IRRIGATION
PART 1 - GENERAL
1.01 STANDARD SPECIFICATIONS: The provisions of the "Standard Specifications for Public Works Construction", current edition, shall apply except as modified herein.
1.02 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Irrigation Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Provide complete operating irrigation systems;
• Installation of new irrigation systems as necessary to provide complete operating irrigation systems for all planting areas within the project; • Water service/meter for and connection to irrigation systems; • 120 volt electrical service for and connection to the controller; • Installation of controller;
• Coordination with Work of other Sections;
• Testing;
• Clean-up;
• Replacements, Repairs, Guarantees and Warranty Work.
1.03 SUBMITTALS:
A. Materials List: The Contractor shall submit a complete materials list for approval by the City prior to performing any Work. Catalog data and full descriptive literature must be submitted whenever the use of items different than those specified is requested. Notarized certificate must be submitted by plastic pipe and fitting manufacturer indicating that material complies with the Project Specifications, unless material has been previously approved, and used on other projects by the City.
Material list shall be submitted using the following format:
Item Description Manufacturer Model No.
1 Backflow Preventor Febco 825Y
2 Backflow Enclosure Guard Shack CGS-4
3 Controller Calsense ET2000
4 Controller Enclosure Calsense SSE-R
5 Flow Sensor Calsense FM Series
6 Master Valve Griswold 2030
7 Ball Valve, (3” & smaller) KBI LO-Torque
8 Gate Valve, (4” & larger) CLOW
9 Remote Control Valve Rainbird GB Series
10 Pressure Regulator Wilkins 500 Series
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11 Quick-Coupler Rainbird 44 LRC
12 Valve Boxes Carson 12” w/ locking lid
13 Pressure Supply Line Lasco Schedule 40
14 Tree Bubbler Rainbird RWS Series
15 Spray Head Hunter
16 Drip Tubing Netafim Techline
B. "Record" Prints:
1. Record accurately on one set of blue-line prints all changes in the Work constituting departures from the original Contract Drawings, including changes in pressure and non-pressure line locations.
2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the City. Prior to final inspection of the Work, submit "record" prints to City for approval.
3. Dimension from two permanent points of reference (buildings, monuments, sidewalks, curbs, pavement, etc. Data to be shown on "record" prints shall be recorded day-to-day as the project is being installed.
4. Show locations and depths of the following items:
a. Point of connection.
b. Routing of sprinkler pressure lines (dimension maximum 100 feet along routing).
c. Ball valves.
d. Sprinkler control valves.
e. Quick coupling valves.
f. Routing of control wires.
g. Related equipment (as may be directed).
5. Maintain record prints on site at all times.
1.04 INSPECTIONS:
A. Inspections will be required for:
1. Pressure test and review of irrigation main line and review of control wires (no trenches shall be backfilled prior to approval).
2. Master valve, flow meter, electrical and telephone conduit (no trenches shall be backfilled prior to approval).
3. Lateral lines and swing joints (no trenches shall be backfilled prior to approval).
4. Coverage test.
5. Final acceptance.
B. Inspection Requests: Contractor shall notify the City Representative 48 hours in advance for requesting all inspections.
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No inspection is to commence without "record" prints available on the site. In the event the Contractor calls for an inspection without up to date "record" prints, without completing previously noted corrections, or without preparing the system for inspection, the inspection may be canceled and the Contractor back charged for the direct costs of all City personnel time and consultant time lost, at the discretion of the City Representative.
C. Closing in Uninspected Work: Do not allow or cause any of the Work of this Section to be covered up or enclosed until it has been inspected, tested and approved by the City.
D. Coverage test: When the sprinkler system is completed, the Contractor shall perform a coverage test in the presence of the City to determine if the water coverage for planting areas is complete and adequate. This test must be accepted by the City before planting can commence.
E. Hydrostatic test:
1. Prior to the installation of any valves, all pressure lines shall be tested under a hydrostatic pressure of 150 psi for a period of not less than two hours, with all ends of lines capped and the line fully charged with water after all air has been expelled from the line.
2. All hydrostatic tests shall be made in the presence of the City Representative or his designated representative. No pressure line shall be backfilled until it has been inspected, tested, approved in writing, and the mainline and valve locations have been noted on the "record" prints.
3. The Contractor shall furnish the necessary force pump and all other test equipment, and shall perform the test.
1.05 TURNOVER ITEMS:
A. Controller Charts:
1. "Record" prints must be approved by the City Representative before charts are prepared.
2. Provide one controller chart for each automatic controller. The chart shall show the entire area covered by the controller, preferably in a single sheet.
The chart shall be a reduced copy of the approved "record" print. Reduce the print to a size that is the maximum dimensions that will fit within the controller door without folding. If the controller sequence is illegible at this reduction scale, the chart may be provided as a "multi-sheet" chart to provide adequate legibility.
3. Each control station on the Chart shall be marked with a different color to show its area of coverage.
4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being minimum 20 mils in 05/12/2026 C6 383 of 440
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thickness. The chart shall be installed in the controller enclosure using Velcro fasteners, and three different color grease pencils (red, black and blue) shall be provided in the enclosure for maintenance notations on the chart.
5. Controller charts shall be completed prior to the final acceptance inspection.
B. Operation and Maintenance Manuals: Within a minimum of 14 calendar days prior to final acceptance prepare and deliver to the City all required descriptive materials, properly prepared in two individually bound copies of the operation and maintenance manual. The manual shall describe the material installed and shall be in sufficient detail to permit operating personnel to identify, operate, and maintain all equipment.
Spare parts lists and related manufacturer's information shall be included for each equipment item installed. Each complete, bound manual shall include the following information:
1. Index sheet stating Contractor's address and telephone number, including names and addresses and telephone numbers of local manufacturer's representatives.
2. Complete operating and maintenance instructions on all major equipment.
C.Materials to be furnished: Supply as part of this Contract the following items:
1. 4% additional sprinkler heads of each type and spray pattern shown.
2. Two (2) special tools/wrenches for disassembly and adjustment of each type sprinkler equipment/heads installed that require such special tools/wrenches.
3. Two keys for each type of automatic controller.
4. Two quick coupler "quills" with a 3/4" bronze hose bib, bent nose type with hand wheel and two quick coupler locking lid keys, if quick couplers are included in the project.
5. One valve box cover key.
6. "Record" prints.
7. Remove and turn over backflow device valve handles.
8. Documentation of Water District's inspection and acceptance of backflow device.
The above items shall be turned over to the City at the conclusion of the Project - Final Acceptance Inspection.
1.06 GUARANTEE:
A. General: The entire sprinkler system, including all Work done under this Contract, shall be guaranteed against all defects and fault of material and workmanship for a period of one (1) year following the filing of the Notice of Completion. All materials used shall carry a manufacturer's guarantee of one (1) year.
Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to the City 05/12/2026 C6 384 of 440
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within ten (10) calendar days of receipt of written notice from the City. When the nature of the repairs as determined by the City constitute an emergency (e.g. broken pressure line) the City may proceed to make repairs at the Contractor's expense.
Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the City by the Contractor, all at no additional cost to the City.
B. Form of Guarantee: Guarantee shall be submitted on Contractors own letterhead as follows:
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
PROJECT: Bub Williamson Park Restoration - CIP 8282
LOCATION: 530 Grapevine Lane
We hereby guarantee the sprinkler irrigation system we have furnished and installed against defects in materials and workmanship, ordinary wear and tear and unusual abuse, or neglect excepted, and that the Work has been completed in accordance with the Plans and Specifications. We agree to repair or replace any or all of the Work, together with any other adjacent Work which may be displaced by so doing, that may prove to be defective in its workmanship or materials within a period of one (1) year from date of Final Acceptance of the above named project by the City of Vista, California, at no additional cost to the City. We shall make such repairs or replacements within 14 calendar days following written notification by the City.
When the immediate repair or replacement of the Work is necessary to ensure the public safety and welfare, which would be endangered by continued usage of the facility, such circumstance will be deemed an operational emergency. In the event of such an emergency, after the City contacts our firm and after authorizing 24 hours to initiate repairs, if we fail to initiate and diligently complete such repairs in a timely manner, the Director may direct City forces to perform such functions as he may deem necessary to correct the Work and immediately place the facility back in operational condition. If such procedure is implemented, we shall bear all expenses incurred by the City. In all cases, the judgment of the Director shall be final in determining whether an operational emergency exists. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from the City (other than an operational emergency), we authorize the City to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand.
SIGNED: _____________________________________________________ ADDRESS: _____________________________________________________ _____________________________________________________
PHONE: _____________________________________________________ 05/12/2026 C6 385 of 440
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C. Operational Instruction: After the system has been completed, the Contractor shall instruct the City Representative in the operation and maintenance of the system and shall furnish a complete set of operating instructions.
D. Trench Settlement: Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to City's satisfaction by the Contractor without any additional expense to the City. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the Work.
PART 2 - MATERIALS
2.01 GENERAL: All materials shall conform with Section 212 - LANDSCAPE AND IRRIGATION MATERIALS of the Standard Specification except as modified herein.
2.02 BACKFLOW PREVENTION DEVICE: Add the following to Standard Specifications Section 212-2.3 Backflow Preventer Assembly:
The backflow prevention unit shall be a reduced pressure type vacuum breaker of the size, manufacture, and model number as indicated on the Plans. If not indicated, the device shall be the same size as the water service and the manufacturer and model number shall be as approved by the City.
2.03 CONTROLLER UNIT: Add the following to Standard Specifications Section 212-3.3 Controller Unit:
Controller unit shall be as indicated on the Plans.
2.04 ELECTRICAL MATERIALS:
A. Conduit: Amend Standard Specifications Section 212-3.2.1 Conduit to read:
All conduit below grade shall be schedule 40 PVC of sufficient size to carry all proposed wiring. Conduit above grade shall be galvanized steel per the Standard Specifications. Low Voltage (24 volt) wiring shall be provided with a separate conduit/sleeve from both high voltage wiring (110/120 volt and higher) and the irrigation mainline sleeve.
B. Electrical Service: Materials for electrical service shall comply with the standard specifications, governing utility agency standards, and requirements of all applicable codes.
C. Wire: Add/Amend the following to Standard Specifications Section 212-3.2.2 Conductors:
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All low voltage common wire shall be #12 awg white with a colored stripe. Stripe color shall be different for each controller installed.
All station wires shall be #14 as follows:
Valve Number Valve Number
1-5 Yellow 21-25 Blue
6-10 Orange 26-30 Purple
11-15 Red 31-35 Brown
16-20 Green 36-40 Black
D. Wire Connectors: Wire connectors shall be Spear Dri-Splice (pre-filled) with extra DS300 sealant inside connectors as required.
2.05 IRRIGATION HEADS: All irrigation heads shall be as shown on the Plans.
2.06 PIPE AND FITTINGS:
A. Pipe - General:
1. Pressure supply lines from the point of connection through the backflow prevention device shall be Type K copper or brass.
2. Pressure supply lines shall be Schedule 40 solvent weld PVC.
3. Non-pressure lines shall be minimum Class 200 PVC.
B. Plastic Pipe: Add the following to Standard Specifications Section 212-2.1.3 Plastic Pipe for Use with Solvent Weld Socket or Threaded Fittings:
All plastic pipe shall bear the following markings: manufacturer's name, nominal pipe size, schedule or class, type of material, pressure rating in PSI, NSF seal of approval, and date of extrusion.
Amend Standard Specifications Section 212-2.1.3 Plastic Pipe for Use with Solvent Weld Socket or Threaded Fittings to read:
All plastic pipe fittings shall be standard weight schedule 40 and shall be injection molded of an improved PVC fitting compound. All threaded plastic fittings shall have injection molded threads. No cut threads will be accepted on PVC pipe and fittings.
All tees and ells shall be manufactured in injection molds that are side gated. All threaded nipples shall be standard weight schedule 80 with molded threads.
2.07 VALVE BOXES AND VALVES:
A. Plastic Valve Boxes:
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1. General: Valve and Irrigation Control Wire Splice boxes and covers shall be fabricated from a durable plastic material resistant to weather, sunlight and chemical reactions, green in color. The covers shall be secured with stainless steel bolts. The cover and box shall be capable of sustaining a load of 1,500 pounds. Valve box extensions shall be by the same manufacturer as the valve box. The box covers shall be factory embossed for the designated use and heat branded by the installer with 2" high letters as noted below. Boxes and covers shall be as manufactured by CARSON or City approved equal.
