Agenda packet — Laguna Hills City Council, August 25, 2026 (part 11 of 12)

1774061.2 SP-65 LH 6909-01/2023
801-2.1 General. The following paragraph shall be added at the end of the subsection:

The Contractor shall apply water as necessary to provide ideal moisture content for tilling and for planting as, herein specified.
801-2.2 Trench Excavation and Backfill. The second and last paragraph shall be deleted and the following added:

The depth of cover over pipelines and conduits shall be per Drawings.

The trenches shall not be backfilled until all required tests are performed. A fine granular material used for bedding and backfill will be placed on all lines. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones.

The finished surface shall be restored to the grade established prior to excavation. All mounding and divots shall be graded smooth to the satisfaction of the City Representative.

If settlement occurs, and subsequent adjustments in pipe, valves, valve/utility boxes, sprinkler heads, lawn or planting, or other construction are necessary, the Contractor shall make all required adjustments.
801-2.2.1 Trenching and Backfilling Under Paving. The following subsection shall be added:

Where irrigation lines are called for on the plans to be placed within a sleeve the PVC sleeve to be provided for such work shall be Schedule 40 PVC sleeve. 801-2.2.2 Trenching Adjacent to Existing Trees. The following subsection shall be added:

Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap, to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two (2) inches in diameter the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Trenches adjacent to trees should be closed within twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the free shall be kept shaded with burlap or canvas.
801-2.3 Topsoil Preparation and Conditioning
801-2.3.2 Fertilizing and Conditioning Procedures. The first paragraph of the subsection shall be deleted and replaced with the following:

The planting areas shall be brought to rough grade whereupon Fertilizer and Soil Conditioning required for the native soils for the intended landscape planting shall be added based upon the recommendations of Soils Fertility and Agricultural Suitability Report. (See Section 212) The Contractor, at no additional cost to the City, shall make two additional soils tests for agricultural fertility and suitability and fertilizer and amendment recommendations of all planting areas upon completion of excavation, topsoil backfilling, and grading. The Contractor shall amend it as necessary to comply with the soils test report at no additional cost to the City.

Page 1398 of 1571 ends

1774061.2 SP-66 LH 6909-01/2023
801-2.3.3 Weed Control. The following subsection shall be added:

Kill and remove all existing weeds from site areas utilizing post-emergent herbicide.

Upon completion of the irrigation system and after all designated shrub and ground covers, existing weeds and growth have been removed from the planting areas, the Contractor shall apply by spray a mixture of Commercial Fertilizer 12-12-12 to be applied at a rate of 400 lbs/per acre.

Thereafter, all areas shall be watered four (4) times daily until weed seeds have germinated, approximately 21 days or unless otherwise directed by the Engineer. Thereafter, watering shall cease for three (3) days to be followed by the spraying of a systemic herbicide containing the active ingredient glyphosate (Roundup-Pro, or approved equal). Spraying shall be at the labeled rate compatible with the eradication rate for the target weed species and shall be performed under the direction of a registered pest control advisor. After allowing sufficient time for the herbicide to kill all remaining weeds (2 weeks minimum), the areas to be landscaped shall be raked or hoed as directed by the Engineer to remove any remaining weed stubble. All areas shall be watered for an additional 14 (fourteen) day period and then an additional application of the systemic herbicide per manufacturer’s recommendation.
801-2.4 Finish Grading. The following shall be added to the last sentence of the second paragraph.
…except where water is designed to flow over the same.

The following paragraphs shall be added following paragraph two:

Finish grades shall be those indicated on the drawings or as may be controlled by existing installations. Grades not otherwise indicated shall be uniform, and straight graded between points where elevations are noted. Minor modeling of the ground surface may be required.

Grading shall provide for the natural run-off of water without low spots or pockets. Flow lines shall be set by instrument and shall be the maximum gradient possible. 801-3 HEADER INSTALLATION
The following subsection shall be added:
801-3.1 Concrete Headers. Concrete headers shall be constructed where shown on the plans and specifications. All concrete work shall conform to the requirements of subsections 201- 1 and 301-1 and per Project Plans.
801-4 PLANTING
801-4.3 Layout and Plant Location. The following paragraph will be added at the end of the subsection:

Quantities for shrubs and groundcovers shown on the legend are for estimate purposes only.

Final quantities for plant materials installed shall be governed by the indicated plant spacing.

Quantities for trees shall be verified in bid documents and discrepancies between the planting plans and the bid schedule shall be noted on bid schedule by Contractor at the time of bid submittal.

Page 1399 of 1571 ends

1774061.2 SP-67 LH 6909-01/2023
In the event that designated plant location is found in conflict with underground utility or structure during the planting operation an alternate location will be selected by the City. The Contractor shall be responsible to notify utility companies for the spotting of underground facilities prior to plant acquisition and to make precautionary potholes where conflicts would be indicated on the plans or by field notations by utility representatives. The cost for utility notification and potholing shall be included in the other work items and no additional compensation will be allowed therefore.

Proposed tree locations, as indicated on plans shall be staked by contractor for review and approval by city prior to digging of plant pits for planting. Stakes shall minimum of 6’ in length and color coded to indicate variety of proposed tree planting at each of the staked locations. Review and approval of provided color-coded stake locations, with modifications/adjustments as necessary shall be provided by city prior to commencement of tree planting operations.

Container shrubs and groundcovers shall be placed on finish grade at locations indicated on planting plans for review and approval prior to planting. Contractor shall notify City 48 hours prior to scheduled review of containerized shrubs and groundcovers on grade 801-4.4 Specimen Planting [Insert before first paragraph]:

The planting pits for trees shall be excavated twice the diameter and one-and-a-half times the depth of the rootball.

Set the tablets to be used with each plant on the top of the root ball while the plants are still in their containers so the required number of tablets to be used in each hole can be easily verified. 7 tablets per 15 gallon
20 tablets per 24 inch box
24 tablets per 30 inch box
28 tablets per 36 inch box
32 tablets per 42 inch box
36 tablets per 48 inch and larger boxes
Planting shall be governed by the following requirements:
801-4.5 Tree and Shrub Planting
The Contractor shall amend backfill as necessary per the soils test report at no additional cost to the City. (Refer to Sections 212 and 801-2.3.2). The following soil amendments and fertilizer guidelines shall be used for bid purposes only. Fill holes with backfill mixtures as specified below:

1. The following material shall be thoroughly blended and used as a backfill mix. No mixing for individual planting holes will be permitted. Mix planting soil prior to backfilling and stockpile at the site. The iron sulfate should not contact cement surfaces since severe staining could occur.
6 parts by volume screened on-site soil
4 parts by volume Nitrogen Stabilized Organic Amendment 2 lbs. Iron Sulfate per CY of mix
1 lb. 12-12-12 per cu. yd. of mix

Page 1400 of 1571 ends

1774061.2 SP-68 LH 6909-01/2023

2. Place plants near respective pits. Set the tablets to be used with each plant on the top of the root ball while the plants are still in their containers so the required number of tablets to be used in each hole can be easily verified.
1 tablet per 1-gallon container
2 tablets per 5-gallon container
8 tablets per 15-gallon container

3. Remove all plants from their containers and set in plant pits.

4. Fill to proper height with amended backfill to receive the plant and thoroughly tamp the mixture before setting the plant.

5. Set plant in upright position in the center of the hole and compact the backfill mixture around the ball or roots.

6. Thoroughly water each plant when the hole is one-half filled. After water has completely drained, place planting tablets per detail. The remainder of the hole shall then be backfilled.

7. After watering, tamp the soil in place until the surface of the backfill is level with the surrounding area and the crown of the plant is at the finished grade of the surrounding area. Do not backfill around trunks or stems.

8. After backfilling, an earthen basin shall be constructed around each plant. Each basin shall be of a depth sufficient to hold at least six inches of water. Basins shall be the same size as the container size of each individual plant. The basins shall be constructed of amended backfill material. This berm shall be leveled to finished grade alter the 60th day of the maintenance period.

9. Immediately after planting, apply water to each tree and shrub by means of a hose. 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.

10. Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas moist at all times, wet below the root system of grass and plants.

Generally, water once each day for 7 days in cool seasons, for 14 days in hot weather.

Berms around shrubs and trees in slopes shall be maintained for 60 days following tree planting and then removed.

11. Pruning - Pruning shall be limited to the minimum necessary to remove injured twigs and branches and to compensate for loss of roots during transplanting, but never to exceed one-third of the branching structure. Upon approval of the City Representative, pruning may be done before delivery of plants but not before plants have been inspected and approved by the City.

12. No trees shall be planted within 6 feet of paved surfaces, unless specifically indicated on plans. Those trees noted on plans to occur within 6’ of curbs and/or paving shall receive continuous root barriers per Section 212-1.5.5.
801-4.6 Planting Staking and Guying. The text of the entire subsection shall be deleted and replaced with the following paragraph:

Page 1401 of 1571 ends

1774061.2 SP-69 LH 6909-01/2023
All staking and guying shall be in accordance with the Plans, Details, and Specifications.
801-4.7 Ground Cover and Vine Planting. The second paragraph shall be deleted and replaced with the following:
801-4.8 Sod. Sod shall be laid with longer seams perpendicular to the slope, and in a staggered pattern to minimize erosion. Sod panels shall be a minimum of 24” wide. 801-4.9 Erosion Control Planting
801-4.10 Wood Mulch Installation
Mulch installation shall consist of placing 3″ thick layer ‘forest floor’ (0″- 4″) material equal to or supplied by Aguinaga Company Inc., (949) 786-9558 over designated planter areas. See plans for areas of installation. Submit sample prior to purchase and/or placement for approval. 801-5 IRRIGATION SYSTEM INSTALLATION
801-5-l General. The following paragraphs shall be added after paragraph three:

Contractor shall be responsible to notify the City prior to start of construction to coordinate on-site inspections.

Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc., as may be required to meet such conditions.

The work shall be installed in such a manner as to avoid conflicts between planting and architectural features, etc.

All work called for in the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications.

The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the City Representative. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revisions necessary and shall perform such at his own expense.

The fourth paragraph shall be deleted and replaced with the following paragraphs:

The location of connection points shown is approximate. The Contractor shall contact the utility companies and coordinate the installation of the required electrical and water services. Following coordination with the utility companies, the Contractor shall make all necessary provisions to make the service connections called for on the plans at the places indicated or to the nearest acceptable point thereto as approved by the utility companies and the City Representative.

Verification of the point of connections with the utility companies and the City Representative shall be obtained by the Contractor prior to the start of work.

Page 1402 of 1571 ends

1774061.2 SP-70 LH 6909-01/2023
All costs for making the service connections shall be paid for by the Contractor, with the exception of any utility company fees and permit fees which are reimbursable by the City, as per Section 7- 3 "Permits" of the General Provisions.

The following paragraph shall be added at the end of the subsection:

Temporary Repairs. The City reserves the right to make temporary repairs as necessary to keep the irrigation system in operating condition. The exercise of this right by the City shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 801-5.2 Irrigation Pipeline Installation
801-5.2.l General. The following sentences shall be added at the end of paragraph four:

A minimum of twelve (12) inches clearance shall be maintained between “recycled” irrigation pipelines and non-irrigation pipelines/conduits.

The following paragraphs shall be added at the end of the subsection:

PVC Sleeves shall be required under areas where all hardscape materials shall be installed.

Sleeving shall be done per detail on Project Plans (Minimum sleeve dimension shall be twice the diameter of pipe size.
801-5.2.3 Plastic Pipeline. The following shall be added to the end of paragraph one: PVC to metal connections shall only be accomplished by PVC male adapters screwed into metal fittings. Teflon tape shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints.

The following paragraph shall be added following paragraph four:

Handling of PVC Pipe and Fittings. The Contractor is cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. All PVC pipe are to lie flat and not to be subjected to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed, shall be replaced with new piping.

Pipe and fittings shall not be stored in direct sunlight. 801-5.3 Installation of Valves, Valve Boxes, and Special Equipment Paragraphs three, four, five, and six shall be deleted. 801-5.4 Sprinkler Head Installation and Adjustment.
801-5.4.2 Location, Elevation, and Spacing.

The third paragraph shall be amended to read as follows:

Sprinkler heads shall be installed 6 inches from the adjacent vertical elements projecting above wade such as walls, planter boxes, curbs, and fences in shrub areas. Sprinkler heads shall be installed 4 inches from adjacent vertical elements projecting above grade such as walkways, walls, planter boxes, curbs, and fences in turf areas.

Page 1403 of 1571 ends

1774061.2 SP-71 LH 6909-01/2023
801-5.6 Flushing and Testing.
801-5.6.1 General. The following paragraph shall preface the subsection:

Flushing of the lines shall be done before quick coupling valves and remote control valves are in place. All open ends shall be piped (temporarily to exhaust flushing water up and out of the trenches.)
No water will be permitted to fall into the trench. Flushing procedure will be to first open the ports nearest the source, then recap, and move progressively towards the end of the line, with only one open port flushing at any one time.

Amend the last sentence of the first paragraph by adding “and approved in writing” by the Senior Landscape Planner at the end of the sentence.

Add the following paragraph to the end of the subsection:

When the irrigation system is completed, a coverage test shall be performed by City Staff to determine if the water coverage for planting areas is complete, adequate, and avoids overspray onto walks, roadways, and buildings as much as possible. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the Drawings, or where the system has been willfully installed as indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of the City inspector. This test shall be accomplished before any ground cover is planted.

The Contractor shall request the presence of the City in writing at least forty-eight (48) hours in advance of testing. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. 801-5.6.2 Mainline and Lateral Pipeline Pressure Test. Pressure test at the end of the first paragraph shall be amended to read: Mains 6 hrs at 150 PSI. Laterals 2 hours at 100 PSI. 801-6 MAINTENANCE AND PLANT ESTABLISHMENT
801-6.1 General
The following paragraph shall be added following paragraph six:

The Contractor shall be responsible for detecting diseases and pests (including rabbits, gophers, groundhogs, rodents) as soon as they are present and shall take immediate action to identify, control, and remove the disease or pest. Pest control programs of all mammals shall be done without extermination and as approved by the City’s Authorized Representative. Plants shall be maintained in a disease and pest free condition. A licensed pest control operator shall be maintained to recommend and apply pesticide, herbicides, and fungicides. Contractor shall be responsible for removal of gophers and moles from site and repair any and all damage attributed to their presence. Damaged plant material due to vertebrate pests (rabbits, gophers, groundhogs, etc.) shall be replaced immediately by Contractor at no cost to City. Dead dying and damaged plant material shall be removed at no cost to the City.

Maintain all planting starting with the planting operations and continuing for 90 calendar days after all planting is complete and approved by the City in writing. The maintenance period will not commence until all planting has been approved in writing by the City.

Page 1404 of 1571 ends

1774061.2 SP-72 LH 6909-01/2023
Maintenance shall include, but not be limited to, all watering, irrigation repair, weeding, mowing, edging, cultivating, spraying, and pruning necessary to keep the plant materials in a healthy growing condition and to keep the planted areas neat and attractive throughout the maintenance period.

The lump sum price paid for the maintenance period shall include all costs for water (from the new water meter installed only), watering, irrigation repair, weeding, mowing, edging, cultivating, spraying, and pruning necessary to keep the plant materials in a healthy growing condition and to keep the plant areas neat and attractive throughout the maintenance period. Upon the 60th day or thereafter, dirt berms around trees and shrubs shall be leveled.

Provide all equipment and means for proper application of water to those planted areas not equipped with an irrigation system.

Protect all planted areas against damage, including erosion and trespassing, by providing and maintaining proper safeguards.

During the maintenance period, all plants and planted areas shall be kept properly watered and weed-free at all times. Irrigation schedule shall comply with AB1881 and Certified Irrigation Auditor’s parameters.

In order to expedite the plant establishment work, the Contractor shall maintain a sufficient number of men and adequate equipment to perform the work herein specified from the time any planting is done until the end of the final maintenance period.

The Contractor will be relieved from maintenance work when the plant establishment and maintenance work has been completed to the satisfaction of the City.

Damage to planting areas shall be replaced immediately when seen by Contractor. Damage observed by the City shall be replaced within 24 hours of notification to the Contractor.

Depressions caused by vehicles, bicycles, or foot traffic, are to be filled and leveled. Replant damaged areas.

Apply a pelletized fertilizer blend of 15-15-15 at the beginning and at every 30-day maintenance interval at the rate 350 lbs. per acre until the designated end of the maintenance period. A 90-day maintenance program shall consist of three fertilizer periods.

Apply 25 lbs Gro-Power Plus per 1,000 square feet at 25th and 55th day of 90 day maintenance period.

Contractor shall be responsible for removal of rodents, slugs, snails, and cutworms from site as required and repair damage as above.

All paved areas will be broom cleaned and/or washed and maintained in a neat and clean condition at all times, as directed by the City. AQMD and WQMP practices shall be observed. Air blowers shall not be allowed.

Replacements. At the end of the maintenance period, all plant material shall be in a healthy growing condition.

Page 1405 of 1571 ends

1774061.2 SP-73 LH 6909-01/2023
During the maintenance period, should the appearance of any plant indicate weakness and probability of dying, immediately replace that plant with a new and healthy plant of the same type and size without additional cost to the City.

All trees shall be guaranteed by the Contractor to live and grow in an acceptable upright position for a period of one year after completion and final acceptance by the City.

The Contractor, within ten (10) days of notification by the City, shall remove and replace all guaranteed plant materials which for any reason fail to meet the requirements of the guarantee.

Replacement shall be made with plant materials as indicated or specified for the original planting, and all such replacement materials shall be guaranteed as specified for the original guaranteed materials.

Clean-Up. Upon completion of the work in this section, the Contractor shall clean-up and remove from the area all unused materials and debris resulting from the performance of the work as directed by the City.
801.6.2 Charts, Manuals, and Drawings
Subsection is hereby added to subsection 801-6 of the Standard Specifications as follows:
801-6.2.1 As-Built Drawings
Contractor shall provide City Representative with Landscape Architect signed project construction document plans, reflecting all “as-built” conditions for all project elements with two (2) sets of edge bound plots at the completion of the project at no additional cost to the City.

Contractor shall provide PDF set of electronic files, delivered to the City’s Senior Landscape Planner for permanent recordkeeping purposes.

Contractor shall dimension from two (2) permanent points of reference, building corners, sidewalk or road intersections, etc., the location of the following items:

1. Gate valves

2. Sprinkler control valves

3. Routing of control wiring

4. Rain gauge

5. Quick coupling valves

6. Point of connection components (meters, backflow preventers, etc.)

7. Other related equipment as directed by the City

8. Significant changes in routing of lateral lines from those indicated on the plans Delivery. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed design documents to the City. Delivery will not relieve the Contractor of the responsibility of furnishing required information that maybe omitted from the prints. 801-6.2.2 Controller Charts
As-built drawings shall be approved by the City before the Contractor prepares the controller charts.

Page 1406 of 1571 ends

1774061.2 SP-74 LH 6909-01/2023
Provide two (2) controller charts for each controller supplied. In the case that no controller is provided, the Contractor shall prepare a new controller chart utilizing any existing system that is being protected, as well as any new systems on line, for the existing controller(s).

The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow.

The chart is to be a reduced drawing of the actual “as-built” system. However, in the event the controlled sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced.

The chart shall be a blackline or blueline print and a different color shall be used to indicate the area of coverage for each station.

When completed and approved, the Contractor shall hermetically seal the chart between two pieces of plastic, each piece being a minimum of 10 mils thick.

These charts shall be completed and approved prior to final inspection of the irrigation system. 801-6.2.3 Manuals of all Equipment and Certificate of Substantial Completion Operation and Maintenance Manuals. Prepare and deliver to the City within ten calendar days after substantial completion of the project, three hard cover binders with three rings containing the following information:

1. Index sheet stating Contractor's and subcontractor’s license numbers, address, and telephone number and list of equipment with name and address of al local supplier’s and manufacturer's representatives.

2. Catalog and specification ‘cut’ sheets materials for all hardscape and softscape and equipment installed under this contract.

3. Guarantee statement. The guarantee for the sprinkler irrigation system shall be made in accordance with the enclosed form. The Contractor shall file a complete copy of all substantial completion forms and irrigation guarantee prior to the acceptance of project by the City.

The guarantee shall be included in the operations and maintenance manual of all equipment throughout the park.

The guarantee shall be typed onto the Contractor’s letterhead.

4. Complete operating and maintenance instructions on all major equipment.

In addition to the above mentioned maintenance manuals, provide the City's maintenance personnel with instructions for major equipment and show evidence in writing to the City at the conclusion of the project that this service has been rendered. 801-6.3 Equipment
801-6.3.1 Loose Equipment to be Furnished. The following subsection shall be added (confirm each item with the City Inspector prior to actual turn-over):

The Contractor shall supply as a part of this contract the following tools:

1. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project.

2. Two (2) five foot valve keys for operation of gate valves.

Page 1407 of 1571 ends

1774061.2 SP-75 LH 6909-01/2023

3. One (1) quick coupler key and matching hose swivel for every five (5) of each type of quick coupling valve installed.

4. Six (6) spray nozzles of each type specified on the legend.

5. One case of spray bodies of each manufacturer specified on the legend.

6. One case of rotors of each manufacturer specified on the legend.

7. Two (2) gate valves - line sized - as specified on the legend.

8. Two (2) keys each for controller and controller enclosure doors. a. One remote for each controller
The above-mentioned equipment shall be turned over to the City at the conclusion of the project.

Before final inspection can occur, evidence that the City has received material must be shown to the City Representative.
801-7 Guarantee
The text of the subsection shall be deleted and replaced with the following:

The guarantee period shall begin upon written notice by City of substantial compliance with plans and specifications has been achieved by Contractor.

Upon acceptance, all construction shall be guaranteed by the Contractor for a period of one year against defects in materials and workmanship.

Any settling of backfill trenches which may occur during the one year guarantee period shall be backfilled, compacted, and transitioned smoothly with adjacent gradients to the City's satisfaction by the Contractor without expense to the City, including the complete restoration of damaged planting, paving, or other improvements of any kind.

The Contractor, within ten (10) days of notification by the City Representative, shall remove and replace all guaranteed plant materials which, for any reason, fail to meet the requirements of the guarantee. Replacement shall be made with plant materials as indicated or specified for the original planting and all such replacement materials shall be guaranteed as specified for the original guaranteed materials.

Page 1408 of 1571 ends

1774061.2 SP-76 LH 6909-01/2023

GUARANTEE FOR IRRIGATION SYSTEM
We hereby guarantee that the irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear, and unusual abuse, or neglect accepted. We agree to repair or replace any defects in material or workmanship, including settling of backfilled areas below grade which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the City. We shall make such repairs or replacements within 72 hours after receipt of written notice. In the event of our failure to make such repairs upon written notice from the City, we authorize the City to proceed to have said repairs or replacements made at our expense and we will pay the costs and charge therefore upon demand.

PROJECT:

LOCATION:

AGENCY:

SIGNED:
(Contractor)
ADDRESS:

PHONE:

DATE OF ACCEPTANCE:

Page 1409 of 1571 ends

1774061.2 SP-77 LH 6909-01/2023
801-8 PAYMENT [Add prior to first paragraph]
The payment for the irrigation system and all appurtenant installations indicated on the drawings and described in these specifications shall be included as part of the Lump Sum Contract Price in the Proposal Bid Form.

The payment for the installation of turf shall be made as part of the Sum Contract Price.

The payment for maintenance of the work per the drawings and the specifications shall be made as part of the lump sum Contract Price 90-day Plant Maintenance.

The payment for the planting and installation of trees, shrubs, and ground cover shall be included in the Contract Lump Sum Contract Price. The cost of soil amendments, fertilizing and soil conditioning, weed control, and finish grading shall be included in the Lump Sum Contract Price.

SECTION 900 – SITE FURNISHINGS
900-1 GENERAL REQUIREMENTS
900-1.1 General
Examine Plans and Specifications and include all miscellaneous metal, which is specified in other Sections. Provide all connections, anchors, bolts, and other fastenings as required. Perform all cutting, punching, drilling, and tapping required for proper assembly of the work. All installations shall be done in accordance to manufacturer’s specifications. 900-1.2 Shop Drawings

1. Submit shop drawings of all work herein showing layouts, sizes, and methods of construction and installation, including sizes and types of all fastening devices.

2. Codes
Materials and work shall conform to the governing Building Code. In case of conflict between these Specifications and the Building Code, the more stringent shall govern.

3. Delivery
Ensure that items to be set in concrete are delivered at the proper time.

4. Measurements
Verify all dimensions by taking field measurements. Proper fit and attachment of all items are required.

5. Coordination
Coordinate with other trades to effect prompt delivery of all materials needed for erection or installation. Identify all bolts or other loose materials.

6. Storage
Store materials in dry, protected areas. Protect from rusting, bleaching, and other damage. Remove any damaged items from site and replace at no cost to the City’s representative.

Page 1410 of 1571 ends

1774061.2 SP-78 LH 6909-01/2023

7. Certifications
Furnish to the City’s representative copies of all material certifications. 900-2 SITE FURNISHINGS
900-2.1 Receptacles
‘California’ series waste receptacle, model #QR-CAL2832W-A24 in natural color with craftsman etch texture and black steel funnel trash lid, by QCP, (866)703-3434.

Surface mount per manufacturer’s recommendations.
900-2.2 Seating Furnishings
ADA concrete picnic table, model #Q-LBT102PTADA, in natural color with craftsman etch texture, by QCP, (866)703-3434. Surface mount per manufacturer’s recommendations.
‘Palm’ series bench, model #Q1-PS84B in natural color with craftsman etch texture, by QCP, (866)703-3434. Surface mount per manufacturer’s recommendations. 900-2.3 Drinking Fountain
Hi/lo drinking fountain / bottle filler, model #10145SM, color to be green, by Most Dependable Fountains, (800)552-6331. See civil engineering plan for connection to sump. Surface mount per manufacturer’s recommendations. 900-2.5 Exercise Equipment
6-Person Static Combo, model #SGR076, color to be green/tan, by Greenfields Outdoor Fitness, Inc., (888) 315-9037. Order # S29479. Units will be retrofitted for In-Ground Direct Bury installation method per manufacturer’s recommendations.

Page 1411 of 1571 ends

1774061.2
Appendix A – Water Pollution Control Plan Template

Page 1412 of 1571 ends

1774061.2
Appendix B –SAN REMO PARK Rehablitation Project Plans

Page 1413 of 1571 ends

1774061.2
Appendix C – Certification Status Change

Page 1414 of 1571 ends

PARK IMPROVEMENTS
• PARK MONUMENT SIGN REPLACEMENT
• PROPOSED PLAYGROUND EQUIPMENT
• REPLACED PLAYGROUND RESILIENT

SURFACING
• REPLACED PARK LIGHTING
• REPLACED CONCRETE PICNIC TABLES
(1 STANDARD, 2 ADA)
• REPLACED BENCHES (3)
• REPLACED TRASH / RECYCLING
RECEPTACLES (3)
PROPOSED 2-5 PLAY STRUCTURE
PROPOSED 2-BAY SWINGS (2 STANDARD BELTS,
2 TODDLER BUCKETS)
PROPOSED 5-12 PLAY STRUCTURE

REPLACED PICNIC TABLES

REPLACED PLAYGROUND SURFACING

PARK MONUMENT SIGN REPLACEMENT

SANTA VITTORIA DR

REPLACED BENCHES
REPLACED PARK LIGHTING (TYP.)

REPLACED BENCHES

REPLACED
PICNIC
TABLE

REPLACED TRASH / RECYCLING
04/16/2026

VEEH RANCH PARK

CITY OF LAGUNA HILLS, CALIFORNIA

BASE BID IMPROVEMENTS
THIS DOCUMENT IS THE PROPERTY OF RJM DESIGN GROUP, INC., AND NO PART THEREOF SHALL BE USED, REUSED, OR MODIFIED WITHOUT THE WRITTEN CONSENT OF RJM DESIGN GROUP, INC. © 2025 RJM Design Group, Inc. All rights reserved.

