Madera City Council
June 19, 2024

The plan shall be prepared by an authorized QSD and approved by the CITY ENGINEER.

The Contractor shall coordinate with the City of Madera and file a Notice of Intent (NOI) to comply with associated construction activity of this project with the State Water Resources Control Board, and shall pay the fees required. The CONTRACTOR and SUBCONTRACTORS shall be regulated by the general construction permitting. The City’s Storm Water Pollution Prevention Plan (SWPPP) is on file at the office of the City ENGINEER.

Full compensation for furnishing labor, materials, tools, equipment and incidentals for doing all work for compliance with this special condition shall be included in the Contract BID ITEM price or within the various BID items and no additional compensation will be allowed therefore.
2-19 AWARD OF CONTRACT - The award of contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed. 2-20 HAZARDOUS MATERIAL AND CHANGED CONDITIONS
A. The CONTRACTOR shall promptly, and before the following conditions are disturbed, notify the ENGINEER, in writing, of any:

2.6 1. Material that the CONTRACTOR believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, which is required to be moved to a Class I, Class II, or Class Ill disposal site in accordance with provision of existing law.

2. Subsurface or latent physical conditions at the site differing from those indicated.

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract.

B. The ENGINEER shall promptly investigate the conditions, and if he finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the CONTRACTOR’s cost of or time required for performance of any part of the work, the CONTRACTOR shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all work to be performed under the Contract. The CONTRACTOR shall retain any and all rights provided either by Contract or by law which pertain to the resolution of disputes and protests between the contracting parties.

C. In the event that a dispute arises between the ENGINEER and the CONTRACTOR whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the CONTRACTOR’S cost of or time required for performance of any part of the work, the CONTRACTOR shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all work to be performed under the Contract. The CONTRACTOR shall retain any and all rights provided either by Contract or by law which pertain to the resolution of disputes and protests between the contracting parties.
2-21 ACCESS TO PROPERTY - Pedestrians and vehicular access to properties shall be provided and maintained at all times. Exceptions include during the actual placing of concrete or, for very short periods, during paving operations. Access shall be safe and reasonable for pedestrians and for motor vehicles used by property owners and emergency vehicles (fire, police, and ambulance). The ENGINEER will make the sole determination of what is safe and reasonable.
2-22 HOURS OF LABOR - The CONTRACTOR shall forfeit, as penalty to the OWNER, the sum of twenty-five ($25.00) for each laborer, worker, mechanic, and any subcontractor under him for each calendar day during which such laborer, worker, mechanic or subcontractor is required or permitted to labor more than eight (8) hours in violation of this stipulation.

Overtime and shift work may be established as a regular procedure by the CONTRACTOR with reasonable notice and written permission of the ENGINEER. No work other than overtime and shift work established as a regular procedure shall be performed between the hours of 6:00 p.m. and 7:00 a.m. nor on Saturdays, Sundays or City holidays, except such work as is necessary for the proper care and protection of the work already performed, or in case of an emergency.

City holidays shall be defined as those holidays annually observed by the City. These are: New Years Day, Martin Luther King’s Birthday, President’s Day, Good Friday (4hrs), Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, the day after Thanksgiving Day and Christmas Day, (a total of 11½

2.7 days). City staff shall not work on City recognized Holidays unless the Contractor agrees to cover the cost of staff time.

CONTRACTOR agrees to pay the costs of overtime inspection except those occurring as a result of overtime and shift work established as a regular procedure. Overtime inspection shall include inspection required during holidays, Saturdays, Sundays and weekdays. Costs of overtime inspection will cover engineering, inspection, general supervision and overhead expenses which are directly chargeable to the overtime work.

CONTRACTOR agrees the ENGINEER shall deduct such charges from payment due the CONTRACTOR.
2-23 DUST CONTROL - CONTRACTOR shall prepare and provide a dust control plan in accordance with San Joaquin Valley Unified Air Pollution Control District requirements.

Said plan shall be approved prior to start of construction. All cost for preparing said plan and acquiring approval shall be included in CONTRACTOR’s bid. Dust control requirements shall be included in all construction contract specifications. These construction contract specifications shall include the following San Joaquin Valley Unified Air Pollution Control District’s Regulation VIII, Rule 8020 fugitive dust mitigation requirements for the control of fine particulate matter (PMIO) from construction activities:
“All disturbed areas of a construction site, including storage piles of fill dirt and other bulk materials, which are not being actively utilized for construction purposes for a period of seven calendar days or more, shall be stabilized using one or more of the following approved soil stabilization methods to effectively limit visible dust emissions. Where soil moisture or natural crusting is sufficient to limit visible dust emission, no action is required. Disturbed areas shall be stabilized for the duration of the construction activity or until construction work resumes on the inactive disturbed area. a. Where water is used as the dust suppressant, watering shall be applied to effectively limit visible dust emissions; or
b. Where a chemical dust stabilizer or suppressant, watering shall be applied to effectively limit visible dust emission; or
c. Where planting of trees and vegetative ground cover is utilized, vegetation shall be planted in sufficient density and watered with sufficient frequency to effectively stabilize the disturbed area and limit visible dust emissions.

All operations shall effectively limit visible dust emissions from on-site unpaved roads and off-site unpaved access roads using one or more of the following stabilization methods. Road stabilization shall be maintained for the duration of the activity. Where soil moisture is sufficient to meet this requirement, no action is required. a. Where water is used as the dust suppressant, watering shall be applied to effectively limit visible dust emissions.
b. Where a chemical dust stabilizer or suppressant is used, the stabilizer or suppressant shall be applied to effectively limit visible dust emissions.

No person shall undertake any land clearing, grubbing, scraping, excavation, land leveling, grading, cut and fill operations, or demolition activities, without utilizing appropriate dust control measures during the land preparation, demolition, excavation or extraction. Appropriate dust control measures may consist of the effective application of water or pre-soaking.

2.8 All operations shall limit track-out and expeditiously remove the accumulation of mud or dirt from public paved roads, including shoulders, adjacent to the site. Removal activities must comply with local requirements and procedures.

In addition to restrictions imposed by local agencies, the use of dry rotary brushes for removal of deposited mud/dirt carryout from a paved road shall be prohibited, except where preceded or accompanied by sufficient wetting to limit the visible dust emissions.

The use of blower devices for removal of deposited mud/dirt carryout from subject paved roads shall be prohibited.”
2-24 NOISE CONTROL - Noise generating construction equipment activities shall be limited to 7:00 a.m. to 6:00 p.m. on weekdays and 8:00 a.m. to 5:00 p.m. on Saturdays. No noise generating construction activities shall be permitted on Sundays and holidays.

All construction equipment shall be maintained according to manufacturers’ specifications and noise generating construction equipment shall be equipped with mufflers.
2-25 CLEAN-UP - The CONTRACTOR shall clean up the job site prior to acceptance of the WORK. All dirt, spoil, and debris of any nature shall be removed and the entire site shall present a clean, workmanlike appearance. Any damage to paint work caused from spillage or splattering, or from prime coating, paving or seal coating operations shall be corrected. All areas such as man-ways, gutters, and intersections shall have the surfacing mix removed as specified by the ENGINEER. The CONTRACTOR shall remove, on a daily basis, any debris associated with the performance of the WORK. 2-26 SPREADING EQUIPMENT - Except as herein specified, pavers shall be capable of spreading and finishing asphalt concrete true to line, grade and crown as required in State Standard Specification, Section 39.
• Pavers shall be equipped with quick and efficient steering devices and shall have reverse as well as forward travelling speeds;
• Pavers shall have a receiving hopper of sufficient capacity to permit a uniform spreading operation. The hopper shall be equipped with distributing screws of the reversing type to place the mixture uniformly in front of the screed; • The screed shall be equipped with a controlled heating device for use when required. The screed shall strike off the mix to the depth and cross section specified without the aid of manual adjustments during operations; • Particular attention shall be directed to the setting, clearance and wear condition of the tamper bar on paver screeds so equipped.
2-27 24-HOUR CUSTOMER ACCESS - Service Provider must respond to calls from customers or the City concerning leaks, loss of service and other problems associated with installations on a 24-hour per day basis. Service Provider must respond within one (1) hour of receiving the call and mobilize to correct any problems within three (3) hours of receiving the call.

Attachment K
Section 3, City of Madera Standard Specifications and Drawings SECTION 3

STANDARD SPECIFICATIONS AND PLANS CHECKLIST

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3.1 SECTION 3

STANDARD SPECIFICATIONS AND PLANS
The following indicated provisions of the City of Madera’s Standard Specifications, dated April 2005, are hereby referred to and incorporated herein as though set forth in full.

The Standard Specifications and Standard Drawings are available online at www.madera.gov, click on Departments, then on the left panel select Engineering and click on Standard Drawings and Specifications. These online specifications and drawings are the most current, approved issue.

SECTION TITLE

1. TERMS, DEFINITIONS

2. SCOPE AND CONTROL OF THE WORK

3. CHANGES IN WORK

4. CONTROL OF MATERIALS

5. UTILITIES

6. PROGRESS AND ACCEPTANCE OF WORK

7. CONTRACTOR’S RESPONSIBILITIES & CONDUCT

8. MEASUREMENT AND PAYMENT

9. RESERVED

10. CLEARING AND GRUBBING

11. EXCAVATION & GRADING

12. AGGREGATE SUBBASE AND AGGREGATE BASE

13. ASPHALT CONCRETE PAVEMENT

14. CONCRETE IMPROVEMENTS

15. TRAFFIC DIVIDER ISLANDS

16. TRENCHING AND TRENCH RESURFACING

17. SANITARY SEWER PIPE AND APPURTENANCES

18. BIKE LANE GUIDELINES

19. JACKING PIPE

20. STORM DRAINAGE PIPING AND STRUCTURES

21. DOMESTIC WATER FACILITIES DESIGN CRITERIA

22. WATER FACILITIES

23. TRAFFIC SIGNALS

24. DEMOLITION OF BUILDINGS

25. PLANTING AND IRRIGATION SYSTEMS

26. RESERVED

27. CONSTRUCTION PLAN SUBMITTALS

28. TRAFFIC STRIPES AND PAVEMENT MARKINGS

29. CONCRETE MASONRY WALL

30. ORNAMENTAL STREET LIGHTING

31. TRAFFIC SIGNALS

32. “UPS” FOR TRAFFIC SIGNALS

3.2 STANDARD PLANS
PLAN

NUMBER TITLE
B-1 FOUR (4) INCH MASONRY WALL
B-2 SIX (6) INCH MASONRY WALL
B-3 CHAINLINK FENCE DETAILS
B-4 COMPLEX DIRECTORY SIGN
B-5 PEDESTRIAN RAMP
B-6 PEDESTRIAN RAMP
E-1 SURVEY MONUMENT
E-2 PROPERTY MONUMENT DETAILS
E-3 ELEVATION BENCHMARK DETAILS
E-4 PARKING LOT REQUIREMENTS
E-5 SPECIFICATIONS PARKING LOT
E-6 PARKING LOT DETAILS
E-7 TYPICAL REFUSE CONTAINER ENCLOSURE DETAILS
S-1 48 INCH SEWER MANHOLE
S-2 60 INCH SEWER MANHOLE
S-3 WASTE WATER SAMPLING MANHOLE
S-4 DROP MANHOLE TYPE “A”
S-5 DROP MANHOLE TYPE “B”
S-6 CAST IRON MANHOLE FRAME AND COVER
S-7 LAMPHOLE SEWER CLEANOUT
S-8 PIPE BEDDING & TRENCH BACKFILL (for concrete encasement, 6” – 24” pipe) S-9 CONCRETE SUPPORT FOR UNDERCUT PIPELINES 12” OR LARGER S-10 PIPE BEDDING & TRENCH BACKFILL
S-11 SAND AND GREASE INTERCEPTOR
S-12A SEWER HOUSEBRANCH CONNECTION DETAILS “A”
S-12B TEMPORARY CLEANOUT
S-13 HOUSE BRANCH CONNECTIONS
S-14 INSTALLATION OF SEWER PIPE IN JACKED STEEL CASING
SD-1 STORM DRAIN BASIN REQUIREMENTS
SD-2A STORM DRAIN BASIN OUTLET STRUCTURE
SD-2B STORM DRAIN BASIN OUTLET STRUCTURE
SD-2C STORM DRAIN BASIN OUTLET STRUCTURE
SD-2D STORM DRAIN BASIN OUTLET STRUCTURE
SD-2E STORM DRAIN BASIN OUTLET STRUCTURE
SD-2F STORM DRAIN BASIN OUTLET STRUCTURE
SD-2G STORM DRAIN BASIN OUTLET STRUCTURE-GATE DETAIL
SD-2H STORM DRAIN BASIN OUTLET STRUCTURE-GATE DETAIL
ST-1 CONCRETE VALLEY GUTTER
ST-2 RESIDENTIAL STREET
ST-3 RESIDENTIAL ACCESS STREET
ST-4 COLLECTOR STREET WITH TWO WAY LEFT TURN LANE
ST-5 ARTERIAL STREET

3.3 PLAN

NUMBER TITLE
ST-6 FRONTAGE STREET
ST-7 CONCRETE VALLEY GUTTER IN ALLEYWAYS
ST-8 COMMERCIAL AND RESIDENTIAL CONCRETE ALLEY APPROACH ST-9 STRUCTURAL SECTION FOR RESIDENTIAL BOUNDARY STREET ST-10 STRUCTURAL SECTION FOR COLLECTOR BOUNDARY STREET
ST-11 CUL-DE-SAC DETAIL (DEAD END ROAD)
ST-12 TYPICAL CURB AND CURB & GUTTER
ST-13 SIDEWALK AND APPROACH DETAIL – 1
ST-14 SIDEWALK AND APPROACH DETAIL – 2
ST-15 NEW DRIVEWAY WITH EXISTING GUTTER
ST-16 CURB ACCESS RAMP
ST-17 SIDEWALK CHANNEL DRAIN NEW OR EXISTING
ST-18 STORM WATER INLET
ST-19 UTILITY LOCATION IN STREET AREA
ST-20 STREET LIGHT INSTALLATION
ST-21 STREET LIGHT POLE NUMBERING
ST-22 STREET LIGHT CONCRETE PULL BOX
ST-23 STREET LIGHT CONNECTION DIAGRAM
ST-24 SPECIFICATIONS STREET LIGHT INSTALLATION
ST-25 STREET NAME SIGN
ST-26 STREET NAME SIGN
ST-27 GUARD PANEL
ST-28 PROTECTION POST
ST-29 STREET EXCAVATION, BACKFILL & SURFACE RESTORATION ST-30 DECORATIVE STREET LIGHTS
W-1 CONCRETE THRUST BLOCKS FOR CAST IRON FITTINGS
W-2 CONCRETE THRUST BLOCKS FOR CAST IRON FITTINGS
W-3 THRUST BLOCK BEARING AREA
W-4 CAST IRON CAP FOR REPAIR OF A.C. PIPE
W-5 FIRE HYDRANT INSTALLATION WITH PROTECTOR POSTS
W-6 FIRE HYDRANT PAVEMENT MARKERS
W-7 REPLACEMENT OF HOUSE SEWER CROSSING WATER MAIN
W-8 VALVE WELL & COVER
W-9A 1” WATER SERVICE CONNECTION WITH METER
W-9B WATER SERVICE CONNECTION & METER BOX INSTALLATION
W-10 1¼”, 1½”, 2” SERVICE CONNECTION & METER BOX INSTALLATION W-11 WATER SAMPLING STATION
W-12 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (RP) FOR

WATER MAIN CONNECTION & PROCEDURES
W-13 FLUSHING NEW WATER MAIN
W-14 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY W-15 REDUCED PRESSURE PRINCIPLE FIRE SPRINKLER SYSTEM CLASS III, IV & V W-16 DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY
W-17 WATER WELL DESTRUCTION

3.4 PLAN

NUMBER TITLE
W-18 AIR VACUUM AND RELEASE VALVE
W-19 DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY
W-20 CONSTRUCTION WATER SOURCE
W-21 PRESSURE VACUUM BREAKER
W-22 INSTALLATION REQUIREMENTS FOR AN APPROVED AIR GAP SEPARATION W-23 MONITORING WELL MANHOLE CONSTRUCTION DETAIL
W-24 COMPOUND METER SETTING WITH BY-PASS
W-25 TURBINE METER SETTING WITH BY-PASS
W-26 FIRE HYDRANT INSTALLATION
W-27 GUARD POST DETAILS
W-28 BLOW-OFF ASSEMBLY TYPE B
W-29 AQUAGRIP GATE VALVE
Attachment L
Section 4, Bid Items
SECTION 4

EXPLANATION OF BID ITEMS

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SECTION 4

EXPLANATION OF BID ITEMS

4.00 GENERAL
All work shall be done as shown on the Plans, in conformance with the provisions in the Specifications, in conformance with the requirements in all permits related to or required for the work, and as directed by the Engineer.

The contract price paid per measure of work, or the contract lump sum price paid for an item of work, shall include full compensation for furnishing all labor, materials (unless specified as to be furnished by the City), tools, equipment, and incidentals necessary for furnishing and constructing complete in place and for doing all associated work, in accordance with the Plans, and in conformance with the provisions in the Specifications, and as directed by the Engineer.

This Explanation of Bid Items is intended to provide for each bid item, or a range of bid items, only a brief description of the work involved, a reference to the applicable section or condition in the Specifications, a brief description of any notable related work that is included or excluded, any limitation on the contract amount, and the basis of payment. Refer to the referenced section or condition in the Specifications for additional references and complete specifications for the work.

MEASUREMENT OF QUANTITIES
Unless otherwise specified, quantities of work shall be determined from field measurements by the Engineer in accordance with Section 9 of the State Standard Specifications.

Measurement by volume will be by the cubic dimension listed or indicated in the Bid Schedules. Method of volume measurement will be as determined or directed by the Engineer.

Measurement by area will be by the square dimension listed or indicated in the Bid Schedules. Method of square measurement will be as determined or directed by the Engineer.

Linear Measurement will be by the linear dimension listed or indicated in the Bid Schedules. Method of linear measurement will be as determined or directed by the Engineer.

Generally, items, components or work to be measured will be measured at the centerline of the item in place.

Lump Sum measurement will be for the entire item, unit work, structure or combination thereof, as listed or indicated in the Bid Schedules. No extra payment shall be for parts of lump sum items.

CONTRACT PAYMENTS
The Contract payments for the specified items of work as set forth in the Bid Schedule shall be full compensation for furnishing all labor, materials, tools, equipment, transportation, services, documentation and incidentals, and for doing all work involved as required by the Plans and Specifications, Special Provisions, State Standards, Legal and Safety Provisions and all other Provisions of the Contract Documents.
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Full compensation for all expenses incurred in conforming to the requirements for measuring materials of work shall be considered as included in the unit or lump sum prices paid for the materials and work being measured, and no additional compensation will be permitted.

Full compensation for an item of work for which no measure or payment is specified will be considered to be included in the applicable related item of work in the Bid Schedule or incidental to the Contract and as directed by the City Engineer.

Full payment for an item of work designated as Final Pay (F) shall be the final pay for the estimated quantity in the Engineer’s Estimate for that item of work and no allowance will be made in the event the Contractor’s computed quantity does not equal the estimated quantity.

4.01 BID ITEM 1 – MOBILIZATION AND DEMOBILIZATION
This is a lump sum bid item for “Mobilization and Demobilization” Reference is made to Subsection 5.04, “Mobilization,” of the Special Provisions - Technical.

The total of all payments for mobilization shall not exceed $ 30,000.

Progress payments for mobilization will be made as follows:

1. When 5% of the original contract amount is earned from other contract items, an amount equal to 50% of the contract lump sum price for mobilization or 5% of the original contract amount, whichever is less, will be paid for mobilization.

2. When 10% of the original contract amount is earned from other bid items, an amount equal to 100% of the contract lump sum price for mobilization or 10% of the original contract amount, whichever is less, less the amount previously paid for mobilization, will be paid for mobilization.

3. Upon completion of all work on the project, an amount equal to 100% of the contract lump sum price for mobilization, less the amount previously paid for mobilization, will be paid for mobilization.

The contract lump sum price paid for “Mobilization and Demobilization” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in mobilization and demobilization, complete in place, including remobilization, as shown on the Drawings, in conformance with the provisions in the Specifications, and as directed by the Engineer. Full compensation for any anticipated mobilization and demobilization costs in excess of the specified lump sum price shall be considered as included in the contract prices paid for the various items of work, and no separate payment will be made therefore.

4.02 BID ITEM 2 – STORM WATER POLLUTION PREVENTION
This is a lump sum bid item for “Storm Water Pollution Prevention.” Reference is made to Subsection 5.05, “Storm Water Pollution Prevention,” of the Special Provisions - Technical.

The contract lump sum price paid for “Storm Water Pollution Prevention” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Storm Water Pollution Prevention,” complete in place, including preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP); all work involved in the installation, implementation, maintenance, and removal of best management practices (BMPs); and site stabilization upon completion of construction; as shown on the 4-3
Drawings, in conformance with the provisions in the Specifications, as required by permitting agencies, and as directed by the Engineer.

4.03 BID ITEMS 3 – SJVAPCD & EMISSION CONTROL
This is a lump sum bid item. Reference is made to 5.06, “SJVAPCD Requirements,” Subsections 5.07, “Dust Control Plan,” and 5.08, “Street Sweeping,” of the Special Provisions – Technical.

The contract lump sum price paid for, shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Dust Control,” including preparation and implementation of a Dust Control/Sweeping Plan, and maintaining a water truck and approved street sweeper on project site for duration of the construction project, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.04 BID ITEM 4 – TRAFFIC CONTROL, DETOURS, AND ACCESS
This is a lump sum bid item for “Traffic Control, Detours, and Access.” Reference is made to Subsections 5.02, “Description and Order of Work”, and 5.10, ”Traffic Control, Detours, and Access,” of the Special Provisions - Technical.
“Traffic Control, Detours, and Access” shall consist of constructing, maintaining and removing temporary paved detours; establishing, maintaining and discontinuing temporary alternate route detours; providing and maintaining traffic control; providing access to properties in the vicinity of the work; and providing for the convenience and safety of the public and public traffic, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

The contract lump sum price paid for “Traffic Control, Detours, and Access” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in “Traffic Control, Detours, and Access,” complete in place, including preparing and securing the Engineer’s approval of the traffic control plan; flaggers; furnishing, installing, maintaining and finally removing aggregate base and asphalt concrete for construction of optional detours not shown on the Plans; traffic control signs and devices; pavement markings; channelizers; and chain link fence; all as shown on the Drawings, in conformance with the provisions in the Specifications and required permits, and as directed by the Engineer.

4.05 BID ITEM 5 – TRAFFIC SIGNALS AND LIGHTING – OLIVE AVE. AND KNOX ST.

The lump sum price paid for this item shall include full compensation for all costs involved in furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in installing the traffic signal and street lighting systems, complete in place, and no additional payment will be made therefor. The work shall conform to the applicable provisions of the City of Madera Standard Drawings and Specifications, the applicable sections of the State Standard Specifications and Revised Standard Specifications, these specifications, as shown on the plans, and as directed by the Engineer. Reference is made to Subsection 5.34 "Traffic Signals and Lighting," of the Special Provisions – Technical.

This work shall consist of installing the traffic signal and street lighting systems, including, but not limited to, poles, mast arms, foundations, loop detectors, conduits, pull boxes, conductors, 4-4
cabinets, battery backup system, emergency vehicle detection system, and all other necessary appurtenances, complete in place.

Traffic signal equipment shall not be ordered until the contractor has potholed the foundation locations and determined the presence of existing utilities or other underground structures. If existing utilities or underground structures are found to conflict with the proposed foundations, the Contractor shall immediately notify the Engineer.

All materials shall be furnished and installed by the Contractor and shall be included in this bid item.

The Contractor shall furnish the Engineer a schedule of values for this contract lump sum item.

Schedule of values table shall be submitted to the Engineer for approval prior to start of work.

The schedule of values must include type, size, quantity, and installation method for:

6.01. Foundations

6.02. Standards and poles

6.03. Conduit

6.04. Pull boxes

6.05. Conductors and cables

6.06. Service equipment enclosures

6.07. Battery backup system

6.08. Signal heads and hardware

6.09. Pedestrian signal heads and hardware

6.10. Pedestrian push buttons

6.11 Video detection system

6.12. Traffic Signal Loop detectors

6.13. Luminaires and lighting fixtures

6.14. Emergency vehicle detection system

6.15. Traffic signal controller and cabinet
The sum of the amounts for the line items of work listed in the schedule of values table for this bid item shall be equal to the contract lump sum bid price. No adjustments in compensation will be made in the contract lump sum price due to differences between the quantities shown in the schedule of values furnished by the Contractor and the quantities required to complete the work as shown on the plans and as specified in these specifications.

At the Engineer’s discretion, the approved schedule of values may be used to determine partial payments during the progress of the work.