2. Plastic Boxes and Covers for Remote Control Valves: Shall be 12"x18" rectangular boxes with ‘T’ type covers. The covers shall be embossed with the words "Remote Control Valve"(or the letters "R.C.V.") and shall be heat branded with the corresponding valve station number as noted on the Plan.
3. Plastic Boxes and Covers for Ball Valves: Shall be 10" round boxes with ‘T’ type covers embossed with the words "Gate Valve" (or the letters "G.V.") and shall be heat branded with the appropriate valve designation.
4. Plastic Boxes for Irrigation Control Wire Splices: Shall be 12"x18" rectangular boxes with ‘T’ type covers with no factory embossing, and shall be heat branded with the letters "S.B.". (Splices are not allowed without written permission from the City.)
5) Plastic Box and Cover for Master Valve: Shall be 12"x18" rectangular box with ‘T’ type cover with no factory embossing, and shall be heat branded with the letters “M.V.”.
6) Plastic Box and Cover for Flow Sensor: Shall be 12"x18" rectangular box with ‘T’ type cover with no factory embossing, and shall be heat branded with the letters “F.S.”.
7) Plastic Boxes and Covers for Quick Coupler Valves: Shall be 10" round boxes with ‘T’ type covers with no factory embossing, and shall be heat branded with the letters “QCV”.
B. Valves:
1. Ball Valves: All ball valves shall be capable of withstanding a minimum working pressure of not less than 150 psi.
2. Quick-Coupling Valves: Add the following to Standard Specifications Section 212-2.2.6 Quick Coupling Valves and Assemblies:
Quick coupling valves shall have locking vinyl cover and shall be 1" in size.
3. Remote Control Valves: Add the following to Standard Specifications Section 212-2.2.4 Remote Control Valves:
Valves shall be spring-loaded, self-cleaning, packless diaphragm activated, of a normally closed type.
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Valve solenoid shall be corrosion-proof and constructed of stainless steel molded in epoxy to form one integral unit, and shall be 24 volt A.C., 2.0 watt maximum (2" and smaller valves).
Valve shall close against flow without chatter and with minimum closing surge pressure (minimum 5 seconds closing time per valve).
Valve shall be completely serviceable in the field without removing valve body from line.
C. Valve Identification Tags: Valve identification tags shall be Christy’s Valve Identification Tags identifying the valve station number and appropriate controller when more than one controller is specified.
2.08 PVC INSERT & THREADED FITTINGS: All PVC fittings shall be unplasticized polyvinyl PVC I, or PVC II material for threaded or slip fitting tapered socket solvent weld fittings.
The type of plastic material and schedule size shall be indicated on each fitting or coupling with raised or recessing marking. Fittings and couplings shall comply with the following specifications:
Socket Fittings:Threaded Fittings:
Sch 40 ASTM D2466 Sch 40 ASTM D2464
Sch 80 ASTM D2467 Sch 80 ASTM D2464
2.09 PVC PIPE CEMENT & PRIMER:
A. PVC Pipe Cement: Pipe cement shall be IPS Weld-On PVC 721 Blue medium- bodied cement to be used with 1/2 " to 1-1/2" PVC pipe. Pipe cement shall be IPS Weld-On PVC 711 Gray heavy-bodied cement to be used with 2" and larger PVC pipe and all PVC mainlines.
B. PVC Pipe Primer: Pipe primer shall be IPS Weld-On P-70 Primer Purple and shall be used with all PVC connections.
2.10 PRESSURE REGULATION VALVES: Shall be as called for on the plans.
2.11 MASTER VALVE: Shall be as called for on the plans.
2.12 FLOW SENSOR: Shall be as called for on the plans.
PART 3 - EXECUTION
3.01 GENERAL: All Work shall conform with Section 308 of the Standard Specifications except as modified herein. No Work of this Section other than sleeving under pavement shall commence prior to the completion and acceptance of all Grading Work. 05/12/2026 C6 389 of 440
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Add the following to Standard Specifications Section 308-5.1 General:
A. Irrigation System Design & Water Supply:
1. The irrigation system design is based upon an available water pressure and flow rate provided by VID or as shown on the plans. Individual stations are designed to this minimum p.s.i. The Contractor shall verify the existing operating water pressure at the water supply location shown on the Plans prior to starting construction. The Contractor shall notify the City representative in writing of any discrepancies noted. Failure to provide such written notification may cause the Contractor to provide for modifications to the irrigation system as necessary to provide for a fully operational system providing 100% coverage at the operating pressure available, all at no additional cost to the City.
2. Connection to, or the installation of, the water supply shall be at the location shown on the Plans. Minor changes caused by actual site conditions shall be made at no additional cost to the City.
B. Electrical Service: The Contractor shall provide electrical service as necessary and make 120 V connection to the irrigation controller.
C.Code Requirements: Prior to all Work of this Section, the Contractor shall carefully inspect the installed Work of all other trades and verify that all such Work is complete to the point where this installation may properly commence. Verify that the irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations.
In the event any equipment or methods indicated on the Plans or in the Specifications is in conflict with local codes, immediately notify the City Representative prior to installing the Work. If this notification is not provided, the Contractor shall assume full responsibility for the cost of all revisions necessary to comply with all codes.
D. Grades: Before starting Work of this Section, the Contractor shall obtain the written acceptance of the City of the fine grades, and written authorization for the Work of this Section to proceed. The Contractor is to keep within the specified material depths with respect to finish grade. Failure to obtain such written acceptance may subject the Contractor to adjusting the grades or depth of lines in order to achieve acceptable depths of cover, all as directed by the City and at no additional cost to the City.
E. Coordination with Work of Other Trades: Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. The Contractor shall coordinate the installation of all irrigation materials with all other Work. Special attention shall be given to coordination of piping locations versus tree 05/12/2026 C6 390 of 440
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and shrub locations and sleeve locations versus pavement installation to avoid conflicts.
F. Maintain Record Prints: The Contractor shall maintain "record" prints on site at all times. Upon completion of the Work, transfer all "record" information on changes and dimensions to reproducible mylar prints. The changes and dimensions shall be recorded in a legible and workmanlike manner, to the satisfaction of the City Representative.
3.02 TRENCHING AND BACKFILLING:
A. Trenching:
1. Add the following to Standard Specifications Section 308-2.2 Trench Excavation and Backfill:
Dig trenches and support pipe continuously on bottom of ditch. Where lines occur under paved areas, depth dimensions shall be considered below subgrade.
2. Amend Standard Specifications Section 308-2.2, Subparagraph 2 Waterlines continuously pressurized) to read:
Water lines continuously pressurized - minimum 24 inches, maximum 30 inches. (These measurements are to be from subgrade elevation for piping under pavement.)
3. Amend Standard Specifications Section 308-2.2, Subparagraph 3 Lateral sprinkler lines) to read:
Lateral sprinkler lines - minimum 12 inches and maximum 16 inches.
4. Add the following to Standard Specifications Section 308-2.2 Trench Excavation and Backfill:
Where it is necessary to excavate adjacent to existing trees, the Contractor shall avoid injury to trees and tree roots. Excavation in areas where 2-inch and larger roots occur shall be done by hand. All roots 2 inches and larger in diameter shall be tunneled under and shall be heavily wrapped with wet burlap to prevent scarring or drying. Where trenching machine is run close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making a clean cut through the roots. Roots 1 inch and larger in diameter shall be painted with two coats of tree seal or approved equal. Trenches adjacent to trees shall be closed within 24 hours.
5. Permanent Resurfacing: Add the following to Standard Specifications Section 308-5.1 General:
All surface improvements damaged or removed as a result of the Contractor's operations shall be reconstructed by the Contractor to the same dimensions, 05/12/2026 C6 391 of 440
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except for pavement thickness, and with the same type materials used in the original Work. Trench resurfacing shall be 1 inch greater in thickness than existing pavement. Concrete pavement shall be removed and replaced in "full panels" with no horizontal dimension less than five feet (5’). The Contractor shall review the planned limits and lines of concrete removal and replacement with the City Representative prior to sawcutting for Removal Work.
B. Backfill: Amend Standard Specifications Section 308-2.2 Trench Excavation and Backfill to read:
Backfill shall be uniformly tamped in 4 inch layers under and around the pipe for the full width of the trench and the full length of the pipe. Materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades.
Flooding in lieu of tamping is not allowed without specific prior written approval of the Soils Engineer and the City Representative.
Under no circumstances shall the wheels of any vehicle not designed for the purpose of soils compaction be used to compact backfill.
3.03 PIPE INSTALLATION:
A. General: Add the following to Standard Specifications Section 308-5.2.1 Irrigation Pipeline Installation, General:
1. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. However, no hydraulic driving is permitted under asphaltic concrete pavement.
2. Cutting or breaking of existing pavement is not permitted except as approved by the City Representative. When approved, all necessary repairs and replacements will be made at no additional cost to the City.
3. Carefully inspect all pipe and fittings before installation, removing all dirt, scale and burrs and reaming; install pipe with all markings up for visual inspection and verification.
4. The Contractor shall install concrete thrust blocking per the manufacturer's recommendations and plan details at all changes of direction and terminal points of pressure pipe.
5. Parallel lines shall not be installed directly over one another. Provide a minimum of 12" horizontal separation for all parallel lines.
6. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope on all threaded plastic-to-metal connections, except where noted otherwise.
7. All piping under pavement shall be sleeved using schedule 40 PVC sleeves.
Each line and each wire bundle shall be separately sleeved. 05/12/2026 C6 392 of 440
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B. Plastic Pipe: Add the following to Standard Specifications Section 308-5.2.3 Plastic Pipeline:
1. Exercise care in handling, loading, unloading and storing plastic pipe and fittings, store plastic pipe and fittings under cover until ready to install; transport plastic pipe on a vehicle with a bed long enough to allow pipe to lay flat, avoid undue bending and any concentrated external load.
3.04 BACKFLOW INSTALLATION: Add the following to Standard Specifications Section 308-5.3 Installation of Valves, Valve Boxes, and Special Equipment:
Install backflow assemblies at locations approved in the field by the City Representative and at heights required by local codes.
3.05 VALVE AND VALVE BOX INSTALLATION: Amend Standard Specifications Section 308-5.3 Installation of Valves, Valve Boxes, and Special Equipment to read:
Valves shall be the same size as the pipeline in which they are installed unless otherwise specified on the Plans. Valves shall be installed a minimum of two feet in horizontal distance apart.
Amend Standard Specifications Section 308-5.3 Installation of Valves, Valve Boxes, and Special Equipment to read:
Install quick couplers and valve boxes per plan details.
3.06 SPRINKLER HEAD INSTALLATION: Amend Standard Specifications Section 308-5.4.1 Sprinkler Head Installation and Adjustment, General to read:
Sprinkler heads shall be installed as designated on the plans. Upon coverage testing of the system if 100% coverage is not afforded by the system as designed, additional heads shall be added as necessary to achieve 100% coverage. Up to 5% of the total number of heads in the system are to be added at no additional cost to the City. If a greater number of heads is needed, cost shall be as negotiated by change order.
3.07 CONTROLLER INSTALLATION: Add the following to Standard Specifications Section 308-5.5 Automatic Control System Installation:
The controller location, as shown on the Plans, is diagrammatic. The final location of the controller shall be as approved by the City Representative before installation. The Contractor shall coordinate the electrical service with this location. The controller shall be mounted within a vandal resistant enclosure, unless noted otherwise on the Plans.
Controller enclosure shall be located in shrub areas and/or adjacent to other hardscape items. A 4" thick concrete slab for maintenance access shall be provided, size as indicated on the plans, line, grade and dimensions as directed by the City Representative. 05/12/2026 C6 393 of 440
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3.08 WIRING: Add the following to Standard Specifications Section 308-5.5 Automatic Control System Installation:
All splice connections shall occur in a valve box. All wire runs between the valve and the controller shall be a continuous run with no splices unless noted otherwise on the Plans.
One extra control wire and one common wire shall be provided for each valve in an isolated area, and for each group of five valves. Extra wire shall run continuous from controller location to the valve or valve group. In the group of five valves, the extra wires shall extend to the farthest valve in the group. Wires shall be routed up and into each valve box along the way from the controller leaving a 24" coil of wire in each box. All extra control wires, and only extra control wires, shall be black in color with a red stripe. Extra common wire shall be white with a red stripe. A 36" length of each spare wire shall be coiled in the controller base for future use.