Page 1415 of 1571 ends

PROPOSED 2-5 PLAY STRUCTURE WITH

INDEPENDENT SHADE CANOPY

SANTA VITTORIA DR
PROPOSED 2-BAY SWINGS (2 STANDARD BELTS,
2 TODDLER BUCKETS)
PROPOSED 5-12 PLAY STRUCTURE WITH

INTEGRATED SHADE CANOPY

REPLACED PICNIC TABLE

REPLACED
PICNIC
TABLE

PARK IMPROVEMENTS
• PARK MONUMENT SIGN REPLACEMENT
• PROPOSED PLAYGROUND EQUIPMENT

WITH SHADE CANOPIES
• REPLACED PLAYGROUND RESILIENT

SURFACING
• REPLACED PARK LIGHTING
• REPLACED CONCRETE PICNIC TABLES
(2 STANDARD, 1 ADA)
• REPLACED / PROPOSED BENCHES (9)
• REPLACED / PROPOSED TRASH /
RECYCLING RECEPTACLES (4)
• PROPOSED DRINKING FOUNTAIN

PARK MONUMENT SIGN REPLACEMENT

REPLACED PLAYGROUND SURFACING

PROPOSED DRINKING FOUNTAIN
REPLACED PARK LIGHTING (TYP.)

REPLACED BENCHES

PROPOSED BENCHES

REPLACED BENCHES

REPLACED TRASH / RECYCLING
04/16/2026

VEEH RANCH PARK

CITY OF LAGUNA HILLS, CALIFORNIA

ADDITIVE BID IMPROVEMENTS
THIS DOCUMENT IS THE PROPERTY OF RJM DESIGN GROUP, INC., AND NO PART THEREOF SHALL BE USED, REUSED, OR MODIFIED WITHOUT THE WRITTEN CONSENT OF RJM DESIGN GROUP, INC. © 2025 RJM Design Group, Inc. All rights reserved.

Page 1416 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date L A R R Y P . R Y A N L I C E N S E N O . 2 5 0L2I CENSED LANDSCAPE ARCH I TECT STATE OF CA L I FORN I A VEEH RANCH PARK IMPROVEMENT PROJECT 22984 SANTA VITTORIA DRIVE CITY OF LAGUNA HILLS, CA ·

Page 1417 of 1571 ends

SHEET

SHEET INDEX
NUMBER

EXISTING UNDERGROUND STRUCTURES

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST

OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO

PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.

CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE

UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION.

EARTHWORK

NOTICE TO CONTRACTOR
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO

THE PLANS MUST BE IN WRITING, AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE LOCATIONS

SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY NECESSARY ADJUSTMENTS TO ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT

DAMAGE TO ANY UTILITY FACILITIES SHOWN AND ANY OTHER FACILITIES NOT SHOWN ON THESE PLANS.

ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON THESE

PLANS AGREE THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION

PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT.

THIS INCLUDES PROVIDING FOR THE SAFETY OF ALL PERSONS AND PROPERTY AND SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE

CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND

HOLD HARMLESS THE OWNER AND DESIGN PROFESSIONAL FROM ANY AND ALL

LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON

THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN PROFESSIONAL.

BENCHMARK
OCS BM "3X-66-13"
ELEVATION 261.1188' [NAVD88, LEVELED 2014]
DESCRIBED BY OCS – FOUND 4” OCS ALUMINUM BENCHMARK DISK STAMPED “3X-66-13”. SET IN THE NE’LY CORNER OF A 11’ X 7’ CONCRETE EDISON PAD, 0.5’ ABOVE THE GROUND LEVEL. MONUMENT IS LOCATED IN ALONG THE WESTERLY SIDE OF MOULTON PKWY., 225’ +/- N’LY FROM ITS INTERSECTION WITH EL PACIFICO DR. * THE ABOVE CUT/FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. THIS

CALCULATION DOES NOT INCLUDE SOILS FROM BUILDING OR WALL FOOTINGS, NOR UTILITY TRENCHING. THIS CALCULATION DOES NOT INCLUDE ADJUSTMENTS FOR SHRINKAGE NOR SUBSIDENCE. THIS CALCULATION ALSO

ASSUMES THAT THE EXISTING CONCRETE AND ASPHALT SURFACES WILL BE REMOVED FROM THE SITE AND NOT BE REPURPOSED FOR ONSITE FILL.

THE ESTIMATES OF GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE

CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL

IMPROVEMENT QUANTITIES, INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).

NOTICE TO THE CONTRACTOR

THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FOR

DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING THE SITE TO DESIGN GRADE.

AREA DISTURBED: 0.07± ACRES
CUT * 115 CUBIC YARDS
FILL * 0 CUBIC YARDS
EXPORT * 115 CUBIC YARDS
OVER-EXCAVATION * T.B.D. CUBIC YARDS

STANDARD GRADING NOTES

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OF THE CITY OF LAGUNA HILLS AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. A COPY OF THE GRADING CODE AND MANUAL SHALL BE RETAINED ON THE JOB SITE WHILE WORK IS IN PROGRESS. WHEN REFERENCED ON THE PLANS, A COPY

OF ORANGE COUNTY PUBLIC WORKS STANDARD PLANS AND STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SHALL ALSO BE RETAINED ON THE SITE.

2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE GRADING INSPECTOR. A

PRE-GRADING MEETING ON THE SITE IS REQUIRED BEFORE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOIL ENGINEER,

ENGINEERING GEOLOGIST, GRADING INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING.

3. ISSUANCE OF A GRADING PERMIT DOES NOT ELIMINATE THE NEED FOR AN EROSION CONTROL PLAN OR

PERMITS FROM OTHER AGENCIES WITH REGULATORY RESPONSIBILITIES FOR CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE WORK AUTHORIZED ON THIS PLAN.

4. THE GRADING PERMIT AND AN APPROVED COPY OF THE GRADING PLAN SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.

5. PRELIMINARY SOIL AND GEOLOGY REPORTS, AND ALL SUBSEQUENT REPORTS AS APPROVED BY THE CITY, ARE CONSIDERED A PART OF THE APPROVED GRADING PLAN.

6. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL PERFORM SUFFICIENT INSPECTIONS AND BE

AVAILABLE DURING GRADING AND CONSTRUCTION TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND THE CODE WITHIN THEIR PURVIEW.

7. THE CIVIL ENGINEER SHALL BE AVAILABLE DURING GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN THEIR PURVIEW.

8. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL, AFTER CLEARING AND PRIOR TO THE

PLACEMENT OF FILL IN CANYON, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OR ABSENCE OF SUBSURFACE WATER OR SPRING FLOW. IF NEEDED,

SUBDRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON.

9. SUBDRAIN OUTLETS SHALL BE COMPLETED AT THE BEGINNING OF THE SUBDRAIN CONSTRUCTION.

10. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE/GRADE AND SHOWN ON AS-GRADED PLANS.

11. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED IN WRITING BY THE SOILS ENGINEER AND THE GRADING INSPECTOR PRIOR TO PLACING FILL.

12. FILLS SHALL BE BENCHED INTO COMPETENT MATERIAL PER ORANGE COUNTY PUBLIC WORKS STANDARD PLAN NO. 1322.

13. ALL EXISTING FILLS SHALL BE APPROVED BY THE GRADING INSPECTOR OR REMOVED PRIOR TO PLACING ADDITIONAL FILLS.

14. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE COMPACTION.

AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION. MAXIMUM DENSITY BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT AND FIELD DENSITY BY UNIFORM BUILDING CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT.

15. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE.

16. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE

ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL SUBMIT RECOMMENDED TREATMENT TO THE GRADING INSPECTOR FOR APPROVAL.

17. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY

THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, THE SOIL ENGINEER SHALL SUBMIT DESIGN, LOCATION AND CALCULATIONS TO THE GRADING INSPECTOR PRIOR TO CONSTRUCTION. THE

ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL INSPECT AND CONTROL THE CONSTRUCTION OF

THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION.

18. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF

CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED.

19. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOIL ENGINEER PER THE GRADING CODE.

20. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND APPROVED BY THE GRADING INSPECTOR AND SOIL ENGINEER.

21. ANY EXISTING WATER WELLS SHALL BE ABANDONED IN COMPLIANCE WITH THE SPECIFICATIONS

APPROVED BY THE ORANGE COUNTY HEALTH CARE AGENCY, AND DIVISION OF ENVIRONMENTAL HEALTH.

22. ANY EXISTING CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE TO THE APPROVAL OF THE GRADING INSPECTOR.

23. STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE GRADING INSPECTOR PRIOR TO EXCAVATION.

24. EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A PERMITTED SITE APPROVED BY THE GRADING INSPECTOR.

25. THE PERMITTEE SHALL COMPLY WITH THE GRADING CODE REQUIREMENTS FOR HAUL ROUTES WHEN AN EXCESS OF 5,000 CUBIC YARDS OF EARTH IS TRANSPORTED TO OR FROM A PERMITTED SITE ON PUBLIC ROADWAYS.

26. THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL MEASURES.

27. THE PERMITTEE SHALL GIVE RESPONSIBLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS

PRIOR TO BEGINNING EXCAVATIONS THAT MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN THE EXCAVATION WILL COMMENCE. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND

REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW.

28. ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON-SITE SOILS SHALL BE CONSTRUCTED

WITH TYPE V CEMENT,UNLESS DEEMED UNNECESSARY BY SOLUBLE SULPHATE-CONTENT TESTS CONDUCTED BY THE SOILS ENGINEER.

29. SLOPES EXCEEDING 5 FEET IN HEIGHT SHALL BE PLANTED WITH AN APPROVED PLANT MATERIAL PRIOR TO CERTIFICATE OF OCCUPANCY. IN ADDITION, SLOPES EXCEEDING 15 FEET IN HEIGHT SHALL BE PROVIDED WITH AN APPROVED IRRIGATION SYSTEM.

30. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN OPEN UNTIL FACILITIES TO HANDLE STORMWATER ARE APPROVED AND FUNCTIONAL; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.

31. TEMPORARY SANITATION FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE COURSE OF CONSTRUCTION.

32. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.

33. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING.

34. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF A HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 6:00 P.M. AND 7:00 A.M.

DAILY, ON SUNDAY, OR ON A FEDERAL HOLIDAY.

35. ALL CONSTRUCTION VEHICLES OR EQUIPMENT, FIXED OR MOBILE, OPERATED WITHIN 1,000 FEET OF A DWELLING SHALL BE EQUIPPED WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS.

36. ALL OPERATIONS SHALL COMPLY WITH THE LAGUNA HILLS MUNICIPAL CODE FOR NOISE CONTROL.

37. STOCKPILING AND/OR VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AS PRACTICABLE FROM DWELLINGS AND WITHIN THE LIMITS OF THE GRADING PERMIT.

38. GRADING AND EXCAVATION SHALL BE HALTED DURING PERIODS OF HIGH WINDS. OPERATIONS SHALL COMPLY WITH AQMD RULE 403. FUGITIVE DUST.

39. PAVEMENT SECTIONS SHALL BE NO LESS THAN 4” ASPHALT CONCRETE OVER 6” AGGREGATE BASE AND

PRIOR TO ROUGH GRADE RELEASE FOR BUILDING PERMITS BY THE GRADING INSPECTOR, THE SOILS

ENGINEER SHALL SUBMIT FOR APPROVAL, PAVEMENT SECTION RECOMMENDATIONS BASED ON 'R' VALUE ANALYSIS OF THE SUB-GRADE SOILS, AND EXPECTED TRAFFIC INDICES.

40. ASPHALT CONCRETE SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE ORANGE COUNTY PUBLIC WORKS STANDARD PLAN NO. 1805.

41. AGGREGATE BASE SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE ORANGE COUNTY PUBLIC WORKS STANDARD NO. 1804.

42. ROOF GUTTERS SHALL BE INSTALLED TO PREVENT ROOF DRAINAGE FROM FALLING ON MANUFACTURED SLOPES.

43. THE CIVIL ENGINEER, AS A CONDITION OF ROUGH GRADE APPROVAL, SHALL PROVIDE A BLUE TOP WITH

ACCOMPANYING WITNESS STAKE, SET AT THE CENTER OF EACH PAD REFLECTING THE PAD ELEVATION

FOR PRECISE PERMITS AND A BLUE TOP WITH WITNESS STAKE SET AT THE DRAINAGE SCALE HIGH POINT REFLECTING THE HIGH POINT ELEVATION FOR PRELIMINARY PERMITS.

44. PRIOR TO FINAL APPROVAL, THE CIVIL ENGINEER SHALL CERTIFY TO THE GRADING INSPECTOR THE AMOUNT OF EARTH MOVED DURING THE GRADING OPERATION.

45. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTION AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING.

46. THE GRADING CONTRACTOR SHALL SUBMIT A STATEMENT OF COMPLIANCE TO THE APPROVED GRADING PLAN PRIOR TO FINAL APPROVAL.

47. THE COMPACTION REPORT AND APPROVAL FROM THE SOIL ENGINEER SHALL INDICATE THE TYPE OF FIELD-TESTING PERFORMED. THE METHOD OF OBTAINING THE IN-PLACE DENSITY SHALL BE IDENTIFIED WHETHER SAND CONE, DRIVE RING, OR NUCLEAR, AND SHALL BE NOTED FOR EACH TEST. SUFFICIENT

MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.

48. IN THE EVENT THAT SOIL CONTAMINATION IS DISCOVERED DURING EXCAVATION AND REMOVAL OF AN

EXISTING TANK, WORK SHALL BE STOPPED UNTIL A SITE ASSESSMENT AND MITIGATION PLAN HAS BEEN

PREPARED, SUBMITTED AND APPROVED BY COUNTY OF ORANGE ENVIRONMENTAL HEALTH AND THE CITY.

49. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE.

50. RETAINING WALLS ARE NOT APPROVED PER THIS GRADING PLAN. RETAINING WALLS REQUIRE A SEPARATE BUILDING PERMIT.

51. OTHER BUILDING IMPROVEMENTS SUCH AS STAIRS, BUILDINGS, SWIMMING POOLS, ETC. REQUIRE A SEPARATE BUILDING PERMIT.

LEGAL DESCRIPTION
LOT 6 OF TRACT MAP 8333, FILED IN BOOK 342, PAGES 12 TO 18, PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR.

APN: 588-071-04
TITLE SHEET C-0.1
DETAIL SHEET C-0.2
DEMOLITION PLAN D-1.1
PRECISE GRADING PLAN C-1.1
EROSION CONTROL PLAN C-3.1
HORIZONTAL CONTROL PLAN C-4.1
101.305vr (civTEC)
TEC
12/22/2025
STAFF
TEC
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]
12/22/2025
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone © VEEH RANCH PARK IMPROVEMENTS CITY OF LAGUNA HILLS, CA BASIS OF BEARINGS:

THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE BEARING OF SANTA VITTORIA DRIVE SHOWN AS N 46°31'15" W ON TRACT MAP 9610, FILED IN BOOK 439, PAGES 34 TO 37, PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR.

PRECISE GRADING PLANS

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS

COUNTY OF ORANGE, CA

STATE OF CALIFORNIA
C-0.1
TITLE
SHEET

EROSION CONTROL NOTES

1. IN THE CASE OF EMERGENCY, CALL (NAME)_____________________________AT WORK PHONE #__________________________ , HOME PHONE #__________________________ , OR CELLULAR PHONE # _________________________. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 30 EACH YEAR). NECESSARY MATERIALS SHALL BE AVAILABLE

ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES AT ALL TIME.

3. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE GRADING INSPECTOR.

4. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.

5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, BERMS, AND BASINS.

6. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.

7. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.

8. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.

9. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS,

LESSEES AND THE PROPERTY OWNERS THAT DUMPING OF POLLUTANTS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED.

10. PERMITTEE SHALL MAINTAIN CONSTRUCTION SITE IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, DYES,

PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS, ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS;

FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER, CONCRETE DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION,

PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA

ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

11. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.

12. FOR SITES OVER ONE ACRE IN SIZE, THE CONTRACTOR IS REQUIRED TO FILE A NOTICE OF INTENT (NOI)

WITH THE STATE WATER RESOURCES CONTROL BOARD (SWQCB) AND PREPARE AND HAVE ON SITE AN APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

13. THE CONTRACTOR SHALL HAVE ON SITE AN APPROVED WATER QUALITY MANAGEMENT PLAN (WQMP), AS REQUIRED BY THE CITY ENGINEERING DEPARTMENT.

14. THE CONTRACTOR SHALL COMPLY WITH SAN DIEGO REGIONAL WATER QUALITY CONTROL BOARD ORDER NO. R9-2013-0001 AS AMENDED BY ORDER NOS. R9-2015-0001 AND R9-2015-0100 AND SANTA ANA REGIONAL WATER QUALITY BOARD ORDER NO. R8-2009-0030 AS AMENDED BY ORDER NO. R8-2010-0062, AS APPLICABLE.

15. GRADING AND EXCAVATION SHALL BE HALTED DURING PERIODS OF HIGH WINDS. OPERATIONS SHALL COMPLY WITH AQMD RULE 403. FUGITIVE DUST.

16. IMPORT AND EXPORT HAULING SHALL BE LIMITED TO THE HOURS OF 9:00AM TO 4:00PM. ANY TRACKING OF MATERIAL ON THE PUBLIC WAYS SHALL BE IMMEDIATELY REMOVED BY MECHANICAL SWEEPING.

DRY SEASON REQUIREMENTS (MAY 1 THRU SEPTEMBER 30)

17. WIND EROSION BMPS (DUST CONTROL) SHALL BE IMPLEMENTED.

18. SEDIMENT CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED AT ALL OPERATIONAL STORM DRAIN INLETS.

19. BMPS TO CONTROL OFF-SITE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED.

20. APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPS SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER BY WASTES AND CONSTRUCTION MATERIALS.

21. APPROPRIATE NON-STORM WATER BMPS SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER FROM CONSTRUCTION ACTIVITIES.

22. THERE SHALL BE A ‘WEATHER TRIGGERED’ ACTION PLAN AND THE ABILITY TO DEPLOY STANDBY SEDIMENT CONTROL BMPS AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 50% CHANCE OF RAIN).

23. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY SEDIMENT CONTROL BMPS (AT THE SITE PERIMETER,

SITE SLOPES AND OPERATIONAL INLETS WITHIN THE SITE) NECESSARY TO PREVENT SEDIMENT DISCHARGES FROM EXPOSED PORTIONS OF THE SITE SHALL BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN

PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATIONS BMPS AS DESCRIBED IN ITEM H BELOW ARE NOT CONSIDERED TO BE ‘EXPOSED’ FOR PURPOSES OF THIS REQUIREMENT.

24. DEPLOYMENT OF PERMANENT EROSION CONTROL BMPS (PHYSICAL OR VEGETATION) SHOULD COMMENCE AS SOON AS PRACTICAL ON SLOPES THAT ARE COMPLETED FOR ANY PORTION OF THE SITE.

STANDBY BMP MATERIALS SHOULD NOT BE RELIED UPON TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED.

25. PHASING TO BE USED TO MAINTAIN STABILIZED AREAS (VEGETATION OR IMPERVIOUS COVER) AS MUCH AS POSSIBLE DURING CONSTRUCTION. DISTURBED AREAS SHOULD BE STABILIZED AS SOON AS PRACTICAL.

SLOPES INACTIVE FOR UP TO TWO WEEKS SHALL BE STABILIZED WITH SEEDING, SOIL BINDERS, MULCHING, GEOTEXTILES, OR MATS, ETC. IN ORDER TO REDUCE THE EROSIVE IMPACT OF RAIN OR RUNOFF.

WET SEASON REQUIREMENTS (OCTOBER 1 THRU APRIL 30)

26. SEDIMENT CONTROL BMP’S SHALL BE IMPLEMENTED AT THE SITE PERIMETER, AT ALL OPERATIONAL STORM

DRAIN INLETS AND AT ALL NON-ACTIVE SLOPES, TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON.

27. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMP’S (TEMPORARY OR PERMANENT) SHALL BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON.

THESE BMP’S MUST BE MAINTAINED THROUGHOUT THE RAINY SEASON. IF A SELECTED BMP FAILS, IT MUST

BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP MAY INDICATE THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENTS MUST RESULT IN A MORE ROBUST BMP, OR ADDITIONAL BMP’S SHOULD BE INSTALLED TO PROVIDE ADEQUATE PROTECTION.

28. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMP’S PRIOR TO A PREDICTED RAINSTORM.

29. A DISTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING ACTIVELY GRADED (NON-ACTIVE AREA) SHALL BE FULLY PROTECTED FROM EROSION WITH TEMPORARY OR PERMANENT BMP’S (EROSION AND SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. EROSION AND SEDIMENT CONTROL BMP’S MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS AND SLOPES.

30. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENT CONTROL BMP’S

NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FOR EROSION AND TO PREVENT SEDIMENT DISCHARGES SHALL BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED

FROM EROSION USING PERMANENT PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMP’S ARE NOT CONSIDERED TO BE ‘EXPOSED’ FOR PURPOSES OF THIS REQUIREMENT.

WV LP
LEGEND

TELEPHONE

TOP OF WALL

WATER VALVE

WATER METER

SANITARY SEWER

TOP OF CURB

TOP OF FOOTING

TOP OF GRATE
VALVE

STREET LIGHT

W OR WAT WATER
WM
WV
TF
TW

S OR SEW
TG
TC
TEL

CHAIN LINK FENCE

CENTERLINE

HIGH POINT

ROUGH GRADE

POWER POLE

GRADE BREAK

RIGHT OF WAY

FIRE HYDRANT

FINISHED SURFACE

FINISHED FLOOR

EDGE OF PAVEMENT

CATCH BASIN

STORM DRAIN

EXISTING SPOT ELEVATION CURB & GUTTER

FLOWLINE

GRADE BREAK LINE

EXISTING UTILITY LINE
(TYPE AND SIZE AS NOTED)
PP
ROW
RG
ST.

IRR OR IRRIG
MH
STREET

IRRIGATION

LOW POINT

MANHOLE
GB
HP
INV
FS
FH
FL
INVERT

FLOWLINE

EXISTING CONTOUR

LIMITS OF GRADING

PROPERTY LINE
DWY
ELEC
EP
FF
CONC
CO
SD

DRIVEWAY

ELECTRIC

CONCRETE

CLEANOUT
CB
C&G
CLF
CL

BLDG BUILDING

PROPOSED CONTOUR

PROPOSED SLOPE

TD TOP OF DECK

POC POINT OF CONNECTION

DECOMPOSED GRANITE

P/A PLANTER AREA
DG

FLOW DIRECTION

DF DRINKING FOUNTAIN

STORM DRAIN & GRATE

STORM DRAIN AND CLEANOUT

WIF WROUGHT IRON FENCE

TOS TOP OF SUBGRADE

BOW BACK OF WALK

FG FINISHED GRADE

RL RIDGELINE

OC ON CENTER

STA STATION

PCC PORTLAND CONCRETE CEMENT

AB AGGREGATE BASE

AC ASPHALT CONCRETE

RD ROOF DRAIN

TMH TOP OF MANHOLE

CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES

SCO SEWER CLEAN OUT

CONCRETE (PEDESTRIAN) PER

LANDSCAPE ARCHITECT PLANS

NOTICE TO THE CONTRACTOR
NO. DESCRIPTION QUANTITY

GENERAL CONSTRUCTION NOTES
-

THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN

INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).

DEMOLITION NOTES - SEE SHEET D-1.1
1 EA
6 LF
3 EA

STORM DRAIN CONSTRUCTION NOTES
21 22
20 CONSTRUCT 6" PVC, SDR 35, STORM DRAIN PIPE, BEDDING DETAIL 2, SHEET C-0.2 CONSTRUCT RUBBER SURFACE PLAY AREA SUBDRAIN PER DETAIL 1, SHEET C-0.2

CONNECT TO EXISTING STORM DRAIN WITH COUPLING OR CUT-IN TEE 10 PROTECT IN PLACE
11 NOT USED - 12 CONSTRUCT RUBBER SURFACE PER LANDSCAPE ARCHITECT PLANS - 23 RELOCATE EXISTING STORM DRAIN TO AVOID PLAY EQUIPMENT FOOTINGS AS REQUIRED LS

Page 1418 of 1571 ends

101.305vr (civTEC)
TEC
12/22/2025
STAFF
TEC
999 CORPORATE DR.

TRENCHES ADJACENT AND PARALLEL TO

BUILDING FOUNDATIONS SHALL NOT BE
BELOW A 1:1 PLANE PROJECTED

DOWNWARD FROM THE BOTTOM EDGE OF

THE ADJACENT FOOTING AND NOT CLOSER
THAN 18" FROM THE FACE OF FOOTING. IF

THIS CONDITION OCCURS THE ADJACENT

FOOTING SHOULD BE DEEPENED OR THE

UTILITY CONSTRUCTED AND THE TRENCH

BACKFILLED AND COMPACTED PER

RECOMMENDATIONS IN THE SOILS REPORT
PRIOR TO FOOTING CONSTRUCTION.

NOTE: · WATER MINIMUM COVER DEPTH = 36" · SEWER MINIMUM COVER DEPTH = 42" TO 52" - SEE PLAN
· PLACE MARKING TAPE ON ALL BURIED PIPING
OUTSIDE BUILDING FOOTPRINT. BACKFILL
6" TO 8" 6" MIN.

PIPE O.D. 12" MIN.

TRENCH WIDTH

AS REQUIRED FOR PIPE
P.C.C. OR A.C./A.B.

OR TOP SOIL

UNDISTURBED SOIL

GRANULAR MATERIAL (SAND)
(S.E.=30 MIN.)
- PLACEMENT PER SOILS REPORT

BACKFILL - COMPACT
TO 90% RELATIVE

DENSITY - VERIFY

W/SOILS ENGINEER
- SHALL BE PER SECTION
306-1.3 OF SSPWC

FINISHED SURFACE
2 UTILITY BEDDING
SCALE:

N.T.S.
1 RUBBER SURFACE PLAY AREA SUBDRAIN

FINISH GRADE PER PLAN

RUBBER SURFACING AND CONCRETE SUB-BASE PER LANDSCAPE ARCHITECT'S PLAN

PRE-CAST CONCRETE CATCH BASIN WITH FRAME
- BROOKS PRODUCTS 1212 CB OR EQUAL

CAST IRON GRATE
- BROOKS PRODUCTS 1212 OR EQUAL - 1/2" MAX. SLOT - GALVANIZED FINISH 1 FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL WRAPPED AROUND GRATE. 2 3
LEGEND
4 5
5 4
1 3

TOP OF GRATE
(TG)

PER PLAN
INVERT
(INV)

PER PLAN
FLOW

STORM DRAIN SIZE &

TYPE PER PLAN POURED IN PLACE
P.C.C. BASE

WITH SLOPE TO DRAIN
2 0.5% MIN. 0.5% MIN.

SCALE:

N.T.S.

C-0.2
DETAIL
SHEET

Page 1419 of 1571 ends

NOTE TO CONTRACTOR:

INSTALL 6-FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE NECESSARY, ALONG THE PERIMETER OF THE SITE AS NEEDED.

CONTRACTOR SHALL PROTECT THESE FENCES AND KEEP AREA FULLY SECURE DURING DEMOLITION. WINDSCREEN TO BE SECURELY
FASTENED AT ALL CORNERS.

NOTE TO CONTRACTOR:

ALL UTILITIES SHOULD BE SHUT OFF AND CAPPED PER UTILITY COMPANY REQUIREMENTS.

CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY
COMPANY PRIOR TO COMMENCEMENT OF WORK.

NOTE TO CONTRACTOR:

CONTRACTOR TO SCHEDULE A SITE WALK

WITH THE CITY PRIOR TO START OF

DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.

NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.

LEGEND

LIMITS OF DEMOLITION

PROTECT UTILITY LINE IN PLACE WITHIN DEMOLITION LIMITS
PROTECT IN PLACE EXIST. TREE

DEMOLITION NOTES
A

DEMOLITION GENERAL NOTES

1. CONTRACTOR SHALL CONDUCT A SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE AND VERIFY THE EXTENT OF DEMOLITION REQUIRED.

2. CONTRACTOR SHALL RECORD EXISTING CONDITIONS BY USE OF PRE-CONSTRUCTION PHOTOGRAPHS, PRE-CONSTRUCTION VIDEOTAPES, AND DRAWINGS AS APPROPRIATE.

