All cost associated with removal of markings shall be included in the bid prices for the applicable bid items. Failure of the Contractor to remove these markings shall be cause for the City to do the work and withhold the costs from the Contractor’s final payment.
SECTION 3 – CONTROL OF THE WORK
3-5 INSPECTION. Inspection shall be made once a day for areas ready for inspection. Areas or items that fail inspection or that are not ready for inspection shall be rescheduled by the contractor.
Inspection of the work shall not relieve the contractor of the obligation to fulfill all conditions and requirements of the contract.
3-6 THE CONTRACTOR’S REPRESENTATIVE. The Contractor shall furnish the Engineer with the name, address and cell/ business/home telephone numbers of the person responsible for the maintenance of barricades, traffic control signs, lights and other safety devices.
3-10 SURVEYING.
3-10.3 Line and Grade. Unless otherwise provided in the Technical Provisions, establishing lines and grades for construction shall be the responsibility of the Contractor, with the following provisions:
All work under this contract shall be built in accordance with the lines and grades shown on the plans. Field survey for establishing these, and for the control of construction, shall be the responsibility of the Contractor. All such surveys, including construction staking, shall be performed on all items ordinarily requiring grade and alignment, at intervals normally accepted by the agencies and trade involved.
The Contractor shall provide a copy of the office calculations and grade sheets to the Agency’s Inspector. The Contractor shall be responsible for any error in the finished work, and shall notify the Engineer within 24 hours of any discrepancies or design errors discovered during staking.
Unless a separate bid item is provided, the payment for surveying, construction staking, professional services, office calculations, furnishing all labor, materials, equipment, tools and
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incidentals, and for doing all work involved shall be considered as included in the various items of work, and no additional compensation will be allowed therefor.
3-10.4 Permanent Survey Markers . The preservation and/or reestablishment of existing survey monumentation, including required corner records, will be the responsibility of the engineer.
3-12 WORK SITE MAINTENANCE.
3-12.1 General. The Contractor shall keep the work site clean and free from rubbish and debris.
The Contractor shall abate dust nuisance by cleaning, sweeping and sprinkling with water in keeping with the AQMD and NPDES requirements. Debris, soil or other matter shall not be washed into storm drains but shall be collected and disposed of in a legal, responsible manner.
The construction area shall be cleaned with a power sweeper at the end of every workday and when deemed necessary by the Engineer.
The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Use temporary sandbags to control the site perimeter. At the completion of the project sandbags shall become the property of the City of Gardena and shall be remain in place.
The Contractor shall not spill on haul routes. Any such spillage shall be removed immediately and the area cleaned.
Stockpiling of construction materials or debris on City right -of-way shall be in accordance with the NPDES permit and shall be approved by the inspector. At the completion of work, the Contractor shall thoroughly clean all work areas.
3-12.2 Air Pollution and Surface Maintenance Control . The Contractor shall obtain a construction water meter from Golden State Water including required deposit and fees. The Contractor shall pay for the water used, at the current water rates. All arrangements for construction water shall be made by contractor with Golden State Water at Contractor expense.
3-12.4. Storage of Equipment and Material.
3-12.4.1 General. All costs associated with the disposal of all excavated or demolition materials, including any gate fees, shall be paid by the Contractor. These costs shall be included in the bid price for the applicable bid items.
Prior to any excavated or demolition material being removed from the construction site the Contractor shall notify the City as to the hauling route and destination for disposal. If the location for disposal is other than a county landfill then the Contractor shall provide the City with written permission and release of liability for the City from the owner of the property where the material will be deposited.
The City has an exclusive agreement with Waste Resources, Inc. and no other firm may provide bulk trash bins in the event the work requires this service.
3-12.4.2 Storage in Public Streets. Construction equipment shall not be stored at the construction site, any public street or publicly owned facilities without approval of the City.
Contractor shall store equipment at a contractor’s rental yard.
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All excavated material that is to be hauled to and disposed of at a County landfill site by the Contractor is subject to a County gate fee based on tonnage.
3-12.5.4 Protection and Restoration of Existing Improvements. Any facilities, structures, water lines, landscaping, surfaces, signs, pavement markings, painted curbs, house numbers, etc., which are damaged during construction shall be restored to the satisfaction of the City. Damaged water lines shall be repaired immediately at no additional cost to the city.
3-12.5.5 Access to Private Property. The Contractor shall be aware that business and residential access must be maintained at all times. The Contractor shall schedule operations to minimize interference with access to private property.
The main access way to any business or home shall not be completely blocked for more than one four-hour period a day except blockage shall be limited to one twenty -four (24) hour period when concrete is poured.
Temporary access ways shall be provided from the street to the main access way of all businesses and homes by use of traffic rated steel plates or any other method approved by the city.
Payment for this item shall be included in the applicable contract work item.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY.
3-13.3 Warranty. In addition to the guarantees as required in Section 1-7.2 and 3 -13.3 of the Standard Specifications, the Faithful Performance Bond shall remain in full force and effect for a period of one year after acceptance of the work by the Agency to insure that defects, which may appear within said period, will be repaired, replaced, or corrected by the Contractor, at his own cost and expense, to the satisfaction of the Engineer within thirty (30) days after written notice thereof by the Agency.
SECTION 4 – CONTROL OF MATERIAL
4-1 GENERAL.
4-1.1 Warranty of Title. No materials, supplies or equipment for the work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest therein or any part thereof is retained by the seller or supplier.
The Contractor warrants clear and good title to all materials, supplies and equipment installed and incorporated in the work, and agrees upon completion of all work to deliver the premises, together with all improvements and appurtenances constructed or placed thereon by him to the Agency free from any claims, liens, encumbrances or charges, and further agrees that neither he nor any person, firm or corporation furnishing any material or labor for work covered by the Contract shall have any right to a lien upon the premises or any improvement or appurtenance thereon; provided, that this shall not preclude the Contractor from installing metering devices or other equipment of utility companies the title of which is commonly retained by the utility company. Nothing contained in this section, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection, or any right under any law permitting such persons to look to funds due the Contractor, which are in the hands of the Agency.
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The provisions of this section shall be inserted in all subcontractor’s and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the work when no formal contract is entered into regarding such materials.
SECTION 5 – LEGAL RELATIONS AND RESPONSIBLITIES
5-3 LABOR.
5-3.3 Payroll Records. The Contractor will be required to submit weekly -certified payrolls for the project. The Contractor shall also submit payrolls for all subcontractors. These payrolls shall be submitted to the Engineer on a weekly basis. The Contractor shall also maintain separate records for three years after the project is completed. In the event a legal request is made for a redacted copy of these payroll records, the Contractor shall provide same within three working days of receipt of this demand.
Submitting certified payrolls to other agencies (Union, Prime Contractor, Labor Compliance Program, and Department of Industrial Relations) does not fulfill the requirement to submit certified payroll records to the City.
5-4 INSURANCE. In lieu of Section 5 -4 of the Standard Specifications, refer to the City Contract Documents Section, CD-10, for detail requirements.
5-5 ANTITRUST CLAIMS. By entry into this Contract, Contractor hereby acknowledges the terms of Section 7103.5 of the Public Contract Code and hereby offers and agrees to assign to the Agency all rights, title and interest in all causes of action it may have as outlined above.
5-7 SAFETY.
5-7.4 Hazardous Substances . As required by Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify the Agency of: (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at the site differing from those indicated by the Agency; and (3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, the Agency shall promptly investigate the conditions to determine whether a change order is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all work to be performed under the Contract but shall retain all rights provided by the Contract and by law for making protests and resolving the dispute.
5-7.4.1 Edison Energized Conductors. Contractor hereby promises and agrees that in the performance of the work specified in this Contract, it will employ and utilized only qualified persons, as hereinafter defined, to work in proximity to Edison’s secondary, primary and transmission facilities. The term “qualified person” is defined in Title 8, California Administrative Code, Section 2700, as follows:
“Qualified Person: A person who by reason of experience or instruction is familiar with the operation to be performed and the hazards involved.”
Contractor further promises and agrees that the provisions of this section shall be and are binding upon any subcontractor or subcontractors that may be retained by it, and that Contractor shall take such steps as are necessary to assure compliance by said subcontractor or subcontractors with the requirements of this section.
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5-7.4.2 Emergency Provisions. Unusual conditions may arise on the work which will require that immediate and unusual provision be made to protect the public from danger or loss or damage to life and property, due directly or indirectly to the prosecution of the work, and it is part of the service required of the Contractor to make such provisions and to furnish such protection.
Whenever, in the opinion of the Agency, an emergency exists of which the Agency is aware and against which the Contractor has not taken sufficient precaution for the safety of the public or the protection of utilities or of adjacent structures or property which may be injured by the progress of construction; and whenever, in the opinion of the Agency, immediate action shall be considered necessary in order to protect public or private personnel or property interests, or prevent likely loss of human life or damage on account of the operations under the Contract, then in that event the Agency may provide suitable protection to said interests by causing such work to be done and material to be furnished, as in the opinion of the Agency may seem reasonable and necessary, all at the expense of the Contractor.
SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule. The Contractor’s proposed construction schedule shall be submitted to the Engineer within fourteen (14) calendar days after the date of the contract execution. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered.
The Contractor shall include in his bid all costs to perform the work under this contract in stages.
The Contractor shall begin and complete work in each stage prior to starting work in subsequent stages unless previous permission is obtained from the Engineer. The contractor shall stage the work to allow parking on the next adjacent streets. Restricting parking on multiple adjoining streets shall require approval of the engineer.
6-1.2 Commencement of the Work. City may establish a Notice to Proceed (NTP) date no later than thirty (30) calendar days after the date of the contract execution . Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed construction schedule and delivery dates, arrange utility coordination, discuss construction methods and clarify inspection procedures.
The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, shall be filed with the Public Works Manager and the County Sheriff’s Department or the City Police Department prior to beginning work.
The Contractor shall also notify the City of Gardena and the owners of all utilities and substructures within the Project area not less than 48 hours prior to starting construction. The following utility companies list of names and telephone numbers is intended for the convenience of the contractor and is not guaranteed to be complete or correct:
COMPANY CONTACT TELEPHONE NO.
Southern California Edison Manuel Vargas, Jr. 310.783.9389 Southern California Gas Melissa Fukunaga: Tech Services Planning: Attn - Lead Planner
213.231.7281
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AT&T Marco A. Perez 626.491.5503
Raymond Dover 310.515.4257
Gardena Police Dispatch 310.3237911
L.A. County Fire Dept. 310.323.7911
Time Warner
Communications Arturo Fernandez 310.750.9099
Crown Castle Hector Aguilera 951.454.5111
Waste Resources of Gardena Lorena Rodriguez 310.366.7600 Golden State Water Co. Justin Doronio 310.436.6950 x111 Joseph Salcido 310.660.0320 x101
L.A. County Flood Control Daryll Chenoweth 626.458.3129 L.A. Sanitation District Jon Ganz 562.908.4288
Metropolitan Water District Civil Eng. Substructures Section 213.217.7059 Chevron Pipeline Dave Zerler 310.669.4014
Underground Service Alert 800.422.4133
The Contractor shall submit periodic Progress reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports.
6-1.3 Working Day. The Contractor’s working hours shall be limited to the hours between 7:30 A.M. and 4:30 P.M., Monday through Friday except holidays. No work which will cause loud or disruptive noise to adjacent residents and “No Parking” enforcement shall begin prior to 8:00 a.m. nor terminate later than 4:30 p.m. Deviation from normal working hours will not be allowed unless written permission has been duly obtained beforehand from the office of the City Engineer. The Contractor shall provide adequate light for proper prosecution of the work, for the safety of the workmen and the public, and for proper inspection.
If the Contractor works beyond the allowed working hours without prior written approval from the Engineer, the Contractor may be charged Five Hundred ($500) for each occurrence as required by the Engineer. The amount will be deducted from a progress payment or bond.
Contractor hereby acknowledges and shall be required to comply with the provisions of California Labor Code Section 1810 et seq. According to those sections, eight (8) hours of labor shall constitute a legal day’s work. Contractor shall pay to the Agency a penalty of Twenty -Five Dollars ($25.00) for each worker employed in the execution of this Contract by Contractor, or by any Subcontractor, for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any calendar day or forty (40) hours in any one (1) calendar week, except when payment for overtime is made at not less than one and one -half (1 -1/2) times the basic rate for that worker.
In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates including benefits, overhead and travel time. The service fees will be deducted from any amounts due to the Contractor.
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6-1.4 Notice and Service Thereof . Any notice required or given by one party to the other under the contract shall be in writing and shall be dated and signed by the party giving such notice or by a duly authorized representative of such party. Any such notice shall not be effective for any purpose whatever unless served in the following manner:
Notice shall be given to the Agency by personal delivery thereof to the City of Gardena Engineer or by depositing the same in the United States mail enclosed in a sealed envelope, registered and with postage prepaid, addressed to:
Public Works Department
City of Gardena
1717 W. 162nd Street
Gardena, CA 90247-3778
Notice shall be given to the Contractor by personal delivery thereof to said Contractor or to his authorized representative at the site of the project, or by depositing the same in the United States mail, enclosed in a sealed envelope addressed to said Contractor at the address established for the conduct of the work under this Contract, postage prepaid and registered.
Notice shall be given to the Surety, or any other person, by personal delivery to said Surety or other person, or by depositing the same in the United States Mail, enclosed in a sealed envelope addressed to such Surety or persons at the address of said Surety or persons last communicated to the party giving the notice, postage prepaid and registered.
Notification of Property Owners and Tenants - The Contractor shall notify each property owner and/or tenant in the project area in writing five (5) working days prior to the start of construction.
If pedestrian or vehicular access to private property is to be blocked, the Contractor shall again notify each property owner and/or tenant in writing five (5) working days prior to construction activities. The Contractor shall provide additional notices when a lapse time occurs during each phase/segment work.
The written notice shall be submitted to the Engineer for approval prior to being delivered.
6-2 PROSECUTION OF THE WORK.
6-2.1 Contractor’s Responsibility for Work. Until the formal acceptance of the work by the Agency, the Contractor shall have the charge and care thereof and shall, subject to the insurance protection furnished in accordance with the Section 1-7.6 and 5 -4 hereof, bear the risk of accident, loss or damage to any part thereof by action of the elements or from any other cause, whether arising from the execution or from the non -execution of the work. The Contractor shall rebuild, repair, restore and otherwise correct damages to any portion of the work occasioned by any of the above causes before its acceptance.
In case of suspension of work from any cause what soever, the Contractor shall be responsible for all materials and the proper temporary storage thereof.
6-3 TIME OF COMPLETION.
6-3.1 General. The contract time shall begin per the City’s written notification. Work must be completed within working days specified for the project. In addition, the Contractor shall notify the City 24 hours in advance of the actual commencement of work.
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No work shall be undertaken during the City’s holiday closures. It is the Contractor’s responsibility to determine the City’s closure dates.
6-9 LIQUDATED DAMAGES. The amount of liquidated damages is hereby amended to $2,500 for each consecutive calendar day.
SECTION 7 – MEASUREMENT AND PAYMENT
7-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK.
7-1.2 Method of Measure. The quantities shown on the Bid Schedule are approximate only. The Contractor will be paid for the actual quantities of work based on approved field measurements as provided for in these Specifications. The City reserves the right to increase or decrease the amount of any item or portion of work to be performed or materials furnished, or to delete any item, in accordance with the Specifications. Additional bid item work shall be completed within the total working days in these specifications. Additional working days maybe allowed with the approval of the engineer.
7-3 PAYMENT.
7-3.2 Partial and Final Payment . The Engineer will authorize monthly partial/progress payments per Section 7 -3.2 of the Standard Specifications. Contractor’s monthly invoice shall be submitted on company letterhead. Each invoice submitted shall include: project name, job number, date of invoice, progress payment number, and purchase order number. All bid items shall be included on each invoice and include unit, unit price bid, original quantity, amount, previous payment quantity and amount, current invoice payment quantity and amount, total project payment quantity and amount. In addition, any approved change orders shall be listed on invoice. Payment to Contractor typically takes 30 days from submittal of approved invoice.
However, payments will be withheld pending receipt of any outstanding reports required by the Contract Documents.
In addition to the provisions outlined in Section 5 -3.3 Payroll Records , the City will withhold progress payments or final payment for failure to submit weekly-certified payrolls.
7-3.3 Delivered Materials . The City will NOT honor or make any progress payments for materials ordered and delivered to the job site by the Contractor unless prior approval is obtained from the Engineer.
7-4 PAYMENT FOR EXTRA WORK.
7-4.3 EXTRA WORK. When work is performed on a "time and materials" basis, the following percentages shall be added to the Contractor's cost and shall constitute the markup for all overhead and profits:
1) Labor ......................................................... 20 2) Materials ......................................................... 15 3) Equipment Rental ....................................................... 15 4) Other Items and Expenditures .................................... 15
To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding.
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When all or any part of the extra work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.
SECTION 8 – FACILITIES FOR AGENCY PERSONNEL
8-2 FIELD OFFICE FACILITIES. The Contractor shall provide the class of field office indicated below:
Class "A" Class "B" Class "C"
In the event none of the boxes are marked above, no specific field office will be required, and the use therefor of any field office will be at the Contractor's discretion. The location of any field office shall be as provided on the plans, in these Specifications or as designated by the Engineer.
END OF GENERAL PROVISIONS
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TECHNICAL PROVISIONS
VARIOUS STREETS REHABILITATION PROJECT
NORMANDIE AVE, CASSIDY ST, VERMONT AVE, 132ND ST,
W 135TH ST, MARINE AVE, 145TH ST & 166TH ST
PROJECT NO. JN 526 & JN 548
PART 1 – TECHNICAL PROVISIONS
SECTION 1 – GENERAL
PREFACE: All work and materials shall conform to the "Standard Specification for Public Works Construction", 2024 edition, except as modified by the contract and these Technical Provisions.
Incidental Work - All work and materials required by the plans and specifications, and not specifically listed in the bid schedule items of work, shall be considered incidental and no additional payment shall be made therefore. Incidental items shall include, but are not limited to, mobilization; implementation of the SWPPP and Best Management Practices for the protection of storm drain structures; adjusting utility access covers to grade; saw cutting; excavation and disposal of materials; survey; traffic control and coordination of utilities.
PART 2 – CONSTRUCTION MATERIALS
SECTION 200 – ROCK MATREIALS
200-2. UNTREATED BASE MATERIAL
200-2.1 General. The Contractor shall furnish Certified Weight Tickets for material delivered to the job site and deliver it to the Engineer or his representative before the end of the working day.
The City may hire a qualified soils engineer to perform all tests. If the material furnished by the Contractor fails any tests, the Contractor shall remove said material and shall complete the construction of the base with material acceptable to the Engineer at no extra cost to the City.
Costs for base material shall be incidental and included in the bid item of work for which it is required, and no additional payment will be allowed therefore.
SECTION 201 – CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE.
201-1.1.2 Concrete Specified by Class and Alternate Class. Concrete shall be 520-C-2500 for curb-gutter, curb ramps, driveways, sidewalk and concrete pavement. Curing compound shall be Type 2 (if required).
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SECTION 203 – BITUMINOUS MATERIALS
203-5 RUBBERIZED EMULSION – AGGREGATE SLURRY (REAS)
203-5.1 General. The material shall be a Type 2 REAS slurry seal.
203-6 ASPHALT CONCRETE.
203-6.4.1 Class and Grade. Asphalt hot mix shall be C2-PG64-10 for capping or finish course.
Feather join edges shall be made along straight lines by hand raking out all heavy aggregates prior to rolling to produce a smooth uniform surface. Compacted edge along gutter lip shall be 3/8 inch in height.
203-11 ASPHALT RUBBER HOT MIX (ARHM).
203-11.3 Composition and Grading. Asphalt-Rubber shall be Class ARHM-GG-C, Standard Specifications Section 230-11 Wet Process and Section 302-9.
The binder material must contain a minimum of 300 pounds (equivalent to 15 perfect by weight) of the tire-derived crumb rubber from only California - generated waste tires per ton of rubberized binder. The binder may be either asphalt rubber/field blend or terminal blend.
PART 3 – CONSTRUCTION METHODS
SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING.
In addition to the work outlined in Section 300-1, the following items of work are included under "Clear and Grub":
A. Providing clean topsoil and grading of parkways as directed by the Engineer to restore the parkway grades.
B. Replacement of damaged pipe curb drain, as well as the coring and/or reinstatement of pipe curb drains.
C. Protection or replacement of brick banding on driveway.
D. Protection of fences adjacent to and within the public right-of-way.
E. Relocation of existing signs and warning devices (City shall provide new poles as required.)
F. Painting new and repainting existing curb markings such as yellow, blue, white, green or red curb as well as curb addresses
G. Protect existing private/public irrigation systems, and repair irrigation systems damaged during construction.
H. Protection of all existing improvements (public or private), unless shown to be removed/relocated/adjusted as part of the construction. The Contractor shall repair or replace these items if damaged with new materials equal to the original or better, as required by the Engineer.
I. Protection of all utilities, walls, fences, hedges, buildings, concrete slabs, planters, and other private or public improvements not specifically shown to be removed as part of the construction. The Contractor shall replace these items, if damaged, with new material equal to the original or better, as required by the Engineer.
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J. All complaints/claims resulting from reconstruction of concrete improvements will be forwarded to the Contractor. The complaint/claim will be fully rectified or the City will repair the item and deduct that amount from progress payment.
300-1.1.a General.
All existing improvements, including those on private property, shall be protected in place. Any damage to and removal of these improvements shall be repaired and replaced by the Contractor at his expense.
All excavated material shall be immediately hauled away and disposed of outside the project limits. The Contractor shall be responsible for all damages and claims that may arise as a result of this disposal.
300-12 EXCAVATION. Roadway excavation shall include sawcutting, excavating, removing, hauling, and disposing of all soil materials, existing asphaltic concrete pavement, PCC pavement, subgrade and similar appurtenances which are to be removed for construction of the street reconstruction as shown on the Plans. Earthwork, subgrade preparation and finishing roadway shall confirm to the applicable requirements of Section 300 and 301 and other pertinent sections of the Standard Specifications for the various items involved. Payment for excavation shall be incidental and included in the appropriate unit price bid. 300-12.1 Asphalt Pavement Removal. The edges of asphalt pavement remaining in place shall be sawcut and shall have clean, solid vertical faces. The edges of asphalt pavement broken during construction shall be resawn and removed before surfacing material is placed at the expense of the Contractor.
All edges shall be parallel or perpendicular to curb faces except cuts around objects shall be on a curvilinear cut, a maximum 4 inches departure from the straight cut every 2 feet. 300-12.2 Concrete Removal. Concrete to be removed shall be sawcut to a minimum depth of 5 inches at score marks or as marked by the City. Sawed edges, broken or chipped during construction shall be resawn at the contractor's expense. Increase in concrete quantity due to resawing shall not be considered for payment. Upon concrete removal, the City Parks Superintendent shall be informed to check and approve all roots to be removed. If he determines the tree cannot be saved, removal and planting of a new tree shall be per unit cost.
All edges shall be parallel or perpendicular to curb faces except cuts around objects shall be on a curvilinear cut, a maximum of 4 inches departure from the straight cut within every 2 feet. The edges of Portland cement concrete remaining in place shall be sawcut and shall have clean, solid vertical faces.
The Contractor is responsible for inspecting each location prior to submitting a bid.
Excavation in the street section adjacent to concrete replacement shall be a minimum width of 1-foot and a minimum depth of 6-inches or 1-inch greater than the existing AC section if greater than 6-inches in depth.
Remove and replace defective concrete work with new materials. Permission to patch any defective areas shall not be a waiver of the Engineer's right to require complete removal of defective work if patching does not restore quality and appearance of work.
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The Contractor may stockpile sand or clean fill dirt within the street, except arterial streets, between the curb and 8 -feet out, for no longer than 72 hours in any one location with prior approval by the Engineer. The Contractor shall notify the fronting residence 24 hours prior to stockpiling any material. Said stockpile shall not block the flow line of the gutter and shall be barricaded with flasher-equipped barriers. The Contractor shall ensure that the street is swept clean upon vacating the stockpile site. No excavated or removed dirt or concrete may be stockpiled in any street overnight.
The Contractor shall remove all debris and perform all cleanup work to the satisfaction of the Engineer within 3 working days after forms have been removed at any location.
Concrete removed shall be replaced within five (5) days after removal. All restorations shall be completed a maximum of five (5) days after concrete placement (i.e. backfill, grading of dirt, asphalt repave etc.) One Hundred ($100) dollars per calendar day and location shall be charged to the Contractor for failure to comply with the above schedule as required by the Engineer.
SECTION 302 – ROADWAY SURFACING
302-1 CRACK SEALING AND PAVEMENT PREPARATION.
Existing pavement cracks, joints, spalls and cracks around utility patches, shall be sealed as follows:
Cracks, Joint Widths Required Sealing Method
1/4 " to 1/2 " Rout to 1/2" wide, 1/2 " deep
Fill with Sealant*
1/2" to 3/4" Fill with sealant*
Greater than 3/4" Fill with hot mix asphalt paving (F-AR4000)
* Use Type "D" joint sealant to seal P.C.C. to be overlaid with asphalt use Type "A" sealant (color to match existing P.C.C.) in P.C.C., which is not to be overlaid.
All loose material shall be removed from cracks and joints and an approved herbicide shall be applied prior to sealing.
Cracks shall be filled flush with the road surface. Excess material shall be removed.
Sealant shall be applied according to the manufacturer's specifications, which shall be furnished to the Engineer at the preconstruction job meeting.
302-5 ASPHALT CONCRETE (AC) PAVEMENT.
302-5.1 General. The Contractor shall establish designated asphalt truck routes and staging areas and shall communicate these routes and areas to truck drivers prior to the arrival at the job site.
This plan must be approved by the Engineer five (5) days prior to paving.
302-5.3 Prime Coat. Prime coat shall be applied to all subgrade surfaces prior to asphalt hot mix surfacing. The prime coat shall be Grade SC -250 liquid asphalt uniformity per Green Book requirements.
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302-5.4 Tack Coat. Asphalt tack coat shall be applied to all existing asphalt surfaces prior to asphalt overlay.
Existing surfaces shall be cleaned utilizing a power sweeper and free of water prior to applying PG 64-10 or SS-1h asphalt tack coat per Green Book requirements. Tack coat shall uniformly cover all areas to be paved.
302-5.5 Distribution and Spreading.
BOTTOM DUMPING OF ASPHALT PAVING SHALL NOT BE ALLOWED.
302.5.6.2 Density and Smoothness. Failed areas shall be removed and replaced at Contractor's expense.
302-5.7 Joints. COLD JOINTS SHALL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. COLD JOINTS PLACED WITHOUT APPROVAL SHALL BE REMOVED AT THE SOLE EXPENSE OF THE CONTRACTOR.
302-9 APHALT RUBBER HOT MIX (ARHM).
302-9.1 General. The Contractor shall establish designated asphalt truck routes and staging areas and shall communicate these routes and areas to truck drivers prior to the arrival at the job site. This plan must be approved by the Engineer five (5) days prior to paving.
CONTRACTOR SHALL REMOVE ALL TRACKED ASPHALT MATERIALS FROM CONCRETE SURFACES AND RAISED PAVEMENT MARKERS.
302-9.3 Distribution and Spreading. Feather join edges shall be made along straight lines by hand raking out all heavy aggregates prior to rolling to produce a smooth uniform surface.
Compacted edge along gutter lip shall be 3/8 inch in height.
BOTTOM DUMPING OF ASPHALT PAVING SHALL NOT BE ALLOWED.
302-9.5 Joints. JOINTS SHALL NOT BE ALLLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. JOINTS PLACED WITHOUT APPROVAL SHALL BE REMOVED AT THE SOLE EXPENSE OF THE CONTRACTOR.
302-9.7 Rock Dust Blotter. Rock dust blotter shall be provided and uniformly applied using a mechanical spreader at a rate of approximately 1.65 kilogram per square meter.
302-15 ASPHALT TRACKING PAVEMENT AND MITIGATION. The purpose of this section is to address any tracking related problems caused by the Contractor. The City requires that all streets adjacent to the project remain track free during and after construction. Contractor shall prevent and mitigate asphalt tracking on all adjacent surfaces. The use of water or any other methods approved by the Engineer may be utilized. If tracking is present at the end of the work day, the Contractor shall use steam cleaning and a vacuum truck to remove tracking from all affected areas to the satisfaction of the Engineer.
TP-6
SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS,
AND PAVEMENT MARKERS
314-1 GENERAL. Furnishing and installation of traffic markings shall include all work required to place raised pavement markers, thermoplastic material and curb paint. Legends and crosswalks shall consist of thermoplastic material with glass bead finish.
Striping work and materials shall conform to the provisions of the Standard Specifications of the State of California, Department of Transportation, latest edition, and the Traffic Manual of the State of California, Department of Transportation. Installation of traffic markings shall be completed within 5 working days of paving.
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKING.
314-4.1 GENERAL. Each fire hydrant in the project area shall be marked by placing a double - sided raised pavement marker with reflective blue markings on each side. The marker and adhesive shall be equivalent to Caltrans pavement markers.
Place one marker 6 inches from street centerline toward hydrant on a line projected approximately perpendicular to curb. Place two markers if hydrant is on a corner, one on each street.
PART 4 – EXISTING IMPROVEMENTS
SECTION 400 – PROTECTION AND RESTORATION
400-2 PERMANENT SURVEY MARKERS. The preservation and/or reestablishment of existing survey monumentation, including required corner records, will be the responsibility of the engineer.
SECTION 401 - REMOVAL
401-3. CONCRETE AND MASONRY IMPROVEMENTS.
401-3.2 Concrete Curb, Walk, Gutters, Cross Gutters, Curb Ramps, Driveway, and Alley Intersections.
Concrete sidewalk construction shall include removal and disposal of existing interfering structures, tree roots, objects, soil, etc. Contractor shall remove and replace any inadequate existing base material with compacted CMB.
Any damaged utility boxes, traffic signal pull boxes, etc., shall be replaced. All boxes shall be adjusted to grade and all costs for this work shall be incidental and included in this item of work.
Concrete curb and gutter construction shall include removal and disposal of existing interfering structures, objects, soil, etc.