4.06 BID ITEM 6 – CLEARING AND GRUBBING
This is a lump sum bid item for “Clearing and Grubbing.” Reference is made to Subsections

5.12, “Clearing and Grubbing, 5.14, “Existing Highway Facilities (Concrete and Asphalt Concrete)," of the Special Provisions – Technical and Sections 7-9, "Protecting, Restoring Existing Improvements," and 10, "Clearing and Grubbing," of the Standard Specifications. “Clearing and Grubbing” shall consist of the removal and disposal of trees, roots, stumps, limbs, buried logs, concrete, asphalt concrete, existing turf, buried trash, trash piles, vegetation to be removed, fences, irrigation pipe and risers, standpipes, structures, pipes, debris, storm drain 4-5
lines and inlets, temporary detour improvements, sewer manholes and sewer mains to be removed or abandoned, removal and salvaging of existing signs, removal of any existing striping and any other obstructions and objectionable material within the limits of the work which are encountered during excavation together with restoration of any facilities disturbed as a result of the Contractor’s operations
The work under this bid item shall include disposal to an approved recycling site, and all work shall be in accordance with the plans and specifications.

The contract lump sum price paid for “Clearing and Grubbing” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in “Clearing and Grubbing,” including protection of adjacent improvements, trees and plants, disposal of removed materials, excavation, backfill, compaction, and grading, as shown on the Drawings, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.07 BID ITEM 7 – SAW-CUTTING ASPHALT AND CONCRETE
This item shall be bid per linear foot and shall consist of saw-cutting existing asphalt and/or concrete at the locations shown and indicated on the plans, and as directed by the Engineer.

Reference is made to Subsection 5.18, "Saw-cutting" of the Special Provisions – Technical.

Saw-cutting shall consist of sawing either Portland cement concrete or asphalt concrete to a minimum depth of 4 inches with an abrasive type saw, to the lines shown on the plans and as directed by the Engineer.

1. Sawcut existing street asphalt concrete as required for new AC paving.

2. Saw cut existing sidewalks as necessary for the traffic signal installations, conduits, pull boxes and electrical connections.

3. Sawcut Concrete and AC pavements as required for new traffic signal loop installations.

The Contractor shall protect all sawcut edges from damage. Should any sawn edge become damaged, the Contractor shall re-saw the edge at his expense.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals to provide all necessary saw-cutting, including protecting the sawed edge, shall be considered as included in the unit price paid for "Saw Cutting Asphalt and Concrete," and no additional payment will be made therefore.

4.08 BID ITEM 8 – PAVEMENT AND BASE REMOVAL
This is a unit price bid item (Final Pay Quantity), per cubic yard, for “Pavement and Base Removal.” Reference is made to Subsections 5.16, “Remove Existing Street Pavement and Base,” and 5.17, “Earthwork,” of the Special Provisions – Technical and in accordance with Section 7-1.02K(6)(j)(iii), “Lead Compliance Plan “, of the State Standard Specifications.

The Contractor shall provide a plan for a method of removal of existing thermoplastic paint striping for approval by the Engineer. The Contractor shall also provide a lead compliance plan in accordance with Section 7-1.02K(6)(j)(iii) of the State Standard Specifications for removal and disposal of lead base paint material and soils material if the existing striping, markings and existing soil material contain lead.
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"Pavement and Base Removal" shall consist of the removal of all existing asphalt concrete and aggregate base material as shown to be removed on the Plans and as directed by the Engineer.

Material shall be removed to subgrade.

The contract unit price paid per cubic yard for “Pavement and Base Removal” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Pavement and Base Removal,” including pavement striping and marking paint removal per the approved Lead Compliance Plan, grinding, removal, loading, hauling and storage of the material to be removed or delivered to a recycling center as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.09 BID ITEM 9 – ROADWAY EXCAVATION AND SUBGRADE PREPARATION This is a unit price (Final Pay Quantity) bid item, per cubic yard, for “Roadway Excavation and Subgrade Preparation.” Reference is made to Subsections 5.16, “Remove Existing Street Pavement and Base,” and 5.17, “Earthwork,” of the Special Provisions - Technical. “Roadway Excavation and Subgrade Preparation” shall consist of excavating and filling the soil after work in Bid Item 9, "Pavement and Base Removal" has been completed to achieve the appropriate road subgrade elevations. This item shall also include any import or export of soil as needed to meet design grades and the removal, disposal of unsuitable material and the preparation of subgrade prior to placement of additional material, including grading and compaction.

The contract unit price paid per cubic yard for “Roadway Excavation and Subgrade Preparation” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Roadway Excavation and Subgrade Preparation,” including full depth milling/grinding, removal, hauling, and storage of the material to be used as recycled base or to be delivered to a recycling center, as shown on the plans, complete in place, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.10 BID ITEM 10 – CLASS 2 AGGREGATE BASE
This is a unit price bid item, per ton, for “Class 2 Aggregate Base.” Reference is made to Subsection 5.19, “Aggregate Base,” of the Special Provisions – Technical and Section 12 of the Standard Specifications.
“Aggregate Base – Class II” may be material excavated under Bid Item 8 – “Pavement Base Removal” if tested within the last 30 days after excavation and passed the testing requirements.

Reference is made to Subsection 12-5 of the Standard Specifications for use of recycled materials.
“Aggregate Base – Class II” shall consist of placing and compacting aggregate base material on a prepared subgrade or subbase surface. This bid item includes only aggregate base for the construction of improvements shown on the Plans.

Full compensation for aggregate base specified as incidental to or included in a contract item of work, including hauling, spreading, compaction, and testing, shall be considered as included in 4-7
the contract price paid for the item of work involved, and no additional compensation will be allowed therefor.

The contract unit price paid per ton for “Aggregate Base – Class II" shall also include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Aggregate Base – Class II," complete in place, as shown on the Drawings, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.11 BID ITEM 11 – ASPHALT CONCRETE (TYPE A HMA)
This is a unit price bid item, per ton, for “Asphalt Concrete (Type A HMA).” Reference is made to Subsection 5.19, “Asphalt Concrete,” of the Special Provisions – Technical and Section 39 of the State Standard Specifications.
“Asphalt Concrete (Type A HMA)” shall consist of furnishing and mixing aggregate and asphalt binder at a central mixing plant, hauling, spreading, and compacting the mixture in place, as shown on the Drawings.

Fog Sealing of new pavement is paid for separately, under Bid Item 12 - “Fog Seal”.

The asphalt binder shall be PG 64 – 10 or as directed by the Engineer.

The contract unit price paid per ton for “Asphalt Concrete (Type A HMA)” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Asphalt Concrete (Type A HMA),” complete in place, including asphalt binder, paint binder (tack coat), hauling, spreading, compaction, and testing, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.12 BID ITEM 12 – FOG SEAL
This is a unit price bid item per SY, for “FOG SEAL” complying with Caltrans Specification, Section 94, and 5.20 of the Special Provisions – Technical.

Fog Seal shall consist of SS1H complying to Caltrans Specification Section 94, with a typical application rate for diluted emulsion (1:1 ratio), spread at 0.10 to 0.125 gallons per square yard.

4.13 BID ITEM 13 – STRIPING AND PAVEMENT MARKINGS
This is a lump sum bid item for “Striping and Pavement Markings.” Reference is made to Subsections 5.25, “Pavement Striping and Markings,” 5.24, “Removal of Pavement Striping and Markings,” and 5.26, "Object Markers," of the Special Provisions – Technical.

This work shall include the furnishing, removing, relocating and installing traffic signs, street signs, permanent paint traffic lane striping, markings, reflective markers, crosswalks, and painting curb. The necessary grinding out of existing paint striping and markings, and furnishing and placing of slurry seal to where the existing paint striping, crosswalks and markings have been ground out is also included in this bid item.

The contract lump sum price for "Striping and Pavement Markings,` shall include full compensation for all costs involved in furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in signing, striping and pavement markings, complete in place, shall be included in the lump sum price and no additional payment will be made.
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4.14 BID ITEM 14 – SIGNAGE
This is a unit price bid item, per ‘each’ for various “Signages” confirming to the Caltrans Manual of Unified Traffic Control Devices, and as detailed below. Reference is also made to 5.23, “Roadside Signs,” of the Special Provisions – Technical.

STOP / ALL WAY – R1-1 and R1-3P … 01 Ea. (Relocation)
NO STOPPING ANYTIME – R26 (S) (CA) … 06 Ea.

BIKE LANE, BEGIN / END – R81(CA), R(81A/R81B(CA) … 03 Ea.

RIGHT LANE MUST TURN RIGHT – R3-7 … 01 Ea.

RIGHT LANE TURNS RIGHT AHEAD – W73A (CA) … 01 Ea.

THRU TRAFFIC MERGE LEFT – W74(CA) … 01 Ea.

All four STOP (R1-1) and ALL WAY (R1-3P) signs will be removed and salvaged when the Traffic Signals are fully operational, and will be paid under Bid Item 5: “TRAFFIC SIGNALS and LIGHTING”.

4.15 BID ITEM 15 – CONCRETE CURB AND GUTTER
This is a unit price bid item, per linear foot, for “Concrete Curb and Gutter.” Reference is made to Subsection 5.21, “Concrete Construction,” of the Special Provisions – Technical, and Standard Drawing ST-12.

This item shall consist of constructing concrete curb and gutter at the locations and grades shown on the plans. Subgrade beneath the curb and gutter shall be properly prepared by scarifying the soil to a depth of 6 inches, compacting and moisture conditioning as needed to achieve 95% minimum relative compaction.

The contract unit price paid per linear foot for “Concrete Curb and Gutter” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Concrete Curb and Gutter,” complete in place, including forming, joint construction, finishing, curing, and testing, as shown on the Drawings, and in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.16 BID ITEM 16 – CONCRETE SIDEWALK
This is a unit price bid item, per square foot, for “Concrete Sidewalk.” Reference is made to Subsection 5.21, “Concrete Construction,” of the Special Provisions – Technical and in conformance with Standard Drawings ST-13A and ST-13B.

This item shall consist of constructing concrete sidewalk at the locations and grades shown on the plans. Subgrade beneath the sidewalk shall be properly prepared by scarifying the soil to a depth of 6 inches, compacting and moisture conditioning as needed to achieve 90% minimum relative compaction.

The contract unit price paid per square foot for “Concrete Sidewalk” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Concrete Sidewalk,” complete in place, including forming, joint construction, finishing, curing and testing, as shown on the Plans, and in conformance with the provisions in the Specifications, and as directed by the Engineer. 4-9

4.17 BID ITEM 17 – CONCRETE ADA CURB RAMP WITH TRUNCATED DOMES This is a unit price bid item, per each, for “Concrete ADA Curb Ramp.” Reference is made to Subsection 5.21, “Concrete Construction,” of the Special Provisions – Technical, and in conformance with Standard Drawing ST-16.

This item shall consist of constructing concrete curb ramp at the locations and grades shown on the plans. Subgrade beneath the curb ramp shall be properly prepared by scarifying the soil to a depth of 6 inches, compacting and moisture conditioning as needed to achieve 90% minimum relative compaction.

The contract unit price paid per each for “Concrete ADA Curb Ramp” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Concrete Curb Ramp,” complete in place, including forming, joint construction, finishing, curing, testing, and ensuring ramps are constructed in conformance with the “Americans with Disabilities Act (ADA)”, including truncated domes, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.18 BID ITEM 18 – 1” INCH WATER SERVICE AND METER
This is a unit price bid item, per each, for “Water Service and Meter.” Reference is made to Subsection 5.31, "Water Facilities" of the Special Provisions – Technical.

This item shall consist of abandoning the existing 1” water service, including all pipe, fittings, meter and meter box. Any landscape replacement necessary shall be included in this bid item.

The cost shall also include the required trenching and reinstatement.

The unit price bid shall include full compensation for furnishing labor, material, tools, equipment, removal and disposal of existing material, and incidentals to perform this work as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer and no additional payment will be made therefore.

4.19 BID ITEM 19 – CONSTRUCTION STAKING
This is a lump sum bid item for “Construction Staking” and shall include survey work under the supervision of a licensed Professional Land Surveyor as necessary to provide construction staking control and as-built records of the improvements, in accordance with the plans, Section 1-11 of the General Conditions, this specifications and special provisions, and as directed by the Engineer.

The contract lump sum price paid for “Construction Staking” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals to complete “Construction Staking” in conformance with the plans, and as directed by the Engineer.

4.20 BID ITEM 20 – MISCELLANEOUS FACILITIES AND OPERATIONS This is a lump sum bid item for “Miscellaneous Facilities and Operations.” Reference is made to Subsection 5.37, “Miscellaneous Facilities and Operations,” of the Special Provisions – Technical.

The contract lump sum price paid for “Miscellaneous Facilities and Operations” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Miscellaneous Facilities and Operations,” complete in place, as shown 4-10
on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

This item shall include, but not be limited to the following:

1. Install / Display project signs including funding source at the Beginning and End of Project

2. Written notices to businesses and residents

3. Maintaining access to businesses and residents affected by the project work

4. Coordination for Madera Transit Bus stop locations, if any.

5. Coordination for MUSD school bus stop locations

6. Construction Area Signs for temporary traffic control

7. Display ‘No Parking’ signs as required with the appropriate vehicle code section(s) for towing of parked vehicles.

8. Replacement of existing improvements / facilities damaged during construction

9. Dewatering as needed

10. Cleanup
Attachment M
Section 5, Technical Specifications
SECTION 5
SPECIAL PROVISIONS – TECHNICAL

PAGE INTENTIONALLY LEFT BLANK
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SECTION 5
SPECIAL PROVISIONS – TECHNICAL

5.01 CONSTRUCTION CONDITIONS
A. ENGINEER
The word “Engineer” shall mean and refer to The City of Madera Engineering Department, 428 E.

Yosemite Avenue, Madera, CA 93638.

B. ARCHEOLOGICAL ARTIFACTS
Should the construction activities uncover items which may qualify as archeological artifacts, the Contractor shall cease construction at that location and immediately notify the Engineer.

C. CONTAINMENT AND TRANSPORTATION OF AGGREGATE MATERIAL The Contractor shall refer to the provisions in Sections 23113, 23114, 23115 and 40000.16 of the California Vehicle Code regarding containment and transportation of any aggregate material upon public roadways, which provisions are hereby incorporated into these Special Provisions – Technical.

D.CONSTRUCTION SURVEYING
The Contractor shall provide construction surveying as required to provide horizontal and vertical control for the placement of improvements, equipment and systems in conformance with the Contract Documents and as directed by the Engineer and include all surveying costs in the various bid items
E. FULL COMPENSATION INCLUDED IN BID AMOUNT
The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed work for performing all work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the work until acceptance by the City and for all risks of every description connected with the prosecution of the work; also for the expenses incurred as consequence of the suspension or discontinuance of the work as provided in the Contract; and for completing the work according to the Plans and Specifications. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of the obligation to make good any defective work or material.

No compensation will be made in any case for loss of anticipated profits.

The contract prices paid for the work shall include full compensation for furnishing all labor, materials, tools, and equipment, and incidentals, for paying all related fees and expenses, and for doing all the work involved, complete in place, including work shown or specified for which specific contract items are not identified, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer. The Contractor shall proportionally distribute incidental costs associated with work for which specific contract items are not identified among the contract prices for the work for which specific contract items are identified, and no additional compensation will be allowed therefor.
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F. PERMITS, LICENSES AND FEES
The Contractor shall secure all permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work under this contract. The Contractor shall undertake all efforts necessary to develop complete self satisfaction as to the provisions in the various permits and the submission of a bid on this project will be deemed conclusive evidence that the Contractor has done so.

Satisfactory evidence of obtaining the required permits shall be submitted to the Engineer prior to, and as a condition of, issuance of the "Notice to Proceed." The Contractor shall abide by the conditions of said permits and perform all work governed by said permits in conformance therewith and as directed by the Engineer.

Full compensation for all work necessary to obtain and comply with all required permits and licenses, including any and all related fees and expenses, shall be considered as included in the contract prices for the items of work for which the permits and licenses are required, and no additional compensation will be allowed therefor.

1. CITY OF MADERA BUSINESS LICENSE
The Contractor shall obtain a City of Madera Business License for work in City right-of-way, and pay any and all related expenses required for the City of Madera Business License.

Contact Information: City of Madera, Finance Department, 205 W. 4th Street, Madera, CA 93637, (559) 661-5408.

2. CITY OF MADERA STREET WORK PERMIT
The Contractor shall obtain a City of Madera Street Work Permit for work in City right-of-way, and pay any and all related expenses, except that no permit fee will be required for the City of Madera Street Work Permit.

Should the Contractor desire to make preliminary soil investigations in public street rights-of-way, he shall secure the required permits from the appropriate agencies and conform to the requirements thereof.

Contact Information: City of Madera, Engineering Division, 428 E. Yosemite Avenue, Madera, CA 93638, (559) 661-5418.

3. CITY OF MADERA BUILDING PERMIT
The Contractor shall obtain a Building Permit for the associated electrical work and pay any and all related fees and expenses.

Contact Information: City of Madera, Building Division, 205 W. 4th Street, Madera, CA 93637, (559) 661-5440.

4. OTHER PERMITS
The Contractor shall obtain any and all other permits that may be required for the work, and pay any and all related fees and expenses.

Should the Contractor desire to make preliminary soil investigations in public street rights-of-way, he shall secure the required permits from the appropriate agencies and conform to the requirements thereof.
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G. COMPLIANCE WITH SAFETY CODE
In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours.

The duty of the Engineer to conduct construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's safety measures in, on or near the construction site. This review does not relieve the Contractor of any duties, obligations and responsibilities for compliance with the safety codes nor does it place any responsibility upon the Engineer for the Contractor's compliance with all appropriate safety requirements. The Contractor shall comply with all applicable codes, including the regulations and safety orders of the California Department of Industrial Relations, 2550 Mariposa Street, Fresno, California 93721, (559) 445- 5302.

H. JOB SAFETY AND SPECIAL WORKER PROTECTION FROM TOXIC OR EXPLOSIVE GASES
The Contractor shall comply with the provisions in the Construction Safety Orders, Tunnel Safety Orders and General Safety Orders issued by the California Department of Industrial Relations, as well as all other applicable laws, ordinances and regulations.

In conformance with said Safety Orders, the Contractor shall protect workers from toxic or explosive gases by providing whatever testing equipment and other special equipment that may be needed to detect the presence of and to remove such toxic or explosive gases found to exist in any underground facilities involved in the work, whether these facilities are newly constructed or existing.

The above-named requirements of the California Department of Industrial Relations are minimum requirements. In addition, the Contractor shall provide, for the life of the contract, similar protection for any person, including the Engineer or any authorized representatives thereof, subcontractors, or any other person authorized or required to enter such underground facilities for inspection, repairs, or any other reason.

I. MINIMIZING NOISE IMPACTS OF CONSTRUCTION
The following measures shall be implemented by the Contractor to minimize noise impacts during construction:

The Contractor shall conduct all operations in conformance with the Noise Regulations in the Municipal Code of the City of Madera.

To minimize potential annoyance related to construction noise, advance notice of the proposed construction times shall be given to all residents and other occupants of structures along the route of the project. At least 5 working days notice shall be given to all residents, except that at least 2-weeks notice shall be given to noise-sensitive facilities, such as schools, churches, etc.

Noise generating activity shall be limited to the hours of 7:00 am to 7:00 pm, Monday through Friday. Construction activities shall occur only during daylight hours, unless special permission in writing is obtained from the Engineer. If nighttime construction is allowed at a location, advance scheduling information shall be provided to nearby residents. Unnecessary noise, such as idling vehicles, shall not be allowed during nighttime construction. 5-4
Construction activities, except of an emergency or maintenance nature, shall not occur on Saturdays or Sundays.

All construction equipment shall be equipped with proper mufflers and other noise suppression devices, insofar as practicable.

None of the above shall be interpreted to allow construction at any time not in conformance with jurisdictional agencies' laws, rules or ordinances regulating allowable hours of work and allowable noise levels.

J. COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 This Contract is subject to all terms and conditions of the OCCUPATIONAL SAFETY AND HEALTH ACT of 1970, the California Occupational Safety and Health Act and their present and future amendments.

The Contractor expressly assumes responsibility for compliance therewith and warrants that all materials, supplies and equipment provided or installed pursuant to this Contract, whether provided by the Contractor, subcontractor, or a supplier, fully satisfy the requirements in said Acts.

The Contractor shall, upon insertion in each contract with a subcontractor or supplier of a clause by which the subcontractor or supplier warrants such compliance, be relieved of responsibility by the subcontractor or supplier.

K. MAINTAINING DRAINAGE
The Contractor shall provide and maintain drainage for the existing street sections or other areas of work. Temporary provisions for drainage of any area during construction where existing drainage facilities have been damaged or altered as a result of the Contractor’s operations shall be made by the Contractor as directed by the Engineer.

The Contractor shall be responsible for all damages to public or private property incurred due to failure to provide adequate drainage within and through the construction area or due to blockage of existing drainage facilities at or upstream from the area of work.

L. EXISTING UTILITIES
Reference is made to Section 5 of the City Standard Specifications and these Special Provisions.

The Contractor shall notify Underground Service Alert (USA) by telephone, calling “811” at least 48 hours prior to the beginning of any excavation work, and request field marking of existing utility facilities in the work area.

Please email or call to confirm a field meet, before any of your work begins (a minimum of two days’ notice is required).

Any unauthorized digging will be addressed as a threat to public safety and could result in notification to the relevant authorities.

M. SPECIAL REQUIREMENTS NEAR NATURAL GAS TRANSMISSION FACILITIES Reference is made to Subsection 5.01L, “Existing Utilities,” of these Special Provisions The Contractor shall notify PG&E by contacting Rich Franklin by telephone, (559) 263-7279, no less than 48 hours in advance of performing work in the vicinity of natural gas transmission facilities, whether parallel or transverse to the proposed improvements. When required by PG&E, no work shall be done in the vicinity of natural gas transmission facilities unless a PG&E inspector is on hand at the site of the work.
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If PG&E or the Engineer determines that temporary support or bracing of natural gas transmission facilities is necessary during construction, the Contractor shall provide such support or bracing, or shall make arrangements to have PG&E provide such support or bracing, as directed by the Engineer. The Contractor shall bear all costs and expenses associated with temporary support or bracing of existing natural gas transmission facilities, and shall bear all costs and expenses associated with damage to existing natural gas transmission facilities resulting from the Contractor’s operations.

N. COORDINATION WITH UTILITIES AND OTHER CONTRACTORS
The Contractor shall diligently coordinate construction operations with, and shall cooperate with, utility companies and agencies and other contractors conducting operations adjacent to or within the work area to prevent delays or hindrances to the work.

It is possible that utility work conducted by utility agencies or companies, or by contractors performing work under contract to them, may result in delays in the Contractor’s operations, and may require non-continuous operations in the vicinity of utility work when continuous operations would otherwise have been possible. If, in the opinion of the Engineer, a delay is unavoidable and directly attributable to such utility work, a time extension will be granted to account for the delay. However, if the delay is due to the Contractor’s failure to diligently coordinate construction operations with the utility work, in the opinion of the Engineer, no time extension will be granted.

The Contractor shall not be entitled to compensation for reasonable delays of utility work.

O. COMPACTION TEST METHODS
Maximum dry density and field density and Relative Compaction determinations shall conform to the provisions in ASTM D1557, and California Test Method 216 and 231. Field density and moisture content determinations shall conform to the provisions in ASTM D1556, D2922, and/or D3017.

P. COSTS RELATED TO COMPLIANCE WITH ADDITIONAL CONDITIONS Full compensation for all work and expenses involved in compliance with the additional conditions contained in this section, including work attributable to delays, non-continuous operations and multiple move-ins required as a result of coordination with utilities and other contractors, shall be considered as included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.

5.02 DESCRIPTION AND ORDER OF WORK
The work in general consists of widening and intersection improvements to Olive Avenue and Knox Street, to Arterial Street standards including: concrete curbs, gutters, sidewalk and ADA ramps. Street construction includes removal of existing pavements, grading of roadway subgrade, placing aggregate base, and asphalt concrete paving. Also included is the installation of a new traffic signals system, and electrical service pedestal and meter for street lighting.

The Order of work for the construction of this project must accommodate the heavy traffic volumes at the intersections and is required to keep at least one lane in each direction open to traffic at all times. Construction operations cannot disrupt or create unsafe conditions for the traffic flows and pedestrian accessibility and mobility.
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The Primary Contractor is required to coordinate and cooperate with other Contractors anticipated to perform construction work within the project limits during the construction staging of the road project under this contract.

5.03 PROSECUTION AND PROGRESS
Beginning of Work. - The Contractor shall begin onsite construction operations within ten (10) calendar days of the commencement date specified by the City in the Notice to Proceed.

Progress Schedule. - The Contractor shall diligently prosecute this work to completion no later than One Hundred twenty (120) calendar days total after the commencement date specified by the City in the Notice to Proceed. All work, must be completed within the One Hundred Twenty (120) calendar days allotted to the project.

At least seven (7) calendar days prior to the commencement date, the Contractor shall submit a proposed progress schedule. The schedule shall indicate the dates proposed for beginning and completion of each part of the work. The schedule will be reviewed by the Engineer for practicability with respect to overall completion time. No on-site construction operations shall begin prior to the date of the Engineer's approval of the Contractor's proposed progress schedule.

5.04 MOBILIZATION
“Mobilization” shall consist in the movement of personnel, equipment, supplies, and incidentals to the project site, and including any remobilization necessary because of the required construction schedule and/or order of work sequencing as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

Progress payments for mobilization will be as specified in Section 9-1.16D Mobilization of the State Standard Specifications.