3. A SURVEY SHALL BE PERFORMED AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM DEMOLITION ACTIVITIES.

4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND REINSTALLED AND ITEMS TO BE REMOVED AND SALVAGED.

5. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE STORAGE AND DELIVERY OF ITEMS TO BE SALVAGED.

6. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AS THE FIRST ITEM OF WORK AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN.

7. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER AND

SEWER LINES THAT CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATE

AND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTEN REPORT TO THE CITY.

8. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED AND: · SHALL ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. · IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE

PROCEEDING WITH DEMOLITION CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THAT

BYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING AND SITE. · SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. WHERE ENTIRE WALL IS TO BE REMOVED, EXISTING SERVICES/SYSTEMS MAY BE REMOVED WITH REMOVAL OF THE WALL. CONTRACTOR SHALL CUT OFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION.

9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURING DEMOLITION OPERATIONS.

10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECT TO THE LOCAL GOVERNING AGENCIES.

11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIRED

UTILITY IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATION SYSTEMS FOR LANDSCAPE MAINTENANCE.

12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ASSUME RESPONSIBILITY FOR ALL NECESSARY REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM

INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND: · SHALL PROVIDE TEMPORARY WEATHER PROTECTION, DURING THE INTERVAL BETWEEN DEMOLITION OF

EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS. · SHALL PROTECT WORK THAT IS TO REMAIN OR THAT IS EXPOSED DURING DEMOLITION OPERATIONS. · SHALL COVER AND PROTECT EQUIPMENT THAT HAS NOT BEEN REMOVED.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED

TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND

FINISHES THAT REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION.

16. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREES NOTED ON THE PLANS TO REMAIN.

17. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE UNIFORM

BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT, AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS.

18. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN THE LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: · SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USING

CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. · SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. · SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT

CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. · SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. · SHALL REMOVE DECAYED, TERMITE-INFESTED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE. · SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON STRUCTURES TO REMAIN.

19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE OR

ABANDONED FACILITIES (VERIFIED BY THE AGENCY), THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THE SITE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS.

20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS THREE INCHES IN DIAMETER AND LARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVED TO A MINIMUM DEPTH OF 12" BELOW FINISH GRADE.

21. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS.

22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE IN AN EPA-APPROVED LANDFILL AND: · SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. · SHALL REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS.

24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED

BY DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN.

NOTE TO CONTRACTOR: · LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE FIELD SURVEY PERFORMED BY STARLIGHT SURVEYING, INC., DATED OCTOBER, 2025, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS. · CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)

WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID. · CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES. · CONTRACTOR TO VERIFY AND INFORM THE CITY OF ANY FACILITIES

ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL. · THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.
**** NOTE TO CONTRACTOR:

EXACT LOCATION OF EXISTING UNDERGROUND STORM DRAIN LINES ON-SITE ARE UNKNOWN. CONTRACTOR SHALL: · VERIFY LOCATION, SIZE, ELEVATIONS OF EXISTING STORM DRAIN AND VERIFY DESIGN AS A FIRST ITEM OF WORK. NOTIFY ENGINEER
IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN. · IF INLET PIPES ARE FOUND CONNECTING TO EXISTING GRATES THAT ARE

REMOVED DURING THE CONSTRUCTION OF THIS PROJECT (OR PIPES ARE

DAMAGED OR REMOVED DURING CONSTRUCTION) THAT RUN OUTSIDE

OF DEMOLITION LIMITS, NOTIFY ENGINEER IMMEDIATELY OF THE LOCATION AND SIZE TO INSURE CONTINUITY OF DRAINAGE UPSTREAM. 101.305vr (civTEC)
TEC
12/22/2025
STAFF
TEC
999 CORPORATE DR.

DEMOLITION
PLAN
0 5 10 20
SCALE: 1" = 10'
S
W
E
C
B
E
D
F
PROTECT EXISTING TREE IN PLACE - CONFIRM DISPOSITION PRIOR TO DEMO. WITH LANDSCAPE ARCHITECT AND CITY

SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK/RAMP (COMPLETE) AND DISPOSE G

PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED H

REMOVE EXISTING CATCH BASIN (COMPLETE) AND DISPOSE
CAP EXISTING STORM DRAIN FOR NEW CONNECTION - SEE SHEET C-1.1

REMOVE EXISTING PLAY SURFACE TO SUBGRADE (COMPLETE) AND DISPOSE

REMOVE EXISTING PLAY EQUIPMENT AND FOUNDATIONS (COMPLETE) AND DISPOSE EXIST. 6" P.V.C.

STORM DRAIN LINE
@ 1%
E
EXIST. 6" P.V.C.

STORM DRAIN LINE
@ 1%
E
TREE A

STORM DRAIN LINE STORM DRAIN LINE M
M
EXIST. C.B.
(247.9±) TG
(246.9±) INV
F G
EXIST. C.B.
(244.9±) TG
(243.9±) INV
EXIST. C.B.
(247.0±) TG
(246.0±) INV
F G
F G
B
B
C D
C D
C D
C D
C D
C D
C D

REMOVE EXISTING SHADE STRUCTURE AND FOUNDATIONS (COMPLETE) AND DISPOSE EXIST. SHADE

STRUCTURE H

CAP STORM

DRAIN LATERAL

CAP STORM

DRAIN LATERAL
G
G

Page 1420 of 1571 ends

120 48 16 8 STR LH 3240 40 48 38 2818 8 16 8 120 48 K.P.1 K.P.1 C-1.1 PRECISE GRADING PLAN101.305vr (civTEC) TEC 12/22/2025 STAFF TEC 999 CORPORATE DR. SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: [email protected] 12/22/2025 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone ©

VEEH RANCH PARK IMPROVEMENTS
CITY OF LAGUNA HILLS, CA NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED. 0 5 10 20 SCALE: 1" = 10' S WE NOTE TO CONTRACTOR: REQUIRED ACCESSIBLE PATH OF TRAVEL TO BE AT 5% MAX. RUNNING SLOPE, 2% MAX. CROSS-SLOPE, AND 48-INCH MIN. CLEAR WIDTH (CBC 11B-206.2.1). GENERAL CONSTRUCTION NOTES STORM DRAIN CONSTRUCTION NOTES 212220 CONSTRUCT 6" PVC, SDR 35, STORM DRAIN PIPE, BEDDING DETAIL 2, SHEET C-0.2 CONSTRUCT RUBBER SURFACE PLAY AREA SUBDRAIN PER DETAIL 1, SHEET C-0.2 CONNECT TO EXISTING STORM DRAIN WITH COUPLING OR CUT-IN TEE 10 PROTECT IN PLACE 11 NOT USED 12 CONSTRUCT RUBBER SURFACE PER LANDSCAPE ARCHITECT PLANS 249.58 FS 249.37 CONC. 249.76 FS 249.55 CONC. 249.95 FS 249.74 CONC. 250.04 FS 249.83 CONC. 249.95 FS 249.74 CONC. 249.95 FS 249.74 CONC. 249.93 FS 249.72 CONC. 249.84 FS 249.63 CONC. 249.62 FS 249.41 CONC. 249.49 FS 249.28 CONC. 249.49 FS 249.28 CONC. 249.28 FS 249.07 CONC. 249.17 FS 248.96 CONC. 249.21 FS 249.00 CONC. 249.54 FS 249.33 CONC. *(243.4±) INV 249.25 FS 248.79 CONC./TG 246.0 INV 20 21 22 *(243.9±) INV 21 22 12 12 12 0.5% MIN. CONC. 0.5% MIN. CONC.

0.5%
MIN.

CONC. 23 RELOCATE EXISTING STORM DRAIN TO AVOID PLAY EQUIPMENT FOOTINGS AS REQUIRED 2 EACH 23

Page 1421 of 1571 ends

120 48
16 8
STR
LH
32 40 40
48 38
2818
8 16
8 120 48
K.P.1 K.P.1
101.305vr (civTEC)
TEC
12/22/2025
STAFF
TEC
999 CORPORATE DR.

SECTION A-A
A 12"
3" MIN. OPENING

BETWEEN BAGS

AT TOP ROW
A

CONSTRUCTION
NS-7 POTABLE WATER/IRRIGATION *
STORMWATER MITIGATION MEASURES (BMPs)
WE-1 WIND EROSION CONTROL
TC-1 STABILIZED CONSTRUCTION ENTRANCE
WM-2 MATERIAL USE *
NS-2 DEWATERING OPERATIONS *
NS-3 PAVING OPERATIONS
WM-1 MATERIAL DELIVERY AND STORAGE *
WM-4 SPILL PREVENTION AND CONTROL *
WM-5 SOLID WASTE MANAGEMENT *
SE-4 CHECK DAMS
SE-9 STRAW BALE BARRIERS
SE-10 STORM DRAIN INLET PROTECTION
NS-1 WATER CONSERVATION PRACTICES *
WM-6 HAZARDOUS WASTE MANAGEMENT *
WM-7 CONTAMINATED SOIL MANAGEMENT *
WM-8 CONCRETE WASTE MANAGEMENT *
NS-8 VEHICLE AND EQUIPMENT CLEANING *
NS-9 VEHICLE AND EQUIPMENT FUELING *
NS-10 VEHICLE AND EQUIPMENT MAINTENANCE *
WM-3 STOCKPILE MANAGEMENT *
THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK.

CALIFORNIA STORMWATER QUALITY TASK FORCE. SACRAMENTO. CALIFORNIA 2019, OR THE LATEST REVISED EDITION, APPLY DURING THE CONSTRUCTION OF THIS PROJECT. (ADDITIONAL MEASURES MAY BE REQUIRED IF

DEEMED APPROPRIATE BY CITY INSPECTORS)
SE-1 SILT FENCE
*

LOCATIONS TO BE DETERMINED BY CONTRACTOR AND APPROVED BY CITY INSPECTOR NOTE:

SE-7 STREET SWEEPING AND VACUUMING
EC-1 SCHEDULING
2 BAGS HIGH
EC-2 PRESERVATION OF EXISTING VEGETATION
EC-5 SOIL BINDERS
SE-5 FIBER ROLLS
SE-6 GRAVEL BAG BERM
TC-3 ENTRANCE OUTLET TIRE WASH
NS-12 CONCRETE CURING
NS-13 CONCRETE FINISHING
WM-9 SANITARY-SEPTIC WASTE MANAGEMENT *
SE-8 GRAVEL BAG DETAILS SCALE:

N.T.S.

NPDES NOTES:

1. IN THE CASE OF EMERGENCY, CALL ______________________ AT WORK PHONE # __________________________________ OR HOME PHONE # __________________________________ 2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.

3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT

TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND.

4. APPROPRIATE BMP’S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS

SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.

5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT

CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.

6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO

BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD

HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.

7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION

DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.

8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.

DISCHARGES OF MATERIAL OTHER THAN STORMWATER ONLY WHEN NECESSARY

FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.

9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING

OR CHEMICAL DEGREASING AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH

MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE,

PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF

NONCONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.

11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.

12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE

NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.

13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.

14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED.

15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE

AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO

FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.

16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.

17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON

SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT

CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL

SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE

SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS

OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE

TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.

PRIOR TO CONSTRUCTION CONTRACTOR TO OBTAIN APPROVAL FROM CITY FOR LOCATIONS OF THE FOLLOWING AREAS: · MATERIAL DELIVERY AND STORAGE AREA BMPS TO BE IMPLEMENTED: WM-1, WM-2, WM-4 (LOCATION MAY BE MODIFIED BY CONTRACTOR WITH CITY APPROVAL) · WASTE COLLECTION AREA BMPS TO BE IMPLEMENTED: WM-5, WM-6, WM-9 (LOCATION MAY BE MODIFIED BY CONTRACTOR WITH CITY APPROVAL) · VEHICLE CLEANING, FUELING AND MAINTENANCE AREA BMPS TO BE IMPLEMENTED: WM-4, NS-8, NS-9, NS-10 (LOCATION MAY BE MODIFIED BY CONTRACTOR WITH CITY APPROVAL) · CONCRETE TRUCK WASHOUT AREA BMPS TO BE IMPLEMENTED: WM-8 (LOCATION MAY BE MODIFIED BY

CONTRACTOR WITH CITY APPROVAL)

EROSION CONTROL CONSTRUCTION NOTES
GRAVELBAGS:

1. GENERAL: GRAVELBAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT TO FABRICATE AND INSTALL GRAVELBAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION.

2. LOCATION: GRAVELBAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE CITY INSPECTOR, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR.

3. FABRICATION: GRAVELBAGS SHALL BE FABRICATED USING FACTORY SEWN OR SEALED BAGS OF WOVEN

POLYPROPYLENE, TREATED TO RESIST DEGRADATION BY ULTRAVIOLET LIGHT AND HAVING SUFFICIENT

RESISTANCE TO TEARING TO ALLOW RELOCATION OF BAGS WITHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSS OF NOT MORE THAN FIVE PERCENT OF THE BAGS.

THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL LESS THAN 3/4-INCH IN DIAMETER, WITH LESS THAN FIVE PERCENT OF MATERIAL PASSING A NO. 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENED PRIOR TO DELIVERY TO THE SITE.

4. INSTALLATION: GRAVELBAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TO ENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDING THE OTHER REQUIREMENTS OF THIS

SPECIFICATION, FAILURE OF THE BAGS TO PERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION.

GRAVELBAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE GROUND SURFACE OR THE UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TO CONFORM TO THE UNDERLYING SURFACE.

THE BAGS SHALL BE PLACED WITH THE TIED ENDS IN THE "UPHILL" OR "UPSTREAM" DIRECTION, BEGINNING AT THE LOWEST OR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG. SUBSEQUENT BAGS

WITHIN ONE COURSE OF BAGS SHALL BE PLACED SO AS TO REST UPON THE TIED END OF THE PREVIOUSLY PLACED BAG, WITH NOT LESS THAN 10 PERCENT OF THE BAG IN CONTACT WITH THE PREVIOUS BAG, AND NOT MORE THAN 20 PERCENT IN CONTACT.

SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY, WITH THE MID-POINT OF THE BAGS STRADDLING THE JOINTS OF BAGS IN THE UNDERLYING ROW.

CONSTRUCTION OF A GRAVELBAG BERM PERPENDICULAR TO THE DIRECTION OF FLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" CONFIGURATION, WITH ALL INDIVIDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OF FLOW. THE BERM SHALL BE CONSTRUCTED WITH A SPECIFIED

NUMBER OF ROWS AT THE BOTTOM (IN CONTACT WITH THE GROUND), WITH SUCCESSIVELY FEWER ROWS IN EACH OVERLYING COURSE. THE UPSTREAM AND DOWNSTREAM FACES OF THE BERM SHALL BE NO STEEPER THAN 1 1/2 FEET HORIZONTAL TO 1 VERTICAL.

DAMAGE WHICH COULD FORESEEBLY BE PREVENTED BY PROPER GRAVELBAG INSTALLATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

INSTALL GRAVEL BAGS (SE-8)
LEGEND
GRAVEL BAGS (SE-8)
90 91
STORM DRAIN INLET PROTECTION (SE-10)
INSTALL STORM DRAIN INLET PROTECTION (SE-10)
C-3.1

EROSION

CONTROL
PLAN
0 5 10 20
SCALE: 1" = 10'
S
W
E
91 TO BE COMPLETED

BY CONTRACTOR
90 TYP.
90 TYP.
90 TYP.
90 TYP.

Page 1422 of 1571 ends

11 14
120
48 16 8
STR
LH
32 40 40
48 38
28 18 8
16 8
120
48 K.P.1 K.P.1 100
101
102
120
48 16 8
STR
LH
32 40 40
48 38
28 18 8 16 8
120
48 K.P.1 K.P.1
100
101
102 GENERAL NOTES

1. CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND/OR LANDSCAPE PLANS FOR ADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING LANDSCAPE AND

HARDSCAPE IMPROVEMENTS AS NECESSARY TO CONSTRUCT IMPROVEMENTS SHOWN HEREON.

3. ALL SIDEWALKS, CURB RETURNS, AND ACCESS POINTS SHALL MEET TITLE 24 AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS.

NOTE TO CONTRACTOR:

A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE,

TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS

INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL

CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY

WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL

PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS

INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING

EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS,

SEATING, SHADE STRUCTURES, PLAY FIELDS AND APPURTENANCES,, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC.

B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS

SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF

CONSTRUCTION FOR HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS.

THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES

MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT

THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY

CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE

CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND

SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE

ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY

WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE

NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS,

TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT.

THE DIGITAL INFORMATION PROVIDED BY civTEC SHALL NOT BE USED FOR ANY

PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF civTEC.

THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF civTEC.

SURVEY CONTROL MAP
SCALE: 1" = 200' S WE
PT. # 14
FD. LEAD TAG
"LS 5301" SANTA VITTORIA DRIVE
101.305vr (civTEC)
TEC
12/22/2025
STAFF
TEC
999 CORPORATE DR.

HORIZONTAL

CONTROL
PLAN 0 5 10 20
SCALE: 1" = 10' S WE BASIS OF BEARINGS N 46°31'15" W 236.51'

BASIS OF BEARINGS:

PT. # 11
FD. LEAD TAG
"LS 5301"

POINT TABLE
POINT #
11 14
100
101
102

NORTHING
2174961.19
2175123.97
2175428.53
2175454.21
2175425.11

EASTING
6108423.99
6108252.50
6108422.67
6108440.17
6108458.63

Page 1423 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date
L A R R Y P . R Y

A N L I C
E
N S E N O . 2 5 0
L
2 I CENSED
LAND
S
CAPE

ARCH I TECT
STATE
OF
C
A

L I FORN I A
MATCHLINE, SEE SHEET L-1.02

Page 1424 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date
L A R R Y P . R Y

A N L I C
E
N S E N O . 2 5 0
L
2 I CENSED
LAND
S
CAPE

ARCH I TECT
STATE
OF
C
A

L I FORN I A
MATCHLINE, SEE SHEET L-1.01
MATCHLINE, SEE SHEET L-1.03

Page 1425 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

Page 1426 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date
L A R R Y P . R Y

A N L I C
E
N S E N O . 2 5 0
L
2 I CENSED
LAND
S
CAPE

ARCH I TECT
STATE
OF
C
A

L I FORN I A
MATCHLINE, SEE SHEET L-1.05

Page 1427 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date
L A R R Y P . R Y

A N L I C
E
N S E N O . 2 5 0
L
2 I CENSED
LAND
S
CAPE

ARCH I TECT
STATE
OF
C
A

L I FORN I A
MATCHLINE, SEE SHEET L-1.04
MATCHLINE, SEE SHEET L-1.06

Page 1428 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

Page 1429 of 1571 ends

PROJECT NAME PLAN TYPE PRODUCT FILE NO. DRAWN BY: DATE SCALE OF SHEET PC. NO. QC ITEM NO. CONSTRUCTION PLAN Q-LBT102PTADA | PICNIC TABLE | LBT ADA 1 1 3/8" = 1' ---- 3/31/26 315-03-cd-L-2.01 Authorized Signature Date By signing above or stamping this drawing “approved” or “no exception taken” authorization is give to QCP to produce this drawing as shown within a 1/4” tolerance. (CUSTOMER TO OFFLOAD IF OVER 6000 Lbs.) GENERAL PRODUCT NOTES: MANUFACTURING TOLERANCE ±1/4". ALL EDGES TO BE EASED. INSTALLATION IS REQUIRED BY OTHERS. CONCRETE COLOR: CONCRETE TEXTURE: WEIGHT: NATURAL MISSION WHITE FRENCH GREY CRAFTSMANS ETCH LATTE STRATA PRODUCT: QUANTITY: SEALER: CUSTOM HONED Q-LBT102PTADA PERMASHIELD 4200 SEALER 2,615 lbs. 5,000 P.S.I. CONCRETE DISABLED ACCESS COMPLIANT REINFORCED W/REBAR & NYLON FIBERS 5 YR GUARANTEE PLAN VIEW SIDE VIEW ELEVATION VIEW

PROJECT NAME

PLAN TYPE

PRODUCT
FILE NO.

DRAWN BY:

DATE

SCALE OF
SHEET
QC ITEM NO. PC. NO.

CONSTRUCTION PLAN
######## | ##### | ####
-
2/6/17 315-03-cd-L-2.01
3/4" = 1'
X
X
----
- - FRONT ELEVATION VIEW SIDE VIEW (CUSTOMER TO OFFLOAD IF OVER 6000 Lbs.) GENERAL PRODUCT NOTES: STANDARD SEALER INSTALLATION IS REQUIRED BY OTHERS. CONCRETE COLOR: CONCRETE TEXTURE: PRODUCT: ######## WEIGHT: 1,918 lbs QUANTITY: SEALER: QUAIL HILL RED NATURAL MISSION WHITE LATTE HARVEST FRENCH GREY CRAFTSMANS ETCH BUNGALOW STRATA ADOBE TAUPE CUSTOM COLOR Authorized Signature Date By signing above or stamping this drawing “approved” or “no exception taken” authorization is give to QCP to produce this drawing as shown within a 1/4” tolerance. MANUFACTURING TOLERANCE ±1/4". ALL EDGES TO BE EASED. NOTE: QUICKCRETE RECOMMENDS USING EPOXY TO ANCHOR THE BENCH TO A CONCRETE FOOTING.

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino CapistranoSan Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date
L A R R Y P . R Y

A N L I C
E
N S E N O . 2 5 0
L
2 I CENSED
LAND
S
CAPE

ARCH I TECT
STATE
OF
C
A

L I FORN I A

Page 1430 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino CapistranoSan Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date L A R R Y P . R Y A N L I C E N S E N O . 2 5 0L2I CENSED LANDSCAPE ARCH I TECT STATE OF CA L I FORN I A

Page 1431 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino CapistranoSan Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date L A R R Y P . R Y A N L I C E N S E N O . 2 5 0L2I CENSED LANDSCAPE ARCH I TECT STATE OF CA L I FORN I A

Page 1432 of 1571 ends

M.D.F.

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino CapistranoSan Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date L A R R Y P . R Y A N L I C E N S E N O . 2 5 0L2I CENSED LANDSCAPE ARCH I TECT STATE OF CA L I FORN I A

Page 1433 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

GENERAL NOTES

AND SYMBOL LIST
E-0.1
E-0.1 GENERAL NOTES AND SYMBOL LIST
E-0.2 FIXTURE SCHEDULE AND DETAILS
E-0.3 TITLE 24
E-1.0 SITE ELECTRICAL PLAN
E-1.1 SITE ELECTRICAL PLAN
E-1.2 SITE ELECTRICAL PLAN
E-2.0 SITE PHOTOMETRIC PLAN
E-2.1 SITE PHOTOMETRIC PLAN
E-2.2 SITE PHOTOMETRIC PLAN
E-3.0 ELECTRICAL SPECIFICATIONS
E-3.1 ELECTRICAL SPECIFICATIONS

GENERAL NOTES

1. THESES DRAWINGS AND SPECIFICATIONS ARE INTENDED TO
COVER A COMPLETE INSTALLATION OF SYSTEMS. THE

OMISSION OR EXPRESSED REFERENCE TO ANY ITEM OF LABOR

OR MATERIALS REQUIRED FOR THE PROPER EXECUTION OF THE

WORK IN ACCORDANCE WITH PRESENT PRACTICE OF THE

TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM
PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS.

2. THESE PLANS AND SPECIFICATIONS AND ALL WORK AND

MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL LEGAL

AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING
WITHOUT LIMITATION THE FOLLOWING:
a. CALIFORNIA CODE OF REGULATIONS TITLE 24, PARTS 1 AND 2 (CALIFORNIA BUILDING CODE), 2022 EDITION.
b. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3
(CALIFORNIA ELECTRICAL CODE), 2022 EDITION.
c. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 6
(CALIFORNIA ENERGY CODE), 2022 EDITION.
d. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 9
(CALIFORNIA FIRE CODE), 2022 EDITION.
e. OTHER REGULATING AGENCIES WHICH MAY HAVE

AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING

THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY,

AND THOSE CODES AND STANDARDS LISTED IN THESE
NOTES AND SPECIFICATIONS.
f. THE ELECTRICAL SYSTEMS FUNCTIONALITY STANDARDS
SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE
(THE "RIGHT TO REPAIR ACT").
g. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS
FOR ANY INCORPORATED PRODUCTS.
h. THE MOST CURRENT APPROVED ISSUES OF ANY NOTED

SPECIFICATIONS, CODES AND STANDARDS, INCLUDING
SUPPLEMENTS, UNLESS NOTED OTHERWISE.

3. THE PLANS REPRESENT ONLY THE FINISHED ELECTRICAL,

SYSTEM, AND THEY ARE NOT INTENDED TO INDICATE OR REQUIRE ANY

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURES.

4. IN USING THE PLANS FOR BIDDING OR CONSTRUCTION

PURPOSES, THE CONTRACTOR IS REQUIRED TO REVIEW ALL

OF THE PROJECT'S CONSTRUCTION DOCUMENTS AS A WHOLE

IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR

INDIRECTLY AFFECT ITS PORTION OF THE ELECTRICAL WORK,

EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED
AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS,

THE CONTRACTOR SHALL EITHER OBTAIN DIRECTION FROM

AN APPROPRIATE OWNER REPRESENTATIVE OR OTHER-
WISE APPLY THE MORE STRINGENT REQUIREMENT.

5. IN INTERPRETATING THE PLANS, THE FOLLOWING GENERAL
RULES APPLY:
a. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER
SCALED DRAWINGS.
b. SCALED DIMENSIONS AND GRAPHICALLY SHOWN LOCATIONS

ARE TO BE CONSIDERED ONLY APPROXIMATE, FIELD VERIFY
DIMENSIONS PRIOR TO BID.
c. BECAUSE THE PLANS ARE INTENDED TO SET FORTH THE

REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-

STANDARD LEVEL OF QUALITY AND DETAIL, AND THEREFORE

ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE

REQUESTS FOR CLARIFICATION AND INFORMATION, ERRORS

AND OMISSIONS AND TO BRING THESE ERRORS AND

OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER

REPRESENTATIVE IN A TIMELY MANNER AND ASSUMES THE

RISK OF THE CONSEQUENCES OF FAILING TO DO SO BEFORE
BIDDING OR OTHERWISE PROCEEDING.
d. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS

PRIOR TO STARTING CONSTRUCTION, AND NOTIFY THE

ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR
INCONSISTENCIES.

6. SUBMITTALS WILL BE REVIEWED BY THE ELECTRICAL ENGINEER,

IF AT ALL, ONLY PURSUANT TO THE INDUSTRY-STANDARD
PROTOCOL SET FORTH IN AIA DOCUMENT A201, AND IN NO

EVENT WILL THE THE SUBMITTAL REVIEW PROCESS RELIEVE

OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY
FOR AN INAPPROPRIATE SUBMITTAL.

7. IN NO EVENT WILL ANY SITE VISITS BY THE ELECTRICAL ENGINEER

CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION

SAFETY, AND ALL SUCH MATTERS SHALL REMAIN THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.

8. COPIES OF THE THE PLANS PROVIDED IN ANY ELECTRONIC FORM

ARE SUBJECT TO THE SAME PROVISIONS AS THE OTHER

INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF

ELECTRICAL ENGINEER FOR THE PROJECT, INCLUDING WITHOUT

LIMITATION THE ENGINEER'S COMMON LAW, STATUTORY OR
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT

IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE
TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND

NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF

ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE,

AND ANY USE FOR ANY OTHER PURPOSE WOULD CONSTITUTE
ACTIONABLE PLAGIARISM. ELECTRICAL ENGINEER PROVIDES

DOCUMENTS IN AN ELECTRONIC FORM ONLY IN ITS STANDARD

FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF

COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE

AND ANY USE WITH OR CONVERSION TO OTHER FORMATS OR

CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE
OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK.

9. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND

CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING

AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS,
PIPING OR CONDUIT, ETC. AND TO PREVENT HAZARD TO

PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND

UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND
INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT

RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES

OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED BY ANY
OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO

NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY.

10. REFER TO THE DRAWINGS AND SHOP DRAWINGS OF OTHER TRADES

FOR ADDITIONAL DETAILS WHICH AFFECT THE PROPER
INSTALLATION OF THIS WORK.