Curb & gutter to be replaced shall be installed at the same location as the existing on a straight grade across the limits of the replacement.
TP-7
Removal, disposal and construction of adjacent 2 -feet wide asphalt hot mix paving (C2 PG64 - 10) over 6-inch thick C.A.B. shall be included.
The Contractor shall regrade the area at the back of curb/gutter where the new curb/gutter is constructed at a different grade than existing curb/gutter. The graded area shall have a maximum slope of 3:1 and 2% in city parkways. Fill material, if required, for this grading shall be furnished by the Contractor. All landscaping and irrigation in the graded area shall be repaired
Curb Ramp construction shall include removal and disposal of interfering structures, objects and soil. Ramp shall be 4" thick concrete over 6" thick C.A.B.
Included in this construction is the adjustment and protection of sweeps, conduits, pull boxes, utility access frames and covers to finished grade and protection of traffic detectors, stub -outs and homeruns. Traffic detectors damaged by the Contractor's operations shall be replaced at the Contractor's expense.
At locations where street lighting or traffic signal poles encroach into the curb ramp to be installed, concrete pedestals shall be constructed between finished grade and pole bases.
Removal, disposal and construction of adjacent curb & gutter, spandrel, cross gutter, and 24 in. wide hot mix asphalt paving (C2 PG64-10) over 6 in. thick C.A.B. shall be included. Ramp shall be poured separately from curb and gutter (min. 24hrs after curb and gutter).
The Contractor shall verify, with a “smart level”, that maximum ramp and sidewalk grades do not exceed maximum grades indicated on the project plans, when marking the required saw cut removal limits and when setting the concrete forms, prior to pouring any curb access ramp locations. It shall be the Contractor’s responsibility to supervise and utilize the proper experienced personnel to ensure that the proper saw cut limits are established for all access ramp locations and the Engineer shall not be responsible to direct the Contractor’s crews or otherwise serve in this management capacity.
The Contractor shall be responsible to layout the proposed access ramp to comply with the maximum grades indicated on the project plans. Typical construction tolerances to construct the new access ramp shall not apply and maximum grades indicated on the project plans shall not be exceeded. The Contractor shall be responsible to remove and reconstruct access ramps at his own cost if ramps are deemed non -compliant with the project plans and these Technical Provisions.
Where the type of access ramp includes a retaining curb at the back of access ramp to make up for a difference in elevation between the existing grade and access ramp grade, the construction of said retaining curb shall be considered as part of the access ramp work.
The access ramp construction work shall include all related adjustments of pull boxes, pull box covers, and protection of traffic signal poles and signs that fall within the proposed access ramp construction limits.
Special Note To Contractor:
Prior to constructing a curb ramp where physical site constraints do not allow the access ramp construction to fully meet the requirements/standard plans as indicated on the project plans, the Contractor shall so notify the Engineer for direction in advance of construction.
TP-8
Curb ramp (modified) shall be per Section 18, except concrete spandrel shall be sawcut 6" from curb face and minimum asphalt replacement will be required if any.
Driveways, approach, alley intersection, spandrels and cross gutters construction shall include removal and disposal of interfering structures, objects and soil.
Removal, disposal and construction of adjacent 2 -feet wide hot mix asphalt paving (C2 PG64 - 10) over 6-inch thick C.A.B. shall be included.
Pavers or Brickwork . At the locations where pavers or brickwork exist, no additional compensation will be made for reinstallation. Should pavers or brickwork be damaged during removal, the replacement shall match existing.
The Contractor shall regrade the area at the back of sidewalk where the new sidewalk is constructed at a different grade than existing sidewalk. The graded area shall have a maximum slope of 3:1 and 2% in City parkways. Fill material, if required, for this grading shall be furnished by the Contractor. All landscaping and irrigation in the graded area shall be repaired .
All existing asphalt concrete ramping adjacent to the new sidewalk shall be removed and disposed of by the Contractor.
SECTION 402 – UTILITES
402-2 PROTECTION. The Contractor shall provide coordination with all utility companies involved and shall provide protection from damage to their facilities. The Contractor shall be responsible for repair or replacement to said facilities made necessary by its failure to provide required protection.
The Contractor shall be solely responsible to check all utility record maps, books, and/or other data in the possession of the CITY, other agencies, and/or all utility companies, and no allowance shall be made for any failure to have done so.
The Contractor shall utilize the services of “Underground Service Alert -Southern California” for utility locating in all public right-of-ways by calling 811 or 1-800-227-2600 at least 48 hours prior to any excavation.
Underground lines that are potentially hazardous such as oil company lines, natural gas mains, and electrical conduits will be carefully located by the owner as provided in the Standard Specifications. The Contractor shall take special precautions in determining the precise location and depth of these structures and coordinate work with the utility to ensure that they will not be damaged by its operations.
SECTION 403 – MANHOLE ADJUSTMENT AND RECONSRTUCTION
403-1 GENERAL. Adjustment of utility access openings shall include all work required to set access frames and covers flush with pavement. Adjustment of utility access openings shall be incidental to the associated item of work, and no additional payment will be made therefore.
TP-9
SECTION 404 – COLD MILLING
404-1 GENERAL. Payment for cold milling pavement shall be according to the depth and square feet of surface approved for milling irrespective of the actual area milled, the depth of milling, the number of passes required, or the pavement material milled. There will be no compensation for over milling.
The City has investigated the street section and determined that pavement section has variable depths of asphalt and Portland cement concrete pavement, however, any presence of pavement fabric, petromat or irregular material shall be included in the bid item price for "cold milling" and no extra payment shall be made.
Areas of distorted pavement shall also be cold milled to a smooth uniform surface.
COLD MILLED AREAS SHALL NOT REMAIN UNPAVED OVER MORE THAN ONE WEEKEND.
NOTE: ON LOCAL RESIDENTIAL STREETS, COLD MILLED AREAS SHALL NOT REMAIN UNPAVED OVER MORE THAN ONE DAY; ALL COLD MILLED AREAS SHALL BE PAVED THE FOLLOWING DAY.
PART 6 - TEMPORARY TRAFFIC CONTROL
SECTION 600 - ACCESS
600-1 GENERAL.
600-1.1 Public Convenience and Safety Access. The Contractor shall provide temporary “No Parking” and all other signs which are necessary for the safe and orderly conduct of vehicular traffic as directed by the Engineer and as specified herein. Contractor shall also provide an approval barricaded area in the parking lane for pedestrian traffic during such time as the parkway is unfit to be used for pedestrian traffic.
At such times as driveways are inaccessible due to the Contractor’s work, they shall be blocked by two (2) Class II barricades or one (1) Class II barricade and two (2) delineators. Driveways that are ramped or planked for temporary access shall be provided with a barricade or delineator at each side. The Contractor shall give 24 -hour notice to affected property owners prior to blocking any driveway.
The Contractor shall provide access for refuse collection on the regularly scheduled days. He shall also facilitate or assist in the collection where such work is hampered by his operations.
600-1.2 Street Closures, Detours, and Barricades. The Contractor shall not close any street within the City of Gardena without first obtaining the approval of the Engineer. Barricading, traffic control and detour diagrams in connection with street closures shall be submitted by the contractor as required by the Engineer.
The Contractor shall provide and install barricades, delineators, warning devices and construction signs in accordance with the California Manual of Temporary Traffic Controls or W.A.T.C.H. Handbook. During adverse weather or unusual traffic or working conditions additional traffic devices shall be placed as directed by the Engineer. All traffic signs and devices shall also conform to the California Manual of Temporary Traffic Controls or W.A.T.C.H.
Handbook.
TP-10
The Contractor shall provide and maintain Type II barricades along excavation edges parallel to the flow of traffic at a maximum spacing of twenty -five feet. Type II barricades mounted with flashers shall be installed around work areas in parkways. Type II barricades shall have alternating reflective orange and reflective white stripes at an angle of 45 degrees. The strip width shall be in accordance with Table 5 -1 “Barricade Characteristics” “Manual of Traffic Controls for Construction and Maintenance Work Zones”.
During paving operations, barricades may be supplemented with minimum size eighteen -inch high traffic cones and delineators such that spacing between barricades and/or cones or delineators is no greater than twenty feet. Traffic cones and delineators used within State right - of-way shall be a minimum size of twenty -eight inches high. At all access points such as intersecting streets, alleys and driveways, barricades and/or cones shall be provided at five -foot intervals so as to prevent vehicular access to the paving area. Where access from an intersecting street is prohibited, a “Road Closed” sign shall be provided at the nearest prior intersection. “No Left Turn” signs shall be provided wherever required by the Engineer.
When one-way access from a side street or alley is permitted, barricades and cones shall be provided at five -foot intervals for a distance of fifty feet on either side of the centerline of the intersecting street, or alley.
Should the Contractor fail to furnish a sufficient number of traffic and/or pedestrian safety devices, the Agency will place such necessary items and the Contractor shall be liable to the Agency for providing such devices in accordance with the following provisions:
1. For placing of barricades: $5.00 per barricade for the first day or any part thereof and $2.00 per barricade, per day, for each day thereafter or any part thereof. For flashers: $2.50 per flasher for the first day or any part thereof and $1.00 per flasher, per day, for each day thereafter or any part thereof. For traffic cones:
$1.00 per cone for each day or any part thereof.
2. In the event that the services of the Agency are required between the hours of 5:00 P.M. and 8:00 A.M., during the normal week or at any time on Saturday, Sunday or a Agency holiday, there shall be an additional charge to the above set forth minimums of $188.00 for each service trip required.
Contractor shall relocate, preserve and maintain the visibility of all existing signs within the project limits which affect the flow of traffic, as directed by the Engineer. Any signs which are damaged or found to be missing during the course of construction shall be replaced by the Contractor at his expense as directed by the Engineer. All other signs that interfere with the course of work and are not necessary for the safe flow of traffic will be removed and replaced by the Agency. Traffic control signs include Stop Signs, Speed Limit, Parking Restrictions and other regulatory signs.
SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSRTUCTION AND
MAINTENANCE WORK ZONES
601-1 GENERAL. A minimum of two (2) lanes (one lane in each direction) shall be maintained at all times for a continuous flow of traffic, except as otherwise approved by the Engineer.
The Contractor shall provide two (2) Traffic Advisor Portable Changeable Message Signs, one week prior to the start of construction. The message text will include “MAJOR CONSTRUCTION ON XXXXX AVE” and start date. The Contractor shall be responsible for
TP-11
providing moving and programming the message signs during the entire duration of construction as directed by Engineer.
Lane closures shall be allowed between 8:00a.m. and 4:00p.m. only. No traveled lane shall be closed overnight without prior City approval. Access to private property shall be maintained at all times.
"Temporary No Parking" signs shall be posted no more than 100 feet apart at least 72 hours prior to work. The signs shall be mounted on either 1” x 2” X 3’ high wood stakes, Type II barricades, or 39-inch high delineators. Signs shall not be posted on trees, traffic signal poles, utility poles, streetlights, or any other street furniture. Signs shall be professionally made of moisture-resistant, heavy duty cardboard or other approved material. "Temporary No Parking" signs shall be maintained by the contractor at all times and shall be approved by the Engineer prior to posting. Cover existing street signs as directed by the Engineer.
"Temporary No Parking" signs shall be implemented for one week only (M -F) at a time. Signs shall be removed and reposted each week as needed and approved by the City.
DURING PAVING OPERATIONS, THE CONTRACTOR SHALL PROVIDE INDIVIDUALS AND EQUIPMENT DESIGNATED TO PERFORM AND MAINTAIN TRAFFIC CONTROL ONLY. The Contractor shall furnish, place and maintain all temporary traffic control devices required for the safe and orderly flow of vehicular and pedestrian traffic during construction. All Traffic control shall conform to the California Manual of Temporary Traffic Controls (California M.U.T.C.D.) or Work Area Traffic Control Handbook (W.A.T.C.H. Handbook).
If traffic control measures are not in conformance with these provisions, the project shall be stopped until conformance is attained to the satisfaction of the Engineer.
At locations where excavations are left open overnight, flashing barricades shall be placed along the excavation at a maximum spacing of 20 feet. A minimum of 3 flashing barricades shall be placed at any one excavation.
Temporary striping will be permitted only on base course and pavement to be overlaid.
Temporary pavement markings to be placed on new asphalt shall be spaced at 25 ft maximum and shall be removable without damage to the new overlay. Method of temporary markings shall be submitted to the Engineer for approval at the preconstruction meeting.
The Contractor shall submit and obtain written approval of traffic control plans from the Engineer five (5) working days prior to implementing.
Temporary lane closures shall be allowed during working hours specified in these Technical Provisions. Temporary lane closures maintained beyond the normal working hours may have a negative economic effect on the local residential, commercial/industrial business, and traveling public. Unless the Contractor secures prior written approval from the Engineer to maintain temporary lane closures beyond the working hours allowed, the Engineer may deduct a fee from a progress payment or bond for each temporary lane closure maintained beyond the allowed working hours. The fee will be accessed at a rate of Five Hundred ($500) per each travel lane per each thirty (30) minute interval, or fraction thereof as required by the Engineer. In no event will work be allowed past 5 p.m.
TP-12
PART 7 – STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS
SECTION 700 – MATERIALS
700-5 TRAFFIC SIGNAL MATERIALS.
700-5.8 Detectors.
700-5.8.2 Inductive Loop Detectors. Loop detector wire shall be Type 2 and loop detector lead-in cable shall be Type B per Section 86 -1.02F of the State of California, Department of Transportation Standard Specifications, and latest edition.
SECTION 701 – CONSTRUCTION
701-13 GENERALWIRES, CONDUCTORS AND CABLES.
701-13.2 Splices. All conductor splicing shall conform to Section 87 of the Standard Specifications of the State of California, latest edition. All detector loop wire and lead -in cable shall be soldered at every splice or connection.
701-17.7.2 Pedestrian Push Buttons. Pedestrian push buttons shall be furnished and installed at locations as shown on the plan. Pedestrian push buttons with assemblies and signs shall be installed on the crosswalk side of the Standard or pedestal parallel to the crosswalk to which it is intended unless otherwise shown on the plans. Arrows on push button signs shall point in the same direction as the corresponding crosswalk.
Pedestrian push buttons shall be ADA compliant Type B, Polara iDSX (X=3 for retrofit and x=2 for new Traffic Signal Install), yellow with a 5”x7” front plate adapter capable of custom messages (as necessary) or approved equal. Pedestrian push buttons shall be programed and shall function per CA MUTCD Section 4E.09, 10, 11 and 12. Pedestrian push buttons that are mounted on the same pole or are less than 10 ft apart shall be programed to comply with CA MUTCD Section 4E.10, 11 and 12. Pedestrian push buttons shall have a maximum reach of 10 inches. Pedestrian push buttons attached to a pedestal shall be shaped to fit the curvature of the pedestal and secured to provide a rigid installation. Saddles shall be provided to make a neat fit when required. A product cut sheet for this PPB is contained in Appendix D.
701-21 BATTERY BACKUP SYSTEM . The Contractor shall furnish and install a Clary UPS Model SP125OLX -R ( or approved) Battery Backup System (BBS) for use with a Type 332 system or equal, on locations detailed on plans. The Contractor shall furnish new and install all necessary cables, wiring harness, and all other equipment and incidentals, including batteries, to connect the Uninterrupted Power Supply (UPS) to the traffic signal controller cabinet wiring harness to provide the intended operation.
The Dimensions BBS shall consist of but not limited to:
1. Inverted/Charger (with RS232 and Ethernet Port)
2. Combined Manual Bypass Switch – 511016
3. 12 VDC, 79 AH Group 24 AGM batteries (six per system) – 390003
4. All necessary hardware and interconnect wiring
The BBS shall be installed per the manufacturer’s guidelines.
The contractor shall at his own expense, arrange to have a technician, qualifies to work on the BBS assembly and employed by the BBS assembly manufacturer, or his representative, present
TP-13
at the time the equipment is turned on. The Engineer shall be notified at least two (2) working days prior to the beginning of the functional test period. A product cut sheet for this system is contained in Appendix E.
BATTERY BACKUP CABINET
Where BBS system is to be installed with a Type 332, a standalone cabinet shall be furnished and installed to house the batteries and the inverter. The inverter shall be mounted inside the cabinet preferably at the top. The BBS cabinet shall be McCain Sensata (3 Shelves) or Caltrans Standard Cabinet (4 Shelves).
The Contractor shall at his own expense, arrange to have a technician, qualified to work on the BBS, present at the time the equipment is turned on. The Engineer shall be notified at least two (2) days prior to the beginning of the functional test period. BBS shall be installed per manufacturer’s instructions and specifications. Tests for proper operation and adjust satisfactory results are obtained.
Shop Drawings shall be submitted and approved by the engineer prior to installation.
APPENDIX A
Gardena Standards
APPENDIX B
SPPWC Standards
APPENDIX C
Caltrans Standards
APPENDIX D
PPB Cut Sheet
9.0 12.0
18.3 Standard Configuration Shown
iNX9WN0-Y
2.6 14.0
iNX: Mid-Block Crossing Push Button Station
iDX: iNX with iDetect Touchless Actuation Option
The iNX push button station is designed for use at a pedestrian crosswalk with in-pavement or overhead flashing yellow lights. The system consists of a 9”x12” instructional sign, a push button with directional arrow (bidirectional and blank buttons also available) for activating the flashing lights, a voice message, and one yellow LED above the push button that flashes when the street warning lights are flashing.
The iNX uses the same rugged housing as Polara’s “iNS” iNavigator. In addition to the push button, the iNX contains a speaker, a 10-watt RMS audio amplifier, a noise monitoring microphone for auto volume control, and LED indication.
The iNX operates off of the warning light system control unit via six wire connections (see page 2). The iNX has the same Bluetooth configuration interface as the “iNS” iNavigator, which is used to select audio messages, change settings, and download firmware updates. The Bluetooth can also communicate with other buttons, eliminating the need for separate radios to perform this function. iNX/iDX is not compatible with XAVCU controllers.
iDX Features:
Detects movement typically within 1-4 inches•
Inconspicuous Radar Detection - Vandal Resistant•
The unit is supplied with mounting hardware and installation instructions.
Ordering Options
iNX 9 W N 0 - Y - NA
Additional Button Options
NA - No Arrow
BD - Bi-Directional Arrow
Braille
N - No braille on Faceplate (Standard)
B - Braille on Faceplate
Audio Message Option
0 - Standard Messages
1 - Custom Messages
Faceplate
MUTCD Compliant
W - 9x12 R10-25 (Standard)
Size of Front Plate Adapter
5 - 5" x 7"
9 - 9" x 12" (Standard)
Non-MUTCD Compliant
W - 5x7 Based on R10-25
O - No Faceplate
S - 9X12 Touchless
Button Cover Color
Back plate is always black.
B - Black
G - Green
Y - Yellow (Standard)
iDetect Option & Sign
iDX9SN0-Y
Product Family
iNX - Standard
iDX - With iDetect
(Touchless Actuation)
www.polara.com
Dimensions are in inches.Doc. iNX_iDX-CutSheet Rev. D-25492 12/22/2020 † iDetect touchless actuation will work as specified in the range of -20°C to +60°C (-4°F to +140°F).
Detection could fluctuate and be reduced/less responsive outside of the specified range. All normal PBS functions will work through the extended NEMA temperature ranges. iDetect is an additional feature/supplement to the PBS.
Function
Push button station (PBS) for use on crosswalks with flashing yellow lights. Connects to RRFB to enable triggering of crosswalk lights and can provide a locate tone and a voice message. Voice message can be set to play 1/2/3 times, or for the entire time the lights are flashing. Factory Default Setting is to play 2 times per FHWA.
Features
Instructional 9”x12” retro-reflective sign with tamper-resistant mounting screws• One yellow LED that flashes when warning lights are flashing• ADA-compliant push button with directional arrow, field adjustable to point left, • right, up, or down
10-watt audio amplifier•
Weather resistant speaker•
Volume and other settings set using the free Polara service app, connected over • Bluetooth
Standard English Message: "Yellow lights are flashing" (Default 2X per FHWA)• Electrical Properties
Mechanical Properties
6-Wire System Termination View
2-Wire inputs for LIGHTS (+/-)*
2-Wire inputs for BUTTON (+/-)*
Power (PWR)
Ground (GND)
*Both LIGHTS and BUTTON accept either
polarity.
Notes:
DO NOT APPLY AC VOLTAGE TO THIS SYSTEM!1.
Designed to comply with applicable sections of referenced standards2.
All specifications are subject to change without notice3.
All specifications are typical unless otherwise specified4.
Operating Specifications
Parameter Rating
Operating Temp. Range -34°C to +74°C (-30°F to +165°F)† Storage Temp. Range -45°C to +85°C (-50°F to +185°F)
Operating Force 3.0 lbs max
Switch Operating Life Greater than 20 million operations Max. Volume 100 dB @ 1 meter
Design Compliance
Test Type Compliance
Functionality MUTCD 2009-4E
Temperature and Humidity NEMA TS2
Mechanical Shock and Vibration NEMA TS2
iNX Enclosure NEMA 250 Type 4X
Power Requirements
DC In 10-24 VDC
Button 7-32 VDC
Lights In 7-32 VDC
Idle Current Draw ~15mA @ 12 VDC
(Locate Tone With Default Settings)
Peak Current Draw
(15 VDC Input Power) ~500mA with Voice Message at maximum Physical
Enclosure Type Plastic sealed housing, powdercoated cast aluminum cover and backplate
Installation 3/4" or smaller banding or 2 tapped 1/4-20 holes on 6" centers; 1/2" or larger hole for wire access
Dimensions
Width 9" (with 9x12" sign) / 5.1 (without sign)
Length 18.2" (with 9x12" sign) / 14" (without sign)
Maximum Height 2.6"
www.polara.comDimensions are in inches.Doc. iNX_iDX-CutSheet Rev. D-25492 12/22/2020
APPENDIX E
Battery Backup Cut Sheet
The Continuous Power Company™
DC IN
OUTPUT IEC DC INPUT BREAKER
AUX. TEMP.
SENSOR
SYSTEM
ON/OFF
RS232 SIGNAL
INTERFACE
4 × 20 LCD DISPLAY SELECT/MENU MODE
ENTER/SHOW TIME
AC IN/OUT
USB
TYPE B
COLD START SWITCH/LED
SNMP CARD
OPTIONAL
ALARM SWITCH/LEDUP/DOWN
ARROWS
NO/NC RELAYS
BATTERY
TEST POINTS
CIRCUIT BREAKERINPUT AC LINE BREAKER
Overview
The SP 1250LX features an integrated Power Interface
Module and programmable display. The LX Series are
advanced UPS that provide clean, regulated dual conversion power for controllers and other sensitive equipment
inside the traffic cabinet. Rated for 1250 VA/875 W, with operational temperature of -40˚C to +74˚C (-40˚F to 165˚F), the SP 1250LX has been independently tested and certified to comply with NEMA temperature standards as well as
NEMA standards for shock and vibration. Compatible with most existing traffic cabinets, the SP 1250LX can be rack or shelf mounted and can be configured with either front or rear power connectors. The SP 1250LX provides full operation in intersections with all LEDs. Advanced communication
features allow monitoring, configuration and control of the system over RS232, modem or network connections.
Available with battery bus voltages of 48 V or 72 V.Features • Space saving design: 2U vertical
rack space
• On-line, conditioned, regenerated power
for cabinet equipment protection
• Operates in extreme environments
from -40°C to +74°C (-40°F to +165°F)
• Power quality analytical data recorded
and exportable to Excel in CSV format
• USB connectivity with monitoring
center or other equipment
• Power factor corrected for reliable
and safe power
SP 1250LX
Online UPS with integrated PIM and programmable display The Continuous P o w er Compa ny ™
Tel:800-442-5279 · Fax:626-305-0254 · www.clary.com
© 2018 Clary Corporation. Specifications subject to change without notice. 0118 Specifications
Electrical Input
Voltage 75 VAC to 155 VAC (before going to batteries)
Frequency 45 Hz to 65 Hz
Electrical Output
Voltage 120 VAC ±3%
Frequency 50 Hz or 60 Hz
Current 10.4 A
Rating 1250 VA / 875 W
Crest Factor Ratio
· 50% load up to 4.8:1
· 75% load up to 3.2:1
· 100% load up to 2.4:1
THD 4.00% maximum
Dynamic Response ±4% for 100% step load change
0.5 ms recovery time
Overload · 110% for 10 sec
· 200% for 50 ms
UPS Protection
· Input and output short circuit
· Input and output overload
· Excessive battery discharge
Environmental
Temperature -40°C to +74°C (-40°F to +165°F)
Humidity 0% to 95% non-condensing
Altitude Sea level to 10,000 ft
Mechanical
Input Hardwired to bypass box
Outputs Hardwired to bypass box,
with single 15 Amp receptacle
Dimensions
(H × W × D) 3.5" × 19.0" × 10.0" (2U)
Weight 13 lb
Cooling · Low velocity
· Forced air
Design
Standard Features
· Power factor corrected input
· Fully regenerative
· True on-line continuous power
· Low distortion sine wave output
· Designed for non-linear loads
· Extended brownout protection
· EIA/RS232 data interface
Certifications
· IEEE 587/ANSI C62.4
· IEC 555 @ 120 VA
· NEMA
Typical Recharge Time
(to 85% capacity @ 100% load)
48-72 hrs
(more time required with extended battery option)
Control and Indicators
Switches / Control Panel
· System power
· Cold start
· Test
· Alarm silence
· Four line LCD display panel
Alarms
· Utility interrupt
· Inverter failure
· Overload
· Low battery
· Self test
Intelligent Computer Interfaces
· Serial interface for EIA 232
· 1 each DB9-F (RS232 and signal interface pins)
and 1 each USB
· Full interactive remote computer monitoring and
control of most features including load control
(requires optional monitoring software)
· NTCIP and TCP/IP ready
Contact Closures
· “D” connector
· Open collector
(see user manual for additional interface information)
Options
SNMP Interface
Allows full control and monitoring interface
over network connection. Compatible with HP
Openview™, IBM Netview™, CA Unicenter TNG™,
and other major software offerings.
Battery Bus Voltage 48 V or 72 V
Submitted To
City of GARDENA
Attn.: Amir H. Modarressi, PE
Public Works Project Manager
Submitted by email:
[email protected]
Submitted By
TRANSTECH Engineers, Inc.
Contact Person for this Proposal:
Okan Demirci, PE, QSD/P
Principal Project Manager
E: [email protected]
C: 714-319-6137
www.transtech.org
Proposal
Construction Management
and
Inspection Services
Various Street
Rehabilitation Projects
JN 526 & 548
About Transtech Video
Highlight:
CLICK HERE
www.transtech.org
Sincerely,
Ahmad Ansari, PE, Principal Okan Demirci, Principal Project Manager, PE, QSD, QSP E: [email protected]; 949-702-561 E: [email protected]; C: 714-319-6137 April 23, 2026
City of GARDENA
Attn.: Amir H. Modarressi, PE
Public Works Project Manager
Submitted by email: [email protected]
Proposal, Construction Management and Inspection Services Various Street Rehabilitation Projects, JN 526 & 548
Dear Mr. Modarressi,
Transtech is pleased to submit this Proposal for the subject services.
Established in 1989, Transtech (a California Corporation) is a multi-disciplinary engineering consulting firm. Transtech has been in business for 37 years.
Transtech has experience in various types of projects, such as:
• Street Rehabilitation and Reconstruction
• Water, Drainage, Sewer Improvements
• Traffic Signal and Street Lighting
• ADA Improvements
• Bridges
• Parks and Playgrounds
• Parking Structures
• Community Centers
• Libraries
• City Halls
• Fire Stations
• Renovation of Historic Buildings
Transtech has extensive experience in providing services on similar projects. Few examples are listed below:
• Since 2013, Annual Street Rehab Program, City of Temple City ($22M) • Since 2019, Annual Street Rehab Program, City of West Covina ($15M) • Since 2018, Annual Street Rehab Program, City of South El Monte ($4M) • Since 2018, Annual Street Rehab Program, City of Cudahy ($6M) • Since 2015, Annual Street Rehab Program, City of Commerce ($24M) • Since 2019, Annual Street Rehab Program, City of Maywood ($6M) • Since 2022, Annual Street Rehab Program, City of Monterey Park ($12M) • Since 2022, Annual Street Rehab Program, City of Rosemead ($5M) • Riverside Dr Street Rehab Project, City of Chino ($7.5M) • El Prado Rd Reconstruction Project, City of Chino ($3M) • Roadway Improvements at Brewster, Agnes, Alberta, First, Franklin, City of Lynwood ($7M) • Eastern Ave, Full Depth Reclaimed Pavement Rehab Project, City of Commerce ($2M) • Temple City Blvd Rehabilitation Project, City of Temple City (Fed. Funded) ($2.5M) • Riverside Dr Street Rehab Project, City of Chino ($7.5M) • El Prado Rd Reconstruction Project, City of Chino ($3M) • Roadway Improvements at Brewster, Agnes, Alberta, First, Franklin, City of Lynwood, ($7M) • Central Avenue and Dupont Avenue Water Mainline Replacement Project, City of Chino, ($4.5 M)
Transtech has a large pool of well experienced staff and resources to provide services, and respond to requests in a timely, efficient, and cost -effective manner. Our staff and resources include approximately 250 professionals. including city engineers, traffic engineers, building officials, plan checkers, inspectors, permit technicians, engineers, project managers, designers, construction managers, technicians, and support personnel.
Thank you for the opportunity to submit this proposal. Should you have any questions, or require additional information, please contact us.
Table of Contents
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548) Section Page
1. Brief Company Profile 1
2. Project Staff Qualifications 1
2a. STAFF GENERAL QUALIFICATIONS/LICENSES 1
2b. PROJECT ORGANIZATION CHART 2
2c. RESUMES 3
3. Similar Projects Experience 5
4. References 6
5. Project Understanding, Scope of Work, Approach 7
5a. PROJECT UNDERSTANDING 7
5b. SCOPE OF WORK 9
5c. APPROACH 9
6. Fee 12
7. Insurance 13
Proposal 1
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548)
1. Brief Company Qualifications
Established in 1989, Transtech (a California Corporation) is a multi-disciplinary engineering consulting firm. Transtech has been in business for 37 years and is providing municipal services to appr. 90 public agencies.