5.05 STORM WATER POLLUTION PREVENTION
A. GENERAL

1. Summary
This site is covered by the Construction General Permit issued by the State Water Resources Control Board (SWRCB) under the National Pollution Discharge Elimination System permit program of the Environmental Protection Agency. The Contractor shall be fully aware of the requirements under this Permit including the latest amendments. A full copy of the General Permit and most recent orders can be found at the State Water Resources Control Board website, at:
https://www.waterboards.ca.gov/water_issues/programs/stormwater/constpermits.shtml.

This project will require a Storm Water Pollution Prevention Plan (SWPPP). The Contractor shall have the SWPPP prepared by a QSD (Qualified SWPPP Developer) in accordance with the guidelines contained in the Construction General Permit under the National Pollution Discharge Elimination System (NPDES) permit program of the Environmental Protection Agency (EPA).

A Notice of Intent (NOI) to be covered by the Construction General Permit will be processed by the Contractor using the California Stormwater Multiple Applications and Report Tracking System (SMARTS), which is found online at
https://smarts.waterboards.ca.gov/smarts/faces/SwSmartsLogin.xhtml. The Contractor will setup and prepare the NOI as a “Data Entry Person” including the attachment of the SWPPP prepared by the Contractor’s QSD. The Contractor will notify the City of Madera once the NOI is ready for 5-7
the City’s Signatory Approval and submission to the SWRCB. The NOI will be approved prior to work commencing and the fees therefore will be paid by the City of Madera.

The Contractor, under the terms of this Contract, is the operator of the site. It is therefore the Contractor’s responsibility to have a QSP (Qualified SWPPP Practitioner) implement and maintain the Best Management Practices (BMP) contained in the SWPPP.

Upon approval of the SWPPP, the Contractor is responsible throughout the duration of the project for installing, constructing, inspecting, and maintaining the control measures included in the SWPPP and any amendments thereto and for removing and disposing of temporary control measures. In addition, the Contractor is responsible throughout the duration of the project for monitoring and sampling discharge flows as specified in the SWPPP and any amendments thereto. Unless otherwise directed by the Engineer or specified in these Special Provisions, the Contractor's responsibility for SWPPP implementation shall continue throughout any temporary suspension of work ordered in conformance with the provisions in Section 8-1.06, " Suspensions," of the State Standard Specifications. Requirements for installation, construction, inspection, maintenance, removal, and disposal of control measures are specified in these Special Provisions.

Following completion of the construction project, the City of Madera will prepare and submit the executed NOT to the Central Valley Regional Water Quality Control Board (RWQCB) through SMARTS for termination of General Construction Permit coverage. Conditions for termination of General Construction Permits can be found in Order No. 2009-2009-DWQ.

2. SUBMITTALS
a) SWPPP
b) Addenda to SWPPP
c) Reports required by the SWPPP
B. STORM WATER POLLUTION PREVENTION PLAN

1. The SWPPP will be prepared by a QSD in accordance with the guidelines contained in the General Construction Permit issued by the SWRCB under the NPDES permit program of the EPA.

2. The intent of the Construction General Permit is to protect the quality of the receiving waters of the United States by limiting the quantity of pollutants in rainfall runoff from construction sites. In order to accomplish this goal, each construction activity is 5-8
required to prepare a plan that will govern work operations and activities to lessen the probability that pollutants will be present in rainfall runoff from their site.

3. This site will be covered by the General Construction Permit by the time construction begins.
a. All construction activity must comply with the conditions of the permit. b. Copies of the approved NOI will be provided to the Contractor to place in the appropriate appendix of the SWPPP when the NOI is available.

4. The Contractor’s QSD will prepare the SWPPP to comply with the General Construction Permit.
a. The Contractor, under the terms of this Contract is the Operator of the site. It is therefore the Contractors responsibility to faithfully and fully implement the BMP contained therein.
b. Failure to implement BMP’s as required to meet the intent of the General Construction Permit and the SWPPP is a breach of state and federal laws. c. Punishment for breaking the law can result in fines and imprisonment.

5. The BMP’s contained in the SWPPP must meet the intent of the General Construction Permit.
a. The Contractor’s QSP must provide, implement, and carry out the BMP’s that comply with the General Construction Permit regardless of the BMP’s contained in the attached SWPPP.
b. The Contractor’s QSP shall bear full responsibility for reviewing the BMP’s contained in the SWPPP, ascertaining the BMP’s ability to provide adequate controls, and implementing the BMP’s or implementing others deemed by the Contractor/QSP to better accomplish the intent of controlling the quality of runoff water from the Project Site.
c. The Contractor’s QSP will submit any BMP changes made in the field as an addendum to the SWPPP to the SWRCB and the SWPPP will reflect any changes made.

6. Amendments to the SWPPP shall be submitted to the Engineer for review and approval in the same manner specified for the initially approved SWPPP. Approved amendments shall be dated and logged in the SWPPP. Upon approval of the amendment, the Contractor shall implement the additional control measures or revised operations.

C. EXECUTION

1. APPLICATION
a. General Requirements
1) The Contractor is to comply with the conditions of the General Construction Permit.
2) The SWPPP is prepared to aid the Contractor in complying with the General Construction Permit.
3) Services to be provided and maintained from commencement of Work until final acceptance.
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b. Best Management Practices
1) Under the terms of this contract, the Contractor is the Operator of the Site and it is the Contractor’s responsibility to faithfully and fully implement the BMP’s. 2) Should the Contractor deem the BMP’s in the SWPPP are inadequate to meet the requirements of the General Construction Permit, the Contractor shall implement new BMP’s that are equal to or better than those contained in the SWPPP.
a) Should the Contractor implement new BMP’s, he shall prepare all addenda to the SWPPP required by the General Construction Permit. 3) Failure to implement the BMP’s as required to meet the intent of the General Construction Permit and the SWPPP is a breach of state and federal laws. a) Punishment for breaking the law can result in fines and imprisonment.

2. FIELD QUALITY CONTROL
a. Monitoring of BMP’s
1) Monitoring by Contractor’s QSP
a) Carry out the Monitoring Program required by the SWPPP. b) Prepare all reports required by the SWPPP.
2) Monitoring by City
a) The City will monitor the Contractor’s implementation and maintenance of the BMP’s.
b) Should the City determine that the Contractor’s efforts fail to meet the requirement of the General Construction Permit, the SWPPP, and SWPPP amendments, the City reserves the right to that of the following actions:
• Notify the SWRCB of the perceived failure of the contractor to comply with the General Construction Permit and SWPPP.
• Withhold an amount of money from the Contractor’s Payment Request, equal to the City’s estimate of the value of the work required to implement and maintain the required BMP’s.
• Hire a separate contractor to perform work required to implement and maintain the BMP’s and deduct the costs thereof from the Contractor’s Payment.
3) If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified control measure, the deficiency shall be corrected immediately. The deficiency may be corrected at a later date and time if requested by the Contractor and approved by the Engineer in writing, but not later than the onset of subsequent precipitation. The correction of deficiencies shall be at no additional cost to the City.
b. Availability of SWPPP
1) The Contractor shall keep copies of the SWPPP and addenda thereto in the following locations:
a) Contractor’s General Business Office
b) Contractor’s Project Site Field Office
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c) Construction manager’s Jobsite office
2) The SWPPP shall be available for public inspection at any time during normal business hours.
3) The Contractor shall make an electronic copy of the SWPPP available to the City.

3. CLEANING
a. Removal of BMP’s
1) Completely remove from the Project Site all materials used to construct and maintain the BMPs upon completion of the Project.
a) Under written agreement and with the approval of the Owner, the Contractor may assign maintenance and removal responsibilities to a subsequent contractor for later work phases at the Project Site.

5.06 SJVAPCD REQUIREMENTS
Due to the anticipated disturbed area, the Contractor shall prepare a Dust Control Plan and Emission Control Plan in conformance with San Joaquin Valley Unified Air Pollution Control District (SJVUAPCD) requirements, and shall submit the plan to, and obtain the approval of, both the Engineer and SJVUAPCD.

Additional information for the Dust Control Plan and Emission Control Plan can be obtained at the following location:

San Joaquin Valley Air Pollution Control District
Central Region Office
1990 East Gettysburg Avenue
Fresno, CA 93726
Phone: (559) 230-5950
Fax: (559) 230-6062
The Contractor shall faithfully implement the plan during all work carried out under this contract.

5.07 DUST CONTROL PLAN
This work shall consist of providing and maintaining dust control about the site of the work, including any haul roads to or from the site, by whatever means are necessary, such as watering, sweeping or oiling, so as to cause the least possible dust nuisance to the public. Reference is made to Section 7-8, “Project Site Maintenance,” of the City Standard Specifications.

In the event, a Dust Control Plan is not required to be submitted for this project, in conformance with the San Joaquin Valley Air Pollution Control District (SJVACPD) per Reg VIII requirements, dust control shall still be discussed in the SWPPP or WPCP. The Contractor shall provide a Construction Notification Form 48 hours prior to the commencement of any earthmoving activity and obtain approval of, both the Engineer and SJVAPCD. The Contractor shall faithfully implement the plan during all work carried out under this contract.

The Contractor shall comply with the Fugitive Dust rules as established by the San Joaquin Valley Unified Air Pollution Control District. Specifically: Rule Nos. 8010 – Fugitive Dust Administration Requirements; 8020 – Dust Control Requirements for Construction, Demolition, Excavation, Extraction activities and Other Earthmoving Activities; 8030 – Dust Control Requirements for Handling and Storage of Bulk Materials; 8070 – Dust Control Requirements for Vehicle and/or Equipment Parking, Shipping, Receiving, Transfer, Fueling and Service Areas. 5-11
The Contractor shall designate a person or persons to monitor the dust control program and to order increased watering, as necessary, to prevent transport of dust. Their duties shall include non-working hours, holidays and weekend periods when work may not be in progress. The names and telephone numbers of such persons shall be provided to the Engineer.

The Contractor shall make his own arrangements for and shall provide himself with a satisfactory water supply. The Contractor shall furnish his own equipment for transporting and applying water.

Such equipment shall meet the approval of the Engineer. Water trucks or sprinkler systems shall be used in sufficient quantities to prevent dust raised from leaving the site during clearing, grading, earth moving, excavation, or other activities.

During construction, water trucks or sprinkler systems shall be used to keep all active areas of construction and vehicle movement damp enough to prevent dust from being raised and leaving the site. As a minimum, this shall include wetting down such areas in the late morning and after work is completed for that day. Streets adjacent to the project site shall be swept at least once per day. The frequency of watering and street sweeping shall be increased if determined necessary by the Engineer.

A water truck shall always be kept at the project site during construction.

All material excavated or graded shall be sufficiently watered to prevent excessive dust release.

Watering shall occur at least twice a day with complete coverage, preferably in the late morning and after work is done for the day. After each day's activities cease, the entire area of disturbed soil shall be sufficiently wet down to create a crust.

After clearing, grading, earthmoving, or excavation is completed in any area, the entire area of disturbed soil shall be treated to prevent the wind from picking up soil. This may be accomplished by: spreading soil binders; sufficiently wetting the area down to form a crust on the surface with repeated soakings, as necessary, to maintain the crust and prevent dust from being picked up by the wind; or other methods approved by the Engineer.

The area disturbed by clearing, earth moving, or excavation activities shall be minimized at all times.

All material transported offsite shall be either sufficiently watered or securely covered to prevent excessive amounts of dust.

All clearing, grading, earth moving, or excavation activities shall cease during periods of high winds greater than 20 mph average over one hour.

Onsite vehicle speeds on unpaved surfaces shall be limited to 15 mph.

All internal combustion engines shall be properly maintained and tuned according to manufacturers’ specifications.

Any dust control measure ordered by the Engineer shall be promptly and immediately carried out.

If the Contractor fails to provide dust control measures as specified or ordered by the Engineer within a time period deemed reasonable by the Engineer, the Contractor shall pay to the City liquidated damages of fifty dollars ($50.00) for each half hour, or portion thereof, that elapses from the time the penalty is ordered into effect by the Engineer, until dust control measures as specified or ordered by the Engineer are completely carried out and the dust nuisance is eliminated or prevented. The liquidated damages shall be deducted from monies due or to become due the Contractor.
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In addition to the liquidated damages specified above, if conditions warrant, the Engineer may order City forces to eliminate or prevent the dust nuisance, or may order the work to be done by others. The full cost thereof, in addition to the liquidated damages specified above, shall be deducted from monies due or to become due the Contractor.

The contract lump sum price paid for dust control shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work related to dust control as shown on the plans, in conformance with the provisions of the Contract Documents, and as directed by the Engineer.

5.08 STREET SWEEPING
Street sweeping shall be conducted with approved sweeping equipment where sediment is tracked from the job site onto paved roads and street gutters, as described in the approved Storm Water Pollution Prevention Plan (SWPPP) and in accordance with Section 13-4.03F, “Sweeping”, "Storm Water Pollution Prevention" of these special provisions, and as directed by the Engineer.

The Contractor shall maintain at least one sweeper on the job site at all times during the period that sweeping work is required. Sweepers shall be self-loading, motorized, and shall have spray nozzles, and may include a vacuum apparatus.

Street sweeping shall start at the beginning of clearing and grubbing and shall continue until completion of the project, or as directed by the Engineer. Street sweeping shall be performed so that dust is minimized. If dust generation is excessive or sediment pickup is ineffective as determined by the Engineer, the use of water or a vacuum will be required.

At the option of the Contractor, collected material may be temporarily stockpiled in accordance with the approved SWPPP. Collected material shall be disposed of at least once per week.

5.09 OBSTRUCTIONS
Attention is directed to Section15, "Existing Facilities," of the State Standard Specifications and these Special Provisions.

Prior to the spreading of asphaltic emulsion and/or asphalt concrete surfacing, manhole covers, valve covers, survey monuments, and other underground utility facilities shall be covered with paper or other such material and shall be fully protected from damage or displacement unless otherwise directed by the Engineer.

The Contractor's attention is directed to the aerial utility lines which may interfere with the Contractor's operations. It is the Contractor's responsibility to ascertain the exact location of the facilities for minimum safe clearance distance. Moreover, the Contractor, if necessary, shall make arrangements with the utility companies to temporarily relocate their facilities and pay for the relocation to provide minimum safe clearance.

The aerial utility lines are under the jurisdiction of Pacific Gas and Electric Company, AT&T, and Union Pacific Transportation Company.

The Contractor's attention is directed to the existence of certain underground facilities that may require special precautions be taken by the Contractor to protect the health, safety and welfare of workmen and of the public. Facilities requiring special precautions include, but are not limited to:
conductors of petroleum products, oxygen, chlorine, and toxic or flammable gases; natural gas in pipelines greater than 6 inches in diameter or pipelines operating at pressures greater than 20 psi (gage); underground electric supply system conductors or cables either directly buried or in duct or conduit which do not have concentric neutral conductors or other effectively grounded metal 5-13
shields or sheaths; and underground electrical conductors with potential to ground of more than 300 volts. The Contractor shall notify the Engineer at least 48 hours prior to performing any work in the vicinity of such facilities.

If such facilities are not located on the Plans in both alignment and elevation, no work shall be performed in the vicinity of said facilities until the owner, or his representative, has located the facility by probing, or other means that will locate and identify the facility. Contractor shall assist in locating the facility by potholing, if this method is necessary. If, in the opinion of the Engineer, the Contractor's operations are delayed or interfered with by reason of the utility facilities not being located by the owner or his representative, the City will compensate the Contractor for such delays to the extent provided in Section 8-1.07, "Delays," of the State Standard Specifications, and not otherwise, except as provided in Section 8-1.10, "Utility and Non-Highway Facilities," of the State Standard Specifications.

In the event that the utility facilities mentioned above are not removed or relocated by the times specified and, if in the opinion of the Engineer, the Contractor's operations are delayed or interfered with by reason of the utility facilities not being removed or relocated by said times, the State will compensate the Contractor for such delays to the extent provided in Section 8-1.07, "Delays,"" of the State Standard Specifications, and not otherwise, except as provided in Section 15, "Existing Facilities," of the State Standard Specifications.

Full compensation for conforming to the requirements of this section shall be considered as included in the contract unit prices paid for the various contract items of work, and no separate payment will be made therefor.

5.10 TRAFFIC CONTROL, DETOURS, AND ACCESS
A. GENERAL
Reference is made to Section 7-10 of the City Standard Specifications.

The Contractor shall maintain traffic as required by the permits to be obtained by the Contractor, in conformance with the provisions in the Specifications, and as directed by the Engineer. It shall be the Contractor's responsibility to provide for the convenience and safety of the public and public traffic in connection with construction operations. Traffic control shall be furnished, provided and maintained by the Contractor at all times throughout the life of the Contract.

The Contractor shall secure the site of work at all times. Children shall not be allowed in or along the area of the work, on spoil piles or at other unsuitable locations within the work.

The Contractor shall so conduct construction operations as to cause the least possible obstruction and inconvenience to public traffic and abutting property owners (or tenants), and shall have under construction no greater length or amount of work than can be properly prosecuted with due regard to the rights and safety of the public. Unless other existing streets are designated on the Plans or by the Engineer to be used as detours, all traffic shall be permitted to pass through the work. Residents along the work area shall be provided passage as far as practicable, as determined by the Engineer. Convenient access to driveways, houses and businesses along the road, street, alley, right-of-way, or other work area shall be maintained; temporary trench or pipe crossings shall be provided and maintained in good condition as required to provide such access.

No more than one cross or intersecting street or road shall be closed at any one time in any one general area of the work without the approval of the Engineer.

The Contractor shall keep all Fire Departments, Police and Sheriff's Departments, ambulance companies, public transportation, and school districts informed at all times as to the exact location 5-14
and progress of the work and shall notify them immediately of any streets closed to traffic or impassable for fire-fighting, safety equipment, public transportation or school buses. At least 48 hours in advance of beginning work in any street, alley, or other public thoroughfare, the Contractor shall notify the Engineering department and any other jurisdictional agencies involved and comply with their requirements regarding traffic control and public convenience and safety.

Such notifications shall include the name and telephone number of a responsible person who may be contacted at any hour in the event of a condition requiring immediate correction.

B. CONTRACTOR'S TRAFFIC CONTROL PLAN
A minimum of seven (7) working days in advance of commencing construction on the project, the Contractor shall submit detailed traffic control plans, including any proposed detours, to the Engineer. The Contractor shall obtain the approval of such plans, and any required modifications thereto, by the Engineer prior to the implementation of any traffic control measures and the commencement of any work requiring traffic control.

C. CONSTRUCTION SIGNING AND DELINEATION
The construction area shall be signed by the Contractor in accordance with the latest edition of the California Manual on Uniform Traffic Control Devices (California MUTCD). Signs in place during hours of darkness shall be reflectorized for nighttime visibility in conformance with the provisions in the California MUTCD. Compliance with the provisions in the California MUTCD shall be considered as a minimum requirement and it shall be the responsibility of the Contractor to provide additional safety devices when necessary to maintain a safe condition. Nothing in the Specifications is to be construed as to reduce the minimum standards in the California MUTCD.

All cones, pylons, barricades or posts used in the diversion of traffic shall be provided with flashers or other satisfactory illumination if in place during hours of darkness.

The signing, barricading, and diverting of traffic shall be subject to the approval of the various authorities with jurisdiction over such public streets. The Contractor shall maintain a 24-hour emergency service to remove, install, relocate, and maintain warning devices and shall furnish, names and telephone numbers of persons responsible for this emergency service. In the event these persons do not promptly respond or the authority deems it necessary to call out other forces to accomplish emergency service, the Contractor will be held responsible for the cost of such emergency service.

Suitable advisory signs shall be furnished and maintained by the Contractor, as approved by the Engineer, to advise motorists of scheduled operations or detours that may delay or block traffic in specific areas at specific times.

Suitable advisory signs shall also be furnished and maintained by the Contractor, as approved by the Engineer, to advise motorists of the alternate routes of access to commercial businesses along the work, and to the fact that said businesses remain open during construction. Such signs shall be of suitable size, design and number, to adequately inform the public of the available route(s) of access to the affected businesses, and shall be placed so as to provide such information to vehicles approaching a particular commercial establishment from any direction along public streets. Contractors on adjacent construction units of this project shall coordinate said signs between said construction units to accomplish adequate public notification for this purpose. The proposed size and wording of the signs, and their proposed placement locations and sequencing, shall be submitted to the Engineer, and approval gained therefor, prior to commencing work on this project.
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High level warning is to be used in advance of the project along with the normal construction signs. All signing shall conform to the provisions in the California MUTCD. All signing shall be of standard size, shape and color. Non-standard signs, such as black on yellow "No Left Turn" signs will not be allowed. When a regulatory sign is used to prohibit a vehicular movement, 2 signs shall be used. Example: To prohibit left turns, one sign shall be at the intersection and another 100' to 200' back from the intersection. A complete detailed description of traffic control signs can be found in the California MUTCD.

Where traffic is to be moved out of its normal position, the Contractor shall furnish and maintain lighted arrow boards as required.

Surface mounted channelizers shall be furnished and placed, maintained, and later removed, to separate opposing traffic or to separate work area from a traffic lane, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

Channelizers shall be, at the Contractor's option, one of the following types, or approved equal:

TYPE MANUFACTURER OR DISTRIBUTOR
Safe-Hit SH236SMA Safe-Hit Corporation
930 W. Winton Ave., Building #11
Hayward, CA 94545
Carsonite "Super Duck" SDF436Carsonite International Corp. 2900 Lockheed way
Carson City, NV 89701
Repo "The Replaceable Post" Pacific Autopost, Inc.

P.O. Box 4321
Laguna Beach, CA 95652-4321
Channelizer posts shall be orange in color.

Channelizer bases shall be applied only on a clean, dry surface during periods when the pavement and the air temperature is above 32°F and when the relative humidity is 80% or less.

Channelizer bases shall be cemented to the pavement in accordance with Section 12-3.05, "Channelizers," of the State Standard Specifications.

Channelizers shall be placed uniformly, straight when on tangent alignment and on a true arc when on curved alignment. All layout work to place the channelizers to the proper alignment shall be performed by the Contractor.

Channelizers that are damaged from any cause, during the progress of the work, shall be repaired by and at the expense of the Contractor. Channelizer posts that are displaced or fail to remain in an upright position from any cause, during the progress of the work, shall be replaced immediately by the Contractor to their original locations. Replacement channelizer posts need not be new provided such used material, as determined by the Engineer, is not damaged and is suitable for the purpose intended.

When no longer required for delineation, as determined by the Engineer, channelizers, including bases, shall be removed by the Contractor. Care shall be exercised in the removal of the bases so as to prevent damage to the pavement. Any void left in the pavement, over 1/4 inch depth, as a result of the removal of the bases, shall be repaired by and at the expense of the Contractor. 5-16
Existing striping and road stencil work which conflicts with detour layout shall be blacked out with approved black paint. Conflicting signs shall be temporarily covered. Upon completion of the work in the area, such modifications shall be returned to their original state. All of these operations shall be the responsibility of the Contractor.

D. PERMANENT TRAFFIC CONTROLS
All existing permanent traffic control signs, barricades, and devices shall remain in effective operation, unless a substitute operation is arranged for and approved as a portion of the detailed traffic control plan specified above.

E. PEDESTRIAN WALKWAYS
A minimum of one 4-foot-wide pedestrian walkway shall be maintained and safely delineated along each public street at all times during construction.

The Contractor shall maintain pedestrian crossings at signals with adequate visibility for approaching traffic.

Pedestrian crossings of the work shall be provided and maintained by the Contractor at intervals not exceeding 300 feet, unless otherwise approved by the Engineer.

All pedestrian walkways and crossings, whether temporary or permanent, shall be compliant with the Americans with Disabilities Act.

F. ACCESS TO ADJACENT PROPERTIES
Prior to restricting normal access from public streets to adjacent properties, the Contractor shall notify each property owner or responsible person, in writing, providing information as to the nature of the access restriction, the approximate duration of the restriction, and the best alternate access route for that particular property. Such notification shall be made 48 hours in advance of said restriction. A copy of said notification shall be submitted to the Engineer.

Access, as determined by the Engineer, from public streets to all adjacent properties shall be maintained by the Contractor at all times during the construction. During working hours, pedestrian access to homes, churches, businesses, and access to neighborhoods, although at times inconvenient, shall be maintained. During non-working hours, convenient access shall be restored. Such access may be provided by means which may include, but not be limited to, steel plates, steel ramps, etc.

Vehicular access shall be maintained by the Contractor at all times to the following:

1. All commercial establishments.

2. All schools.

3. All active agricultural operations.

Such access shall be provided by alternate use of multiple access points, if available, or by construction of a temporary access as necessary, which may include, but not be limited to, steel plates, steel ramps, etc.

Where interruptions to access are allowed, every effort shall be made to restore the access at the earliest possible time. Access along the street shall be provided at all times for emergency vehicles.

Where adequate room is not available in the street for temporary storage of trench spoil, such material shall be removed from the street to a site obtained by the Contractor, and then returned 5-17
to the trench for backfill. Full compensation for such removal and replacement shall be included in the amount bid for the various items requiring excavation and no separate payment shall be made therefor.

Safe, adequate, continuous and unobstructed pedestrian and vehicular access shall be maintained to all fire hydrants along the work.

The Contractor shall cooperate with the various parties involved in the delivery of mail, the collection and removal of trash and garbage, and the bus or van transportation of students to and from schools, to maintain existing schedules for these services. When so directed by the Engineer, the Contractor shall maintain, or provide for temporary relocation of, existing public transportation stops.

