do not adopt the Resolution; or
3. Provide staff with alternative direction.
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Respectfully submitted by:
Steven Machida, Public Works Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):
1. Resolution
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RESOLUTION NO. 2025 – ____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS AWARDING THE 2025 SEWER REHABILITATION PROJECT C9617; AUTHORIZING THE
CITY MANAGER TO EXECUTE A PUBLIC PROJECTS AGREEMENT WITH C2R ENGINEERING, INC. OF LOS ALTOS, CA, IN THE AMOUNT OF $3,058,576.40; AUTHORIZING THE EXPENDITURE Of A 25% CONTINGENCY IN THE AMOUNT OF $764,644 FOR A TOTAL NOT-TO-EXCEED CONTRACT AMOUNT OF $3,823,220.40; AND
CARRYING FORWARD ANY REMAINING UNENCUMBERED PROJECT FUNDS FROM THE FISCAL YEAR (FY) 2024-25 PROJECT BUDGET INTO THE
FY 2025-26 PROJECT BUDGET.
WHEREAS, in January 2013, the City completed the Sewer Collection System Master Plan (“Master Plan”) that identified and prioritized sanitary sewer pipelines for replacement and upsizing; and
WHEREAS, in accordance with the Master Plan, staff created two programs: Sewer System Capacity Assurance Program and Sewer System Rehabilitation Program; and WHEREAS, projects associated with the Sewer System Capacity Assurance Program were completed in 2017; and
WHEREAS, staff now focus on projects to rehabilitate or replace all Grade 4 and Grade 5 sewer defects in the sewer system; and
WHEREAS, the Sewer System Rehabilitation Program is needed to address all the structurally deficient pipelines identified by the Master Plan; and WHEREAS, the goal is to follow a program that will methodically and continuously monitor and improve the entire sewer system; and
WHEREAS, the 2025 Annual Sewer Rehabilitation Project C9617 (“Project”) will replace approximately 3,435 linear feet of sewer mains ranging in diameter between 6 and 12 inches, rehabilitate approximately 1,326 linear feet of sewer mains, replace 77 lower laterals, replace 40 manholes, and rehabilitate approximately 87 manholes at various locations throughout the city; and
WHEREAS, staff recommends carrying forward any remaining unencumbered project funds from the FY 2024-25 Project budget into the FY 2025-26 Project budget to perform additional sewer system work beyond the original scope; and
WHEREAS, the City Engineer signed the final bid set construction documents on April 21, 2025; and
WHEREAS, on April 29, 2025, the City advertised bids for construction of the Project and bids were opened on May 20, 2025; and
WHEREAS, the lowest responsible and responsive bid for the Project was submitted by C2R Engineering, Inc. in the amount of $3,058,576.40; and
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WHEREAS, following bid evaluations, staff recommend awarding the contract to the lowest responsible and responsive bidder identified above and authorizing the expenditure of contingency funds.
NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby awards the 2025 Sewer Rehabilitation Project C9617; authorizing the City Manager to execute a Public Projects Agreement with C2R Engineering, Inc. of Los Altos, CA, in the amount of $3,058,576.40; authorizing the expenditure of a 25% contingency in the amount of $764,644 for a total not-toexceed contract amount of $3,823,220.40; and carrying forward any remaining unencumbered project funds from the FY 2024-25 Project budget into the FY 2025-26 Project budget. * * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 23rd day of June 2025, by the following vote:
________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
AYES, COUNCILMEMBERS:
NOES, COUNCILMEMBERS:
ABSENT, COUNCILMEMBERS:
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CITY COUNCIL
STAFF REPORT
MEETING DATE: June 23, 2025
ITEM TITLE: Deny Claim of Susana Vallebueno Aimar, Carlos Fernando Vallebueno Garcinava, and Christine Gabrielle Aimar Ghionzoli.
RECOMMENDATION:
Staff recommend that the City Council deny the claim of Susana Vallebueno Aimar, Carlos Fernando Vallebueno Garcinava, and Christine Gabrielle Aimar Ghionzoli as recommended by the City’s claim administrators at Carl Warren.
FISCAL IMPLICATIONS:
None for this action.
BACKGROUND:
This item is coming before the Council to act on the claim submitted by Susana Vallebueno Aimar, Carlos Fernando Vallebueno Garcinava, and Christine Gabrielle Aimar Ghionzoli (“Claimants”).