Transtech has a large pool of well experienced staff and resources readily available to provide requested services, and respond to requests in a timely, efficient, and cost -effective manner. Our staff and resources include approximately 250 professionals.
We have extensive experience working with Public Agencies/Cities in similar assignments . We are accustomed to working with governmental agencies, and have a good understanding of public agency issues, procedures, and policies.
Several of our staff members are former City Engineers, Public Works Directors. One of the unique qualifications of Transtech is that we serve public agencies as municipal contract service providers, including Contract City Engineer, City Traffic Engineer, Building Official, CIP Manager, Planner and in other capacities.
Our multi-disciplinary service capabilities include:
• Building & Safety Services, Building Inspection, Plan Check, City Building Official
• City Engineer, City Traffic Engineer, Development Review, Public Works Engineering, Plan Check, Inspection
• Civil Engineering
• Planning Support
• Traffic and Transportation Planning and Engineering
• Water Resources Engineering
• CIP Program and Project Management
• Construction Management and Inspection
• Federally Funded Project Management
• Labor Compliance
• Staff Augmentation
• Grant Writing
• CDBG Project Management
• Emergency Support Services
We have experience in a variety of projects, such as:
• Street Rehabilitation and Reconstruction
• Traffic Signals
• Street Lighting
• Water, Drainage, Sewer Improvements
• Utilities
• ADA Improvements
• Bridges Parking Structures
• Community Centers
• Libraries
• City Halls
• Fire Stations
• Police Stations
• Parks and Playgrounds
We work with METRO on a number of projects. Currently, we are managing 710 Mobility Improvement Projects for the Cities of Alhambra and Rosemead, which has total funding of over $200m.
Our team includes experienced staff members who have worked for Caltrans and are intimately familiar with the standards and procedures, project development and approval process, and requirements.
We have extensive experience in the management and administration of federally funded projects. In the past few years, we have managed over 40 federally funded projects.
2. Project Staff Qualifications
2a. STAFF GENERAL QUALIFICATIONS/LICENSES
We have extensive experience working with Public Agencies/Cities in similar assignments . We are accustomed to working with governmental agencies, and have a good understanding of public agency issues, procedures, and policies.
Several of our staff members are former City Engineers, Public Works Directors.
One of the unique qualifications of Transtech is that we serve public agencies as municipal contract service providers , including Contract City Engineer, City Traffic Engineer, Building Official, CIP Manager, Planner and in other capacities.
Engineering Licenses and Certificates of the Firm and Staff Members in Diversified Fields: Several of our engineers are licensed as Professional Engineers by the State of California Board for Professional Engineers, Land Surveyors, and Geologists (BPELSG). Our staff professional licenses, registrations and certifications include:
• PE (Licensed Civil Engineer • PMP (Certified Project Management Professional)
Proposal 2
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548) • TE (Licensed Traffic Engineer)
• PLS (Licensed Land Surveyor)
• QSD (Construction General Permit Qualified SWPPP Practitioner) • QSP (Construction General Permit Qualified SWPPP Developer) • QISP ( Industrial General Permit Qualified Industrial Stormwater Practitioner)
• PMP (Professional Transportation Planner)
• RSP (Registered Safety Professional)
• CASp (Certified Access Specialist)
• CPSWQ (Certified Professional in Storm Water Quality
• CPESC (Certified Professional in Erosion and Sediment Control)
• LEED AP ( Professional with specialty credential with knowledge in green building practices
• Registered Construction Inspector by American
Construction Inspectors Association
• Certified International Municipal Signal Association “IMSA” level III Technician
Building and Safety ICC Certifications: We have staff who have reached the highest possible level of code administration with the Master Code Professional designation certification from the ICC . In addition, some of our staff members are certified as Fire Plan Checkers and Inspectors, as we provide these services to some agencies. Following are various ICC certifications held by various staff members:
Building Official Certifications:
✓ Certified Master Code
Professional
✓ Building Code Official
✓ Building Official
Plan Check Certifications:
✓ Residential Building Plans
Examiner
✓ Commercial Building Plans
Examiner
✓ California Building Plans Examiner
✓ Certified Sustainability
Professional
✓ CalGreen Plans Examiner
✓ Accessibility Plans Examiner
✓ Commercial Energy
Conservation Plans Examiner
✓ Residential Plans Examiner
✓ Mechanical Plans Examiner
✓ Plumbing Plans Examiner
✓ Electrical Plans Examiner
CA Safety Assessment Program:
CalOES SAP Evaluator Inspection
Certifications:
✓ Combination Inspector
✓ Commercial Building Inspector
✓ Residential Building Inspector
✓ Accessibility Inspector
✓ Commercial Energy Conservation
Inspector
✓ Electrical Inspector
✓ Commercial Electrical Inspector
✓ Residential Electrical Inspector
✓ Residential Energy Conservation Inspector
✓ Residential Building Inspector
✓ Residential Mechanical Inspector
✓ Mechanical Inspector
✓ Commercial Mechanical Inspector
✓ Plumbing Inspector
✓ CalGreen Inspector
✓ Building Inspector CBC
✓ Building Inspector UBC
✓ Plumbing Inspector UPC
✓ CA Building Inspector
✓ CA Commercial Plumbing Inspector
✓ CA Residential Mechanical Inspector
CA Residential Mechanical Inspector
Additional Inspection Certifications:
✓ IAPMO Plumbing, Mechanical Inspector
✓ Fire Code Inspector
✓ Fire Inspector II
✓ California UST Inspector
Permit Technician Certification:
✓ Permit Technician
CACEO Certified Code Enforcement
Officer
FEMA: IS 100, 200, 241, 242, 275, 700, 288,
800, 08-A, 1900
Fire Plan Checker and Inspector
2b. PROJECT ORGANIZATION CHART
Following are staff members who are anticipated to be available during the project duration specified in the RFP.
OKAN DEMIRCI, PE, QSD/P, MBA, Sr. Engineer (PM/CM Support) ✓ 15 yrs of experience
✓ Serves as PM/CM for projects at Transtech’s Contract
Cities.
✓ Caltrans RE Academy Certified.
✓ Managed over 50 Federally Funded Projects.
JOHN KEIZER, Sr. Inspector (Field CM/Inspection Support) ✓ 15 yrs of experience
✓ Prior experience includes working in construction
inspection, public works, and utility infrastructure
projects
✓ Extensive experience in roadway, asphalt and
concrete paving, storm drain systems, water and
sewer infrastructure, and grading operations.
EARL FRASER, QSP (Field Construction Manager-Sr. Supervising Inspector)
✓ 30 yrs of experience
✓ Registered Construction Inspector by American
Construction Inspectors Association.
✓ Serves as Field CM for projects at Transtech’s Contract Cities.
ROBERT GARCIA, Sr. Inspector (Field CM/Inspection
Support/Backup)
✓ 30 yrs of experience
✓ Prior experience includes working in the capacity of
foreman, site superintendent and project manager for
public works projects.
✓ Works as PW inspector for a number of agencies
under Transtech Contracts. BAHMAN JANKA, TE, Sr. Traffic Engineer (Support for Traffic Control Review)
✓ 35 yrs of experience
✓ Prior experience includes working as Traffic Engineer at various Cities.
Subconsultants:
Materials Testing and Inspection Support: CONVERSE
CONSULTANTS (MBE Firm); www.converseconsultants.com/
Labor Compliance Support: AVANT GARDE, (DBE/WBE Firm);
www.agi.com.co
Proposal 3
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548) 2c. RESUMES
OKAN DEMIRCI, PE, QSD, QSP, MBA, Principal, Construction Management Services Education:
• BS in Engineering, MBA Business Admin
Registrations/Certifications
• Registered Civil Engineer
• Caltrans Resident Engineer Academy
Highlights
Mr. Demirci has approximately 15 years of experience. Mr. Demirci serves as CIP Program Manager, Resident Engineer at Transtech’s Contract Cities and provides technical and management support. He completed Caltrans Resident Engineer Academy and is very fam iliar with the management and administration of federally and state funded projects in compliance with Caltrans Local Assistance Procedures Manual (LAPM). Mr. Demirci works as CIP Program Manager at various Transtech’s Contract Cities, and manages various capital improvement programs including state and federal funded programs such as CDBG, HSIP, ATP, Metro Call for Projects, SR2S, etc.
Mr. Demirci has served as CM, PM, and RE for numerous construction projects. He has extensive experience in Federally Funded Projects. Some of the significant projects where Mr. Demirci served as CM/PM/RE include:
• Slauson Traffic Congestion Relief Project (Federally Funded), City of Maywood. Intersection widening at major City corridor, including R/W acquisition, traffic signal modification, asphalt and concrete improvements. Cost:
$10m.
• Washington Boulevard Widening and Reconstruction Project (Federally Funded), City of Commerce/Caltrans.
Widening and reconstruction of 2.7 miles of Roadway (including approx. 3,500 tons rubberized AC overlay), median construction, street lights, SCE undergrounding, ADA improvements, landscaping, and hardscaping.
Cost: $40m.
• Rosemead Boulevard Improvements Project (Federally Funded), City of Temple City. Roadway widening and reconstruction of 2 miles of roadway (including approx. 6,000 tons rubberized AC overlay), class IV bike lanes, ADA improvements, street lighting, beautification, landscaping, and hardscaping. Cost: $20m.
EARL FRASER, QSP, Field Construction Manager-Sr. Supervising Inspector Registration:
• Registered Construction Inspector by American Construction Inspectors Association. • QSP (Construction General Permit Qualified SWPPP Practitioner). • CalOES SAP Evaluator
Highlights
Mr. Fraser has over 30 years of experience. He is a Registered Construction Inspector by American Construction Inspectors Association. He is also certified as QSP (Construction General Permit Qualified SWPPP Practitioner). His experience includes construction management and inspection of grading, pavement rehabilitation (asphalt and concrete), ADA/accessibility, wet and dry utilities (storm drain, sewer, water), traffic signal improvements. He also coordinates public works encroachment permit inspections as Sr. Inspector at Transtech’s Contract Cities. As Sr.
Inspector/Construction Manager, he performs a wide variety of tasks to ensure the project progresses on schedule, is in compliance with approved plans and specifications, and effective communication and information flow is maintained with project participants. He has inspected projects that are funded with State and Federal Funds, and is familiar with Caltrans LAPM for Contract Administration.
• La Ballona Safe Routes to School Improvements, City of Culver City: Pedestrian safety improvements, traffic signal and HAWK installation, accessibility improvements (sidewalk, curb ramp, curb&gutter), pavement rehabilitation, signage and striping. Cost: $3.5m.
• Valley-Linden Roadway Improvements, City of Rialto: Pavement rehabilitation, concrete improvements (sidewalk, curb, curb ramp). Cost: $1.5m
• FY 24/25 Pavement Rehab, City of Commerce: Citywide pavement rehabilitation (AC full depth reclamation), concrete improvements (sidewalk, curb, curb ramp). Cost: $4.0m. • FY 23/24 Pavement Rehab Las Tunas Rd, City of Temple City: AC rehabilitation, concrete improvements (sidewalk, curb, curb ramp). Cost: $3.5m.
• FY 24/25 Pavement Rehab, City of South El Monte: AC rehabilitation, concrete improvements (sidewalk, curb, curb ramp). Cost: $2.5m.
Proposal 4
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548)
JOHN KEIZER, Sr. Inspector (Field CM/Inspection Support) Education
• A.S, Public Works, Citrus College, Glendora California Highlights
Mr. Keizer has approximately 15 years of experience in construction inspection, quality control, and public works infrastructure projects for both public agencies and private sector clients. His experience includes performing field inspections, quality assurance/quality control (QA/QC), construction documentation review, and ensuring compliance with project plans, specifications, and regulatory requirements. Mr. Keizer’s background includes extensive experience inspecting public works improvements such as r oadway construction, asphalt and concrete paving, storm drain systems, water and sewer infrastructure, grading operations, and traffic control systems. He has experience interpreting construction plans and specifications, verifying material compliance, documenting inspection activities, and coordinating with contractors, engineers, and public agencies to ensure successful project delivery. In addition, Mr. Keizer has strong experience in construction documentation and compliance, including review of redline s, as -builts, and project records to support audits and regulatory requirements. He has worked closely with project teams to ensure accuracy of documentation, track materials, and maintain compliance with company and agency standards.
Below are a list of CIP projects highlighting Mr. Esqueda public works experience:
• Huntington Drive STPL Improvements (Federally Funded), City of Monrovia: Concrete diamond grinding, culvert/storm drain construction, accessibility improvements (curb, curb-gutter, curb ramp, sidewalk, driveway approach), signage and striping. Cost: $2.5M.
• Atlantic Avenue Complete Street Improvements (State Funded), City of Cudahy: Roadway rehab, raised median rehabilitation, landscaping, irrigation, street lighting, traffic signals, new bike lanes, accessibility improvements (curb, curb-gutter, curb ramp, sidewalk, driveway approach), bus stop infrastructure, signage and striping. Cost: $6M.
• FY 24 -25 Pavement Rehabilitation, City of Commerce: Citywide pavement rehabilitation (AC full depth reclamation), concrete improvements (sidewalk, curb, curb ramp). Cost: $5M. • SB1 Street Enhancement Project, City of Huntington Park: Citywide pavement rehabilitation (AC full depth reclamation), concrete improvements (sidewalk, curb, curb ramp), sewer relining. Cost: $3M. • FY 24 -25 SB1 Rubberized Asphalt Street Enhancement Project, City of Montebello: Citywide pavement rehabilitation (AC/PCC reconstruction, AC resurfacing), concrete improvements (sidewalk, curb, curb ramp).
Cost: $4.5M.
• Public Works and Utility Infrastructure Projects, Los Angeles County Department of Public Works: Performed inspection of permitted work within public right -of-way and flood control facilities, including storm drains, utilities, and roadway improvements. Verified compliance with approved plans, permits, and safety standards; documented inspection activities; coordinated with contractors and the public; and ensured proper restoration of existing improvements.
• Municipal Infrastructure Projects, City of Corona: Inspected public works and utility construction projects including water, sewer, and storm drain systems, asphalt and concrete paving, sidewalks, curb and gutter, and traffic control systems. Verified grades, elevations, and material compliance; reviewed as-built drawings; responded to public inquiries; and supported project close-out and acceptance.
ROBERT GARCIA, Sr. Inspector (Field CM/Inspection Support/Backup) Education
• Los Angeles , Continuing Education/Public Works Construction Inspection Course • California State University, Sacramento, Water Program/Operation and Maintenance of Wastewater Collection Systems
• Possess a working knowledge of soil types, surveying methods and ASTM and ACI standards Highlights
Mr. Garcia has approximately 30 years of experience, of which 20 years has been working as the City Public Works Inspector for the City of Palmdale. His experience includes inspecting of all types of public works construction project: roadway construction, pavement rehabilitation, signals, grading, storm drain, water, sewer, concrete structures, sidewalks, and gutters. He also worked on county, state and federal funded projects. He has knowledge of standards and procedures for public agencies, including t he Green Book, Caltrans, and has extensive experience in traffic control, safety and OSHA compliance requirements.
Mr. Garcia also has experience in inspecting federally funded projects to ensure compliance with the Caltrans
Proposal 5
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548) Local Assistance Procedures Manual. He also has extensive experience in communicating/working with the public/adjacent property owners, and being proactive in dealing with complaints and comments and minimizing project impacts. Mr. Garcia also provided public works inspection services to various CIP projects:
• Merced Avenue Greenway Improvements (Federally Funded), City of South El Monte: Storm drain improvements including bioretention and biofiltration, roadway rehab, accessibility improvements. Cost:
$12.2m.
• FY 2023 -24 Pavement Rehabilitation Project (CDBG Funded), City of Rosemead: Pavement rehabilitation, accessibility improvements, signage/striping. Cost: $2.6m. • FY 2022 -23 Pavement Rehabilitation Project, City of South El Monte: Pavement rehabilitation, accessibility improvements, signage/striping. Cost: $1.0m.
• FY 2022 -23 Pavement Rehabilitation Project, City of Maywood: Pavement rehabilitation, accessibility improvements, signage/striping. Cost: $4.4m.
• FY 2022 -23 Pavement Rehabilitation Project, City of West Covina: Pavement rehabilitation, accessibility improvements, signage/striping. Cost: $3.9m.
• Commerce Mixmaster Striping Improvements, City of Commerce: Pavement markings, striping and signage improvements at a 5 way arterial mixmaster. Cost: $0.25m.
ANTONIO GUIRADO, EIT, Associate Engineer/Office Engineer Education:
• B.S Civil Engineering, California State University of Los Angeles • Minor in Construction Engineering and Management
• Engineer In Training
Highlights
Mr. Guirado currently works in our Public Works, City Engineering and Traffic Engineering Departments at Transtech’s client Cities assisting City Engineers and Public Works Directors. He provides technical support to Resident Engineers, Construction Manage rs and Construction Inspectors on various projects. His responsibilities includes project controls, contract administration, inspection support, RFI’s and submittals review coordination, document control, contract compliance and various other tasks.
Examples of his project experience as Associate Engineer/Office Engineer includes:
• City of West Covina, Southside Sewer CIPP Lining Improvements ($1.2M) • City of West Covina, Parks LED Sign Installation: Installation of LED signs at various Park locations. Cost: $0.1M. • City of Monrovia, Huntington Drive STPL Improvements: Arterial pavement resurfacing, storm water improvements, curb and gutter, curb ramp reconstruction, striping and signage. Cost: $3M. • City of West Covina, Residential Pavement Rehabilitation FY 23 -24: Provided project management & office engineering. Work includes asphalt pavement rehabilitation, pedestrian accessibility improvements (sidewalk, curb ramp, curb&gutter), signage and striping. Cost: $4M.
3. Similar Projects Experience
Transtech has experience in various types of projects, such as:
• Street Rehabilitation and Reconstruction
• Water, Drainage, Sewer Improvements
• Traffic Signal and Street Lighting
• ADA Improvements
• Bridges
• Parks and Playgrounds
• Parking Structures
• Community Centers
• Libraries
• City Halls
• Fire Stations
• Renovation of Historic Buildings
Following are few examples of similar projects:
• Since 2013, Annual Street Rehab Program, City of Temple City ($22M) • Since 2019, Annual Street Rehab Program, City of West Covina ($15M) • Since 2018, Annual Street Rehab Program, City of South El Monte ($4M) • Since 2018, Annual Street Rehab Program, City of Cudahy ($6M) • Since 2015, Annual Street Rehab Program, City of Commerce ($24M) • Since 2019, Annual Street Rehab Program, City of Maywood ($6M) • Since 2022, Annual Street Rehab Program, City of Monterey Park ($12M) • Since 2022, Annual Street Rehab Program, City of Rosemead ($5M)
Proposal 6
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548) • Riverside Dr Street Rehab Project, City of Chino ($7.5M) • El Prado Rd Reconstruction Project, City of Chino ($3M) • Roadway Improvements at Brewster, Agnes, Alberta, First, Franklin, City of Lynwood ($7M) • Eastern Ave, Full Depth Reclaimed Pavement Rehab Project, City of Commerce ($2M) • Temple City Blvd Rehabilitation Project, City of Temple City (Fed. Funded) ($2.5M) • Riverside Dr Street Rehab Project, City of Chino ($7.5M) • El Prado Rd Reconstruction Project, City of Chino ($3M) • Roadway Improvements at Brewster, Agnes, Alberta, First, Franklin, City of Lynwood, ($7M) • Central Avenue and Dupont Avenue Water Mainline Replacement Project, City of Chino, ($4.5 M)
4. References
CITY OF ONTARIO
Address: 1333 S. Bon View Avenue, Ontario CA, 91761
Contact: Dan Beers, Design & Construction–Principal Project Manager T: 909-395-2806; E: [email protected]
Service Duration: Started in 2024 – Ongoing Service
Services Provided: CIP Project/Program Management, Construction Management, Inspection
CITY OF ROSEMEAD
Address: 8838 Valley Boulevard, Rosemead, CA 91770
Contact: Ben Kim, City Manager
T: 626-569-2169; E: [email protected]
Service Duration: Started in 2022 – Ongoing Service
Services Provided: Municipal Services; City Engineering Services; Traffic Engineering; Plan Check/Map Check; CIP/Construction Management; Inspection; Grant/Fed/State Funded Project Management; Engineering Design; Building & Safety Services (Building Official, Plan Check, Inspection, Permit Issuance)
CITY OF SOUTH EL MONTE
Address: 1415 Santa Anita Avenue, South El Monte, CA 91733 Contact: Rene Salas, City Manager
T: 626-579-6540; E: [email protected]
Service Duration: Started in 2018 – Ongoing Service
Services Provided: Municipal Services; City Engineering Services; Traffic Engineering; Plan Check/Map Check; CIP/Construction Management; Inspection; Grant/Fed/State Funded Project Management; Engineering Design; Building & Safety Services (Building Official, Plan Check, Inspection, Permit Issuance)
CITY OF TEMPLE CITY
Services Provided: Municipal Services; City Engineering Services; Traffic Engineering; Plan Check/Map Check; CIP/Construction Management; Inspection; Grant/Fed/State Funded Project Management; Engineering Design; Building & Safety Services (Building Official, Plan Check, Inspection, Permit Issuance)
Service Duration: Started in 2013 – Ongoing Service
Contact: Bryan Cook, City Manager
T: 626-285-2171; E: [email protected]
CITY OF MONTEBELLO
Services Provided: Municipal Services; City Engineering Services; Traffic Engineering; Plan Check/Map Check; CIP/Construction Management; Inspection; Grant/Fed/State Funded Project Management; Engineering Design; Building & Safety Services (Building Official, Plan Check, Inspection, Permit Issuance)
Service Duration: Started in 2025 – Ongoing Service
Contact: Cesar Roldan, Director of Public Works
Proposal 7
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548)
5. Project Understanding, Scope of Work, Approach
5a. PROJECT UNDERSTANDING
The City of Gardena invites proposals for Construction Management and Inspection Services (CMI) for Various Streets Rehabilitation Project, JN 526 & 548.
The project locations include:
1. Normandie Avenue - from Artesia Boulevard to 177th Street
2. Cassidy Street - from Normandie Avenue to Vermont Avenue
3. Vermont Avenue - from 177th Street (Flood Channel) to 182nd Street
4. 132nd Street - from Wilton Place to Western Avenue
5. 135th Street - from Western Avenue to Budlong Avenue
6. Marine Avenue - from Western Avenue to Vermont Avenue
7. 145th Street - from Gramercy Place to Western Avenue
8. 166th Street - from Western Avenue to Normandie Avenue (Striping Improvements only)
The project scope includes cold milling and overlay of the existing AC pavement within project limits. Work also includes driveway approaches, ADA ramps, curb, gutter, cross gutter, sidewalk reconstruction, utility valves and manholes to grade, tree removal and installation, and related improvements.
Several Streets where work is being performed are adjacent to neighboring agencies. The Contractor will be required to obtain any necessary encroachment permits from these agencies (Spec Section ,
Proposal 8
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548) Project plans and specifications were prepared by Onward Engineering. In addition, the curb ramp design at SE corner of Rosecrans and Crenshaw at Dominguez Channel was prepared by Kreuzer Consulting Group.
The construction phase is currently out to bid, with contractor bids due on April 28, 2026. The project includes 75 working days and has an engineer’s estimate of $ 2.6M. This project is 100% locally funded. The contract award is anticipated in May 2026, with construction expected to begin on July 6, 2026.
Highlights from Specifications:
Construction Bid Addendum 1:
Proposal 9
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548) 5b. SCOPE OF WORK
The City envisions the CM&I scope of work to include, but not be limited to, the following:
1. Project meetings and coordination with city staff, Design engineers and Contractors as required.
2. Monitoring contractor’s progress and schedule through the preparation of daily and weekly reports and pictures. City templates will be provided for reference; consultants may use their own formats as long as the City’s required information is included at minimum.
• All daily reports and progress pictures shall be emailed at the end of each working day to City staff. • All daily reports and progress pictures shall be included and indexed in the project close out binder that shall be submitted to the city at the end of the project.
3. Coordinate communications and inquiries amongst City staff, residents, and business owners, tenants and the likes as needed. All pertinent communications shall be included and indexed in the project close out binder that shall be submitted to the city at the end of the project.
4. Conduct inspections as required to ensure that all items are constructed per plans, special and technical provisions of the project including all pertinent code requirements. The CM shall perform the following Inspection task, but not limited to, the following:
• Checking and approving material specifications, construction methodologies, traffic control plans and the likes, submitted by the contractor.
• Conduct regular and special inspections to ensure compliance with all work and methodologies. • Coordinate scheduling and testing with the City’s on -call geotechnical consultant for material and field - testing specified in the Special and Technical Provisions. This includes California Kneading Compactor per California test 304 for this project.
• All approved materials data sheets, substitutions, traffic control plans, test and field evaluation results shall be included and indexed in the project close out binder that shall be submitted to the city at the end of the project.
• Review Request for Information (RFI) with the Design Engineer of Record and provide response.
5. Regularly check and inspect notices, traffic control and devices and all construction related measures to ensure public safety.
6. Evaluation of contractor’s progress payment. CM will be responsible for ensuring correctness of quantities and accomplishments of progress payments and make the necessary recommendations to the city. Responsible to represent the City and negotiate & validate potential contract change order(s).
7. Utility Coordination and notices. CM shall ensure smooth flow of communication amongst city staff, contractors and utility companies.
8. Maintaining contract records and changes. All changes shall be included and indexed in the project close out binder that shall be submitted to the city at the end of the project.
9. Monitoring Labor compliance practices of the contractor, including daily logs, collecting certified payrolls and conducting random interviews but not responsible for enforcement. Contractor is to adhere to DIR requirements.
10. Preparation of as-built plans after the completion of construction. The contractor shall keep a set of the project plans and red mark all changes or deviation on this set as soon as such occurs. The CM shall monitor and ensure the correctness, completeness and timeliness of the remarks. Upon completion of the project the CM shall transmit red mark plans to Design Engineer. The Design Engineer shall be responsible for the preparation of a final As-Built Drawing for the project based on the red marks made by the contractor and attested by the CM.
11. At project close out, CM shall submit a project binder (hard copy) with a digital copy (utilizing city template folder layers) with all items mentioned above, material tickets, testing results and whatever relevant documents the CM may deem relevant to establishing project history for future reference.
5c. APPROACH
STRUCTURED APPROACH:
We have a structured approach to execute projects in an efficient manner that makes Transtech capable of providing the City with an efficient and quality product. Transtech has established guidelines and policies, including written manuals on quality control, project management, and design procedures for its staff and for its contract cities. These guidelines
Proposal 10
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548) ensure a consistent approach to the execution of assignments undertaken by our organization in compliance with City’s specific procedures, standards and requirements. The following paragraphs describe our general approach to deliver projects in an efficient and cost-effective manner.
• Project Management: Our approach is to provide proactive management and attempt to identify potential issues and problems in advance and take corrective actions before they become problems. This requires extensive hands - on knowledge, experience and management skills of the people involved in managing the project. Our team members have extensive experience and proven track record in managing large and complex projects and bringing them to a completion on time and within budget.
• Approach to Cost Control and Change Orders : We evaluate project costs and develop feasible mitigation measures to minimize additional costs. We work as a team to solve problems or make modifications in the field to address unforeseen conditions or owner generated changes in a cost-effective manner. • Approach to Scheduling and Timely Completion of Project and Schedule Recovery : The baseline schedule should properly identify the project scope, critical path, project milestones, target dates, phases and sequences of work, and activity durations. When significant activities show that they are slipping from the baseline, we work with the contractor to develop recovery plans.
• Management of Documents : We use an electronic file management system. All construction forms, daily dairies, weekly statement of working days, etc. are stored in our electronic file system, and are per Caltrans documentation system. We provide these documents at the end of the project to the client in organized files as well as pdf files. • Funding Closeout : We prepare necessary closeout documentation required by the funding agencies, submit final reimbursement documentation, follow-up on the reimbursements, and final funds balance report. • Project Closeout: We recognize that closeout is an important part of the construction process. It signifies that the new facility structure is ready to use. We methodically handle all closeout tasks to ensure a smooth transition from construction to occupancy.
• Methodology for Communication to Inform City on Work Progress : Key project team members will attend periodic project progress meetings with City staff throughout the project duration. • Electronic common project information and file sharing platform: We create and provide access to project participates a common project information and file sharing platform.
APPROACH AND STRATEGY FOR MANAGING, NEGOTIATING, AND INCORPORATING CHANGES IN PROJECT SCOPE:
Our approach and strategy are structured based on minimizing cost and schedule impacts, while evaluating change orders in a timely, fair and equitable manner. A number of different factors can influence the development of Change Orders on projects, which can result from either foreseen or unforeseen conditions and may include:
• Design Modifications; Errors and Omissions; Changed Conditions; Additional/Reduced Work Scope; Owner - Directed Schedule Acceleration or Slowdown; Work Sequencing; Adjustments to Unit Pricing; Force Majeure Delays; Added Cost Incentives; Delayed, Denied, or Restricted Access to a Project Site; Inappropriate Rejection of the Contractor’s Work; Delays to Owner-Supplied Services and Materials.
Our initial evaluation of a change order request incudes various elements:
• Is it already covered in the contract? Is it necessary to complete the work? Impact on the planned work? Will it affect or change the contractor’s planned method of performing the work? Will it cause a work -character change? Impact on the contract time? Methods of payment? Are there sufficient contingency funds? If not, can additional funds be obtained soon enough to prevent delays? Impacts on any regulatory conditions, permits, utilities, etc.
Change Order Documentation:
• We prepare the change order in a clear, concise, and explicit manner. A change orders should be easily understood by third parties reviewing it what work was performed without further explanation.
Project Partnering: Based on project’s size and complexity, Project Partnering may also be considered:
• Partnering is a relationship between the owner and the contractor, formed in order to effectively complete the contract to the benefit of both parties. Through trust, cooperation and teamwork, the goal is to resolve conflicts at the lowest possible level.
PROJECT SCHEDULE:
Our approach to Scheduling and Timely Completion of Project and Schedule Recovery includes having the contractor prepare a baseline schedule, which identifies the project scope, critical path, project milestones, target dates, phases and sequences of work, and activity durations. When significant activities show that they are slipping from the baseline, we work with the contractor to develop recovery plans.