Amend Standard Specifications Section 308-5.5 Automatic Control System Installation to read: Control wiring shall be bundled at 10' intervals with plastic electrical tape and shall be located within the mainline trench, level with the bottom of the mainline pipe, with 4" separation between the wires and mainline.
3.09 FINISHING AND TESTING: Amend Standard Specifications Section 308-5.6.2 Pipeline Pressure Test to read:
Pressure test the mains - minimum 2 hours at 150 PSI.
Add the following to Standard Specifications Section 308-5.6.2 Pipeline Pressure Test:
Center-load all plastic pipe prior to pressure testing. The entire system shall be operating properly before any planting operations commence.
3.10 COMPLETION CLEANING: Add the following to Standard Specifications Section 308 LANDSCAPE AND IRRIGATION INSTALLATION:
Upon completion of the Work, the Contractor shall smooth all ground surfaces, remove excess materials, rubbish, debris, etc., sweep adjacent streets, curbs, gutters, walkways and trails, and remove construction equipment from the premises.
END OF SECTION
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Appendix N:
City of Vista Landscape Specifications
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Appendix N:
City of Vista Landscape Specifications
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Planting
PLANTING
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
A. Standard Specifications: The provisions of the Standard Specifications shall apply except as modified herein.
B. Reference Standards: American Association of Nurserymen Standards.
1.02 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Planting Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Removal of native soil & replacement with top soil in specified areas; • Soil testing (Agronomic and Agronomic Growth testing); • Soil preparation;
• Finish grading;
• Planting trees;
• Staking trees;
• Planting shrubs and groundcover;
• Soil erosion control;
• Maintenance;
• Plant establishment;
• Coordination with Work of other Sections;
• Testing;
• Clean-up;
• Replacements, Repairs, Guarantees and Warranty Work.
Note: Where soil conditions preclude the installation of any aspect of the planting or irrigation specified on the plans, the contractor is to immediately notify the City’s representative to obtain direction on how to proceed.
1.03 SOILS TEST: The Contractor shall notify the City Representative upon completion of fine grading and prior to commencement of soil preparation work. The contractor shall obtain agronomic soils tests and agronomic growth tests from a minimum of three representative areas, or in the specified locations designated on the planting plan, after completion of fine grading and prior to start of soil preparation work.
In addition to the representative areas or areas noted on the plans for soil testing, Contractor shall provide one agronomic soil’s test per source of imported top soil.
Tests will be performed by an approved agronomic soils testing laboratory and will include a fertility and suitability analysis with written recommendations for soil preparation, planting backfill mix, auger hole requirements, and post plant fertilization program. The soils report 05/12/2026 C6 396 of 440
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recommendations will take precedence over the minimum amendment and fertilizer application rates specified herein if and when they exceed the specified minimums.
1.04 GUARANTEE: The guarantee requirements of the Special Provisions are supplemented as follows as they pertain to the tree planting portion of the Work. All trees installed under the Contract shall be guaranteed against any and all poor, inadequate or inferior materials and/or workmanship for a period of one (1) year following Final Acceptance. During the guarantee period, any trees found to be dead, missing, or in poor condition shall be replaced by the Contractor within ten (10) days of written notification. The City Representative shall be the sole judge as to the condition of the trees. Material and labor involved in replacing trees shall be provided by the Contractor at no additional cost to the City.
1.05 INSPECTIONS: Inspections will be required. The Contractor shall contact the City Representative at least 48 hours (2 working days) in advance of an anticipated inspection.
Failure of the contractor to have completed the work prior to the City Representative’s arrival on site for the site observation, resulting in a non-productive site visit, or failure of the contractor to cancel any pre-scheduled site observation/meeting within twenty-four (24) hours of the scheduled site observation/ meeting will result in charges to the contractor, by the City, for loss of time due to rearrangement of the City Representative’s schedule. In these cases, the contractor must reschedule another site observation with the City Representative and shall bear all financial responsibility to reimburse the City for all costs incurred for the non-productive or canceled site observation. In addition, the contractor shall be required to reschedule the test or site observation after correction of any item(s) that are not in conformance with this Section. An inspection will be required at each of the steps listed below:
A. Excavation and Removal of Native Soil: Inspection of planting areas prior to replacement with import top soil
B. Fine Grade: Upon completion of fine grading and prior to commencement of soil preparation, for acceptance of fine grading work and taking of soils samples.
C. Soil Preparation: Review of soil testing reports, delivery tickets for fertilizer, soil amendments and soil conditioners and inspection of installation.
D. Percolation Testing of Tree Planting Holes: Inspection of filling of all tree holes with water and review of drainage prior to any tree planting.
E. Plant Material: Inspection of plant materials upon delivery to the job site, but prior to planting.
F. Completed Planting: When planting and all other indicated or specified work has been completed. Root barriers shall be left exposed for inspection.
G. Start of Plant Establishment: At the start of the Plant Establishment Period.
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H. Final Acceptance: Prior to Final Acceptance of the Project by the City, the project will be inspected for end of the Plant Establishment Period.
1.06 SUBMITTALS: The following purchase receipts are required to be submitted to the City Representative upon delivery of the respective materials to the job site:
Total Quantity of commercial fertilizers, by type
Total Quantity of soil amendments and conditioners, by type Total Quantity of mulch
Total Quantity of iron sulphate
All materials must show dates and job name
1.07 PLANT ESTABLISHMENT PERIOD: The length of the Plant Establishment Period shall be 90 days.
1.08 PROTECTION OF EXISTING IMPROVEMENTS:
All existing improvements shall be protected at all times from damage by men and equipment. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. Tunneling under roots 2" and larger shall be done only after receipt of written approval of the Inspector. Contractor shall paint cut roots within 24 hours; where this is not possible, keep the side of excavation adjacent to tree shaded with moist burlap or canvas. All minor damage by Contractor to existing trees and shrubs shall be repaired at his expense by a licensed tree surgeon or other approved personnel.
PART 2 - MATERIALS
2.01 GENERAL: All materials shall conform with Section 212 - Landscape and Irrigation Materials of the Standard Specifications except as modified herein.
2.02 IMPORTED TOP SOIL
Imported soil shall be Class A topsoil as Specified by Greenbook Section 212-1.1
2.03 FERTILIZER, SOIL AMENDMENTS AND CONDITIONERS: Add the following to Standard Specifications Section 212-1.2.3 Commercial Fertilizer:
A. Planting Tablets: Tightly compressed long-lasting, slow-release fertilizer tablets weighing 21 grams, with a potential acidity of not more than 5 percent by weight and having an analysis of 20-10-5 derived from the sources listed in the following guaranteed analysis:
GUARANTEED ANALYSIS
Total Nitrogen (N) 20%
Derived from urea formaldehyde
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7.0% water soluble nitrogen
13.0% water insoluble nitrogen
Available Phosphoric Acid (P2O5) 10%
Derived from calcium phosphate
Soluble Potash (K20) 5%
Combined Calcium (Ca) 2.6%
Derived from calcium phosphates
Combined Sulfur (S) 1.6%
Derived from ferrous and potassium sulfates
Iron (expressed as elemental Fe) 35%
Derived from ferrous sulfate
B. Commercial fertilizer: Shall bear the manufacturer's guaranteed statement of analysis and shall meet the following minimum requirements:
Soil preparation initial planting commercial fertilizer: 16% nitrogen, 20% phosphoric acid, and 0% potash.
Maintenance commercial fertilizer: 16% nitrogen, 6% phosphoric acid, and 8% potash.
C. Ammonium sulfate: Shall bear the manufacturer's guaranteed statement of analysis and shall meet the following minimum requirements: 21% nitrogen, 0% phosphoric acid, and 0% potash
D. Organic Soil Amendment: Shall be type 1 organic soil amendment, wood based product, nitrogen stabilized, and free of foreign matter.
E. Soil Conditioners: Add to Standard Specifications, new Section as follows:
212-1.2.6 Inorganic Conditioners. Inorganic conditioners shall be agricultural grade gypsum, soil sulfur and iron sulfate. Iron sulphate shall be ferric sulphate or ferrous sulphate in pelleted or granular form containing not less than 18.5% iron, expressed as metallic iron, and shall be registered as an agricultural mineral with the State Department of Food and Agriculture in compliance with Chapter 5 "Fertilizing Materials", of Division 7 of the Food and Agriculture Code of California, commencing at Section 14501.
2.04 HEADERS, STAKES AND TIES: Add the following to Standard Specifications Section 212-1.5 Headers, Stakes and Ties:
A. Tree Stakes: Wood tree stakes: Double or Single Staking for trees shall be lodgepole pine tree stakes, treated with copper napthenate. Stakes shall be straight shafts, shaved and cut clean and bare of branches and stubs, of uniform thickness with a minimum diameter of 2 inches, free of loose knots, splits or bends. Stakes shall be no less than ten (10) feet in length.
B. Tree Ties: Shall be “Cinch ties” or City approved equal.
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2.05 EROSION CONTROL FABRIC: Add new section to the Standard Specifications:
SC-150 Manufactured by North American Green 1-800-473-1965) or City approved equal
2.06 ROOT BARRIERS: Add new section to the Standard Specifications:
"Deep Root" Root Control Barriers UB 24-2 or City approved equal available from Deep Root Corporation (800) 458-7668.
2.07 PLANTS: Add the following to Standard Specifications Section 212-1.4 Plants:
A. General: Add the following to sub-section 212-1.4.1 General: All plants shall be true to name, with at least one of each bundle or lot tagged with the name and size in accordance with the American Association of Nurserymen Standards. In all cases, botanical names shall take precedence over common names. All plants and planting materials shall meet or exceed the specifications of Federal, State, and County Laws requiring inspection for plant disease and insect control.
Substitutions will not be permitted, except if proof is submitted that any tree specified is not obtainable then a proposal will be considered for use of the nearest equivalent size or variety and cost. All substitutions subject to written approval of the Inspector.
Identify plant species or varieties correctly on legible, weatherproof labels attached securely thereto before delivery to job site. There shall be a minimum of one labeled plant for each 5 plants in a lot.
B. Quality and Size:
1. Quality: All plant material shall comply with the definition for number one nursery stock per the current edition of "Horticultural Standards" as adopted by the American Association of Nurserymen.
2. Size: Add the following to Standard Specifications Sections 212-1.4.2 Trees and 212.1.4.3 Shrubs:
a) All plants shall be the size(s) as noted on the approved plans. b) All shrubs supplied by the Contractor shall be of the specified standard height and diameter set by the American Standard for Nursery Stock.
c) Trees shall meet the minimum standards delineated in the planting legend. The height of the trees shall be measured from the root crown to the last division of the terminal leader and the diameter shall be measured six (6) inches above the crown roots.
PART 3 - EXECUTION
3.01 GENERAL: All Work shall conform with Section 308 LANDSCAPE AND IRRIGATION INSTALLATION of the Standard Specification, except as modified herein.
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3.02 SOIL REMOVAL
Remove all materials under existing pavement or within other zones designated for “soil removal & replacement” to a depth of 30".
3.03. SOIL REPLACEMENT - IMPORTED TOP SOIL
Replace the removed material with Class “A” topsoil. Place 6” of Class “A” topsoil in all areas to be planted. Compact to 85%. Verify that grades are as indicated on the Civil Engineer's Drawings (within plus or minus 0.10 foot) prior to commencing planting operations. Provide for inclusion of all amendments and settling.
3.04 DEEP WATER LEACHING
After complete installation and testing of the irrigation system and prior to application of soil amendments and commercial fertilizer, all areas shall be deep water leached, compacted, and settled by continuous application of irrigation water until the soil has received a minimum of 8" of water.
Fill in all depressions, voids, erosion scars, or settled trenches generated by the deep leaching with conditioned soil, leaving a final finish grade smooth and even.
3.05 WEED CONTROL MEASURES: Upon completion of deep water leaching, and prior to soil preparation, perform weed control measures as follows:
1. Allow ten days following deep water leaching for weed seeds to germinate.
2. Apply a contact weed killer and allow sufficient time to obtain complete kill of all weeds germinated.
3.06 SOIL PREPARATION: Add the following to Standard Specifications Section 308-2.3 Topsoil Preparation and Conditioning:
A. Work Sequence: Once deep water leaching has been completed, the Contractor shall collect soil samples and a soil analysis shall be performed to determine mineral content, permeability and existence of possible toxic elements. Should 30 calendar days elapse between completion of soil preparation and commencement of planting, all areas shall be prepared again.