Staff recommend that the City Council deny the claim based on Carl Warren’s guidance.
The Tort Claims Act. California Government Code Sections 900, seq., mandates that all claims for money or damages against a public entity must be presented in writing to the public entity prior to filing suit. Generally, claims concerning personal injury, wrongful death, damage to personal property, or damage to crops must be presented to the public within six (6) months of the accrual of the claim. All other claims, principally claims on contracts and damage to real property, are subject to a one-year statute of limitations for presentation of the tort claim. Once a tort claim is received by the public entity, the entity has forty-five (45) days to act on the claim. A claim can be settled or rejected. If no action is taken within 45 days, the claim is deemed rejected by operation of law on the last day.
Claims Processing in San Carlos. When the City receives a claim, it is immediately forwarded to claims examiners at Carl Warren for investigation. Upon completing the investigation, Carl Warren provides the City with a recommendation on how to proceed with the claim.
About Carl Warren. Carl Warren is a leading national third-party administrator (TPA) that specializes in property and casualty claims management, subrogation recovery, and litigation management. Effective January 1, 2025, Carl Warren was hired by Pooled Liability Assurance Network Joint Powers Authority (“PLAN JPA”) to provide claims administration services to the member cities. The City Council approved the City’s participation in the PLAN JPA (previously known as the Association of Bay Area Government Pooled Liability Assurance Network or “ABAG PLAN”) on November 27, 2017, and designated the Administrative Services Director and Senior Management Analyst as primary and alternate PLAN JPA Board members.
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ANALYSIS:
The Claimants filed a claim against the City for personal injury and death of their daughter and sister, Andrea Vallebueno. On November 16, 2024, Andrea Vallebueno was riding her bike on the Holly Street overpass at U.S. Highway 101. According to an independent investigation of the incident, a vehicle was merging from the cloverleaf towards the left turn lane and did not see the cyclist in his blind spot. The driver allegedly struck Andrea Vallebueno while she was on a bike.
As a result of the collision, Andrea Vallebueno was thrown from her bike sustaining fatal injuries.
This does not appear to be a case of liability against the City. The incident occurred when the driver struck the cyclist. This is a result of the driver’s action, and the City was not responsible for the incident. In addition, the overpass where the incident occurred is under the jurisdiction of the California Department of Transportation (“Caltrans”), not the City of San Carlos. For these reasons, Carl Warren recommends formal rejection of Susana Vallebueno Aimar, Carlos Fernando Vallebueno Garcinava, and Christine Gabrielle Aimar Ghionzoli’s claim.
The Council’s rejection of this claim does not prevent City staff or the staff of Carl Warren from continuing to work with the Claimants to resolve the dispute.
ALTERNATIVES:
The alternatives available to the City Council include:
1. Deny the claim of Susana Vallebueno Aimar, Carlos Fernando Vallebueno Garcinava, and Christine Gabrielle Aimar Ghionzoli; or
2. Do not deny the claim; or
3. Provide staff with alternative direction.
Respectfully submitted by:
Rebecca Mendenhall, Administrative Services Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):
1. Redacted Claim for Susana Vallebueno Aimar, Carlos Fernando Vallebueno Garcinava, and Christine Gabrielle Aimar Ghionzoli.
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The police report has been removed as it is
classified as a controlled document.
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CITY COUNCIL
STAFF REPORT
MEETING DATE: June 23, 2025
ITEM TITLE: Adopt a Resolution Approving the Additional Use of the Library Excess Funds in Fiscal Year 2024-25, in Accordance with the Library Joint Powers Authority Agreement.
RECOMMENDATION:
Staff recommend that the City Council adopt a Resolution approving the additional use of library excess funds, in accordance with the San Mateo County Library Joint Powers Authority (JPA) Agreement, for the Library Roof Upgrade Project C2419 (Project).
FISCAL IMPLICATIONS:
With the approval of the Resolution, the prior appropriation of $119,380 from the General Capital Fund (Fund 25) would be replaced by the same amount from the Library Trust Fund.
BACKGROUND:
Per the JPA Agreement, the Library Trust Fund balance can be used for library related activities within that member city including, but not limited to, facility maintenance, facility remodeling or expansion, increased service hours, or increased material and equipment purchases, as mutually agreed by the Library JPA and the governing board of that member city.