Proposal 11
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548) COORDINATION WITH CITY:
Key project team members will attend periodic project progress meetings with City staff throughout the project duration.
We will maintain and establish and maintain a close working relationship with City staff. We will manage assigned projects, carefully control costs and resources, and complete assigned work on schedule. We will provide progress reports to the City at regular intervals.
METHODS/PROCEDURES FOR DEVELOPING /PUBLISHING PROJECT STATUS REPORTS/RECORDS:
Project status reporting is another area where the solution should be tailored to the size and scope of the project being managed and the actual reporting product anticipated by the City. In addition to the size and scope of the project, the actual point i n time of the project matters. For example, project status reporting for a design building project that is currently preparing bridging documents will be significantly different from the report that would be prepared once construction has commenced.
QUALITY ASSURANCE PROGRAM:
During construction, an effective Quality Assurance Program will ensure the materials and workmanship incorporated into project conform to the requirements of the contract plans and specifications including approved changes. We believe that quality control is the setting of minimum standards and/or quality requirements for the specific project. Quality assurance is the means by which the quality control measures will be monitored and/or enforced. We also believe that quality control and quality assurance me asures need to be developed jointly with the client. To effectively establish quality control measures, we must understand the Agency’s specific expectations and/or level of desired quality for the specific project. Once the expectations have been defined, and the quality control measures established, the quality assurance measures can be established.
PUBLIC OUTREACH:
Effective community outreach serves as tool for successful implementation of projects. Transtech provides an effective and pro-active community outreach approach and informs the community of work activities and impacts in advance.
On projects that are more impactive to community, we have implemented additional public outreach tools, such as:
Setting up a construction information website, twitter account; Designated toll -free project call number; If requested, Transtech can implement these additional outreach tools.
PROJECT CONTROL SYSTEM/CONTRACT ADMIN:
For construction contract administration, we follow guidelines similar to described in Caltrans Local Assistance Procedures Manual (LAPM).
Transtech has developed its in -house cloud -based Project Control Procedures and System, f ollow guidelines similar to described in Caltrans Local Assistance Procedures Manual (LAPM). The City will have access to view the project control files. Following is the link to Transtech’s Project Control Procedures and System: Transtech Project Control System
Proposal 12
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548)
6. Fee
Classification 1 Classification 2 Classification 3
Principal, Sr. Eng,, Sr.
PM CM Staff
Field CM/Inspection
Staff
PMt, Project Controls,
Contract Admin, Office
Engt Supprt Staff
$174 $165 $134
75 Time % Alloc. Time % Alloc. Time % Alloc.
10% 100% 50%
Time Hrs Alloc. Time Hrs Alloc. Time Hrs Alloc.
60 600 300
600 Budget Alloc. Budget Alloc. Budget Alloc.
work hrs (8 hr day) $10,440 $99,000 $40,200
$149,640 TOTAL
The Time/Hrs and Budget Allocation presented above are our assumptions. If the City desires a different staffing level and effort, we would be happy to discuss City's expectations and make adjustments to our assumptions accordingly. Actual hours and dollar amounts may flex and re-allocated within various tasks as needed.
Staff Classifications, Hourly Rates and Hours are average and may vary within the established total budget. Billing is based on actual hours spent.
STAFF TIME ALLOCATION AND FEE ESTIMATE
$149,640
960work days
Tasks
City specfied
Construction
Duration
Time/Hrs
Allocation
Budget
Allocation
Construction Management and
Inspection
Proposal 13
Construction Management and Inspection Services - Various Street Rehabilitation Projects, (JN 526 & JN 548)
7. Insurance
Following is our current Insurance Certificate. If selected by the City for this project, we will appreciate the opportunity of having our Attorney discuss the final contract language to ensure our insurance is in compliance with current laws and regulations and meets the City’s requirements with the City’s Attorney.
Reference Number: PLA261073
MASTER SERVICES AGREEMENT
TASK ORDER
This TASK ORDER is issued under the MASTER SERVICES AGREEMENT dated 09/10/2024 between City of Gardena CA (“Client”) and Terracon Consultants, Inc. (“Consultant”) for Services to be provided by Consultant for Client on the Streets Rehabilitation Gardena JN 526 & JN 548 project (“Project”), as described in the Project Information section of the Consultant’s Task Order Proposal dated 04/30/2026 (“Task Order Proposal”) unless the Project is otherwise described below or in Exhibit A to this Task Order (which section or Exhibit are incorporated into this Task Order). This Task Order is incorporated into and part of the Master Services Agreement.
1. Project Information
The project includes street rehibilitation at various locations within the city of Gradena.
The work will include mill and replacement of 2.5 inches of the asphalt pavement section, as well as replacement of curbs, gutters, sidewalks, and driveway approaches .
It Is our understanding that Terracon’s scope of services will only include mill and overlay observation and testing and, compaction testing of pavement subgrade in limited areas on W 135th street.
2. Scope of Services The scope of Services to be provided under this Task Order are described in the Scope of Services section of the Consultant’s Task Order Proposal, unless Services are otherwise described below or in Exhibit B to this Task Order.
◼ Asphalt batch plant inspection
• Verification of certs, job mix formula, mix temps
• Witness plant staff QC testing of bulk asphalt material • Sampling of aggregate for gradation analysis
◼ Asphalt pavement observation and compaction testing
• Pavement subgrade preparation and compaction tetsing • Monitoring of delivery, laydown, and compa ction temperatures • In-place density testing by thin -lift nuclear gauge
◼ Laboratory testing
• Theoretical Maximum Density – one sample per day
• Gradation - asphalt mix
◼ Project Management
• Attendance at pre -construction meeting at the Client’s request • Supervision of laboratory and field services
• Preparation and review of project reports and monthly invoices
Our understanding of the project and the required construction material testing and inspection services is based on our communication with the client and our review of the following documents:
◼ Submitted Plans approved on 4/1/2026
3. Compensation Client shall pay compensation for the Services performed at the fees stated in the Task Order Proposal unless fees are otherwise stated below or in Exhibit C to this Task Order.
Our estimated fee is $10,295 which includes 5 days of onsite observation and at the batch plant . Please note that a construction schedule was not shared with Terracon at the time of the preparation of this estimate. The Client would be billed only for the amount of service provided, i.e. Terracon will not bill for the total budget if the total booked is less than the budget.
Please find our hourly rates in the table below:
Fee Estimate
Materials Services
Streets Rehabilitation Gardena JN 526 & JN 548
Terracon Proposal No. PLA261073
DESCRIPTION RATE UNITS TRIPS TOTAL QUANTITY TOTAL
Pavement Subgrade Testing and Observation $7,560.00
Soil/Asphalt Inspector $189.00 hours 4 32 $6,048.00
Batch Plant Inspector $189.00 hours 1 8 $1,512.00
Laboratory Services $1,280.00
Theoretical Maximum Specific Gravity (ASTM D2041) $210.00 tests 2 $420.00 Modified Proctor (ASTM D1557) $300.00 tests 1 $300.00 Expansion Index (ASTM D4829) $215.00 tests 1 $215.00
Gradation/Sieve Analysis $345.00 tests 1 $345.00
Project Management, Coordination and Engineering Review $1,355.00 Project Manager $145.00 hours 5 $725.00
Dispatcher $100.00 hours 2 $200.00
Senior Engineer $250.00 hours 1 $250.00
Billing Coordinator $90.00 hours 1 $90.00
Government Compliance Coordinator $90.00 hours 1 $90.00 Other Cost $100.00
Nuclear Gauge (Equipment) $20.00 days 5 $100.00
Total $10,295.00
Please note this is only a budget estimate and not a not-to-exceed price. Many factors, including those out of our control, such as weather and the contractor’s schedule, implementation of RFI’s and/or ASI’s, and how often we are called to the site, will dictate the final fee for our services.
Furthermore, all costs associated with deviations, re-testing and re -inspections of failing items, on -site standby time, overtime, and short notice premiums are not included in our estimated cost.
Basis Of Charges
1. This rate sheet is contingent upon the client's representation that the project IS NOT a public works project
2. Normal working hours are defined as 6:00 AM to 5:00 PM Monday through Friday.
3. Terracon requires notification at least 24 hours in advance (business time) of the schedule job starting time. Forty-eight (48) hours (business time) is requested for night, weekend or out of town work. Inspections scheduled after close of business on the day prior to the inspection or day-of calls will be charged at a shift premium of 1.5 times the regular rate.
4. Personnel rates and trip charges quoted above are portal to portal from our Colton, California office.
5. All rates are based upon a 4-hour minimum charge for assignments of up to 4 hours. A minimum charge of 8 hours will apply for all assignments in excess of 4 hours up to 8 hours.
6. An overtime rate of 1.5 times the regular rate will apply for all work over 8 hours, up to 12 hours, on weekdays and the first 8 hours on Saturday.
Double time will be charged for weekday work in excess of 12 hours, Saturday work in excess of 8 hours, work on Sunday, and work on holidays.
7. Weekday work performed during other than "normal working hours" will be charged a shift premium of 1.5 times the normal hourly rate for the first 8 hours.
8. Inspections cancelled after 3:00 pm the day prior to the inspection will be charged 4 hours for late cancellation.
9. Re-testing and re-inspection will be performed at the unit rates indicated and will be in addition to the estimated costs.
All terms and conditions of the Master Services Agreement shall continue in full force and effect. This Task Order is accepted and Consultant is authorized to proceed.
Consultant: Terracon Consultants, Inc. Client: City of Gardena CA By:
Date: 5/1/2026 By: Date:
Name/Title: Timothy J Slegers / Manager of Regional
Services/Principal Name/Title: Amir Modarressi /
Address: 145 W Walnut St Address: 1717 W 162nd St
Carson, CA 90248-3103 Gardena, CA 90247
Phone: (310) 627-3430 Fax: Phone: Fax:
Email: [email protected] Email:
GENERAL NOTES
SHEET INDEX
UTILITY COMPANY CONTACTS
TITLE SHEET
TYPICAL SECTIONS
LOCATION #1 STREET PLAN - NORMANDIE AVE (FROM W 177TH ST TO ARTESIA BLVD) LOCATION #2 STREET PLAN - CASSIDY ST (FROM NORMANDIE AVE TO VERMONT AVE) LOCATION #3 STREET PLAN - VERMONT AVE (FROM W 182ND ST TO BRIDGE ±150' S/O CASSIDY ST) LOCATION #4 STREET PLAN - 132ND ST (FROM WILTON PL TO S WESTERN AVE) LOCATION #5 STREET PLAN - W 135TH ST (FROM S WESTERN AVE TO BUDLONG AVE) LOCATION #6 STREET PLAN - MARINE AVE (FROM S WESTERN AVE TO VERMONT AVE) LOCATION #7 STREET PLAN - 145TH ST (FROM GRAMERCY PL TO S WESTERN AVE) LOCATION #1 STRIPING PLAN - NORMANDIE AVE (FROM W 177TH ST TO ARTESIA BLVD) LOCATION #2 STRIPING PLAN - CASSIDY ST (FROM NORMANDIE AVE TO VERMONT AVE) LOCATION #3 STRIPING PLAN - VERMONT AVE (FROM W 182ND ST TO BRIDGE ±150' S/O CASSIDY ST) LOCATION #4 STRIPING PLAN - 132ND ST (FROM WILTON PL TO S WESTERN AVE) LOCATION #5 STRIPING PLAN - W 135TH ST (FROM S WESTERN AVE TO BUDLONG AVE) LOCATION #6 STRIPING PLAN - MARINE AVE (FROM S WESTERN AVE TO VERMONT AVE) LOCATION #7 STRIPING PLAN - 145TH ST (FROM GRAMERCY PL TO S WESTERN AVE) LOCATION #8 STRIPING PLAN - 166TH ST (FROM WESTERN AVE TO NORMANDIE AVE) 1 2-4
5 6-7
8 9
10-11
12-14
15 16
17-18
19 20
21-22
23-25
26 27-28
DESCRIPTION SHEET #
CITY OF GARDENA
VARIOUS STREETS REHABILITATION PROJECT
CONTRACT PERSON COMPANYTELEPHONE NO.
AT&T - DISTRBUTION RAYMOND DOVE310-515-4257
100 W. ALONDRA BLVD, BLDG A, RM 202
GARDENA, CA 90248
AT&T - LONG DISTANCEJOSEPH FORKERT714-963-7964
22311 BROOKHURST ST #203
HUNTINGTON BEACH, CA 92646
AT&T - TCAMARIA GUZMAN213-787-9996
420 S GRAND AVE, RM 707
LOS ANGELES, CA 90054
CHEVRON PIPELINE COMPANYDAVE ZERLER310-669-4014
2600 HOMESTEAD PL
RANCHO DOMINGUEZ, CA 90220
CROWN CASTLEFIBER DIG888-632-0931
GOLDEN STATE WATER COMPANYJOSEPH ZHAO310-767-8200
14835 S. SPRING ST
GARDENA, CA 90248
LEVEL 3 COMMUNICATIONSCALEB KING918-547-0007
LOS ANGELES COUNTY FLOOD DARYLL CHENOWETH626-458-3709
CONTROL DISTRICT900 S. FREMONT AVE,8TH FLOOR
ALHAMBRA, CA 91803
LOS ANGELES COUNTY SANITATION JON GNAZ562-908-4288
DISTRICTP.O. BOX 4998
WHITTIER, CA 90607
LOS ANGELES DEPARTMENT OF JOSE PORRAS213-367-1049
WATER AND POWERP.O. BOX 51111, RM 1425
LOS ANGELES, CA 90051
M POWER COMMUNICATIONSMARK DENNING949-864-0296
METROPOLITAN WATER DISTRICTCIVIL ENGINEER SUBSTRUCTURES SECTION 213-217-7663 P.O.BOX 54153
LOS ANGELES, CA 90054
SOUTHERN CALIFORNIA EDISON -JOHN LE714-514-5654
DISTRIBUTION505 MAPLE AVE
TORRANCE, CA 90503
SOUTHERN CALIFORNIA GASJOEL CANIZALEZ818-701-3448
701 N. BULLIS RD
COMPTON, CA 90221
VCI CONSTRUCTIONMELISSA CULMER909-276-1279
WEST BASIN MUNICIPAL WATER DISTRICT FRANK FUCHS310-660-6255 17140 S AVALON BLVD #210
CARSON, CA 90746
ZAYOGEORGE HUSS443-403-2023
1. ADJUST UTILITY VALVE COVERS, UTILITY BOXES, TRAFFIC SIGNAL BOXES, ETC. TO FINISH GRADE. PAVEMENT SHALL BE INCLUDED IN ADJACENT CONSTRUCTION.
2. ALL SURVEY CENTERLINE TIES AND MONUMENTS THAT ARE DAMAGED OR REMOVED SHALL BE RE-ESTABLISHED.
THE SURVEYOR SHALL ALSO ESTABLISH CENTER LINE MONUMENTS AND TIES AT ALL STREET INTERSECTIONS WITHIN THE PROJECT LIMITS WHERE NONE EXISTED PRIOR TO CONSTRUCTION. SEE TECHNICAL PROVISIONS.
3. PROVIDE TRAFFIC CONTROL PER TECHNICAL PROVISIONS.
4. ALL STREETS ARE DRAWN WITH BREAK LINES FOR DRAWING PURPOSES. BIDS SHALL BE BASED ON STATIONING AND FIELD VERIFICATION.
5. 24 HOUR NOTICE FOR ALL INSPECTIONS REQUIRED.
6. CATCH BASINS ARE DRAWN FOR CLARITY.
7. CONTRACTORS SHALL REMOVE AND DISPOSE OF ALL TRASH AND BROKEN BRANCHES BEFORE AND AFTER PAVING.
8. PRIOR TO CUTTING OF ANY ROOTS, CALL PARKS DIVISION AT (310) 217-9564 FOR APPROVAL.
PROJECT LOCATION MAP
1 TITLE SHEET
DIAL BEFORE
YOU DIG
TOLL FREE
TWO WORKING
DAYS BEFORE
YOU DIG
811 OR
1-800-422-4133
NORMANDIE AVE, CASSIDY ST, VERMONT AVE, 132ND ST,
W 135TH ST, MARINE AVE, 145TH ST & 166TH ST
PROJECT NO. JN 526 & JN 548
NOT USED
NOT USED
25 26
CONSTRUCT VARIABLE DEPTH MILL TRANSITION. REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA STD. DWG. ST-14. RAMP TYPE PER CALTRANS STD.
PLAN A88A/B AS NOTED ON PLAN. RECONSTRUCT ADJOINING CONCRETE CURB, GUTTER AND SIDEWALK AS REQUIRED.
MILL EXISTING RAMP, AS REQUIRED, AND RETROFIT EXISTING RAMP WITH CAST IN PLACE TRUNCATED DOME.
FURNISH AND PLACE 2” AC BASE COURSE (C2-PG64-10).
FURNISH AND PLACE 2” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD. DWG. ST-16.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-10.
ADJUST WATER VALVE TO GRADE.
FURNISH AND INSTALL CLARY UPS MODEL SP1250LX-R BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER THE PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. BBS SHALL BE STANDALONE AND PEDESTAL/FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET. 9 11
12 13
15 16
17 18
24 CONSTRUCTION NOTES
1 NOT USED
PROTECT IN PLACE.
2 MILL EXISTING AC PAVEMENT (2” DEPTH). RECOMPACT ALL EXPOSED SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL SPECIFICATIONS.
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH) FROM 2” TO 4” DEPTH AT GUTTER LIP. REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS. 3 4
REMOVE/MILL EXISTING ROADWAY SECTION FROM 1.5” DEPTH AT STREET CENTERLINE TO 3.5” DEPTH AT EXISTING GUTTER LIP. RECOMPACT ALL EXPOSED SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL SPECIFICATIONS. 5 FURNISH AND PLACE 1.5” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).14
NOT USED
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10).
19 20
REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG ST-4.
REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-6. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
22 23
NOT USED6
NOT USED8
REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY TYPE A PER CITY OF GARDENA STD. DWG. ST-2.21
NOT USED
REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-7. CONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
27 28
NOT USED7
NOT USED.10
VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
29 UPGRADE EXISTING PEDESTRIAN PUSH BUTTON TO POLARA APS PPB PER PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS.
30 SIGNING & STRIPING GENERAL NOTES
TRAFFIC STRIPING, PAVEMENT MARKINGS, RAISED PAVEMENT
MARKERS, REFLECTIVE MATERIALS, THE APPLICATION OF
ALKYD-BASED THERMOPLASTIC STRIPING AND PAVEMENT
MARKINGS, AND THE INSTALLATION OF RAISED PAVEMENT MARKERS
SHALL CONFORM TO THE PROVISIONS IN THE CALTRANS STANDARD SPECIFICATIONS (2023 EDITION), SECTION 84, "MARKINGS" AND SECTION 81-3, "PAVEMENT MARKERS" CALTRANS STANDARD PLANS (2023 EDITION) AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD 2014 REV. 8).
INSTALL DOUBLED SIDED BLUE RAISED PAVEMENT MARKERS FOR
ALL FIRE HYDRANTS.
ALL STRIPING AND MARKINGS SHALL BE MEASURED BETWEEN THE
CENTERLINES OF EACH ADJACENT, SINGLE OR DOUBLE STRIPE OR TOP OF CURB OR EDGE OF PAVEMENT AS APPROPRIATE.
ALL SIGNING SHOWN HEREON SHALL BE INSTALLED, RELOCATED OR REMOVED BY THE CONTRACTOR.
ALL STRIPING AND PAVEMENT LEGENDS SHALL BE ALKYD-BASED
THERMOPLASTIC WITH RAISED PAVEMENT MARKERS UNLESS
OTHERWISE NOTED.
RAISED PAVEMENT MARKERS SHALL BE CEMENTED TO THE
PAVEMENT WITH HOT MELT BITUMINOUS ADHESIVE.
ALL CONFLICTING NON-THERMOPLASTIC STRIPING OR PAVEMENT
MARKINGS TO BE REMOVED SHALL BE DONE BY WET SANDBLASTING AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. ALL
CONFLICTING THERMOPLASTIC MARKINGS TO BE REMOVED SHALL
BE DONE BY FULL GRINDING.
ALL LANE STRIPING AT INTERSECTION APPROACHES WITHOUT
CROSSWALK OR LIMIT LINES SHALL EXTEND 10' FROM THE
EXTENSION OF THE INTERSECTING CURB LINE UNLESS OTHERWISE NOTED.
ALL PROPOSED LIMIT LINE STRIPING SHALL BE 8' FROM
PROLONGATION OF CURB LINE.
ALL OPEN TRANSITIONS TO LEFT-TURN POCKETS SHALL BE 60'
UNLESS OTHERWISE NOTED.
ALL LANE LINES AT INTERSECTION APPROACHES SHALL BEGIN AND END WITH 50 FEET OF A SOLID WHITE LANE LINE UNLESS
OTHERWISE NOTED.
DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS, INSTALLATION
AND/OR REMOVAL SHALL CONFORM TO CALTRANS STANDARD
SPECIFICATIONS SECTION 82, AND STANDARD PLANS. TRAFFIC
WARNING AND REGULATORY SIGNS SHALL HAVE REFLECTORIZED
HIGH INTENSITY DIAMOND GRADE (DG) SHEETING ON 0.080-INCH THICK 5062H38 ALUMINUM. MATERIAL SHALL BE CERTIFIED BY THE MANUFACTURER AS MEETING ALL APPLICABLE SPECIFICATIONS.
SIGN SHEETING MATERIAL SHALL BE 3M DIAMOND GRADE
RETROREFLECTIVE SHEETING.
TRAFFIC SIGN POSTS SHALL NOT BE INSTALLED UNTIL LOCATIONS
ARE SPOTTED BY THE CONTRACTOR AND APPROVED BY THE CITY
INSPECTOR.
SIDEWALKS/SLABS DAMAGED DUE TO REMOVING SIGN POST SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY INSPECTOR.
INSTALL TEMPORARY LIMIT LINE MARKERS IMMEDIATELY AFTER
PAVING.
INSTALL TEMPORARY STRIPING MARKERS IMMEDIATELY AFTER
PAVING, SPACED AT 25-FOOT MAXIMUM.
9)
10)
11)
12)
13)
14)
15)
16)
17)
SIGNING & STRIPING CONSTRUCTION NOTES
INSTALL THERMOPLASTIC WHITE LANELINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD.PLAN A20A, DETAIL 9.
INSTALL THERMOPLASTIC TWO-WAY LEFT TURN LANES STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20B,
DETAIL 32.
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
58 INSTALL THERMOPLASTIC 12” WHITE CHEVRON AT 25-FEET
O.C.
59 INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC DOUBLE YELLOW NO PASSING STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD.PLAN A20A, DETAIL 22.
INSTALL THERMOPLASTIC RIGHT EDGE LINE STRIPE PER CALTRANS STD.PLAN A20B, DETAIL 27B.
INSTALL THERMOPLASTIC DOUBLE YELLOW MEDIAN ISLAND STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD.PLAN A20B, DETAIL 29.
INSTALL THERMOPLASTIC CHANNELIZING LINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D, DETAIL 38.
INSTALL THERMOPLASTIC BIKE LANE LINE STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 39.
INSTALL THERMOPLASTIC WHITE LANE LINE EXTENSIONS STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 40.
INSTALL THERMOPLASTIC YELLOW LANE LINE EXTENSIONS STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 41.
INSTALL THERMOPLASTIC TYPE IV ARROW (L OR R PER PLAN)
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
INSTALL THERMOPLASTIC TYPE VI ARROW (L OR R PER PLAN)
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
INSTALL THERMOPLASTIC BIKE LANE ARROW PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
INSTALL THERMOPLASTIC BIKE LANE SYMBOL WITH PERSON
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24C.
INSTALL THERMOPLASTIC PAVEMENT MARKINGS NUMERALS PER
CALTRANS STD. PLAN A24C.
INSTALL THERMOPLASTIC PAVEMENT MARKINGS WORDS PER
CALTRANS STD. PLAN A24D AND A24E.
INSTALL 10' WIDE THERMOPLASTIC WHITE BASIC CROSSWALK PER CALTRANS STD. PLAN A24F.
INSTALL THERMOPLASTIC 12” WHITE LIMIT LINE PER CALTRANS STD.
PLAN A24G.
REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).61
REMOVE EXISTING PAINT/THERMOPLASTIC STRIPING AND
RAISED PAVEMENT MARKERS AND INSTALL PAINTED
(2-COATS) DOUBLE YELLOW NO PASSING STRIPE WITH RAISED
PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL
22. 62
REMOVE EXISTING PAINT/THERMOPLASTIC STRIPING AND
RAISED PAVEMENT MARKERS AND INSTALL PAINTED
(2-COATS) TWO-WAY LEFT TURN LANES STRIPE WITH RAISED
PAVEMENT MARKERS PER CALTRANS STD. PLAN A20B, DETAIL
32. 63
REMOVE EXISTING PAINT/THERMOPLASTIC STRIPING AND
RAISED PAVEMENT MARKERS AND INSTALL PAINTED
(2-COATS) CHANNELIZING LINE STRIPE WITH RAISED
PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D, DETAIL
38. 64
REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS AND INSTALL PAINTED (2-COATS) TYPE IV ARROW
(L OR R PER PLAN) PAVEMENT MARKINGS PER CALTRANS STD.
PLAN A24A.
65 REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS AND INSTALL PAINTED (2-COATS) PAVEMENT
MARKINGS WORDS PER CALTRANS STD. PLAN A24D AND A24E.
66 REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS AND INSTALL PAINTED (2-COATS) WHITE BASIC
CROSSWALK PER CALTRANS STD. PLAN A24F.
67 REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS AND INSTALL PAINTED (2-COATS) YELLOW
CONTINENTAL CROSSWALK PER CALTRANS STD. PLAN A24F.
68 REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS AND INSTALL PAINTED (2-COATS) 12” WHITE LIMIT
LINE PER CALTRANS STD. PLAN A24G.
69 56INSTALL 10' WIDE THERMOPLASTIC YELLOW CONTINENTAL
CROSSWALK PER CALTRANS STD. PLAN A24F.
1)
2)
3)
4)
5)
6)
7)
8)
FURNISH AND PLACE TYPE 2 REAS SLURRY SEAL31
MILL EXISTING AC PAVEMENT (3'' DEPTH). RECOMPACT ALL EXPOSED SUBGRADE AND REPAIR ALL HOLES SPALLS AND
JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHINICAL SPECIFICATIONS 32 FURNISH AND PLACE 1.5'' AC BASE COURSE (C2-PG64-10).33 = LOCATION NO.#
1 3
8 6
7 5
4 2
NOT USED
NOTE: SIGNATURE OF THE
PUBLIC WORKS DIRECTOR/CITY
ENGINEER ON THE TITLE SHEET
CONSTITUTES APPROVAL OF ALL
28 SHEETS.
57INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE 5' BACK FROM CROSSWALK.
INSTALL THERMOPLASTIC YELLOW CROSSWALK PER
CALTRANS STD. PLAN A24F.
70 EL SEGUNDO
135TH ST
ROSECRANS
MARINEREDONDO
166TH ST
91 ARTESIA
182ND ST
ALONDRAGARDENA
AVE
WESTERN
NORMANDIE
AVE
110
132ND ST
WILTON PL
BUDLONG AVE
145TH
DENKER AVE
CASSIDY ST
139TH ST
147TH ST
154TH ST
158TH ST
162ND ST
157TH ST170TH ST
DENKER AVE
178TH ST
170TH ST ARDATH AVE
FIGUEROA ST
BLVD
AVE
AVE
ST
AVE
AVE
GRAMERCY PL
BEACH
BLVD
BLVDBLVD
VERMONT
BLVD
MANHATTAN
BEACH BLVD
168TH ST
DOMINGUEZ CHANNEL
GRAMERCY PL
VAN NESS
ANGELESCITY OF LOS
TORRANCEANGELES
CITY OF LOS
TORRANCE
LOS ANGELES COUNTYHAWTHORNE
CL
EX
RW (50.00')
EX
RW(VAR)
(40.00')(40.00')
32 1
5.00'
VERMONT AVE
(6" AC)(14" AB)
STA 11+10 TO STA 23+33
(18.00')(18.00')
CL
(18.00')(18.00')
(30.00')
EX
RW
EX
RW (28.00')
(28.00')
EX
RW
EX
RW (28.00')
CL
STA 10+80 TO STA 23+50
5 STA 23+92 TO STA 34+70
31 13
14 3.5"
(9" AB) (9" AB)(3" AC)
CASSIDY ST
CASSIDY ST
CL
EX
RW (VAR)
EX
RW(30')
(28')(VAR)
TYPICAL SECTION - LOCATION 1
NORMANDIE AVE
14.00' 14.00'
4 3
4 13 15
4"
(6" AC)(16" AB)
STA 22+70 TO STA 29+10
VAR
2.9%-5.3%
VAR
1.0%-2.9%
VAR1.0%-3.0%
VAR
2.8%-5.3%
E1
E1
VAR
3.4%-4.8%
VAR3.3%-4.6%
E1E1
E1E1
(3" AC)
VAR
2.5%-3.7%
VAR2.5%-3.9%
TYPICAL SECTION - LOCATION 2TYPICAL SECTION - LOCATION 2 TYPICAL SECTION - LOCATION 3
E1E1
14 33
(VAR)
CITY OF LA
CITY OF GARDENA
VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
2 TYPICAL SECTIONS
FURNISH AND PLACE 2” AC BASE COURSE (C2-PG64-10).
FURNISH AND PLACE 2” ARHM OVERLAY ARHM-GG-C (C2-PG64-16). 13 15
CONSTRUCTION NOTES
MILL EXISTING AC PAVEMENT (1.5” DEPTH). RECOMPACT ALL EXPOSED SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL SPECIFICATIONS. 2 MILL EXISTING AC PAVEMENT (2” DEPTH). RECOMPACT ALL EXPOSED SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL SPECIFICATIONS.