11. THE DRAWINGS INDICATE, IN A DIAGRAMMATIC MANNER, THE

DESIRED LOCATIONS AND ARRANGEMENT OF THE COMPONENTS OF
ELECTRICAL WORK. DETERMINE EXACT CONDUIT ROUTING,

CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS

AND UNDEFINED CONSTRUCTION DETAILS AS A JOB CONDITION

TO BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE
REQUIREMENTS. PROPER JUDGEMENT MUST BE EXERCISED IN

EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE

INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME

LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR
INTERFERENCE OF CONDITIONS ENCOUNTERED.

12. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR

ARRANGEMENTS ARE NECESSARY, DUE TO DEVELOPED CONDITIONS

IN THE BUILDING CONSTRUCTION OR REARRANGEMENT OF

EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST

PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY CONNECTED TO SAME IS INSTALLED
AND NO EXTRA MATERIALS ARE REQUIRED.

13. PROVIDE ALL EQUIPMENT WITH ENCLOSURES LISTED OR LABELED FOR USE AND LOCATION WHERE SUCH EQUIPMENT IS INSTALLED.

14. GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL

APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OF
CALIFORNIA AND LOCAL AUTHORITIES HAVING JURISDICTION.

15. PROVIDE GROUND WIRE IN EACH CONDUIT CONTAINING CIRCUITS FEEDING RECEPTACLES. THE CONDUIT SHALL NOT BE PERMITTED TO SERVE AS THE ONLY ELECTRICAL GROUND RETURN PATH.

16. PROVIDE HANDLE TIES AT CIRCUIT BREAKERS TO SIMULTANEOUSLY

DISCONNECT ALL UNGROUNDED CONDUCTORS OF MULTI-WIRE
BRANCH CIRCUITS WITH A SHARED NEUTRAL.

17. UNLESS NOTED OTHERWISE ALL 120 VOLT HOMERUNS OVER 100 FEET SHALL BE #10 AWG MINIMUM, OVER 175 FEET SHALL BE
#8 AWG MINIMUM. ADJUST CONDUIT SIZE ACCORDINGLY.

18. NOTIFY THE ARCHITECT IN WRITING WHEN INSTALLATION IS

COMPLETE AND THAT A FINAL INSPECTION OF THIS WORK CAN
BE PERFORMED. IN THE EVENT DEFECTS OR DEFICIENCIES

ARE FOUND DURING THIS FINAL INSPECTION, THEY SHALL BE

CORRECTED TO THE SATISFACTION OF THE ARCHITECT BEFORE
FINAL ACCEPTANCE CAN BE ISSUED.

19. PANELBOARDS ARE EXISTING UNLESS NOTED OTHERWISE. NEW

CIRCUIT BREAKERS SHALL BE THE SAME TYPE AND INTERRUPTING RATING AS EXISTING BREAKERS IN PANEL.

20. WHERE CIRCUIT CHANGES OR ADDITIONS OCCUR IN PANELBOARDS

UPDATE PANEL DIRECTORY CARDS WITH NEW TYPE WRITTEN CARDS INDICATION DESCRIPTION OF ALL CIRCUITS.

TYP
WPM
B-5,7,9
(ALL SYMBOLS NOT NECESSARILY USED ON THESE DRAWINGS)
ALL SYMBOL DESCRIPTIONS ARE SUBJECT TO MODIFICATION AS NOTED ON THE DRAWINGS. VERIFY EXACT LOCATIONS AND HEIGHTS OF OUTLETS WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH-IN. 2 100
OS1
E-0.05
ab
PC

LIGHTING FIXTURE RECESSED MOUNTED WITH OUTLET BOX AND REMOTE MOUNTED JUNCTION BOX CONCEALED ABOVE ACCESSIBLE CEILING.

PROVIDE FLEXIBLE CONDUIT CONNECTION 6 FT. MAXIMUM LENGTH, 1/2" DIAMETER MINIMUM, FROM JUNCTION BOX TO FIXTURE OUTLET. PROVIDE

CONDUCTORS IN CONDUIT, QUANTITY AS REQUIRED FOR INDICATED CIRCUITS AND SWITCHING CONTROLS, #12 (AWG) MINIMUM.

SYMBOL LIST
LIGHTING FIXTURE, SURFACE WALL MOUNTED, WITH OUTLET BOX.

MOUNTING HEIGHT PER ARCHITECT.

EXIT SIGN SINGLE FACE OR DOUBLE FACE AS INDICATED ON PLANS, ON FLUSH CEILING MOUNTED OUTLET BOX. ARROW INDICATES DIRECTIONAL ARROW ON EXIT SIGN FACE.

DETAIL CALLOUT DESIGNATION: "1" INDICATES DETAIL NUMBER, "E-0.05" IS THE SHEET NUMBER.

FIXTURE SCHEDULE DESIGNATION: "2" INDICATES FIXTURE TYPE, "100" INDICATES TOTAL FIXTURE WATTAGE.

OCCUPANCY MOTION SENSOR SWITCH, ON FLUSH WALL MOUNTED
OUTLET BOX, +45". "ab" INDICATES OCCUPANCY MOTION SENSOR WITH BI-LEVEL SWITCHING. MATCH BUILDING STANDARDS.

DUPLEX CONVENIENCE RECEPTACLE VERTICAL ON FLUSH WALL MOUNTED OUTLET BOX, +18".

DUPLEX CONVENIENCE RECEPTACLE WITH INTEGRAL GROUND FAULT INTERRUPTER, HORIZONTAL ON FLUSH WALL MOUNTED OUTLET BOX +18".

DUPLEX CONVENIENCE RECEPTACLE WITH INTEGRAL GROUND FAULT INTERRUPTER, VERTICAL ON FLUSH WALL MOUNTED OUTLET BOX +6" ABOVE COUNTER SPLASH..

DUPLEX CONVENIENCE RECEPTACLE, WITH INTEGRAL GROUND FAULT

INTERRUPTER, ON FLUSH WALL MOUNTED OUTLET BOX WITH SPRING DOOR COVER, +18".

DUPLEX CONVENIENCE RECEPTACLE ON FLUSH CEILING MOUNTED
OUTLET BOX.

OUTLET ON EMERGENCY LIGHTING CIRCUIT.

LIGHTING FIXTURE, RECESS MOUNTED, WITH OUTLET BOX.

EXIT SIGN, ON FLUSH WALL MOUNTED OUTLET BOX, +90".

SINGLE POLE MOTOR RATED TOGGLE SWITCH WITH OUTLET BOX.

PHOTOCELL SENSOR ON FLUSH CEILING MOUNTED OUTLET BOX.

OCCUPANCY MOTION SENSOR ON FLUSH CEILING MOUNTED OUTLET BOX.

JUNCTION BOX, FLUSH WALL MOUNTED, +18".

JUNCTION BOX CONCEALED ABOVE ACCESSIBLE CEILING.

INDICATES CONNECTION TO EQUIPMENT AS REQUIRED, TYPICAL.

PULLBOX, SIZE AS INDICATED ON PLANS.

CIRCUIT BREAKER STATIONARY (NON-DRAWOUT), SECONDARY VOLTAGE.

CONDUIT, INSTALLED CONCEALED IN WALL OR IN CEILING SPACE. 1/2" C - 2 #12
1/2" C - 3 #12
3/4" C - 4 #12
3/4" C - 5 #12
3/4" C - 6 #12
1" C - 7 #12
1" C - 8 #12
1 1/4" C - 9 #12
CONDUIT, INSTALLED CONCEALED IN OR UNDER FLOOR OR BELOW GRADE, 3/4" CONDUIT MINIMUM.

CONDUIT, INSTALLED EXPOSED.

HOMERUN TO PANEL "B" FOR CIRCUITS 5, 7, 9 WITH SEPARATE NEUTRALS.

UNDERGROUND CONDUIT STUBOUT, STUB 5'-0" FROM BUILDING OR WALKWAY, CAP, MARK AND RECORD.

MECHANICAL EQUIPMENT CALLOUT. REFER TO

MECHANICAL DRAWINGS FOR EXACT LOCATIONS

AND REQUIREMENTS OF MECHANICAL
EQUIPMENT.

MOUNTING HEIGHT TO CENTER LINE OF

DEVICE FROM FINISH FLOOR OR

EXTERIOR GRADE
KEY NOTE CALLOUT. REFER TO

CORRESPONDING NOTE ON
DRAWING WHERE CALLOUT OCCURS.

A.F.F.

A.F.G.

AWG
AMP, A
CIRC.,CKT.

A.I.C.

CBC
CLCB
C.O.

CONN
DIA
EMT
EWC
EF
(E)
FT or '
FLA
GFI
GFP
GRD
HVAC
HP
IG
J-BOX
KVA
KW
LCL

LTG, LTS
MCB
MLO
MH
MTD
NEC
NIC
PH or

PROVIDE

REC, RECEPT R
RGS

SECONDARY
SFD
TV
U.N.O. V
VA
WPW
1P
2P
3P

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AMERICAN WIRE GAUGE
AMPERE

AMPERES INTERRUPTING

CAPACITY (SYMMETRICAL)

CIRCUIT

CIRCUIT BREAKER

CONDUIT

CURRENT LIMITING CIRCUIT BREAKER
CONDUIT ONLY.

CONNECTED

DIAMETER

ELECTRICAL METALLIC TUBING

ELECTRIC WATER COOLER

EXHAUST FAN

EXISTING EQUIPMENT TO REMAIN
FEET

FULL LOAD AMPS
GROUND FAULT CIRCUIT INTERRUPTER.

GROUND FAULT PROTECTION
GROUND

HEATING, VENTILATING AND

AIR CONDITIONING

HORSEPOWER

ISOLATED GROUND AND

ISOLATED NEUTRAL

JUNCTION BOX

KILOVOLT AMPERES

KILOWATT

LONG CONTINUOUS LOAD

LIGHTING

MAIN CIRCUIT BREAKER

MAIN LUGS ONLY

METAL HALIDE

MOUNTED

NATIONAL ELECTRICAL CODE

NOT IN CONTRACT
PHASE
FURNISH, INSTALL AND CONNECT.

RECEPTACLE

RELOCATED

RIGID GALVANIZED STEEL
600 VOLTS AND LESS

SMOKE FIRE DAMPER

TELEVISION

TYPICAL

UNLESS NOTED OTHERWISE
VOLTS

VOLT AMPERES

WEATHERPROOF
WIRE

SINGLE POLE

DOUBLE POLE

TRIPLE POLE

SHEET INDEX

Page 1434 of 1571 ends

NOTE :

1. AFTER CONDUCTORS ARE INSTALLED, ALL

CONDUIT ENDS SHALL BE SEALED WITH DUCT
SEAL OR PRE - APPROVED EQUAL .

2. PROVIDE BRYCE FASTENERS WITH TAMPER
RESISTANT PENTA NUTS.

3. PROVIDE CONCRETE BOLT DOWN COVER.

4. REFER TO LANDSCAPE PLANS FOR EXACT
LOCATION AND DETAILS.

SCALE: 11" X 17" PULL BOX DETAIL NTS
2 VEEH RANCH PARK IMPROVEMENTS

FIXTURE

SCHEDULE AND

DETAILS
E-0.2
EISEL ENTERPRISES NO. 3-1/2 F

PULL BOX OR PRE-APPROVED
EQUAL MARKED "LIGHTING"

CONDUIT PER PLAN

CONDUIT PER PLAN
INSTALL (2) PER
BOX 2 1/4" X 4" X
8" COMMON RED
BRICK.
3/4" CRUSHED

ROCK BASE

CONDUIT

PER PLAN
18" MIN
4"
6"

SECTION A-A
#3 CIRCULAR
TIES WITH 1
1/2 TURNS
6#5 VERT.

REBAR
3" CLEAR TO TIES
3-#3 TIES, 2"O.C.

FOUR ANCHOR BOLTS

EACH WITH TWO NUTS AND

WASHERS TO ANCHOR AND
ALIGN POLE. (AS PER POLE
MANUFACTURER'S SPECS.)

CONDUIT,TYPICAL

PER PLANS
24" DIAMETER
PROVIDE CONTINUOUS 1#8 BARE COPPER
"GROUNDING-STRAP" CONDUCTOR, IMBED IN
CONCRETE. PROVIDE CONDUCTOR

COMPRESSION TYPE GROUND CLAMP ON

ONE OF THE VERTICAL REBAR IN THE POLE

BASE, CONNECT THE GROUNDING

CONDUCTOR FROM THE REBAR GROUND

CLAMP TO THE GROUND-LUG INSIDE THE
LIGHTING POLE HAND HOLE COVER. ALLOW
A MINIMUM OF 24-INCHES OF "FREE-END"
ABOVE TOP OF CONCRETE BASE.

CONCRETE BASE
(FT=3000 PSI)
5'-0"

BELOW GRADE
30" 12'-0" 1'-9"
6#5 VERTICAL REBAR
AND #3 CIRCULAR
TIES @ 12"O.C.

FINISH GRADE

DRY PACK UNDER
BASE

BASE PLATE, AND

ANCHOR BOLTS FURNISH
WITH POLE.

FILL AND SACK EXPOSED

TOP AND SIDES FOR A

SMOOTH FINISH
SCALE: FIXTURE TYPE "S3" POLE BASE DETAIL NONE 1
1'-7"

Page 1435 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

Page 1436 of 1571 ends

120
48 16
8 STR
LH
32 40 40
48 38
28 18
8 16
8 120
48 K.P.1
K.P.1 1 1 1 2
3 2
2 3
3 S1
S1
S1

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
©
12/23/2025
150 Paularino Avenue Suite A120 Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number:535.086
FBA Engineering / Plot Date: 12/23/2025 8:14 AM / Plotted by: Josue Saldana / Drawing Location: I:\535\086\E1.0_535086_SITE ELECTRICAL PLAN.dwg 11" x 17" PULLBOX. SEE DETAIL 2/E0.2
PROVIDE 1" C. - 2#8, 1#10 GRD. OR MATCH EXISTING
CONDUIT/WIRING. IF EXISTING CONDUIT AND WIRE ARE
STILL IN GOOD OPERABLE CONDITIONS, THEN RE-USE.

CONTRACTOR IS RESPONSIBLE FOR A FULL OPERABLE
LIGHTING SYSTEM .

EXISTING LIGHT POLE AND BASE TO BE REMOVED AND
REPLACED WITH NEW. PROVIDE POLE WITH BASE AND ALL

NECESSARY MATERIALS FOR A COMPLETE AND FULLY
OPERABLE LIGHTING SYSTEM, 123

KEY NOTES

SITE ELECTRICAL
PLAN
SCALE: E-1.0
SITE ELECTRICAL PLAN 1"=20'-0" 1 MATCHLINE: SEE SHEET E-1.1

SITE PLAN GENERAL NOTES

1. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND

CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING

AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC., AND TO PREVENT HAZARDS TO PERSONNEL AND/OR

DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES

WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER
CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE

LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, WHETHER

OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER
CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

ENGINEER, THE ENGINEER SHOULD SEARCH UNIDENTIFIED
CONDITIONS BE DISCOVERED. THESE DRAWINGS AND

SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY.

2. CONTRACTOR SHALL VERIFY THE LOCATION OF ANY EXISTING

UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO

COMMENCEMENT OF WORK BY CONTACTING UNDERGROUND SERVICE
ALERT (U.S.A.) AT 1(800) 422-4133, OR OTHER LOCAL APPLICABLE UNDERGROUND SERVICE ALERT AGENCIES.

3. THE DRAWINGS ILLUSTRATE LOCATIONS OF EQUIPMENT AND

ASSEMBLIES, PULLBOXES, MANHOLES, HANDHOLES, AND VAULTS,

INCLUDING OTHER ELECTRICAL UNDERGROUND STRUCTURES AND
PATHWAYS. CONTRACTOR SHALL CLOSELY COORDINATE EXACT

LOCATIONS AND MOUNTING DEPTHS OF ALL DEVICES, STRUCTURES

AND PATHWAYS WITH OTHER TRADES PRIOR TO PLACEMENT, TO

ENSURE FINAL LOCATIONS ARE OUTSIDE FEATURE LANDSCAPE AND

ARCHITECTURAL AREAS AND ARE NOT IN CONFLICT WITH THE
INSTALLATION OF MATERIALS BY OTHER TRADES.

4. SEE ARCHITECTURAL, CIVIL AND LANDSCAPE PLANS FOR EXACT

LOCATION OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL EQUIPMENT AND DEVICES, ETC. COORDINATE ALL UNDERGROUND
STRUCTURES AND CONDUIT ROUTING WITH ARCHITECT OR OWNERS’

REPRESENTATIVE PRIOR TO ROUGH-IN, TO ENSURE SUCH ITEMS ARE NOT PLACED IN PLANTING / HARDSCAPE AREAS.

5. ALL EQUIPMENT LOCATED OUTDOORS SHALL BE WEATHERPROOF, NEMA 3R RATED.

6. ALL UNDERGROUND CONDUIT SIZE SHALL NOT BE LESS THAN ¾” – U.N.O.

7. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. – U.N.O.

8. ALL SITE BRANCH CIRCUIT CONDUIT RUNS SHALL INCLUDE AN

EQUIPMENT GROUND THAT AT A MINIMUM, MATCHES THE SIZE OF THE LARGEST BRANCH CIRCUIT CONDUCTOR.

9. PROVIDE PULL STRING IN ALL EMPTY CONDUITS.

Page 1437 of 1571 ends

2 13 13 2
2 S1
S1

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
©
12/23/2025
150 Paularino Avenue Suite A120 Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number:535.086
FBA Engineering / Plot Date: 12/23/2025 8:15 AM / Plotted by: Josue Saldana / Drawing Location: I:\535\086\E1.1_535086_SITE ELECTRICAL PLAN.dwg SCALE: SITE ELECTRICAL PLAN 1"=20'-0" 1 MATCHLINE: SEE SHEET E-1.0 MATCHLINE: SEE SHEET E-1.2 11" x 17" PULLBOX. SEE DETAIL 2/E0.2
PROVIDE 1" C. - 2#8, 1#10 GRD. OR MATCH EXISTING
CONDUIT/WIRING. IF EXISTING CONDUIT AND WIRE ARE
STILL IN GOOD OPERABLE CONDITIONS, THEN RE-USE.

CONTRACTOR IS RESPONSIBLE FOR A FULL OPERABLE
LIGHTING SYSTEM .

EXISTING LIGHT POLE AND BASE TO BE REMOVED AND
REPLACED WITH NEW. PROVIDE POLE WITH BASE AND ALL

NECESSARY MATERIALS FOR A COMPLETE AND FULLY
OPERABLE LIGHTING SYSTEM, 123

KEY NOTES

SITE ELECTRICAL
PLAN
E-1.1

SITE PLAN GENERAL NOTES

1. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND

CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING

AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC., AND TO PREVENT HAZARDS TO PERSONNEL AND/OR

DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES

WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER
CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE

LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, WHETHER

OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER
CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

ENGINEER, THE ENGINEER SHOULD SEARCH UNIDENTIFIED
CONDITIONS BE DISCOVERED. THESE DRAWINGS AND

SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY.

2. CONTRACTOR SHALL VERIFY THE LOCATION OF ANY EXISTING

UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO

COMMENCEMENT OF WORK BY CONTACTING UNDERGROUND SERVICE
ALERT (U.S.A.) AT 1(800) 422-4133, OR OTHER LOCAL APPLICABLE UNDERGROUND SERVICE ALERT AGENCIES.

3. THE DRAWINGS ILLUSTRATE LOCATIONS OF EQUIPMENT AND

ASSEMBLIES, PULLBOXES, MANHOLES, HANDHOLES, AND VAULTS,

INCLUDING OTHER ELECTRICAL UNDERGROUND STRUCTURES AND
PATHWAYS. CONTRACTOR SHALL CLOSELY COORDINATE EXACT

LOCATIONS AND MOUNTING DEPTHS OF ALL DEVICES, STRUCTURES

AND PATHWAYS WITH OTHER TRADES PRIOR TO PLACEMENT, TO

ENSURE FINAL LOCATIONS ARE OUTSIDE FEATURE LANDSCAPE AND

ARCHITECTURAL AREAS AND ARE NOT IN CONFLICT WITH THE
INSTALLATION OF MATERIALS BY OTHER TRADES.

4. SEE ARCHITECTURAL, CIVIL AND LANDSCAPE PLANS FOR EXACT

LOCATION OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL EQUIPMENT AND DEVICES, ETC. COORDINATE ALL UNDERGROUND
STRUCTURES AND CONDUIT ROUTING WITH ARCHITECT OR OWNERS’

REPRESENTATIVE PRIOR TO ROUGH-IN, TO ENSURE SUCH ITEMS ARE NOT PLACED IN PLANTING / HARDSCAPE AREAS.

5. ALL EQUIPMENT LOCATED OUTDOORS SHALL BE WEATHERPROOF, NEMA 3R RATED.

6. ALL UNDERGROUND CONDUIT SIZE SHALL NOT BE LESS THAN ¾” – U.N.O.

7. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. – U.N.O.

8. ALL SITE BRANCH CIRCUIT CONDUIT RUNS SHALL INCLUDE AN

EQUIPMENT GROUND THAT AT A MINIMUM, MATCHES THE SIZE OF THE LARGEST BRANCH CIRCUIT CONDUCTOR.

9. PROVIDE PULL STRING IN ALL EMPTY CONDUITS.

Page 1438 of 1571 ends

2 2 13 1 3
S1
S1

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
©
12/23/2025
150 Paularino Avenue Suite A120 Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number:535.086
FBA Engineering / Plot Date: 12/23/2025 8:15 AM / Plotted by: Josue Saldana / Drawing Location: I:\535\086\E1.2_535086_SITE ELECTRICAL PLAN.dwg SCALE: SITE ELECTRICAL PLAN 1"=20'-0" 1 MATCHLINE: SEE SHEET E-1.1 11" x 17" PULLBOX. SEE DETAIL 2/E0.2
PROVIDE 1" C. - 2#8, 1#10 GRD. OR MATCH EXISTING
CONDUIT/WIRING. IF EXISTING CONDUIT AND WIRE ARE
STILL IN GOOD OPERABLE CONDITIONS, THEN RE-USE.

CONTRACTOR IS RESPONSIBLE FOR A FULL OPERABLE
LIGHTING SYSTEM .

EXISTING LIGHT POLE AND BASE TO BE REMOVED AND
REPLACED WITH NEW. PROVIDE POLE WITH BASE AND ALL

NECESSARY MATERIALS FOR A COMPLETE AND FULLY
OPERABLE LIGHTING SYSTEM, 123

SITE PLAN GENERAL NOTES

1. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND

CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING

AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC., AND TO PREVENT HAZARDS TO PERSONNEL AND/OR

DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES

WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER
CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE

LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, WHETHER

OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER
CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

ENGINEER, THE ENGINEER SHOULD SEARCH UNIDENTIFIED
CONDITIONS BE DISCOVERED. THESE DRAWINGS AND

SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY.

2. CONTRACTOR SHALL VERIFY THE LOCATION OF ANY EXISTING

UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO

COMMENCEMENT OF WORK BY CONTACTING UNDERGROUND SERVICE
ALERT (U.S.A.) AT 1(800) 422-4133, OR OTHER LOCAL APPLICABLE UNDERGROUND SERVICE ALERT AGENCIES.

3. THE DRAWINGS ILLUSTRATE LOCATIONS OF EQUIPMENT AND

ASSEMBLIES, PULLBOXES, MANHOLES, HANDHOLES, AND VAULTS,

INCLUDING OTHER ELECTRICAL UNDERGROUND STRUCTURES AND
PATHWAYS. CONTRACTOR SHALL CLOSELY COORDINATE EXACT

LOCATIONS AND MOUNTING DEPTHS OF ALL DEVICES, STRUCTURES

AND PATHWAYS WITH OTHER TRADES PRIOR TO PLACEMENT, TO

ENSURE FINAL LOCATIONS ARE OUTSIDE FEATURE LANDSCAPE AND

ARCHITECTURAL AREAS AND ARE NOT IN CONFLICT WITH THE
INSTALLATION OF MATERIALS BY OTHER TRADES.

4. SEE ARCHITECTURAL, CIVIL AND LANDSCAPE PLANS FOR EXACT

LOCATION OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL EQUIPMENT AND DEVICES, ETC. COORDINATE ALL UNDERGROUND
STRUCTURES AND CONDUIT ROUTING WITH ARCHITECT OR OWNERS’

REPRESENTATIVE PRIOR TO ROUGH-IN, TO ENSURE SUCH ITEMS ARE NOT PLACED IN PLANTING / HARDSCAPE AREAS.

5. ALL EQUIPMENT LOCATED OUTDOORS SHALL BE WEATHERPROOF, NEMA 3R RATED.

6. ALL UNDERGROUND CONDUIT SIZE SHALL NOT BE LESS THAN ¾” – U.N.O.

7. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. – U.N.O.

8. ALL SITE BRANCH CIRCUIT CONDUIT RUNS SHALL INCLUDE AN

EQUIPMENT GROUND THAT AT A MINIMUM, MATCHES THE SIZE OF THE LARGEST BRANCH CIRCUIT CONDUCTOR.