On May 12, 2025, the City Council increased the budget for the Library Roof Upgrade Project (C2419) to a total of $369,380. This was achieved by appropriating an additional $119,380 from Fund 25 to supplement the previously allocated $250,000 from the Library Trust Fund. The project was awarded to Diablo Roofing, Inc. for $335,800, plus a 10% contingency of $33,580, matching the total project budget.
ANALYSIS:
On June 2, 2025, the Library presented an opportunity for the City to utilize additional Library Trust Fund monies. Staff now recommend that the City Council apply for an extra $119,380 from this trust fund. This would replace the Fund 25 appropriation approved on May 12, 2025, and fully cover the project's costs. Due to the limited time available to respond to the Library’s offer, the Library JPA Operating and Governing Boards approved this request at their most recent meetings, contingent upon Council’s approval.
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ALTERNATIVES:
The alternatives available to the City Council include:
1. Adopt a Resolution approving the additional use of the Library Excess Funds in accordance with the San Mateo County Library Joint Powers Authority Agreement; or
2. Do not adopt the Resolution; or
3. Provide staff with alternative direction.
Respectfully submitted by:
Steven Machida, Public Works Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):
1. Resolution
2. Fiscal Year 23-24 San Carlos Trust Fund Summary
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RESOLUTION NO. 2025 – ____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS
APPROVING THE ADDITIONAL USE OF THE LIBRARY EXCESS FUNDS IN FISCAL YEAR 2024-25, IN ACCORDANCE WITH THE LIBRARY JOINT POWERS AUTHORITY AGREEMENT.
WHEREAS, the Library Trust Fund was created to account for the funds in excess of the amount required to operate library related activities; and WHEREAS, the excess funds are to be used, but are not limited to, facility maintenance, facility remodeling or expansion, increased service hours, or increased material and equipment purchases, as mutually agreed by the Library Joint Powers Authority (JPA) and the City Council; and
WHEREAS, on May 12, 2025, the City Council increased the budget for the Library Roof Upgrade Project (C2419) to a total of $369,380; and WHEREAS, this was achieved by appropriating an additional $119,380 from the General Capital Fund (Fund 25) to supplement the previously allocated $250,000 from the Library Trust Fund; and
WHEREAS, the project was awarded to Diablo Roofing, Inc. for $335,800, plus a 10% contingency of $33,580, matching the total project budget; and WHEREAS, on June 2, 2025, the Library presented an opportunity for the City to utilize additional Library Trust Fund monies; and
WHEREAS, staff now recommends that the City Council apply for an extra $119,380 from this trust fund; and
WHEREAS, this would replace the Fund 25 appropriation approved on May 12, 2025, and fully cover the project's costs.
NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby approves the additional use of the Library Excess Funds in accordance with the Library Joint Powers Authority Agreement toward the Library Roof Upgrade Project C2419 in the amount of $119,380 for a total Project budget of $369,380.
*****
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 23rd day of June 2025, by the following vote:
AYES, COUNCILMEMBERS:
NOES, COUNCILMEMBERS:
ABSENT, COUNCILMEMBERS:
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________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
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xcess
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CITY COUNCIL
STAFF REPORT
MEETING DATE: June 23, 2025
ITEM TITLE: Receive a Presentation and Provide Input on the Downtown Specific Plan.
RECOMMENDATION:
Staff recommend that the City Council receive a presentation and provide input on the Downtown Specific Plan.
FISCAL IMPLICATIONS:
There are no fiscal impacts associated with providing input on the Downtown Specific Plan project. The downtown planning initiative has already been funded.
BACKGROUND:
The study area for the Downtown Specific Plan is comprised of approximately 67.5 acres. This study area runs along the El Camino Real and Laurel Street corridors and is framed by Holly Street at the north end and Greenwood Avenue on the south end, with El Camino Real to the east and Walnut Street to the west as shown in Figure 1 below.
Figure 1. Map of the Downtown Specific Plan Boundaries
Approximately four years ago in 2021, the City Council advanced the idea of creating a new plan for downtown San Carlos. It had been 12 years since a vision statement and accompanying policies for the downtown were established in the 2009 General Plan. In addition, the 2020
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pandemic gave rise to new expectations for downtown, including its management and operations.