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH) FROM 2” TO 4” DEPTH AT GUTTER LIP. REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS. 3 4
REMOVE/MILL EXISTING ROADWAY SECTION FROM 1.5” DEPTH AT STREET CENTERLINE TO 3.5” DEPTH AT EXISTING GUTTER LIP. RECOMPACT ALL EXPOSED SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL SPECIFICATIONS. 5 FURNISH AND PLACE 1.5” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).14 E1 EXISTING C/G LEGEND
EX TYPE A2-8 C/G
E2EX TYPE A2-6 C/G
E3EX TYPE A2-6 C/G (MOD)
E4EX VAR HT C/G
LEGEND
2" MILL
VARIABLE MILL (2"-4")
MILL EXISTING AC PAVEMENT (3'' DEPTH). RECOMPACT ALL EXPOSED SUBGRADE AND REPAIR ALL HOLES SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHINICAL SPECIFICATIONS. 32 FURNISH AND PLACE 1.5'' AC BASE COURSE (C2-PG64-10).33 3'' MILL
PROTECT IN PLACE.1
FURNISH AND PLACE TYPE 2 REAS SLURRY SEAL.31
CL
(30.00')(30.00')
EX
RW (40.00')
EX
RW(40.00')
31 STA 11+00 TO STA 11+50
STA 13+50 TO STA 38+00 (0.40' AC)(0.50' AB)
EX FABRIC
CL
(32.00')(32.00')
CL
(32.00')(32.00')
EX
RW (40.00')
EX
RW(40.00')
EX
RW (40.00')
EX
RW(40.00')
STA 38+50 TO STA 40+00
8.00'
STA 40+50 TO STA 45+00
(6" AC)(6" AB)
(6" AC)(6" AB)
CROWN LINE
135TH ST
135TH ST
135TH ST
CL
EX
RW (30.00')
EX
RW(30.00')
(18.00')(18.00')
CL
EX
RW (30.00')
EX
RW(30.00')
(18.00')(18.00')
STA 10+50 TO STA 12+05STA 12+95 TO STA 13+50
STA 16+00 TO STA 17+00STA 18+00 TO STA 22+95
(4" AB)
(4" AB)
132ND ST132ND ST
(4" AC)
(4" AC)
TYPICAL SECTION - LOCATION 4
TYPICAL SECTION - LOCATION 4
E2E2E2E2
VAR
0.5%-3.1%
VAR0.5%-3.3%
TYPICAL SECTION - LOCATION 5
TYPICAL SECTION - LOCATION 5
TYPICAL SECTION - LOCATION 5
E1
E1
E2
E1
E1
E2
VAR
1.8%-6.3%
VAR
0.5%-3.6%
VAR0.5%-4.4%
VAR2.6%-6.3%
VAR
0.5%-0.9%
VAR
0.5%-3.3%
VAR2.9%-3.5%
VAR2.4%-4.5%
31 31
LOCATION PER PLAN*
LOCATION PER PLAN*
31 31
(14.00')
20*
20*
VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
3 TYPICAL SECTIONS
CONSTRUCTION NOTES
FURNISH AND PLACE TYPE 2 REAS SLURRY SEAL.31
E1 EXISTING C/G LEGEND
EX TYPE A2-8 C/G
E2EX TYPE A2-6 C/G
E3EX TYPE A2-6 C/G (MOD)
E4EX VAR HT C/GLEGEND
2" MILL
VARIABLE MILL (2"-4")
SLURRY SEAL
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10).
20 CL
(20.00')(32.00')
EX
RW (40.00')
EX
RW(30.00')
2"
315
MARINE AVE
(15.00')(15.00')
(3.5" AC)
(0.75" AC)
EX FABRIC
(4" AC)
(4" AC)
(6" PCC)
STA 10+36 TO STA 11+03
CL
(VAR 15'-18')(18.00')
EX
RW (25.00')
EX
RW(20.00')
2"
315
STA 11+03 TO STA 51+18
(6" AB)(5" AC)
(5" AC)(6" AB)
(6" PCC)
(2.5" AC)
(10.00')(10.00')
MARINE AVE
CL
(15.00')(15.00')
EX
RW (25.00')
EX
RW(25.00')
145TH ST
(4" AB)(2" AC)
STA 10+17 TO STA 22+78
TYPICAL SECTION - LOCATION 7
TYPICAL SECTION - LOCATION 6
TYPICAL SECTION - LOCATION 6
E2
E4 E3
E2
E2
VAR
1.3%-2.9%
VAR
0.9%-6.6%
VAR
0.6%-6.4%
VAR1.3%-5.7%
VAR1.5%-5.4%
VAR0.5%-6.0%
E1&E1E4&
31 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
FURNISH AND PLACE 2” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).15
CONSTRUCTION NOTES
MILL EXISTING AC PAVEMENT (2” DEPTH). RECOMPACT ALL EXPOSED SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL SPECIFICATIONS. 3 E1 EXISTING C/G LEGEND
EX TYPE A2-8 C/G
E2EX TYPE A2-6 C/G
E3EX TYPE A2-6 C/G (MOD)
E4EX VAR HT C/G
4 TYPICAL SECTIONS
FURNISH AND PLACE TYPE 2 REAS SLURRY SEAL.31
LEGEND
2" MILL
VARIABLE MILL (2"-4")
SLURRY SEAL
TS
WM
TS
TS
WM
TEL
WM
WM
TS
TS
TS
TS
TS
TS
TS
TS
TS
+10 00+11 00
+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600+ 2700+ 2800+ 2900+ 3000+ 3100+ 3200+ 33 + 1000+ 1100
+900+ 1000
+11 00
C INTERSECTION
10+00.00
22+00.00C NORMANDIE AVE=
C W 177TH ST
L
L
L
C INTERSECTION
10+00.00
26+24.96C NORMANDIE AVE=
C W CASSIDY ST
L
L
L
C INTERSECTION
10+00.00
30+65.06C NORMANDIE AVE=
C ARTESIA BLVD
L
L
L
AP# 6111-025-907
AP# 6111-023-800AP# 6111-023-900
AP# 6106-036-803
AP# 6111-037-0011356 W CASSIDY ST
AP# 6111-040-021
1340 W ARTESIA BLVD
AP# 6111-037-0021350 W CASSIDY ST
AP# 6106-036-802
(30')
(30')
(40')
(28')(32')
(62')
(53') (27')
(42')
14'
14'
14'
14'
22+20
JOIN EX
1218
3 EA
18 1717
424
16 2 EA
17 18
2 EA
18171891315 EX R/W
EX R/W
EX RR R/W4
31315
16 3 EA
17 JOIN EX
30+18 JOIN EX
29+60
30 2 EA
30 2 EA
30 30
GB
GB
GB
22+70
159 13
GB
S
S&T
S
S&T
30 2 EA
29+60
JOIN EX
29+10
NORMANDIE AVE - W 177th ST TO ARTESIA BLVD
5 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
NORMANDIE AVE
LOCATION 1
W CASSIDY ST W 177TH ST
ARTESIA BLVD
SEE SHT 6
LEGEND
2" MILL
VARIABLE MILL (2"-4")
VARIABLE MILL - TRANSITION AREA
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
CONSTRUCT VARIABLE DEPTH MILL TRANSITION. REPAIR ALL HOLES,
SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL
SPECIFICATIONS.
MILL EXISTING RAMP, AS REQUIRED, AND RETROFIT EXISTING RAMP WITH CAST IN PLACE TRUNCATED DOME.
FURNISH AND PLACE 2” AC BASE COURSE (C2-PG64-10).
FURNISH AND PLACE 2” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-16.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-10.
ADJUST WATER VALVE TO GRADE.
9 12
13 15
16 17
18 24
CONSTRUCTION NOTES
MILL EXISTING AC PAVEMENT (2” DEPTH). RECOMPACT ALL EXPOSED
SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL SPECIFICATIONS.
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH) FROM 2” TO 4” DEPTH AT GUTTER LIP. REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
3 4
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10).
20 30
SLURRY SEAL
3" MILL
CITY OF LOS ANGELES
CITY OF GARDENA
UPGRADE EXISTING PEDESTRIAN PUSH BUTTON TO POLARA APS PPB PER PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS.
FURNISH AND INSTALL CLARY UPS MODEL SP1250LX-R BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER THE PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS. BBS SHALL BE STANDALONE AND
PEDESTAL/FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
WM
WM
WM
WM
TEL
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
+ 1900+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600+ 2700+ 28 +0 00 +1 00
+0 00 +1 00
+0 00 +1 00
+0 00 +1 00
C INTERSECTION
0+00.00
21+91.76C W CASSIDY ST=L
C BUDLONG AVEL
LC INTERSECTION
0+00.00
24+31.76C W CASSIDY ST=L
C S CATALINA AVEL
LC INTERSECTION
0+00.00
26+76.76C W CASSIDY ST=L
C BORENDO AVEL
L
C INTERSECTION
0+00.00
19+46.76C W CASSIDY ST=L
C VALMEYER AVEL
L
AP# 6111-037-015
1226 W CASSIDY ST
AP# 6111-037-016
1222 W CASSIDY ST
AP# 6111-037-017
1218 W CASSIDY ST
AP# 6111-037-018
1212 W CASSIDY ST
AP# 6111-037-019
1208 W CASSIDY ST
AP# 6111-037-020
1202 W CASSIDY ST
AP# 6111-037-021
1170 W CASSIDY ST
AP# 6111-037-022
1164 W CASSIDY ST
AP# 6111-037-023
1160 W CASSIDY ST
AP# 6111-037-024
1154 W CASSIDY ST
AP# 6111-037-025
1150 W CASSIDY ST
AP# 6111-037-026
1144 W CASSIDY ST
AP# 6111-037-027
1140 W CASSIDY ST
AP# 6111-037-028
1134 W CASSIDY ST
AP# 6111-037-029
1130 W CASSIDY ST
AP# 6111-037-030
1124 W CASSIDY ST
AP# 6111-037-031
1118 W CASSIDY ST
AP# 6111-037-032
1114 W CASSIDY ST
AP# 6111-037-033
1110 W CASSIDY ST
AP# 6111-040-006
1205 W CASSIDY ST
AP# 6111-037-011
1248 W CASSIDY ST
AP# 6111-038-015
1115 W CASSIDY ST AP# 6111-040-015
17517 VALMEYER AVE
AP# 6111-040-007
17516 VALMEYER AVE
AP# 6111-039-022
17522 S BUDLONG AVE
AP# 6111-039-016
17523 S CATALINA AVE
AP# 6111-039-005
17523 S BERENDO AVE
AP# 6111-037-014
1232 W CASSIDY ST
(28')(28')
(18')(18')
JOIN EX
23+50
23+92
91314
51314
12121212
181818
2 EA
18 31
EX R/W
EX R/W
S
S&T
S
S&T
WM
TS
TS
TEL
WM
WM
WM
WM
WM
WM
TS
WM
WM
WM
WM
WM
WM
WM
+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600
+
17 00
+
18 00
+26 00 +27 00
W CASSIDY ST
C INTERSECTION
26+24.96
10+00.00C W CASSIDY ST=L
C NORMANDIE AVEL
L
STA 16+47.83
BC
STA 17+20.44
EC
STA 17+70.43
BC
STA 18+41.34
EC
AP# 6111-037-001
1356 W CASSIDY ST
AP# 6111-040-021
1340 W ARTESIA BLVD
AP# 6111-037-002
1350 W CASSIDY ST
AP# 6111-037-003
1344 W CASSIDY ST
AP# 6111-037-0041338 W CASSIDY ST
AP# 6111-037-005
1332 W CASSIDY ST
AP# 6111-037-006
1326 W CASSIDY ST
AP# 6111-037-007
1320 W CASSIDY ST
AP# 6111-037-008
1314 W CASSIDY STAP# 6111-037-009
1308 W CASSIDY ST
AP# 6111-037-010
1302 W CASSIDY ST
AP# 6111-037-011
1248 W CASSIDY ST
AP# 6111-037-012
1242 W CASSIDY ST
AP# 6111-037-013
1236 W CASSIDY ST
AP# 6111-037-014
1232 W CASSIDY ST
AP# 6111-040-017
1249 W CASSIDY ST
AP# 6111-040-016
1239 W CASSIDY ST
AP# 6106-036-802
AP# 6111-040-015
17517 VALMEYER AVE
(30')(28')
(18')(18')
JOIN EX
10+80
15+97.68
C DWY; W=12'L
16 3 EA
11 23
1314
EX R/W
91314 12
20 18
1717
5 1717
12'x4'
22 EX R/W
CASE A
S
S&T
S
S&T
6 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MATCH LINE STA 18+50 - SEE BELOW LEFT
W CASSIDY ST
NORMANDIE AVE
VALMEYER AVEBUDLONG AVES CATALINA AVE
W CASSIDY ST - NORMANDIE AVE TO VERMONT AVE
BERENDO AVE
MATCH LINE STA 18+50 - SEE ABOVE RIGHT
LOCATION 2
MATCH LINE STA 28+00 - SEE SHEET 7
SEE SHT 5
LEGEND
2" MILL
VARIABLE MILL (2"-4")
VARIABLE MILL - TRANSITION AREA
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
CONSTRUCT VARIABLE DEPTH MILL TRANSITION. REPAIR ALL HOLES,
SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL
SPECIFICATIONS.
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA STD.
DWG. ST-14. RAMP TYPE PER CALTRANS STD. PLAN A88A/B AS NOTED ON PLAN. RECONSTRUCT ADJOINING CONCRETE CURB, GUTTER AND
SIDEWALK AS REQUIRED.
MILL EXISTING RAMP, AS REQUIRED, AND RETROFIT EXISTING RAMP WITH CAST IN PLACE TRUNCATED DOME.
FURNISH AND PLACE 2” AC BASE COURSE (C2-PG64-10).
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-16.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-10.
ADJUST WATER VALVE TO GRADE.
9 11
12 13
16 17
18 CONSTRUCTION NOTES
REMOVE/MILL EXISTING ROADWAY SECTION FROM 1.5” DEPTH AT STREET CENTERLINE TO 3.5” DEPTH AT EXISTING GUTTER LIP. RECOMPACT ALL
EXPOSED SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND
CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL
SPECIFICATIONS.
5 FURNISH AND PLACE 1.5” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).14
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10).
20 REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG ST-4.
REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-6. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
22 23
SLURRY SEAL
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
FURNISH AND PLACE TYPE 2 REAS SLURRY SEAL
31 WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM +00+ 2900
+
30 00
+
31 00
+
32 00+ 3300+ 3400+ 3500 +3514
+0 00 +1 001
+ 2500
+ 2600
+ 2700 C INTERSECTION
0+00.00
29+25.07C W CASSIDY ST=L
C BROADWELL AVEL
L
C INTERSECTION
25+27.22
35+14.23C W CASSIDY ST=L
C VERMONT AVEL
L
STA 29+11.63
BC
STA 30+38.77
EC
STA 30+88.89
BC
STA 32+16.12
EC
AP# 6111-037-034
1104 W CASSIDY ST
AP# 6111-037-035
1056 W CASSIDY ST
AP# 6111-037-036
1050 W CASSIDY ST
AP# 6111-037-037
1040 W CASSIDY ST
AP# 6111-038-001
1005 W CASSIDY ST
AP# 6111-038-002
1011 W CASSIDY ST
AP# 6111-038-003
1017 W CASSIDY ST
AP# 6111-038-004
1023 W CASSIDY ST
AP# 6111-038-005
1033 W CASSIDY ST
AP# 6111-038-006
1039 W CASSIDY ST
AP# 6111-038-008
1051 W CASSIDY ST
AP# 6111-038-007
1045 W CASSIDY ST AP# 6111-038-014
17513 S BROADWELL AVE
AP# 6111-023-900
AP# 6121-018-902
AP# 6121-018-900
AP# 6111-038-901
AP# 6111-037-033
1110 W CASSIDY ST
(28')(28')
(18')(18')
(28')(20')
JOIN EX
31 31
1 1
EX R/W
EX R/W
S
S&T
7 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
W CASSIDY ST
W CASSIDY ST - NORMANDIE AVE TO VERMONT AVE
BROADWELL AVE
HARBOR
GATEWAY
TRANSIT
CENTER
MATCH LINE 28+00 - SEE SHEET 6
S VERMONT AVE
LOCATION 2
SEE SHT 8
LEGEND
2" MILL
VARIABLE MILL (2"-4")
VARIABLE MILL - TRANSITION AREA
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
31 CONSTRUCTION NOTES
1PROTECT IN PLACE.
SLURRY SEAL
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
FURNISH AND PLACE TYPE 2 REAS SLURRY SEAL
+34 00
+35 00+35 14 +00+ 1900+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600+ 2700+ 2800 +34 00
+35 00
WM
TSTS TS
TELTEL
C INTERSECTION
35+14.23
25+27.22C VERMONT AVE=
C W CASSIDY ST
L
L
L
C INTERSECTION
35+00.00
22+00.79C VERMONT AVE=
C W 177TH ST
L
L
L
WM
AP# 6111-038-001
1005 W CASSIDY ST
AP# 6121-018-902 AP# 6121-018-900 AP# 6121-018-801 AP# 6121-019-900 AP# 6121-019-005
17800 S VERMONT AVE
AP# 6111-038-901
AP# 6111-023-900 AP# 6111-023-800
AP# 6111-041-013
171 RUBY CT
AP# 6111-041-028
139 RUBY CT
AP# 6111-041-027
150 RUBY CTAP# 6111-041-026
156 RUBY CT
AP# 6111-041-015
162 RUBY CT
AP# 6111-041-014
166 RUBY CT
AP# 6121-041-042
AP# 6121-018-900
(40')
(60')
16'16'
JOIN EX
(40')
(50')
15+97.68
C DWY; W=12'L
(50')
GB
GB
23+86
22 1
EX R/W
1 1
EX R/W
1433 32 1
+800+900+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 18 + 3400
+ 3500
+ 3600
VERMONT AVE
TS
WM
WM
TS
WM
WM
TS
WM
WM
TSTSTS
WM
WM
WM
WM
WMTEL
WM WM
EB
EB
TS
EB
TS
EB TS
TS
C INTERSECTION
35+00.00
10+00.00C VERMONT AVE=
C W 182ND ST
L
L
L
AP# 6121-019-005
17800 S VERMONT AVE AP# 6121-019-006
17902 S VERMONT AVE
AP# 6121-019-007
18000 S VERMONT AVE AP# 6121-019-902 AP# 6121-019-011
AP# 6111-041-052
251 AMETHYST CIR
AP# 6111-041-071
239 AMETHYST CIR
AP# 6111-024-010 AP# 6111-024-009
17901 S VERMONT AVE
AP# 6111-024-008 AP# 6111-024-003
1019 W 182ND ST
AP# 6111-029-004
18003 S VERMONT AVE
AP# 6111-029-003
18009 S VERMONT AVE
AP# 6111-041-028
139 RUBY CT
AP# 6111-041-070
238 AMETHYST CIRAP# 6111-041-053
252 AMETHYST CIR
AP# 6121-041-041
(60')
5'
6'
JOIN EX
(50')(50')
(40') (40')
14+70
13+40
JOIN EX C/G
(34.35 TC)
(33.73 FL)
JOIN EX C/G
(33.43 TC)
(32.81 FL)
2 EA
GB
GB
10+37
EX R/W 1
EX R/W
16 321433 1
8 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
W 182ND ST
W 177TH ST
VERMONT AVE - W 182nd ST TO BRIDGE
MATCH LINE STA 18+00 - SEE ABOVE RIGHT
LOCATION 3
HARBOR
GATEWAY
TRANSIT
CENTER
W CASSIDY ST
VERMONT AVE
MATCH LINE STA 18+00 - SEE BELOW LEFT
SEE SHT 7
LEGEND
2" MILL
VARIABLE MILL (2"-4")
VARIABLE MILL - TRANSITION AREA
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
CONSTRUCTION NOTES
1PROTECT IN PLACE.
SLURRY SEAL
3'' MILL
MILL EXISTING AC PAVEMENT (3'' DEPTH). RECOMPACT ALL EXPOSED
SUBGRADE AND REPAIR ALL HOLES SPALLS AND JOINTS AND CRACK SEAL
REMAINING UNDERLYING AC PER THE TECHINICAL SPECIFICATIONS 32 FURNISH AND PLACE 1.5'' AC BASE COURSE (C2-PG64-10).33 FURNISH AND PLACE 1.5” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).14 RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-16.
16 CITY OF GARDENA
CITY OF LA
CITY OF GARDENA
CITY OF LA
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
EB
WM
EB
EB
EB
+00+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600
00 +176 00 +177 00
+9 00 +10 00 +11 00
C INTERSECTION
10+00.00
20+22.02C 132ND ST=
C MANHATTAN PL
L
L
L
C INTERSECTION
10+02.35
24+77.94C 132ND ST=
C WILTON PL
L
L
L
(30')(30')
(18')(18')
JOIN EX JOIN EX
EX R/W
JOIN EX
22+95
AP# 4061-010-032
13119 S MANHATTAN PLAP# 4061-012-001
13120 S MANHATTAN PL
AP# 4061-017-036
13203 S MANHATTAN PLAP# 4061-015-001
13204 S MANHATTAN PL
AP# 4061-013-001
13151 S WESTERN AVE
AP# 4061-014-011
13215 S WESTERN AVE
AP# 4061-006-013
13126 S WESTERN AVE
AP# 4061-007-026
13200 S WESTERN AVE
110+40
1 1
1 9+60
1 1EX R/W
30 30
30 3030
30 30
30 31 31
+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 1800+ 19 +9 00 +10 00 +11 00
+39 00 +40 00 +41 00
+26 00 +27 00 +28 00
+9 00 +10 00 +11 00
C INTERSECTION
10+00.00
10+00.00C 132ND ST=
C WILTON PL
L
L
L
C INTERSECTION
40+00.00
12+57.04C 132ND ST=
C GRAMERCY PL
L
L
LC INTERSECTION
10+00.00
15+11.03C 132ND ST=
C RUTHELEN ST
L
L
LC INTERSECTION
27+00.00
17+65.02C 132ND ST=
C ST ANDREWS PL
L
L
L
(30')(30')
(18') (18')
JOIN EX
JOIN EX
JOIN EX
JOIN EX
16+00
17+50
1 AP# 4061-007-001
13120 S WILTON PL
AP# 4061-007-002
13116 S WILTON PL
13119 S WILTON PL13123 S WILTON PL13127 S WILTON PL13203 S WILTON PL AP# 4061-007-032
13119 GRAMERCY PL
AP# 4061-008-032
13119 RUTHELEN ST
AP# 4061-009-032
13119 S SAINT ANDREWS PL
AP# 4061-008-001
13120 GRAMERCY PL
AP# 4061-009-001
13120 RUTHELEN STAP# 4061-010-001
13120 S SAINT ANDREWS PL
AP# 4061-020-001
13204 S WILTON PL
AP# 4061-020-036
13203 GRAMERCY PL
AP# 4061-019-036
13203 RUTHELEN ST
AP# 4061-019-001
13204 GRAMERCY PLAP# 4061-018-036
13203 S SAINT ANDREWS PL
AP# 4061-018-001
13204 RUTHELEN ST
AP# 4061-017-001
13204 S SAINT ANDREWS PL
111 111
1 1 1 1 1 1 1
31 EX R/W
EX R/W
31 9
VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
132ND ST
GRAMERCY PLST ANDREWS PL
S WESTERN AVE
WILTON PLRUTHELEN ST
MANHATTAN PL
132nd ST - WILTON PL TO S WESTERN AVE
MATCH LINE STA 19+00 - SEE ABOVE RIGHT
LOCATION 4
MATCH LINE STA 19+00 - SEE BELOW LEFT
132ND ST
LEGEND
2" MILL
VARIABLE MILL (2"-4")
VARIABLE MILL - TRANSITION AREA
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
CONSTRUCTION NOTES
1PROTECT IN PLACE.
30 FURNISH AND PLACE TYPE 2 REAS SLURRY SEAL31
SLURRY SEAL
3'' MILL
UPGRADE EXISTING PEDESTRIAN PUSH BUTTON TO POLARA
APS PPB PER PROJECT SPECIFICATIONS. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
+00+ 1900+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600+ 2700+ 2800+ 2900 +159 00 +160 00
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
C INTERSECTION
10+00.00
28+24.71C W 135TH ST=
C ALMA AVE
L
L
L
(40')(40')
(30')(30')
(37')
(40')
(37')
AP# 6102-013-0031636 W 135TH ST
AP# 6102-013-0261600 W 135TH ST
AP# 6102-012-009
1639 W 135TH STAP# 6102-011-035
1619 W 135TH ST
AP# 6102-011-034
1603 W 135TH ST
AP# 6102-011-0301559 W 135TH ST
AP# 6102-011-029
1547 W 135TH ST
AP# 6102-011-028
1531 W 135TH ST
AP# 6102-011-038
1528 W 135TH ST
AP# 6102-011-016
1515 W 135TH ST
AP# 6102-013-028
1538 W 135TH ST
AP# 6102-015-001
1530 W 135TH ST
AP# 6102-013-0261600 W 135TH STAP# 6102-016-015
1510 W 135TH ST
11 EX R/W
EX R/W
S
S&T
31 +900+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 18 +163 00 +164 00 +165 00
W 135TH ST
EB
EB
EB
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
C INTERSECTION
163+75.00
10+00.00C W 135TH ST=
C WESTERN AVE
L
L
L
10+75JOIN EX
(40')(40')
(30')(30')
16'14'
EX R/W
AP# 6102-012-018
13464 S WESTERN AVE
AP# 6102-013-016
13510 S WESTERN AVE
AP# 6102-013-019
1746 W 135TH ST
AP# 6102-013-021
1720 W 135TH ST
AP# 6102-012-016
1715 W 135TH ST
AP# 6102-012-0151651 W 135TH ST
AP# 6102-013-0031636 W 135TH ST
AP# 4061-014-014
13429 S WESTERN AVE
AP# 4061-014-015
AP# 4061-026-034
AP# 4061-026-002AP# 4061-026-036
13511 S WESTERN AVE
L
EX R/W
24 30
30 30
30 3030
30 30
31 10+75
20 14'
10 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
S WESTERN AVE
MATCH LINE 18+00 - SEE BELOW LEFT
W 135th ST - S WESTERN AVE TO BUDLONG AVE
LOCATION 5
ALMA AVE
MATCH LINE 29+50 - SEE SHEET 11
W 135TH ST
MATCH LINE 18+00 - SEE ABOVE RIGHT
LEGEND
2" MILL
VARIABLE MILL (2"-4")
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
24 CONSTRUCTION NOTES
1PROTECT IN PLACE.
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10).
20 REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY TYPE A PER CITY OF GARDENA STD. DWG. ST-2.
21 30
SLURRY SEAL
3'' MILL
UPGRADE EXISTING PEDESTRIAN PUSH BUTTON TO POLARA APS PPB PER PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS.
VARIABLE MILL - TRANSITION AREA
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
FURNISH AND INSTALL CLARY UPS MODEL SP1250LX-R BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER THE PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS. BBS SHALL BE STANDALONE AND
PEDESTAL/FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
31FURNISH AND PLACE TYPE 2 REAS SLURRY SEAL.
+00+ 4000+ 4100+ 4200+ 4300+ 4400+ 4500+ 4600+ 4700+ 4800+ 4900+ 5000 00 +160 00
00 +160 00
+ 162
+ 16300 +164 00
TS
WM
WM
TS
TS
EB
WM
WM
TS
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM TS
WM
C INTERSECTION
10+00.00
39+92.99C W 135TH ST=
C MARIPOSA AVE
L
L
LC INTERSECTION
10+00.00
43+15.66C W 135TH ST=
C S RAYMOND AVE
L
L
LC INTERSECTION
10+00.00
48+59.31C W 135TH ST=
C BUDLONG AVE
L
L
L
45+00
45+50
(40')(40')
(32')(32')
JOIN EXJOIN EX
JOIN EX
8'
+00
CROWN
LINE
AP# 6115-004-0331331 W 135TH ST
AP# 6115-004-0271321 W 135TH ST
AP# 6115-004-026
1313 W 135TH ST
AP# 6115-004-025
1301 W 135TH ST
AP# 6115-004-036
1265 W 135TH ST
AP# 6115-004-037
1245 W 135TH ST
AP# 6115-004-0231241 W 135TH ST
AP# 6115-004-022
1223 W 135TH ST
AP# 6115-004-021
1219 W 135TH ST
AP# 6115-004-020
1203 W 135TH ST
AP# 6115-006-042
1324 W 135TH ST
AP# 6115-006-045
1300 W 135TH ST
AP# 6115-007-035
1246 W 135TH ST
AP# 6115-007-036
1234 W 135TH ST
AP# 6115-008-0291232 W 135TH ST
AP# 6115-008-002
1226 W 135TH ST
AP# 6115-008-003
1222 W 135TH ST
AP# 6115-008-028
1212 W 135TH ST AP# 6115-005-040
13507 S MARIPOSA AVE
AP# 6115-024-015
13452 S BUDLONG AVE
AP# 6115-024-016
13451 S CATALINA AVE
AP# 6115-020-013
1156 W 135TH ST
111
148+20
48+32
11 EX R/W
EX R/W
31 40+71
40+96
45+00
45+50
2020 2020 10' X 6'
10' X 6'
12'
10'
+ 3000+ 3100+ 3200+ 3300+ 3400+ 3500+ 3600+ 3700+ 3800+ 39 +160 00 +161 00
+163 00 +164 00 +165 00
WM
WM
WM
WM
WM
WM
TS
WM
TS
EB
TS
EB
WM
WM
TS
TS
WM
TS
TS
TS
WM
WM
TS
C INTERSECTION
10+00.00
30+58.22C W 135TH ST=
C HALLDALE AVE
L
L
L
C INTERSECTION
163+76.93
36+50.32C W 135TH ST=
C NORMANDIE AVE
L
L
L
38+50
38+00
(40')(40')
(30')(30')
JOIN EX JOIN EX
8'
CROWN LINE
AP# 6102-010-019
1451 W 135TH ST
AP# 6102-010-018
1443 W 135TH ST
AP# 6102-010-0171435 W 135TH ST
AP# 6102-010-0161421 W 135TH STAP# 6102-010-009
1415 W 135TH ST
AP# 6102-010-008
13429 S
NORMANDIE AVE
AP# 6102-016-0161500 W 135TH ST
AP# 6102-016-030
1440 W 135TH ST
AP# 6102-016-0261430 W 135TH ST
AP# 6102-016-018
1424 W 135TH ST
AP# 6102-016-022
13507 S NORMANDIE AVE
AP# 6115-004-031
13428 S NORMANDIE AVE
AP# 6115-005-038
13506 S NORMANDIE AVE
AP# 6115-004-030
1349 W 135TH ST
AP# 6115-005-040
13507 S MARIPOSA AVE
AP# 6102-011-016
1515 W 135TH ST
AP# 6102-016-015
1510 W 135TH ST
EX R/W
EX R/W24
30303030
30 303030
313131
11 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MATCH LINE 39+00 - SEE BELOW LEFT
W 135th ST - S WESTERN AVE TO BUDLONG AVE
MATCH LINE 29+50 - SEE SHEET 10
LOCATION 5
NORMANDIE AVE
MARIPOSA AVES RAYMOND AVE
BUDLONG AVE
W 135TH ST
MATCH LINE 39+00 - SEE ABOVE RIGHT
W 135TH ST
HALLDALE AVE
LEGEND
VARIABLE MILL (2"-4")
VARIABLE MILL - TRANSITION AREA
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
MILL EXISTING RAMP, AS REQUIRED, AND RETROFIT EXISTING RAMP WITH CAST IN PLACE TRUNCATED DOME.