9. PROVIDE PULL STRING IN ALL EMPTY CONDUITS.

SITE ELECTRICAL
PLAN
E-1.2

KEY NOTES

Page 1439 of 1571 ends

120
48 16
8 STR
LH
32 40 40
48 38
28 18
8 16
8 120
48 K.P.1
K.P.1
S1
S1
S1

1.3 1.0

2.2 1.6

3.3 2.6

3.5 3.5

3.4 3.4

2.6 1.9

3.2 1.2

0.3 3.6

3.4 1.7

2.2 2.9

3.4 1.0

1.4 1.9

0.5 0.6

0.8 0.3

0.4 0.5

0.2 0.3

0.2 0.2

0.1 0.1

0.1 0.1 0.1

0.1 0.1

0.2 0.2

0.1 0.2

0.2 0.4

0.4 0.3

0.6 0.6

0.5 1.1

0.9 0.8

0.8 2.0

1.8 1.5

1.5 1.4

3.2 2.9

2.7 2.5

2.4 1.7

3.5 3.5

3.3 2.3

1.3 0.8

0.5 0.3

0.2 0.2

3.3 2.9

1.6 2.1

3.3 3.4

2.2 1.3

0.7 0.5

0.3 0.2

0.2 0.1

0.1 3.3

2.1 0.3

0.9 3.1

3.2 2.0

1.1 0.6

0.4 0.3

0.2 0.1

0.1 0.1

3.5 2.7

1.2 1.9

3.3 3.0

1.8 1.0

0.6 0.4

0.2 0.2

0.1 0.1

0.1 3.6

3.4 3.4

3.6 2.9

1.7 0.9

0.6 0.4

0.2 0.2

0.1 0.1

0.1 2.8

2.9 3.0

3.2 3.4

2.6 1.6

0.9 0.6

0.4 0.3

0.2 0.1

0.1 0.1

1.6 1.7

1.8 2.1

2.2 1.8

1.2 0.8

0.5 0.4

0.2 0.2

0.1 0.1

0.1 0.9

0.9 1.0

1.2 1.3

1.2 0.9

0.6 0.4

0.3 0.2

0.2 0.1

0.1 0.6

0.5 0.6

0.7 0.8

0.7 0.6

0.5 0.4

0.3 0.2

0.2 0.1

0.1 0.4

0.4 0.4

0.4 0.5

0.5 0.5

0.4 0.3

0.3 0.2

0.2 0.2

0.1 0.1

0.3 0.3

0.4 0.4

0.4 0.3

0.3 0.2

0.2 0.2

0.1 0.1

0.1 0.3

0.3 0.3

0.2 0.2

0.2 0.1

0.1 0.1

0.3 0.3

0.3 0.2

0.2 0.2

0.1 0.1

0.4 0.3

0.3 0.3

0.3 0.4

0.3 0.3

0.3 0.2

0.2 0.2

0.1 0.1

0.5 0.4

0.4 0.4

0.5 0.4

0.4 0.3

0.3 0.2

0.2 0.2

0.7 0.7

0.6 0.6

0.7 0.6

0.5 0.4

0.3 0.3

0.2 1.3

1.2 1.0

1.0 1.1

1.0 0.8

0.5 0.4

2.0 2.2

2.1 1.9

1.6 1.1

0.7 0.5

2.8 3.5

3.3 3.1

1.4 0.9

0.6 3.1

3.3 3.1

3.2 3.2

1.6 1.0

3.2 3.0

0.8 0.4

0.7 1.2

2.2 3.3

3.3 2.2

1.9 0.2

0.2 0.3

0.5 0.8

1.3 2.2

3.3 3.5

0.1 0.2

0.2 0.3

0.4 0.7

1.1 1.7

2.4 0.1

0.1 0.1

0.2 0.3

0.4 0.1

0.1 0.1

0.1 0.2

0.1 0.1

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 3.7

3.7 3.7

VEEH RANCH PARK IMPROVEMENTS

KEY NOTES
SITE

PHOTOMETRIC
PLAN
SCALE: E-2.0
SITE ELECTRICAL PLAN 1"=20'-0" 1 MATCHLINE: SEE SHEET E-2.1 Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
WALKWAY 0.8 fc 3.7 fc 0.0 fc N/A N/A

Page 1440 of 1571 ends

S1
S1

0.1 0.1

0.2 0.2

0.3 0.3

0.3 0.4

0.4 0.5

0.7 0.7

0.8 1.3

1.3 1.5

2.3 2.5

2.6 3.5

3.5 3.5

3.6 3.0

1.8 3.4

2.3 0.3

2.8 1.2

3.5 3.2

3.6 3.3

2.4 2.1

1.8 1.4

1.2 0.9

0.8 0.7

0.5 0.4

0.3 0.3

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.2 0.2

0.3 0.3

0.3 0.4

0.5 0.7

0.9 1.4

1.6 2.1

2.4 2.8

3.2 3.6

3.6 3.1

3.6 2.8

1.1 3.3

2.6 0.5

3.3 2.1

3.6 3.6

3.5 3.2

3.2 2.6

2.1 2.0

1.6 1.2

0.9 0.7

0.6 0.4

0.4 0.3

0.3 0.0

0.0 0.0

VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
©
12/23/2025
150 Paularino Avenue Suite A120 Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number:535.086
FBA Engineering / Plot Date: 12/23/2025 8:15 AM / Plotted by: Josue Saldana / Drawing Location: I:\535\086\E2.1_535086_SITE PHOTOMETRIC PLAN.dwg SCALE: SITE ELECTRICAL PLAN 1 1"=20'-0"
MATCHLINE: SEE SHEET E-2.0MATCHLINE: SEE SHEET E-2.2

KEY NOTES
SITE

PHOTOMETRIC
PLAN
E-2.1
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
WALKWAY 0.8 fc 3.7 fc 0.0 fc N/A N/A

Page 1441 of 1571 ends

S1
S1

0.4 0.4

0.3 0.3 0.2 0.2 0.1 0.1

0.1 0.1

0.1 0.2

0.2 0.2

0.2 0.3

0.3 0.5

0.4 0.8

0.8 1.5

1.4 2.6

2.5 3.6

3.5 3.5

2.7 3.1

1.2 3.2

1.4 3.6

3.0 3.5

3.3 2.0

2.2 2.1

1.2 1.2

1.1 0.7

0.7 0.6

0.4 0.4

0.3 0.3

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.3 0.2

0.3 0.3

0.4 0.6

0.6 0.9

1.5 1.5

2.2 3.2

2.2 3.1

3.5 2.0

3.6 3.4

1.7 0.3

3.4 2.9

2.0 2.5

3.3 3.5

3.6 3.0

2.0 1.2

0.8 0.6

3.4 3.3

2.3 1.4

0.8 0.5

0.4 0.3

0.2 0.2

0.1 1.1

0.6 0.4

0.3 0.2

0.2 0.1

0.1 0.1

0.2 0.1

0.1 0.1

0.0 0.0

0.0 VEEH RANCH PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
©
12/23/2025
150 Paularino Avenue Suite A120 Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number:535.086
FBA Engineering / Plot Date: 12/23/2025 8:15 AM / Plotted by: Josue Saldana / Drawing Location: I:\535\086\E2.2_535086_SITE PHOTMETRIC PLAN.dwg SCALE: SITE ELECTRICAL PLAN 1 1"=20'-0"
MATCHLINE: SEE SHEET E-2.1
E2.2

KEY NOTES
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
WALKWAY 0.8 fc 3.7 fc 0.0 fc N/A N/A
SITE

PHOTOMETRIC
PLAN

Page 1442 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

PART 1.00 GENERAL

1.01 RELATED DOCUMENTS
A. The Requirements of the General Conditions, Supplementary General Conditions and pertinent provisions of Sections in Division One of these Specifications apply to the work specified in this Section.

1.02 SCOPE
A. Work Included: All labor, materials, appliance, tools, equipment, facilities, transportation, and service necessary for, and incidental to, performing all operations in connection with furnishing, delivery, and installation of the work of this Section, complete, as shown on the Drawings and/or specified herein.

1.03 GENERAL SUMMARY OF ELECTRICAL WORK
A. The Specifications and Drawings are intended to cover a complete installation of systems. The omission of expressed reference to any item of labor or materials for the proper execution of the work in accordance with present practice of trade shall not relieve the Contractor from providing such additional labor and materials.

B. Refer to the Drawings and Shop Drawings of other trades for additional details which affect the proper installation of this work.

C. The Electrical Drawings are diagrammatic in many respects. It is not within the scope of these Drawings to show all necessary bends, offsets, or pullboxes required. Sizes and locations of equipment and wiring may be distorted for clarity on the Drawings. Exact locations of all lighting fixtures, outlets, exit signs, wiring devices, and the like, shall be shown on Architectural Drawings, as dimensioned on Plans, or as approved by Architect.

D. Before submitting a bid, the Contractor shall familiarize himself with all features of the existing site, and all Building Drawings and Site Drawings which may affect the execution of the work.

No extra payment will be allowed for failure to obtain this information.

1.04 LOCATIONS OF EQUIPMENT
A. The Drawings indicate diagrammatically the desired locations of arrangements of conduit runs, outlets, equipment, etc., and are to be followed as closely as possible. Proper judgment must be exercised in executing the work so as to secure the best possible installation in the available space and to overcome local difficulties due to space limitations or interference of structural conditions encountered.

B. The Drawings indicate approximate locations of existing conduits. The exact routing shall be verified in field and length of conductors shall be adjusted to the length required.

C. Coordinate and cooperate in every way with other trades in order to avoid interference and assure a satisfactory job.

1.05 QUALITY ASSURANCE, STANDARDS AND SYMBOLS
A. Work and materials in full accordance with the latest rules and regulations of the California Code of Regulations, Title 24, Title "8 Division of Industrial Safety", California Electrical Code, the National Life Safety Code, pertinent N.F.P.A. Publications and other Federal State or other City Agencies Having Jurisdiction.

B. Keep a copy of all applicable Codes available at the job site at all times while performing work under this Section. Nothing in Plans or Specifications shall be construed to permit work not conforming to the most stringent of Codes.

C. Should any changes be necessary in the Drawings or Specifications to make the work comply with these Requirements, the Contractor shall notify the Architect at once in writing and cease work in parts of the Contract which are affected.

1.06 SUBMITTALS
A. Material Lists and Shop Drawings

1. Submit copies of materials list and Shop Drawings for approval. The materials list of installation materials shall indicate proposed Equipment Manufacturers. Submittals shall be organized in completed bound groups for materials (i.e., all lighting fixtures or all switchgear, etc.). Departure from the above procedure will result in resubmittals and delays. The Contractor shall verify dimensions of equipment and be satisfied as to fit and that they comply with all Code Requirements relating to clear working space about electrical equipment prior to submitting Shop Drawings for approval. Where current limiting fuse devices are specified, submit technical data to indicate fuses adequately protect equipment and that the fuses are selective to the circuit breakers that it protects.

2. Submit Shop Drawings for all electrical items except installation materials such as conduit, conduit fittings, outlet boxes, 600-volt conductors, wiring devices, etc.

3. Submittals which are intended to be reviewed as a substitution or departure from the Contract Documents must be specifically noted as such or the Requirements of the Contract Documents will prevail, regardless of the acceptance of the submittal.

4. Shop Drawings shall include Dimensioned Plans, elevations, details, wiring diagrams and descriptive literature of component parts where applicable.

5. Shop Drawings shall include the Manufacturer's projected days for shipment from the factory of completed equipment, after the equipment is released for production by the Contractor. It shall be the responsibility of the Contractor to ensure that all material and equipment is ordered in time to provide an orderly progression of the work. The Contractor shall notify the Architect of any changes in delivery which would affect the Project completion date.

B. Maintenance and Operation Manuals

1. Contractor shall furnish three copies of typewritten maintenance and operating manuals for all electrical equipment to the Owner and instruct Owner's Personnel in correct operation of all equipment at completion of project.

2. Maintenance and operating manuals shall be bound in three-ring, hard-cover, plastic binders and shall be delivered to the Owner with letter of transmittal, carbon copy to the Architect.

C. Portable or Detachable Parts: The Contractor shall retain in his possession and be responsible for all portable and detachable parts or portions of the installation such as fuses, keys, locks adapters, locking clips, and inserts until final completion of his work. These parts shall then be delivered to the Owner, or his authorized Representative and an itemized receipt obtained, with copies of receipt sent to the Architect.

1.07 RECORD DRAWINGS
A. Provide and maintain in good order a complete set of Electrical Contract prints. Changes to the Contract to be clearly recorded on this set of prints. At the end of the project, the Contractor shall transfer all changes to one set reproducible Drawing to be delivered unfolded to the Architect.

B. The Contractor shall keep the "As-Built" Prints up to date current with all work performed.

1.08 CLEANING EQUIPMENT, MATERIALS, PREMISES
A. All parts of the equipment shall be thoroughly cleaned of dirt, rust, cement, plaster, etc., and all cracks and corners scraped out clean. Surfaces to be painted shall be carefully cleaned of grease and oil spots and left smooth, clean and in proper condition to receive paint finish.

1.09 JOB CONDITIONS - PROTECTION
A. Protect all work, materials and equipment from damage from any cause whatever and provide adequate and proper storage facilities during the progress of the work. Provide for the safety and good condition of all the work until final acceptance of the work by the Owner and replace all damaged or defective work, materials and equipment before requesting final acceptance.

1.10 CUTTING AND PATCHING
A. Perform cutting and patching on the construction work which may be required for the proper installation of the electrical work. Patching shall be of the same material, workmanship and finish as specified and accurately match surrounding work to satisfaction of the Architect.

1.11 IDENTIFICATION
A. Panelboards, terminal cabinets, circuit breakers, disconnect switches, starters, relays, time switches, contactors, pushbutton control stations, and other apparatus used for operation of controls of feeders, circuits, appliances, or equipment shall be properly identified by means of descriptive nameplates or tags permanently attached to the apparatus and wiring.

B. Nameplates shall be engraved laminated phenolic. Shop Drawings with dimensions and format shall be submitted to the Architect before installation. Attachment to equipment shall be with escutcheon pins, rivets, self-tapping screws or machine screws. Self-adhering or adhesive backed nameplates shall not be used.

C. Provide black-on-white laminated plastic nameplate for normal power and white-on-red nameplate for emergency power, engraved in minimum 1/4-inch-high letters sized as required, to identify each piece of electrical distribution and control equipment and associated sections, compartments, and components.

1. Service Equipment:
a. Use identification nameplate to identify each service disconnecting means. b. For buildings or structures supplied by more than one service, or any combination of branch circuits, feeders, and services, use identification nameplate or means of identification acceptable to authority having jurisdiction at each service disconnecting means to identify all other services, feeders, and branch circuits supplying that building or structure. Verify format and descriptions with authority having jurisdiction.

D. Cardholders and cards shall be provided for circuit identification in panelboards. Cardholders shall consist of a metal frame retaining a clear plastic cover permanently attached to the inside of panel door. List of circuits shall be typewritten on card. Circuit description shall include name or number of circuits, area, and connected load.

1.12 ELECTRICAL WORK CLOSEOUT
A. Prepare the following items and submit to the Architect before final acceptance.

1. Two copies of all test results as required under this Section.

2. Two copies of Local and/or State Code Enforcing Authorities final inspection certificates.

3. Copies of As-Built Record Drawings as required under the General Conditions, pertinent Division One Section and Electrical General Provisions.

4. Two copies of all receipts transferring portable or detachable parts to the Owner when requested.

5. Notify the Architect in writing when installation is complete and that a final inspection of this work can be performed. In the event defects or deficiencies are found during this final inspection, they shall be corrected to the satisfaction of the Architect before final acceptance can be issued.

6. Three copies of operating and maintenance instruction books covering all electrical equipment and systems.

1.13 EQUIPMENT SEISMIC REQUIREMENTS
A. Equipment supports and anchorages provided as part of the contract shall be designed, constructed and installed in accordance with the earthquake regulations of the California Building Code, Title 24, Section 1632A, and the Uniform Building Code, (UBC).

PART 2 - PRODUCTS

2.01 CONDUIT
A. Rigid metal conduit: Steel, hot-dip galvanized, sherardized or zinc coated.

B. Intermediate Steel Conduit (IMC): Steel, hot-dip galvanized, sherardized or zinc coated.

Couplings and connectors shall be threaded and rated "liquid tight".

C. Electrical metallic tubing: Steel, galvanized or sherardized. Couplings and connectors, seamless steel construction and of the set screw or watertight compression type equal to Thomas & Betts Co. #5123 or #5031 Series, complete with insulated throats.

D. Flexible Conduit: Steel, galvanized. Connector shall be equal to Thomas & Betts Co. #3312 and/or #3332 Series, complete with insulated throat.

E. Liquid-tight flexible conduit: Sealtite Type U.A. with Appleton Series "ST" connectors.

F. Rigid Non-Metallic Conduit (RNMC):

1. Polyvinyl Chloride (PVC)-RNMC
a. PVC-Schedule 40 heavy wall construction.
b. PVC-Schedule 80 extra heavy wall construction.
c. PVC-Type EB.

2. RNMC fittings connecting to metallic raceways shall be provided with a ground/bond jumper connection.

G. Conduit Bodies: Provide types and sizes as required for the location and application. Covers shall be gasketed and secured with corrosion resistant screws.

2.02 WIRE AND CABLE
A. Copper conductors: #12 AWG minimum unless specifically noted otherwise on the Drawings.

Conductors #10 AWG and smaller shall be solid and #8 AWG and larger shall be stranded.

Type of wire as noted on Drawings or as follows:

1. Type THWN/THHN insulation used for all conductors unless otherwise noted.

2. Type XHHW or THWN insulation shall be used where conductors are installed in conduit exposed to the weather.

3. The following color code for 120/208-volt branch circuits: Neutral - White (Tape feeder neutrals with white tape near connections); Ground - Green; Isolated Ground - Green with yellow stripe; Phase A - Black; Phase B - Red; Phase C - Blue.

4. The following color code for 277/480-volt branch circuits: Neutral - Grey - Tape feeder neutrals with Grey tape near connections); Ground - Green; Phase A - Brown; Phase B - Orange; Phase C - Yellow.

5. When individual neutral conductors are required for each branch circuit, the color code for the neutral conductors shall be as follows: Phase A - White with Black stripe; Phase B - White with Red Stripe; Phase C - White with Blue stripe. All common neutral conductors, when required, shall be White without any stripes.

6. Feeders identified as to phase or leg in each panelboard with printed identifying tape.

2.03 OUTLET BOXES
A. Pull and Junction Boxes: Provide types and sizes as indicated or as required for the location, application and wire fill per CEC Requirements. For indoor dry locations coat with rust inhibitor and gray baked enamel finish. For wet locations provide hot-dipped galvanized material with gray baked enamel finish and gasketed covers.

2.04 RECEPTACLES
A. All receptacles in flush type outlet boxes shall be installed with a bonding jumper for ground between the grounded outlet box and the receptacle ground terminal. Grounding through the receptacle mounting straps is not acceptable. The bonding jumper shall be sized in accordance with the branch circuit protective device as tabulated herein under "grounding". Bonding jumper shall be attached at each outlet to the back of the box using drilled and tapped holes and washer head screws 6-32 or larger. For receptacles in surface mounted outlet boxes direct metal-to-metal contact between receptacles mounting strap (if it is connected to the ground contacts) and outlet boxes may be used.

B. Duplex convenience receptacles shall be Specification grade, color white, 120-volt, 15 amp, NEMA 5-15R grounding type with grounding contact which is internally connected to the frame.

Outlet shall accommodate standard parallel blade cap and shall be back and side wired.

Hubbell #CR5252 or equal by P&S or Leviton.

C. Where duplex receptacle is supplied by separate 20-amp, circuit, receptacle shall be NEMA 5-2OR. Hubbell #CR5352 or equal by P&S or Leviton.

D. Ground fault type duplex receptacle shall be 15-amp outlet with 20-amp feed through, NEMA 5-15R. Hubbell #GFR5252 or equal by P&S or Leviton.

E. Weatherproof Receptacle: Ground fault type duplex receptacle. On exposed conduit runs, weatherproof ground fault type receptacles as hereinbefore specified, installed in "FS" condulet.

Covers shall be one of the following door type covers: Hubbell #WP26M or equal by P&S.

F. Special outlets as indicated on Drawings.

G. Color of receptacles shall be as selected by Architect.

2.05 LIGHTING FIXTURES
A. Lighting fixtures shall have all parts and fittings necessary to complete and properly install the fixture. All fixtures shall be equipped with lamps of size and type specified.

B. The catalog number on the Lighting Fixture Schedules are for indicating the general type, quality and size of the fixture. The use of the catalog numbers do not include all the necessary accessories that may be required for a complete and operable installation.

C. The lighting fixtures as specified on the Fixture Schedule are called out by Fixture Type letter or number and correspond with the Fixture Types indicated at the outlets shown on the Drawings.

2.06 LIGHTING STANDARDS (SUPPORT POLES, POLE MOUNTED LIGHTING FIXTURES AND

LUMINAIRES)
A. General

1. Lighting poles, pole bases, pole arms, lighting fixtures (luminaires), supports with all lighting pole attachments and anchors shall be designed and constructed to withstand not less than 100 mile per hour steady horizontal wind loading and 130 mile per hour horizontal wind gust loading, without any damage to the lighting standards.

2. Provide tamper-resistant "hand-hole" and cover on the pole, for access into wiring terminations inside the pole. Provide ground "lug" attachment for equipment bond conductor.

3. Provide factory applied weather protective base undercoat and final finish on all exposed and internal components. Color as indicated or as selected by Owner's Representative.

ELECTRICAL

SPECIFICATIONS
E-3.0

Page 1443 of 1571 ends

VEEH RANCH PARK IMPROVEMENTS

1. Conduits which are run underground exterior to building slab shall be continuously concrete encased, except 15 thru 50 ampere power branch circuit conduits underground do not require concrete encasement.

2. Concrete for encasement of underground conduits shall be 2000-PSI 28-days cure strength with a mix of cement, sand, water and maximum of 3/4-inch gravel. Concrete encasement of conduits shall be continuous without voids. The encasement shall extend 3-inches past the edges of all conduits on all sides of the circuit.

3. Conduits located below or adjacent to structural foundations shall be separated from the foundation by a minimum of 12-inches. Conduits located below structural foundations shall be fully and continuously concrete backfilled and encased between the bottom of the foundation to the bottom of the conduits. The concrete shall be 4000-PSI 28-day cure strength instead of 2000-PSI concrete.

4. Conduits of any size and type (including 15-ampere thru 50 ampere power branch circuits) located under roads, and “Transit-System” right of way shall be concrete encased.

5. Three or more underground conduits occupying the same trench shall be separated and supported on factory fabricated, non-metallic, duct/conduit support spacers. The spacers shall be modular, keyed interlocking type, "Built-Up" to accommodate quantity, size orientation and spacing of installed conduits. The spacers shall maintain a constant distance between adjacent conduit supports and hold conduits in place during trench backfill operations. Minimum support spacer installation interval along with length of the conduits shall be as follows:
a. Concrete encased conduits, not less than 8-feet on center. b. Non-concrete encased conduits, not less than 5-feet on center.

6. Provide trenching, excavation, shoring and Back-filling required for the proper installation of underground conduits. Tops of backfill shall match finish grade.

7. Bottoms of trenches shall be cut parallel to “Finish Grade” elevation. Make trenches 12-inches wider than the greatest diameter of the conduit.

8. Back-filling Trenches for Conduits without Concrete Encasement Requirements. a. Conduits which are not required by the Contract Documents to be concrete encased and are located exterior to building slab, shall be set on a 3-inch bed of damp clean sand.

Conduit trenches shall be backfilled to within 12-inches of finished grade with damp sand after installation of conduit is completed. Remainder of backfill shall be native soil. b. Conduits located under a building which are not required by the Contract Documents to be concrete encased, shall be completely backfilled and compacted with clean damp sand to the same level as the building foundation pad.
c. Provide a continuous yellow 12-inches wide flat plastic tracer tape, located 12-inches above the conduits in the trench. The tracer tape shall be imprinted with “Warning-Electric Circuits” a minimum of 24-inches on center.

9. Backfilling trenches for conduits under paved areas:
a. In addition to the Requirements of conduit concrete encasement; conduits under walkways, roads, parking lots, driveways, and buildings shall be cast in place concrete “Slurry Mix” backfill. The slurry mix shall cover each side and top of conduits and conduit concrete encasement. The slurry mix shall be continuous to the underside of the finish subgrade surface.

10. Backfilling trenches for conduits with Concrete Encasement Requirements by the Contract Documents:
a. Trenches with all conduits concrete encased shall be backfilled with clean damp sand when located under building pads.
b. Trenches with all conduits concrete completely (sides, top, and bottom) encased and not located under a building pad and not located under paved areas, shall be backfilled with clean damp sand or native soil.
c. Concrete mix, consisting of cast-in-place concrete, sand, and gravel. 2000psi compressive 28-day cure strength. Red-dye concrete coloring. See Additional Requirements.

11. Backfill material:
a. Sand backfill shall be clean with no clay or organic materials, free of State of California and EPA defined toxic constituents, total chloride content less than 500 ppm, total sulfate content less than 150 ppm, sand pH greater than 4.5 and less than 9.0. Sand and native soil backfill of trenches shall be machine vibrated in 6-inch lifts to provide not less than 90% compaction of backfill.
b. Native soil backfill shall have no gravel or stones, and no organic matter of aggregate greater than 1-inch.
c. Concrete mix and slurry mix backfill shall be machine vibrated during installation to remove “Air-Voids”.
d. The slurry mix shall consist of concrete, clean gravel, clean sand and clean water mixture, 1000psi compressive 28-day cure strength. Maximum shrinking of slurry mix shall not exceed 5% wet to dry.

12. Installation depth below finish grade of underground conduits and underground raceways. In no condition/location less than 12-inches below winter underground frost-line. Underground depth dimensions shall be measured from finish top of grade elevation to top of all underground conduits/raceways, typically except under buildings. a. Under non-traffic areas not covered with paving or concrete, not less than 24-inches underground.
b. Under traffic areas including roads and parking areas, not less than 36-inches underground.
c. Under public/private transit system right-of-way and railroad right-of-way, not less than 48-inches underground.

13. Conduit crossing existing underground utilities shall cross below the bottom depth of the existing utilities. If the top portion of the existing utility depth below finish grade exceeds 72-inches and the specified separation and depths are maintained when crossing over the top of the existing underground utility, the conduit may cross above the existing underground utility.

14. Provide long radius horizontal bends (minimum radius of 36-times the conduit diameter) in underground conduits where the conduit is in excess of 100-feet long.

15. Conduits installed below grade and on grade below buildings, shall not be smaller than

0.75-inch.

16. Underground conduits entering a building shall be sloped. The conduit direction of slope shall be away from the building and shall prevent water in the conduit from “Gravity Draining” towards the building. The conduit slope “High Point” shall originate from the building, out to the first exterior pullbox, manhole etc. exterior conduit termination “Low Point”. The minimum slope angle shall be a constant 8-inches (or greater) of fall for each 100-feet of conduit length.

17. Raceway/Conduits, which are installed at this time and left empty for future use, shall have 0.25-inch diameter polyvinyl rope left in place for future use. The pull rope shall be 500-pounds minimum tensile strength. Provide a minimum of 5-feet of slack at each end of pull ropes.

3.03 WIRE AND CABLE
A. Branch circuit and fixture joints for #10 AWG and smaller wire shall be made with UL-approved connectors listed for 600 volts, approved for use with copper and/or aluminum wire. Connector to consist of a cone-shaped, expandable coil spring insert, insulated with a nylon shall and 2 wings placed opposite each other to serve as a built-in wrench or shall be molded one-piece as manufactured by "Scotchlok".

B. Branch circuit joints #8 and larger screw pressure lugs made of high strength structural aluminum alloy and UL-approved for use with both copper and/or aluminum wire as manufactured by Thomas & Betts.

C. Splices insulated with plastic splicing tape, half-lapped and at least the thickness of the wire insulation. Tape shall be fresh and quality equal to Scotch.

D. Correspond each circuit to the branch number indicated on the panel schedule shown on the Drawings except where departures are approved by the Architect or the Owner's Inspectors.

E. All wiring, including low voltage, shall be installed in conduit, unless otherwise noted. Conduit may be omitted for low voltage interconnect wiring between ceiling mounted occupancy sensors where plenum rated wiring is installed above accessible ceilings.

F. Control wiring to conform to the wiring diagrams shown on the Mechanical Drawings and the Manufacturer's wiring diagrams. Control the equipment in the manner specified under the "Mechanical" Section of the Specifications. Control wire to be color-coded for each in making final connections. Tag all spare conductors.

G. Wiring within panel enclosures to be neatly grouped and laced with Thomas & Betts "Ty-rap" spaced 3" apart and fanned out to the terminals. Tag all spare conductors.

3.05 LIGHTING
A. Install lighting fixtures in accordance with the Manufacturers installation instructions and industry standards.

B. Provide all mounting accessories, hardware, trims fittings as and required for proper installation into the ceiling construction type.

C. Refer to the Architectural Drawings for the exact location and placement of the lighting fixtures.

D. Test each lighting fixture and respective lighting controls to confirm that proper operational and performs to the Manufacturers Specifications.

B. Base

1. Provide a base plate at the bottom of each pole to attach and secure the pole to the pole anchor bolts. The base plate shall be permanently attached to the bottom of the pole.

C. Anchors

1. Anchor bolts shall be threaded the entire bolt length, not less than four bolts for each pole equally spaced around the pole base. Provide a minimum of two threaded nuts for each anchor bolt. Install a nut on the top and bottom sides of each base plate anchor bolt location.

No less than four threads shall be exposed after pole is installed and leveled.

2.07 STRUCTURAL AND MISCELLANEOUS STEEL
A. Structural and miscellaneous steel used in connection with electrical work and located out-of-doors or in damp locations, to be hot-dip galvanized unless otherwise specified. Included are underground pullbox covers and similar electrical items. Galvanizing average 2.0 ounce per square foot and conform to ASTM A123.

2.08 CIRCUIT BREAKER
A. Where two or three pole breakers occur in the panels, they shall be common trip units. Single pole breakers with tie-bar between handles will not be accepted.

B. Circuit Breakers shall be arranged in the panels so that the breakers on the proper trip settings and numbers correspond to the numbering in the panel schedules on the Drawings. Circuit numbers of breakers shall be black-on-white micarta tabs or other previously approved method.

Circuit number tabs which can readily be changed from front of panel will not be accepted.

Circuit number tabs which can shall not be attached to or be a part of the breaker.

C. Circuit Breakers shall be bolt on type.

2.09 DISCONNECTS
A. Disconnect switches shall be 250 volt or 600-volt A.C., NEMA Type HD, quick-made, quick-break, h.p. rated, fusible or non-fusible Class "R", in NEMA Type 1 enclosure, lockable, with number of poles and amperage as indicated on the Drawings. Where enclosure is indicated W.P. (weatherproof) switches shall be in rain-tight NEMA Type 3R enclosure, lockable. Maximum voltage, current and horsepower rating clearly marked on the switch enclosure and switches having dual element fuses shall have rating indicated on the metal plate. Manufactured by GE, Square-D or approved equal.

PART 3 - EXECUTION

3.01 GROUNDING
A. Grounding shall be executed in accordance with all applicable Codes and Regulations and local authorities having jurisdiction.