B. Excluded Areas: Planting areas with slopes 3:1 and steeper shall not be soil prepared. In lieu of soil preparation, such slopes will require fertilizer tablets for all plantings as specified below.
C. Soil Preparation: In all planting areas with gradients less than 3:1, prior to amending, the soil shall be tilled to a minimum depth of 9 inches. Soil amendments shall then be spread and rototilled into the soil to a minimum depth of 6 inches, or as recommended by the soils report, so that the soil shall be loose, friable, and free from rocks, sticks, and other objects undesirable to planting. 05/12/2026 C6 401 of 440
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D. Amendment Application Rates: The following soil amendments shall be added per 1,000 square feet to all planting areas with gradients less than 3:1 (agronomic soil test recommendations shall take precedence where these minimum amounts are exceeded):
1. 4 cubic yards Type I organic soil amendment.
2. 10 pounds commercial fertilizer (16-20-0).
3.07 FINISH GRADING: Following completion of soil preparation, the Contractor shall finish grade all planting areas filling as needed or removing surplus dirt, raking to remove all rocks and debris over 1 inch in diameter to a minimum depth of 12" from finished grade, and floating to a smooth uniform grade. All areas shall slope to drain. Flow lines shall be established to roads, curbs, drainage swales and inlets, and/or sidewalks as shown on the Plans and as directed. All fill material placed within the top 6" from finish grade elevations in all planting areas shall be topsoil.
All landscape areas shall be finish graded, to "dress out", maintain, and/or re-establish finish grades and flow lines as approved prior to amending the soil.
3.08 EROSION CONTROL: Add new section to the Standard Specifications:
Install Erosion Control Fabric per the Manufacturer’s specifications.
3.09 ROOT CONTROL BARRIERS: Add new section to the Standard Specifications:
Install root barriers per plan detail. No penetrations in the root barriers shall be made. All irrigation lines shall be located below the root barrier. Root barriers shall be left exposed for inspection by the City representative.
3.10 INSPECTION OF CONTAINER PLANTS: The root condition of plants furnished in containers will be checked by the City Representative by removal of earth from the roots of not less than two plants nor more than 2% of the total number of plants of each species or variety from a single source and proposed for use in the Work. When container-grown plants are from several different sources, the roots of not less than two plants of each species or variety from each source may be checked by the Inspector at his option. The selection of plants to be checked will be made by the City Representative.
All plants rendered unsuitable for planting by virtue of this inspection shall be considered as samples, and replacements shall be provided at no additional cost. In case the sample plants are found to be defective, the entire lot or lots of plants represented by the defective samples will be rejected.
3.11 PERCOLATION TESTING AND DRAINAGE
The site contains compacted soil and road base material, which may cause adverse drainage conditions for plant material. The Contractor shall be responsible for notifying the City of all surface and subsurface drainage conditions which are encountered that may affect the health and vigor of the plant material.
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The Contractor shall not commence tree planting until all holes are tested for adequate percolation and the Inspector has given his approval to begin tree planting. Soils percolation test shall be performed by filling the tree planting pit with water and then waiting 12 hours. If all the water is not absorbed within 12 hours the test is determined failed.
Should tree pits fail percolation tests, the Inspector shall recommend appropriate means and methods to provide positive drainage. Bid price shall be based on standard tree planting pit details shown on the plans, with bottom drains. Costs for supplemental drainage system will be negotiated with Contractor.
3.12 PLANTING BACKFILL:
A. Mixing: All backfill materials shall be bulk mixed, not individually mixed at each plant pit.
B. Proportions: Backfill for planting pits shall be enriched using the following blend per cubic yard (agronomic soil test recommendations to be reviewed prior to soil mixing):
1. Container Plants:
80% top soil
20% Type I Organic Amendment
3.13 PLANTING:
A. Tree and Shrub Planting: Add the following to the Standard Specification Section 308-4.5 Tree and Shrub Planting:
1. Soil surrounding planting pit shall be in a friable condition and moist to a depth of 8".
2. Backfill using specified soil mix to within 8" of finish grade. At this depth, place the plant fertilizer tablets Agriform 20-10-5, 21 grams each, or City approved equal. A minimum of 1 tablet for 1 gallon, 3 tablets for 5 gallons, 5 tablets for 15 gallons, and 8 tablets for a 24" box. Complete backfilling to finish grade.
3. Trees shall be planted at such a depth that the crown roots bear the same relative position to finish grade as they did to the soils where they were grown. Backfill after planting shall be compacted carefully into place without injuring the roots of the tree or breaking up the ball of earth surrounding the roots.
B. Groundcover and Vine Planting: Add the following to Standard Specifications Section 308-4.7 Groundcover and Vine Planting:
1. On slopes exceeding 3:1 ratio, apply 5 gram Agriform tablets, one per plant in lieu of soil preparation work.
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2. Mulch and fertilize groundcover areas using 5 lbs. of the specified commercial fertilizer per 1,000 square feet. Repeat fertilization at 30 day intervals throughout the duration of the Contract up to 4 applications, after which decrease frequency to once every 90 days.
3. All groundcover and bare dirt areas are to be treated with a pre-emergent chemical. Chemicals are to be applied by a licensed Pest Control Agent.
This treatment shall be applied at the following times during the Contract: a) before planting, b) at beginning of Plant Establishment Period, and c) at end of Plant Establishment Period.
3.14 TREE STAKING: Amend the Standard Specifications Section 308-4.6.1 Method A Tree Staking and 308.4.6.2 Method B Tree Staking to read: Stake trees in accordance with the detail shown on the plans.
3.15 WATERING: Add the following to Standard Specifications Section 308-4.9.5 Watering:
A. Responsibility: It shall be the Contractor's responsibility to maintain a balanced watering program to ensure proper growth until Final Acceptance of the Work.
B. Initial Watering: Immediately after planting, apply water to each plant. Apply water in a moderate stream in the planting hole until the material about the roots is completely saturated from the bottom of the hole to the top of the ground.
C. Ongoing Watering: Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas moist at all times, well below the root system of plants.
D. Irrigation:
1. The Contractor shall properly and completely maintain the irrigation system.
A balanced water program shall be maintained to ensure proper germination and growth until Final Acceptance of the Work. Plants which cannot be watered sufficiently with the irrigation system shall be watered by means of a hose.
2. All controllers are to have each station individually adjusted on a weekly basis. System shall be set considering the application rate each area is capable of receiving. The system shall operate on short intervals, with the cycle repeating at a later time to reduce runoff.
3.16 MAINTENANCE AND PLANT ESTABLISHMENT: Amend the first sentence of Standard Specifications Section 308-6 MAINTENANCE AND PLANT ESTABLISHMENT to read:
"The Contractor shall maintain all areas within the Work Limits of this Contract on a continuous basis as they are completed during the progress of the work and during the Plant Establishment Period, and shall continue to maintain them daily until Final Acceptance."
3.17 START OF PLANT ESTABLISHMENT: Add the following to Standard Specifications Section 308-6 MAINTENANCE AND PLANT ESTABLISHMENT:
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Criteria for Start of Plant Establishment Period:
1. The Plant Establishment Period shall not start until all elements of the Project that impact the landscape are completed in accordance with the Contract Documents.
Projects will not be segmented into phases for purposes of plant establishment work.
2. Permanent power to remote controllers shall be established.
3. Written acceptance of the City must be obtained to start the Plant Establishment Period.
4. If the project maintenance fails to continuously meet standards required, the Plant Establishment Period "day count" will be suspended and will not recommence until the Contractor has corrected all deficiencies.
3.18 MAINTENANCE TASKS: Add the following to Standard Specifications Section 308-6 MAINTENANCE AND PLANT ESTABLISHMENT:
A. General: During the contract period provide all watering, weeding, fertilizing and cultivation and spraying necessary to keep the plants in a healthy growing condition and to keep the planted areas neat and attractive. All shrubs planted by the Contractor shall be pinched and pruned as necessary to encourage new growth and to eliminate rank sucker growth. Old wilted flowers and dead foliage shall be immediately pinched or cut off. Do not prune trees without written approval of the City.
B. Iron Chlorosis: After planting and during the Plant Establishment Period, in the event that any plantings exhibit iron chlorosis symptoms, apply FE 138 Geigy or equivalent at manufacturer's recommended rates.
C. Replacement Plantings: During the Plant Establishment Period, should the appearance of any planting installed by the Contractor indicate weakness, that plant shall be replaced immediately with a new, healthy plant. At the end of the Plant Establishment Period, all plant materials shall be in a healthy, growing condition and spaced as indicated on the plans.
D. Fertilization: The Contractor shall apply maintenance commercial fertilizer (16-6-8) at 60-days after planting, to all shrub and groundcover areas at a rate of 6 pounds per 1,000 square feet,
E. Planting Establishment: All planting areas that do not show a prompt establishment of plant material shall be replanted at 10-day intervals until the plant material is established. If a good rate of growth has not been demonstrated within 30 days of first planting, the Contractor shall be responsible to determine the appropriate horticultural practices necessary to obtain good growth. The Contractor shall obtain agronomic soils testing of all areas not showing good growth and shall provide copies of the test results to the City to verify the appropriateness of all maintenance work performed. If additional soil amendments are needed, up to a maximum 25% beyond the application rate specified, such amendments shall be provided by the 05/12/2026 C6 405 of 440
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Contractor at no additional cost to the City.
F. Grading and Drainage: During the Plant Establishment Period all flow lines shall be maintained to allow for free flow of surface water. Displaced material which interferes with drainage shall be removed and placed as directed. Low spots and pockets shall be graded to drain properly. Erosion Control Fabric shall be installed at flow lines and other locations where erosion is evident, when directed by the City Representative.
1. Damage to planting areas shall be repaired immediately and throughout the Plant Establishment Period. Depressions caused by water, vehicles, bicycles, or foot traffic shall be filled and leveled. Replant damaged areas.
2. All paved areas shall be washed and maintained in a neat and clean condition at all times.
3. All subsurface drains and inlets shall be periodically cleared of debris, leaves and trash and flushed with clear water to avoid build up of silt and debris.
4. Debris and trash shall be removed from the site daily.
G. Disease and Pest Control: Throughout the Plant Establishment Period, all plants shall be maintained in a disease and pest free condition. A licensed pest control operator shall be retained by the Contractor to recommend and apply all pesticides, herbicides, and fungicides. Exterminate gophers, moles, and all other rodents, and repair damage.
3.19 END OF PLANT ESTABLISHMENT PERIOD: Add the following to Standard Specification Section 308-6 MAINTENANCE AND PLANT ESTABLISHMENT:
A. Request for Inspection: When the Contractor believes he has completed the Plant Establishment Period and the Project is ready for Final Acceptance, he shall request inspection of the Project. The City Representative will inspect the Project for Final Acceptance. Deficiencies noted during inspection shall extend the Plant Establishment Period until all are corrected.
B. Established Plantings: All planting areas shall show a good rate of growth and shall be well established "filled in" plantings free of voids. Bare areas will be unacceptable.
C. Written Acceptance: Final Acceptance shall occur only upon written acceptance of the Project for maintenance by the City.
3.20 CLEAN UP: Upon completion of the Work, the Contractor shall smooth all ground surfaces; remove excess materials, rubbish, debris, etc.; sweep adjacent streets, curbs, gutters; wash down all walkways and remove construction equipment from the premises.
END OF SECTION
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26 BID PROPOSAL
From: ______________________________________________________________, Bidder,
For: The construction of
REAL PROPERTY IMPROVEMENTS
as specifically set forth in documents entitled
WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351)
The undersigned hereby proposes and agrees that if his bid as submitted in the attached BID SCHEDULE be accepted, he will contract in the form so approved to perform all work for which a Contract may be awarded him, to furnish any and all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and all other items and facilities necessary therefore as provided in the Contract Documents, and to do everything required therein for the proposed Project as specifically set forth in said Contract Documents, together with appurtenances thereto, all as set forth on the Drawings and in the Project Specifications and other Contract Documents; and he further proposes and agrees to complete all the Work called for by the Drawings, Project Specifications, and other Contract Documents in strict conformity therewith within the time limits set forth therein; and that he will accept as full payment therefore the prices set forth in the BID SCHEDULE forming a part hereof.