12 24
CONSTRUCTION NOTES
1PROTECT IN PLACE.
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10).
20 30
SLURRY SEAL
FURNISH AND INSTALL CLARY UPS MODEL SP1250LX-R BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER THE PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS. BBS SHALL BE STANDALONE AND
PEDESTAL/FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
UPGRADE EXISTING PEDESTRIAN PUSH BUTTON TO POLARA APS
PPB PER PROJECT SPECIFICATIONS. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
2" MILL
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
31FURNISH AND PLACE TYPE 2 REAS SLURRY SEAL.
+100 00 +101 00
+101 00 +102 00 +103 00
+100 00 +101 00
+00+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600+ 2700+ 2800+ 29 WM
WM
WM
WM
TS
WM
TEL
WM
WM
WM
WM
TS
EB
TS
WM
EB
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
JOINEXJOINEX
JOINEX
(30')
(18')
(40')
(28')
C INTERSECTION
100+00.00
20+01.43C MARINE AVE=
C LA SALLE AVE
L
L
L
C INTERSECTION
102+00.00
23+23.57C MARINE AVE=
C DENKER AVE
L
L
L
C INTERSECTION
100+00.00
26+54.55C MARINE AVE=
C S KINGSLEY DR
L
L
L
1632 MARINE AVE
AP# 6103-017-007
1628 MARINE AVE
AP# 6103-017-006
1624 MARINE AVE
AP# 6103-017-005
1620 MARINE AVE
AP# 6103-017-004
1616 MARINE AVE
AP# 6103-017-003
1612 MARINE AVE
AP# 6103-017-002
1608 MARINE AVE
AP# 6103-017-001
1604 MARINE AVE
AP# 6103-006-025
1546 MARINE AVE
AP# 6103-006-0261542 MARINE AVE
AP# 6103-006-027
1538 MARINE AVE
AP# 6103-006-028
1532 MARINE AVE
AP# 6103-006-029
1528 MARINE AVE
AP# 6103-006-030
1524 MARINE AVE
AP# 6103-006-031
1520 MARINE AVE
AP# 6103-006-032
1516 MARINE AVE
AP# 6103-006-033
1512 MARINE AVE
AP# 6103-006-034
1508 MARINE AVE
AP# 6103-006-035
1504 MARINE AVE
AP# 6103-023-029
1637 MARINE AVE
AP# 6103-024-030
1623 MARINE AVE
AP# 6103-024-002
1619 MARINE AVE
AP# 6103-024-003
1615 MARINE AVE
AP# 6103-024-004
1609 MARINE AVE
AP# 6103-024-005
1601 MARINE AVE
AP# 6103-025-002
1555 MARINE AVE
AP# 6103-025-001
15030 S DENKER AVE
AP# 6103-025-033
1549 MARINE AVE
AP# 6103-025-004
1545 MARINE AVE
AP# 6103-025-005
1541 MARINE AVE
AP# 6103-025-006
1537 MARINE AVEAP# 6103-026-002
1525 MARINE AVE
AP# 6103-026-003
1519 MARINE AVE
AP# 6103-026-004
1515 MARINE AVE
AP# 6103-026-005
1511 MARINE AVE
AP# 6103-023-005
1641 MARINE AVE
1111
12 12
11 11 12 12
20 20
20 20
20 315315
25+71
C DWY; W=L
21+76
21+85
22+31
22+43
22+98
25+65
21+72
21+51
20+70
20+40
25+77
22 23
9'x5'
23 12'x5'
23 55'x12'
23 21'x5'
23 12'x5'
101+35
102+28
100+28
23 30'x5'
23 21'x5'
1718
17 17
1817
18 16
2 EA
16 4 EA
16 4 EA
16EX R/W
EX R/W
23+89
23+68
24 CASE ACASE A
CASE BCASE B
30 3030
30 3030
30 30 S
MARK
ON MH
SS
MARK
ON MH
S
L&T
00 +131 00 +132 00
+100 00 +101 00
+99 00 +100 00 +900+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 1800+ 19 EB
EB
EB
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
EB
WM
WM
WM
WM
WM
WM
JOIN EX
JOINEX
JOINEX
(30')(40')
(20')(28')
(32')
(30')
(18')
(40')
(28')
C INTERSECTION
131+48.00
10+00.00C MARINE AVE=
C WESTERN AVE
L
L
L
C INTERSECTION
100+00.00
16+60.31C MARINE AVE=
C HARVARD BLVD
L
L
L
C INTERSECTION
100+00.00
16+86.35C MARINE AVE=
C HARVARD BLVD
L
L
L
AP# 4063-005-047
15103 S WESTERN AVE
AP# 4062-017-050
15019 S WESTERN AVE
AP# 6103-021-031
15032 S WESTERN AVE
AP# 6103-018-027
15106 S WESTERN AVE
AP# 6103-021-0641745 MARINE AVE
AP# 6103-018-026
1736 MARINE AVE
AP# 6103-018-0061724 MARINE AVE
AP# 6103-018-005
1720 MARINE AVE
AP# 6103-018-004
1716 MARINE AVE
AP# 6103-018-0031712 MARINE AVE
AP# 6103-018-002
1708 MARINE AVE
AP# 6103-018-001
1704 MARINE AVE
AP# 6103-017-011
1644 MARINE AVE
AP# 6103-021-064
1745 MARINE AVE
AP# 6103-021-036
1733 MARINE AVE
AP# 6103-021-037
1725 MARINE AVE
AP# 6103-021-038
1717 MARINE AVE
AP# 6103-021-0391711 MARINE AVE
AP# 6103-021-040
1707 MARINE AVE
AP# 6103-021-041
15011 S HARVARD BLVDAP# 6103-023-031
15020 S HARVARD BLVD
AP# 6103-021-037
1725 MARINE AVE
AP# 6103-021-038
1717 MARINE AVE
AP# 6103-017-010
1640 MARINE AVE
AP# 6103-017-0091636 MARINE AVE
AP# 6103-017-008
1632 MARINE AVE
AP# 6103-023-005
1641 MARINE AVE
EX R/W
20 16
6 EA
1111
11 11
11 11
20 20
2020
20 202020
315315
11+23
C DWY; W=15'L
11+68
C DWY; W=24'L
13+85
C DWY; W=12'L
13+10
15+23
18+93
18+78
18+37
18+16
15+74
15+21
212122
23 213'x5'
11+57
11+49
23 8'x5'
23 53'x5'99+35
100+30
23 21'x5'
23 15'x5'
18 17
1817
16EX R/W 24
CASE A
10+36
30 303030
3030 30 30
CASE B
CASE G
CASE A
CASE A
CASE A
S
S&T
S
S&T
S
NAIL
12 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MARINE AVE - S WESTERN AVE TO VERMONT AVE
LOCATION 6
S WESTERN AVE
MARINE AVE
HARVARD BLVD
HARVARD BLVD
LA SALLE AVEDENKER AVES KINGSLEY DR
MARINE AVE
MATCH LINE 19+00 - SEE BELOW LEFT
MATCH LINE 19+00 - SEE ABOVE RIGHT
MATCH LINE 29+00 - SEE SHEET 13
LEGEND
2" MILL
VARIABLE MILL (2"-4")
VARIABLE MILL - TRANSITION AREA
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA STD.
DWG. ST-14. RAMP TYPE PER CALTRANS STD. PLAN A88A/B AS NOTED ON PLAN. RECONSTRUCT ADJOINING CONCRETE CURB, GUTTER AND
SIDEWALK AS REQUIRED.
MILL EXISTING RAMP, AS REQUIRED, AND RETROFIT EXISTING RAMP WITH CAST IN PLACE TRUNCATED DOME.
FURNISH AND PLACE 2” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-16.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-10.
ADJUST WATER VALVE TO GRADE.
11 12
15 16
17 18
24 CONSTRUCTION NOTES
MILL EXISTING AC PAVEMENT (2” DEPTH). RECOMPACT ALL EXPOSED
SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL SPECIFICATIONS. 3 SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10).
20 REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG ST-4.
REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-6. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
22 23
REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY TYPE A PER CITY OF GARDENA STD. DWG. ST-2.
21 30
SLURRY SEAL
3'' MILL
UPGRADE EXISTING PEDESTRIAN PUSH BUTTON TO POLARA APS PPB PER PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS.
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
FURNISH AND INSTALL CLARY UPS MODEL SP1250LX-R BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER THE PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS. BBS SHALL BE STANDALONE AND
PEDESTAL/FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
+100 00 +101 00
+99 00 +100 00 +101 00
+100 00 +101 00
+00+ 4000+ 4100+ 4200+ 4300+ 4400+ 4500+ 4600+ 4700+ 4800 WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
EB
WM
JOINEX
JOIN EXJOIN EX
(20')
(15')
(25')
(18')
C INTERSECTION
100+00.00
39+81.43C MARINE AVE=
C MARIPOSA AVE
L
L
LC INTERSECTION
100+00.00
43+07.60C MARINE AVE=
C S RAYMOND AVE
L
L
LC INTERSECTION
100+00.00
46+32.60C MARINE AVE=
C VAN BUREN AVE
L
L
L
AP# 6114-009-068
1336 MARINE AVE
AP# 6114-009-044
1332 MARINE AVE
AP# 6114-009-046
1328 MARINE AVE
AP# 6114-009-069
1324 MARINE AVE
AP# 6114-009-047
1320 MARINE AVE
AP# 6114-009-045
1316 MARINE AVE
AP# 6114-009-048
15103 S RAYMOND AVE
AP# 6114-012-077
15112 S RAYMOND AVE
AP# 6114-012-0671242 MARINE AVE
AP# 6114-012-079
1238 MARINE AVE
AP# 6114-012-008
1234 MARINE AVE
AP# 6114-012-0681228 MARINE AVE
AP# 6114-012-010
1224 MARINE AVE
AP# 6114-012-078
1218 MARINE AVE
AP# 6114-008-034
15032 S MARIPOSA AVE
AP# 6114-008-0161305 MARINE AVE
AP# 6114-013-002
1257 MARINE AVE
AP# 6114-013-001
1251 MARINE AVE
AP# 6114-013-014
15031 VAN BUREN AVE
AP# 6114-014-001
15032 VAN BUREN AVE
AP# 6114-014-028
15029 S BUDLONG AVE
AP# 6114-012-069
15105 S BUDLONG AVE
AP# 6114-007-030
1335 MARINE AVE
11 12 12
20 20 20 20315315
40+47
40+62
1 1212
12 12
40+67
C DWY; W=18'L
40+17
C DWY; W=10'L
39+40
C DWY; W=15'L
22 22 22 39+60
100+30
99+67
23 60'x5'
23 15'x5'
18 3 EA
17 17
18 17
18 1716 EX R/W
EX R/W
CASE A
S
L&T
S
L&T
S
S&T
+99 00 +100 00+100 00 +101 00
+00+ 3000+ 3100+ 3200+ 3300+ 3400+ 3500+ 3600+ 3646
+110 00 +111 00 +112 00
+ 3646+ 3700+ 3800+ 39
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
EB
WM
WM
TS
WM
TS
TS
WM
WMEB
WM
WM
WM
JOIN EX
JOINEX
JOIN EX
(30')
(18')
(40')
(28')
(40')
(28')
(40')
(28')
(30')
(40')
(30')
(35')
(20')
(15')
(25')
(18')
C INTERSECTION
100+00.00
29+83.57C MARINE AVE=
C HALLDALE AVE
L
L
L
C INTERSECTION
100+00.00
29+85.25C MARINE AVE=
C HALLDALE AVE
L
L
L
C INTERSECTION
111+02.75
36+46.43C MARINE AVE=
C NORMANDIE AVE
L
L
L
C INTERSECTION
110+93.76
36+46.43C MARINE AVE=
C NORMANDIE AVE
L
L
L
AP# 6103-006-036
1500 MARINE AVEAP# 6103-001-020
1458 MARINE AVE
AP# 6103-001-0241450 MARINE AVE
AP# 6103-001-060
1448 MARINE AVE
AP# 6103-001-0071438 MARINE AVE
AP# 6103-001-062
1426 MARINE AVE
AP# 6103-001-022
1418 MARINE AVE
AP# 6103-001-021
15105 S NORMANDIE AVEAP# 6114-009-006
15100 S NORMANDIE AVE
AP# 6114-009-043
1340 MARINE AVE
AP# 6103-026-006
15029 HALLDALE AVE
AP# 6103-029-241
1453 MARINE AVE
AP# 6103-029-003
1451 MARINE AVE
AP# 6103-029-059
1447 MARINE AVE
AP# 6103-029-072
15000 HALLDALE AVE
AP# 6103-029-055
1415 MARINE AVE
AP# 6103-029-118
AP# 6103-029-117
1401 MARINE AVE
AP# 6114-007-0301335 MARINE AVE
AP# 6114-007-039
15032 S NORMANDIE AVE
AP# 6114-009-068
1336 MARINE AVE
11 1111
11 11
11 11
12 20
20 20
20 20
2020
20 315
315
33+48
C DWY; W=22'L
34+97
C DWY; W=37'L
38+09
C DWY; W=24'L
29+00
33+13
34+79
35+16
32+04
31+31
21 21
33+59
21 36+96
32+12
31+10
29+61 23
61'x5'23
46'x6' 100+43
110+57
23 37'x6'
23 204'x5'
28 21'x4'
28 8'x4'
18 2 EA
1817
17 18
18 18
2 EA 16
4 EA
16 4 EA
16 EX R/W
EX R/W
24 111+51
CASE ACASE B
CASE A
30 CASE B
3030
CASE C
30 30
CASE A
30 CASE A
S
SPIKE
S
LEAD &
NAIL
S
SPIKE
13 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MARINE AVE - S WESTERN AVE TO VERMONT AVE
LOCATION 6
VAN BUREN AVE S RAYMOND AVE MARIPOSA AVE
NORMANDIE AVE HALLDALE AVE
MARINE AVE
MARINE AVE
MATCH LINE 39+00 - SEE BELOW LEFT
MATCH LINE 39+00 - SEE ABOVE RIGHT
MATCH LINE 48+50 - SEE SHEET 14
MATCH LINE 29+00 - SEE SHEET 12
LEGEND
2" MILL
VARIABLE MILL (2"-4")
VARIABLE MILL - TRANSITION AREA
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA STD.
DWG. ST-14. RAMP TYPE PER CALTRANS STD. PLAN A88A/B AS NOTED ON PLAN. RECONSTRUCT ADJOINING CONCRETE CURB, GUTTER AND
SIDEWALK AS REQUIRED.
MILL EXISTING RAMP, AS REQUIRED, AND RETROFIT EXISTING RAMP WITH CAST IN PLACE TRUNCATED DOME.
FURNISH AND PLACE 2” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-16.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-10.
ADJUST WATER VALVE TO GRADE.
11 12
15 16
17 18
24 CONSTRUCTION NOTES
1PROTECT IN PLACE.
MILL EXISTING AC PAVEMENT (2” DEPTH). RECOMPACT ALL EXPOSED
SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL SPECIFICATIONS. 3 SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10).
20 REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG ST-4.
REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-6. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
22 23
REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY TYPE A PER CITY OF GARDENA STD. DWG. ST-2.
21 REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-7. CONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
28 30
SLURRY SEAL
3'' MILL
UPGRADE EXISTING PEDESTRIAN PUSH BUTTON TO POLARA APS PPB PER PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS.
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
FURNISH AND INSTALL CLARY UPS MODEL SP1250LX-R BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER THE PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS. BBS SHALL BE STANDALONE AND
PEDESTAL/FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
+109 00
+110 00 +111 00
+ 5800+ 5900+ 6000+ 6100+ 6200 +6205
WM
EB
WM
EB
WM
WM
EB
WM
EB
EB
(20')
(18')
(25')
(18')
(35')
C INTERSECTION
110+15.13
62+04.59C MARINE AVE=
C VERMONT AVE
L
L
L
JOIN EX
AP# 6114-029-013
1028 MARINE AVE
AP# 6114-029-014
15115 S VERMONT AVE
AP# 6114-030-014
15013 S VERMONT AVE
AP# 6114-030-902
1048 W 149TH ST
20315
59+32
C DWY; W=18'L
1 CONC
61+18
22 18
17 16 16
EX R/W
EX R/W
243030
30 2 EA
30 30
30 30
+110 00 +111 00
+109 00
+110 00
+99 00 +100 00 +101 00
+ 4900+ 5000+ 5100+ 5200+ 5300+ 5400+ 5500
+ 5600+ 5700
WM
EB
WM
WM
WM
WM
WM
WM
WM
EB
WM
WM
WM
EB
EB
EB
EB
JOIN EX
JOIN EX
JOIN EX
(20')
(15')
(25')
(18')
(35')
(18')
(20')
(18')
(25')
(18')
C INTERSECTION
109+99.90
49+67.60C MARINE AVE=
C BUDLONG AVE
L
L
L
C INTERSECTION
110+00.00
49+69.13C MARINE AVE=
C BUDLONG AVE
L
L
L
C INTERSECTION
100+00.00
56+27.96C MARINE AVE=
C BERENDO AVE
L
L
L
AP# 6114-012-069
15105 S BUDLONG AVE
AP# 6114-026-0591156 MARINE AVE
AP# 6114-026-023
1158 MARINE AVE
AP# 6114-026-028
1152 MARINE AVE
AP# 6114-026-029
1148 MARINE AVE
AP# 6114-026-0571142 MARINE AVE
AP# 6114-026-042
1130 MARINE AVE
AP# 6114-026-0521126 MARINE AVE
AP# 6114-026-050
1120 MARINE AVE
AP# 6114-026-045
15101 S BERENDO AVE
AP# 6114-029-0091048 MARINE AVE
AP# 6114-030-902
1048 W 149TH ST
AP# 6114-025-013
1169 MARINE AVE
AP# 6114-025-014
1163 MARINE AVE
AP# 6114-025-015
1157 MARINE AVE
AP# 6114-025-016
1151 MARINE AVE
AP# 6114-025-0171145 MARINE AVE
AP# 6114-025-018
1139 MARINE AVE
AP# 6114-025-019
1133 MARINE AVE
AP# 6114-025-0201127 MARINE AVE
AP# 6114-025-021
1127 MARINE AVE
AP# 6114-025-022
1115 MARINE AVE
AP# 6114-025-0231109 MARINE AVE
AP# 6114-025-024
1103 MARINE AVE
AP# 6114-014-028
15029 S BUDLONG AVE
1111
11 11
20 20
2020 20 315
315
54+84
C DWY; W=18'L
55+34
C DWY; W=18'L
1 1
1 1
22 22
50+68
C DWY; W=12'L
22 100+39
18 17
17 18
16 4 EA
16 4 EA
16 4 EA
16 4 EA
16 16
EX R/W
EX R/W
24 30
30 CASE A
3030
CASE B
3030
CASE B30
30 CASE C
S
MARK
ON MH
S
L&T
14 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MARINE AVE - S WESTERN AVE TO VERMONT AVE
LOCATION 6
VERMONT AVE
BERENDO AVE BUDLONG AVE
MARINE AVE
MARINE AVE
MATCH LINE 57+50 - SEE BELOW LEFT
MATCH LINE 57+50 - SEE ABOVE RIGHT MATCH LINE 48+50 - SEE SHEET 13 LEGEND
2" MILL
VARIABLE MILL (2"-4")
VARIABLE MILL - TRANSITION AREA
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA STD.
DWG. ST-14. RAMP TYPE PER CALTRANS STD. PLAN A88A/B AS NOTED ON PLAN. RECONSTRUCT ADJOINING CONCRETE CURB, GUTTER AND
SIDEWALK AS REQUIRED.
FURNISH AND PLACE 2” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-16.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-10.
ADJUST WATER VALVE TO GRADE.
11 15
16 17
18 24
CONSTRUCTION NOTES
1PROTECT IN PLACE.
MILL EXISTING AC PAVEMENT (2” DEPTH). RECOMPACT ALL EXPOSED
SUBGRADE AND REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL REMAINING UNDERLYING AC PER THE TECHNICAL SPECIFICATIONS. 3 SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10).
20 REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG ST-4.
22 30
SLURRY SEAL
3'' MILL
UPGRADE EXISTING PEDESTRIAN PUSH BUTTON TO POLARA APS PPB PER PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS.
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
FURNISH AND INSTALL CLARY UPS MODEL SP1250LX-R BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER THE PROJECT SPECIFICATIONS. INSTALL PER MANUFACTURERS
RECOMMENDATIONS. BBS SHALL BE STANDALONE AND
PEDESTAL/FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
+00+ 1900+ 2000+ 2100+ 2200+ 2300+ 2400
+130 00 +131 00 +132 00
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
EB
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
EB
EB
WM
WM
C INTERSECTION
130+74.06
23+20.11C W 145TH ST=
C WESTERN AVE
L
L
L
(25')
(15')
(27')
(20')
(25')
(15')
AP# 4062-004-0141845 W 145TH ST
AP# 4062-004-0781835 W 145TH ST
AP# 4062-004-057
1827 W 145TH ST
AP# 4062-004-0691815 W 145TH ST
AP# 4062-004-083
14421 S WESTERN AVE
AP# 4062-005-011
1848 W 145TH ST
AP# 4062-005-010
1842 W 145TH ST
AP# 4062-005-0531838 W 145TH ST
AP# 4062-005-066
1834 W 145TH ST
AP# 4062-005-042
1830 W 145TH ST
AP# 4062-005-065
1818 W 145TH ST
AP# 4062-005-001
14501 S WESTERN AVE
AP# 6103-003-063
14400 S WESTERN AVE
AP# 6103-014-041
14500 S WESTERN AVE
(25')
(15')
1 1 EX R/W
EX R/W
31 +900+
1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 18
+9 00 +10 00 +11 00
+9 00 +10 00 +11 00
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
C INTERSECTION
10+00.00
10+00.00C W 145TH ST=
C GRAMERCY PL
L
L
L
C INTERSECTION
10+00.00
16+24.83C W 145TH ST=
C ST ANDREWS PL
L
L
L
(25')(25')
(15') (15')
(27')
(20')
(27')
(20')
(27')
(25')(25')
(15') (15')
(25')(25')
(15') (15')
(20')
(27')(27')
(15') (15')
JOIN EX
JOIN EX
AP# 4062-002-037
2007 W 145TH ST
AP# 4062-002-0382003 W 145TH ST
AP# 4062-003-009
14450 GRAMERCY PL
AP# 4062-008-002
2006 W 145TH ST
AP# 4062-003-0101945 W 145TH ST
AP# 4062-007-0081946 W 145TH ST
AP# 4062-008-0012002 W 145TH STAP# 4062-007-009
14500 GRAMERCY PL
AP# 4062-003-0111937 W 145TH ST
AP# 4062-003-0121931 W 145TH ST
AP# 4062-003-0381925 W 145TH ST
AP# 4062-003-014
1919 W 145TH ST
AP# 4062-003-015
1915 W 145TH ST
AP# 4062-003-016
1909 W 145TH ST
AP# 4062-003-035
14425 S SAINT ANDREWS PL
AP# 4062-007-007
1940 W 145TH ST
AP# 4062-007-006
1932 W 145TH ST
AP# 4062-007-0051926 W 145TH ST
AP# 4062-007-064
1924 W 145TH ST
AP# 4062-007-003
1916 W 145TH ST
AP# 4062-007-002
1912 W 145TH ST
AP# 4062-007-001
1904 W 145TH ST
AP# 4062-005-013
1856 W 145TH ST
AP# 4062-004-010
1859 W 145TH ST
AP# 4062-004-011
1855 W 145TH ST
AP# 4062-004-0121851 W 145TH ST
AP# 4062-004-013
1847 W 145TH ST
AP# 4062-005-051
1852 W 145TH ST
1 1
31 11
1 EX R/W
EX R/W
10+17
1 31
15 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
W 145TH ST
GRAMERCY PLST ANDREWS PL
MATCH LINE STA 18+00 - SEE BELOW LEFT
145th ST - GRAMERCY PL TO S WESTERN AVE
MATCH LINE STA 18+00 - SEE ABOVE RIGHT
LOCATION 7
S WESTERN AVE
W 145TH ST
CONSTRUCTION NOTES
1PROTECT IN PLACE.
LEGEND
2" MILL
VARIABLE MILL (2"-4")
VARIABLE MILL - TRANSITION AREA
AC DEEPLIFT
R&R CONCRETE
GRADE BREAKGB
SLURRY SEAL
3'' MILL
FURNISH AND PLACE TYPE 2 REAS SLURRY SEAL.31
SEXISTING SURVEY MONUMENT
TO BE RE-ESTABLISHED BY
THE ENGINEER.
+10 00+11 00
+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600+ 2700+ 2800+ 2900+ 3000+ 3100 + 1000+ 1100
+900+ 1000
+11 00
TS
WM
TS
TS
WM
TEL
WM
WM
TS
TS
TS
TS
TS
TS
TS
TS
TS
C INTERSECTION
10+00.00
22+00.00C NORMANDIE AVE=
C W 177TH ST
L
L
L
C INTERSECTION
10+00.00
26+24.96C NORMANDIE AVE=
C W CASSIDY ST
L
L
L
C INTERSECTION
10+00.00
30+65.06C NORMANDIE AVE=
C ARTESIA BLVD
L
L
L
AP# 6111-025-907
AP# 6111-023-800AP# 6111-023-900
AP# 6106-036-803
AP# 6111-037-0011356 W CASSIDY ST
AP# 6111-040-021
1340 W ARTESIA BLVD
AP# 6111-037-0021350 W CASSIDY ST
AP# 6106-036-802
(30')
(30')
(40')
(62')
(53') (27')
(42')
JOIN EX
EX R/W
EX R/W
EX RR R/W
30+18 JOIN EX
40 40
4040
40 40 45
4045
40 40
40 60
49 49 49 49 49 41 41
41 59 58
TYP
55 45
(28')(32')
13'
11'
10'
13'
14'
10'
11'11'
13'16'
14'11'11'
11'13'
11'
616161 43
4940
50'
50' 50'
50'
50'
50'
50'
494360
49 61 45 6160
50'
40 EX. CROSSWALK TO BE
REMOVED PERMANENTLY.
NORMANDIE AVE - W 177th ST TO ARTESIA BLVD
16 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
NORMANDIE AVE
LOCATION 1
W CASSIDY ST W 177TH ST
ARTESIA BLVD
SEE SHT 18
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
INSTALL THERMOPLASTIC WHITE LANELINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 9.
INSTALL THERMOPLASTIC TWO-WAY LEFT TURN LANES STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20B,
DETAIL 32.
40 41
43 44
45 49
55 58
INSTALL THERMOPLASTIC 12” WHITE CHEVRON AT 25-FEET
O.C.
59 INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC DOUBLE YELLOW NO PASSING STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 22.
INSTALL THERMOPLASTIC DOUBLE YELLOW MEDIAN ISLAND STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20B, DETAIL 29.
INSTALL THERMOPLASTIC CHANNELIZING LINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D, DETAIL 38.
INSTALL THERMOPLASTIC TYPE IV ARROW (L OR R PER PLAN)
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
INSTALL 10' WIDE THERMOPLASTIC WHITE BASIC CROSSWALK PER CALTRANS STD. PLAN A24F.
INSTALL THERMOPLASTIC 12” WHITE LIMIT LINE PER CALTRANS STD.
PLAN A24G.
REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).61 1)
SIGNING & STRIPING GENERAL NOTES
TRAFFIC STRIPING, PAVEMENT MARKINGS, RAISED PAVEMENT
MARKERS, REFLECTIVE MATERIALS, THE APPLICATION OF
ALKYD-BASED THERMOPLASTIC STRIPING AND PAVEMENT
MARKINGS, AND THE INSTALLATION OF RAISED PAVEMENT MARKERS
SHALL CONFORM TO THE PROVISIONS IN THE CALTRANS STANDARD SPECIFICATIONS (2023 EDITION), SECTION 84, "MARKINGS" AND SECTION 81-3, "PAVEMENT MARKERS" CALTRANS STANDARD PLANS (2023 EDITION) AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD 2014 REV. 8).
INSTALL DOUBLED SIDED BLUE RAISED PAVEMENT MARKERS FOR
ALL FIRE HYDRANTS.
ALL STRIPING AND MARKINGS SHALL BE MEASURED BETWEEN THE
CENTERLINES OF EACH ADJACENT, SINGLE OR DOUBLE STRIPE OR TOP OF CURB OR EDGE OF PAVEMENT AS APPROPRIATE.
ALL SIGNING SHOWN HEREON SHALL BE INSTALLED, RELOCATED OR REMOVED BY THE CONTRACTOR.
ALL STRIPING AND PAVEMENT LEGENDS SHALL BE ALKYD-BASED
THERMOPLASTIC WITH RAISED PAVEMENT MARKERS UNLESS
OTHERWISE NOTED.
RAISED PAVEMENT MARKERS SHALL BE CEMENTED TO THE
PAVEMENT WITH HOT MELT BITUMINOUS ADHESIVE.
ALL CONFLICTING NON-THERMOPLASTIC STRIPING OR PAVEMENT
MARKINGS TO BE REMOVED SHALL BE DONE BY WET SANDBLASTING AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. ALL
CONFLICTING THERMOPLASTIC MARKINGS TO BE REMOVED SHALL
BE DONE BY FULL GRINDING.