G. TEMPORARY FENCING AT CONSTRUCTION SITES
In all cases where a construction site is left unattended, such as overnight or over non-working days, a temporary 6-foot high chain link fence shall be erected by the Contractor around the construction site. Said fencing shall be maintained by the Contractor to provide protection from entry into the construction area.

H. RESTRICTIONS ON TIMES WHEN CONSTRUCTION MAY OCCUR
Where shown on the Plans or the Contractor’s traffic control plans as approved by the Engineer, or required by the Specifications, work at various locations shall be restricted to certain hours of the day or night.

If the Contractor fails to complete operations within the restrictions set forth, or commences work prior to the allowable time period, the Contractor shall pay to the City a liquidated damage of fifty dollars ($50.00) for each half hour, or portion thereof, which elapses within said restricted period in violation of this restriction. Such liquidated damages shall be deducted from any monies due or to become due the Contractor and are in addition to any liquidated damages specified in the Contract Documents.

5.11 WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND The Contractor shall comply with the provisions in the Construction Safety Orders, Tunnel Safety Orders, and General Safety Orders issued by the California Department of Industrial Relations, and shall comply with the provisions in the Federal Occupational Safety and Health Administration's regulations, as well as all other applicable laws, ordinances and regulations, as they pertain to the protection of workers from the hazard of caving ground.

In compliance with the provisions in Section 6705 of the Labor Code of the State of California, the Contractor shall obtain the approval and acceptance of the Engineer in advance of the excavation of any trench or trenches, jacking or receiving pits, or other pits, 5 feet or more in depth, of detailed plans showing the design of shoring, bracing, sloping, or other provisions to be made by the Contractor for worker protection from the hazard of caving ground during the excavation of trenches and pits, and during any other period that workers may be exposed to such hazard.

Where such plan varies from the shoring system standards established by the California Department of Industrial Relations, or, if other qualifying conditions exist as set forth in the Federal or State regulations (such as depth of excavation in excess of 20 feet), the plan shall be prepared by a Registered Civil or Structural Engineer.

The requirements of the California Department of Industrial Relations, and the Federal regulations for the provision of worker protection from the hazard of caving ground, and all other applicable laws, ordinances and regulations, are minimum requirements. In addition, the Contractor shall 5-18
provide, for the life of the Contract, the same protection for any person, including the Engineer or any of his authorized representatives, subcontractors, or any other person required to be exposed to such hazard in the performance of the work, inspection of the work, or for any other reason.

The Contractor shall provide, at his expense, protective measures as necessary for testing personnel and other inspectors during the excavation, pipe bedding, pipe installation, backfill and compaction processes. This shall consist of additional shielding, shoring, sloping, or other procedures as necessary to adequately protect said personnel and provide adequate working room during testing and inspection.

5.12 CLEARING AND GRUBBING
“Clearing and Grubbing” shall consist of the removal and disposal of concrete, asphalt material, trees, roots, stumps, limbs, buried logs, wood, lumber, existing turf, buried trash, trash piles, vegetation to be removed, irrigation pipes and rise, standpipes, structures, pipes, debris, temporary detour improvements, removal and salvaging of existing signs, and any other obstructions and objectionable material within the limits of the work which are encountered during excavation for and installation of the proposed improvements.

The Contractor shall remove tree roots and stumps to a depth of 3 ft in such a way that no damage to underground facilities occur. The spaces left by removal of trees shall be backfilled with material free from deleterious material and compacted to 90% maximum density.

Contractor shall immediately restore landscape irrigation system facilities disturbed as a result of the Contractor’s operations and provide temporary landscape irrigation during the period of such disturbance. Loss of plants and lawn due to damage or lack of care by the Contractor shall be replaced, in like kind, at the Contractor’s expense.

Removed materials shall be disposed of outside the highway right-of-way as provided in Section 15-2.03, “Disposal”, of the State Standard Specifications.

Full compensation for clearing and grubbing, and disposing of to an approved location, shall be considered as included in the contract lump sum price paid for clearing and grubbing, and no separate payment will be made therefor.

5.13 EXISTING HIGHWAY FACILITIES (MISCELLANEOUS)
Attention is directed to Section 15, "Existing Facilities,” of the State Standard Specifications and these Special Provisions.

The Contractor shall remove existing fences that are shown on the Plans as to be removed or that interfere with construction of the proposed improvements. Where existing fencing is removed, and not replaced with new fence, the Contractor shall construct end or corner posts, as appropriate, at the limits of fence removal. The work shall conform to the design of the existing fence facilities and shall be equal in all respects to the best portions of the existing facilities. The work shall be performed in accordance with the requirements of the State Standard Specifications for new work of similar character which apply to the type of fence facility removed.

Existing roadside signs that interfere with construction, or are shown on the Plans as to be removed, shall be removed and disposed of, except that sign panels shall be salvaged. Existing roadside signs shall not be removed until replacement signs have been installed or until the existing signs are no longer required for the direction of public traffic, unless otherwise directed by the Engineer. Concrete sign post foundations shall be removed and disposed of, and the resulting holes shall be backfilled and compacted with material equivalent to the surrounding material.
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The Contractor shall protect existing utility poles for duration of the project or until they are removed by the various utilities.

Existing pipe (including casing pipe), drainage inlets, and manholes, where shown on the Plans to be removed, shall be completely removed and disposed of. Frames, covers, and grates shall be removed and salvaged.

Removed materials shall be disposed of outside the right-of-way.

Full compensation for removal of miscellaneous existing highway facilities, including salvaging sign panels, frames, covers and grates, and including plugging ends of casing pipes, shall be considered as included in the contract lump sum price paid for clearing and grubbing, and no separate payment will be made therefor.

5.14 EXISTING HIGHWAY FACILITIES (CONCRETE & ASPHALT CONCRETE) Attention is directed to Section 15, "Existing Facilities”, of the State Standard Specifications and these Special Provisions.
“Clearing and Grubbing” shall consist of the removal and disposal of concrete curb and gutter, concrete sidewalk, concrete median, asphalt concrete, saw cutting of concrete or asphalt concrete as required, and any other obstructions and objectionable material within the limits of the work which are encountered during excavation for, and installation of the proposed improvements.

Concrete, where shown on the Plans to be removed, shall be removed as provided in Section 15-

1.03B, “Removing Concrete,” of the State Standard Specifications. Broken concrete resulting from the removal of existing concrete curbs or from the adjustment or relocation of existing facilities and other concrete items shall be removed.

Removed materials shall be disposed of outside the right-of-way.

Full compensation for removal of existing concrete highway facilities, including curb, curb and gutter, sidewalk, and driveway, shall be considered as included in the contract lump sum price paid for clearing and grubbing, and no separate payment will be made therefor.

5.15 EXISTING HIGHWAY FACILITIES (ADJUSTMENT AND RELOCATION) Attention is directed to Section 15, "Existing Facilities," of the State Standard Specifications and these Special Provisions.

Frames and covers of existing manholes, cleanouts, water valves, or other facilities shall be adjusted to grade as shown on the plans, in conformance with the specifications and special provisions.

Existing water service and meters shall be relocated as provided in Subsection 5.27, "Water Facilities," of these Special Provisions – Technical.

Broken concrete or other materials resulting from the adjustment or relocation of existing highway facilities shall be removed. Removed materials shall be disposed of outside the right-of-way.

5.16 REMOVE EXISTING STREET PAVEMENT AND BASE
Attention is directed to Section 15, "Existing Facilities,” of the State Standard Specifications and these Special Provisions.

Existing asphalt concrete pavement and base shown on the Plans to be removed shall be removed to the bottom of the existing pavement and base. Material resulting from pavement and base removal shall be broken into pieces 3 inches or less. Material 2 inches or less, in greatest 5-20
dimension, may be used as recycled aggregate base in accordance with Section 12 of the Standard Specifications. Prior to removal of pavement, the existing pavement striping and markings shall be removed in compliance with these Special Provisions Where a portion of existing pavement is to be removed, the outline of the area to be removed shall be cut on a neat line with a power-driven saw to a minimum depth of 4 inches before removing the pavement and base.

The pavement and base material removed from the roadway surface shall become the property of the Contractor. At the Contractor’s option, the material removed from the roadway surface may be utilized in the lower half of the Class 2 Aggregate Base layer for roadway construction, where the use of Class 2 Aggregate Base is shown on the Plans. Reference is made to Subsection 12- 5 of the City Standard Specifications for use of Recycled Materials.

Removed pavement and base materials shall be delivered to a materials recycling center if not used as Aggregate Base.

Location Beginning
Location/Station
Ending
Station/Location
Pavement Structural Section
Thickness
Knox 51+28 54+20 4.2 inches
Olive 38+55 39+76 5.4 inches
The total estimated quantity of pavement and base removal, calculated as described above and shown in the proposal form, is hereby designated a final pay quantity, in accordance with the provisions of Section 9-1.02C, “Final Pay Item Quantities,” of the State Standard Specifications.

5.17 EARTHWORK
Earthwork shall conform to the provisions in Section 11, “Excavation & Grading,” of the Standard Specifications and these Special Provisions.

In addition to the foregoing requirements, all material placed within the upper 18 inches of subgrade below pavement sections shall have an R-value of at least 50. The existing soil has a R-value range of 35 to 63 and may be used as trench backfill and for final subgrade.

The depth of 95 percent relative compaction shall be below the grading plane for the entire width of new pavement and curb and gutter as shown on the Typical Sections of the construction plans.

Surplus or unsuitable excavated material other than removed pavement shall become the property of the Contractor and shall be disposed of outside the right-of-way in accordance with the provisions in Section 7-1.13 of the State Standard Specifications.

5.18 SAWCUTTING
Saw-cutting shall consist of sawing either Portland cement concrete or asphalt concrete to a minimum depth of four (4) inches with an abrasive type saw, to the lines shown on the Plans and as directed by the Engineer.

The Contractor shall protect all sawcut edges from damage. Should any sawn edge become damaged, the Contractor shall re-saw the edge at his expense. 5-21
Full compensation for saw-cutting, including protecting the sawed edge, shall be considered as included in the contract prices paid for the items for which saw-cutting is required, and no additional payment will be made therefore.

5.19 AGGREGATE BASE
Aggregate base shall be Class 2, ¾ inch maximum, and shall conform to the provisions in Section 26, "Aggregate Bases," of the State Standard Specifications and these Special Provisions.

Recycled aggregate base shall conform to the provisions in Section 12-5 “Use of Recycled Materials” of the City Standard Specifications. Recycled aggregate base (source) shall be tested or have been tested within the last 60 days.

5.20 ASPHALT CONCRETE (TYPE A HMA)
Asphalt concrete shall be Type A Hot Mix Asphalt and shall conform to the provisions in Section 39, "Asphalt Concrete," of the State Standard Specifications and these Special Provisions.

The aggregate for the asphalt concrete lower courses shall conform to the grading specified for ¾ inch maximum, medium grading. The aggregate for the asphalt concrete surface course shall conform to the grading specified for ½ inch maximum, medium grading. The aggregate for Miscellaneous Asphalt Concrete shall be ½ inch maximum, medium grading.

A paint binder (tack coat) of mixing type emulsion shall be applied between the layers of asphalt concrete at the rate of 0.02 to 0.10 gallon per square yard of the surface to be covered. The exact rate will be determined by the Engineer. The paint binder (tack coat) shall comply with the requirements in Section 39-4.02 of the State Standard Specifications. The payment for the furnishing and application of paint binder (tack coat) shall be included in the bid item for Asphalt Concrete and no separate payment will be made therefore.

Conformance with the grading requirements will be determined by California Test 202 prior to the addition of asphalt binder at the plant. Frequencies of testing will be determined by the Engineer.

Asphalt binder shall be PG 64-10 in conformance with Section 92, “Asphalt Binders”, of the State Standard Specifications.

FOG SEAL
Fog seals consist of a light spray application of diluted asphalt emulsion used primarily to seal an existing or rehabilitated asphalt surface to reduce raveling and enrich dry and weathered surfaces.

A Fog Seal coat, SS1H or approved equal shall be applied to the new asphalt concrete pavement, and shall conform to the provisions in Section 37 of the State Standard Specifications and as directed by the Engineer. The Fog Seal application shall be applied within seven (7) days after the asphalt concrete paving is completed. No cover material is applied.

5.21 CONCRETE CONSTRUCTION
Concrete curb and gutter, concrete curb, terminal sections, concrete ramps, concrete driveway approaches, alley approaches and concrete sidewalk shall conform to the provisions in Section 14, “Concrete Improvements,” of the Standard Specifications, Section 73, “Concrete Curbs and Sidewalks,” of the State Standard Specifications, Standard Drawings ST-1, ST-8, ST-12, ST-13A, ST-13B, ST-15, ST-16, and these Special Provisions.

Curb and gutter and drive approaches shall be constructed such that each property shall not be denied access to driveways for more than five calendar days including all excavation, forming, and concrete curing time.
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The locations of the concrete sidewalk curbs shown on the Plans are locations where concrete sidewalk curbs are expected to be required. However, the actual locations may vary depending on the actual field conditions. The height of the concrete sidewalk curbs will vary as required to match both the existing and proposed improvements at the back of the new sidewalk.

Concrete curb and concrete curb and gutter will be measured by the linear foot, constructed as shown on the Plans, as specified in the State Standard Specifications and these Special Provisions, and as directed by the Engineer. Terminal sections and depressed sections will be measured as part of the concrete curb, or concrete curb and gutter, with which they are constructed.

The contract unit prices paid for concrete construction items shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all of the work involved in concrete construction, complete in place, including excavation and backfill and curing, as shown on the Plans, as specified in the Standard Specifications, these Special Provisions and as directed by the Engineer. Quantities will be measured from the back of adjacent curbs.

5.22 NOT USED

5.23 ROADSIDE SIGNS
The work under this section shall consist of furnishing all materials and installing median and roadside signs, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer. Reference is made to Section 56-2, “Roadside Signs”, of the State Standard Specifications.

Roadside signs shall conform to the provisions in Part 2, Signs”, of the California Manual on Uniform Traffic Control Devices, and the Traffic Signs Specifications of the Caltrans Traffic Operations Office of Signs, Markings and Permits. Ground-mounted roadside signs shall be installed on a single steel post in conformance with the details shown on Standard Drawing ST25. Roadside signs mounted on street light poles, traffic signal standards, or other roadside facilities shall be installed using stainless steel strapping and saddle brackets, in conformance with the details shown on State Standard Plan RS4.

Signs to be relocated shall be removed, salvaged and stored by the Contractor until they can be installed. Contractor shall replace any damaged or lost signs at no expense to the Owner.

5.24 REMOVAL OF PAVEMENT STRIPING AND MARKINGS
This work includes removing existing traffic stripes and pavement markings at the street locations shown on the plans.

The Engineer shall determine the presence of lead in the existing striping. If found, Contractor shall submit a lead compliance plan in accordance with Section 7-1.02K(6)(j)(iii), “Lead Compliance Plan”, of the State Standard Specifications.

Waste residue from removal of thermoplastic and painted traffic stripe and pavement marking is a non-hazardous waste residue and contains lead in average concentrations less than 1000 mg/kg total lead and 5 mg/L soluble lead. This waste residue does not contain heavy metals in concentrations that exceed thresholds established by the Health and Safety Code and 22CA Code of Regulations, and is not regulated under the Federal Resource Conservation and Recovery Act (RCRA), 42 USC $6901 et seq.
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The Contractor is responsible for surveying and referencing out centerline, painted markings, starting and stopping points of permanent raised and recessed pavement parkers, and utility covers. The Contractor shall be responsible for ensuring that crosswalks are ADA compliant.

If temporary centerline tabs are used to reference centerline, Contractor’s attention is directed to Section 12-6, “Temporary Pavement Delineation”, of the State Standard Specifications.

5.25 PAVEMENT STRIPING AND MARKING
Painted traffic stripes (traffic lines) and pavement markings shall be thermoplastic and applied in conformance with the provisions in Section 84, “Traffic Stripes and Pavement Markings," of the State Standard Specifications and these Special Provisions.

The crosswalks at the intersections shall be painted in conformance with the provisions in Section 84-2, "Traffic Stripes and Pavement Markings," of the State Standard Specifications and these Special Provisions.

For each batch of thermoplastic, paint and glass beads for traffic stripes and pavement markings, the Contractor shall submit to the Engineer:

1. Certificate of Compliance under Section 6-1.07, “Certificate of Compliance”, of the Standard Specifications

2. Department’s Material Engineering and Testing Services notification letter stating the material is approved for use

3. Material Safety Data Sheet
Traffic stripe and pavement marking paint shall conform to the requirements in State Specification No. PTWB-01R2.

The color of the painted traffic stripes and pavement markings shall conform to the requirements in ASTM D 6628-01.

Retro-reflectivity of the paint traffic stripes and pavement markings shall conform to the requirements in ASTM D 6359-99. White painted traffic stripes and pavement markings shall have a minimum initial retro-reflectivity of 250 mcd⋅m-2
⋅lx-1. Yellow painted traffic stripes and pavement
markings shall have a minimum initial retro-reflectivity of 150 mcd⋅m-2 ⋅lx-1.

Within 14 days of applying a painted traffic stripe or painted pavement marking, the retroreflectivity of the traffic stripe or pavement marking shall be a minimum of 250 millicandelas per square meter per lux for white, and 150 millicandelas per square meter per lux for yellow. The Contractor shall test for retro-reflectivity under ASTM E 1710. The second application of paint shall be applied a minimum of 5 days after the first application.

5.26 OBJECT MARKERS
Object markers shall conform to the provisions in Section 82, "Signs and Markers," of the State Standard Specifications and these Special Provisions.

Retroreflective sheeting for metal and flexible target plates shall be the retroreflective sheeting designated for markers and delineators conforming to the requirements in ASTM Designation:

D 4956-95.

5.27 SIDEWALK CHANNEL DRAIN
The modification and installation for replacement of existing curb drains shall conform to Standard Plan ST-17 of the Standard Specifications.
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5.28 STORM DRAIN PIPE
12” Storm drain pipe shall be Class 150 DR 18 per AWWA C-900. Reference Subsection 21 –

14.2 “Polyvinyl Chloride (PVC) Pressure Pipe,” of the State Standard Specifications and Sections 16, "Trenching and Trench Resurfacing," and 20, "Storm Drainage Pipeline" of the City Standard Specifications. The trench backfill shall consist of a 2 sack cement-sand slurry to the subgrade elevation at locations shown on the Plans.
18” and 24” Storm drain pipe shall be Class III or Cass IV (as specified) RGRCP per ASTM C76, and shall conform to Section 20, “Storm Drainage Piping and Structures,” of the Standard Specifications.

5.29 STORM DRAIN INLETS
For street drainage, drainage inlets shall conform to the provisions in Section 51-1.02, “Minor Structures,” of the State Standard Specifications and these Special Provisions. Drainage inlets shall conform to Standard Drawing ST-18, Plans and Specifications.

For alley drainage, inlets and outlets shall be furnished and installed in conformance with the notes on the Plans.

5.30 STORM DRAIN MANHOLES
Manholes shall be constructed in accordance with Detail 7 on sheet CD-2 of the Plans and as specified herein or as directed by the Engineer. Manholes shall be complete structures in place and backfilled, including the furnishing and placing of all materials involved. Precast concrete manholes shall consist of a poured in place concrete base section, reinforced concrete pipe section(s), cast iron frame and cover and a poured in place concrete collar. Invert channels shall be smooth and semi circular in shape conforming to the inside of the adjacent pipe invert, or flow channels may be provided by use of the bottom half of the specified main pipe. The floor and the wall of the manhole outside the channels shall be smooth and shall slope 1:12 towards the channels.

The top of the manhole base section shall be keyed to receive the tongue end of the riser section.

The key shall be formed in the freshly poured concrete by using a template manufactured to the dimensions of the riser section. If the riser is cast-in-place monolithically with the base section by using a slip form or other means, the key may be omitted between the base and the riser. If the base and riser sections are not poured monolithically, but separately, a key shall be provided in the base section. In either case, a key will be required in the top of the riser section to receive the tongue end of the tapered cone.

The joints between the base and all precast elements of the manhole, including adjustment rings and manhole frame, shall be filled with cement mortar, or approved equal, prior to joining the elements.

The interior of the manhole shall be trowelled smooth with a wooden trowel, removing excess mortar extruded out of the joints for the entire height of the manhole, from the manhole frame to the floor. All excess mortar and any other debris shall be removed from the manhole.

A. MATERIALS
Pre-cast concrete pipe manholes shall consist of a poured in-place concrete base section, reinforced concrete pipe section(s), a reinforced concrete taper section, grade rings and cast-iron frame and cover. Precast sections shall be manufactured in conformity to Class II, ASTM Designation: C-478 for their respective diameters.
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Elliptical single-line reinforcement will not be permitted. Single line circular reinforcement will be permitted, and the minimum steel area shall equal the minimum steel area required for the intercage reinforcement.

Tapered sections shall conform to the requirements for pipe of the size equal to the largest internal diameter of the tapered sections. Concrete for the base section shall be Class A. Precast manhole bases are not allowed.

B. INSTALLATION
The inside of the manhole shall be formed to the flow line of the storm drain. The formed flow channel depth shall extend above spring line up-to 2/3 the diameter of the pipe. The bench shall slope a minimum of 1:12. Changes in direction of flow shall be made with a smooth curve of as large as a radius as the size of the manhole will permit. Changes in size and grade of the channels shall be gradually and evenly.

A channel shall be formed and extended completely through a starting manhole. Stub-outs shall be installed in manholes at the locations and sizes shown on the Plans. All stub-outs shall be sealed with a plug of a type approved by the manufacturer of the pipe.

All manholes shall be completed to finish grade with concrete collar. In undeveloped areas where no street or alley surfacing is to be done in conjunction with or immediately after utility installation, the manhole cover shall be finished off to a level 25mm (1”) above ground elevation and shall be provided with 300mm (12”) grade rings. In existing street areas where surfacing exists and no new street regrading is contemplated in conjunction with or immediately after utility installation, such as new subdivisions, manholes shall initially terminate with the top of the cone 150mm (6”) below subgrade and shall be brought to street or alley surface with grade adjustment rings and completed after street paving is accomplished. Unless specifically otherwise indicated in the Special Provisions, it is the responsibility of the Sewer Contractor to return and install the manhole covers to finish grade as specified and shown on the Standard Drawings.

The Contractor should be aware that connections to existing sewers will be “wet” and the Contractor shall make whatever arrangements are necessary to complete the manhole connections under the “wet” conditions.

Where necessary, manholes shall be equipped with an approved water-tight insert placed under the manhole cover to prevent rainwater or other inflows. No steps shall be installed in manholes unless otherwise noted on the Plans.

C. REMOVAL
Manholes abandoned in place shall be broken out within 0.9m (3’) of the finish grade. The manhole frame and cover will be delivered to the Public Works yard. The sewer mains entering the manhole shall be sealed with concrete and the manhole backfilled with sandy soil and compacted to a relative compaction of 90% using optimum moisture and tested in accordance with ASTM D 1557.

Manholes to be removed shall have the base removed with the barrel and taper. The manhole frame and cover will be delivered to the City Corporation Yard. After the manhole has been removed completely, the excavation will be backfilled in accordance with the backfill requirements. Before backfilling, all sewer pipes that have entered the manhole will be sealed with concrete.
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D. ADJUSTMENTS
Where existing manholes need to be raised or lowered to meet a new street grade, they will be left in place and marked until the street has been paved. After the paving material has been compacted, they will be dug out and the ring and cover removed and lowered or raised to grade by use of concrete around the frame. “Jiffy Rings” for raising manholes will be allowed.

E. PAYMENT
If existing manholes are to be removed and replaced they shall be included in the bid price of new manholes unless otherwise specified in the special provisions. The bid price for adjusting manholes to the new street grade shall include surface restoration.

5.31 WATER FACILITIES
The furnishing, installing, and relocating of water main pipelines, water services, and fire hydrant assemblies shall be in conformance with Section 21, “Domestic Water Facilities Design Criteria,” and Section 22, “Water Facilities,” of the Standard Specifications.

Water services shall conform to Standard Drawings W-9A, “1-inch Water Service Connection,” W-9B, "Water Service Connection & Meter Box Installation," and W-10, "1¼", 1½", 2" Service Connection & Meter Box Installation.". Water services to be relocated shall also conform to the details on the Plans.

Installation of water main and trenching shall be in accordance with City Standard ST-29.

New fire hydrants and fire hydrants to be relocated shall conform to Section 22-10, "Fire Hydrant" of the Standard Specifications and Standard Drawings W-5, W-6, and W-26.

Water valves shall conform to Standard Drawing W-8, "Valve Well & Cover." Thrust blocks shall conform to Standard Drawings W-1, W-2 and W-3.

Backflow preventers shall be in conformance with Section 25, "Planting and Irrigation Systems," of the Standard Specifications. All backflow preventers shall have enclosures in accordance with Standard Drawing W-15B, "Typical Enclosure Backflow Prevention Device."1 Testing shall be in accordance with Section 22, "Water Facilities," of the City Standard Specifications. Testing plan and procedures to be approved by the Engineer for each location.

Sampling points to be determined by the Engineer and shall be spaced every 700 feet or in accordance with approved sampling plan. Testing and chlorinating of the pipe, including furnishing and installing bacteria sampling points for a continuous run of the proposed water main, construction water, temporary bulkheads, plugs, and/or temporary blow-off assembly necessary for pressure testing and disinfection, and handling of all discharged water from the flushing operations, shall also be included.