The undersigned hereby submits either a Bid Bond or Bid Security in the form of Cash, a Cashier’s Check, or a Certified Check, using the forms included in these Bid Documents, properly made payable to CITY OF VISTA, hereinafter designated as the Agency, in an amount that is at least ten percent (10%) of the total base bid amount. The Bid Bond or Bid Security is attached hereto and is given as a guaranty that the undersigned will execute the Contract and furnish the required bonds if awarded the Contract and, in case of failure to do so within the time provided, the proceeds of said bond or bid security shall be forfeited to the Agency. The Surety’s liability to the Agency for forfeiture of the face amount of the bond shall be considered as established.
Sitka Construction Group LLC
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27 It is understood and agreed that:
1. The undersigned has carefully examined all Bid documents and other Documents which will form the Contract, including all addenda as prepared prior to the date of bid opening setting forth any modifications or interpretations of any said documents.
2. The undersigned has, by investigating the site of work, by reviewing and analyzing the Plans and Specifications, and by otherwise familiarizing himself with the Project, has satisfied himself as to the nature and location of the Work and has fully informed himself as to all conditions and matters which can in any way affect the Work or the cost thereof.
3. The undersigned fully understands the scope of the Work and has included in the various related items of Work the cost of all work not listed as a separate item so that the Bid for the Project reflects the total cost for completing the Work in its entirety, has checked carefully all words and figures inserted in this Bid, and he further agrees that the Agency shall in no way be responsible for any errors or omissions in the preparation of this proposal.
4. The undersigned will execute the Contract and furnish the required Performance Bond, Payment Bond, and proof of insurance coverage within the stipulated time after the posting of a notice to him of acceptance of his bid by the Agency; and further, that this bid may not be withdrawn for a period of ninety (90) calendar days after the date set for the opening thereof unless otherwise required by law. If any bidder shall withdraw his bid within said period, the bidder shall be liable under the provisions of the Bid Security, or the bidder and his surety shall be liable under the Bid Bond, as the case may be.
5. The surety or sureties and insurance companies named in the space provided have agreed to furnish bonds, insurance, and endorsements in the form and amounts set forth in the Contract Documents in the event the Contract is awarded on the basis of this proposal.
6. The undersigned hereby certifies that this proposal is genuine and not sham or collusive or made in the interest or in behalf of any person not herein named, and the undersigned has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any other person, firm or corporation to refrain from bidding, and the undersigned has not in any manner sought by collusion to secure for himself an advantage over any other bidder.
7. In conformance with current statutory requirements of Section 1860, et. seq., of the Labor Code of the State of California, the undersigned confirms the following as his certification:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
8. Receipt of Addenda No. ___ through ___ is hereby acknowledged. (If none, write “NONE”).
9. The prospective bidder certifies, by INITIALING AFTER THE FOLLOWING STATEMENT and by signing and submitting this bid, to the best of his or her knowledge and belief, that:
1 1
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28 No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement.
Initials _______
If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, “Disclosure of Lobbying Activities,” in accordance with its instructions. The “Disclosure of Lobby Activities” is form Attachment G on page 12-87 of Exhibit 12-E titled “Federal Requirements for Federal-Aid Construction Project”.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certifications shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.
The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,0000 and that all such sub-recipients shall certify and disclose accordingly.
10. In compliance with the Notice Inviting Bids and all the provisions hereinbefore stipulated, the undersigned, with full cognizance thereof, hereby proposes to perform the entire work for the prices set forth in the attached BID SCHEDULE upon which award of the Contract is made.
(Continued on next page)
GL
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DATE: March 21 20 26 BIDDER’S E siya Construction Group LLC By__Z O74
Signature ‘
Guillaume Lefevre
Printed Name
TITLE_Manager
BY
Signature
n/a
Printed Name
TITLE_n/a
(CORPORATE SEAL) BIDDER'S MAILING ADDRESS:
Namie and address.of all members 3460 Marron Rd, Ste 103220, Oceanside, CA 92056 of the firm or names of all officers
of the corporation.
CORPORATION ORGANIZED UNDER THE LAWS ne OF THE STATE OF
California Limited Liability Company
CONTRACTOR'S LICENSE # 1115381
EXPIRATION DATE_93/31/2028
CONTRACTOR'S LICENSE CLASS 4: 8
SURETY OR SURETIES:
Preferred Bonding & Insurance Services
INSURANCE COMPANY: Evanston Insurance Company
"State Comp Insurance Fund
Kinsale Insurance Company
Kemper Auto
| certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct: YG, ‘
Aj 03/21/2026
Date CONTRACTOR'S SIGNATURE
29 05/12/2026 C6 410 of 440
30 BID SCHEDULE
To be completed through the City’s Electronic Bidding System (OpenGov Procurement)
Pursuant to and in compliance with the Notice Inviting Bids and other Contract Documents relating to the proposal for the construction of
REAL PROPERTY IMPROVEMENTS
as specifically set forth in documents entitled
WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351)
all in accordance with the Plans and Project Specifications on file at the City of Vista Engineering Department, the undersigned bidder, having familiarized himself with the terms of the Contract, the local conditions affecting the performance of the Contract and the cost of the Work at the place the Work is to be done; and with the Plans, Project Specifications and other Contract Documents, hereby stipulated; the Contractor agrees to complete the Contract, including all of its component parts and everything required to be performed, and to provide and furnish any and all labor, materials, tools, equipment, expendable supplies and all utility and transportation services necessary to perform the Contract, and complete in a workmanlike manner all of the Work required in connection with the Contract, all in strict conformance with the Plans and Project Specifications on file at the City of Vista Engineering Department.
All items shall be finished and functional per Plans and the Contract Documents. Items designated with an ‘S’ in the Bid Item column of the Bid Schedule are Specialty Items per Subsection 3-2 (“SELF-PERFORMACE”) of the San Diego Regional Supplement to the Greenbook.
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31 BID SCHEDULE
(Provided for reference only)
PROJECT NAME: WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351)
TO BE COMPLETED THROUGH THE CITY’S ELECTRONIC OPENGOV PROCUREMENT BIDDING SYSTEM
NOTE 1: The Bid Schedule Worksheet is only provided as a reference for preparing the bid. Only the unit prices and totals entered in the OpenGov Procurement bidding system will be considered valid for purposes of the City’s bid evaluation. The low bidder bid schedule from OpenGov Procurement will be printed and inserted into the final contract documents.
Note 2: Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted. The following “Description of Base Bid Items” is part of the Bid Schedule and shall be submitted with the bid.
Bid Items
Bid Item Description Of Work Qty. Unit
1 Mobilization & Demobilization
(5% maximum of Total Base Bid). 1 LS
2 Storm Water Pollution Prevention and Erosion Control. 1 LS 3 Temporary Fencing. 1 LS
4 Traffic Control and Construction Staging. 1 LS
5 Utility Potholing. 1 LS
6 Public Bathroom Facilities. 1 LS
7 Record Drawing (“As-Built”) Plans (Stipulated Amount). $1000 8 ‘S’ Hazardous Material Abatement. 1 LS
9 Demo, Clearing, Grubbing, Haul Off, Saw cutting, and
Removals of Existing Bathroom, Vegetation, Concrete
and other Existing Improvements Interfering with New
Work.
1 LS
10 ‘S’
Construct New Electrical Conduit and Wire. Including
Final Connection to CXT Precast Restroom. 1 LS
11 Coordinate with SDG&E to Move Electrical Meter to New Restroom. 1 LS
12 Construct New Sewer Lateral. Including final Connection to CXT Precast Restroom. 1 LS
13 ‘S’
Construct New Water Supply Line. Including Final
connection to CXT precast restroom. 1 LS
14 Construct CXT Restroom Pad. 1 LS
05/12/2026 C6 412 of 440
32 Bid Item Description Of Work Qty. Unit
15 ‘S’
Receive and install CXT precast restroom. Include crane needed to install owner supplied restroom. 1 LS
16 Construct 5" PCC Sidewalk with 6" Class 2 Aggregate
Base. 900 SF
17 Construct 12” PCC Retaining Curb per Detail 1 on Sheet 3 with 6" Class 2 Aggregate Base. 24 LF
18 Restore Landscaping Disturbed by Construction 1 LS
19 Supply and Install 48” Jacaranda Tree. 1 EA
20 Landscaping and Irrigation Restoration. Extend Existing Irrigation to New Turf Area and New Tree. 1 LS
21 Supply and Install Drinking Fountain. 1 LS
BID SCHEDULE WORKSHEET – END
(Provided for reference only)
BID SCHEDULE TO BE COMPLETED THROUGH THE CITY’S ELECTRONIC BIDDING SYSTEM (OPENGOV PROCUREMENT)
NOTE: Determination of the lowest bid shall be based solely on the lowest TOTAL BASE BID FOR IMPROVEMENTS.
Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted.
Description of Base Bid Items:
(Scan and Include with Bid Package)
Bid Item 1 – Mobilization & Demobilization (5% Maximum of Total Base Bid): Bid item shall include full compensation for all bonds, insurance, sureties, licenses, permits, facilities, labor, equipment and material necessary to complete all work required in advance of construction operations, and upon the initiation of construction operations, to mobilize all required equipment, materials and personnel on-site, and complete all associated and appurtenant work in accordance with the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer. The Bid Item shall also include all labor, equipment and material required to clean-up and restore the site, demobilize and remove all equipment, materials, and staging, and complete all work required at the end of construction operations in accordance with the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer. The lump sum price for this item shall not exceed 5% of the Total Base Bid.
Bid Item 2 - Storm Water Pollution Prevention and Erosion Control: Bid item shall include full compensation for all labor, materials, and equipment required to complete all work necessary to maintain, repair and replace all temporary construction BMPs and associated work as required to ensure the project’s full compliance with State Water Resources Board’s General Construction Permit (Order No. 2009 -0009-DWQ) and Section 7-8.6 of the Supplementary General Provisions. Bid item shall include all necessary labor, materials, and equipment and all other related costs for preparation, installation, adjustments, and removal shall be considered as included in the bid price. A SWPPP is not required for this project.
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33 Bid Item 3 - Temporary Fencing: Bid item shall include full compensation for all labor, materials, and equipment required to supply, erect, and maintain 6’ temporary fencing with privacy screen around laydown yard and construction site for the duration of the project and the removal once the project is complete.
Temporary fencing shall be kept clean of graffiti by using paint of the same color as the screen to paint over it. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 4 - Traffic Control, Construction Staging,: Bid item shall include full compensation for all labor, materials, and equipment required to complete all work to prepare, submit, and obtain approved Traffic Control Plans from the City of Vista Traffic Engineering Department; handle traffic (including f lagging costs and person(s) to safely control pedestrian and vehicular traffic), furnish tools, equipment, and incidentals, and for performing all work involved in staging, constructing, furnishing, placing, removing, storing, maintaining, moving to new lo cations, replacing and disposing of the components of the traffic control system (including traffic control devices, temporary road resurfacing, and steel plate covers per COV Standard SRF-11A); installation and removal of all required temporary striping, and signing associated and appurtenant work as specified in the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer.
Bid Item 5 – Utility Potholing: Bid item shall include full compensation for all labor, materials, and equipment required to pothole any utilities adjacent to or crossing proposed trench identified by utility mark out as specified in the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer.
Bid Item 6 – Public Bathroom Facilities: Bid item shall include full compensation for all labor, materials, and equipment required to provide the public with 4 temporary bathrooms during construction. 2 of the bathrooms shall be ADA compliant. Bathrooms shall be on site prior to closure and demolition of existing bathroom and shall remain onsite until the new CXT bathroom is operational and accessible to the public.
The temporary bathrooms shall be cleaned weekly. Contractor to meet with City to discuss placement of temporary bathrooms Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 7 - Record Drawing (“As-Built”) Plans. (stipulated amount $1,000): Bid item shall include full compensation for all labor, materials, and equipment required to provide City with accurate “red line” plans showing the exact location of all improvements, existing utilities, that have been modified as part of the Work.