B. Provide ground conductor in all branch circuit conduits serving receptacle loads.

C. Ground conductors for branch circuit wiring shall be attached at each outlet to the back of the box using drilled and tapped holes and washer head screws, 6-32 or larger.

D. Each panelboard, switchboard, pullbox or any other enclosure in which several ground wires are terminated shall be equipped with a ground bus secured to the interior of the enclosure.

The bus shall have a separate lug for each ground conductor. No more than one conductor shall be installed per lug.

3.02 CONDUIT
A. The sizes of the conduits for the various circuits as indicated on the Drawings and as required by Code for the size and number of conductors to be pulled therein. Open ends capped with approved manufactured conduit seals as soon as installed and kept capped until ready to pull in conductors. Where running thread unions are necessary, only approved manufactured conduit unions used. No bends or offsets will be permitted unless absolutely necessary. Conduits to be concealed except as noted otherwise.

B. Rigid steel conduit or intermediate metal conduit shall be used where placed underground in concrete, in brick or masonry walls or exposed on roofs. Rigid steel conduit shall not be installed in direct contact with the earth or sand. Conduits installed in a wet, or exposed location in concrete have threads filled with red lead. For short runs of conduits installed in the ground and with Architect's approval, conduits may be "half" lapped with polyvinyl chloride tape equal to Scotch Wrap. Joints to be "double" wrapped. Tape shall be 10 mil. thick.

C. RNMC Installation Locations
RNMC conduit and RNMC fittings shall be installed in the following locations containing only "non-hazardous material":

1. Underground, concealed below earth grade, unless specifically noted or specified otherwise.

2. Exposed on utility service poles, for pole risers at 9-feet or higher above finish grade, Schedule 80 PVC only.

3. RNMC type "EB" conduit(s) shall be concrete encased along the entire length of the conduits for all installation locations.

D. Conduit placed against concrete above ground fastened to the concrete with pipe straps or one-screw conduit clamps attached to the concrete by means of expansion screw anchors and screws.

E. Conduits which are installed at this time and left empty for future shall have polyvinyl rope left in place for future use.

F. Conduit Separation:

1. Conduit installed underground or below building slab without full concrete encasement: Shall be separated from adjacent conduits of identical systems (i.e., signal to signal, data to data, power to power, control to control etc.) by a minimum of 3-inches. Conduits of non-identical systems (i.e., signal to power; data to power; power to control; signal to control, etc.) shall be separated by a minimum of 12-inches.

2. Conduit installed underground with full concrete encasement; shall be separated from adjacent conduits of similar systems (100 volt and less) by a minimum of 2-inches; conduits for non-power systems (100 volts and less to ground) shall be separated by a minimum of 6-inches from power circuits (over 100 volts to ground); conduits for power circuits shall be separated from adjacent conduits of similar power systems (over 100 volts to ground) by a minimum of 3-inches.

3. Separation of conduits entering termination points or crossing other conduits may be reduced as required within 60-inches of the termination or crossing points.

4. Conduits containing Utility Company service circuits (i.e., electrical power, telephone, or cable television) shall be separated a minimum of 12-inches from all other utilities and conduits, with or without concrete encasement, metallic or non-metallic conduit, above grade or underground conduit locations.

ELECTRICAL

SPECIFICATIONS
E-3.1

Page 1444 of 1571 ends

LH Public Works 6909-0006-0000-2023
Master Template Public Works Contract
1774061.2

CITY OF LAGUNA HILLS

CALIFORNIA

PUBLIC WORKS PLANS

AND SPECIFICATIONS FOR

VEEH RANCH PARK REHABILITATION
PROJECT NO. CIP 241-E

PREPARED FOR

CITY OF LAGUNA HILLS
24035 EL TORO ROAD
LAGUNA HILLS, CA 92653

PREPARED BY

RJM DESIGN GROUP
21591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
August 2026

Page 1445 of 1571 ends

LH 6909-01/2023
1774061.2

CITY OF LAGUNA HILLS

SPECIFICATIONS FOR

VEEH RANCH PARK REHABILITATION
Prepared Under the Supervision of:
_____________________________ 4/3/2026
Larry P. Ryan, CA LLA #2505 Date
Approved By:
08/25/2026
Joseph J. Ames, P.E., T.E., City Engineer Date
R.C.E. No. 66999
Expiration Date 9/30/2026

Page 1446 of 1571 ends

1774061.2 i LH 6909-01/2023

CITY OF LAGUNA HILLS

TABLE OF CONTENTS
FOR

VEEH RANCH PARK REHABILITATION
NOTICE INVITING SEALED BIDS ........................................................................................ NB-1 INSTRUCTIONS TO BIDDERS ............................................................................................. IB-1

PROPOSAL DOCUMENTS
Proposal.................................................................................................................................. P-1 Bidders Information ................................................................................................................. P-3 List of Subcontractors ............................................................................................................. P-4 References ............................................................................................................................. P-5 Contractor’s Licensing Statement............................................................................................ P-6 Bid Bond ................................................................................................................................. P-7 Non-Collusion Affidavit ............................................................................................................ P-9 Proposal Bid Sheets ............................................................................................................. P-10 Bidder’s Certification of Acknowledgement of Compliance With Insurance ........................... P-21

CONTRACT DOCUMENTS
Contract Agreement .............................................................................................................. CA-1 Faithful Performance Bond.................................................................................................... CA-5 Material and Labor Bond ....................................................................................................... CA-7 Compensation Insurance Certificate ..................................................................................... CA-9

GENERAL SPECIFICATIONS
Scope of Work ..................................................................................................................... GS-1 Location of Work .................................................................................................................. GS-1 Time of Completion .............................................................................................................. GS-1 Traffic Requirements ............................................................................................................ GS-1 Utility Requirements ............................................................................................................. GS-1 Flow and Acceptance of Water ............................................................................................ GS-3 Removal of Water ................................................................................................................ GS-3 Standard Specifications ....................................................................................................... GS-3 Resolution of Construction Claims ....................................................................................... GS-6

SPECIAL PROVISIONS
PART 1 - GENERAL PROVISIONS ...................................................................................... SP-1 PART 2 - CONSTRUCTION MATERIALS ........................................................................... SP-30 PART 3 - CONSTRUCTION METHODS ............................................................................ SP-35 PART 6 - ACCESS ............................................................................................................ SP-55 PART 8 – LANDSCAPE & IRRIGATION MATERIALS ....................................................... SP-58 PART 9 – SITE FURNISHINGS ......................................................................................... SP-77

APPENDICES
Water Pollution Control Plan Template ....................................................................... Appendix A Project Plans ............................................................................................................... Appendix B

Page 1447 of 1571 ends

1774061.2 NB-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

NOTICE INVITING BIDS FOR CONSTRUCTION OF

VEEH RANCH PARK REHABILITATION
NOTICE IS HEREBY GIVEN that sealed bids for the Veeh Ranch Park Rehabilitation (“Project”) in the City of Laguna Hills will be received at the Office of the City Engineer of the 24035 El Toro Road, Laguna Hills, until 12:00 p.m. on Thursday, October 1, 2026, at which time they will be publicly opened and read aloud.

PRE-BID MEETING: A pre-bid meeting will be held at Veeh Ranch Park at 10:30 a.m. on Wednesday, September 16, 2026. Site Address: Western edge of Veeh Ranch Park, Santa Vittoria Drive, Laguna Hills, California 92653. The meeting is mandatory.

DESCRIPTION OF THE WORK: In general, the work is comprised of public works construction including play equipment and safety surfacing installation, site furnishing replacement and installation, park monument sign installation, concrete flatwork installation, landscape and irrigation installation and other miscellaneous improvements as shown on the plans and as required to complete the work.

AWARD OF CONTRACT: The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder, and reject all other bids, as it may best serve the interest of the City. Within three (3) business days of bid opening, contractor must submit a revised bid bond with numerical dollar values, both in words and with digits of bid amount. Within five (5) working days after the date of the Notice of Apparent Low Bidder, the successful bidder will be required to submit required Contract Agreement and Insurance.

Within ten (10) working days after the date of the Notice of Award, the successful bidder will be required to submit Bonds (Faithful Performance and Material and Labor), Construction Schedule, Traffic Control Plan, and Water Pollution Control Plan.

CONTRACTOR’S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class A Contractor’s License, or a combination of Class C Contractor's Licenses as necessary to perform the work, at the time of submitting bids, in accordance with provisions of Chapter 9, Division III of the California Business and Professions Code.

WAGE RATE REQUIREMENTS: The wage rates applicable to this Project are the State of California Department of Industrial Relations prevailing rates of per diem wages. In accordance with the provisions of Sections 1773.2 of the California Labor Code, copies of the general prevailing rate of per diem wages as determined by the State Director of Industrial Relations are available at City Hall, which shall be made available to any interested party upon request, or on the Internet at the State Department of Industrial Relations website (www.dir.ca.gov) under Statistics and Research. It shall be mandatory upon the Contractor to whom the contract is awarded and upon any subcontractor to pay not less than said specified rates to all workers employed by them in the execution of the contract. A copy of said rates shall be posted at each job site during the course of construction. The Contractor and all subcontractors shall comply with all provisions of the California Labor Code relating to prevailing wage rates, including Sections 1770–1781.

This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Department of Industrial Relations shall monitor and enforce compliance with applicable prevailing wage requirements for the contract. The reporting requirements may be found at https://www.dir.ca.gov/Public-Works/Contractors.html. The Contractor is responsible for complying with all requirements of the Department of Industrial Relations, including filing electronic payroll reports.

Page 1448 of 1571 ends

1774061.2 NB-2 LH 6909-01/2023
pursuant to Labor Code Section 1725.5. It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.

RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payments by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. If the Contractor chooses not to exercise its rights under Public Contract Code Section 22300, the full five percent (5%) retention will be deducted from all payments.

The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion, if no stop notices have been filed. The City may withhold from release of the final retention amounts authorized under Public Contracts Code Section 7107 and/or 125% of amounts identified in any Stop Notices received by the City.

OBTAINING OR INSPECTING CONTRACT DOCUMENTS: Contract Documents may be inspected without charge at the Public Works Department, City Hall, 24035 El Toro Road, Laguna Hills, California 92653. Contract Documents are available in portable document form (PDF) on the City’s website https://lagunahillsca.gov/bids.aspx. It is the contractor’s responsibility to ensure they are on the City’s Plan Holder’s List and they obtain any addendums or clarifications that are issued by the City on the City’s website prior to submitting a bid. For any questions regarding acquisition of Contract Documents, contact Joe Ames at [email protected].

Dated this 28th day of August, 2026. City of Laguna Hills, California BY _____________________________

JOSHUA STEVENSON, CITY CLERK
Published: Saddleback Valley News 24035 El Toro Road
Laguna Hills, CA 92653

Page 1449 of 1571 ends

1774061.2 IB-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

INSTRUCTIONS TO BIDDERS
FOR

VEEH RANCH PARK REHABILITATION

1. PROPOSAL FORMS
Bids shall be submitted in writing on the Proposal forms provided by the City of Laguna Hills (hereinafter “CITY” or “City”). All blank spaces in the bid forms must be correctly filled in and all information requested therein must be clearly and legibly set forth in the manner and form indicated. All spaces for bid prices and lump sum price for which the bid is made, must be filled in, in both words and figures. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed by the person or persons signing the bid. Bidder acknowledges and agrees that by failing to complete the bid forms in their entirety, as set forth above, the CITY may find the bidder’s entire bid non-responsive and may cause the rejection of the bidder’s proposal at the discretion of the CITY.

2. PROPOSAL GUARANTEE (BID BOND)
In accordance with Public Contract Code Section 20170, proposals must be accompanied by a proposal guarantee consisting of either cash, a cashier’s check, a certified check or bid bond payable to the CITY in the minimum amount of ten percent (10%) of the total amount bid. Any proposal not accompanied by such a guarantee will not be considered. IF A BIDDER TO

WHOM A CONTRACT IS AWARDED FAILS OR REFUSES TO EXECUTE THE CONTRACT

DOCUMENTS OR FURNISH THE REQUIRED INSURANCE POLICIES AND BONDS AS

SET FORTH IN THOSE DOCUMENTS, THE PROPOSAL GUARANTEE SHALL BE FORFEITED TO THE CITY. The proposal guarantees of all bidders will be held until the successful bidder has properly executed all Contract Documents.

3. NON-COLLUSION AFFIDAVIT
Bidder shall declare that the only persons or parties interested in the proposal as principals are those named therein; that no officer, agent, or employee of the CITY is personally interested, directly or indirectly, in the proposal; that the proposal is made without connection to any other individual, firm, or corporation making a bid for the same work; and that the proposal is in all respects fair and without collusion or fraud. The Non-Collusion Affidavit shall be executed and submitted with the proposal.

4. PROPOSAL BID SHEET
Bidders shall give unit prices for each and all of the items set forth. No aggregate bids will be considered. The bidder shall set forth for each item of work, in clearly legible figures, a unit item price and a total for the item in the respective spaces provided for this purpose. The quantities listed in the Bid sheets are supplied to give an indication of the general scope of work, but the accuracy of figures is not guaranteed and the bidder shall make his own estimates from the drawings. In case of a variation between the unit price and the totals shown by the bidder, the unit price will be considered to be the bid.

Page 1450 of 1571 ends

1774061.2 IB-2 LH 6909-01/2023

5. DELIVERY OF PROPOSAL
Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the hands of the CITY's designated official prior to the bid opening time deadline set forth in the "Notice Inviting Sealed Bids." Late proposals will not be considered and will be returned to the bidder unopened. Proposals shall be enclosed in a sealed envelope plainly marked on the outside, VEEH RANCH PARK REHABILITATION PROJECT- DO NOT OPEN WITH REGULAR MAIL."

6. WITHDRAWAL OF PROPOSALS
A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the CITY's designated official prior to the bid-opening time deadline set forth in the "Notice Inviting Sealed Bids". The withdrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, provided there is time remaining to do so. Proposals may not be withdrawn after the bid opening without forfeiture of the proposal guarantee, except as authorized by state law. .

7. NONRESPONSIVE PROPOSALS
Unauthorized conditions, limitations, or provisions attached to a proposal will render it nonresponsive and may cause its rejection. The completed proposal forms shall be without inter-lineation, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered.

8. TAXES
No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes that may be applicable. Bidder acknowledges and agrees that CITY shall not be responsible for the payment of any increase in Sales Tax, Use Tax, or any other tax that takes effect after award.

9. DISQUALIFICATION OF BIDDERS
In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder.

No contract will be executed unless the bidder is licensed in accordance with the provisions of the Business and Professions Code.

10. INTERPRETATION OF PLANS AND DOCUMENTS
If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the plans, specifications or other proposed contract documents, or finds discrepancies in, or omissions from, the drawings or specifications, he or she may submit to the City Engineer a written request for an interpretation or correction thereof five (5) working days prior to the scheduled bid opening. The person submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the proposed

Page 1451 of 1571 ends

1774061.2 IB-3 LH 6909-01/2023
documents shall be made only by addendum duly issued and copy of such addendum will be mailed or delivered to each person receiving a set of such documents. The City Engineer will not be responsible for any other explanation or interpretations of the proposed documents.

11. ADDENDA OR BULLETINS
The effect of all addenda to the Contract Documents shall be considered in the bid, and said addenda shall be made a part of the Contract Documents and shall be returned with them.

Before submitting a bid, each bidder shall confirm as to whether or not any addenda have been issued, and failure to cover in this bid any such addenda issued, may render bid nonresponsive and may result in its rejection by the CITY.

12. LEGAL RESPONSIBILITIES
All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same are expressly referred to herein or not.

Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and Contract Documents, and to full compliance therewith.

13. AWARD OF CONTRACT
Following a review of the bids, the CITY shall determine whether to award the contract or to reject all bids. The award of contract, if made, will be to the lowest responsive-responsible bidder as determined solely by the CITY. At the time of contract award, the successful bidder shall hold a Class A Contractor's License, or a combination of Class C Contractor’s License(s), as required to perform the work, issued by the State of California. Additionally, the CITY reserves the right to reject any or all proposals, to accept any bid or portion thereof, to waive any irregularity, and to take the bids under advisement for the period of time stated in the "Notice Inviting Sealed Bids", all as may be required to provide for the best interests of the CITY. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the bidder to whom the award is contemplated.

Within three (3) days of bid opening contractor must submit a revised bid bond with numerical dollar values, both in words and with digits of bid amount. Within five (5) working days after the date of the Notice of Apparent Low Bidder, the successful bidder will be required to submit required Contract Agreement and Insurance. Within ten (10) working days after the date of the Notice of Award, the successful bidder will be required to submit Bonds (Faithful Performance and Material and Labor). Submission of these documents shall be at the Low Bidder’s sole cost and expense and shall not be made reimbursable by City. Award of Contract, if made, shall be solely the determination of the City Council.

No bidder may withdraw its proposal for a period of forty-five (45) days after the time set for opening thereof. However, the CITY will return all proposal guarantees within ten (10) days after the award of the contract or rejection of the bids, as the case may be, to the respective bidders whose proposals they accompany.
/

Page 1452 of 1571 ends

1774061.2 IB-4 LH 6909-01/2023
/

14. PREVAILING WAGE RATES
The wage rates applicable to this Project are the State of California Department of Industrial Relations prevailing rates of per diem wages. In accordance with the provisions of Sections 1773.2 of the California Labor Code, copies of the general prevailing rate of per diem wages as determined by the State Director of Industrial Relations are available at City Hall, which shall be made available to any interested party upon request, or on the Internet at the State Department of Industrial Relations website (www.dir.ca.gov) under Statistics and Research.

It shall be mandatory upon the Contractor to whom the Contract is awarded and upon any subcontractor to pay not less than said specified rates to all workers employed by them in the execution of the Contract. A copy of said rates shall be posted at each job site during the course of construction. The Contractor and all subcontractors shall comply with all provisions of the California Labor Code relating to prevailing wage rates, including Sections 1770–1781.

This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Department of Industrial Relations shall monitor and enforce compliance with applicable prevailing wage requirements for this Agreement. The reporting requirements may be found at https://www.dir.ca.gov/Public-Works/Contractors.html. The Contractor is responsible for complying with all requirements of the Department of Industrial Relations, including filing electronic payroll reports.

A contractor or subcontractor will not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. Contractor and its subcontractors shall maintain active registration with the Department of Industrial Relations for the duration of the Project.

A contractor or subcontractor will not be qualified to bid on, be listed in a bid proposal, subject to Section 6109 of the public Contract Code, or engage in the performance of any contract for public work on a public works project if the contractor or subcontractor is ineligible to perform work pursuant to Section 1777.1 or 1777.7 of the Labor Code.

The CITY will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate or the Federal Minimum Wage Rate (whichever is greater) as set forth in the contract. The possibility of wage increases is one of the elements to be considered by the bidder in determining his bid, and will not under any circumstances be considered as the basis of a claim against the CITY on the Contract.

The Contractor and subcontractors shall comply with Section 1777.6 of the Labor Code which stipulates that it shall be unlawful to refuse to accept otherwise qualified employees as registered apprentices on any public works on any basis listed in Government Code Section

Page 1453 of 1571 ends

1774061.2 IB-5 LH 6909-01/2023
12940(a), as those bases are defined in Government Code Sections 12926 and 12926.1, except as provided in Labor Code Section 3077 and Government Code Section 12940.

15. WORKERS’ COMPENSATION CERTIFICATE
Section 3700 of the Labor Code requires that every employer shall secure the payment compensation by either being insured against liability to pay compensation with one or more insurers or by securing a certificate of consent to self-insure from the State Director of Industrial Relations.

In accordance with this section and with Section 1861 of the Labor Code, the Contractor shall sign a Compensation Insurance Certificate which is included with the Contract Agreement, and submit same to CITY along with the other required Contract Documents, prior to performing any work. Reimbursement for this requirement shall be considered as included in the various items of work.

16. CLAYTON ACT AND CARTWRIGHT ACT
In accordance with Section 7103.5 of the Public Contract Code, in entering into a public works contract or a subcontract to supply goods, services or materials pursuant to a public works contract, the Contractor or subcontractor offers and agrees to assign to CITY all rights, and interest in and all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.

Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties.

17. SUBLETTING AND SUBCONTRACTING.

Pursuant to the Subletting and Subcontracting Fair Practices Act (commencing with Section 4100 of the Public Contract Code), bidders are required to list in their proposal the name business address, California contractor license number, and public works contractor registration number issued pursuant to Section 1725.5 of the Labor Code of each subcontractor who will perform work or labor or render services in or about the construction of the work or improvement or a subcontractor who specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the Plans and Specifications in excess of 1/2 of 1% of this prime Contractor's total bid or $10,000, whichever is greater. If a subcontractor’s California contractor license number or public works contractor registration number are submitted incorrectly in the bid, it will not be grounds for filing a bid protest or grounds for considering the bid nonresponsive if the corrected subcontractor’s California contractor license number is submitted to CITY within 24 hours after the bid opening If the bidder fails to list a subcontractor for a portion of work or if the bidder lists more than one subcontractor of the same portion of work in excess of 1/2 of 1% of the total bid or $10,000, whichever is greater, the bidder agrees that it is fully qualified to perform that portion of work itself, and that the bidder shall perform that portion of work itself. If after award of the contract, the bidder actually subcontracts that portion of work, except as provided in Public Contract Code Section 4107 or 4109, the bidder shall be subject to the penalties listed in

Page 1454 of 1571 ends

1774061.2 IB-6 LH 6909-01/2023
Section 4111 of the Public Contract Code. It is the CITY's intent for the Subletting and Subcontracting Fair Practices Act to apply to all phases of the work.

18. SUBSTITUTION OF SECURITIES
In conformance with Public Contract Code Section 22300, which is incorporated herein by this reference, the Contractor may substitute securities for any monies withheld by the CITY to ensure performance under the Contract or, in the alternative, may request payment of retention earned directly to an escrow agent.

At the request and expense of the Contractor, the Contractor has the option to deposit securities, which have been approved by the CITY, with a State or Federally chartered bank as the escrow agent or require the City to deposit 5% of each progress payment with the escrow agent. Said securities will be used as a substitute for retention earnings required to be withheld by the CITY, pursuant to the construction contract. Said securities shall have no obligation to any other construction contract for substitution of securities in lieu of retention.

When the Contractor deposits the CITY approved securities with the escrow agent, the escrow agent shall notify the CITY within 10 calendar days of the deposit. Said securities shall be evaluated quarterly by the escrow agent to verify the current market value. If the current market value of said securities falls below the required amount, the escrow agent shall notify the Contractor and require additional securities and/or cash to be submitted for CITY approval, and be held in the escrow account to meet the Contractor's obligations. The escrow agent shall hold said securities until such time as the escrow agent receives written notification from the CITY that the Contractor has satisfactorily completed his Contract obligations.

The type of securities deposited and the method of release shall be approved by the City Attorney's office.

If the Contractor chooses not to exercise its rights under Public Contract Code Section 22300, the full five percent (5%) retention will be deducted from all payments. The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion, if no stop notices have been filed. The CITY may withhold from release of the final retention amounts authorized under Public Contracts Code Section 7107 and/or 125% of amounts identified in any Stop Notices received by the CITY.

19. BID DOCUMENT/PROPOSAL EDITS
No Proposer shall modify, edit, interlineate or change any portion of the Bid Proposal pages without the Agency’s written issuance of a formal Addenda. Any Proposer that modifies, edits, interlineates or changes the Bid Proposal sheets with unauthorized changes shall be deemed to be a non-responsive Bidder.

Page 1455 of 1571 ends

1774061.2 P-1 LH 6909-01/2023
BIDDER'S NAME:

CITY OF LAGUNA HILLS

PROPOSAL
FOR

VEEH RANCH PARK REHABILITATION
TO CITY OF LAGUNA HILLS, as CITY:

In accordance with CITY's "Notice Inviting Sealed Bids", the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and Contract Documents therefore, and to perform all work in the manner and time prescribed therein.

BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Standard Specifications, Notice Inviting Sealed Bids, Instructions to Bidders, Proposal Documents, General Specifications, Special Provisions and Contract Documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with CITY at the unit and/or lump sum prices set forth in the following Proposal Bid Sheet. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to CITY of the Bid Security accompanying this proposal.

BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Proposal Bid Sheet are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts.

BIDDER agrees and acknowledges that it is aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and that the BIDDER will comply with such provisions of that code before the commencement of any work under this Contract, if awarded.

BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any CITY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the CITY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work; and that this proposal is in all respects fair and without collusion or fraud.

BIDDER certifies that affirmative action has been taken to seek out and consider disadvantaged business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been carefully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder.

Page 1456 of 1571 ends

1774061.2 P-2 LH 6909-01/2023
Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents.

BIDDER'S NAME: DATE: , 20
BIDDER'S ADDRESS: BY:
(Print Name)

(Signature)
PHONE: ( ) TITLE:

Subscribed and sworn to before me BY: __________________________ this day of , 20 (Print Name)

(Signature of Notary Public) (Signature)
(Attach Jurat) TITLE: _______________________
(SEAL)

Page 1457 of 1571 ends

1774061.2 P-3 LH 6909-01/2023

BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:

Bidder's Name:

Business Address:

Email: Telephone:( )
State Contractor's License No. and Class:

Original Date Issued: Expiration Date:

The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal:

The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows:

All current and prior DBA's, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:

Subscribed and sworn to before me BY: __________________________ this day of , 20 (Print Name)

(Signature of Notary Public) (Signature)
TITLE: _______________________
(SEAL)

Page 1458 of 1571 ends

1774061.2 P-4 LH 6909-01/2023
BIDDER'S NAME:

LIST OF SUBCONTRACTORS (4100 PUBLIC CONTRACT CODE)
BIDDER proposes to subcontract certain portions of the work, and to procure materials and equipment from suppliers and vendors in excess of ½ of 1% of the total bid amount or ten thousand dollars ($10,000), whichever is greater as follows (add additional pages as necessary) (Bidder must include all requested information):

Subcontractor Name:

Address:

License No. and Class:

DIR Registration No.:

Phone No.: Email:

Percent of Total Contract:

Specific Scope of Work:

Subcontractor Name:

Address:

License No. and Class:

DIR Registration No.:

Phone No.: Email:

Percent of Total Contract:

Specific Scope of Work:

Subcontractor Name:

Address:

License No. and Class:

DIR Registration No.:

Phone No.: Email:

Percent of Total Contract:

Specific Scope of Work:

Subcontractor Name:

Address:

License No. and Class:

DIR Registration No.:

Phone No.: Email:

Percent of Total Contract:

Specific Scope of Work:

Page 1459 of 1571 ends

1774061.2 P-5 LH 6909-01/2023
BIDDER'S NAME:

REFERENCES
The BIDDER shall provide the names, addresses, phone numbers, and e-mail addresses of three (3) references for which BIDDER has performed similar work within the past three years, with at least two (2) references being public agencies. Failure of the BIDDER to list the required references in the bid proposal, or the subsequent inability of the CITY to verify any provided references, shall result in the BIDDER being deemed non-responsive.

Agency Name:

Address:

Phone No.: Contact:

Description of Work:

Agency Name:

Address:

Phone No.: Contact:

Description of Work:

Agency Name:

Address:

Phone No.: Contact:

Description of Work:

DESIGNATION OF SURETIES
The following are the names, addresses, and phone numbers for all brokers and sureties from whom BIDDER intends to procure insurance and bonds:

Name:

Address:

Phone No.: Contact:

Name:

Address:

Phone No.: Contact:

Name:

Address:

Phone No.: Contact:

Name:

Address:

Phone No.: Contact:

Page 1460 of 1571 ends

1774061.2 P-6 LH 6909-01/2023

CONTRACTOR'S LICENSING STATEMENT
BIDDER certifies that the following is true and correct. The undersigned is licensed in accordance with the laws of the State of California providing for the registration of Contractors.