Around the same time, other efforts were at play, including creation of a brand-new Bicycle and Pedestrian Master Plan (approved in 2020) and a new Climate Mitigation and Adaptation Plan (adopted in 2021). Together, with the temporary closure of the 700 block of Laurel Street to pedestrian-only access, new ideas and a robust discussion about Laurel Street began to emerge.
Thus, it became the ideal time to address the future of downtown Laurel Street and its surroundings. For these reasons, in 2021 the City Council established the following goal in its 2021 Strategic Plan:
“The City of San Carlos will work with residents, property owners, business owners, committees, commissions, the Chamber of Commerce, and all other interested members of the community to develop a plan to understand and ensure that the downtown meets the needs of the community and businesses now and into the future.”
Two different, but complementary documents are essential for fulfilling this City Council goal: a Specific Plan and a Streetscape Master Plan. Together, these two documents will govern future development and street improvements in the downtown over the next 20 years, The Specific Plan will establish goals, policies, standards for new development, and identify action items that will be undertaken throughout the life of the plan. The Streetscape Master Plan provides clear, delineated space allocations for all users within the street rights-of-way and provides clear instruction for how the streets would be beautified with new paving, lighting, public seating, public restrooms, new street trees and landscaping, and new public plaza and park designs.
Following an extensive, multi-pronged community engagement process, the San Carlos Downtown Streetscape Master Plan was adopted by the City Council on April 28, 2025. Now, City staff and the consultant team turn their focus to completing the Downtown Specific Plan.
This month (in June 2025), two study sessions will have been held to present the initial draft’s goals, policies, actions, and development standards that will apply to the downtown’s 67.5-acre plan area. The first study session with the Planning and Transportation Commission (PTC) was held on June 16, and the second study session will be held on June 23 with the City Council.
Following input received from these two study sessions, City staff plans to release a Public Draft Downtown Specific Plan in late July, with formal adoption hearings scheduled for the PTC and City Council on August 18 and September 22, 2025, respectively.
ANALYSIS:
The City of San Carlos’ policies and standards that currently govern the downtown area include:
1) The 2045 General Plan
2) The Zoning Ordinance
All policies and regulations applicable to downtown will be reflected in and/or moved to the Downtown Specific Plan, but modified to support a new vision and urban design framework for the downtown. There are no changes to land use designations, nor a change in zoning districts, with one exception that will be presented in this report and discussed during the study session.
Proposed modifications to development standards aim to support the look and feel of the downtown’s urban setting, which is established in the recently adopted Downtown Streetscape Master Plan.
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The Downtown Specific Plan incorporates overarching guiding principles that reflect the community’s aspirations in a vision for the downtown and brings all the tools of making a successful downtown considering social, economic, and experiential factors, and developing strategies that integrate them seamlessly.
These guiding principles are defined in Table 1 below.
Table 1. Guiding Principles
Placemaking and
Identity
Mobility and
Connectivity
Downtown Vibrancy Equity & Resilience
The Downtown Specific
Plan should strive to
create distinctive
character and identity
unique to San Carlos’
culture, history, and
context; defined by the
physical form and
experience of the
downtown.
Downtown should have
a balance of mobility
modes that emphasize
pedestrian, bicycle, and
public transit circulation
along with effective
parking management
strategies, to support a
socially vibrant
pedestrian-oriented
environment and to
minimize autodependence to access
downtown.
The downtown should
achieve a level of
vibrancy and vitality
that consistently
attracts users and
shoppers through
enhancement of local
businesses and diverse
programming, in a
setting that is
distinctive, safe, and
attractive.
The downtown should
strive to be an
equitable place offering
social, economic,
housing, and
recreational
opportunities at varying
levels of affordability for
all users along with
being resilient to
address evolving
climate adaption needs.
Land Use and Urban Design
The Land Use and Urban Design chapter maintains the current six General Plan land use designations for downtown; these are: (1) Mixed Use 90-120, (2) Mixed Use 75-100, (3) Mixed Use 38-50; (4) Mixed Use 30-40; (5) Neighborhood Retail/Mixed Use 75-120, and (6) Parks.