ALL LANE STRIPING AT INTERSECTION APPROACHES WITHOUT
CROSSWALK OR LIMIT LINES SHALL EXTEND 10' FROM THE
EXTENSION OF THE INTERSECTING CURB LINE UNLESS OTHERWISE NOTED.
ALL PROPOSED LIMIT LINE STRIPING SHALL BE 8' FROM
PROLONGATION OF CURB LINE.
ALL OPEN TRANSITIONS TO LEFT-TURN POCKETS SHALL BE 60'
UNLESS OTHERWISE NOTED.
ALL LANE LINES AT INTERSECTION APPROACHES SHALL BEGIN AND END WITH 50 FEET OF A SOLID WHITE LANE LINE UNLESS
OTHERWISE NOTED.
DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS, INSTALLATION
AND/OR REMOVAL SHALL CONFORM TO CALTRANS STANDARD
SPECIFICATIONS SECTION 82, AND STANDARD PLANS. TRAFFIC
WARNING AND REGULATORY SIGNS SHALL HAVE REFLECTORIZED
HIGH INTENSITY DIAMOND GRADE (DG) SHEETING ON 0.080-INCH THICK 5062H38 ALUMINUM. MATERIAL SHALL BE CERTIFIED BY THE MANUFACTURER AS MEETING ALL APPLICABLE SPECIFICATIONS.
SIGN SHEETING MATERIAL SHALL BE 3M DIAMOND GRADE
RETROREFLECTIVE SHEETING.
TRAFFIC SIGN POSTS SHALL NOT BE INSTALLED UNTIL LOCATIONS
ARE SPOTTED BY THE CONTRACTOR AND APPROVED BY THE CITY
INSPECTOR.
SIDEWALKS/SLABS DAMAGED DUE TO REMOVING SIGN POST SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY INSPECTOR.
INSTALL TEMPORARY LIMIT LINE MARKERS IMMEDIATELY AFTER
PAVING.
INSTALL TEMPORARY STRIPING MARKERS IMMEDIATELY AFTER
PAVING, SPACED AT 25-FOOT MAXIMUM.
2)
3)
4)
5)
6)
7)
8)
9)
10)
11)
12)
13)
14)
15)
16)
17)
WM
WM
WM
WM
TEL
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
+ 1900+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600+ 2700+ 28 +0 00 +1 00
+0 00 +1 00
+0 00 +1 00
+0 00 +1 00
C INTERSECTION
0+00.00
21+91.76C W CASSIDY ST=L
C BUDLONG AVEL
LC INTERSECTION
0+00.00
24+31.76C W CASSIDY ST=L
C S CATALINA AVEL
LC INTERSECTION
0+00.00
26+76.76C W CASSIDY ST=L
C BORENDO AVEL
L
C INTERSECTION
0+00.00
19+46.76C W CASSIDY ST=L
C VALMEYER AVEL
L
AP# 6111-037-015
1226 W CASSIDY ST
AP# 6111-037-016
1222 W CASSIDY ST
AP# 6111-037-017
1218 W CASSIDY ST
AP# 6111-037-018
1212 W CASSIDY ST
AP# 6111-037-019
1208 W CASSIDY ST
AP# 6111-037-020
1202 W CASSIDY ST
AP# 6111-037-021
1170 W CASSIDY ST
AP# 6111-037-022
1164 W CASSIDY ST
AP# 6111-037-023
1160 W CASSIDY ST
AP# 6111-037-024
1154 W CASSIDY ST
AP# 6111-037-025
1150 W CASSIDY ST
AP# 6111-037-026
1144 W CASSIDY ST
AP# 6111-037-027
1140 W CASSIDY ST
AP# 6111-037-028
1134 W CASSIDY ST
AP# 6111-037-029
1130 W CASSIDY ST
AP# 6111-037-030
1124 W CASSIDY ST
AP# 6111-037-031
1118 W CASSIDY ST
AP# 6111-037-032
1114 W CASSIDY ST
AP# 6111-037-033
1110 W CASSIDY ST
AP# 6111-040-006
1205 W CASSIDY ST
AP# 6111-037-011
1248 W CASSIDY ST
AP# 6111-038-015
1115 W CASSIDY ST AP# 6111-040-015
17517 VALMEYER AVE
AP# 6111-040-007
17516 VALMEYER AVE
AP# 6111-039-022
17522 S BUDLONG AVE
AP# 6111-039-016
17523 S CATALINA AVE
AP# 6111-039-005
17523 S BERENDO AVE
AP# 6111-037-014
1232 W CASSIDY ST
(28')(28')
(18')(18')
JOIN EX
EX R/W
EX R/W
18'
18'
18'
18'
60606060 61
61 61
61 61
61 61
61 25
25 53
53 WM
TS
TS
TEL
WM
WM
WM
WM
WM
WM
TS
WM
WM
WM
WM
WM
WM
WM
+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600
+
17 00
+
18 00
+26 00 +27 00
W CASSIDY ST
C INTERSECTION
26+24.96
10+00.00C W CASSIDY ST=L
C NORMANDIE AVEL
L
STA 16+47.83
BC
STA 17+20.44
EC
STA 17+70.43
BC
STA 18+41.34
EC
AP# 6111-037-001
1356 W CASSIDY ST
AP# 6111-040-021
1340 W ARTESIA BLVD
AP# 6111-037-002
1350 W CASSIDY ST
AP# 6111-037-003
1344 W CASSIDY ST
AP# 6111-037-0041338 W CASSIDY ST
AP# 6111-037-005
1332 W CASSIDY ST
AP# 6111-037-006
1326 W CASSIDY ST
AP# 6111-037-007
1320 W CASSIDY ST
AP# 6111-037-008
1314 W CASSIDY STAP# 6111-037-009
1308 W CASSIDY ST
AP# 6111-037-010
1302 W CASSIDY ST
AP# 6111-037-011
1248 W CASSIDY ST
AP# 6111-037-012
1242 W CASSIDY ST
AP# 6111-037-013
1236 W CASSIDY ST
AP# 6111-037-014
1232 W CASSIDY ST
AP# 6111-040-017
1249 W CASSIDY ST
AP# 6111-040-016
1239 W CASSIDY ST
AP# 6106-036-802
AP# 6111-040-015
17517 VALMEYER AVE
(30')(28')
(18')(18')
JOIN EX
EX R/W
EX R/W
5641
18'
18'
18'
18' 50'
616060
61 25
53 (11')
17 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MATCH LINE STA 18+50 - SEE BELOW LEFT
W CASSIDY ST
NORMANDIE AVE
VALMEYER AVEBUDLONG AVES CATALINA AVE
W CASSIDY ST - NORMANDIE AVE TO VERMONT AVE
BERENDO AVE
MATCH LINE STA 18+50 - SEE ABOVE RIGHT
LOCATION 2
MATCH LINE STA 28+00 - SEE SHEET 18
SEE SHT 16
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
41 INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC DOUBLE YELLOW NO PASSING STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 22.
REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).61 53INSTALL THERMOPLASTIC PAVEMENT MARKINGS NUMERALS PER
CALTRANS STD. PLAN A24C.
FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
56INSTALL CONTINENTAL CROSSWALK WITH 5' LIMIT LINE SETBACK PER CALTRANS STD. PLAN A24F. LIMIT LINE SHALL BE 12" WHITE PER CALTRANS STD. PLAN A24G. CROSSWALK WIDTH TO BE SHOWN ON THE PLAN.
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM +00+ 2900
+
30 00
+
31 00
+
32 00+ 3300+ 3400+ 3500 +3514
+0 00 +1 001
+ 2500
+ 2600
+ 2700 C INTERSECTION
0+00.00
29+25.07C W CASSIDY ST=L
C BROADWELL AVEL
L
C INTERSECTION
25+27.22
35+14.23C W CASSIDY ST=L
C VERMONT AVEL
L
STA 29+11.63
BC
STA 30+38.77
EC
STA 30+88.89
BC
STA 32+16.12
EC
AP# 6111-037-034
1104 W CASSIDY ST
AP# 6111-037-035
1056 W CASSIDY ST
AP# 6111-037-036
1050 W CASSIDY ST
AP# 6111-037-037
1040 W CASSIDY ST
AP# 6111-038-001
1005 W CASSIDY ST
AP# 6111-038-002
1011 W CASSIDY ST
AP# 6111-038-003
1017 W CASSIDY ST
AP# 6111-038-004
1023 W CASSIDY ST
AP# 6111-038-005
1033 W CASSIDY ST
AP# 6111-038-006
1039 W CASSIDY ST
AP# 6111-038-008
1051 W CASSIDY ST
AP# 6111-038-007
1045 W CASSIDY ST AP# 6111-038-014
17513 S BROADWELL AVE
AP# 6111-023-900
AP# 6121-018-902
AP# 6121-018-900
AP# 6111-038-901
AP# 6111-037-033
1110 W CASSIDY ST
(28')(28')
(18')(18')
(28')(20')
JOIN EX
EX R/W
58 54
18'
18'
28'
20'
60 61
61 25
53 18
VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
W CASSIDY ST
W CASSIDY ST - NORMANDIE AVE TO VERMONT AVE
BROADWELL AVE
HARBOR
GATEWAY
TRANSIT
CENTER
MATCH LINE 28+00 - SEE SHEET 17
S VERMONT AVE
LOCATION 2
SEE SHT 19
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).61 53INSTALL THERMOPLASTIC PAVEMENT MARKINGS NUMERALS PER
CALTRANS STD. PLAN A24C.
54INSTALL THERMOPLASTIC PAVEMENT MARKINGS WORDS PER
CALTRANS STD. PLAN A24D AND A24E.
58INSTALL THERMOPLASTIC 12” WHITE LIMIT LINE PER CALTRANS STD.
PLAN A24G.
FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
WM
TSTS TS
TELTEL
+34 00
+35 00+35 14 +00+ 1900+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600+ 2700+ 2800 +34 00
+35 00
C INTERSECTION
35+14.23
25+27.22C VERMONT AVE=
C W CASSIDY ST
L
L
L
C INTERSECTION
35+00.00
22+00.79C VERMONT AVE=
C W 177TH ST
L
L
L
WM
AP# 6111-038-001
1005 W CASSIDY ST
AP# 6121-018-902 AP# 6121-018-900 AP# 6121-018-801 AP# 6121-019-900 AP# 6121-019-005
17800 S VERMONT AVE
AP# 6111-038-901
AP# 6111-023-900 AP# 6111-023-800
AP# 6111-041-013
171 RUBY CT
AP# 6111-041-028
139 RUBY CT
AP# 6111-041-027
150 RUBY CTAP# 6111-041-026
156 RUBY CT
AP# 6111-041-015
162 RUBY CT
AP# 6111-041-014
166 RUBY CT
AP# 6121-041-042
AP# 6121-018-900
JOIN EX
EX R/W 40 44
24'
11'
11'
(10')
(11')
22'
11'
12'
(10')
(11')
40484040 4441 60
50' 50'
(50')(50')
47 (60')
(40')
(50')
(16') 16'
(40')
(50')
TS
WM
WM
TS
WM
WM
TS
WM
WM
TSTSTS
WM
WM
WM
WM
WMTEL
WM WM
EB
EB
TS
EB
TS
EB TS
TS
+800+900+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 18 + 3400
+ 3500
+ 3600
VERMONT AVE
C INTERSECTION
35+00.00
10+00.00C VERMONT AVE=
C W 182ND ST
L
L
L
AP# 6121-019-005
17800 S VERMONT AVE AP# 6121-019-006
17902 S VERMONT AVE
AP# 6121-019-007
18000 S VERMONT AVE AP# 6121-019-902 AP# 6121-019-011
AP# 6111-041-052
251 AMETHYST CIR
AP# 6111-041-071
239 AMETHYST CIR
AP# 6111-024-010 AP# 6111-024-009
17901 S VERMONT AVE
AP# 6111-024-008 AP# 6111-024-003
1019 W 182ND ST
AP# 6111-029-004
18003 S VERMONT AVE
AP# 6111-029-003
18009 S VERMONT AVE
AP# 6111-041-028
139 RUBY CT
AP# 6111-041-070
238 AMETHYST CIRAP# 6111-041-053
252 AMETHYST CIR
AP# 6121-041-041
JOIN EX
EX R/W 49 5545404540414949
13'
12'
11'
10'
(11')
(11')
44 22'
11'
11'
(10')
(11')
22'
11'
11'
(10')
(11')
60 50'
(50')
49494140
(60')
16'(16')
(50')(50')
(40') (40')
19 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
W 182ND ST
W 177TH ST
VERMONT AVE - W 182nd ST TO BRIDGE
MATCH LINE STA 18+00 - SEE ABOVE RIGHT
LOCATION 3
HARBOR
GATEWAY
TRANSIT
CENTER
W CASSIDY ST
VERMONT AVE
MATCH LINE STA 18+00 - SEE BELOW LEFT
SEE SHT 18
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
INSTALL THERMOPLASTIC WHITE LANELINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 9.
INSTALL THERMOPLASTIC TWO-WAY LEFT TURN LANES STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20B,
DETAIL 32.
40 41
44 45
47 48
49 55
INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC DOUBLE YELLOW NO PASSING STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 22.
INSTALL THERMOPLASTIC CHANNELIZING LINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D, DETAIL 38.
INSTALL THERMOPLASTIC WHITE LANE LINE EXTENSIONS STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 40.
INSTALL THERMOPLASTIC YELLOW LANE LINE EXTENSIONS STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 41.
INSTALL THERMOPLASTIC TYPE IV ARROW (L OR R PER PLAN)
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
INSTALL 10' WIDE THERMOPLASTIC WHITE BASIC CROSSWALK PER CALTRANS STD. PLAN A24F.
FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
EB
WM
EB
EB
EB
+00+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600
00 +176 00 +177 00
+9 00 +10 00 +11 00
C INTERSECTION
10+00.00
20+22.02C 132ND ST=
C MANHATTAN PL
L
L
L
C INTERSECTION
10+02.35
24+77.94C 132ND ST=
C WILTON PL
L
L
L
(30')(30')
(18')(18')
JOIN EX
EX R/W
JOIN EX
22+95
AP# 4061-010-032
13119 S MANHATTAN PLAP# 4061-012-001
13120 S MANHATTAN PL
AP# 4061-017-036
13203 S MANHATTAN PLAP# 4061-015-001
13204 S MANHATTAN PL
AP# 4061-013-001
13151 S WESTERN AVE
AP# 4061-014-011
13215 S WESTERN AVE
AP# 4061-006-013
13126 S WESTERN AVE
AP# 4061-007-026
13200 S WESTERN AVE
10+40
9+60
EX R/W 58
58 JOIN EX
54 18'
18'
18'
18'
61 6161 5461
61 61
60 + 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 1800+ 19 +9 00 +10 00 +11 00
+39 00 +40 00 +41 00
+26 00 +27 00 +28 00
+9 00 +10 00 +11 00
C INTERSECTION
10+00.00
10+00.00C 132ND ST=
C WILTON PL
L
L
L
C INTERSECTION
40+00.00
12+57.04C 132ND ST=
C GRAMERCY PL
L
L
LC INTERSECTION
10+00.00
15+11.03C 132ND ST=
C RUTHELEN ST
L
L
LC INTERSECTION
27+00.00
17+65.02C 132ND ST=
C ST ANDREWS PL
L
L
L
(30')(30')
(18') (18')
JOIN EX
JOIN EX
JOIN EX
JOIN EX
AP# 4061-007-001
13120 S WILTON PL
AP# 4061-007-002
13116 S WILTON PL
AP# 4061-007-032
13119 GRAMERCY PL
AP# 4061-008-032
13119 RUTHELEN ST
AP# 4061-009-032
13119 S SAINT ANDREWS PL
AP# 4061-008-001
13120 GRAMERCY PL
AP# 4061-009-001
13120 RUTHELEN STAP# 4061-010-001
13120 S SAINT ANDREWS PL
AP# 4061-020-001
13204 S WILTON PL
AP# 4061-020-036
13203 GRAMERCY PL
AP# 4061-019-036
13203 RUTHELEN ST
AP# 4061-019-001
13204 GRAMERCY PLAP# 4061-018-036
13203 S SAINT ANDREWS PL
AP# 4061-018-001
13204 RUTHELEN ST
AP# 4061-017-001
13204 S SAINT ANDREWS PL
EX R/W
EX R/W 5854
18'
18'
18'18'
61 61616161
61 61
60 20
VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
132ND ST
GRAMERCY PLST ANDREWS PL
S WESTERN AVE
WILTON PLRUTHELEN ST
MANHATTAN PL
132nd ST - WILTON PL TO S WESTERN AVE
MATCH LINE STA 19+00 - SEE ABOVE RIGHT
LOCATION 4
MATCH LINE STA 19+00 - SEE BELOW LEFT
132ND ST
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
54 58
INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC PAVEMENT MARKINGS WORDS PER
CALTRANS STD. PLAN A24D AND A24E.
INSTALL THERMOPLASTIC 12” WHITE LIMIT LINE PER CALTRANS STD.
PLAN A24G.
REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).61 FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
+00+ 1900+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600+ 2700+ 2800+ 2900 +159 00 +160 00
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
C INTERSECTION
10+00.00
28+24.71C W 135TH ST=
C ALMA AVE
L
L
L
(40')(40')
(30')
(37')
(40')
(37')
AP# 6102-013-0031636 W 135TH ST
AP# 6102-013-0261600 W 135TH ST
AP# 6102-012-009
1639 W 135TH STAP# 6102-011-035
1619 W 135TH ST
AP# 6102-011-034
1603 W 135TH ST
AP# 6102-011-0301559 W 135TH ST
AP# 6102-011-029
1547 W 135TH ST
AP# 6102-011-028
1531 W 135TH ST
AP# 6102-011-0381528 W 135TH ST
AP# 6102-011-016
1515 W 135TH ST
AP# 6102-013-028
1538 W 135TH ST
AP# 6102-015-001 1530 W 135TH ST
AP# 6102-013-0261600 W 135TH STAP# 6102-016-015
1510 W 135TH ST
EX R/W
EX R/W
4041
40 40
40 40
40 18'
11'
11'
18'
18'
11'
11'
18'
50' 50'50'
50'
6060 60 61 61 61 61 6161
61 61 61 61 6140
40 41
4041
40 61
+9
00+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 18
+163 00 +164 00 +165 00
W 135TH ST
EB
EB
EB
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
C INTERSECTION
163+75.00
10+00.00C W 135TH ST=
C WESTERN AVE
L
L
L
10+75JOIN EX
(40')(40')
(30')(30')
16'14'
EX R/W
AP# 6102-012-018
13464 S WESTERN AVE
AP# 6102-013-016
13510 S WESTERN AVE
AP# 6102-013-019
1746 W 135TH ST
AP# 6102-013-0211720 W 135TH ST
AP# 6102-012-016
1715 W 135TH ST
AP# 6102-012-0151651 W 135TH ST
AP# 6102-013-0031636 W 135TH ST
AP# 4061-014-014
13429 S WESTERN AVE
AP# 4061-014-015
AP# 4061-026-034
AP# 4061-026-002AP# 4061-026-036
13511 S WESTERN AVE
EX R/W
40 40
4040 49
4541
14'11'
9'
11'
14'
19'
11'
11'
18'
50' 50'
61604161616061 61
41 40 49
40 21
VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
S WESTERN AVE
MATCH LINE 18+00 - SEE BELOW LEFT
W 135th ST - S WESTERN AVE TO BUDLONG AVE
LOCATION 5
ALMA AVE
MATCH LINE 29+50 - SEE SHEET 22
W 135TH ST
MATCH LINE 18+00 - SEE ABOVE RIGHT
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
INSTALL THERMOPLASTIC WHITE LANELINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 9. 40 41
4549
INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC DOUBLE YELLOW NO PASSING STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 22.
INSTALL THERMOPLASTIC CHANNELIZING LINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D, DETAIL 38.
INSTALL THERMOPLASTIC TYPE IV ARROW (L OR R PER PLAN)
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).61 FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
+00+ 4000+ 4100+ 4200+ 4300+ 4400+ 4500+ 4600+ 4700+ 4800+ 4900+ 5000 00 +160 00
00 +160 00
+ 162
+ 16300 +164 00
TS
WM
WM
TS
TS
EB
WM
WM
TS
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM TS
WM
C INTERSECTION
10+00.00
39+92.99C W 135TH ST=
C MARIPOSA AVE
L
L
LC INTERSECTION
10+00.00
43+15.66C W 135TH ST=
C S RAYMOND AVE
L
L
LC INTERSECTION
10+00.00
48+59.31C W 135TH ST=
C BUDLONG AVE
L
L
L
(40')(40')
(32')(32')
JOIN EXJOIN EX
JOIN EX
AP# 6115-004-0331331 W 135TH ST
AP# 6115-004-0271321 W 135TH ST
AP# 6115-004-026
1313 W 135TH ST
AP# 6115-004-025
1301 W 135TH ST
AP# 6115-004-036
1265 W 135TH ST
AP# 6115-004-037
1245 W 135TH ST
AP# 6115-004-0231241 W 135TH ST
AP# 6115-004-022
1223 W 135TH ST
AP# 6115-004-021
1219 W 135TH ST
AP# 6115-004-020
1203 W 135TH ST
AP# 6115-006-042
1324 W 135TH ST
AP# 6115-006-045
1300 W 135TH ST
AP# 6115-007-035
1246 W 135TH ST
AP# 6115-007-036
1234 W 135TH ST
AP# 6115-008-0291232 W 135TH ST
AP# 6115-008-002
1226 W 135TH ST
AP# 6115-008-003
1222 W 135TH ST AP# 6115-005-040
13507 S MARIPOSA AVE
AP# 6115-024-015
13452 S BUDLONG AVE
AP# 6115-024-016
13451 S CATALINA AVE
AP# 6115-020-013
1156 W 135TH ST
48+20
48+32
EX R/W
EX R/W
4040 40 40
40 41
404040
40 40
41 19'
12'
12'
20'
20'
12'
11'20'
50'
50'
50'
50'
50'
50'
50'
50'
50'
50'
6140
61 6161
61 616161
61 61
4148
604040
4040
416060 61
+ 3000+ 3100+ 3200+ 3300+ 3400+ 3500+ 3600+ 3700+ 3800+ 39 +160 00 +161 00
+163 00 +164 00 +165 00
WM
WM
WM
WM
WM
WM
TS
WM
TS
EB
TS
EB
WM
WM
TS
TS
WM
TS
TS
TS
WM
WM
TS
C INTERSECTION
10+00.00
30+58.22C W 135TH ST=
C HALLDALE AVE
L
L
L
C INTERSECTION
163+76.93
36+50.32C W 135TH ST=
C NORMANDIE AVE
L
L
L
(40')(40')
(30')(30')
JOIN EX JOIN EX
AP# 6102-010-019
1451 W 135TH ST
AP# 6102-010-018
1443 W 135TH ST
AP# 6102-010-0171435 W 135TH ST
AP# 6102-010-0161421 W 135TH STAP# 6102-010-009
1415 W 135TH ST
AP# 6102-010-008
13429 S
NORMANDIE AVE
AP# 6102-016-0161500 W 135TH ST
AP# 6102-016-030
1440 W 135TH ST
AP# 6102-016-0261430 W 135TH ST
AP# 6102-016-018
1424 W 135TH ST
AP# 6102-016-022
13507 S NORMANDIE AVE
AP# 6115-004-031
13428 S NORMANDIE AVE
AP# 6115-005-038
13506 S NORMANDIE AVE
AP# 6115-004-030
1349 W 135TH ST
AP# 6115-005-040
13507 S MARIPOSA AVE
AP# 6102-011-016
1515 W 135TH ST
AP# 6102-016-015
1510 W 135TH ST
EX R/W
EX R/W
4040 40
40 41
4040
41 40 45
40 49494045 494940
4040 41 55
55 18'
12'
11'
19'
11'11'
9'
11'
17'
13'
11'
10'
10'19'
50'
50'
50'
50'
50'
50'
50'
50'
61 6161
61 616161
616161
61 60
41 60
41 61
22 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MATCH LINE 39+00 - SEE BELOW LEFT
W 135th ST - S WESTERN AVE TO BUDLONG AVE
MATCH LINE 29+50 - SEE SHEET 21
LOCATION 5
NORMANDIE AVE
MARIPOSA AVES RAYMOND AVE
BUDLONG AVE
W 135TH ST
MATCH LINE 39+00 - SEE ABOVE RIGHT
W 135TH ST
HALLDALE AVE
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
INSTALL THERMOPLASTIC WHITE LANELINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 9. 40 41
45 49
INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC DOUBLE YELLOW NO PASSING STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 22.
INSTALL THERMOPLASTIC CHANNELIZING LINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D, DETAIL 38.
INSTALL THERMOPLASTIC TYPE IV ARROW (L OR R PER PLAN)
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).
61 48INSTALL THERMOPLASTIC YELLOW LANE LINE EXTENSIONS STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 41.
55INSTALL 10' WIDE THERMOPLASTIC WHITE BASIC CROSSWALK PER CALTRANS STD. PLAN A24F.
FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
WM
WM
WM
WM
TS
WM
TEL
WM
WM
WM
WM
TS
EB
TS
WM
EB
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
+100 00 +101 00
+101 00 +102 00 +103 00
+100 00 +101 00
+00+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500+ 2600+ 2700+ 2800+ 29
JOINEXJOINEX
JOINEX
(30')
(18')
(40')
(28')
C INTERSECTION
100+00.00
20+01.43C MARINE AVE=
C LA SALLE AVE
L
L
L
C INTERSECTION
102+00.00
23+23.57C MARINE AVE=
C DENKER AVE
L
L
L
C INTERSECTION
100+00.00
26+54.55C MARINE AVE=
C S KINGSLEY DR
L
L
L
1632 MARINE AVE
AP# 6103-017-007
1628 MARINE AVE
AP# 6103-017-006
1624 MARINE AVE
AP# 6103-017-005
1620 MARINE AVE
AP# 6103-017-004
1616 MARINE AVE
AP# 6103-017-003
1612 MARINE AVE
AP# 6103-017-002
1608 MARINE AVE
AP# 6103-017-001
1604 MARINE AVE
AP# 6103-006-025
1546 MARINE AVE
AP# 6103-006-0261542 MARINE AVE
AP# 6103-006-027
1538 MARINE AVE
AP# 6103-006-028
1532 MARINE AVE
AP# 6103-006-029
1528 MARINE AVE
AP# 6103-006-030
1524 MARINE AVE
AP# 6103-006-031
1520 MARINE AVE
AP# 6103-006-032
1516 MARINE AVE
AP# 6103-006-033
1512 MARINE AVE
AP# 6103-006-034
1508 MARINE AVE
AP# 6103-006-035
1504 MARINE AVE
AP# 6103-023-029
1637 MARINE AVE
AP# 6103-024-030
1623 MARINE AVE
AP# 6103-024-002
1619 MARINE AVE
AP# 6103-024-003
1615 MARINE AVE
AP# 6103-024-004
1609 MARINE AVE
AP# 6103-024-005
1601 MARINE AVE
AP# 6103-025-002
1555 MARINE AVE
AP# 6103-025-001
15030 S DENKER AVE
AP# 6103-025-033
1549 MARINE AVE
AP# 6103-025-004
1545 MARINE AVE
AP# 6103-025-005
1541 MARINE AVE
AP# 6103-025-006
1537 MARINE AVEAP# 6103-026-002
1525 MARINE AVE
AP# 6103-026-003
1519 MARINE AVE
AP# 6103-026-004
1515 MARINE AVE
AP# 6103-026-005
1511 MARINE AVE
AP# 6103-023-005
1641 MARINE AVE
101+35
102+28
100+28
EX R/W
EX R/W 4141
50 4949
70 70
45 4949
4144
44 4944
44 41
23'22'
18'
10'
18'
18'
10'
18'
EB
EB
EB
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
EB
WM
WM
WM
WM
WM
WM
00 +131 00 +132 00
+100 00 +101 00
+99 00 +100 00 +900+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 1800+ 19
JOIN EX
JOINEX
JOINEX
(30')(40')
(20')(28')
(32')
(30')
(18')
(40')
(28')
C INTERSECTION
131+48.00
10+00.00C MARINE AVE=
C WESTERN AVE
L
L
L
C INTERSECTION
100+00.00
16+60.31C MARINE AVE=
C HARVARD BLVD
L
L
L
C INTERSECTION
100+00.00
16+86.35C MARINE AVE=
C HARVARD BLVD
L
L
L
AP# 4063-005-047
15103 S WESTERN AVE
AP# 4062-017-050
15019 S WESTERN AVE
AP# 6103-021-031
15032 S WESTERN AVE
AP# 6103-018-027
15106 S WESTERN AVE
AP# 6103-021-0641745 MARINE AVE
AP# 6103-018-026
1736 MARINE AVE
AP# 6103-018-0061724 MARINE AVE
AP# 6103-018-005
1720 MARINE AVE
AP# 6103-018-004
1716 MARINE AVE
AP# 6103-018-0031712 MARINE AVE
AP# 6103-018-002
1708 MARINE AVE
AP# 6103-018-001
1704 MARINE AVE
AP# 6103-017-011
1644 MARINE AVE
AP# 6103-021-064
1745 MARINE AVE
AP# 6103-021-036
1733 MARINE AVE
AP# 6103-021-037
1725 MARINE AVE
AP# 6103-021-038
1717 MARINE AVE
AP# 6103-021-0391711 MARINE AVE
AP# 6103-021-040
1707 MARINE AVE
AP# 6103-021-041
15011 S HARVARD BLVDAP# 6103-023-031
15020 S HARVARD BLVD
AP# 6103-021-037
1725 MARINE AVE
AP# 6103-021-038
1717 MARINE AVE
AP# 6103-017-010
1640 MARINE AVE
AP# 6103-017-0091636 MARINE AVE
AP# 6103-017-008
1632 MARINE AVE
AP# 6103-023-005
1641 MARINE AVE
99+35
100+30 404540 55
41 4949
40405050
41 11'
10'
10'
9'
12'
21'
9'17'
18'
28'
23 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MARINE AVE - S WESTERN AVE TO VERMONT AVE
LOCATION 6
S WESTERN AVE
MARINE AVE
HARVARD BLVD
HARVARD BLVD
LA SALLE AVEDENKER AVES KINGSLEY DR
MARINE AVE
MATCH LINE 19+00 - SEE BELOW LEFT
MATCH LINE 19+00 - SEE ABOVE RIGHT
MATCH LINE 29+00 - SEE SHEET 24
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
INSTALL THERMOPLASTIC WHITE LANELINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 9.