Contractor's License Number:

DIR Registration No.:

Name of Individual Contractor (Print or type):

Signature of Owner(s):

Business Address:
or
Name of Company:

Business Address:

Officers:

Name: Title:

Name: Title:
or
Name of Corporation:

Business Address:

Corporation organized under the laws of the State of:

Name of President of Corp./ Company Name of Secretary of Corp./ Company Subscribed and sworn to before me BY: __________________________ this day of , 20 (Print Name)

(Signature of Notary Public) (Signature)
TITLE: _______________________
(SEAL)

Page 1461 of 1571 ends

1774061.2 P-7 LH 6909-01/2023
BID BOND (Page 1 of 2) Bond Amount $
Bond Number
BIDDER’S BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, (the “Principal”) has submitted a
bid (the “Bid”) to the City of Laguna Hills, California (the “City”) for construction of the (the “Work”), as specifically set
forth in documents entitled ,
Dated: , 20 (the “Specifications”).

AND WHEREAS, the Principal is required to provide bidder’s security in an amount equal to at least ten percent (10%) of the amount of the Bid and has chosen to satisfy this obligation by providing this bond.

NOW, THEREFORE, we, the Principal, and (the
“Surety”), an admitted surety insurer in the State of California, are held firmly bound unto the City of Laguna Hills in the sum of and /100
DOLLARS ($ ), lawful money of
the United States of America, for the payment of which sum, well and truly be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents, this amount being ten percent (10%) of the total amount of the Bid.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT:

1. If (a) the City accepts the Bid and awards the Principal a contract for the Work, and (b) within the time and manner required under the Specifications or by law, after the prescribed forms are presented to the Principal for signature, the Principal executes a written contract for construction of the Work in accordance with the Bid and delivers the required faithful performance and payment bonds and insurance policies, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

2. The Surety, for value received, hereby stipulates and agrees that the obligation of said Surety and its bond shall be in no way impaired or affected by any extension of the time within (NAME OF BIDDER)
(NAME OF PROJECT AND/OR DESCRIPTION OF WORK)
(TITLE OF BID PACKAGE)
(NAME OF SURETY)

Page 1462 of 1571 ends

1774061.2 P-8 LH 6909-01/2023
BID BOND (Page 2 of 2) Bond Amount $
Bond Number
which the City may accept such Bid; and said Surety does hereby waive notice of any such extension.

3. In the event suit is brought upon this bond by the City and judgment is recovered, as part of the obligation secured hereby and in addition to the face amount specified in this bond, the Surety shall pay all costs incurred by the City in such suit, including reasonable attorneys’ fees to be fixed by the court.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named on the day of , 20 .

PRINCIPAL: SURETY:

(Principal Name) (Seal) (Surety Name) (Seal)
By: By:

(Signature) (Signature)

(Print Name and Title) (Print Name and Title)
By: By:

(Signature) (Signature)
(Print Name and Title) (Print Name and Title)
Principal Address and Telephone: Surety Address and Telephone:

Affix Corporate Seals
Attach Notary Acknowledgments for All Signatures
Attach Power-of-Attorney if Executed by Attorney-in-Fact

Page 1463 of 1571 ends

1774061.2 P-9 LH 6909-01/2023
BIDDER'S NAME:

NON-COLLUSION AFFIDAVIT TO BE EXECUTED

BY BIDDER AND SUBMITTED WITH BID

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss

CITY OF LAGUNA HILLS )
In conformance with Public Contract Code Section 7106, the party making the foregoing bid declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that such bid is genuine and not collusive or sham; that said 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 sham bid.

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.

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 [date], at [city], [state].”
Signed: ______________________

Title
Subscribed and sworn to before me
this day of , 20 .
___________________________________
Signature of Notary Public
(SEAL)

Page 1464 of 1571 ends

1774061.2 P-10 LH 6909-01/2023

CITY OF LAGUNA HILLS

PROPOSAL BASE BID SHEETS
FOR

VEEH RANCH PARK REHABILITATION

PROJECT START-UP
BID ITEMS 1-2:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
1 Mobilization (2% of Base Bid) 1 LS
2 Temporary Construction CL Fence 2,593 LF
SUBTOTAL IN FIGURES:
(PROJECT START-UP) $

DEMOLITION/REMOVAL
BID ITEMS 3-9:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
3 Demolition and Removal of Sand 1,500 SF
4 Demolition and Removal of
Resilient Surfacing 1,630 SF
5 Demolition and Removal of
Existing Park Lighting 7 EA
6 Demolition and Removal of
Existing Park Monument Sign 1 LS
7 Demolition and Removal of
Existing Picnic Tables 2 EA
8 Demolition and Removal of
Existing Benches 3 EA
9 Demolition and Removal of
Existing Waste Receptacles 3 EA
SUBTOTAL IN FIGURES:
(DEMOLITION/REMOVAL) $

ELECTRICAL/LIGHTING/UTILITIES
BID ITEMS 10-11:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
10 Park Security Lighting 7 EA
11 Misc. Electrical (Conduit and
Wiring, Pull Boxes, Distribution,
Etc.)
1 LS

SUBTOTAL IN FIGURES:
(ELECTRICAL/LIGHTING/UTILITIES) $

Page 1465 of 1571 ends

1774061.2 P-11 LH 6909-01/2023

HARDSCAPE
BID ITEM 12:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
12 Resilient Rubberized Surfacing at
Play Area 3,181 SF
SUBTOTAL IN FIGURES:
(HARDSCAPE) $

SITE FURNISHINGS
BID ITEMS 13-18:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
13 Playground Equipment 1 LS
14 Playground Equipment Installation 1 LS
15 Park Monument Signage 1 LS
16 Concrete Picnic Tables (2 ADA / 1
standard) 3 EA
17 Benches 3 EA
18 Waste Receptacles 3 EA
SUBTOTAL IN FIGURES:
(SITE FURNISHINGS) $

TOTAL BASE BID IN FIGURES FOR VEEH RANCH PARK REHABILITATION PROJECT (PROJECT START-UP + DEMOLITION/REMOVAL + ELECTRICAL/LIGHTING/UTILITIES + HARDSCAPE + SITE FURNISHINGS):
$ __________________________

TOTAL BASE BID IN WORDS FOR VEEH RANCH PARK REHABILITATION PROJECT (PROJECT START-UP + DEMOLITION/REMOVAL + ELECTRICAL/LIGHTING/UTILITIES + HARDSCAPE + SITE FURNISHINGS):

DOLLARS
AND CENTS.

NOTE: THE ESTIMATED QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND ARE TO BE USED ONLY AS COMPARISON OF BIDS. AWARD SHALL BE ON THE BASIS OF THE BASE BID ONLY.

PAYMENT FOR QUANTITIES WILL BE MADE FOR ACTUAL MATERIALS USED ON THE JOB.

THE CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ALL OR ANY ITEM FROM THE CONTRACT. IF THERE

IS A CONFLICT BETWEEN THE UNIT PRICE PROVIDED AND TOTAL COST, THE UNIT PRICE SHALL PREVAIL. IF THERE IS A CONFLICT BETWEEN THE “TOTAL BID FIGURES” AND THE “TOTAL BID IN WORDS”, THE “TOTAL BID IN WORDS” SHALL PREVAIL.

Page 1466 of 1571 ends

1774061.2 P-12 LH 6909-01/2023
.CITY OF LAGUNA HILLS

PROPOSAL ADDITIVE BID SHEETS
FOR

VEEH RANCH PARK REHABILITATION

HARDSCAPE
BID ITEM 1:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
AB-1 Concrete Paving 684 SF
SUBTOTAL IN FIGURES:
(HARDSCAPE) $

SITE FURNISHINGS
ADDITIVE BID ITEMS 1-8:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
AB-1 Additive Bid Playground
Equipment with Shade 1 LS
AB-2 Additive Bid Playground
Equipment with Shade Installation 1 LS
AB-3 Concrete Picnic Table 1 EA
AB-4 Benches 6 EA
AB-5 Waste Receptacles 1 EA
AB-6 Drinking Fountain 1 EA
AB-7 Park Monument Signage 1 LS
AB-8 Drinking Fountain 1 EA
SUBTOTAL IN FIGURES:
(SITE FURNISHINGS) $
TOTAL ADDITIVE BID IN FIGURES (DEMOLITION/REMOVAL + ELECTRICAL/LIGHTING + SITE FURNISHINGS):
$ __________________________
TOTAL ADDITIVE BID IN WORDS DEMOLITION/REMOVAL + ELECTRICAL/LIGHTING + SITE FURNISHINGS):

DOLLARS
AND CENTS.

NOTE: THE ESTIMATED QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND ARE TO BE USED ONLY AS COMPARISON OF BIDS. AWARD SHALL BE ON THE BASIS OF THE BASE BID ONLY.

Page 1467 of 1571 ends

1774061.2 P-13 LH 6909-01/2023
PAYMENT FOR QUANTITIES WILL BE MADE FOR ACTUAL MATERIALS USED ON THE JOB.

THE CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ALL OR ANY ITEM FROM THE CONTRACT. IF THERE

Page 1468 of 1571 ends

1774061.2 P-14 LH 6909-01/2023

CITY OF LAGUNA HILLS

PROPOSAL BASE & ADDITIVE BID SHEETS
FOR

VEEH RANCH PARK REHABILITATION PROJECT

PROPOSAL
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all forenamed principals this day of , 20 .

BIDDER
Subscribed and sworn to before me BY: __________________________ this day of , 20 (Print Name)

(Signature of Notary Public) (Signature)
(Attach Jurat) TITLE: _______________________
(SEAL)
CITY acknowledges that this proposal was received and opened at the time and in the place specified, and that it was accompanied by the required guarantee in the minimum amount of ten percent (10%) of the total bid.

By:

Title:

Page 1469 of 1571 ends

1774061.2 P-15 LH 6909-01/2023
BIDDER'S NAME:

BIDDER’S CERTIFICATION FOR

ACKNOWLEDGEMENT OF COMPLIANCE WITH INSURANCE

REQUIREMENTS FOR PUBLIC WORKS CONSTRUCTION

CITY OF LAGUNA HILLS
BIDDER agrees, acknowledges and is fully aware of the insurance requirements as specified in the INSTRUCTIONS TO BIDDERS FOR VEEH RANCH PARK REHABILITATION PROJECT

AND IN THE SPECIAL PROVISIONS FOR VEEH RANCH PARK REHABILITATION PROJECT and accepts all conditions and requirements contained therein.

Bidder

By Date
***** SUBMIT THIS EXECUTED FORM WITH THE BID

Page 1470 of 1571 ends

1774061.2 CA-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

CONTRACT AGREEMENT
FOR

VEEH RANCH PARK REHABILITATION PROJECT
THIS CONTRACT AGREEMENT (hereinafter “Agreement” or “Contract” or “Contract Agreement”) is made and entered into for the above stated Project this day of , 20 , BY AND BETWEEN THE CITY OF LAGUNA HILLS, as CITY, and , as CONTRACTOR.

WITNESSETH that CITY and CONTRACTOR have mutually agreed as follows:

ARTICLE I
The contract documents for the aforesaid Project shall consist of the Notice Inviting Sealed Bids, Instructions to Bidders, Proposal Documents, Contract Documents, General Specifications, Standard Specifications, Special Provisions, Plans, and all referenced specifications, details, standard drawings, and all appendices attached hereto, together with this Contract Agreement and all required bonds, insurance coverage, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements clarifying, amending, or extending the work contemplated as may be required to ensure its completion in an acceptable manner (hereinafter collectively the “Contract Documents”). All of the provisions of said Contract Documents are attached hereto and are incorporated by reference herein and made a part of this Contract Agreement as though fully set forth herein.

ARTICLE II
For and in consideration of the payments and agreements to be made and performed by CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the above stated project, and to fulfill all other obligations as set forth in the aforesaid Contract Documents.

ARTICLE III
CONTRACTOR agrees to receive and accept the prices set forth in the Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid Contract Documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. Notwithstanding any provisions of this Agreement to the contrary, CITY and CONTRACTOR mutually agree that CITY’s maximum cumulative payment obligation hereunder (including CONTRACTOR’s profit) shall be Dollars ($0.00), which shall include all amounts payable to CONTRACTOR for its subcontracts, leases, materials and costs arising from, or due to termination of, this Agreement.

ARTICLE IV
CITY hereby promises and agrees to employ, and does hereby employ, CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to the terms and conditions

Page 1471 of 1571 ends

1774061.2 CA-2 LH 6909-01/2023
herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the Contract Documents.

ARTICLE V
CONTRACTOR acknowledges the provisions of the Labor Code requiring every employer to be insured against liability for workers’ compensation, or to undertake self-insurance in accordance with the provisions of that code, and certifies compliance with such provisions.

ARTICLE VI
CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein.

ARTICLE VII
CONTRACTOR hereby represents and warrants that it will comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C. Section 1101, et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should CONTRACTOR so employ such unauthorized aliens for the performance of any work and/or services under this Agreement, and should any liability or sanctions be imposed against CITY for such use of unauthorized aliens, CONTRACTOR hereby agrees to reimburse CITY for any and all liabilities, actions, suits, claims, demands, losses, costs, judgments, arbitration awards, settlements, damages, demands, orders, or penalties which arise out of or are related to such employment, together with any and all costs, including attorneys' fees, incurred by CITY.

ARTICLE VIII
To the fullest extent permitted by law, CONTRACTOR shall defend (at CONTRACTOR's sole cost and expense), indemnify, protect, and hold harmless CITY, its elected and appointed officials, officers, employees, agents, and volunteers (collectively the “Indemnified Parties”), from and against any and all liabilities, actions, suits, claims, demands, losses, costs, judgments, arbitration awards, settlements, damages, demands, orders, penalties, and expenses including legal costs and attorney fees (collectively “Claims”), including but not limited to Claims arising from injuries to or death of persons (CONTRACTOR’s employees included), or for damage to property, including property owned by CITY, which Claims arise out of, pertain to, or are related to CONTRACTOR's performance under the Agreement. Under no circumstances shall the insurance requirements and limits set forth in this Agreement be construed to limit CONTRACTOR's indemnification obligation or other liability hereunder. Notwithstanding the foregoing, such obligation to defend, hold harmless, and indemnify the CITY, its elected and appointed officials, officers, employees, agents, and volunteers, shall not apply to such claims or liabilities arising from the sole or active negligence or willful misconduct of CITY.

ARTICLE IX
CONTRACTOR shall be familiar with, observe, and comply at all times during the term of this Agreement with any work rules for contractors as may be established and promulgated by the City Manager, which work rules shall be additional terms and conditions for providing the work and services to the CITY pursuant to this Agreement, as may be updated and/or amended from time to time at the sole discretion of the City Manager. [SIGNATURES ON NEXT PAGE]

Page 1472 of 1571 ends

1774061.2 CA-3 LH 6909-01/2023

CONTRACT AGREEMENT
IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first written.

CITY: CONTRACTOR:
___________________________________ ___________________________________

DON CASKEY, MAYOR (CORPORATION (NAME - TYPE))

CITY OF LAGUNA HILLS
BY: ________________________________
(PRINT)
ATTEST: ___________________________________
(SIGNATURE)
___________________________________ _________________________________

KAREN HAMMAN, INTERIM CITY CLERK (TITLE)

CITY OF LAGUNA HILLS
BY: _______________________________
(PRINT)
___________________________________ ___________________________________

COLIN BURNS, CITY ATTORNEY (SIGNATURE)

CITY OF LAGUNA HILLS
_________________________________
(TITLE)
NOTE: SIGNATURES OF CORPORATE OFFICIALS MUST BE NOTARIZED, ATTACH JURAT.

Page 1473 of 1571 ends

1774061.2 CA-4 LH 6909-01/2023
(Page 1 of 2) Bond Amount $
Bond Number

FAITHFUL PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, on , the City of Laguna Hills, California (“City”) awarded a public works contract (the “Contract”), delineated as Contract No. , for the , as
specified in the Contract , to , a
hereby designated as the “Principal”,
which Contract is attached hereto, and which Contract and all documents incporated thereinby reference are expressly incorporated into this bond by reference.

AND WHEREAS, the Principal is required under the terms of the Contract to furnish a bond for the faithful performance of the Contract.

NOW, THEREFORE, we, the Principal, and (the
“Surety”), an admitted surety insurer in the State of California, are held firmly bound unto the City of Laguna Hills in the sum of and /100
DOLLARS ($ ), lawful money of the United States of America, for the payment of which sum, well and truly be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT:

1. If the Principal, its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly do and perform all of the covenants and obligations of the Contract, including the provisions for liquidated damages in said Contract, and including any and all amendments, supplements, and alterations made to the Contract as provided therein, on the Principal’s part to be done and performed at the times and in the manner specified in the Contract, and shall indemnify and save harmless the City, its officers and agents as specified in the Contract, then this obligation shall be null and void, otherwise it shall be and remain in full force and effect;

2. In the event the Principal fails to fully perform all requirements in accordance with the terms and conditions of the Contract, then the Surety shall enforce performance by the Principal or shall pay the City for the same in an amount not exceeding the amount specified in this bond.3. In the event suit is brought upon this bond by the City and judgment is recovered, as part of the obligation secured hereby and in addition to the face amount specified in this bond, the
(DATE OF AWARD)
(NAME OF PROJECT AND/OR DESCRIPTION OF WORK)
(NAME OF CONTRACTOR)
(NAME OF SURETY)
(CONTRACTOR ENTITY TYPE i.e., INC, LLC, ETC)

Page 1474 of 1571 ends

1774061.2 CA-5 LH 6909-01/2023

FAITHFUL PERFORMANCE BOND
(PAGE 2 OF 2)
Surety shall pay all costs incurred by the City in such suit, including reasonable attorneys’ fees to be fixed by the court.

4. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations, additions, omissions or other modifications to the terms of the Contract, or in the work to be performed or the material to be furnished under the Contract, or in the specifications or plans, whether or not made pursuant to the terms of the Contract, shall in any manner release either the Principal or Surety or affect the Surety’s obligations on this bond, and it does hereby waive notice of any such changes, extensions, alterations, additions, omissions or other modifications.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named on the day of , 20 .

PRINCIPAL: SURETY:

(Principal Name) (Seal) (Surety Name) (Seal)
By: By:
(Signature) (Signature)

(Print Name and Title) (Print Name and Title)
By: By:

(Signature) (Signature)
(Print Name and Title) (Print Name and Title)
Principal Address and Telephone: Surety Address and Telephone:

Affix Corporate Seals
Attach Notary Acknowledgments for All Signatures
Attach Power-of-Attorney if Executed by Attorney-in-Fact

Page 1475 of 1571 ends

1774061.2 CA-6 LH 6909-01/2023
(PAGE 1 OF 2)

PAYMENT (LABOR AND MATERIAL) BOND
KNOW ALL PERSONS BY THESE PRESENTS:

AND WHEREAS, the Principal is required under the terms of the Contract to give this bond in connection with the execution of the Contract.

NOW, THEREFORE, we, the Principal, and (the
“Surety”), an admitted surety insurer in the State of California, are held firmly bound unto the City of Laguna Hills in the sum of and /100
DOLLARS ($ ), lawful money of the United States of America, for the payment of which sum, well and truly be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT:

1. If the Principal, or its subcontractors, or their respective heirs, executors, administrators, successors or assigns, shall fail to pay (a) any of the persons named in Section 9100 of the California Civil Code, (b) any amounts due under the California Unemployment Insurance Code with respect to work or labor performed under the Contract, or (c) any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Principal and its subcontractors pursuant to Section 13020 of the California Unemployment Insurance Code with respect to such work or labor, then the Surety shall pay for the same, in an aggregate amount not exceeding the sum specified in this bond. In case suit is brought upon this bond, the Surety will pay reasonable attorney’s fees to be fixed by the court.

2. This bond shall inure to the benefit of any of the persons named in Section 9100 of the California Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.
(DATE OF AWARD)
(NAME OF PROJECT AND/OR DESCRIPTION OF WORK)
(NAME OF CONTRACTOR)
(NAME OF SURETY)
(CONTRACTOR ENTITY TYPE i.e., INC, LLC, ETC)

Page 1476 of 1571 ends

1774061.2 CA-7 LH 6909-01/2023

PAYMENT (LABOR AND MATERIAL) BOND
(PAGE 2 OF 2)

3. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations, additions, omissions or other modifications to the terms of the Contract, or in the work to be performed or the material to be furnished under the Contract, or in the specifications or plans, whether or not made pursuant to the terms of the Contract, shall in any manner release either the Principal or Surety or affect the Surety’s obligations on this bond, and it does hereby waive notice of any such changes, extensions, alterations, additions, omissions or other modifications.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named on the day of , 20 .

PRINCIPAL: SURETY:

(Principal Name) (Seal) (Surety Name) (Seal)
By: By:
(Signature) (Signature)

(Print Name and Title) (Print Name and Title)
By: By:

(Signature) (Signature)
(Print Name and Title) (Print Name and Title)
Principal Address and Telephone: Surety Address and Telephone:

Affix Corporate Seals
Attach Notary Acknowledgments for All Signatures
Attach Power-of-Attorney if Executed by Attorney-in-Fact

Page 1477 of 1571 ends

1774061.2 CA-8 LH 6909-01/2023

COMPENSATION INSURANCE CERTIFICATE
Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate and shall submit same to the City prior to performing any work on the contract:
“I am aware of the provisions of Section 3700 of the Labor Code which requires 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 work of this contract.”

Contractor
By:
(PRINT)

(SIGNATURE)

Title

Date
Section 3700 of the Labor Code reads as follows:
"Every employer except the State shall secure the payment of compensation in one or more of the following ways:
"(a) By being insured against liability to pay compensation in one or more insurers duly authorized to write compensation insurance in this state. (b) By securing from the Director of Industrial Relations a certificate of consent to self-insure, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his employee."

COMPENSATION INSURANCE CERTIFICATE

TO BE SUBMITTED WITH CONTRACT

Page 1478 of 1571 ends

1774061.2 GS-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

GENERAL SPECIFICATIONS
FOR

VEEH RANCH PARK REHABILITATION PROJECT

SCOPE OF WORK
The work to be performed and completed by Contractor consists of play equipment and safety surfacing installation, site furnishing replacement and installation, park monument sign installation, concrete flatwork installation, landscape and irrigation installation and all other incidental work in this specification document.

LOCATION OF WORK
The Project is located at Veeh Ranch Park, Santa Vittorio Drive between Camino Jalisco and Bassano, and

TIME OF COMPLETION
The Contractor shall complete all work in every detail within 60 working days after the date of the Notice to Proceed.

TRAFFIC REQUIREMENTS
The Contractor shall provide delineation in accordance with the latest updated version of the California Manual on Uniform Traffic Control Devices (MUTCD). The Contractor shall schedule the order of his work such that no travel lanes are closed before 8:30 A.M. or after 4:30 P.M. daily.

A minimum of one through travel lane and all turning lanes in all directions shall be maintained during construction between 8:30 A.M. and 4:30 P.M. The same number of travel lanes currently in use (at the time of bid) shall be opened to traffic each and every day between 4:30 P.M. and 8:30 A.M. No work that interferes with public traffic shall be performed after 4:30 P.M. or before 8:30 A.M. No street closures shall be made. The traffic signal and traffic signal detectors shall remain operational during the construction until their replacement is scheduled within 5 days of disruption. Night work shall only be allowed with approved, written approval by the City Engineer, at the contractor’s request, and shall be completed at no additional cost if approved.

Separation between travel lanes shall be accomplished by the use of delineators placed at a maximum of 15' on center. Traffic channelization at intersections shall be accomplished by the use of delineators placed at a maximum of 10' on center.

UTILITY REQUIREMENTS
The Contractor is advised of the existence of the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the precise locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the Underground Service Alert by calling 1(800) 422-4133. Contractor shall provide the City with proof of contact with USA upon request.

The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below can be contacted as indicated.

Page 1479 of 1571 ends

1774061.2 GS-2 LH 6909-01/2023
NAME ADDRESS ATTENTION Phone
Number
AT&T 3939 E. Coronado St.

Anaheim, CA 92807
Robert Fleisher 714/618-9129
OCTA 550 S. Main Street
Orange, CA 92613-1584
Kyle Poff 714/560-5816
Southern California
Edison
14155 Bake Parkway
Irvine, CA 92718
Chris Schafer 949/458-4413
El Toro Water District 24251 Los Alisos Blvd.

Lake Forest, CA 92630
Rory Harnsich 949/837-7050
Ext. 251
So Cal Gas Company 1919 South State College
Anaheim, CA 92806
Fernando Rojo 213/231-8050
Gas Company Southern
Region Transmission
P. O. Box 1100
Chatsworth, CA 91313
Rosalyn
Squires
818/701-4546
CR&R P.O. Box 1100
San Juan Capistrano, CA 92693-1100
Angela Rivera 714/902-1781
Saddleback Unified
School District
25631 Diseno Drive
Mission Viejo, CA 92691
Julie Tsang 949/580-3450
Moulton Niguel Water
District
27500 La Paz Road
Laguna Niguel, CA 92677
Steve Merk 949/425-3538
Cox Communications 27121 Towne Centre Drive
Foothill Ranch, CA 92610
Reynaldo
Castro
949/563-8889
San Diego Gas & Electric 662 Camino de los Mares
San Clemente, CA 92673
Erik Weigand 949/577-0005
The California Public Utilities Commission mandates that, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition.

The Contractor shall notify the Southern California Gas Company (714) 634-3185 at least 2 working days prior to the start of construction.

The Contractor shall exercise extreme care to protect all existing utilities in place whether shown on the plans or not, and shall assume full responsibility for all damage resulting from his operations. The Contractor shall coordinate with each utility company as to the requirements and methods for protection of their facilities during the construction period, and shall be responsible for preparation and processing of any required plans or permits. The Contractor shall assume full responsibility to maintain uninterrupted service for all utilities.

By submitting a bid, the Contractor acknowledges the above referenced utility work to be done in conjunction with this Project. The Contractor shall schedule his work and conduct his operations so as to permit access and time for the required utility work to be accomplished during the progress of the work.

The Contractor shall coordinate with each utility company as to the extent of required work and the time required to do so. The Contractor shall include this time in his schedule. Payment for the above, if any, shall be deemed as included in the items of work as shown on the proposal bid sheet and no additional compensation will be allowed.

FLOW AND ACCEPTANCE OF WATER

Page 1480 of 1571 ends

1774061.2 GS-3 LH 6909-01/2023
It is anticipated that storm, surface or other waters will be encountered at various times and locations during the work herein contemplated. The Contractor, by submitting a bid, acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly, and Contractor, by submitting a bid, assumes all of said risk.

REMOVAL OF WATER
The Contractor shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete footing or floor shall be laid in water nor shall water be allowed to rise over them until the concrete or mortar has set at least two (2) hours. Water shall not be allowed to rise unequally against any walls for a period of twenty-eight (28) days. Dewatering for the structures and pipelines shall commence when ground water is first encountered, and shall be continuous until such time as water can be allowed to rise in accordance with the above statement. Dewatering shall be accomplished by well points or some other method which will insure a dry hold and preservation of final lines and grade of the bottoms of excavation, all subject to the approval of the City Engineer.

Dewatering methods and disposal of water from dewatering operations shall be the sole responsibility of the Contractor and shall conform to the requirements of the State Regional Water Quality Control Board, the requirements of the National Pollution Discharge Elimination System (NPDES), and the Federal Clean Water Act. Full compensation for dewatering shall be considered as included in the contract prices paid for the related items of work, and no additional compensation will be allowed therefore.

STANDARD SPECIFICATIONS
The Standard Specifications of the City are contained in the 2024 edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, also known as the “Greenbook”, including all supplements, as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California, which is incorporated herein by this reference. Copies of these Standard Specifications are available from the publisher:

BNi Building News
Division of BNi Publications, Inc.
990 Park Center Drive, Suite E
Vista, California 92801
(760) 734-1113
The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, General Specifications, Special Provisions, or other Contract Documents.

The section numbers of the following Special Provisions coincide with those of the said Standard Specifications. Only those sections requiring amendment, elaboration, addition, or that are specifying options are stated in the Special Provisions.

In case of conflict between the Standard Specifications and the General Specifications or Special Provisions, the General Specifications and Special Provisions shall take precedence over and be used in lieu of such conflicting portions of the Standard Specifications.