5.32 SEWER FACILITIES
The furnishing, installing, and relocating of sewer services and facilities shall be in conformance with Section 17, “Sanitary Sewer Pipe and Appurtenances,” of the Standard Specifications and Standard Drawing S-2, “60 Inch Sewer Manhole.”

5.33 STREET LIGHTING ELECTRICAL SYSTEM
This item is for installing the electrical system for a functional street lighting system in accordance with the provisions of Section 86, “Signals, Lighting and Electrical Systems,” of the State Standard Specifications and Standard Drawings ST-22, ST-23, ST-24, and ST-29. The work shall include, but not be limited to, trenching, furnishing and installing the pull boxes, conduit, and wire between 5-27
the Electrical Service Panel and the street light pull box as shown on the Plans and for doing all other work necessary to complete the electrical system.

The conduit shall be 3- inch diameter, Schedule 80, and the wire shall be #8.

The pull box lids shall have a galvanized metal security lid to prevent vandalism and theft. The lid shall be a Lockjaw Security Lid No. ELJ09 or approved equal.

STREET LIGHTS
The installation of street lighting shall conform to the provisions in Section 86, “ Signals, Lighting and Electrical Systems” of the State Standard Specifications, Standard Drawings ST 20, ST 21, ST 22, ST 23 and ST 24, and these Special Provisions.

5.34 TRAFFIC SIGNALS AND LIGHTING
A. GENERAL

1. Description
Installation of traffic signals and lighting shall conform to the provisions in Division X, “Electrical Work” of the 2018 Standard Specifications (as revised April 15, 2022) and these special provisions.

Traffic signal installation, and highway lighting work is to be performed at the following location:
a) Intersection of Olive Avenue and Knox Street

2. Equipment List and Drawings
The Contractor shall submit to the Engineer "as-built" prints prior to final acceptance of the work.

The "as-built" prints shall indicate in red all deviations from the contract plans.

3. City Furnished Equipment
There will be no City-furnished material or equipment for this project.

4. Warranties, Guarantees, and Instruction Sheets
The Contractor shall be responsible for the entire work constructed under this contract including materials furnished and work performed by manufacturers', suppliers' and subcontractors'. The Contractor shall make, at no cost to the Owner or Agency, any repairs or replacements made necessary by defects in workmanship or materials that becomes evident within one year after filing of the Notice of Completion of the work. The Contractor shall make all repairs and replacements promptly upon receipt of written orders from the Agency Engineer.

If the Contractor fails to make the repairs or replacements promptly, the Owner or Agency may do the work and the Contractor and his surety shall be liable to the Owner or Agency for the cost.

Whenever any work is to be guaranteed or maintained by a manufacturer, supplier or subcontractor, said obligation shall be that of the Contractor.

All guarantees shall be in writing and delivered to the Engineer by the Contractor prior to final acceptance of the work.
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5. Maintaining Existing and Temporary Electrical Systems All work, materials and equipment required to keep the existing systems operational shall be considered as included in the prices bid for various item(s) of work and no additional compensation shall be allowed therefore.

Where the Contractor-installed facilities are damaged prior to final acceptance by the Engineer, the Contractor shall repair or replace such facilities at his own expense.

6. Removal and Salvaged Equipment
Equipment indicated as to be removed and salvaged by the Contractor shall be delivered by the Contractor to the City of Madera Corporation Yard located at 1030 South Gateway Drive, Madera.

B. MATERIALS AND INSTALLATION

1. Foundations
Foundations shall conform to the provisions in Section 56-3, "Standards, Poles, Pedestals and Posts,” and Section 87-1.03E(3), “Concrete Pads, Foundations, and Pedestals,” of the State Standard Specifications and these Special Provisions.

Portland cement concrete may be produced from commercial quality aggregates and cement and shall contain not less than 505 pounds of cementitious material per cubic yard (Class 3 concrete), except concrete for reinforced pile foundations shall contain not less than 590 pounds of cementitious material per cubic yard (Class 2 concrete).

Foundation concrete shall be placed in a single pour except that pouring on the top six inches may be postponed when prior approval has been obtained.

Fly ash substitutes and/or admixtures shall not be permitted.

No utilities shall be permitted to run through any foundations.

The top of the traffic signal controller cabinet foundation shall be 12 inches above the surrounding grade or sidewalk.

The Contractor shall obtain approval for pole foundation locations prior to excavation. The Contractor may not construct foundations until authorized by the City. The Contractor shall hand dig "Pot Hole" all foundations prior to using mechanized equipment to determine the existence of underground utility conflicts, if any.

2. Standards, Steel Pedestals, and Posts
Where the State Standard Plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon detail may be substituted.

The sign mounting hardware, as shown on "Detail U" of Revised Standard Plan ES-7N, shall be used to mount Series R-73, Regulatory Signs, on signal mast arms at the locations shown on the plans.

All new Series R-73, Regulatory Sign panels, oversize street name signs and other regulatory traffic signs shown on the traffic signal plans will be furnished and installed by the Contractor.

3. Conduit
Traffic signal conduit shall be Type 1. All conduit and fittings shall be hot dip galvanized.

Where called for on the plans non-metallic conduit shall be Type 3 (PVC Schedule 80).

Each length of conduit shall bear the labels of Underwriters Laboratories, Inc 5-29
All couplings shall be tightened to provide a good electrical and mechanical connection throughout the entire length of the conduit run.

Conduit threads and damaged conduit surfaces on metal conduit shall be thoroughly painted with zinc rich paint conforming to Military Specification DOD-P-21035A.

All conduit ends shall be threaded and capped with standard conduit caps until wiring is started.

When the caps are removed the threaded ends shall be provided with approved insulated hot dipped galvanized malleable iron bushings. All bushings in pull boxes, controller or service pedestal shall have lay-in style copper lugs provided for bonding.

It shall be the privilege of the Contractor, at his own expense, to use larger size conduit if desired, and where larger size conduit is used, it shall be for the entire length of the run from outlet to outlet. No reducing couplings will be permitted.

All conduit shall be laid to a depth of not less than twenty-four inches nor greater than thirty-six inches below the curb grade in the sidewalk areas and from the finished surface in street areas.

Conduits in sidewalk areas parallel to the curb shall not be installed more than twenty-four inches from inside of curb line toward property line.

Conduit shall be placed under existing pavement by approved jacking methods. Pavement shall not be disturbed without the written permission of the Engineer and then only in the event insurmountable obstructions are encountered. Excessive use of water, such that pavement might be undermined, or subgrade softened, will not be permitted.

Conduit in pull boxes shall not extend more than two inches inside the box wall. No conduit or utility shall pass through a signal, controller, or street light base or pull box except the conduit which terminates within the base or pull box.

Conduit for Traffic Signal Interconnect runs shall be 3-inch diameter, Type 3, Schedule 80 PVC.

Bushings shall be required on any PVC conduit greater than 1-inch trade size.

After the installation of all conductors and cables, the ends of conduits terminating in pull boxes, the controller cabinet and service pedestal shall be sealed with an approved duct seal material.

The Contractor will provide the City with delivery dates for poles from the pole manufacturer. The City will then notify the Contractor when he may begin construction of pole foundations.

Installation of pole foundations may not begin until curbs and gutters have been installed (No Exceptions).

4. Pull Boxes
When pull boxes are placed in dirt and planting areas, a concrete collar shall be constructed around the pull box. The top of the pull box shall match the slope of the adjacent top of curb.

The surface elevation of the collar shall match the surface elevation of the pull box and slope away from the pull box at a rate of 1:50 (2% slope). The width of the collar shall be 12 inches wide and 3½ inches in depth.

The pull box centerline shall be parallel or at right angles to road centerline or as shown on the plans, or as directed by the engineer.

The words “TRAFFIC SIGNAL” shall be inscribed on all pull box covers except for the splice box (if used) adjacent to PG and E's service pole. This pull box cover shall be inscribed “PG and E”.

Pull boxes and utility boxes for fiber-optic traffic signal interconnect shall be inscribed “Signal Interconnect”. Pull box covers shall contain hold-down bolts. 5-30
All pull boxes shall have extensions.

Pull boxes, covers, and extensions shall be precast reinforced concrete, except as shown on the plans. Recesses for suspension of ballasts will not be required. Grout in bottom of pull boxes will not be required.

All pull boxes shall be No. 6(E) unless otherwise noted on the plans. No. 2 pull boxes shall be installed at electrical service points as required by PG&E.

Grout shall not be placed in bottom of pull boxes.

5. Signal Cable
Signal Cable shall be installed in lieu of individual conductors. A separate multiconductor cable shall be provided from each pole to the controller cabinet.

Conductors and cables shall conform to the provisions in Section 86-1.02F, "Conductors and Cabler," of the Standard Specifications and these Special Provisions.

All 12-conductor, and 3-conductor cables shall conform to the latest International Municipal Signal Association (IMSA) Specification 20-1. The cable conductors shall be 14 AWG solid copper.

When cables are pulled into the conduit, all ends of the cables shall be taped to exclude moisture, and shall be so kept until connected to terminals.

A minimum of three feet of slack in each single conductor and cable run shall be left at each signal or lighting standard and in each pull box.

No splices shall be allowed in multiconductor cables. Cables shall run from the controller terminal strip to the appropriate TS-4 terminal block.

All single conductor wire shall be of stranded construction with THWN type insulation.

Splices in single conductor wire shall be limited to the load side of the service pedestal breakers and to tap type splices located in pull boxes. These splices shall be made using either split bolts or c-tap connectors. The c-taps shall be properly sized for the wires being joined and installed with the proper tooling.

The splice shall be insulated as follows: minimum 2 layers of rubber tape, 1 layer--1/2 lapped plastic tape, 1 layer friction tape and then coated with an approved electrical sealing compound (Skotchkote).

Pedestrian push button circuits shall utilize a 3-conductor cable between the controller and a pedestrian TS-4 terminal assembly. The individual buttons shall be connected to the terminal assembly.

The single conductor #14 AWG THWN copper wire installed between the TS-4 terminal block and the individual signal heads terminal block shall be terminated as follows: At the signal head end, it will be installed using an insulated space terminal properly sized for the wire and the screw.

The terminal shall be installed using the proper tooling. At the terminal assembly end, the wire shall be stripped, twisted neatly and soldered prior to installation into the box type pressure connector.

All multiconductor cable conductors shall be terminated at the controller using the spade terminals.

The lugs used to connect with controller field terminals shall be soldered after being properly crimped. Soldering shall be by means of an iron or gun. No open flame torch may be used. 5-31

6. Wiring
Splices shall be Type C insulated by Method B.

7. Bonding and Grounding
Bonding and grounding jumpers shall be visible after caps have been poured on foundation.

8. Service
The Contractor shall be responsible for coordinating with the serving utility and shall pay all costs and fees required by the serving utility.

The Contractor shall furnish and install an anodized aluminum service pedestal and Type III-CF service with two (2) meters as shown on the plans and in these special provisions. All circuits in the service pedestal shall be metered. Test bypass switch(es) shall be provided in the service enclosure for safety lights.

The service equipment enclosure shall be TESCO Type 28-102 service equipment enclosure or approved equal.

Service shall conform to the provisions in Section 87-1.03L, “Utility Service,” of the Standard Specifications, the National Electric Code, the plans, and these special provisions.

9. Testing
Materials and equipment furnished by the Contractor shall be tested and/or certified at his expense.

10. Numbering Electrical Equipment
Self-adhesive reflective numbers and edge sealer shall be furnished and installed by the Contractor except for the Caltrans intersection.

Equipment numbers shall be obtained from Cole Scroggins, Facilities Manager, at the City of Madera Public Works, (559) 661-5466, and placed on equipment. The numbers and edge sealer shall be placed on the equipment where designated by the Engineer. Reflective numbers shall be applied to a clean surface. Only the edges of the numbers shall be treated with edge sealer.

Self-adhesive equipment numbers shall be placed for all electroliers, and service pedestals. On service pedestals, the numbers shall be placed on the front door. On electroliers, the numbers shall be placed as directed by the Engineer.

C. CONTROLLER ASSEMBLIES
Model 2070E Controller Cabinet / FoundationThe Contractor shall furnish and install a new controller assembly as shown on the plans.

The Model 2070E controller assembly, including controller unit, completely wired controller cabinet and load switches and inductive loop detector sensor units for the new loop detectors will be furnished and installed by the Contractor.

The Contractor shall arrange to have a manufacturer's representative signal technician present at the time the equipment is turned on.

Controller Cabinet / Foundation.--The Contractor shall construct a controller cabinet foundation as shown on Revised Standard Plan ES-3C for a model 332LS cabinet with LX-BBS cabinet (including furnishing and installing anchor bolts), shall install the controller cabinet on said foundation, and shall make all field wiring connections to terminal boltlocks in the controller cabinet.
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Battery Backup System.--A Myers Power Products, Inc. MP2000E UPS/BBS system, or approved equal, shall be furnished and installed by the Contractor. Contractor shall place the system on line as required by the City. A manufacturer’s representative shall be present when the system is placed on line.

Modulated Light Signal Detection System.—Each controller/cabinet shall include a 3M, 700 Series, modulated light vehicle detection system, or approved equal, 100% compatible with current Opticom uses in the area. .

Model 721 detectors shall be furnished and installed by the Contractor as shown on the plans.

They shall be mounted on traffic signal mast arms in accordance with Standard Plan ES-4E dated May 31, 2018.

The contractor shall demonstrate that all of the components of each system are compatible and will perform satisfactorily as a system. Satisfactory performance shall be determined using the following test procedure:

1. Each system to be used for testing shall consist of an optical emitter assembly, an optical detector, at least 200 feet of optical detector cable, and a discriminator module. b) The discriminator modules shall be properly installed in the cabinet. c) Two tests shall be conducted; one using a Class I signal emitter and a distance of 1,000 feet between the emitter and the detector, the other using a Class II signal emitter and a distance of 1,800 feet between the emitter and the detector. All range adjustments on the module shall be set to "Maximum" for each test. d) Each above test shall be conducted for a period of one hour, during which the emitter shall be operated for 30 cycles, each consisting of a one minute "on" interval and a one minute "off" interval. During the total test period, (1) the emitter signal shall cause the proper responses from the controller unit during each "on" interval, and (2) there shall be no improper operation of either the controller unit or the conflict monitor during each "off" interval.

D. SIGNAL HEADS
Signal Heads:

Signal faces, signal heads and auxiliary equipment as shown on the plans, and the installation thereof, shall conform to the provisions in Section 86-1.02R, "Signal Heads," of the Standard Specifications and these Special Provisions.

All vehicular indications shall have visors and backplates. Visors on vehicular signals shall be "tunnel" type with open slot at bottom. Backplates shall be "slotted" to reduce wind loadings.

All signal heads, visors, and slotted backplates shall be metallic. All vehicle signal lenses shall be 12" in diameter.

Mounting framework shall consist of 1-1/2" steel pipe, ductile iron fittings, and bronze terminal compartments. Slipfitter attachments, MAS/MAT, shall be bronze.

After installation of the signal mounting framework, any through bolts that extend more than 1" beyond the nut shall be cut to three threads beyond the nut and painted with a zinc rich cold galvanizing compound.

All setscrews exposed to weather shall be zinc or cadmium plated and have square heads.

When a mast arm is not equipped with a mid-tenon, the contractor shall provide a PELCO Astro-Brac Signal Mounting Bracket, AB-3008 to install the MAS signal/s. The standard racket is 5-33
supplied with 29" mounting bands. Longer lengths are available and may be needed depending on the particular mast arm used. The bracket shall be installed using the manufacturers detailed installation instructions. Prior to mounting the bracket the contractor shall drill a 1" diameter hold in the mast arm corresponding to the desired signal placement. All burrs and sharp edges shall be removed. The area will be cleaned of any oil or drilling compound. A zinc-rich cold galvanizing compound will be applied to the bare metal.

A 1" Buna-N grommet will be installed in the drilled hole to protect the wiring. After the bands are adjusted and tightened, the tenon shall be marked and drilled to accept the MAS through bolt.

After mounting and plumbing of the signal, the setscrews shall be secured.

Top openings of the signal heads shall be sealed with neoprene gaskets.

Mounting assemblies shall be bronze.

Mounting assemblies shall closely match the curvature of the pole.

Clam shell mountings shall not be used.

The manufacturer shall provide a written warranty against defects in materials and workmanship for the LED signal modules for a period of 36 months after installation of the modules.

Replacement modules shall be provided promptly after receipt of modules that have failed at no cost to the City except cost of shipping of the failed modules. Warranty documentation shall be given to the Engineer prior to installation.

Pedestrian Signal Heads
Pedestrian signal faces, signal heads, and auxiliary equipment as shown on the plans, and the installation thereof, shall conform to the provisions in Section 86-1.02S, "Pedestrian Signal Heads," of the Standard Specifications and these Special Provisions.

Pedestrian signals shall be countdown type.

Signal alignment shall be as directed by the Engineer.

Mounting assemblies shall be bronze.

Mounting assemblies shall closely match the curvature of the pole.

Clam shell mountings shall not be used.

After installation of signal facilities, if bolt threads extend more than 25mm (1") beyond nut, bolts shall be cut to three threads beyond nut and painted with unthinned zinc rich paint conforming to the requirements of Military Specifications DOD-P.21035A.

All set screws exposed to weather shall be zinc or cadmium-plated with square heads.

The manufacturer shall provide a written warranty against defects in materials and workmanship for the LED pedestrian signal face modules for a period of 36 months after installation of the modules. Replacement modules shall be provided promptly after receipt of modules that have failed at no cost to the City except cost of shipping of the failed modules. Warranty documentation shall be given to the Engineer prior to installation.

E. DETECTORS
Loop detector sensor units, and hot melt rubberized asphalt sealant for inductive detector loop installation will be furnished by the Contractor.

Loop wire shall be Type 2.
5-34
Loop detector lead-in cable shall be Type B.

Loops shall be “Type E” installation, circular, 1.8 m (6') in diameter; or, “Type D”, 6’ square loops, or as indicated on the plans.

Loops shall be installed in the center of the travel lane with the advance approval of the Engineer.

After conductors are installed in the slots cut in the pavement, the slots shall be filled using hot melt rubberized asphalt sealant that conforms to Section 86-1.02W(4), “Hot-Melt Rubberized Asphalt Sealant,” of the State Standard Specifications.

F. PEDESTRIAN PUSH BUTTONS
The pedestrian push button housing shall be metallic and shall closely match the curvature of the pole.

The pedestrian crosswalk switches shall meet the American Disabilities Act (ADA) standards.

Pedestrian push buttons shall be the ADA audible type, Polara "BullDog", or approved equal. The button must have an LED light indicator to give an indication of button being pushed.

Button must give a two toned beep indication of button being pushed.

Sign shall have international symbol as show on Standard Plan ES-5C.

Install P.P.B. 910 mm (36") up from pole base and on the side of the pole facing crosswalk. If mounted on a 910 mm (36") post, a post top mounting shall be provided by the Contractor.

The sign and housing shall face towards the crosswalk being served by the P.P.B.

G. LIGHTING
Luminaires shall be furnished and installed by the Contractor as shown on the plans. Luminaires shall be LED, cut-off, Type III medium distribution, 90 Lumens per watt (L/W).

Luminaires shall be mounted on the upper mast arm on the traffic signal poles and new lighting standards as shown and designated on the equipment schedule and plans and City of Madera Standard Specification Drawing No. ST-18 (except LED lamps in slim, low profile, cast aluminum fixtures/housings shall be used).

A NEMA photoelectric control shall be furnished on the mast-arm pole nearest the service pedestal (Type II photoelectric control). This work shall conform to Sections 86-1.02M, “Photoelectric Controls and 87-1.03M, "Photoelectric Controls", of the State Standard Specifications.

All luminaires shall be numbered with 2-inch pressure sensitive numbers as stated on the plan.

The identification numbers shall be placed vertically, 8-feet above the pole base.

All luminaires are to be mounted on horizontal mast arms, when tested in accordance with California Test 611, shall be capable of withstanding cyclic loading in:
e) a vertical plane at a minimum peak acceleration level of 3.0 g's peak-to-peak sinusoidal loading (same as 1.5 g's peak) with the internal ballast removed, for a minimum of 2 million cycles without failure of any luminaire part, and SECTION 5a horizontal plane perpendicular to the direction of the mast arm at a minimum peak acceleration level of 1.5 g's peak-to-peak sinusoidal loading (same as 0.75 g's peak) with the internal ballast installed, for a minimum of 2 million cycles without failure of any luminaire part.
5-35
No part of the slipfitter mounting brackets on the luminaires shall develop a permanent set in excess of 0.020 inches when the four 3/8 inch diameter cap screws used for mounting are tightened to a torque of 10-foot pounds.

H. NON-ILLUMINATED STREET NAME SIGNS AND HANGING BRACKETS Existing oversized street name signs and mounting brackets shall be removed and relocated/reused by the Contractor where shown on the plans. The Contractor shall also furnish and install oversized street name signs and mounting brackets where shown on the plans.

Signs shall use both upper and lower case series "E" letters, 10-inch upper case, 8-inch lower case, no punctuation. Silver on Green 3M High Intensity Reflective Sheeting, or equal. Entire sign shall be silk screened.

Signs shall be 18-inch high by variable length (one legend). Signs shall be 0.080 Aluminum plate with 1 1/4-inch by 1/8-inch stiffeners top and bottom.

Contractor shall furnish and install mounting brackets for oversized mast arm street name signs.

Mounting brackets shall be "Hawkins Overhead Mast Arm Adjustable Swing Sign Brackets", Series 250, or approved equal.

Oversized Street Name Signs shall be hung below the traffic signal mast arm as shown on the plans.

I. SIGNAL INTERCONNECT
Traffic Signal Interconnect conduit shall be furnished and installed by the Contractor as shown on the plans. 3-inch diameter Schedule 80 PVC conduit shall be installed by the Contractor Interconnect conduit shall terminate in an ITS Vault as shown on the plans. A “Pull Rope” shall be installed in all signal interconnect conduit in order to install Fiber Cable at a future time (Fiber not a part of this contract). Vaults for traffic signal interconnect shall have the words "Signal Interconnect" inscribed on the lids.

J. PAYMENT
Full compensation for conforming to the requirements of this section shall be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed therefor.

5.35 SURVEY MONUMENTS
Survey monuments shall be constructed in conformance with the provisions in Section 78-2, "Survey Monuments," of the State Standard Specifications and these special provisions.

Survey Monuments shall conform to City of Madera Standard Drawing E-1, except that concrete shall be Class 2. The Contractor shall furnish and install all materials, including the bronze survey monument.

The locations where the monuments shall be constructed are shown on the Plans. The exact location of each monument will be provided to the Contractor by the Engineer, and the Contractor shall stake out and construct the monuments in the field. 5-36

5.36 CONSTRUCTION AREA SIGNS
Construction area signs for temporary traffic control shall be furnished, installed, maintained, and removed when no longer required in conformance with the provisions in Section 12-3.11, "Construction Area Signs," of the State Standard Specifications, and these special provisions.

Type II retroreflective sheeting shall not be used on construction area sign panels. Type III, IV, VII, VIII, or IX retroreflective sheeting shall be used for stationary mounted construction area sign panels.

Unless otherwise shown on the plans or specified in these special provisions, the color of construction area warning and guide signs shall have black legend and border on orange background.

Repair to construction area sign panels will not be allowed, except when approved by the Engineer. At nighttime under vehicular headlight illumination, sign panels that exhibit irregular luminance, shadowing, or dark blotches shall be immediately replaced at the Contractor's expense.

The Contractor shall notify the appropriate regional notification center for operators of subsurface installations at least 2 business days, but not more than 14 days, prior to commencing excavation for construction area sign posts. The regional notification centers include, but are not limited to, the following:

Underground Service Alert: 811
Excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes. The post hole diameter, if backfilled with portland cement concrete, shall be at least 4 inches greater than the longer dimension of the post cross section.

The Contractor shall maintain accurate information on construction area signs. Signs that are no longer required shall be immediately covered or removed. Signs that convey inaccurate information shall be immediately replaced or the information shall be corrected. Covers shall be replaced when they no longer cover the signs properly. The Contractor shall immediately restore to the original position and location any sign that is displaced or overturned, from any cause, during the progress of work.

5.37 MISCELLANEOUS FACILITIES AND OPERATIONS
This work shall consist of providing all miscellaneous facilities and operations required for work shown on the Plans or specified in the Specifications, or patently necessary for the completion of work so shown or specified, and not specifically included in the work under any other bid item, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

This item shall include but not be limited to the following:

1. Install / Display project signs including funding source at the Beginning and End of Project

2. Written notices to businesses and residents

3. Maintaining access to businesses and residents affected by the project work

4. Coordination for Madera Transit Bus stop locations, if any.

5. Coordination for MUSD school bus stop locations

6. Construction Area Signs for temporary traffic control 5-37

7. Display ‘No Parking’ signs as required with the appropriate vehicle code section(s) for towing of parked vehicles.

8. Replacement of existing improvements / facilities damaged during construction

9. Dewatering as needed

10. Cleanup

5.38 CLEAN-UP
In addition to the requirements of the General Conditions, the Contractor shall remove all excess spoil, dirt, rubble, and any other material left over as a result of the work performed. The streets shall be left broom-clean upon completion of the work. All excess material shall be disposed of at an approved disposal site.