A total of seven zoning districts in the downtown implement the General Plan land uses. Three sites were developed as Planned-Developments (PDs). These seven zoning districts, which are also maintained, include:
1. MU-D-120 (120 units/acre)
2. MU-DC-100 (100 units/acre)
3. Park
4. MU-N-40 (40 units/acre)
5. MU-N-50 (50 units/acre)
6. MU-SB-100 (100 units/acre)
7. MU-SB-120 (120 units/acre)
Rezoning Recommendation
The Downtown Specific Plan proposes to rezone the SamTrans site (APN: 050-072-380) located at 1250 San Carlos Avenue. This site is approximately 1.1 acres and is currently zoned MU-DC100, which allows 100 units to the acre with a maximum height of 50 feet. The plan proposes to upzone this site to MU-DC-120, which would allow 120 units to the acre and a maximum building height of 75 feet. This rezone would allow more residential units and allow a similar building height and massing that is on the site today.
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Figure 2. SamTrans Site Proposed Zone Change from MU-D-100 to MU-DC-120 Land Use Changes
The plan also proposes several land use regulatory changes: Automobile/Vehicle Sales and Leasing is proposed to be discontinued/not allowed; while General Personal Services, which is restricted under current land use regulations, would be allowed. Car showrooms would conflict with the small-scale shopfront patterns that exist and are intended to be preserved. General personal services, such as barber shops, beauty salons, dry cleaning, and shoe repair shops are intended to serve everyday needs and provide a community service; with a growing population in the downtown, personal services become essential ingredients.
Development Standards
The Land Use and Urban Design chapter also provides development standards for each zone, including floor area ratio (FAR), density, height, setbacks, etc., which will be maintained except for the following modifications:
1. Adjust building stepback standards for San Carlos Avenue to require the 5th and 6th stories to be stepped back from the 1st, 2nd, 3rd, and 4th stories below on the north side of the street. No stepback is required on the south side of San Carlos Avenue to allow all 4 stories to align. This allows more flexibility in the building envelope, while serving to frame the street at a 1:2 ratio, which is recommended as a metric for good urban design.
Figure 3. Cross Section Showing Building Stepback on North Side of San Carlos.
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2. Increase height of ground floor uses (finished floor to finished ceiling height) from a minimum of 12 ft. to a minimum of 14 ft. and up to 16 ft. This recommendation is to create high quality commercial space in alignment with a high-quality public realm design.
Figure 4. Increase Ground Floor Height
3. Propose 4th story stepback along Laurel Street. This would allow the building to be stepped back at the uppermost (4th) story instead of at the 3rd story. This also allows more flexibility in the building envelope, while serving to frame the street at a 1:2 ratio, which is recommended as a metric for good urban design and creates a human-scaled environment with a comfortable sense of enclosure for pedestrians.
SAM TRANS
PARCEL
MAX
BUILDING
HEIGHT PER
MU-D-120
= 75’
BUILDING
HEIGHT PER
MU-DC-100
= 50’
San Carlos Avenue
(Looking towards Caltrain Station)
Adjust Building Stepback Standards for San Carlos Avenue
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Figure 5. Require Building Stepback at the 4th Story along Laurel Street
4. Allow awnings to align with 8ft/9ft outdoor dining areas. Currently awnings and overhangs cannot project more than 3 feet into the right of way. The recommendation is to allow awnings to extend into the right of way for 8 to 9 ft. to cover the full extent of the outdoor dining area, as set forth in the Downtown Streetscape Master Plan.
Figure 6. Cross Section Showing Expanded Awning Allowance Recommendation Outdoor Dining Regulations
Current standards regulating outdoor dining/retail are set forth in SCMC Sections 18.23.140 and 150. The Downtown Streetscape Master Plan sets in place more outdoor dining/retail area than is currently allowed under the Zoning Ordinance; the Streetscape Plan allows for 9 ft. from building Allow Awnings to Align with 8 -9 ft Outdoor Dining Areas Laurel Street
(600 Block Looking South)
Rolled Down Rolled Up
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face on the 700 block of Laurel Street and 8 ft. from building face on the 600 and 800 blocks of Laurel Street. The current parklets are temporary, not codified in the Zoning Ordinance, and are anticipated for removal when improvements to streets are made. Other than the expanded area for outdoor dining, staff are proposing to maintain the existing standards for outdoor dining which are outlined below for reference.
a. No Permanent Attachments. Roofs, awnings or umbrellas may be used in conjunction with an outdoor eating area, although permanent shelters over an outdoor eating area are prohibited. Awnings shall be adequately secured, retractable, and shall comply with the Building Code.
b. Barriers. The outdoor dining area may be delineated by an edge perpendicular to the sidewalk, but is not required, by the use of barriers such as planter boxes or wrought iron fencing.
c. Design. The design of all improvements and furniture shall be of a quality to sustain weather and wear and shall be of commercial grade materials. • Furniture shall be of durable materials such as wrought iron, wood, steel, or cast aluminum. Tables shall be a size suitable for seating of two to four patrons. Plastic chairs and table and vinyl or plastic tablecloths are not permitted. • Planter boxes shall be of quality materials such as finished wood, precast concrete, terra cotta, or other pottery.