Page 1481 of 1571 ends

1774061.2 GS-4 LH 6909-01/2023
References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the latest edition of the Standard Specifications of the State of California, Department of Transportation. Copies of these specifications and standard drawings may be obtained from:

California Department of Transportation
Publications Distribution Unit
1900 Royal Oaks Drive
Sacramento, California 95815-3800
Telephone (916) 263-0822
Fax (916) 263-0470
References in the Special Provisions to Standard Plans shall mean the Standard Plans for Public Works Construction, latest edition (written and promulgated by the Public Works Standards, Inc.), and, where applicable and as determined and selected by the City Engineer, those specific standard plans of the City of Laguna Hills, the County of Orange and/or the State Department of Transportation, latest editions.

Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place and that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment and incidentals, and do all the work involved in executing the contract.

WAGE RATES AND LABOR CODE REQUIREMENTS
The City has determined that the work on this Project requires work of labor categories which are subject to the State of California Department of Industrial Relations prevailing rates of per diem wages.

Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. Contractor agrees to fully comply with all applicable federal and state labor laws (including, without limitation, if applicable, the Prevailing Wage Laws). It is agreed by the parties that, in connection with the work provided pursuant to the Agreement, Contractor shall bear all risks of payment or non-payment of prevailing wages under California law, and Contractor hereby agrees to defend, indemnify, and hold the City, its elected officials, officers, employees, and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. The foregoing indemnity shall survive termination of the Agreement.

Contractor understands and agrees to comply with the following California Labor Code compliance conditions [Labor Code Sections 1720 et seq., 1813, 1860, 1861, 3700]:
a) The Agreement is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding public agency (“City”) and Contractor agree to be bound by all the provisions thereof as though set forth in full herein.
b) Contractor shall be registered with the Department of Industrial Relations (“DIR”) in accordance with California Labor Code Section 1725.5 and has provided proof of registration to City prior to the effective date of this Agreement.

Page 1482 of 1571 ends

1774061.2 GS-5 LH 6909-01/2023
c) Contractor agrees to comply with the provisions of California Labor Code Sections 1771, 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The applicable prevailing wage determination(s) may be obtained at (http://www.dir.ca.qov/OPRUDPreWaqeDetermination.htm), are on file with City, and are available to any interested party upon request. A copy of said rates shall be posted at each job site during the term of this Agreement.
d) Pursuant to California Labor Code Section 1771.4, Contractor’s services are subject to compliance monitoring and enforcement by the Department of Industrial Relations. Contractor shall post job site notices as prescribed by DIR regulations and furnish the records specified in California Labor Code Section 1776 directly to the Labor Commissioner in the manner prescribed by California Labor Code Section 1771.4(a)(3) and (c)(2). e) Eight (8) hours of labor shall constitute a legal day’s work for all workmen employed in the execution of this Agreement, and the Contractor and any subcontractor shall comply with and be governed by the laws of the State of California having to do with working hours set forth in Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code. Contractor shall comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the execution of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code. (See, e.g., Cal. Labor Code §1815.)
f) Pursuant to California Labor Code Section 1771.1, Contractor and any subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the California Public Contract Code, or engage in the performance of any contract for public work on a public works project unless registered with the DIR and qualified to perform public work pursuant to California Labor Code Section 1725.2. It is not a violation of California Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by California Business and Professions Code Section 7029.1 or by California Public Contract Code Section 10164 or 20103.5, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. Contractor shall not perform any work under this Agreement with any subcontractor who is ineligible to perform work on the public works project pursuant to Section 1777.1 or 1777.7 of the California Labor Code.

Apprentices
Section 1777.5 requires the Contractor or Subcontractor employing tradesmen in any apprenticeable occupation to apply to an applicable apprenticeship committee that can supply apprentices to the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen to be used in the performance of the Contract.

The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeable trade and if other Contractors on the public works site are making such contributions.

Information relative to apprenticeship standards, contributions, wage schedules and other requirements may be obtained from the State Director of Industrial Relations or from the Division of Apprenticeship Standards.

Page 1483 of 1571 ends

1774061.2 GS-6 LH 6909-01/2023

RESOLUTION OF CONSTRUCTION CLAIMS
California Public Contract Code (PCC) section 9204 as adopted by Assembly Bill 626 prescribes a process to present, confer, and mediate all construction claims relating to the City’s public works project.
“Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or another public improvement of any kind. “Claim” means a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested for (A) a time extension, including, without limitation for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or the amount the payment of which is disputed by the local agency. (PCC 9204(c)(1)) For any claim subject to this article, PCC section 9204 requires the following:
a) The claim shall be submitted by the Contractor in writing, sent by registered mail or certified mail with return receipt requested and must include the documents necessary to substantiate the claim. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. However, upon receipt of a claim, the City, and the Contractor may, by mutual agreement, extend the time period provided by statute.
b) For claims of all amounts, the City shall respond within 45 days of receipt of the claim, and provide the claimant a written statement identifying which portion of the claim is disputed and which portion of the claim is undisputed. If the City requires approval from the City Council, and the City Council does not meet within the 45-day period to respond, the City shall have up to three days to issue its response following the City Council meeting. c) For all portions of a claim determined to be undisputed, the City must process payment to the claimant within 60 days of issuing the City’s written determination. d) If the claimant disputes the City’s response, or if the City fails to respond within the time limits provided, the claimant may demand an informal conference to meet and confer for settlement of the issues in dispute. The demand must be sent in writing by registered or certified mail, return receipt requested. Upon receipt of a demand, the City must schedule a meet and confer conference within 30 days for settlement of the disputed claim. e) Within 10 business days following the conclusion of the meet and confer conference, if any portion of the claim remains in dispute, the City shall provide the claimant an addition written statement identifying the portion of the claim that is undisputed and the portion that remains in dispute.
f) For all portions of a claim determined to be undisputed, the City must process payment to the claimant within 60 days of issuing the City’s written determination. g) Any remaining undisputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation in which the parties share the cost evenly. The City and the claimant shall mutually agree on a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree, each party shall select a mediator and those mediators shall jointly select a qualified, neutral third party to mediate the remaining undisputed claim. Each party shall bear the respective costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is

Page 1484 of 1571 ends

1774061.2 GS-7 LH 6909-01/2023
unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside of PCC section 9204.

Unless otherwise agreed to by the City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under PCC Section 20104.4 to mediate after litigation has been commenced.

PCC Section 9204 does not preclude the City from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program if mediation under this section does not resolve the parties’ dispute.

Should the City fail to respond to a claim, or fail to issue written statements as required, the Contractor’s claim is deemed denied. A claim denied by reason of the City’s failure to respond shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.

Amounts not paid in a timely manner as required by PCC 9204 shall bear interest at seven percent per annum.

NOTICE OF THIRD-PARTY CLAIMS
In accordance with PCC Section 9201, the City will provide timely notification to Contractor of the receipt of any third-party claim relating to the Agreement. The Contractor agrees to reimburse the City for its reasonable costs incurred in providing such notice.

CLAYTON ACT AND CARTWRIGHT ACT
In accordance with Section 7103.5 of the Public Contract Code, in entering into a public works contract or a subcontract to supply goods, services or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, and interest in and all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties.

Page 1485 of 1571 ends

1774061.2 SP-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

SPECIAL PROVISIONS
FOR

VEEH RANCH PARK REHABILITATION PROJECT
PART 1 - GENERAL PROVISIONS
SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS. 1-2 DEFINITIONS.

City City of Laguna Hills
Board City Council
Caltrans California Department of Transportation
County County of Orange
Engineer City Engineer
Federal United States of America
State State of California
Contractor Contractor, its workers, employees and agents Project VEEH RANCH PARK REHABILITATION
1-3 ABBREVIATIONS.
1-3.2 Common Usage. [Add the following to this section]:

MUTCD Manual of Uniform Traffic Control Devices, including the California Supplement
OCPW Orange County Public Works Department
SPPWC Standard Plans for Public Works Construction
SSPWC Standard Specifications for Public Works Construction FHWA Federal Highway Administration
HUD Housing and Urban Development
1-7 AWARD AND EXECUTION OF CONTRACT.

Within three (3) days of bid opening contractor must submit:
 If a bid bond is submitted with a 10% of Bid designation for the amount as noted in the City Approved Bid Bond form, a revised Bid Bond with numerical dollar values, both in words and with digits, shall be submitted to the City within three (3) days of bid opening.

Within five (5) working days after the date of the Notice of Apparent Low Bidder, the Contractor shall execute and return the following documents to the City:
 All Insurance Requirements set forth herein
 Two (2) Original Signed Contract Agreements
Within ten (10) working days after the date of the Notice of Award, the Contractor shall execute and return the following documents to the City:

Page 1486 of 1571 ends

1774061.2 SP-2 LH 6909-01/2023
• Faithful Performance Bond
• Material and Labor Bond
• Construction Schedule
• Traffic Control Plan
• Water Pollution Control Plan
• Form W-9
• Encroachment Permit Application
• Construction Materials Submittals

FAILURE TO COMPLY WITH ALL OF THE ABOVE WILL RESULT IN ANNULMENT OF THE

AWARD AND FORFEITURE OF THE PROPOSAL GUARANTEE AT THE SOLE DISCRETION OF City.

The Contract Agreement shall not be considered binding upon the City until executed by the authorized City officials. A corporation to which an award is made may be required, before the Contract Agreement is executed by the City, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the officers signing the Contract and bonds for the corporation have the authority to do so. 1-7.2 Contract Bonds. [Replace section with the following]:

Both the Faithful Performance Bond and the Material and Labor Bond shall each be for not less than one hundred percent (100%) of the total Contract amount. The Material and Labor Bond shall remain in force until thirty-five (35) days after the date of recordation of the Notice of Completion. The Faithful Performance Bond will be held for one year after the date of recordation of the Notice of Completion.

Prior to the acceptance of any bond, the City shall verify that the surety is an admitted surety in the State of California. If requested by the City, the Contractor shall provide other information specified in the Code of Civil Procedure Section 995.660 to enable the City to verify the sufficiency of the bond.

Should any bond become insufficient, the Contractor shall correct the insufficiency within ten (10) calendar days after receiving notice from the City. The Contractor shall provide the City with evidence of the correction within ten (10) calendar days of said correction. Should any surety at any time be unsatisfactory to the City, written notice will be given to the Contractor to that effect.

No further payments shall be deemed due or will be payable under the Contract until Contractor submits an acceptable bond from a surety accepted by the City. Changes to the work or extensions of time made pursuant to the Contract Agreement shall in no way release the Contractor or the surety from its obligations. Notice of such changes or extensions shall be waived by the surety.

SECTION 2 – SCOPE OF WORK.
2-1.1 PLANS AND SPECIFICATIONS [Add the following to this section]:

The Contractor shall maintain a control set of Plans and Specifications on the Project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as-constructed conditions.

Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement has been met. 2-2 PERMITS. [Add the following to this section]:

Page 1487 of 1571 ends

1774061.2 SP-3 LH 6909-01/2023
Prior to the start of any work, the Contractor shall take out the applicable City and State permits and make arrangements for City and State inspections. Requests for inspections shall be made to the City at least 24 hours in advance of need. The Contractor and all subcontractors shall each obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or public utility. Payment for this work shall be included in the bid items of work and no additional compensation will be allowed. The City will waive the usual City encroachment permit fees.

Further, Contractor shall ensure that its employees, agents, contractors, and subcontractors conduct themselves in compliance with such laws and licensure requirements including, without limitation, compliance with laws applicable to nondiscrimination, sexual harassment, and ethical behavior throughout the duration of the Contract. Contractor shall not retain or employ an unlicensed subcontractor to perform work pursuant to this Contract. Contractor shall notify the City immediately and in writing of its employees’, agents’, contractors’ or subcontractors’ inability to obtain or maintain, irrespective of the pendency of any appeal, any such licenses, permits, approvals, certificate, waivers, and exemptions that may be required. Such inability shall be cause for termination of this Contract
2-3 RIGHT-OF-WAY. [Add the following to this section]:

The City will acquire all rights of way, easements and rights of entry as required for this Project.

The Contractor shall verify that the acquisition(s) is completed prior to beginning any work outside of the public right of way. All cost for re-mobilization, downtime, etc. due to delays in obtaining the required rights of way, easements and rights of entry shall be included in all other items of work and no additional compensation will be allowed. In the event the required easements have not yet been acquired by the City, the Contractor shall conduct its operation so as to confine its work to the limits of the existing right-of-way.
2-4 COOPERATION AND COLLATERAL WORK. [Add the following]:

The Contractor is advised as to the possibility of other construction projects within the proposed construction zone by the City of Laguna Hills, other governing agencies or private enterprises. In the event of such projects, the Contractor shall coordinate with the applicable parties as to the extent of any time required to complete their work and shall schedule his work and conduct his operations so as to permit access and time as required for the concurrent work. The Contractor shall immediately notify the Engineer in the event of a delay in scheduling caused solely by this concurrent work. Payment for the above, if any, shall be deemed as included in various items of work, including any delay impacts, as shown on the proposal bid sheet and no additional compensation will be allowed.
2-8 EXTRA WORK.
2-8.2 Payment.
2-8.3 Markup.
(a) Work by Contractor. [Add the following to this section]: The following percentages shall be the maximum added to the Contractor's costs and shall constitute the markup for all overhead and profits:
1) Labor 20%
2) Materials 15%

Page 1488 of 1571 ends

1774061.2 SP-4 LH 6909-01/2023
3) Equipment Rental 15%
4) Other Items and Expenditures 15%
To the sum of the costs and markups provided for in this subsection, 1 percent shall be added as compensation for bonding.
(b) Work by Subcontractor. [Add the following to this section]: When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of five (5) percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order and pickup or yard trucks used by the above personnel. These costs shall be reported as labor or equipment elsewhere except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed.

The costs of rental equipment shall not exceed the equipment rental rates in the surcharge and Equipment Rental Rates, as published by the State of California Business, Transportation, and Housing Agency and the California Department of Transportation, Division of Construction for the current fiscal year.
2-10 DISPUTED WORK. [Add the following to this section]:

If the Contractor and the City are unable to reach an agreement on disputed work, the City may direct the Contractor to proceed as directed. The City shall have the option, at its own discretion, to pay for said work through unilateral change order executed by the City after conducting its own analysis of the reasonable costs thereof. Although not to be construed as proceeding under extra work provisions in Section 3-3, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3.

In any case where the Contractor believes extra compensation is due the Contractor for work or materials not clearly covered in the Contract, or not ordered by the City as “extra work”, the Contractor shall notify the City in writing of the Contractor's intention to make claim for such extra compensation before the Contractor begins the work on which Contractor bases the claim. If such notification is not given, or the City is not afforded proper supporting documentation by the Contractor for keeping strict account of actual cost, then the Contractor shall be deemed to have waived the claims for such extra compensation. Such notice by the Contractor, and the fact that the City has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim. The validity of the claim must be determined by the City. If the City determines that the claim is well founded, it shall be allowed and paid for as “extra work”; if the City determines that the claim is not well founded, it shall be disallowed and not paid.

SECTION 3 – CONTROL OF THE WORK.
3-10 SURVEYING.
3-10.3 Survey Services. [Add sub-section]:

Page 1489 of 1571 ends

1774061.2 SP-5 LH 6909-01/2023
The Contractor will provide the initial surveying and the initial construction staking, if required for the construction of this Project. The cost of any additional surveying and/or construction staking primarily for the convenience of the Contractor and for replacement of stakes lost for any reason will be the responsibility of the Contractor. The Contractor shall make all requests in writing for construction stakes at least 48 hours in advance of the day required.

The Contractor shall be responsible for the finished work's conforming to the lines, grades and benchmarks given by the Engineer. The Contractor shall establish supplementary benchmarks, elevations, lines and grades and any other necessary controls which are not established by the Engineer and which are necessary to complete the work. Compensation for above work by the Contractor shall be included within the various items of work and no additional compensation will be allowed.

SECTION 4 - CONTROL OF MATERIALS
4-3 INSPECTIONS.
4-3.1 General. [Add the following to this section]:

The City will pay for inspection and materials testing. The Contractor shall pay for retests and reinspections due to failure to meet Specifications. If the Contractor elects to work under this Contract more than 8 hours/day or more than 40 hours/week, Saturday, Sunday, or City holidays, it shall arrange with the Engineer for the required inspection service and pay the Special Inspection Fees as provided by the Material Inspector and City Engineer. When Special Inspection is required, the Contractor shall notify the City and pay inspection fees 24 hours in advance. A 24 hour advance notice will be given during working hours, exclusive of Saturday, Sunday or City holidays for the purpose of permitting the Engineer to make necessary assignments of his representatives. If the Contractor is directed by the City to work under this Contract more than 8 hours/day or more than 40 hours/week, the Special Inspection Fee requirements will be waived.

SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-1 LAWS AND REGULATIONS. [Add the following to this section]:

The Contractor, and all subcontractors, suppliers and vendors, shall comply with all City, State, and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments.

The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers.
5-3 LABOR.
5-3.3 Payroll Records. [Add the following to this section]:

Contractor shall comply with the provisions of California Labor Code Section 1776 which, among other things, require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the City of the location of the records. The Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors. Verified payroll records shall be submitted

Page 1490 of 1571 ends

1774061.2 SP-6 LH 6909-01/2023
to the City by the tenth day of each month. Progress payments will be withheld pending receipt of any outstanding reports.
5-4 INSURANCE.
5-4.5 Compliance with Insurance Requirements. [Add the following to this section]:

Contractor shall obtain, maintain, and keep in full force and effect during the term of this Agreement, at its sole cost and expense, and in a form and content satisfactory to City, all insurance required under this section. Contractor shall not commence any work or services under this Agreement unless and until it has provided evidence satisfactory to City that it has secured all insurance required under this section. If Contractor’s existing insurance policies do not meet the insurance requirements set forth herein, Contractor agrees to amend, supplement or endorse the policies to do so.
5-4.5.1 Types of Insurance Required. [Add the following to this section]:

As a condition precedent to the effectiveness of this Agreement, and without limiting the indemnity provisions set forth in this Agreement, Contractor shall obtain and maintain in full force and effect during the term of this Agreement, including any extension thereof, the following policies of insurance:

A. Commercial General Liability Insurance. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Commercial General Liability Insurance (Insurance Services Office form CG 00 01) written on an occurrence basis with limits of at least two million dollars ($2,000,000.00) per occurrence, four million dollars ($4,000,000.00) in the general aggregate, and four million dollars ($4,000,000.00) for completed operations aggregate. Defense costs shall be paid in addition to the limits. The policy shall contain no endorsements or provisions limiting coverage for (1) contractual liability; (2) cross liability exclusion for claims or suits by one insured against another; or (3) contain any other exclusion contrary to the Agreement.

B. Automobile Liability Insurance. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Automobile Liability Insurance (Insurance Services Office form CA 001) written on a per occurrence basis with limits of at least one million dollars ($1,000,000.00) combined limit for each occurrence covering bodily injury and property damage. The policy shall specifically include coverage for owned, non-owned, leased, and hired automobiles.

C. Workers’ Compensation Insurance. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Workers’ Compensation Insurance in at least the minimum statutory amounts, and in compliance with all other statutory requirements, as required by the State of California. Contractor agrees to waive and obtain endorsements from its workers’ compensation insurer waiving all subrogation rights under its workers’ compensation insurance policy against the City, its officials, officers, employees, agents and volunteers, and to require each of its subcontractors, if any, to do likewise under their workers’ compensation insurance policies. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Employer’s Liability Insurance written on a per occurrence basis with limits of at least one million dollars ($1,000,000.00) per accident for bodily injury or disease.
5-4.5.2 Acceptability of Insurers. [Add the following to this section]:

Page 1491 of 1571 ends

1774061.2 SP-7 LH 6909-01/2023
Insurance required by this section shall be issued by a licensed company authorized to transact business in the state by the Department of Insurance for the State of California with a current rating of A-:VII or better (if an admitted carrier), or a current rating of A:X or better (if offered by a non-admitted insurer listed on the State of California List of Approved Surplus Line Insurers (LASLI), by the latest edition of A.M. Best’s Key Rating Guide, except that the City will accept workers’ compensation insurance from the State Compensation Fund. In the event the City determines that the work or services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies may be changed accordingly upon receipt of written notice from the City.

Contractor shall immediately substitute any insurer whose A.M. Best rating drops below the levels specified herein.
5-4.5.3 Insurance Endorsements. [Add the following to this section]:

Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for written approval. Required insurance policies shall contain the following provisions, or Contractor shall provide endorsements on forms approved by the City to add the following provisions to the insurance policies:

A. The policy or policies of insurance required by this section for Commercial General Liability and Automobile Liability Insurance shall be endorsed to provide the following:
(1) Additional Insured: The City, its officials, officers, employees, agents and volunteers, shall be additional insureds with regard to liability and defense of suits or claims arising out of the performance of the Agreement; and
(2) Additional Insured Endorsements: Additional insured endorsements shall not (1) be restricted to “ongoing operations”, (2) exclude “contractual liability”, (3) restrict coverage to “sole” liability of Contractor, or (4) contain any other exclusions contrary to the Agreement; and, the coverage shall contain no special limitations on the scope of protection afforded to additional insureds.
(3) Notice: The policy or policies of insurance required by this section for Commercial General Liability and Automobile Liability Insurance shall be endorsed to state that coverage shall not be suspended, voided, cancelled, or modified, or reduced in coverage or in limits, except after thirty (30) days prior written notice by First Class U.S. Mail, postage-prepaid, has been provided to the City. Notwithstanding the foregoing, if coverage is to be suspended, voided, or cancelled because of Contractor’s failure to pay the insurance premium, the notice provided to City shall be by ten (10) days prior written notice.

B. For all policies of Commercial General Liability Insurance, Contractor shall provide endorsements for completed operations to effectuate this requirement. 5-4.5.4 Deductibles and Self-Insured Retentions.

Any deductible or self-insured retention must be approved in writing by the City in advance and shall protect the City, its officials, officers, employees, agents and volunteers, in the same manner and to the same extent as they would have been protected had the policy or policies not contained a deductible or self-insured retention.
5-4.5.6 Primary and Non-Contributing Insurance.

Page 1492 of 1571 ends

1774061.2 SP-8 LH 6909-01/2023
All policies of Commercial General Liability Insurance and Automobile Liability Insurance shall be primary and any other insurance, deductible, or self-insurance maintained by the City, its officials, officers, employees, agents or volunteers, shall not contribute with this primary insurance. Policies shall contain or be endorsed to contain such provisions. 5-4.5.7 Waiver of Subrogation.

All policies of Commercial General Liability and Automobile Liability Insurance shall contain or be endorsed to waive subrogation against the City, its officials, officers, employees, agents and volunteers, or shall specifically allow Contractor or others providing insurance evidence in compliance with the requirements set forth in this section to waive their right to recovery prior to a loss. Contractor hereby agrees to waive its own right of recovery against the City, its officials, officers, employees, agents and volunteers, and Contractor hereby agrees to require similar written express waivers and insurance clauses from each of its subcontractors. 5-4.5.8 Evidence of Coverage.

Concurrently with the execution of the Agreement, Contractor shall deliver certificates of insurance together with original endorsements affecting each of the insurance policies required by this section. Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for written approval. The certificates of insurance and original endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced and not replaced immediately so as to avoid a lapse in the required coverage, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. Contractor shall promptly furnish, at City’s request, copies of actual policies including all declaration pages, endorsements, exclusions and any other policy documents City requires to verify coverage. 5-4.5.9 Requirements Not Limiting.

Requirement of specific coverage or minimum limits contained in this section are not intended as a limitation on coverage, limits, or other requirements, or a waiver of any coverage normally provided by any insurance. Nothing in this section shall be construed as limiting in any way the indemnification provision contained in this Agreement, or the extent to which Contractor may be held responsible for payments of damages to persons or property. 5-4.5.10 Enforcement of Agreement (Non-Estoppel).

Contractor acknowledges and agrees that actual or alleged failure on the part of the City to inform Contractor of any non-compliance with any of the insurance requirements set forth in this section imposes no additional obligation on the City nor does it waive any rights hereunder.

Page 1493 of 1571 ends

1774061.2 SP-9 LH 6909-01/2023
5-4.5.11 Insurance for Subcontractors.

Contractor shall either: (1) include all subcontractors engaged in any work or services for Contractor relating to this Agreement as additional named insureds under the Contractor’s insurance policies; or (2) Contractor shall be responsible for causing its subcontractors to procure and maintain the appropriate insurance in compliance with the terms of the insurance requirements set forth in this section, including adding the City, its officials, officers, employees, agents and volunteers, as additional insureds to their respective policies. All policies of Commercial General Liability Insurance provided by Contractor’s subcontractors performing any work or services related to this Agreement shall be endorsed to name the City, its officials, officers, employees, agents and volunteers, as additional insureds. Contractor shall not allow any subcontractor to commence any work or services relating to this Agreement unless and until it has provided evidence satisfactory to City that the subcontractor has secured all insurance required under this section.
5-4.5.12 Other Insurance Requirements.

The following terms and conditions shall apply to the insurance policies required of Contractor pursuant to this Agreement:

A. Contractor shall provide immediate written notice to City if (1) any of the insurance policies required herein are terminated, cancelled or suspended, (2) the limits of any of the insurance coverages required herein are reduced, or (3) the deductible or self-insured retention is increased.

B. All insurance coverage and limits provided by Contractor and available or applicable to this Agreement are intended to apply to each insured, including additional insureds, against whom a claim is made or suit is brought to the full extent of the policies. Nothing contained in this Agreement or any other agreement relating to the City or its operations shall limit the application of such insurance coverage.

C. None of the insurance coverages required herein will be in compliance with the requirements of this section if they include any limiting endorsement which substantially impairs the coverages set forth herein (e.g., elimination of contractual liability or reduction of discovery period), unless the endorsement has first been submitted to the City and approved in writing.

D. Certificates of insurance will not be accepted in lieu of required endorsements, and submittal of certificates without required endorsements may delay commencement of the Project.

It is Contractor’s obligation to ensure timely compliance with all insurance submittal requirements as provided herein.

E. Contractor agrees to ensure that subcontractors, if any, and any other parties involved with the Project who are brought onto or involved in the Project by Contractor, provide the same minimum insurance coverage required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with subcontractors and others engaged in the Project will be submitted to the City for review.

F. Contractor agrees to provide immediate written notice to City of any claim, demand or loss against Contractor arising out of the work or services performed under this Agreement and for any other claim, demand or loss which may reduce the insurance available to pay claims, demands or losses arising out of this Agreement.

Page 1494 of 1571 ends

1774061.2 SP-10 LH 6909-01/2023
5-4.5.13 Contractor's Liability; City Not Liable; Claims Resolution A. Contractor’s liability. The Contractor shall be responsible for any loss or damage that may occur to:
 The work or any part thereof;
 Any of the materials or other things used or employed in performing the work;  Any injury to any person or persons, either workers or the public;  Any damage to property resulting from any cause which might have been prevented by the Contractor, including defects or obstructions at any time before completion of the work and its final acceptance.

B. City ordered precautions. If, in the opinion of the City Engineer, the precautions taken by Contractor are not safe or adequate at any time during the term of the Contract, the City Engineer may order the Contractor to take further precautions, and if the Contactor shall fail to do so, the City Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any moneys due or becoming due the Contractor. Failure of the City Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety.

C. City not liable. The City shall not be answerable or accountable in any manner, for any loss or damage that may occur to any of the following from any cause which might have been prevented by the Contractor:
 The work or any part thereof;
 Any of the materials or other things used or employed in performing the work;  Any injury to any person or persons, either workers or the public;  Any damage to property.

D. Claims Resolution. From time to time during the period of this contract, the City and/or the Contractor may be served with third-party claims, as a result of alleged conduct by Contractor. The following procedures shall be followed by City and Contractor:

For claims received by Contractor:
(1) Contractor shall provide City on a monthly basis details regarding any claim for damages to persons or property, including, date claim made, date of alleged damages, type of damages, alleged cause of damages and, as claims are resolved, details regarding Contractor’s denial or payment of such claim and the reasons for denial or payment. (2) Contractor shall resolve or deny any claim received within thirty (30) days of receipt. If Contractor is unable to resolve a claim within the thirty (30) days set forth above, it shall, prior to the expiration of the thirty (30) days request and extension in writing from the City.

For claims received by City:
(1) City shall process any claims received pursuant to Chapter 3-12 (Claims Against the City) of the Laguna Hills Municipal Code.

Page 1495 of 1571 ends

Laguna Hills City CouncilAugust 25, 2026

Laguna Hills City Council
August 25, 2026