Full compensation for clean-up shall be considered as included in the prices paid for various contract items of work, and no separate payment will be made therefor.

Attachment O
Plans and Specification prepared or issued by City of Madera entitled “CITY OF MADERA AVENUE 13 SEWER INTERCEPTOR REHABILITATION” dated April, 2024
RIVER

FRESNO ATHLETIC PARK
FREEWAY 99

UNION SIERRA JAMES JOHN ADAMS SCHOOL HIGH SCHOOL MADISON SCHOOL

SCHOOL VISTA SCHOOL

MILLVIEW SCHOOL WASHINGTON
MADERA

SCHOOL MIDDLE

HIGH THOMAS JEFFERSON SCHOOL MARTIN LUTHER KING MIDDLE SCHOOL MILLVIEW PARK ROTARY PARK TOWN & COUNTRY SOUTH ALPHA CAMPUSSCHOOL CENTENNIAL PARK CEMETERY ARBOR VITAE McNALLY PARK KNOX PARK 4 TH

CLINTON
TOZER

MADERA ALMOND AVE SUNRISE PECAN

GATEWAY

ST HOWARD

YOSEMITE

SCHNOOR OLIVE

STADIUM RD
PINE ST CLEVELAND AVE 15 AVE 14 1/2

SCHNOOR GARY

EMILY CITY LIMITS SUNSET

TOZER CITY LIMITS
7 th

STINSON
LILLY

BARSOTTI

ROOSEVELT

ST LAS CASAS

AVILA OSO DRIVE WAY

CENTRAL

CRYSTAL WAY EMILY WY

YOSEMITE PECAN FAIRGROUNDS MADERA COUNTY CLEVELAND
B
6th
A
C
D
E
5th
4th
3rd
2nd
1st
7th
9th
10th
11th
12th
9 th
MOORE

CROSS WASHINTON

CLINTON
7th
8th

CLINTON
13th
14th
SCHNOOR 4th5th JENNINGS VENTURI SUNSET WEST PARK DR. HOWARD

SCHNOOR

AMERINE WILLIS

FAIRVIEW
ROTAN
PINE

ACORNERO
EL RANCHO 3rd ROAD PAUL AVE WILLIAMS MODOC ST PLUMAS MAPLE OAK ST CYPRESS PARK

DWYER ST GROVECOYOTE LN MAPLE CT

STADIUM RD
SANTA
SANTA
SANTA

BLUERIDGE DR
MADERA

CORTAPASSI MARTIN MONTEREY
145

MONTEREY CONCORD

COLOMBARD DR
DIAMOND DUNHAM LEWIS DYER LEWIS DUNHAM DeSANTI MAPLE WALNUT CLEMMENSEN EL MONTE ALMOND MADRID LN GARY LN MERLOT ST GAMAY ST EL MONTE ST DEERWOOD DR

HWY WAY

SENECA DR
BONITA
CLARA

CRUZ HELENA PECAN CHESTNUT AVE MACADAMIA AVE STRAUSS LN AVE

FILBERT

HICKORY

MAJESTIC

EMILY WY

BARNETT WY
AVE AVE.

WALLACE HULL
KNOX KENNEY AVE.

A ST AMERICAN LAKE
9th SUNRISE AVE.

LAKE
HIGH
LYON
MACE

MAGNOLIA

ROSE MALONE

WASHINGTON
RAMONA
FIG

MANZANA CT

MILLVIEW

LILLY STREET ADELAIDE STREET VINEYARD
G
H

FLUME CARREY

GATEWAY
DRIVE CENTRAL RIVERSIDE AVE. DR
CT
ELM
TOZER

CLINTON STOREY RD
PERCY DAULTON ST AVE GRANT AVE GARFIELD CLEVELAND AVE ST AVE. MERCED TULARE
FRESNO
LAKE

CUTTING
BLOKER
AUSTIN

DELLAVALLE
KADOTA

CALIMYRNA

CELESTE MALTA RUSH LINCOLN

NEBRASKA
ST

SIERRA D

COLUMBIA
SONORA

TORONADO

PHILIP AVENUE
I
JK
LM
N
O
PQ
FOSTER

CALIFORNIA
PARK LANE GOLD OLIVE AVE AVE. SOUTH ULA BRUCE REDWOOD

YOSEMITE
AVE.

PARK DR. NORTH PARK DR. DeCESARI AVE. ROBERTS AVE. ROBERTS UNIVERSITY PRINCETONCENTRAL TERRACE

RIVERVIEW JEFFERSON FILLMORE

CLAREMONTHAYES CT ORCHARD

HARVARD
ARAM
JOY

LILLIAN

ROBERTS
DR. EVERGREEN WILSON SOUTH ST CLEVELAND

SHARON AVE
DAVIS
2 1
FREEWAY 99
ST
4th
1st
5th
ST
ST
ST
ST
ST
AVE. ST
ST
ST
ST
ST
ST
ST
3rd
2nd
ST
4th
ST
ST
5th

YOSEMITE
7th
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST

ST VARBELLA WAY

VARBELLA PARK LA PERLA

LAS FRESAS WAY

SCHNOOR AVE
SCHNOOR AVENUE 14 1/2
3rd
TORRES
SYCAMORE JULIUS RIVERSIDE HARDING 10

SANTA BONITA

SANTA BONITA LANE LANE LOS ARCOS LANE
TORRES
K ST
ST
J
I ST
L
H ST
E
E ST
ST
D
D
ST
ST
G
ST 5th 4th JENNINGS 3rd SUNRISE
G
ST
LAKE
ST

SOQUEL CT
SAWMILL 15 16 14 E. ALMOND AV
WAY
ST

AVE PL UNIVERSITY

ARBELLA LANE OAKRIDGE DR

SANTA FE FILLMORE
DR

LILLY ST KOUFAX DR

PODRES LN

DRYSDALE WAY GILL AVE NOBLE ST
STREET

TOZER STREET
HIGHWAY 99 MADERA COMMUNITY HOSPITAL

S GOLDEN STATE

KNOX AVE
ST. QUADY LANE

COSENTINO DRIVE ST MONTELENA DR GOOSECROSS DR ST MICHELLE DR RAMONA
ST
ST
ST 2021 222324 SAUNDERS VALENCIA AVERD
AVE
WAY

LYNMARIE WAY ALEXIS WAY
TEVIN MORRIS LANE WAY BARNETT AVE. ST. JULIEN DR MONTEREY CT
WAY

ST MONTELENA

CT ARDILLA DRMARIPOSA ST MONARCH ROAD

BRIDGE WAYTRAIL DOME AVENUE

MARIPOSA

LOS CERRITOS
ST
WAY

LIME ST

PAPAYA ST
9 CENTRAL

PINE SAN ANGELO

STADIUM RDAVE

FAIR OAK EL MONTE GAMAY AVE AVE AVE

WALLACE AVE

PEAR ST
PEAR

KNOX RD

KIWI ST CT
R ST

CT MAJESTIC WAYDIAMOND WAY

WAY JOYA DR BO TREE LN

CRYSTAL
AVE.

CHATOM FICKLIN DRIVE GARY LANE WAY

STADIUM RD LALOMA VERDE MESA WAY LINDA MESA DR PASEO DEL MAR LA QUINTA WAY MIRA LOMA WAY

CORONA DR

RANCHO SANTA FE RANCHO MIRAGE ROAD HACIENDA

SAN GABRIEL DR LOMA LINDA LN LINDA CTCT DEL LAGO LN

DRIVE WY COSTA PKWY

PINE ST

KNOX CT

UNION PACIFIC RAILROAD OLIVE

GATEWAY
KNOX ST OLIVE AVENUE AND KNOX STREET WIDENING AND INTERSECTION IMPROVEMENTS COVER SHEET AND INTERSECTION IMPROVEMENTS FROM OLIVE AVENUE AND KNOX STREET WIDENING CITY OF MADERA FRESNO CHOWCHILLA Location Map COALINGA LOS BANOS BAKERSFIELD DELANO VISALIA TULARE PARLIER CALIFORNIA VICINITY MAP GENERAL NOTES CITY PROJECT NO. R 000010 (PHASE III) CONTACTSCITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93637 GI D
AC Madera BASIS OF BEARINGS BASIS OF ELEVATION SHEET INDEX GENERAL GRADING AND DRAINAGE NOTES OLIVE AVENUE TO NEPLUS WAY C-1 PROJECT LOCATION 4-26-24 145
N.T.S.
••

1. WORK SHALL BE DONE IN ACCORDANCE WITH THE 2018 EDITION OF THE STATE OF CALIFORNIA DEPARTMENT OF

TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), 2014 EDITION, AND THE LATEST EDITION OF THE CITY OF MADERA STANDARD PLANS AND SPECIF/CATIONS.

2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES, WHETHER OR NOT THEY ARE SHOWN

ON THESE PLANS, AND SHALL PROVIDE PROTECTION PRIOR TO, DURING AND AFTER TRENCHING, JACKING AND/OR BORING. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA), TOLL FREE AT (800) 642-2444, AT LEAST 48 HOURS BEFORE BEGINNING WORK.

3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED TO PERFORM THE WORK AND HE SHALL ABIDE BY THE

CONDITIONS OF THE PERMITS AND SHALL PERFORM ALL WORK ORDERED BY SAID PERMITS IN CONFORMANCE THEREWITH AND AS DIRECTED BY THE ENGINEER.

4. TRAFFIC CONTROL PLANS SHALL CONFORM TO PART 6 OF THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2014 OR LA TEST EDITION.

5. THE CONTRACTOR SHALL NOTIFY ALL RESIDENCES AND BUSINESSES AFFECTED BY THE WORK OF THIS CONTRACT PRIOR TO THE BEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE EVIDENCE TO THE CITY WHEN SUCH NOT/FICA TION HAS BEEN MADE.

6. CONTRACTOR MUST OBTAIN A NO FEE ENCROACHMENT PERMIT FROM THE CITY ENGINEERING DIVISION.

7. A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER SHALL BE HELD PRIOR TO THE START OF CONSTRUCT/ON.

8. DIMENSIONS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING ALIGNMENT AND VERTICAL CONTROL OF THIS PROJECT, AND VERIFY ACTUAL PROFILE GRADE AND CROSS-SLOPE.

9. UTILITIES SHOWN WERE TAKEN FROM THE TOPOGRAPHIC BASE MAPS AND PLAN DRAWING PROVIDED BY UTILITY COMPANIES OR AGENCIES, AND/OR FIELD SURVEYS AND INVESTIGATION. THE DEPICTION IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME THESE PLANS WERE PREPARED. IT IS POSSIBLE THAT OTHER ADDITIONAL UTILITIES EXIST THAT WERE NOT REVELED BY THAT INFORMATION.

10. ANY EXISTING SECTION CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET CENTERLINE MONUMENT, OR

ANY OFFICIAL BENCHMARK DAMAGED BY THE CONTRACTOR IN THE COURSE OF THE WORK COVERED BY THESE PLANS SHALL BE RESET TO THE SATISFACTION OF THE CITY ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER

LICENSED TO PERFORM LAND SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF ALL MONUMENTS AND

BENCHMARKS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR REPLACEMENTS. PLACEMENT/REPLACEMENT AND CERTIFICATION SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY THE CITY. BRONZE CAPS REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT MONUMENTS SHALL BE FURNISHED BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. E-1, AND APPROVED BY THE CITY PRIOR TO INSTALLATION. A RECORD OF SURVEY PREPARED BY A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO PERFORM LAND SURVEYING, SHALL BE PREPARED AND RECORDED AFTER PLACEMENT/REPLACEMENT OF MONUMENTS HAS BEEN COMPLETED.

11. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCT/ON SHALL BE COMPLETELY

RESTORED TO THE SATISFACTION OF THE CITY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE

12. CONTRACTOR SHALL BE RESPONSIBLE TO SET MONUMENTS AT CENTERLINE INTERSECTION POINTS, AND BEGINNING AND END OF CURVES (BC & EC). WHERE MANHOLES OR OTHER OBSTRUCTIONS PREVENT THE INSTALLATION OF MONUMENTS AT THE PRESCRIBED LOCATIONS, MONUMENTS TIES SHALL BE FURNISHED SUFFICIENT IN NUMBERS TO RE-CREATE THE APPROPRIATE POINT.

THE REQUIREMENTS AND INFORMATION SET OUT BELOW ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE AND DO NOT

ENCOMPASS ALL PROJECT REQUIREMENTS DESCRIBED BY THE PROJECT PLANS AND SPECIFICATIONS AND/OR APPLICABLE LAWS, REGULATIONS AND/OR BUILDING CODES.

1. CONSTRUCT/ON OF ALL PROJECT SITE IMPROVEMENTS SUBJECT TO ADA ACCESS COMPLIANCE, INCLUDING ACCESSIBLE

PATH OF TRAVEL, CURB RETURNS, PARKING STALL(S) AND UNLOADING AREAS, BARRIER FREE AMENITIES AND/OR OTHER APPLICABLE SITE IMPROVEMENTS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT, CALIFORNIA TITLE 24, AND THE CALIFORNIA BUILDING CODE, CURRENT EDITION(S).

2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES AND SLOPES PRIOR TO THE PLACEMENT OF CONCRETE AND/OR PAVEMENT FOR CONFORMANCE WITH ADA ACCESS COMPLIANCE REQUIREMENTS. EXAMPLES OF MINIMUM AND MAXIMUM LIMITS RELATED TO ADA ACCESS COMPLIANCE INCLUDE, BUT ARE NOT LIMITED TO:
a) ACCESSIBLE PATH OF TRAVEL CROSS-SLOPE SHALL NOT EXCEED 2.00% b) ACCESSIBLE PATH OF TRAVEL LONGITUDINAL SLOPES SHALL NOT EXCEED 5.00% c) RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% d) WALKS SHALL NOT HAVE LESS THAN 48 INCHES IN UNOBSTRUCTED WIDTH

3. CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IDENTIFIED BY THE PROFESSIONAL ENGINEERING

SEAL AND SIGNATURE ON THESE PLANS, OF ANY SITE CONDIT/ON(S) AND/OR DESIGN INFORMATION THAT PREVENTS THE

CONTRACTOR FROM COMPLYING WITH THE LAWS, REGULATIONS AND/OR BUILDING CODES GOVERNING ADA ACCESS COMPLIANCE.

4. DRAINAGE SHALL NOT BE ALLOWED ONTO ADJACENT PROPERTY.

5. THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES AS REQUIRED BY THE PROJECT SPECIFICATIONS, AND BY GOVERNING PUBLIC AGENCIES.

6. THE CONTRACTOR SHALL IMPLEMENT A STORM WATER POLLUTION PREVENTION PLAN {SWPPP) AS REQUIRED BY THE PROJECT SPECIF/CATIONS.
,-----, ~1 •
N.T.S.

NATIONAL GEODETIC SURVEY (NGS) POINT "PID-GU/080~ DESIGNATED "W 85 RESET 1932~

LOCATED NEAR THE NORTHEAST CORNER OF THE GATEWAY DRIVE BRIDGE OVER THE FRESNO RIVER. SEE NGS DATA SHEET FOR FURTHER DIRECTIONS. THE NAVD88 ELEVATION, PER THE NGS DATASHEET = 274.10 FEET.

SHEET NO. SHEET ID
1 C-1
2 P-1
3 P-2
4 SM-1
5 TS-1
6 TS-2

COVER SHEET
48 HOURS

BEFORE EXCAVATING
CALL "U.S.A." TOLL FREE
800 227-2600

UNDERGROUND SERVICE
ALERT

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCT/ON PRACTICES, CONSTRUCT/ON CONTRACTOR WILL 8£ REQUIRED TO ASSUM£ SOL£ AND COMPLETE RESPONSIBILITY FOR JOB SIT£ CONDITIONS DURING TH£ COURSE OF CONSTRUCT/ON OF TH£ PROJECT.

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL 8£ MAD£ TO APPLY CONTINUOUSLY AND NOT 8£ LIMITED TO NORMAL

WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO

DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH TH£ PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.

DESCRIPTION
PIAN & PROFILE - OLIVE AVENUE STA. 28+00 TO KNOX STREET PIAN & PROFILE - KNOX STREET STA. 51 +DO TO NE.PLUS WAY

STREET SIGNING, MARKING AND STRIPING PIAN

TRAFFIC SIGNAL - OLIVE AVENUE AND KNOX STREET
TRAFFIC SIGNAL - OLIVE AVENUE AND KNOX STREET SCHEDULE AND NOTE~ CITY ENGINEER........................ KEITH HELMUTH....... 559-661-5418 PROJECT ENGINEER ................. ELLEN BITTER ........ 559-661-5418 ASST. PROJECT ENGINEER ......................................... 559-661-5418 RESIDENT ENGINEER ................................................... 559-661-5418 STREET DEPARTMENT. ................................................. 559-661-5466 CITY ELECTRICAL FACILITIES ....................................... 559-661-5466 POLICE DEPARTMENT. ................................................. 559-674-5611 FIRE DEPARTMENT. ..................................................... 559-661-5497 PACIFIC GAS & ELECTRIC .......................................... 800-743-5000 COMCAST (CABLE} ...................................................... 559-656-6000 AT&T. ......................................................................... 800-241-3624 SPRINT. ...................................................................... 800-521-0579 CENTURY LINK ........................................................... 800-526-3557 UNDERGROUND UTILITY LOCATING SERVICE.............. 800-642-2444 SHEET 1 OF 6 SHEETS

PIAN REVISION
INITIAL ISSUE DATE: 04/22/2024 REVIEWED BY
CHANGE DATE APPROVAL PUBLIC WORKS:

FIRE DEPARTMENT:
0 REV. PARKS DEPARTMENT: I CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR DESIGNED BY: £. BITTER CHECKED BY:
,i ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE PERFORMANCE OF -., REV. bs WORK, INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY, ON A CONTINUOUS BASIS NOT LIMITED TO NORMAL "' No, 53951 ' DRAWN BY: S. ROBERSON INSPECTED BY:
"" .: WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS TH£ CITY OF THE NORTH LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, u ,JL -f( ,_R_E_V._. --------+----+--------< CONSTRUCTION :;i iS MADERA FROM ANY AND ALL LIABILITY, REAL OR AUE.GEO, IN CONNECTION WITH THE PERFORMANCE OF WORK TOWNSHIP 11 SOUTH, RANGE 18 EAST, MOUNT DIABLO MERIDIAN BEING SOUTH 89"08'13" EAST. 5,;. r 1-{t:__,, -1/, :')°G -'.:,,'f REV. DATES DATE STARTED DATE COMPLETED :; ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OF MADERA. l.,{,,f.'t(J I'-" I a CJVI ' CONTRACTOR:
; or c~'J REv.
s I§' ELLEN DOBBS BITTER DATE WORK ORDER No. PROJECT No. R-000010 {PHASE Ill} ~~---------------------------------------------------------------------------------------------------------------------------------------~-----------------------------~ 269 270 271 272 273 274 275 38+00 38+50 39+00 39+50 40+00 269 270 271 272 273 274 275 TYPICAL SECTION - OLIVE AVENUE STA 38+93.50 TO STA 39+08.50 TI=9.0 R=40 TYPICAL SECTION - OLIVE AVENUE STA 38+57.40 TO STA 38+93.5 TI=9.0 R=40 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93637 OLIVE AVENUE AND KNOX STREET WIDENING AND INTERSECTION IMPROVEMENTS PLAN & PROFILE - OLIVE AVENUE STA. 38+00 TO KNOX STREET SCALE: 1"= 0 5 10 20 20 SCALE: HORIZ=1"=20' VERT=1"=2' P-1 STA 38+00
STA 38+00
CONTINUE CONSTRUCTION KNOX STREET SEE SHEET 3
CONTINUE CONSTRUCTION LEGEND 12 1 2 SYMBOL LEGEND PLAN VIEW PROFILE VIEW SCALE: 1"=20' SCALE: NONE SCALE: NONE 4-26-24 • STA. 38+57.40' .\0,00' RT MATCH EXISTING UP 271.45 TC 271.71 FL 271.30 REMOVE EXIST. BARRICADE REMOVE EXISTING WATER LINE AND METER BOX OLIVE - - STA. 38+93.50' 40.50' RT (ANGUE POINT) END PLANTER STIRIP REMOVE AND DISPOSE OF EXISTING AC DIKE + STA. 39+08.50' .\0.00' RT BC 30' RAD. TC 272.07 FL 271.57 STA 39+29.48 48.56 RT CCNSTIRUCT ADA RAMP AVENUE - - • MASONRY WALL • -~ L~ w----w----w--- 1 • • 40+00 39+ ,03 BRA CAP, NW COR, NE 1/4 OF NE 1/ D ECT 30, T11S,~,18E, MDB&M - - - - CONSTRUCT ROADWAY PER TYPICAL SECTION AS SHO~ ON THIS SHEET W ffe /%3 SAWCUT, REMOVE AND DISPOSE EXISTING AC AND REPLACE PER TYPICAL SECTION ~---(SEE THIS SHEET) '\-is HOSE BIB °rs TIRAFRC SIGNAL POUE AC ASPHALT CONCRffi 71FP BACKFLOW PREVENTER *'IGHT AREA LIGHT -(j} ELECTIRIC RISER OR PANEL AB AGGREGATE BASE -- - - - --- - -- - - - ---- - - - - < s-o.53% - - I /.-...... _ \ __ ) CONSTRUCT ADA RAMP AND RETURN PER CITY STD, ST-16 EUECTIRIC BOX ~IGHT STIREET LIGHT -$;- 01B ® SANITARY SEv.ER MANHOUE ~M TELEPHONE RISER OR PANEL EV SURVEY MONUMENT LT ELECTIRIC VAULT UEFT I r·, • I \ .. .J CONSTIRUCT CONCRETE SIDEWAUK PER CITY STID. ST-13A AND MAINTAIN ADA PATH OF TRAVEL AROUND CONTROUUER (SIGNAL) EQUIPMENT I g z i IRRIGATION BOX e BUSH Ill CATCH BASIN •• TIREE 1tH FIRE HYDRANT iRP GUARDPOST 0GW GUY \llRE ATTACHMENT .i. WATER TEE CCNNECTION 12' LANE 4' MEDIAN I EXIST. MEDIAN ISLAND TO REMAI @ STORM DRAIN MANHOUE (D TEUEPHONE MANHOUE %M GAS METER WATER METER 4 PAUM TREE ePP UTILITY POI.£ esp SERVICE POI.£ • TP TELEPHONE POI.£ 50' 12' 12' LANE LANE ---------------- ---- ---- ---------- 0.45' AC (3/4" MAX AGGREGATE) 0.85' AB (CLASS 2) • 0 sco 'wv 0GV 8' BIKE LANE STORM DRAIN INLET SEWER CUEAN-OUT ~GN WATER VALVE GAS VALVE TELEPHONE VAULT WATER VAL VE PROPOSED v.ELL .5' 4" CCNC SIDEWALK C&G PER ST-12 5' R/W 0.5' 3• r 111, RT RIGHT STA. STATION TSV TRAFRC SIGNAL VAULT TSB TRAFRC SIGNAL BOX TV TEUECCMMUNICATIONS VAULT HCR HANDICAP RAMP VAR VEHICLE ACCESS RAMP OPL OFRCIAL PLAN LINE 4' MEDIAN 4:1 12' LANE I EXIST. MEDIAN ISLAND TO REMAI' 50' 12' 12' LANE LANE ---------------- ---- ---- ---------- 0.45' AC (3/4" MAX AGGREGATIE) 0.85' AB (CLASS 2) 8' BIKE LANE 9.5' 4' CONC SIDEWAUK C&G PER ST-12 p C'/"\I ITLJ r.l FLOWLINE GRADE R/W ~0.5' 3• r ,11, EXISTING STORM DRAIN MANHOLE ® EXISTING SANITARY SEWER MANHOUE SHEET 2 OF 6 SHEETS HlLEf DEITIII I " 0.5' SCARIFlED SUB-GRADE CCMPACTIED --~ TO 95% RELATIVE COMPACTION 0.5' SCARIFlED SUB-GRADE COMPACTIED --~ TO 95% RELATIVE COMPACTION ______ .._ __________ APPROVED BY: DATE _____ _ PIAN REVISION 0 INITIAL ISSUE DATE: 04/22/2024 REVIEWED BY i CHANGE DATE APPROVAL PUBLIC WORKS:
cc FIRE DEPARTMENT:

CITY ENGINEER
~ REV. PARKS DEPARTMENT:
"' DESIGNED BY: E. BITTER
; ;:;;J No, 53951 REV. DRAWN BY: S. ROBERSON
" },; • ;;-' ;;£._0 1,-{~ 1/, '.J'6/.,1q -fr; ,_R_E_V. _____ -+--1--------< CONSTRUCT/ON ~W'to 'j.x / CIVIL REV. DATES DArt srARrto " "' CONTRACTOR:

I~ ELLEN DOBBS BITTER DATE REV. PROJECT No. R-000010 (PHASE Ill) "- s, WORK ORDER No.