INSTALL THERMOPLASTIC TWO-WAY LEFT TURN LANES STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20B,
DETAIL 32.
40 41
44 45
49 50
55 INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC DOUBLE YELLOW NO PASSING STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 22.
INSTALL THERMOPLASTIC CHANNELIZING LINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D, DETAIL 38.
INSTALL THERMOPLASTIC TYPE IV ARROW (L OR R PER PLAN)
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
INSTALL THERMOPLASTIC TYPE VI ARROW (L OR R PER PLAN)
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
INSTALL 10' WIDE THERMOPLASTIC WHITE BASIC CROSSWALK PER CALTRANS STD. PLAN A24F.
REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).
61 INSTALL 10' WIDE THERMOPLASTIC YELLOW BASIC CROSSWALK PER CALTRANS STD. PLAN A24F.
70 50'
50'
50'
50'
61 61
61 61
61616161
61 61 61 61
6161
61 61
61 6161
4141
41 41
6060
40406040
45 FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
EB
WM
+100 00 +101 00
+99 00 +100 00 +101 00
+100 00 +101 00
+00+ 4000+ 4100+ 4200+ 4300+ 4400+ 4500+ 4600+ 4700+ 4800 JOINEX
JOIN EXJOIN EX
(20')
(15')
(25')
(18')
C INTERSECTION
100+00.00
39+81.43C MARINE AVE=
C MARIPOSA AVE
L
L
LC INTERSECTION
100+00.00
43+07.60C MARINE AVE=
C S RAYMOND AVE
L
L
LC INTERSECTION
100+00.00
46+32.60C MARINE AVE=
C VAN BUREN AVE
L
L
L
AP# 6114-009-068
1336 MARINE AVE
AP# 6114-009-044
1332 MARINE AVE
AP# 6114-009-046
1328 MARINE AVE
AP# 6114-009-069
1324 MARINE AVE
AP# 6114-009-047
1320 MARINE AVE
AP# 6114-009-045
1316 MARINE AVE
AP# 6114-009-048
15103 S RAYMOND AVE
AP# 6114-012-077
15112 S RAYMOND AVE
AP# 6114-012-0671242 MARINE AVE
AP# 6114-012-079
1238 MARINE AVE
AP# 6114-012-008
1234 MARINE AVE
AP# 6114-012-0681228 MARINE AVE
AP# 6114-012-010
1224 MARINE AVE
AP# 6114-012-078
1218 MARINE AVE
AP# 6114-008-034
15032 S MARIPOSA AVE
AP# 6114-008-0161305 MARINE AVE
AP# 6114-013-002
1257 MARINE AVE
AP# 6114-013-001
1251 MARINE AVE
AP# 6114-013-014
15031 VAN BUREN AVE
AP# 6114-014-001
15032 VAN BUREN AVE
AP# 6114-014-028
15029 S BUDLONG AVE
AP# 6114-012-069
15105 S BUDLONG AVE
AP# 6114-007-030
1335 MARINE AVE
100+30
99+67EX R/W
EX R/W 41414141
19'
18'
19'18'
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
EB
WM
WM
TS
WM
TS
TS
WM
WMEB
WM
WM
WM
+99 00 +100 00+100 00 +101 00
+00+ 3000+ 3100+ 3200+ 3300+ 3400+ 3500+ 3600+ 3646
+110 00 +111 00 +112 00
+ 3646+ 3700+ 3800+ 39
JOIN EX
JOINEX
JOIN EX
(30')
(18')
(40')
(28')
(40')
(28')
(40')
(28')
(30')
(40')
(30')
(35')
(20')
(15')
(25')
(18')
C INTERSECTION
100+00.00
29+83.57C MARINE AVE=
C HALLDALE AVE
L
L
L
C INTERSECTION
100+00.00
29+85.25C MARINE AVE=
C HALLDALE AVE
L
L
L
C INTERSECTION
111+02.75
36+46.43C MARINE AVE=
C NORMANDIE AVE
L
L
L
C INTERSECTION
110+93.76
36+46.43C MARINE AVE=
C NORMANDIE AVE
L
L
L
AP# 6103-006-036
1500 MARINE AVEAP# 6103-001-020
1458 MARINE AVE
AP# 6103-001-0241450 MARINE AVE
AP# 6103-001-060
1448 MARINE AVE
AP# 6103-001-0071438 MARINE AVE
AP# 6103-001-062
1426 MARINE AVE
AP# 6103-001-022
1418 MARINE AVE
AP# 6103-001-021
15105 S NORMANDIE AVEAP# 6114-009-006
15100 S NORMANDIE AVE
AP# 6114-009-043
1340 MARINE AVE
AP# 6103-026-006
15029 HALLDALE AVE
AP# 6103-029-241
1453 MARINE AVE
AP# 6103-029-003
1451 MARINE AVE
AP# 6103-029-059
1447 MARINE AVE
AP# 6103-029-072
15000 HALLDALE AVE
AP# 6103-029-055
1415 MARINE AVE
AP# 6103-029-118
AP# 6103-029-117
1401 MARINE AVE
AP# 6114-007-0301335 MARINE AVE
AP# 6114-007-039
15032 S NORMANDIE AVE
AP# 6114-009-068
1336 MARINE AVE
100+43
110+57
EX R/W
EX R/W
111+51 4149
45 41
494944
44 41
4949
55 55
45 4949
41 28'
10'
18'
28'
14'
13'
19'
19'
24 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MARINE AVE - S WESTERN AVE TO VERMONT AVE
LOCATION 6
VAN BUREN AVE S RAYMOND AVE MARIPOSA AVE
NORMANDIE AVE HALLDALE AVE
MARINE AVE
MARINE AVE
MATCH LINE 39+00 - SEE BELOW LEFT
MATCH LINE 39+00 - SEE ABOVE RIGHT
MATCH LINE 48+50 - SEE SHEET 25
MATCH LINE 29+00 - SEE SHEET 23
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
INSTALL THERMOPLASTIC WHITE LANELINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 9.
INSTALL THERMOPLASTIC TWO-WAY LEFT TURN LANES STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20B,
DETAIL 32.
40 41
44 45
49 55
INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT MARKER
PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC DOUBLE YELLOW NO PASSING STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 22.
INSTALL THERMOPLASTIC CHANNELIZING LINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D, DETAIL 38.
INSTALL THERMOPLASTIC TYPE IV ARROW (L OR R PER PLAN)
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
INSTALL 10' WIDE THERMOPLASTIC WHITE BASIC CROSSWALK PER CALTRANS STD. PLAN A24F.
REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).
61 58INSTALL THERMOPLASTIC 12” WHITE LIMIT LINE PER CALTRANS STD.
PLAN A24G.
61 6161
61 616161616161
61 61 61
61 6161616161 6161
6045
45 60
41 40
41 40
45 58
6041
FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
WM
EB
WM
EB
WM
WM
EB
WM
EB
EB
+109 00
+110 00 +111 00
+ 5800+ 5900+ 6000+ 6100+ 6200 +6205
(20')
(18')
(25')
(18')
(35')
C INTERSECTION
110+15.13
62+04.59C MARINE AVE=
C VERMONT AVE
L
L
L
JOIN EX
AP# 6114-029-013
1028 MARINE AVE
AP# 6114-029-014
15115 S VERMONT AVE
AP# 6114-030-014
15013 S VERMONT AVE
AP# 6114-030-902
1048 W 149TH ST
61+18 EX R/W
EX R/W 4149
49 455454
15'
20'
14'
9'
12'
WM
EB
WM
WM
WM
WM
WM
WM
WM
EB
WM
WM
WM
EB
EB
EB
EB
+110 00 +111 00
+109 00
+110 00
+99 00 +100 00 +101 00
+ 4900+ 5000+ 5100+ 5200+ 5300+ 5400+ 5500
+ 5600+ 5700
JOIN EX
JOIN EX
JOIN EX
(20')
(15')
(25')
(18')
(35')
(18')
(20')
(18')
(25')
(18')
C INTERSECTION
109+99.90
49+67.60C MARINE AVE=
C BUDLONG AVE
L
L
L
C INTERSECTION
110+00.00
49+69.13C MARINE AVE=
C BUDLONG AVE
L
L
L
C INTERSECTION
100+00.00
56+27.96C MARINE AVE=
C BERENDO AVE
L
L
L
AP# 6114-012-069
15105 S BUDLONG AVE
AP# 6114-026-0591156 MARINE AVE
AP# 6114-026-023
1158 MARINE AVE
AP# 6114-026-028
1152 MARINE AVE
AP# 6114-026-029
1148 MARINE AVE
AP# 6114-026-0571142 MARINE AVE
AP# 6114-026-042
1130 MARINE AVE
AP# 6114-026-0521126 MARINE AVE
AP# 6114-026-050
1120 MARINE AVE
AP# 6114-026-045
15101 S BERENDO AVE
AP# 6114-029-0091048 MARINE AVE
AP# 6114-030-902
1048 W 149TH ST
AP# 6114-025-013
1169 MARINE AVE
AP# 6114-025-014
1163 MARINE AVE
AP# 6114-025-015
1157 MARINE AVE
AP# 6114-025-016
1151 MARINE AVE
AP# 6114-025-0171145 MARINE AVE
AP# 6114-025-018
1139 MARINE AVE
AP# 6114-025-019
1133 MARINE AVE
AP# 6114-025-0201127 MARINE AVE
AP# 6114-025-021
1127 MARINE AVE
AP# 6114-025-022
1115 MARINE AVE
AP# 6114-025-0231109 MARINE AVE
AP# 6114-025-024
1103 MARINE AVE
AP# 6114-014-028
15029 S BUDLONG AVE
100+39
EX R/W
EX R/W
4145
4949
56 5645 49
49 4149
4549
56 5641
49 49 45
12'
10'
13'
15'
21'
14'
9'12'
24'
13'
57 (11')
(11')
(11')
(11')
(12')
(11')
25 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MARINE AVE - S WESTERN AVE TO VERMONT AVE
LOCATION 6
VERMONT AVE
BERENDO AVE BUDLONG AVE
MARINE AVE
MARINE AVE
MATCH LINE 57+50 - SEE BELOW LEFT
MATCH LINE 57+50 - SEE ABOVE RIGHT MATCH LINE 48+50 - SEE SHEET 24
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
41 45
49 INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC DOUBLE YELLOW NO PASSING STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL 22.
INSTALL THERMOPLASTIC CHANNELIZING LINE STRIPE WITH RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D, DETAIL 38.
INSTALL THERMOPLASTIC TYPE IV ARROW (L OR R PER PLAN)
PAVEMENT MARKINGS PER CALTRANS STD. PLAN A24A.
REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).
61 54INSTALL THERMOPLASTIC PAVEMENT MARKINGS WORDS PER
CALTRANS STD. PLAN A24D AND A24E.
56 61616161616161
4141
41 41 60
FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
INSTALL CONTINENTAL CROSSWALK WITH 5' LIMIT LINE SETBACK PER CALTRANS STD. PLAN A24F. LIMIT LINE SHALL BE 12" WHITE PER CALTRANS STD. PLAN A24G. CROSSWALK WIDTH TO BE SHOWN ON THE PLAN.
+00+ 1900+ 2000+ 2100+ 2200+ 2300+ 2400
+130 00 +131 00 +132 00
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
EB
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
EB
EB
WM
WM
C INTERSECTION
130+74.06
23+20.11C W 145TH ST=
C WESTERN AVE
L
L
L
(25')
(15')
(27')
(20')
(25')
(15')
AP# 4062-004-0141845 W 145TH ST
AP# 4062-004-0781835 W 145TH ST
AP# 4062-004-057
1827 W 145TH ST
AP# 4062-004-0691815 W 145TH ST
AP# 4062-004-083
14421 S WESTERN AVE
AP# 4062-005-011
1848 W 145TH ST
AP# 4062-005-010
1842 W 145TH ST
AP# 4062-005-0531838 W 145TH ST
AP# 4062-005-066
1834 W 145TH ST
AP# 4062-005-042
1830 W 145TH ST
AP# 4062-005-065
1818 W 145TH ST
AP# 4062-005-001
14501 S WESTERN AVE
AP# 6103-003-063
14400 S WESTERN AVE
AP# 6103-014-041
14500 S WESTERN AVE
(25')
(15')
EX R/W
EX R/W5458
15'
20'
15'
15'
+900+
1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 18
+9 00 +10 00 +11 00
+9 00 +10 00 +11 00
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
C INTERSECTION
10+00.00
10+00.00C W 145TH ST=
C GRAMERCY PL
L
L
L
C INTERSECTION
10+00.00
16+24.83C W 145TH ST=
C ST ANDREWS PL
L
L
L
(25')(25')
(15') (15')
(27')
(20')
(27')
(20')
(27')
(25')(25')
(15') (15')
(25')(25')
(15') (15')
(20')
(27')(27')
(15') (15')
JOIN EX
JOIN EX
AP# 4062-002-037
2007 W 145TH ST
AP# 4062-002-0382003 W 145TH ST
AP# 4062-003-009
14450 GRAMERCY PL
AP# 4062-008-002
2006 W 145TH ST
AP# 4062-003-0101945 W 145TH ST
AP# 4062-007-0081946 W 145TH ST
AP# 4062-008-0012002 W 145TH STAP# 4062-007-009
14500 GRAMERCY PL
AP# 4062-003-0111937 W 145TH ST
AP# 4062-003-0121931 W 145TH ST
AP# 4062-003-0381925 W 145TH ST
AP# 4062-003-014
1919 W 145TH ST
AP# 4062-003-015
1915 W 145TH ST
AP# 4062-003-016
1909 W 145TH ST
AP# 4062-003-035
14425 S SAINT ANDREWS PL
AP# 4062-007-007
1940 W 145TH ST
AP# 4062-007-006
1932 W 145TH ST
AP# 4062-007-0051926 W 145TH ST
AP# 4062-007-064
1924 W 145TH ST
AP# 4062-007-003
1916 W 145TH ST
AP# 4062-007-002
1912 W 145TH ST
AP# 4062-007-001
1904 W 145TH ST
AP# 4062-005-013
1856 W 145TH ST
AP# 4062-004-010
1859 W 145TH ST
AP# 4062-004-011
1855 W 145TH ST
AP# 4062-004-0121851 W 145TH ST
AP# 4062-004-013
1847 W 145TH ST
AP# 4062-005-051
1852 W 145TH ST
EX R/W
EX R/W
5854
5458
5854
15'
15'
15'
20'
15'
15'
26 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
W 145TH ST
GRAMERCY PLST ANDREWS PL
MATCH LINE STA 18+00 - SEE BELOW LEFT
145th ST - GRAMERCY PL TO S WESTERN AVE
MATCH LINE STA 18+00 - SEE ABOVE RIGHT
LOCATION 7
S WESTERN AVE
W 145TH ST
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
54 58
INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 INSTALL THERMOPLASTIC PAVEMENT MARKINGS WORDS PER
CALTRANS STD. PLAN A24D AND A24E.
INSTALL THERMOPLASTIC 12” WHITE LIMIT LINE PER CALTRANS STD.
PLAN A24G.
REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).61 61 61
61 61
60 61
FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
+900+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 18 +77 00 +78 00 +79 00
+40 00 +41 00
+39 00 +40 00
AP# 4066-025-025
16531 S WESTERN AVE
AP# 4094-001-008
16601 S WESTERN AVE
AP# 6106-001-001
16604 S WESTERN AVE
AP# 6106-001-005
1744 W 166TH ST
AP# 6105-001-001
16522 S WESTERN AVE
AP# 6106-001-001
16604 S WESTERN AVE
AP# 6106-001-005
1744 W 166TH ST
AP# 6106-002-001
1728 W 166TH ST
AP# 6106-002-003
1722 W 166TH ST
AP# 6106-002-004
1718 W 166TH ST
AP# 6106-002-005
1712 W 166TH ST
AP# 6106-002-006
1708 W 166TH ST
AP# 6106-002-0071702 W 166TH ST
AP# 6106-002-008
1658 W 166TH ST
AP# 6106-002-009
1654 W 166TH ST
AP# 6105-001-010
1747 W 166TH ST
AP# 6105-001-0111741 W 166TH ST
AP# 6105-001-012
1737 W 166TH ST
AP# 6105-001-013
1731 W 166TH ST
AP# 6105-001-0211723 W 166TH ST
AP# 6105-001-020
1723 W 166TH ST
AP# 6105-001-019
1719 W 166TH ST
AP# 6105-001-0181715 W 166TH ST
AP# 6105-001-026
16521 S HARVARD BLVD
AP# 6105-003-019
16518 S HARVARD BLVD
AP# 6105-003-018
1653 W 166TH ST
+900+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 18 +77 00 +78 00 +79 00
+40 00 +41 00
+39 00 +40 00
AP# 4066-025-025
16531 S WESTERN AVE
AP# 4094-001-008
16601 S WESTERN AVE
AP# 6106-001-001
16604 S WESTERN AVE
AP# 6106-001-005
1744 W 166TH ST
AP# 6105-001-001
16522 S WESTERN AVE
AP# 6106-001-001
16604 S WESTERN AVE
AP# 6106-001-005
1744 W 166TH ST
AP# 6106-002-001
1728 W 166TH ST
AP# 6106-002-003
1722 W 166TH ST
AP# 6106-002-004
1718 W 166TH ST
AP# 6106-002-005
1712 W 166TH ST
AP# 6106-002-006
1708 W 166TH ST
AP# 6106-002-0071702 W 166TH ST
AP# 6106-002-008
1658 W 166TH ST
AP# 6106-002-009
1654 W 166TH ST
AP# 6105-001-010
1747 W 166TH ST
AP# 6105-001-0111741 W 166TH ST
AP# 6105-001-012
1737 W 166TH ST
AP# 6105-001-013
1731 W 166TH ST
AP# 6105-001-0211723 W 166TH ST
AP# 6105-001-020
1723 W 166TH ST
AP# 6105-001-019
1719 W 166TH ST
AP# 6105-001-0181715 W 166TH ST
AP# 6105-001-026
16521 S HARVARD BLVD
AP# 6105-003-019
16518 S HARVARD BLVD
AP# 6105-003-018
1653 W 166TH ST
EB
WM
TS
EB
TS
WM
WM
TS
TS
TS
TS
TS
TS
WM WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
TS
JOIN EX
2 EA2 EA
+00+ 1900+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500
+40 00 +41 00
+39 00 +40 00
+40 00 +41 00
AP# 6106-002-010
1648 W 166TH ST
AP# 6106-002-0111644 W 166TH ST
AP# 6106-002-012
1638 W 166TH ST
AP# 6106-002-013
1634 W 166TH ST
AP# 6106-002-0141628 W 166TH ST
AP# 6106-002-015
1624 W 166TH ST
AP# 6106-002-016
1618 W 166TH ST
AP# 6106-002-0171614 W 166TH ST
AP# 6106-002-041
1600 W 166TH ST
AP# 6106-002-041
1600 W 166TH ST
AP# 6105-003-018
1653 W 166TH ST
AP# 6105-003-036
16518 LA SALLE AVE
AP# 6105-003-037
1635 W 166TH ST
AP# 6105-003-016
16519 LA SALLE AVE
AP# 6105-003-0171649 W 166TH ST
AP# 6105-003-0381623 W 166TH ST
AP# 6105-003-039
1619 W 166TH ST
AP# 6105-003-040
1615 W 166TH ST
AP# 6105-003-0411611 W 166TH ST
AP# 6105-017-069
16524 S DENKER AVE
AP# 6105-003-042
1601 W 166TH ST
AP# 6106-023-028
16610 S DENKER AVE
AP# 6106-023-0271552 W 166TH ST
AP# 6106-023-013
1550 W 166TH ST
AP# 6106-023-012
1544 W 166TH ST
AP# 6106-023-0111538 W 166TH ST
+00+ 1900+ 2000+ 2100+ 2200+ 2300+ 2400+ 2500
+40 00 +41 00
+39 00 +40 00
+40 00 +41 00
AP# 6106-002-010
1648 W 166TH ST
AP# 6106-002-0111644 W 166TH ST
AP# 6106-002-012
1638 W 166TH ST
AP# 6106-002-013
1634 W 166TH ST
AP# 6106-002-0141628 W 166TH ST
AP# 6106-002-015
1624 W 166TH ST
AP# 6106-002-016
1618 W 166TH ST
AP# 6106-002-0171614 W 166TH ST
AP# 6106-002-041
1600 W 166TH ST
AP# 6106-002-041
1600 W 166TH ST
AP# 6105-003-018
1653 W 166TH ST
AP# 6105-003-036
16518 LA SALLE AVE
AP# 6105-003-037
1635 W 166TH ST
AP# 6105-003-016
16519 LA SALLE AVE
AP# 6105-003-0171649 W 166TH ST
AP# 6105-003-0381623 W 166TH ST
AP# 6105-003-039
1619 W 166TH ST
AP# 6105-003-040
1615 W 166TH ST
AP# 6105-003-0411611 W 166TH ST
AP# 6105-017-069
16524 S DENKER AVE
AP# 6105-003-042
1601 W 166TH ST
AP# 6106-023-028
16610 S DENKER AVE
AP# 6106-023-0271552 W 166TH ST
AP# 6106-023-013
1550 W 166TH ST
AP# 6106-023-012
1544 W 166TH ST
AP# 6106-023-0111538 W 166TH ST
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
(15')
27 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
MATCH LINE STA 18+00 - SEE BELOW LEFT
MATCH LINE STA 18+00 - SEE ABOVE RIGHT
MATCH LINE STA 25+50 - SEE SHEET 28
166TH ST
WESTERN AVEHARVARD BLVD
DENKER AVE
S HOBART RD
LA SALLE AVE
DENKER AVE
166TH ST
166TH ST - WESTERN AVE TO NORMANDIE AVE
LOCATION 8
SIGNING & STRIPING PLAN
SIGNING & STRIPING CONSTRUCTION NOTES
INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).61
REMOVE EXISTING PAINT/THERMOPLASTIC STRIPING AND
RAISED PAVEMENT MARKERS AND INSTALL PAINTED
(2-COATS) DOUBLE YELLOW NO PASSING STRIPE WITH RAISED
PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL
22. 62
REMOVE EXISTING PAINT/THERMOPLASTIC STRIPING AND
RAISED PAVEMENT MARKERS AND INSTALL PAINTED
(2-COATS) TWO-WAY LEFT TURN LANES STRIPE WITH RAISED
PAVEMENT MARKERS PER CALTRANS STD. PLAN A20B, DETAIL
32. 63
REMOVE EXISTING PAINT/THERMOPLASTIC STRIPING AND
RAISED PAVEMENT MARKERS AND INSTALL PAINTED
(2-COATS) CHANNELIZING LINE STRIPE WITH RAISED
PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D, DETAIL
38. 64
REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS AND INSTALL PAINTED (2-COATS) TYPE IV ARROW
(L OR R PER PLAN) PAVEMENT MARKINGS PER CALTRANS STD.
PLAN A24A.
65 REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS AND INSTALL PAINTED (2-COATS) PAVEMENT
MARKINGS WORDS PER CALTRANS STD. PLAN A24D AND A24E.
66 REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS AND INSTALL PAINTED (2-COATS) WHITE BASIC
CROSSWALK PER CALTRANS STD. PLAN A24F.
67 REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS AND INSTALL CONTINENTAL CROSSWALK WITH 5'
LIMIT LINE SETBACK PER CALTRANS STD. PLAN A24F. LIMIT
LINE SHALL BE 12" WHITE PER CALTRANS STD. PLAN A24G.
CROSSWALK WIDTH TO BE SHOWN ON THE PLAN.
68 REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS
71 61646263
6765616061636961
63 63
696163
63 63616362
6165666969
61 6662
63606163616961
6468
FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
UPGRADE EXISTING PEDESTRIAN PUSH BUTTON TO POLARA
APS PPB PER TECHNICAL SPECIFICATIONS SECTION 46.
INSTALL PER MANUFACTURERS RECOMMENDATIONS.
30 30 30
3030
CONSTRUCTION NOTES
+56 00
+57 00
+58 00
+00+ 3400+ 3500+ 3600+ 3700+ 3800+ 3900+ 4000
+39 00 +40 00+40 00 +41 00
AP# 6106-027-003
1440 W 166TH ST
AP# 6106-027-005
1434 W 166TH ST
AP# 6106-027-0061432 W 166TH ST
AP# 6106-027-040
1414 W 166TH ST
AP# 6106-027-023
16601 S NORMANDIE AVE
AP# 6111-010-035
16602 S NORMANDIE AVE
AP# 6111-007-017
AP# 6105-019-048
1439 W 166TH ST
AP# 6105-019-049
16537 BRIGHTON AVE
AP# 6105-019-022
16526 BRIGHTON AVE
AP# 6105-019-023
16537 S NORMANDIE AVE
AP# 6105-019-048
1439 W 166TH ST
+56 00
+57 00
+58 00
+00+ 3400+ 3500+ 3600+ 3700+ 3800+ 3900+ 4000
+39 00 +40 00+40 00 +41 00
AP# 6106-027-003
1440 W 166TH ST
AP# 6106-027-005
1434 W 166TH ST
AP# 6106-027-0061432 W 166TH ST
AP# 6106-027-040
1414 W 166TH ST
AP# 6106-027-023
16601 S NORMANDIE AVE
AP# 6111-010-035
16602 S NORMANDIE AVE
AP# 6111-007-017
AP# 6105-019-048
1439 W 166TH ST
AP# 6105-019-049
16537 BRIGHTON AVE
AP# 6105-019-022
16526 BRIGHTON AVE
AP# 6105-019-023
16537 S NORMANDIE AVE
AP# 6105-019-048
1439 W 166TH ST
WM
WM
EB
EB
EB
WM
TS
TS
EB
TS
TS
TS
TS
TS
TS
JOIN EX
+ 26
00+ 2700+
2800
+ 2900+ 3000+ 3100+ 3200+ 33
+39 00 +40 00 +40 00
+39 00 +40 00
+40 00 +41 00
+40 00 +41 00
AP# 6105-017-069
16524 S DENKER AVE
AP# 6105-017-057
16527 S DALTON AVE
AP# 6106-023-011
1538 W 166TH ST
AP# 6106-024-027
16606 S DALTON AVE
AP# 6106-024-027
16606 S DALTON AVE
AP# 6105-017-037
16508 S DALTON AVE
AP# 6105-017-037
16508 S DALTON AVE
AP# 6106-027-001
1470 W 166TH ST
AP# 6106-027-0451462 W 166TH ST
AP# 6106-027-045
1462 W 166TH ST
AP# 6105-019-035
16526 HALLDALE AVE
+ 26
00+ 2700+
2800
+ 2900+ 3000+ 3100+ 3200+ 33
+39 00 +40 00 +40 00
+39 00 +40 00
+40 00 +41 00
+40 00 +41 00
AP# 6105-017-069
16524 S DENKER AVE
AP# 6105-017-057
16527 S DALTON AVE
AP# 6106-023-011
1538 W 166TH ST
AP# 6106-024-027
16606 S DALTON AVE
AP# 6106-024-027
16606 S DALTON AVE
AP# 6105-017-037
16508 S DALTON AVE
AP# 6105-017-037
16508 S DALTON AVE
AP# 6106-027-001
1470 W 166TH ST
AP# 6106-027-0451462 W 166TH ST
AP# 6106-027-045
1462 W 166TH ST
AP# 6105-019-035
16526 HALLDALE AVE
WM
WM
WM
WM
WM
WM
EB
EB
WM
WM
WM
WM
WM
WM
WM
28 VARIOUS STREET REHABS
VARIOUS LOCATIONS
28 8-1073
PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP MATCH LINE STA 33+00 - SEE BELOW LEFT MATCH LINE STA 33+00 - SEE ABOVE RIGHT MATCH LINE STA 25+50 - SEE SHEET 27 166TH ST - WESTERN AVE TO NORMANDIE AVE
LOCATION 8
SIGNING & STRIPING PLAN
HALLDALE AVE
166TH ST
166TH ST
DALTON AVE
DALTON AVEHALLDALE AVE
NORMANDIE AVE BRIGHTON AVE
SIGNING & STRIPING CONSTRUCTION NOTES
INSTALL BLUE TWO-WAY REFLECTIVE RAISED PAVEMENT
MARKER PER CA MUTCD FIGURE 3B-102 (CA).
60 REPAINT EXISTING PAINTED CURB (MATCH EXISTING COLOR).61
REMOVE EXISTING PAINT/THERMOPLASTIC STRIPING AND
RAISED PAVEMENT MARKERS AND INSTALL PAINTED
(2-COATS) DOUBLE YELLOW NO PASSING STRIPE WITH RAISED
PAVEMENT MARKERS PER CALTRANS STD. PLAN A20A, DETAIL
22. 62
REMOVE EXISTING PAINT/THERMOPLASTIC PAVEMENT
MARKINGS AND INSTALL PAINTED (2-COATS) 12” WHITE LIMIT
LINE PER CALTRANS STD. PLAN A24G.
69 60
61 61
61 6161
61 61
61 6161
61 6161
6161
61 6262626262
62 62
6969
69 69
69 FOR SIGNING & STRIPING GENERAL NOTES SEE SHT 16
UPGRADE EXISTING PEDESTRIAN PUSH BUTTON TO POLARA
APS PPB PER TECHNICAL SPECIFICATIONS SECTION 46.
INSTALL PER MANUFACTURERS RECOMMENDATIONS.
30 CONSTRUCTION NOTES
3030
3030
24 FURNISH AND INSTALL ALPHA -1100 RUGGED UPS BATTERY
BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR
EQUAL PER TECHNICAL PROVISIONS SECTION 46. INSTALL
PER MANUFACTURERS RECOMMENDATIONS. BBS SHALL BE
STANDALONE AND PEDESTAL/FOOTING SHALL MATCH THE
HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
24