Bid Item 8 S – Hazardous Material Abatement.: Bid item shall include full compensation for all labor, materials, and equipment required to remove hazardous material listed in Appendix J from the existing bathroom. All work shall be performed by a CDPH-certified Lead-Related Construction Firm utilizing CDPH- certified Lead Supervisors and Lead Workers, in accordance with Title 17, California Code of Regulations, Cal/OSHA requirements, DTSC hazardous waste regulations, and all applicable local ordinances. A waste manifest shall be submitted to the City after the material has been removed. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 9 – Demo, Clearing, Grubbing, Haul Off, Saw cutting, and Removals of Existing Bathroom, Vegetation, Concrete and other Existing Improvements Interfering with New Work.: Bid item shall include full compensation for all labor, materials, and equipment required to complete all work necessary to remove and dispose all natural and artificial objectionable material within the limits of excavation, as required to complete the Work and additional clearing and grubbing as may be identified within the Contract including but not limited to, existing bathroom, landscaping, vegetation, roots, irrigation, concrete pavement, concrete walks, saw cuts, cold plane, water lines, sewer pipe, electrical conduit, and concrete surface improvements, in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the 05/12/2026 C6 414 of 440
34 Plans, and as directed by the Engineer. Any other related work shall be considered as included or included in the costs of other work. Existing thickness may vary. No additional compensation will be made.
Bid Item 10 – Construct New Electrical Conduit and Wire. Including Final Connection to CXT Precast Restroom.: Bid item shall include full compensation for all labor, materials, and equipment required to trench to existing electrical conduit, place junction box, place conduit for electrical panel and SDGE meter, stub up per CXT bathroom stub up location on DK4-19 in appendix L, pull wire, make connections, move existing breakers over to new panel, test, backfill trench with native material compacted to 90%, and surface restoration per applicable codes and regulations. Final wiring connections to be made after CXT precast restroom has been set in final location. Size wire based on electrical load from CXT per Sheet DK4-22. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 11 – Coordinate with SDG&E to Move Electrical Meter to New Restroom.: Bid item shall include full compensation for all labor, materials, and equipment required to coordinate the removal of the SDGE meter prior to existing bathroom demolition and installation of meter after new prefab bathroom has been installed.
Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 12 – Construct New Sewer Lateral. Including Final Connection to CXT Precast Restroom.: Bid item shall include full compensation for all labor, materials, and equipment required to trench for new piping, excavate existing 6” sewer lateral 4 feet below grade, connect new 4” PVC pipe with a 4” to 6” reducer, install new cleanout, test, backfill trench with native material compacted to 90%, bringing the new sewer lateral to the stub up location shown on CXT Precast Products drawing DK4-19, and plumbing items shown as “Not by CXT” on drawings DK4-19 through DK4-21 in appendix L. Final sewer lateral connections to be made after CXT precast restroom has been set in final location. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 13 – Construct New Water Supply Line. Including Final Connection to CXT Precast Restroom.: Bid item shall include full compensation for all labor, materials, and equipment to trench, lay 2” Type K copper pipe, connect water lateral, stub up location shown on CXT Precast Products drawing DK 4-19, backfill trench with native material compacted to 90%, install plumbing items shown as “Not by CXT” on drawings DK4-19 through DK4-21 in appendix L, backfill, and surface restoration. Final water supply line connections to be made after CXT precast restroom has been set in final location. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 14 –Construct CXT Restroom Pad: Bid item shall include full compensation for all labor, materials, and equipment to over-excavate 3 feet below and 3 feet past edge of precast restroom bottom as recommended by soils report section 8.1.4. Scarify and recompact bottom 8” of excavation to 90%. Backfill
2.5’ of excavation in 8” lift compacted to 90% with material described in section 8.1.7 of the soils report in appendix I. Backfill final 6” with class 2 base compacted to 95% per foundation detail from DK4-18 in appendix L. Bid item shall also include grading slope away from CXT pad, disposal of excess soils, and installing topsoil where necessary. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 15 – Receive and Install CXT Precast Restroom. Including Crane Needed to Install Owner Supplied Restroom.: Bid item shall include full compensation for all labor, materials, and equipment to coordinate, receive, and install owner supplied CXT precast restroom. Restroom will be delivered to site where contractor is to provide crane service to offload restroom and install on prepared pad. See rigging details on DK4-2 in appendix L. Provide lift plan for review and approval by the Engineer prior to lift. Install owner provided 05/12/2026 C6 415 of 440
35 exterior sinks, grabrails, water fountain, and signage onto restroom. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 16 – Construct 5" PCC Sidewalk with 6" Class 2 Aggregate Base.: Bid item shall include full compensation for all labor, materials, and equipment required to install 5” PCC sidewalk around restroom (after restroom is installed) with expansion joint between on minimum of 6-inches of Class 2 aggregate base in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans, and as directed by the Engineer. Concrete class shall be 560-C- 3250. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 17 – Construct 12” PCC Retaining Curb per Detail 1 on Sheet 3 with 6" Class 2 Aggregate Base.: Bid item shall include full compensation for all labor, materials, and equipment required to Construct 12” PCC Retaining Curb per Detail 1 on Sheet 3 with 6" Class 2 Aggregate Base. Concrete class shall be 560-C-3250.
Curb shall be 12” at the highest point and decrease height to follow the slope. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 18 – Restore Landscaping Disturbed by Construction. Bid item shall include full compensation for all labor, materials, and equipment to prepare soil, and install landscaping in areas disturbed by construction (including sod to match existing grass), and maintain for 90 days from install date in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans, and as directed by the Engineer. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 19 – Supply and Install 48” Jacaranda Tree. Bid item shall include full compensation for all labor, materials, and equipment to prepare soil, install tree per tree planning detail on sheet 4 of the plan set, and maintain for 90 days from install date in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans, and as directed by the Engineer. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 20 – Landscaping and Irrigation Restoration. Extend Existing Irrigation to New Turf Area and New Tree.: Bid item shall include full compensation for all labor, materials, and equipment to notify the City to shut off irrigation in work area prior to clear and grub, remove landscaping and irrigation in conflict with work, cap ends of irrigation pipe, and notify the City the ends are capped and irrigation can be turned back on.
Replace landscaping and irrigation when earthwork is complete. Ensure plants in construction zone do not die during the work by watering them if irrigation has been moved or shut off. Bid item shall include full compensation for all labor, materials, and equipment to extend existing irrigation to new turf and trees in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans, and as directed by the Engineer. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 21 – Supply and Install Drinking Fountain.: Bid item shall include full compensation for all labor, materials, and equipment required to supply and install an ELKAY LK4430BF1UGRY drinking fountain per manufactures instructions. Provide all hardware and material needed to mount the drinking fountain and tie it into utilities. Install 1 ½” drainpipe with P trap that connects to the sewer pipe system under CXT restroom.
Install ½” copper waterline with 3/8”reducer to drinking fountain that stubs up into the CXT restroom chase.
Install tee onto a waterline in the chase and attach it to the copper waterline with a ball valve. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
05/12/2026 C6 416 of 440
-END OF BID SCHEDULE-
CONTRACTOR'S LICENSING STATEMENT
The undersigned is licensed in accordance with the laws of the State of California providing for the registration of Contractors.
Contractor's License Number: T1381
Contractor's License Class: A,B
Expiration Date: 03/31/2028
(As described in the INSTRUCTIONS FOR SIGNING BIDS, BONDS AND CONTRACTS, complete and sign the appropriate section for your company)
Guill e Lefevre, Manager
Name of Individual Contractor (Print or type)/ :
Pa (
3460 Marron Rd, Ste 103220, Oceanside, CA 92056
Signature of Contractor:
Business Address:
or
Name of Partnership or Joint Venture Firm: nia
Business Address:
Signature, printed name, title and address of members signing on behalf of the partnership:
Signature: Name: Title:
Address:
Signature: Name: Title:
Address:
or
Name of Corporation: __/a
Business Address:
Corporation organized under the laws of the State of
Signature of Officer of Corporation Printed Name and Title
Signature of Officer of Corporation Printed Name and Title 36 05/12/2026 C6 417 of 440
37 PROJECT REFERENCES
The Bidder shall provide evidence that the Bidder has had the prior experience to properly perform in accordance with the terms of these Plans and Project Specifications.
List ALL contracts with public agencies entered within the past five (5) years of the most recent projects for which the Bidder has completed work of similar size and complexity to this project as the General (or Prime) Contractor, and the names and phone numbers of the contracting public agencies. Make copies of this page for listing additional projects.
Project
No. Date Completed Public Agency Name,
Contact Person & Phone
Project Name and Description of
Work Contract Amount
1. 2.
3. 4.
5. 6.
7. Note: Attached pre-printed list to this page to list additional projects.
National School District $647,000
$767,000
OUHS $435,000
Vallecitos SD $219,000
SDUHSD $226,000
EUSD
SDUSD
$284,000
SDUSD $466,00012/2024
02/2025
08/2025
02/2026
03/2026
In Progress
Modular Restroom Building El Camino
Abatement, selective demo,
concrete, prefab building, sitework,
paving, etc.
Freezers SDUSD
Abatement, selective demo,
concrete, electrical, plumbing,
freezer equipment, steel studs,
roofing, etc.
Vallecitos New Portable Building
Project - Rebid
Directional boring, concrete,
electrical, earthwork, etc
SDUHSD Closure In Place
Underground Storage Tank
Closure in place, drilling, concrete,
paving, etc.
Middle School Nutrition Kiosk
Site work, directional boring,
concrete, electrical, finishes, etc
Single Point of Entry at 5 Sites
Electrical, low voltage, interior
finishes, etc
Warehouse Freezer Replacement
Selective demo, concrete,
structural steel, freezer equipment,
etc.
In Progress
05/12/2026 C6 418 of 440
38 CONTRACTOR’S LIST OF SUBCONTRACTORS
PROJECT NAME: WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351) NAME OF BIDDER: ______________________________________________________________________________ In accordance with Division 2, Part 1, Chapter 4 of the Public Contract Code, the prime Contractor shall submit with its Bid a list of subcontractors who will perform work in excess of one-half of one percent (0.5%) of the prime Contractor’s total Bid or $10,000, whichever is greater.
Subcontractors listed must be properly licensed for the type of work they are to perform, and their license numbers must be indicated below. Do not list alternate subcontractors for the same work.
Name under which
Subcontractor is licensed
License No.
and Class
Address of Office,
Mill or Shop
DBE
(Yes/No)
Bid
Item
No(s).
Description of
Subcontractor’s
Portion of Work
Dollar Value
of
Subcontract
(Provide additional copies of this sheet if needed)
Sitka Construction Group LLC
CLANCY CONTRACTING
SERVICES INC
CSLB: 932968
DIR: 1000005285
10658 PROSPECT AVENUE
SUITE A
SANTEE, CA 92071
N Abatement and
demolition
8 $20,000.00
CSLB: 328332
DIR: 1000021410
440 NORTH HALE AVE
ESCONDIDO, CA 92029
N Electrical
B - GENERAL BUILDING
C-2 - INSULATION AND ACOUSTICAL
C21 - BUILDING MOVING, DEMOLITION
C22 - ASBESTOS ABATEMENT (Check DOSH Asbestos Registration) C-61 / D63 - CONSTRUCTION CLEAN-UP
C-61 / D06 - CONCRETE RELATED SERVICES
C-61 / D64 - WATER/FIRE/MOLD REMEDIATION
C10 - ELECTRICAL
SKELLY ELECTRIC INC 10
11 $15,000.00
FRANK AND SON PAVING INC CSLB: 612545
DIR: 1000009502 PO BOX 698
BONITA, CA 91908 N
C12 - EARTHWORK AND PAVING
A - GENERAL ENGINEERING
Earthwork
14 16 (Aggregate base)
17 (Aggregate base)
N 12
13 $15,000.00
$14,000.00
PlumbingAJ PLUMBING CORP CSLB: 1119296
DIR1001161200
1971 PADDING RIVER RD
CHULA VISTA, CA 91913
C36 - PLUMBING
BOB TURNER'S CRANE SERVICE
INCORPORATED
dba BOB'S CRANE SERVICE
CSLB: 971800
DIR: 1000008256
C-61 / D21 - MACHINERY AND PUMPS
12101 HIGHWAY 67
LAKESIDE, CA 92040 N 15 $20,000.00
Machinery
05/12/2026 C6 419 of 440
NON-COLLUSION DECLARATION
WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351) TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID The undersigned declares:
lam the Manager of Sitka Construction Group LLC
(Title) (Company Name)
, the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. | declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 03/21/2026 , at ____ Oceanside ,___ California ”
(Date) (City) (State)
4 y
Signature
Guillaume Lefevre
Printed Name
Manager
Title
39 05/12/2026 C6 420 of 440
OF VISTA
re [ F oO OR N TOA
CONTRACTOR’S CERTIFICATION ON FEDERAL CONTRACT
REQUIREMENTS
| hereby certify that | have reviewed the federal construction contract-related requirements (included in appendices A, B, and C) imposed on the Contractor(s) of CDBG Grant Program- funded construction projects and fully understand all my obligations if the project is awarded to me.