CHECKED BY:

INSPECTED BY:

DA1t COMPLETED
<~ ~----------------------------------------------------------------------------------------------------------------------------------------_ ..... __________ _. __ .._ _____ ..._ __________________________ __, 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 269 271 273 272 270 269 271 273 272 270 TYPICAL SECTION - KNOX STREET STA 51+68.78 TO 54+20.39 TI=7.0 R=50 SCALE: 1"= 0 5 10 20 20 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93637 OLIVE AVENUE AND KNOX STREET WIDENING AND INTERSECTION IMPROVEMENTS PLAN AND PROFILE - KNOX STREET OLIVE AVENUE TO NEPLUS OLIVE AVENUE NEPLUS WAY P-2 LEGEND 1 2 SYMBOL LEGEND 12 SCALE: HORIZ=1"=20' VERT=1"=2' PLAN VIEW PROFILE VIEW SCALE: 1"=20' SCALE: NONE 4-26-24 ----- ~

II II II
II "
I II " I II II I II II I
I
i i / EX. FL= 71.57
) __ __,j;( EX. P=72.56
I I I
/ I / / ' I I / ) I I
r-c==,~,""~-=-_'5-~""', ,-ia, ==
// // I I / '" I I / /j / /
" 11 / I
IJ .,/,/ _)J.,.-,,,.,.-"'
--
/
===~;::::-/
---=- z:=-
•r,:;,;, EX. Fl=70.62
L~
l ---i-------TI
I
'El
EX. P=72.28
--SC' -
,,
,,
I
,, ,, ,,
I
" ,)\ " I " " " 0 " V, " " " " ..., " V, " x " " " " "
~-"\
EX. P=72.61
- L/.%' ----i
STA. 51+2B.13' B' LT

SAW CUT, MATCH
EXIST.

EX. P=72.19
EX. P=71.78
EX. P=71.93
ST +55.33' 28' RT

SAW CUT, MATCH
EXIST.

I II
~/''
EX. Fl=71.55
9+ 75.67' 27.96' RT
CUT, MATCH EXIST.

LL.i--
EX. FL=72.03
EX. G=71.60
so' (TYP)

THE STRUCTURAL PAVEMENT SECTION WITHIN THIS

AREA ADJACENT TO THIS CURB RETURN SHALL BE
KNOX
AS PER THE l'fPICAL SECTION SHOWN ON SHEET NO. 2
50'. (T)'f')

EXISTNG EDGE OF PAVEMENT
50' (l'fP)
REMOVED EXISTING POLE. EXTEND CONDUIT.S AND
TERM I NA TE WITH ELECTRICAL BOX AT PLANTER AREA. FOR
FURTHER COMPLIANCE SEE NOTE 3, 4 AND 7 ON SHEET 5.
50' (l'fP) .....................
-7C'---- i STA. 54+20.39' 8' LT
SAW CUT, MATCH EXIST.

STA. 54+20.39' 27.9' T
SAW CUT, MATCH EXIST.

WATER TEE 270. 79
i~
L-'\w-i
I
II II
II

II II II
"
- CONSTRUCT ROADWAY PER l'fPICAL SECTION AS SHOWN ON THIS SHEET f01/%1//,Q'.j SAWCUT, REMOVE AND DISPOSE EXISTING AC AND REPLACE PER l'fPICAL SECTION (SEE THIS SHEET)
8 ii;
,, ii
'"
,,
I
------
R/W
f-----------40'-----------l
4' CONC

SIDEWALK
.
-
7FP
ctB
01s
-
-
'l,s
BACKFLOW PREVENTER ~GHT
ELECTRIC BOX *l1GHT
IRRIGATION BOX @
/

EXISTING GRADE AT CONSTRUCTION CONTROL

LINE AND I ,NTERLINE OF ROADWAY
_j_ - -
-
-- -
-
-----
-
S 0.16% >
I
PR "'"CT ~, TTCR /

FLOWLINE G ADE

HOSE BIB TRAFFIC SIGNAL POLE AC ASPHALT CONCRETE

AREA LIGHT ELECTRIC RISER OR PANEL AB AGGREGATE BASE
STREET LIGHT -$;- TELEPHONE RISER OR PANEL EV ELECTRIC VAULT SANITARY SEWER MANHOLE ~M SUR\l:Y MONUMENT LT LEn ......._
1, __ ) CONSTRUCT ADA RAMP AND RETURN PER CITY STD. ST-16 /--.,

1. ; ,J CONSTRUCT CONCRETE SIDEWALK PER CITY STD. ST-13A - - - - @ EXISTING STORM DRAIN MANHOLE
\. - -
\ - @ EXISTING SANITARY SEWER MANHOLE
\_ CONSTRUCTION CONTROL NE

FINISHED GRADE
SH££T 3 6 SH££TS

0.35' AC (3/4" MAX AGGREGATE) C&G PER 1---------._ __________ -! APPROVED BY: 9 ® STORM DRAIN MANHOLE • STORM DRAIN INLET RT RIGHT BUSH DATE _____ _ as 0.60' AB (CLASS 2) ST-l 2 PLAN REVISION 0 0.5' SCARIFlED SUB-GRADE---' ':' COMPACTED TO 95~ INITIAL ISSUE DATE: 04/22/2024 REVIEWED BY ! RELATIVE COMPACTION CHANGE DATE APPROVAL PUBLIC WORKS:
::' ~8B !J; FIRE DEPARTMENT: ! REV. PARKS DEPARTMENT:

DESIGNED BY: E. BITTER
No. 53951 REV. DRAWN BY: S. ROBERSON
"~ /2,;~ ,. /L.,, /,,.~ '1/~G/.1q ,__R_E_V. ____ --+--+-----< CONSTRUCT/ON 5 i ¼)pfo" ¢)LZ' 1/ '-" 1 CIVI . REV. DA TES DA TE STARTED 0 (I) TELEPHONE MANHOLE sco SEWER CLEAN-OUT STA. STATION

CATCH BASIN A SIGN
•• GAS METER T.SV TRAFFIC SIGNAL VAULT TREE WATER METER "wv WATER VALVE T.SB TRAFFIC SIGNAL BOX ~H FlRE HYDRANT PALM TREE 0cv GAS VAL\I: TV TELECOMMUNICATIONS VAULT 'tRP GUARDPOST • pp UTILITY POLE TELEPHONE VAULT HCR HANDICAP RAMP ·cw GUY WIRE ATTACHMENT esp SER\ICE POLE ...... WATER VALVE PROPOSED VAR 11:HICLE ACCESS RAMP i-1-i WATER TEE CONNECTION e TP TELEPHONE POLE 9w WELL OPL OFFICIAL PLAN LINE

CITY ENGINEER
CHECKED BY:

INSPECTED BY:

DATE COMPLETED i Of' Cf,.\§3/ CONTRACTOR:
"' ELLEN DOBBS. BITTER DA TE REV. , , 1
1~--------------------------------------------------------------------------------------------------------------------...l.~~~O~R~K~O~R~D~E,~R:....:..: N~o.:...,_ __ J....._.J.... ____ ..J....P_R_O_J_E_CT__N_o_. _ R_-_o_o_o_o_1_o_l~'P_H_~_s_E_l~~---------J CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93637 STREET SIGNING, STRIPING & MARKING PLAN KNOX STREET SCALE: 1"= 0 5 10 20 20 OLIVE AVENUE SM-1 NEPLUS WAY STRIPING IN THIS AREA IS NOT-A-PART OF THIS PROJECT AND IS SHOWN FOR REFERENCE IN LOOP DETECTION INSTALLATION INTERSECTION IMPROVEMENTS OLIVE AVENUE AND KNOX STREET WIDENING AND4-26-24 r - ---, j I , I" , I e;i II I u r I I II I I Ill I I H I I fl I I Ill I I II I I II I I II I I Ill I I II I I II I -----~ I I I I R1-1 SIGN AND R1-3P PLAQUE TO BE REMOVED AND SALVAGED WHEN SIGNAL IS FULLY OPERATIONAL • Rl -1 / / I I I I I I fl I I II I I 111 I I I II II I I I I Ill I I II I I r II II 010 r I I I",:,,- I i 1ii/ 11 II I I 111! II I I ) Iii i I I '=1r+III I I 1 l -- , , --- I I I I / I ,1 f I I I I I I I I I ...J II II " " II II " II " II " II " II " ,, " II " II II " " II " " " II " " " " " II " " " II " II " " " II " " " II " II II II " II " " " II " II " II " II " II " l~ JI " ..... ~/ w I ii I I r I IJ I I I I; I I I ,, I I I I I/ I I I I; I I I I; ; I I I/ / I I I; I I I I; I I I 11 I I I /1 ; ! I 11 I I I 11 ; ,'I I 11 ; I 11 I I I J; I 11 I I; I I I I/ I I I I; I ; J Ii I I I 11 I I I I; I I I IJ I I I I; I I I Ii ; I I 11 I I I I I :,~ • tJ!l.rJI R 1-3~ Rl-1 SIGN AND RI-JP PLAQUE TD BE REMOVED AND SALVAGED WHEN SIGNAL IS FULLY OPERATIONAL as, (CAI I l;c~n:~ I 11 l~:::J :~' ~~ll~ ~;E !~::~:~ lBEGINII 1 11 ', R26(S)(CA) R26(S)(CA)L EXISTING STOP BAR \ \\ ', R26(S)(CA) ru.~U IGIIT , W.'Jl. f<:A' RaiHAl W7• !CA) W74(CA) TO BE REMOVED \' 111 ', ~ , W73A(CA) RBi (CA) II , , '' ',,,. R3-7 ---------------t---------- 175'± -----------.--------------,---t------------t----------------175'± ------------,-----------------\-----1 "--- ,, R/W \\ 7'' ' \\\/" 1 ' (01411 ~===;,~,~ __ :: __ ':,_J...::;1 1.' R l-:P --------------------- ----------------- -------------------------------------------------------------------------- ----------- ,-' ~'/'"' I I / '/ I I I' IJ / / ,, /J / / ,, ,,/ ,,, ------------- JJ ,,, ,., ------========r~======--.:'.'.:--"'-"':.::--=-' , ·,-- 39 .. REMOVE ALL EXISTING'\_ 100' - MATCH EXISTING "" STRIPING "' ITTBk .. STIRIPE '\_ , r@: __ " ,w - - ,w_~ :,_ _j__l'W @7 : • t- - t ~- __ ,, -=-=-=-=-=-==-~ss~~t:=._ _____ _________ +-1•---_-_-_-_-_-_-________ ._.,.._..IOllll-----~;;,:;.---------------------ii!Ollll--- 54+00 55+00 56t00 65' I .. - 160' + I I I I I " 65' IUl,01 I LEGEND: STRIPING INo.1 REFERS To STRIPING DETAIL NUMBER PER 2014 MuTcD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES @ 12" WIDE CROSSWALK WHITE LINES @ 12" WIDE CROSSWALK YELLOW LINES © 12" WIDE STOP UN£ ® 12" WIDE WHIT£ UN£, 10' SPACING © TYPE Q OBJECT MARKER @ TYPE K2(CA) OBJECT MARKER ® REPAINT EXIST. STRIPING / MARKING d l r 12' I I I I I 12'18' I I -I :;; I I I I I I I I I I I I I ' I I I I I I I J3: I I ' w 0 "' u l!c " "' I z 0 u ,I :1 I I I I I I I I - EXISTING Rl-1 SIGN AND Rl-3P PLAQUE TO BE -" " RELOCA TIED AND REMOVED AND SALVAGED \\HEN SIGNAL IS FULLY OPERATIONAL '1 011,tii RF:-P- -1 GENERAL NOTES FOR SIGNING AND STRIPING: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LA TEST EDlnONS OF THE CITY OF MADERA STANDARD SPECIFICATIONS, CALTRANS STANDARD PLANS AND SPECIFICATIONS, CALIFORNIA MUTCD, AND THE SPECfAL PROVISIONS. 2. ALL TRAFFIC STRIPES ANO PAVEMENT MARKINGS SHALL BE PAINTED, EXCEPT AS OTHERWISE NOTED ON THE Pl.ANS. 3. EXACT LOCATTON AND POSITION OF ROADSIDE SIGNS SHALL BE DEIERMINED IN THE FIELD BY THE ENGINEER. 4. REMOVE CONFLICTING EXISTING TRAFFIC STRIPES ANO PAVEMENT MARKINGS BY APPROVED GRINDING METHOD. 5. ALL CURB LANE WIDTHS ARE MEASURED TD FACE OF CURB. 6. THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING ONLY. 7. ALL CROSSWALKS SHALL BE 12" WIDE, OUTSIDE EDGE TO OUTSIDE EDGE. 8. P/JJNT!NG TO BE PER CALTRANS STANDARD, 7 DAYS AFTER FOG SEAL APPLICATION. 9. PAINTING REQUIRES 2 COATS. 10. INSTALL BLUE PAVEMENT MARKER AT ALL FIRE HYDRANTS PER CITY STD. DRAWING W-6 11. P/JJNT MEDIAN NOSE 4 FEET WITH TRAFFIC YELLOW. 12. INSTALL TYPE "Q" MARKERS ON ALL MEDIAN NOSES. PLAN REVISION " ll S}j "I(~ INITIAL ISSUE DAT£: 04/22/2024 '5
::<>~ REY.
5, ;;7_;_ 1, , I a. 53951
; dtu,., ,t.cch f!JX~ "-1/.?6/~1 REY.

IVIL REY.

CHANG£ DATE APPROVAL

SHEET SHEETS
APPROVED BY: DATE _____ _

CITY ENGINEER
REVIEWED BY PUBLIC WORKS:

FIRE DEPARTMENT:

PARKS DEPARTMENT: DESIGNED BY: E BITTER
DRAWN BY· S ROBERSON

CONSTRUCT/ON

DATES DA TE STARTED
CHECKED BY:

INSPECTED BY·
t3 OF CAU REV. DATE COMPLETW
§ a ELLEN DOBBS BITTER DA TE CONTRACTOR: =
REV. PROJECT No. R-000070 (PHASE Ill) }~-----------------------------------------------------------------------------------------------------------------------------------------------------~-~-~_o_~_~_R_M_o_. _____ --~~-----~----------------------------- CITY OF MADERA ENGINEERING DEPARTMENT 205 WEST 4TH STREET MADERA, CA 93637 OLIVE AVENUE WIDENING GATEWAY DRIVE TO KNOX STREET TS-1 TRAFFIC SIGNAL - OLIVE AVENUE & KNOX STREET4-26-24 111 :::,
111
N N SPEED LIMIT \
lll4P 25 MPH
-<:1-----c=-
lll4 lll1 & lll5 lll2PI lll2 & lll6 11)3 & r/J7 lll4 & lllB I !116
lll71
lll4P Ill 1
v __Jlll3
-<:]-- ----c>- "
ItT14•-1
105'± TO
111

LIMIT LINE
T S(E) I ___ __/!: __ -_
_
4"_c
_(_SC_H_ED-+~-L_E
_
80--+IN,- i_-c_)-._ -P_T==---''11- +-------------
~ ~ TO LOOP DETECTORS
0 I~ 7. s· •~ --+------< I I 3. s·

7. s·
3 ll Ill 1
lll5
-
lll5 lll2
02P I llll6P
lll6 I I
lll71 _Jlll3 v v
1 lll6P
lll2
lllB I
v -<:I--- - -c=- lllBP
lll1 & lll6 lll3 & lllB

PROPOSED PHASE DIAGRAM

STEADY DEMAND SEQUENCE
FLASHING: ALL PHASES RED

EMERGENCY VEHICLE PREEMPTION
8/A = lll2+11l5 8/B = lll4+11l7
8/C = !111 +lll6
8/D = lll3+11l8
lll4
lllB
-<:]-- - ---c>-
lllBP
I
111
II I I
12 111
111 111
111 I 111 0
111 111
111 111
lll21 I I~ :::, 0, --,
"'
SA\.ICUT DETAIL WINDING DETAIL

BIKE LO
OP (
3' X3 ' )

DETECTOR CONFIGURATION

ROUND CORNERS OF ACUTE ANGLE SAWCUTS TO PREVENT DAMAGE
TO CONDUCTORS.

DETAIL: BIKE LOOP DETECTOR

NOT TO SCALE
R/W
BICYC I [ I OPP DETECTOR
SYMBOL FOR 3'X3' I QQP I 3'X5' ITS VAULT, I
SEE DETt,IL ON SHEET TS-2
-----
D,a
----
--------------
·- -- -- -- -- --- -r13
416L SPEED LIMIT
35 MPH
1·
_:)'
416U \.....t~:::::::,:::::===~-------------------------185'± TO 1A"7-:l LIMIJ LINE 7J9L 8J6U

CONSTRUCTION NOTES (THIS SHEET ONLY)
OJ CONSTRUCT FOUNDATION PER STATE STANDARD PLAN ES-3C; TOP OF FOUNDATION SHALL BE AT LEAST 12" ABOVE THE ADJACENT GRADE OR SIDEWALK. FURNISH & INSTALL MODEL 332L CABINET WITH BATTERY CABINET EXTENSION AND MODEL 2070E CONTROLLER WITH McCAIN 2033, REVISION 2 SOFTWARE OR EQUAL FURNISH AND INSTALL EQUIPMENT TO FACILITATE EIGHT PHASE SIGNAL OPERATION. PRIOR TO INSTALLATION CONTRACTOR SHALL HAVE CONTROLLER TESTED AND SUPPLY THE CONSTRUCTION INSPECTOR WITH A CERTIFICATE OF COMPLIANCE. INSTALL A GPS TIME SOURCE WITH RECEIVER AND MICROPROCESSOR TO INTERFACE WITH CONTROLLER. MODEL 222 DETECTOR AMPLIFIERS SHALL BE EQUIPPED WITH AN AUDIBLE DETECT SIGNAL FURNISH AND INSTALL BATTERY BACKUP SYSTEM. (I] FURNISH AND INSTALL TYPE Ill-CF SERVICE EQUIPMENT ENCLOSURE WITH 120V /240V, 1 PHASE, 3 WIRE SERVICE.

COORDINATE WITH PG&E TO CONNECT AND SET METER. FURNISH & INSTALL THE FOLLOWING CIRCUIT BREAKERS PER STATE STANDARD PLAN ES-2F:

ITEM NO. COMPONENT NAME PLATE DESCRIPTION
1 1 OOA, 240V, 2P MAIN
2 50A, 120V, 1 P SIGNALS (METERED)
3 20A, 120V, 1 P SPARE (METERED)
4 1 OOA, 240V, 2P MAIN
5 30A, 120V, 1 P LIGHTING (METERED)
6 15A, 120V, 1P LIGHTING CONTROL
7 15A, 120V, 1P SPARE (METERED)
8 15A, 120V, 1P TEST SWITCH
¼
19 '>
9 E--t !ll
-
1~
=
t,J : !
I I -~
11 I
-
I
I
-
P.O .. I
-11 I
' I --
I ! sl
I 'I
I 11 £
11110
I 11 I
,:~
:i
I 11
i ,1 l1 g
(f ·1 111
-~
-,---
~~"""'
1 111 "" [
I I 11
[I) INSTALL 3• CONDUIT AND INTERCEPT EXISTING CONDUIT PER PG&E STANDARDS. 111 m REMOVE AND SALVAGE EXISTING POLE & STREET LIGHT. REMOVE & DISPOSE oF UPPER 3• oF EXISTING FOUNDATION. 1 11 cl!' I I
I I _J I
REMOVE AND DISPOSE OF EXISTING STREET LIGHTING CONDUCTORS TO NEXT ADJACENT LIGHT. BACKFILL AND RESTORE SURFACE PER CITY STANDARDS.
- I 12 CD
~,ill
'JF-=-)\< :x ------ix
E
0 SCALE: 1"
20·
- 20'
40'
---
- -
\
\
\
\
\
\
\
\
@] I FURNISH AND INSTALL No. 6(E) PULL BOX WITH "INTERCONNECT" INSCRIBED ON COVER. SPECIAL NOTES I I --
4"C (SCHEDULE 80 PVC), PT
6 18
-
I
16 CONTROLLER LOCATION DETAIL

NOT TO SCALE

LEGEND (THIS SHEET ONLY)

TRAFFIC SIGNAL CONDUIT
- - - - - - - STREET LIGHTING/SERVICE CONDUIT - • - • - ITS CONDUIT (4" SCHEDULE 80 PVC), PT - EMERGENCY VEHICLE PREEMPTION DETECTOR UNIT PER CITY OF MADERA EVA-...,_ SPECIFICATIONS
0 D
PEC
P.O.S.

R/W
'-DENOTES CHANNEL
CALTRANS TYPE E LOOP DETECTOR CALTRANS TYPE D LOOP DETECTOR (5 TURNS). INSTALL A BICYCLE LOOP DETECTOR PAVEMENT MARKING (PAINT) PER CALTRANS STANDARD DRAWING A24C

WHERE SHOWN ON THE PLAN
BIKE LOOP DETECTOR (3 TURNS). SEE BIKE LOOP DETECTOR DETAIL, THIS SHEET.

PULL BOX (No. 6(E) UNLESS OTHERWISE NOTED)

EXISTING PU LL BOX

PHOTOELECTRIC CONTROL

PROPOSED POINT OF SERVICE

RIGHT OF WAY
FOR OTHER SYMBOLS REFER TO STATE STANDARD DRAWINGS.

SHEETS
i (I] FURNISH AND INSTALL No. S(E) PULL BOX. PULL BOX LID SHALL BE INSCRIBED "ELECTRICAL". I ! I I WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON l---------'-------------1 APPROVED BY: --"-"""' CITY ENGINEER DATE ____ _ [I] FURNISH AND INSTALL PG&E No. 2 PULL BOX PER PG&E STANDARDS. 1 I [ ~~R:~N~UTTH~i 0~~0NJuj!~ilf~~~3cJ0 J:uc'f5~IiNA!~~ , I I I SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT I' 1 INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A
EED LIMIT I 5(', E) 1
1 REPRESENTATION THAT SUCH STRUCTURES WILL BE FOUND WHERE REV. ! MPH 1 1 SHOWN, OR THAT THEY REPRESENT ALL THE STRUCTURES THAT I i X I
I I I

PLAN REVISION

INITIAL ISSUE DATE REVIEWED BY
CHANGE DATE APPROVAL PUBLIC WORKS:

FIRE DEPARTMENT: PARKS DEPARTMENT: DESIGNED BY: JR CHECKED BY: JR a :L-:;:;,,,,-~ I I Know what's below. MAY BE ENCOUNTERED. REV. i I 1 ! Call belere you dig. CONTRACTOR SHALL DETERMINE PRESENCE OF EXISTING FACILmES l--"'REV.:..:;. _______ +--1--------, gJ'!-ffRUCT!ON DATE STARTED ; I c 1 I"' ! AND SHALL NOTIFY THE ENGINEER OF POTENTIAL CONFLICTS. : CONTRACTOR: I 85'± TO I X LIMIT Ll:.i DRAWN BY: AM INSPECTED BY: DA TE COMPLETED \- . i§L :l _____________________________________ L...:LJLL....Ja c3 '1 l-""llrl"'1?K-OR._'DE,_"/?_M_v_----+--I--------, PROJECT No. R-000010 '-------1..!L.._...:.L __ ....J...J....i.....!ll ____________________________ ..i..:::::.::.:..::=.:.::;;...--.....L.-.L.---.....L..-------------------' CITY OF MADERA ENGINEERING DEPARTMENT 205 WEST 4TH STREET MADERA, CA 93637 OLIVE AVENUE WIDENING GATEWAY DRIVE TO KNOX STREET GENERAL NOTES (SHEETS TS-1 AND TS-2 ONLY) TS-2 OLIVE AVENUE & KNOX STREET - SCHEDULE & NOTES 4-26-24 ..
i
~:,. cs
!i
d,
li:3

CONDUCTOR SCHEDULE

AWG CONDUIT RUN NUMBER AND SIZE
OR
CABLE POLE PHASE & & & & & & In & ffi £ A1 M A1 & & A1
2-4" 2-4" 4• 4• 4• 4• 4• 4• 4• 4• 2· 2· 2· 2· 2· 1t 2· 2· 2· 12 csc 0 ~ 7,4P (VEH. & 2P 1/, 1/, 1/, / / / / / / / / / / / / / / / / PED) • ® 1~2,2P 4P 1/, 1/, 1/, 1/, / / / / / / / / / / / / / / / © 1~6,6P 4P 1/, 1/, 1/, 1/, 1/, / / / / / / / / / / / / / / 0 ~ 4,4P 6P V, V, V, 11/, 1/, 1/, / / V V / I/ / / / / V V / © ~ 8,BP 6P 11/, V, I/ I/ / / / 1/, 11/, V, I/ I/ / / / / I/ V I/ 0 p 1/, I½ I/ I/ / / / / 1/, I½ I/ I/ / / / / / I/ I/
• © 2~5,2P 8P 1/, 11/, I/ / / / / / / 11/, I/ / / / / / / I/ I/ 3 csc ® 7~8,BP (PPB) 2P 1/, 1/, / / / / / / / / / / / / / / / / / TOTAL 1/a 1/a ½ ½ ½ 1/, / 1/, ½ ½ / / / / / / / / /
Gl1 2 2 2 2
Gl2 3 3 3 3 1
~3 2 2
lYPE C LOOP Gl4 5 5 5 5 5 5 1
DLC • DETECT. Gl5 2 2 2 2
Gl6 5 5 5 5 1 Gl7 2 2 2 2 2 2
GIB 5 5 1
TOTAL DLC 26 26 12 12 7 7 7 7 1 1 1 1
#2 SERVICE 3
#4 SIGNAL POWER 2
#8 SAFElY LIGHTING 2 2 2 2 2 2 2 2 2
#B GROUNDING WIRE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 #10 PHOTOELECTRIC CONTROL 3 3 3 3
EMERGENCY VEHICLE PREEMPTION 4 4 2 1 1 1 1 2 PERCENT CONDUIT FILL 20% 21% 21% 16% 11% 7% 0% 5% 12% 16% 4% 4% 4% 4% 8% 14% 8% 2% 13% • NUMBER INDICATIONS ARE THE NUMBER OF CABLES WITHIN CONDUIT .