• Umbrellas and awnings shall be solid color canvas. Sun screens shall be a durable fabric and retractable. No generic advertising or signage is permitted.
Objective Design Standards
Objective Design Standards that are underway for multi-family and mixed-use zoning districts are proposed to be applied to downtown, with some variation. The standards that will be followed include:
• Minimum Floor Area Ratio for Commercial Uses
• Transitional Standards for Mixed Use Districts Adjacent to Single-Family Residential Zoning Districts (for rear and side yards)
Recommended Parking Strategies
The Specific Plan is a long-term policy document that contemplates new growth and land use changes where a new paradigm of parking management strategies could be employed as essential tools in the future. Best practices, based on research and case studies, show that comprehensive parking management leads to reduced vehicle trips. Fewer vehicle trips would help the City achieve other goals, including the reduction of greenhouse gas emissions and reduced traffic congestion and lead to a more walkable and active downtown setting. The following strategies have been evaluated and proposed as part of the Downtown Parking Study, which is an essential study intended to inform the Downtown Specific Plan process. Many of these recommendations have been presented to the City Council as part of the Citywide Transportation Demand Management and Parking Reform project. Based on previous discussions with the City Council, staff do not expect priced parking to be an immediate tool, but rather a long-term policy strategy that could be considered in the future as parking conditions change. The following phased strategies are recommended for implementation in the Downtown. See Attachment 4 for the full report.
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Short-Term Strategies
Short-Term Strategy 1 – Suspend the Downtown Employee Parking Permit program.
Designate the second floor of the Wheeler Plaza Garage and the top floor of the SamTrans Garage as free ten-hour parking.
Short Term Strategy 2 – Modify the time-restricted hours for all on-street parking and highdemand public off-street parking to include the period between 6:00 p.m. and 8:00 p.m., as well as Sundays. Move the time-restricted hours for all Downtown public parking to begin at 8:00 a.m. instead of 7:00 a.m. if this is supported by future data collected.
Short-Term Strategy 3 – Install parking wayfinding signs to guide drivers to new free tenhour parking spaces, as well as shared, private parking spaces should they become accessible to the public.
Short-Term Strategy 4 – In advance of formation of a Transportation Management Association (TMA), the City should provide online mobility information for visitors, employees, and residents traveling to and from Downtown including information on multimodal travel options, commuter programs, parking lot locations, parking costs, and parking regulations.
Short-Term Strategy 5 – The City should pursue shared parking agreements with private offstreet lot owners and Caltrain to better utilize the existing parking resources within Downtown.
A citywide TMA would take over responsibility for pursuing and managing shared parking agreements once it is formed.
Short-Term Strategy 6 – The City should either transition from enforcement through the County’s Sheriff Office to an internal office of Community Service Officers (CSOs) or thirdparty enforcement, or augment enforcement through the Sherriff’s office. If internal or augmented enforcement is selected, investment should be made in one or more electric interceptor vehicles with automatic license plate recognition (ALPR) technology.
Short-Term Strategy 7 – Introduce permits for residents of new multi-family developments in Downtown to park without limits in time restricted or priced on-street spaces along or near their building’s frontage. The cost of the permit should be equivalent to the market value of the space.
Short-Term Strategy 8 – When improving Downtown streets, prohibit parking near intersections per the state “Daylighting” law and designate accessible on-street spaces required by the federal Public Right-of-Way Accessibility Guidelines (PROWAG).
Mid-Term Strategies
Mid-Term Strategy 1 – Install a Downtown bicycle parking “hub” on the 700 Block of Laurel Street that includes bicycle racks, bicycle lockers, and a bicycle repair station.
Mid-Term Strategy 2 – Designate residential streets within Downtown as a potential Residential Permit Parking (RPP) district. Establish an escalating permit price structure (e.g. $25 for the first permit, $50 for the second permit, etc.) and tiered price structure based on a residence’s off-street parking capacity (e.g. residents of homes with no garage or driveway receive free permits while residents with more off-street parking spaces pay a greater amount).