Project Name: WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.1.P. No. 8397)
Location: 651 E Vista Way, Vista, CA 92084
Amount of Bid: ¢ _ 199:000.00
Sitka Construction Group LLC
Name of Bidder
Guillaume Lefevre, Manager
Print Name and Title
3460 Marron Rd, Ste 103220
Street Address
Oceanside, CA 92056
City, State Zip C
/
Signature
40 05/12/2026 C6 421 of 440
Certification Regarding Debarment, Suspension, Proposed Debarment, and Other Responsibility Matters (Per 48CFR 52.209-5)
1. The Bidder certifies, to the best of its knowledge and belief, that the Bidder and its Principals, and any of its prospective subcontractors for this award:
a) Are not presently debarred, suspended, proposed for debarment, or declared ineligible for the award of contracts by any Federal, State or localagency; b) Have not, within a three-year period preceding this offer, been convicted of or had a civil judgment rendered against them for: commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) contract or subcontract; violation of Federal or State antitrust statutes relating to the submission of offers: or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, tax evasion, violating Federal, State or local criminal tax laws, or receiving stolen property (if Bidder checks “have”, the Bidder shall also see 52.209-7, if included in this solicitation); C) Are not presently indicted for, or otherwise criminally or civilly charged by a governmental entity with, commission of any of the offenses enumerated in subdivision (a)(1)(i)(B) of this provision; d) Have not, within a three-year period preceding this offer, been notified of any delinquent Federal, State or local taxes in an amount that exceeds $3,000 for which the liability remains unsatisfied. e) Have not, within a 3-year period preceding this offer, had one or more contracts terminated for default by any Federal, State or local agency;and f) Do not have an Active Exclusion on the System for Award Management (SAM), which is available at https://sam.gov/
2. The Bidder shall provide immediate written notice to the Contracting Officer if, at any time prior to contract award, the Bidder learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.
3. The certification in paragraph (1) of this provision is a material representation of fact upon which reliance was placed when making award. If it is later determined that the Bidder knowingly rendered an erroneous certification, in addition to other remedies available to the Government, the Contracting Officer may terminate the contract resulting from this award fordefault.
4. Where the Bidder is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this certification form. 03/21/2026 ZZ Date: ey Company Name:_Sitka Construction Group LLC
Name: Guillaume Lefevre, Manager Signature: VY
(President or Authorized Official of Consultant)
Guidance:
(A) Bidder’s (or its subconsultant’s) inability to certify to the items in paragraph (1)(B), (1)(C), (1)(D), and (1)(E) will not necessarily result in withholding of an award. However, this certification will be considered in connection with a determination of the Bidder's responsibility. Failure of the Bidder to furnish a certification or provide such additional information as required in paragraph (4) above or as requested by the Contracting Officer may render 41 05/12/2026 C6 422 of 440
42 Certification Regarding Debarment CONT.
the Bidder nonresponsible. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by paragraph (1) above. The knowledge and information of an Bidder is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.
(B) “Principal”, for the purposes of this certification, means an officer, director, owner, partner, or a person having primary management or supervisory responsibilities within a business entity (e.g., general manager; plant manager; head of a division or business segment; and similar positions).
(C) Federal taxes are considered delinquent if both of the following criteria apply:(i) The tax liability is finally determined. The liability is finally determined if it has been assessed. A liability is not finally determined if there is a pending administrative or judicial challenge. In the case of a judicial challenge to the liability, the liability is not finally determined until all judicial appeal rights have been exhausted. (ii) The taxpayer is delinquent in making payment. A taxpayer is delinquent if the taxpayer has failed to pay the tax liability when full payment was due and required. A taxpayer is not delinquent in cases where enforced collection action is precluded.
Examples. (i) The taxpayer has received a statutory notice of deficiency, under I.R.C. § 6212, which entitles the taxpayer to seek Tax Court review of a proposed tax deficiency. This is not a delinquent tax because it is not a final tax liability. Should the taxpayer seek Tax Court review, this will not be a final tax liability until the taxpayer has exercised all judicial appeal rights. (ii) The IRS has filed a notice of Federal tax lien with respect to an assessed tax liability, and the taxpayer has been issued a notice under I.R.C. § 6320 entitling the taxpayer to request a hearing with the IRS Office of Appeals contesting the lien filing, and to further appeal to the Tax Court if the IRS determines to sustain the lien filing. In the course of the hearing, the taxpayer is entitled to contest the underlying tax liability because the taxpayer has had no prior opportunity to contest the liability. This is not a delinquent tax because it is not a final tax liability. Should the taxpayer seek tax court review, this will not be a final tax liability until the taxpayer has exercised all judicial appeal rights.(iii) The taxpayer has entered into an installment agreement pursuant to I.R.C. § 6159. The taxpayer is making timely payments and is in full compliance with the agreement terms. The taxpayer is not delinquent because the taxpayer is not currently required to make full payment.(iv) The taxpayer has filed for bankruptcy protection. The taxpayer is not delinquent because enforced collection action is stayed under 11 U.S.C. 362 (the Bankruptcy Code). 05/12/2026 C6 423 of 440
*Sitka Construction Group LLC is not involved in any lobbying activities.
DISCLOSURE OF LOBBYING ACTIVITIES
Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 (See reverse for public burden disclosure.)
Approved by OMB
0348-0046
1. Type of Federal Action:
Ca. contract
Cb. grant
Cc. cooperative agreement
Cid. loan
Ce. loan guarantee
Of. loan insurance
2. Status of Federal Action:
0 a. bid/offer/application
Ob. initial award
Oc. post-award
3. Report Type:
© a. initial filing
Ob. material change
For Material Change Only:
year quarter
date of last report
4. Name and Address of Reporting Entity:
Prime Subawardee
Tier if known:
Congressional District, if known : 4¢
E If Reporting Entity in No. 4 is a Subawardee, Enter Name nd Address of Prime:
Congressional District, if known :
6. Federal Department/Agency:
|
7. Federal Program Name/Description:
ICFDA Number, if applicable :
‘8. Federal Action Number, if known: ; Award Amount, if known:
10. a. Name and Address of Lobbying Registrant
( if individual, last name, first name, MI):
b. Individuals Performing Services (including address if different from No. 10a ) (last
name, first name, MI ):
A. Information requested through this form is authorized by title 31 U.S.C. section 7352. This disclosure of lobbying activities is a material representation of fact jlupon which reliance was placed by the tier above when this transaction was made or entered nto. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure Signature:
Print Name; _ Gut
Title: Manager
Date: 03/21/2026 [Telephone No.: 760-814-9642
Federal Use Only: __ |Authorized for Local Reproduction __ {Standard Form LLL (Rev. 7-97)
43 05/12/2026 C6 424 of 440
44 INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant to title 31 U.S.C. section 1352. The filing of a form is required for each payment or agreement to make payment to any lobbying entity for influencing or attempting to influence an officer or employeeof any agency, a Member of Congress, an officer or employeeof Congress, or an employeeof a Member of Congress in connection with a covered Federal action. Completeall items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.
1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action.
2. Identify the status of the covered Federal action.
3. Identify the appropriate classification of this report. If this is a followup report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last previously submitted report by this reporting entity for this covered Federal action.
4. Enter the full name, address, city, State and zip code of the reporting entity. Include Congressional District, if known. Check the appropriate classification of the reporting entity that designates if it is, or expects to be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.
5. If the organization filing the report in item 4 checks "Subawardee," then enter the full name, address, city, State and zip code of the prime Federal recipient. Include Congressional District, if known.
6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organizationallevel below agency name, if known. For example, Department of Transportation, United States Coast Guard.
7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans, and loan commitments.
8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g., Request for Proposal (RFP) number; Invitation for Bid (IFB) number; grant announcement number; the contract, grant, or loan award number; the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."
9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5.
10. (a) Enter the full name, address, city, State and zip code of the lobbying registrant under the Lobbying Disclosure Act of 1995 engaged by the reporting entity identified in item 4 to influence the covered Federal action.
(b) Enter the full names of the individual(s) performing services, and include full address if different from 10 (a). Enter Last Name, First Name, and Middle Initial (MI).
11. The certifying official shall sign and date the form, print his/her name, title, and telephone number.
According to the Paperwork Reduction Act, as amended, no persons are required to respond to a collection of information unless it displays a valid OMB Control Number. The valid OMB control number for this information collection is OMB No. 0348-0046. Public reporting burden for this collection of information is estimated to average 10 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, DC 20503.
05/12/2026 C6 425 of 440
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
Executive Order 11246
This certification is required pursuant to Executive Order 11246 (30 F. R. 12319-25). The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause, and, if so, whether it has filed all compliance reports due under applicable instructions.
Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such bidder shall be required to submit a compliance report within seven calendar days after bid opening. No contract shall be awarded unless such report is submitted.
1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clauses, as required by Executive Orders 10925, 11114, 11246, or 11375.
U), YES, If yes, identify the most recentcontract: W No
2. Compliance reports were required to be filed in connection with such contract or subcontract.
Y YES, If yes, identify the most recentcontract:
NO
3. Bidder has filed all compliance reports due under applicable instructions. Q) YES NO
4. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended? QO) YES W No
Company: Sitka Construction Group LLC
Y ae
vl Guillaume Lefevre, Manager 03/21/2026
Signature Title Date
n/a
Signature Title Date
45 05/12/2026 C6 426 of 440
NON-SEGREGATED FACILITIES CERTIFICATION EXECUTIVE ORDER 11246 (30 F.R. 12319-25) This certification is required pursuant to Executive Order 11246 (30 F.R. 12319-25). The bidder's attention is called to the clause entitled Equal Employment Opportunity of the General Conditions of the Contract for Construction. "Segregated facilities," as used in this provision, means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees, that are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, or national origin because of habit, local custom, or otherwise.
By the submission of this bid, the bidder certifies that it does not and will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not and will not permit its employees to perform their services at any location under its contro! where segregated facilities are maintained. The bidder agrees that a breach of this certification isa violation of the Equal Employment Opportunity clause in the contract.
The bidder further agrees that (except where it has obtained identical certifications from proposed subcontractors for specific time periods) prior to entering into subcontracts which exceed $10,000 and are not exempt from the requirements of the Equal Employment Opportunity clause, it will obtain identical certifications from the proposed subcontractors; retain the certifications in its files; and forward the following notice to the proposed subcontractors (except if the proposed subcontractors have submitted identical certifications for specific timeperiods):
Notice to Prospective Subcontractors of Requirement for Certifications of Non- A Certification of Non-segregated Facilities must be submitted before the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Employment Opportunity clause of the prime contract. The certification may be submitted either for each subcontract or for all subcontracts during a period (i.e., quarterly, semiannually, or annually).
|, hereby certify that all the information stated herein, as well as any information provided in the accompaniment herewith, is true and accurate.
Sitka Construction Group LLC
LA Guillaume Lefevre, Manager 03/21/2026
Company:
Signature Title Date
n/a
Signature Title Date
46 05/12/2026 C6 427 of 440
NON-LOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS
The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her Knowledge and belief, that:
1 No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with itsinstructions.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.
The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. ie
J ° 03/21/2026
BIDDER’S SIGNATURE DATE
Guillaume Lefevre, Manager
47 05/12/2026 C6 428 of 440
NON-COLLUSION DECLARATION
Guillaume Lefevre , being first duly sworn, deposes and says that he is___Manager Of_Sitka Construction Group LLCthe party making the attached bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person,
partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or shambid. | certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
Name of Bidder Sitka Construction Group LLC (aia
Printed Name and Title Guillaume Lefevre, Manager
Signature
Dated 03/21/2026
48 05/12/2026 C6 429 of 440
Bond No.:: BB
BID BOND
KNOW ALL PERSONS BY THESE PRESENTS that:
The City of Vista (“City”) has issued an invitation for bids for the work described as follows:
Work Description.
Sitka Construction Group,3460 Marron Rd Ste 103220 Oceanside CA 92056, (760) 814-9642 (Name, address, and telephone number of Bidder)
the undersigned bidder (“Principal”), has submitted the accompanying bid to City for the work.
Bidders are required under the provisions of the Contract to furnish a form of bidder's security with their bid.