1. WORK SHALL BE DONE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, 2018 EDITION, THE LATEST CALTRANS ADOPTED EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA-MUTCD), THE LATEST EDITION OF THE CITY OF MADERA STANDARD SPECIFICATIONS AND DRAWINGS.

2. THESE PLANS ARE ACCURATE FOR ELECTRICAL WORK ONLY.

3. NO ABOVE GROUND WORK, EXCEPT SERVICE EQUIPMENT, SHALL BE PERFORMED UNTIL THE CONTRACTOR HAS ALL MATERIALS ON HAND TO COMPLETE THAT PARTICULAR SIGNAL LOCATION OR LIGHTING CIRCUIT.

4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS, AND SHALL PROVIDE PROTECTION PRIOR TO, DURING, AND AFTER TRENCHING, JACKING AND/OR BORING. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA), BY CALLING 811, AT LEAST TWO (2) WORKING DAYS BEFORE BEGINNING WORK.

5. CONDUIT INSTALLATION ACROSS ROADWAYS SHALL BE BY JACKING OR DIRECTIONAL DRILLING METHODS UNLESS OTHERWISE NOTED ON THE PLANS OR APPROVED BY THE ENGINEER.

CONTRACTOR SHALL SUBMIT A BORING PLAN FOR APPROVAL BY THE ENGINEER.

6. CONTRACTOR SHALL ARRANGE WITH UTILITY COMPANIES FOR ALL REQUIRED UTILITY RELOCATIONS, INCLUDING OVERHEAD CONFLICTS.

7. ALL TRAFFIC SIGNAL AND LIGHTING FACILITIES, INCLUDING CABINETS, STANDARDS, PULL BOXES, CONDUITS, AND LOOP DETECTORS, ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. AFTER ALL UNDERGROUND UTILITIES ARE MARKED, THE CONTRACTOR SHALL MARK FINAL LOCATIONS IN THE FIELD AND NOTIFY THE ENGINEER AT LEAST TWO (2) WORKING DAYS PRIOR TO COMt.lENCING WORK TO OBSERVE THE MARKED LOCATIONS.

8. PULL BOXES SHALL BE NO. 6(E) UNLESS OTHERWISE NOTED ON THE PLANS. PULL BOXES SHALL NOT BE INSTALLED IN CURB RAMPS. ALL LIDS SHALL BE LABELED "SIGNAL" OR "ELECTRICAL" AND SHALL HAVE LOCK JAW LID OR EQUAL.

9. ALL PULL BOXES INSTALLED IN NON-CONCRETE AREAS SHALL BE SURROUNDED BY A ONE (1)-FOOT-WIDE CONCRETE COLLAR, TO A DEPTH EQUAL TO THE PULL BOX AND EXTENSION.

10. ALL CONDUITS SHALL HAVE BUSHINGS INSTALLED PRIOR TO INSTALLING CONDUCTORS. STEEL CONDUITS SHALL HAVE LAY-IN STYLE LUGS THAT ARE CAST INTEGRAL WITH THE BUSHING. 11. CONDUIT BENDS OF 90 DEGREES ARE PROHIBITED UNLESS OTHERWISE NOTED OR WRITTEN PERMISSION IS GIVEN BY THE CITY OF MADERA ENGINEER. 12. ALL NEUTRAL CONDUCTORS SHALL BE WHITE IN COLOR THROUGHOUT THEIR ENTIRE LENGTH. 13. TRAFFIC SIGNAL CABLE SHALL NOT BE SPLICED BETWEEN THE CONTROLLER CABINET AND THE TERMINAL COMPARTMENTS MOUNTED ON THE POLES. 14. SEAL CONDUIT WITH AN APPROVED DUCT SEAL AFTER ALL CONDUCTORS HAVE BEEN INSTALLED. 15. ALL VEHICLE AND PEDESTRIAN SIGNAL SECTIONS SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. VEHICLE SIGNAL SECTIONS SHALL HAVE 12' (300 MM) DIAMETER LENSES WITH BACKPLATES AND TUNNEL VISORS. ALL VEHICLE AND PEDESTRIAN SIGNAL SECTIONS SHALL HAVE t.lETAL AND RUBBER WASHERS INSTALLED ON THE INSIDE OF THE HEAD.

16. PEDESTRIAN SIGNAL UNITS SHALL BE FULL SYMBOL CA-MUTCD COMPLIANT, LED "COUNTDOWN" lYPE WITH 9-INCH NUMERALS; GELCORE MODEL PS7-CFF1-01A-18, OR APPROVED EQUAL SIGNAL ALIGNMENT SHALL BE AS DIRECTED BY THE ENGINEER.

17. THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE OPTICOM (GTT) EMERGENCY VEHICLE PREEMPTION (EVP) SYSTEM (721 TWO-DIRECTION DETECTION, SINGLE CHANNEL) IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. EVP DETECTOR UNITS SHALL BE INSTALLED ON SIGNAL MAST ARMS AS SHOWN ON THE PLAN, CENTERED OVER THE NUMBER ONE THROUGH LANE, WITH BRACKETS APPROVED BY THE CITY OF MADERA. THE CONTRACTOR SHALL DELIVER THE MODEL 762 DISCRIMINATORS TO THE CITY.

18. SIGNS SHALL BE TYPE Ill OR IV RETROREFLECTIVE SHEETING PER ASTM D4956-17. ALL SIGNS SHALL BE COVERED WITH A TRANSLUCENT ANTI-GRAFFITI FLUOROPOLYMER FILM THAT DOES NOT IMPAIR THE REFLECTIVITY OF THE SIGN.

19. CONDUITS EXITING THE CONTROLLER FOUNDATION AND ENTERING INTO THE CONTROLLER CABINET SHALL BE ALIGNED TO ENTER WITHIN THE TEES SPECIFIED CABINETS WITHOUT ANY MODIFICATIONS TO THE CABINET BASE.

20. ALL RESURFACING SHALL MATCH EXISTING SURFACES AFTER SIGNAL FACILITIES ARE REMOVED AND/OR RELOCATED. 21. ALL LUMINAIRE CIRCUITS SHALL BE FUSED. THE FUSE SHALL BE LOCATED IN THE LUMINAIRE HOUSING AT EACH POLE (5 AMP KTK FUSE IN TRON HEB lYPE FUSE HOLDER). 22. THE CONTRACTOR SHALL FURNISH AND INSTALL PG&E POLE NUMBERS. 23. THE CONTRACTOR SHALL FURNISH AND INSTALL AN ACCESSIBLE (AUDIBLE) PEDESTRIAN SIGNAL (APS) SYSTEM (2-WIRE POLARA NAVIGATOR OR APPROVED EQUAL). THE APS SHALL PROVIDE BOTH A VIBRATING ARROW BUTTON AND AUDIBLE SOUNDS DURING THE "WALK" INTERVAL, AS WELL AS A LOCATING TONE DURING THE PEDESTRIAN CLEARANCE AND "DON'T WALK" INTERVALS .

CABINET CONTROL UNIT (CCU) SHALL BE MOUNTED ON A CITY-APPROVED MANUFACTURED BRACKET iMcCAIN M49021 OR APPROVED EQUAL). THE CONTRACTOR SHALL PROVIDE THE CITY WITH THE LATEST MEANS OF PROGRAMMING THE APS SYSTEM. PEDESTRIAN PUSH BUTTONS SHALL HAVE 2 DIAMETER ACTUATORS AND COMPLY WITH THE AMERICAN DISABILITIES ACT (ADA).

24. CONTRACTOR TO FURNISH AND INSTALL HAWKINS HANGERS, OR APPROVED EQUAL, FOR ALL STREET NAME SIGNS. 12" WIDE X 4" THICK

CONCRETE COLLAR (IN

NON-SIDEWALK AREA)
~- CONDUIT PER PLAN--....
.; .• . ••. _ :·.: "'
"' SWEEP ITS CONDUITS INTO

ACCESS BOX
R/W""\
~--t--'-----:c5cr_-co~---+-~FUTURE FIBER OPTIC CABLE

PLAN VIEW
NOTES:

1. 90" CONDUIT ENTRIES ARE NOT ALLOWED. CONDUIT SHALL BE DIRECTLY ACROSS FROM ADJACENT CONDUITS.

2. VAULT SHALL HAVE A TORSION SUSPENDED & SPRING LOADED LID WITH TWO HOLDUP BRACING BARS.

3. VAULTS SHALL INCLUDE BOLT DOWN LIDS.

4. LABELING ON LID SHALL READ "ITS COMMUNICATIONS".

5. VAULTS SHALL BE APPROVED BY THE CITY ENGINEER.

6. FOR ADDITIONAL 3' X 5' VAULT DETAILS, SEE 3'X5' ITS VAULT DETAIL B. 3'X5' ITS VAULT DETAIL A

REPLACE

SURFACING

IN KIND
40"
MIN
6" MIN
CRUSH ROCK-~

BEDDING PER

SPECIFICATIONS
5/B"GI COPPERCLAD
GROUND ROD (8' LONG)
W/ 10 GA STRANDED WIRE
Ile ACORN CONNECTOR (OR
APPROVED EQUAL) .

NOTES:
•
....
s·-o·
6"1 r- _l_
• co
,,,

VAULT LID SHALL BE FLUSH WITH
SIDEWALK DR BE SET TO FUTURE SIDEWALK GRADE @ l° PER FOOT ABOVE TOP OF CURB.

INSTALL NATIVE SOIL COVER
FLUSH WITH SIDEWALK OR 2"
ABOVE TOP OF CURB.

SEE NOTE 2

COIL WRAP HOOK (BOTH SIDES)
6" FROM

BOTTOM OF
VAULT

CONDUIT KNOCKOUTS, TYP
__j 24" 3/ 4 "GI CRUSHED GRAVEL SUMP

ELEVATION VIEW

1. INSTALL COMMUNICATIONS BELLS ON CONDUIT ENDS Ile CONNECT TONEABLE CONDUIT TO GROUNDING ROD.

2. WRAP VAULT WITH BUILDING PAPER PER SPECIFICATIONS BEFORE BACKFILLING.

TWO r BRACING BARS,
ONE EACH SIDE.

LADDER PER

CALTRANS DETAIL
D75C

NON-SLIP
COATING (PER SPECIFICATIONS).
3' -0"

PENETRATE VAULT THROUGH

LOWEST KNOCKOUTS OR AS

DIRECTED BY CITY ENGINEER

HOLD DOWN PENTA HEAD
BOLTS (3 EACH LID).

H20-44 TRAFFIC RATED
COVER
~~~'.fi\,, LID HINGES SHALL BE
1-'illl~~= TORSION SUSPENDED Ile
-, SPRING LOADED.
3-D VIEW
;;;----LOCKING PINS

SEE PLANS FOR CONDUIT

PLACEMENT
ALL VAULTS SHALL HAVE A 6"GI
DRAIN HOLE. ALL DRAIN HOLES
SHALL BE OPEN FOR DRAINAGE.
3'X5' ITS VAULT DETAIL B
3'X5' ITS VAULT DETAIL

NOT TO SCALE

EQUIPMENT SCHEDULE
LOCA- POLE MAST ARM LENGTH SIGNAL MOUNTING BACK- PPB LUMINAIRE G7 SIGN NOTES:

TION lYPE SIGNAL LUMINAIRE POST MAST-ARM PED PLATE f ARROW (LED) SNS @ 26-4-100 40' 15' SV-1-T MAT MAS (F=19') SP-1-T 3 2P 100 Olive Ave EVC. FURNISH AND INSTALL CREE STR-LWY-2M-HT-10-E-UL-SV-525-R-UTL-40K SAFElY LIGHT. ® 1-A (10') - - TV-2-T - SP-1-T 2 4P - -© 19-4-100 30' 15' SV-1-T MAS (F=13') SP-1-T 3 4P 100 Knox St EVD, R73-3(CA). FURNISH AND INSTALL CREE STR-LWY-2M-HT-10-E-UL-SV-525-R-UTL-40K SAFElY LIGHT. ® ® ® ® ® NOTES:
1-A (10') TV-2-T - SP-1-T 2 6P - - - -
26-4-100 45' 15' SV-1-T
MAT
MAS (F=19') SP-1-T 3 6P 100 Olive Ave EVA FURNISH AND INSTALL CREE STR-LWY-2M-HT-10-E-UL-SV-525-R-UTL-40K SAFElY LIGHT. 1-A (10') TV-2-T - SP-1-T 2 BP - - - -
24-4-100 35' 15' SV-1-T MAS (F=14') SP-1-T 3 BP 100 Knox St EVB, R73-3(CA). FURNISH AND INSTALL CREE STR-LWY-2t.l-HT-10-E-UL-SV-525-R-UTL-40K SAFElY LIGHT. 1-A (10') - - TV-2-T - SP-1-T 2 2P - -

1. LUMINAIRES SHALL BE PER CITY OF MADERA STANDARD DRAWING ST-20.

2. CONTRACTOR TO VERIFY OVERHEAD AND UNDERGROUND UTILITY CLEARANCE PRIOR TO ORDERING EQUIPMENT. ARRANGE FOR UTILITY RELOCATION OR MODIFY EQUIPMENT SIZE/LOCATION AS NECESSARY WITH APPROVAL OF ENGINEER.

Know what's below.

Call befure yuu dig.

SPECIAL NOTES

WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON

THE PLANS, THE LOCATIONS ARE BELIEVED TO BE REASONABLY
CORRECT BUT ARE NOT GUARANTEED. SUCH STRUCTURES ARE

SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT

INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A

REPRESENTATION THAT SUCH STRUCTURES WILL BE FOUND WHERE

SHOWN, OR THAT THEY REPRESENT ALL THE STRUCTURES THAT
MAY BE ENCOUNTERED.

CONTRACTOR SHALL DETERMINE PRESENCE OF EXISTING FACILITIES AND SHALL NOTIFY THE ENGINEER OF POTENTIAL CONFLICTS.

SHEETS
1--------''-------------1 APPROVED BY: DATE _____ _

PIAN REVISION CITY ENGINEER
INITIAL ISSUE DAT£ REVIEWED BY
CHANG£ DATE APPROVAL PUBLIC WORKS:

ARE DEPARTMENT:

REV. PARKS DEPARTMENT:

DESIGNED BY: JR REV. DRAWN BY: AM
!-"'REV.'-".--------+---+------! CONSTRUCnON
DATES REV. DA TE STARTED
CONTRACTOR: REV.

WORK ORDER No. PROJECT No. R-000010
CHECKED BY: JR
INSPECTED BY:

DA TE COMPLETED
~~----------------------------------------------------------------------------------------------------------------''--------------------------------------- Attachment 2
Project Map

LOCATION MAP
N
S
W E

CITY OF MADERA

ENGINEERING DEPARTMENT
428 E YOSEMITE
MADERA, CA 93638

LOCATION MAP
DR BY: EP
CH BY: ___ _
DATE: 6/13/24
SCALE: NTS
SHT _1_ OF _1_

REPORT TO CITY COUNCIL
Approved by:
_________________________________
Council Meeting of: June 19, 2024
Agenda Number: E-1
Keith Helmuth, City Engineer
_________________________________
Arnoldo Rodriguez, City Manager
SUBJECT:

Caltrans State Route 145 Yosemite Avenue Project Decorative Street Lighting RECOMMENDATION:

This report is submitted to the City Council (Council) for direction relative to selection of decorative street lighting on the Caltrans State Route 145 Yosemite Avenue Project (Project) SUMMARY:

Caltrans and their design consultant continue to work on the design of the Project. At present, Caltrans is seeking confirmation of pole and luminaire fixture types at roundabouts.

DISCUSSION:

City staff is continuing to work with Caltrans staff and their consultant to include as many of the improvements identified in the State Route 145 Yosemite Avenue as Downtown Main Street Plan (Downtown Plan), as adopted by Council on April 15, 2020, into the Project as the $3,000,000 makes possible. This report will address just one of those improvements; being the decorative streetlights.

Afterreview of the 60 percent design plans, Caltrans Electrical team informed the Project’s design team and Staff of an update to Caltrans safety lighting standards which required significantly more lighting approaching and at the roundabouts. This would eliminate the amount of City standard decorative lights that were planned for installation to be replaced with standard cobra head fixtures on stainless-steel poles.

Staff requested the Caltrans design team investigate the use of decorative lighting fixtures rather than the typical stainless-steel poles that would still adhere to the Caltrans safety lighting standards at the roundabouts. Utilizing decorative safety lighting will allow the City to achieve a cohesive vision for the Downtown Plan while simultaneously allowing Caltrans to obtain required lighting standards.

The Caltrans design team researched and provided the following two types of luminaire heads which have been used for other projects in California:

1. The first luminaire head option provided is the Lumec Renaissance LED Pendant (large).

This luminaire has the appearance of a teardrop fixture.

2. The second luminaire head option is the Lumec Domus LED Pendant. This luminaire option has a bell shape appearance.

Both luminaire head options are shown in Attachment 1.

Along with the luminaire head, staff is requesting direction regarding the pole that will coincide with the associated head option. Caltrans’ vendor is able to manufacture three different poles for either of the luminaire options chosen. The pole options for the associated luminaire head are shown in Attachments 2 and 3.

Caltrans has indicated that it will move forward with the 95 percent design plans with the incorporation of the teardrop-shaped luminaire fixture in the plans as a placeholder. Plans will be modified based on Council direction.

Design Considerations:

The concept of creating a sense of place for City downtowns, streetscapes, and activity centers or nodes is a commonly accepted principle contributing to contemporary planning paradigms. All the features that define the public realm, from the street width, parking and pedestrian crossings to the sidewalk pattern, furniture and landscaping, as well as the adjacent private structures and lands, influence individual experience. The creation of a sense of place and unique environs therefore also contribute to the creation of destinations for residents of and visitors to the community.

A sense of place can be realized organically (e.g., through the preservation and retention of existing building stock which exhibits architectural quality and/or the maturing of landscapes or presence of natural features). A sense of place may also be fostered and facilitated through thoughtful planning and the introduction of new improvements and development in a manner which is complementary to or in conformance with certain thematic or character defining features.

The use of decorative streetlights in conjunction with the planned street improvements within Yosemite Avenue/State Route 145 corridor will contribute to the creation of a “main street” sense of place downtown. All options presented for poles/arms, lights and assemblies afford unique and distinguishing decorative design features. In addition to aesthetic design preference, the Council may wish to consider the following in exercising its discretion.

Downtown Madera and the Yosemite/SR 145 corridor is comprised of some of the City’s most recognizable and historic buildings and architecture. Staff recommends consideration be given to whether any features of the respective street light options presented convey or complement the visual appearance of existing character defining features or parts of existing structures, improvements or street furniture within the corridor or in the immediate vicinity (e.g., existing decorative streetlights and/or vertical, ornamental or architectural elements of adjacent structures). The Council may also consider whether any of the respective options presented may be a more- or less- accurate representation/example of a perceived period of architectural significance or typology of the structures or improvement along the street corridor or within the immediate vicinity.

While taking cues and drawing inspiration from existing character defining features can positively contribute to, and perhaps even accelerate, the creation of a sense of place, the Council may also consider how the introduction of new improvements may influence future improvements within the area. In the instance the Council may choose to introduce additional improvements or street furniture (trash receptacles, benches, outdoor dining areas or furniture zones, fencing, wayfinding devices, kiosks, etc.) in the future, selecting an independently preferred decorative street lighting option could establish a precedent standard or serve as inspiration for future improvements or features in the area which would collectively contribute to the further creation of a sense of place in downtown.

All existing City standard decorative poles located in the downtown area have a black finish.

Regardless of which decorative street lighting options are preferred by Council, it is proposed by staff that the decorative lighting required approaching and at the roundabouts along with the City standard decorative lights to be installed where missing, be black finish to coincide with what is already existing.

FINANCIAL IMPACT:

There is no fiscal impact to the City's General Fund as a result of assigning transportation funds toward the Project for the added improvements. Additional funding for landscape maintenance might come from the Downtown Association fund, which is not supported by the General Fund.

ALTERNATIVES:

The current design is progressing based on previously agreed-upon concepts. Alternatives for landscaping and aesthetics will be considered as part of the Council's discussion.

ATTACHMENTS:

1. Luminaire Head Options

2. Renaissance LED Pendant Pole Options

3. Domus LED Pendant Pole Options
Attachment 1
Luminaire Head Options
Domus LED Pendant
Renaissance LED Pendant
Attachment 2
Renaissance LED Pendant Pole Options
* ALL STEEL ASSEMBLIES GALVANIZED TO ASTM-A123 * ALL WELDS IN ACCORDANCE WITH AWS WELDING CODE * ALL MATERIAL FINISH PAINTED PER CITY SPECIFICATIONS FINISH SPECIFICATIONS RN20 B DETAIL B 8' 30' MOUNTING HEIGHT 11 GA. (0.1196") TAPERED 0.14"/FT STEEL
POLE SHAFT; 8" O.D. x 3.98" O.D. x 28'-9" SCL CAT. #: BCWAR2537 11 GA. (0.1196") TAPERED 0.14"/FT STEEL
POLE SHAFT; 8" O.D. x 3.87" O.D. x 29'-6" SCL CAT. #: BCWAR2537(MOD) 8' 11 GA. (0.1196") TAPERED 0.14"/FT OCTAGONAL STEEL
POLE SHAFT; 8" O.D. x 3.87" O.D. x 29'-6" 30' MOUNTING HEIGHT 30' MOUNTING HEIGHT *ALH-8 *PAV-1-8 *CA-UNI-1-8 SCL CAT.#: BCSNTA2437-11 RN20 RN20 8' REV. # REVISION NOTE DATE RVS'D BY SOUTH COAST LIGHTING & DESIGN 1101 VIA CALLEJON, STE. 200, SAN CLEMENTE, CA. 92673 VOICE - 949.276.8850 / FAX - 949.276.8855 [email protected] / WWW.SOUTHCOASTLIGHTING.COM

DUE TO CONTINUING IMPROVEMENTS, SOUTH COAST LIGHTING & DESIGN, INC RESERVES THE RIGHT TO CHANGE DIMENSIONS, DESIGNS, AND CONSTRUCTION FROM THAT WHICH IS SHOWN IN THIS BROCHURE. CONTACT FACTORY FOR DETAILED ENGINEERING DRAWINGS Lighting & Design South Coast PROJECT NAME:CITY STANDARDS J-052024-1S 1 OF 1 CUSTOMER:C.O. MADERA DRAWN BY: J.G. CATALOG #: TRADITIONAL CONCEPT DRAWINGS - RN20 5.20.24 DRAWING NUMBER: DATE: SHEET: SALES: PRODUCTION: FINAL: T T T Attachment 3
Domus LED Pendant Pole Options
8'
11 GA. (0.1196") TAPERED 0.14"/FT STEEL
POLE SHAFT; 8" O.D. x 3.74" O.D. x 30'-5" DMS50 8'
11 GA. (0.1196") TAPERED 0.14"/FT STEEL
POLE SHAFT; 8" O.D. x 3.93" O.D. x 29'-1" SCL CAT. #: BCMON2442 SCL CAT. #: BCHLX2455 HELIX ARM 8' * ALL STEEL ASSEMBLIES GALVANIZED TO ASTM-A123 * ALL WELDS IN ACCORDANCE WITH AWS WELDING CODE * ALL MATERIAL FINISH PAINTED PER CITY SPECIFICATIONS FINISH SPECIFICATIONS SCL CAT. #: BCRES2034 DMS50 DMS50 30' MOUNTING HEIGHT 30' MOUNTING HEIGHT 30' MOUNTING HEIGHT 11 GA. (0.1196") TAPERED 0.14"/FT STEEL
POLE SHAFT; 8" O.D. x 3.74" O.D. x 30'-5" CUSTOM ARM CUSTOM ARM W/ SCROLL M PROJECT NAME:CITY STANDARDS J-052024-2S 1 OF 1 CUSTOMER:C.O. MADERA DRAWN BY: J.G. CATALOG #: CONTEMPORARY CONCEPT DRAWINGS - DMS50 5.20.24 DRAWING NUMBER: DATE: SHEET: REV. # REVISION NOTE DATE RVS'D BY SOUTH COAST LIGHTING & DESIGN 1101 VIA CALLEJON, STE. 200, SAN CLEMENTE, CA. 92673 VOICE - 949.276.8850 / FAX - 949.276.8855 [email protected] / WWW.SOUTHCOASTLIGHTING.COM DUE TO CONTINUING IMPROVEMENTS, SOUTH COAST LIGHTING & DESIGN, INC RESERVES THE RIGHT TO CHANGE DIMENSIONS, DESIGNS, AND CONSTRUCTION FROM THAT WHICH IS SHOWN IN THIS BROCHURE. CONTACT FACTORY FOR DETAILED ENGINEERING DRAWINGS Lighting & Design South Coast SALES: PRODUCTION: FINAL: T T T / .... ' / M \ I A \ I IQ) I I le R I \ A ' / -=--