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Long-Term Strategy
Long-Term Strategy 1 – Operate vehicle and bicycle valet programs for special events in Downtown.
Long-Term Strategy 3 – Create a citywide Transportation Management Association (TMA) for San Carlos that includes Downtown.
Recommended Zoning Changes
Zoning Code Update 1 – Establish Downtown San Carlos as a distinct parking district.
Zoning Code Update 2 – Eliminate vehicle parking minimums for Downtown from the City’s Code.
Zoning Code Update 3 – Adopt new loading standards for the Downtown Parking District for developments with 10,000 square feet or more of non-residential uses and/or 100 or more residential units.
Zoning Code Update 4 – Implement tiered vehicle parking maximums for Downtown with a districtwide cap on the number of new parking spaces.
Zoning Code Update 5 – Per AB 2097, the City can require that parking built within Downtown be shared with the public.
Zoning Code Update 6 – Mandate unbundled parking for new multi-unit residential and nonresidential developments within Downtown.
Zoning Code Update 7 – Reference state and federal standards for electric vehicle and accessible parking in the Zoning Code and ensure compliance for new and altered facilities.
Zoning Code Update 8 – Revise the existing bicycle parking requirements for Downtown to be independent from the number of vehicle parking spaces required, consider newer and/or emerging bicycle types, and include more specificity in the design guidelines.
Zoning Code Update 9 – For Downtown TDM policy reforms, refer to the project to update the Citywide TDM Ordinance.
NEXT STEPS:
Following the City Council study session on June 23, 2025, City staff and the consultant team will update the Downtown Specific Plan and aim for a release at the end of July 2025. Adoption hearings are scheduled with the Planning and Transportation Commission and City Council on August 18, 2025 and September 22, 2025, respectively.
ALTERNATIVES:
1. Provide input to staff and consultants on the Downtown Specific Plan project, or
2. Do not provide input to staff and consultants on the Downtown Specific Plan project, or
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3. Provide alternative approach.
Respectfully submitted by:
Al Savay, Community Development Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):
1. Vision and Guiding Principles
2. Draft Goals and Policies
3. Graphics Representing Zoning Changes
4. Draft Parking Management Strategy
5. Planning and Transportation Commission Input from June 16, 2025
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Attachment 1: Downtown Vision and Guiding Principles
The Vision Statement was developed based on input from the DTAC, stakeholders, community members, and City decision makers through an extensive civic engagement process.
Downtown is the heart of San Carlos that
provides a vibrant, pedestrian-friendly, safe,
charming, futuristic, and accessible destination
for the community and strongly expresses its
unique culture and heritage. It is a place for
celebration and gathering that offers diverse
and authentic experiences through a draw of
food, retail, services, art and music in a visually
attractive environment for the growing
community. Downtown is an inclusive place
with easy access for all, opportunities for
housing and businesses of all types, and inviting
spaces for all users. Downtown San Carlos is a
sustainable district, with landscape that
supports ecological and community health &
well-being.
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Attachment 1: Downtown Vision and Guiding Principles
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1 San Carlos Downtown Specific Plan
June 11, 2025
Draft Goals and Policies Review Set
Overview
This chapter establishes the goals and policy framework that will guide the evolution of Downtown San Carlos into a vibrant, inclusive, and resilient district over the coming decades. Rooted in community values and informed by technical analysis, these policies are organized into key thematic areas that reflect the multifaceted nature of downtown San Carlos. Together, they provide a comprehensive blueprint for shaping land use, urban design, mobility, economic development, public spaces, sustainability, and infrastructure. Each policy area builds upon the vision established through the planning process and offers direction for decision-making, implementation, and investment. This framework ensures that future growth and change contribute to a cohesive, livable, and economically robust downtown that meets the needs of both current and future San Carlos residents, workers, and visitors. The policy areas discussed in this chapter include:
1. Land Use and Urban Design
2. Prosperity and Economic Development
3. Mobility and Transportation
4. Parking and Transportation Demand Management (TDM)
5. Public Realm
6. Public Art
7. Sustainability & Resiliency
8. Infrastructure
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DRAFT Policies for Downtown San Carlos Specific Plan | 2 May 29, 2025