NOW, THEREFORE, we, the undersigned Principal, and
The Ohio Casualty insurance Company, 790 The City Drive South, Suite 200 Orange, CA 92868, (800) 763-9268 (Name, address, and telephone number of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum not less than ten percent ( 10%) of the total base bid amount, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal shail not withdraw said bid within the period specified in the bidding specification, or, if no period be specified, for ninety (90) calendar days after the bid opening; or if the Principal does not attempt to withdraw the bid when the requirements of Public Contract Code §5101 ef seg. are not met; or if the Principal is awarded a contract for the work by City and, within the time and in the manner required by the bidding specification , or if no period be specified, within ten (10) working days after the Contract is awarded, enters into the written form of contract included with bidding specification, furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and furnishes the required insurance coverages, then this obligation shall become null and void: otherwise, it shall be and remain in full force and effect.
In case suit is brought upon this bond, Surety further agrees to pay all court costs incurred by City in the suit and reasonable attorneys’ fees in an amount fixed by the court.
Surety, for value received, hereby stipulates and agrees that no change, extension of time for award of a contract after opening of bids, alteration, addition, modification, or supplement to the terms of the bidding documents, the work to be performed thereunder, or the Contract Documents shall in any way affect Surety’s obligations under this Bond, and Surety does hereby waive notice of any such change, extension of time, alteration, addition, modification or supplement to the terms of said Bidding Documents, the Work to be performed thereunder, or the Contract Documents. Surety hereby waives the provisions of Califomia Civil Code §§ 2819, 2845, and 2849. City is an intended beneficiary of this bond and has all rights of a party thereto. [Text and signatures continued on page 2.]
51 05/12/2026 C6 430 of 440
IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed, and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
“Principal” “Surety”
Sitka Construction Group The Ohio Casualty Insurance Company By: C47 :
Signature Signature
GUILLAVHE LEFEVRE, HALAGEE. Patricia Zenizo, Attomey-in-Fact Name and Title " Name and Title
By: By: Signature Signature
Name Name
(Seal) (Seal)
This bond must be daied, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. 52 05/12/2026 C6 431 of 440
e
Liberty Liberty Mutual Insurance Company Mutual The Ohio Casualty Insurance Company Certificate No: 8205060-024102 ——_—_—* West American Insurance Company This Power of Attorney limits the acts of those named herein, and they have no authority to ' bind the Company except in the manner and to the extent herein Stated.
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the “Companies’), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Elisabete Salazar, Patricia Zenizo, Pietro Micciche
all of the city of Glendale State of CA each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as Surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons.
IN WITNESS WHEREOF, this Power of Attomey has been subscribed by an authonzed officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 19th day of March , 2021
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t= | This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casuaity Insurance Company, Liberty Mutual 2 Insurance Company, and West American Insurance Company which resolutions are now in full force and effect teading as follows: LL ARTICLE IV ~ OFFICERS: Section 12. Power of Attomey. 2 8 Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the SS ry President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety © 5 any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact, Subject to the limitations set forth in their respective powers of attorney, shall rs} E have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such Pra 3 instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company
West American Insurance Company
David M. Carey, Assistant Secretary
State of PENNSYLVANIA re
County of MONTGOMERY
On this 19th day of March _,__2021 _ before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
IN WITNESS WHEREOF, | have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written.
Commonwealth of Pennsytvania - Notary Seai
Teresa Pastella, Notary Public Vax Montgomery County } My commission expires March 28, 2025 | By: T mber 1 7 a ee oS Teresa Pastella, Notary Public
provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIll - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as May be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, uir
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bonds, recognizances and other Surety obligations. Such attormeys-in-fact subject to the limitations set forth in their respective powers of attomey, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary.
Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations.
Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. |, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attomey of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked.
IN TESTIMONY WHEREOF, | have hereunto set my hand ard atfixee the seals of said Companies this (ae day of awd 10k. :
God tabi
Renee C. Llewellyn, Assistant Secretary
By:
LMS-12873 LMIC OCIC WAIC Multi Co 02/21
05/12/2026 C6 432 of 440
A notary public or other officer compieting this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California )
County of __| os Angeles )
On V2 [2 1/202 Z before me, Pietro Daniel Micciche, Notary Public Date Here Insert Name and Title of the Officer personally appeared Patricia Zenizo
Name(s) of Signer{s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. | certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
serene bo i. VAN
Signature of Notary Public
PIETRO DANIEL MICCICHE Notary Public - California Los Angeles County z 4 Commission # 2505284 i My Comm, Expires Nov 24, 2028
Place Notary Seal Above
OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: Document Date: Number of Pages: ___ Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s) Signer's Name: Signer’s Name: (] Corporate Officer — Title(s): (} Corporate Officer — Title(s): C) Partner — [) Limited (4) Generai () Partner — () Limited [ General (J Individual (2 Attorney in Fact [) Individual C] Attorney in Fact (] Trustee (2 Guardian or Conservator C Trustee (] Guardian or Conservator C) Other: [J Other: Signer Is Representing: Signer Is Representing:
©2014 National Notary Association - www.NationaiNotary.org + 1-800-US NOTARY (1 -800-876-6827) item #5907 05/12/2026 C6 433 of 440
NON-COLLUSION DECLARATION FOR SUBCONTRACTORS
WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351)
TO BE EXECUTED BY EACH AWARDEE OF A SUBCONTRACT
The undersigned declares:
| am the _ Manager of __ Sitka Construction Group LLC , the party making the foregoing bid. (Title) (Company Name)
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put ina sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. The provisions of this declaration shall not be held as disqualifying a person, firm or corporation who has submitted a sub-proposal to one bidder from submitting separate sub-proposals or quoting prices for materials or work to other bidders. | declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on
03/21/2026 at Oceanside California »
A fr [ (City) (State)
‘Fi t* Signature
Guillaume Lefevre
Printed Name
Manager
Title
62 05/12/2026 C6 434 of 440
62 NON-COLLUSION DECLARATION FOR SUBCONTRACTORS
WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351)
TO BE EXECUTED BY EACH AWARDEE OF A SUBCONTRACT
The undersigned declares:
I am the __________________ of _________________________________, the party making the foregoing bid. (Title) (Company Name)
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. The provisions of this declaration shall not be held as disqualifying a person, firm or corporation who has submitted a sub-proposal to one bidder from submitting separate sub-proposals or quoting prices for materials or work to other bidders.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on
________________________, at ________________________________, ___________________________.” (Date) (City) (State)
________________________________________
Signature
________________________________________
Printed Name
________________________________________
Title
05/12/2026 C6 435 of 440
NON-COLLUSION DECLARATION FOR SUBCONTRACTORS
WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351)
TO BE EXECUTED BY EACH AWARDEE OF A SUBCONTRACT
The undersigned declares:
lamthe Vice President of _ Skelly Electric Inc , the party making the foregoing bid. (Title) (Company Name)
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put ina sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. The provisions of this declaration shall not be held as disqualifying a person, firm or corporation who has submitted a sub-proposal to one bidder from submitting separate sub-proposals or quoting prices for materials or work to other bidders. | declare under penalty of perjury under the laws of the State of Califomia that the foregoing is true and correct and that this declaration is executed on
3/23/26 at Escondido ; CA ”
we (City) . (State)
Signatur Y
Jim Kelly
Printed Name
Vice President
Title
62 05/12/2026 C6 436 of 440
NON-COLLUSION DECLARATION FOR SUBCONTRACTORS
WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351)
TO BE EXECUTED BY EACH AWARDEE OF A SUBCONTRACT
The undersigned declares:
| am the President of _Frank and Son Paving, Inc. |, the party making the foregoing bid. (Title) - (Company Name)
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive.or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has -full power to execute, and does execute, this declaration on behalf of the bidder. The provisions of this declaration shall not be held as disqualifying a person, firm‘or corporation who has submitted a sub-proposal to one bidder from submitting separate sub-proposals or quoting prices for materials or work to other bidders. | declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on
March 24,2026 Fit Chula Vista California
(Date) (City) (State)
Signature
Alicia Vasquez
Printed Name
President
Title
62 05/12/2026 C6 437 of 440
NON-COLLUSION DECLARATION FOR SUBCONTRACTORS
WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351)
TO BE EXECUTED BY EACH AWARDEE OF A SUBCONTRACT
The undersigned declares:
lam the ___President of AY PLUMBING CORP , the party making the foregoing bid. (Title) (Company Name) The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. The provisions of this declaration shall not be held as disqualifying a person, firm or corporation who has submitted a sub-proposal to one bidder from submitting separate sub-proposals or quoting prices for materials or work to other bidders. | declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on
03/24/2026 at San Diego _ California ” (Déte) (City) (State) /\/ LN (2x, 1 : = 7 N . Sighature Alejandro Ortiz
Printed Name
President
Title
62 05/12/2026 C6 438 of 440
62 NON-COLLUSION DECLARATION FOR SUBCONTRACTORS
WILDWOOD PARK RESTROOM REPLACEMENT PROJECT (C.I.P. No 8351)
TO BE EXECUTED BY EACH AWARDEE OF A SUBCONTRACT
The undersigned declares:
I am the __________________ of _________________________________, the party making the foregoing bid. (Title) (Company Name)
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. The provisions of this declaration shall not be held as disqualifying a person, firm or corporation who has submitted a sub-proposal to one bidder from submitting separate sub-proposals or quoting prices for materials or work to other bidders.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on
________________________, at ________________________________, ___________________________.” (Date) (City) (State)
________________________________________
Signature
________________________________________
Printed Name
________________________________________
Title
05/12/2026 C6 439 of 440
Line
Item Description
Quantit
y
Unit of
Measure Unit Cost Total
1 Mobilization & Demobilization (5% maximum of Total Base Bid) 1 LS $5,000.00 $5,000.00 2 Storm Water Pollution Prevention and Erosion Control 1 LS $3,500.00 $3,500.00 3 Temporary Fencing 1 LS $3,000.00 $3,000.00
4 Traffic Control and Construction Staging 1 LS $5,000.00 $5,000.00 5 Utility Potholing 1 LS $2,000.00 $2,000.00
6 Public Bathroom Facilities 1 LS $600.00 $600.00
7 Record Drawing (“As-Built”) Plans (Stipulated Amount) 1 EA $1,000.00 $1,000.00 8 'S' Hazardous Material Abatement 1 LS $20,000.00 $20,000.00 9 Demo, Clearing, Grubbing, Haul Off, Saw cutting, and Removals of Existing Bathroom, Vegetation, Concrete and other Existing Improvements Interfering with New Work. 1 LS $20,000.00 $20,000.00 10 'S'
Construct New Electrical Conduit and Wire. Including Final Connection to CXT Precast Restroom.1 LS $10,000.00 $10,000.00
11 Coordinate with SDG&E to Move Electrical Meter to New Restroom 1 LS $5,000.00 $5,000.00 12 Construct New Sewer Lateral. Including final Connection to CXT Precast Restroom 1 LS $7,500.00 $7,500.00 13 'S' Construct New Water Supply Line. Including Final connection to CXT precast restroom 1 LS $7,500.00 $7,500.00 14 Construct CXT Restroom Pad 1 LS $10,000.00 $10,000.00 15 'S'
Receive and install CXT precast restroom. Include crane needed to install owner supplied restroom.1 LS $20,000.00 $20,000.00
16 Construct 5" PCC Sidewalk with 6" Class 2 Aggregate Base. 900 SF $15.00 $13,500.00 17 Construct 12” PCC Retaining Curb per Detail 1 on Sheet 3 with 6" Class 2 Aggregate Base 24 LF $350.00 $8,400.00 18 Restore Landscaping Disturbed by Construction 1 LS $4,000.00 $4,000.00 19 Supply and Install 48” Jacaranda Tree 1 EA $9,000.00 $9,000.00 20 Landscaping and Irrigation Restoration. Extend Existing Irrigation to New Turf Area and New Tree 1 LS $5,000.00 $5,000.00
21 Supply and Install Drinking Fountain 1 LS $9,000.00 $9,000.00 Sub Total $169,000.00
1A Excavation for DG Path 4040 SF $5.00 $20,200.00
2A Fill for DG Path 1 LS $2,500.00 $2,500.00
3A Install Metal Edging Per Plan 780 LF $28.00 $21,840.00 4A Construction 4" Thick Stabilized Decomposed Granite Path with 4" Class II Aggregate 4040 SF $9.00 $36,360.00 5A Adjust Irrigation, Add Topsoil, and Sod Disturbed Areas 1 LS $2,000.00 $2,000.00 Sub Total $82,900.00
Total $251,900.00
05/12/2026 C6 440 of 440