Agenda packet — Wildomar City Council, October 9, 2024 (part 3 of 3)

MEASUREMENT AND PAYMENT
Payment shall be made at the contract unit price per Each (EA) for INSTALL TRASH RECEPTACLE shall include full compensation for furnishing all labor, materials, tools, equipment, surface mounting hardware, and incidentals necessary to do all of the work involved thereof, 561
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complete in place, and accepted and no additional compensation will be allowed. Payment shall also include the manufacturer’s warranty.

BID ITEM NO. 74: INSTALL IRRIGATION SYSTEM, COMPLETE AND OPERATIONAL WORK
This work shall conform to the conform to the requirements of Part 8 Landscape and Irrigation of the Greenbook, Section 328400-R Recycled Water Irrigation System of the County of Riverside Standard Specifications and these Technical Specifications. This work generally involves all irrigation within the cemetery limits, including Palomar Street and Gruwell Street frontage.

EXISTING IRRIGATION SYSTEM
Existing Irrigation System: The contractor shall visit the construction site, understand the existing irrigation system, and shall take all measurements and obtain any other information as may be necessary for a complete and conclusive bid. The Contractor shall provide written notes, documentation and photographs demonstrating property inspections to the Engineer prior to commencement of work. The City will coordinate meetings with the property owner upon request of the Contractor as necessary to inspect irrigation zones.

During construction, contractors shall maintain the existing irrigation system to be operational to ensure the preserving plant materials will not be impacted by the construction. Contractor shall repair existing irrigation equipment that is damaged by the construction on his own cost. It is the Contractor’s responsibility to cap existing irrigation system and provide as necessary watering to existing landscaping within the impacted irrigation zones during construction until all Work is completed and the repaired landscaping / irrigation is complete, operational, and accepted by the City.

Contractor shall test and recertify existing backflow preventor assembly to ensure it meets the current codes prior to tie in the new irrigation system.

IRRIGATION EQUIPMENT
See Plans.

MEASUREMENT AND PAYMENT
INSTALL IRRIGATION SYSTEM, COMPLETE AND OPERATIONAL shall be unit price bid per Lump Sum (LS) and shall include all work including but not limited to, full compensation for furnishing all labor, materials, tools, equipment, verify and test existing irrigation system, irrigation controllers, valves, sensors, mainline, lateral lines, sleeve, bubblers, sub-surface dripline tubing, wiring, electrical conduit, pipes, fittings, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

Payment shall also include the manufacturer’s warranty. 562
120
BID ITEM NO. 75: INSTALL 24" BOX TREE
This work shall conform to the requirements of Part 8 Landscape and Irrigation of the Greenbook, Section 329300 Landscaping of the County of Riverside Standard Specifications and these Technical Specifications.

This item shall be unit price bid per Each (EA) and the contract price paid shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in INSTALLING 24" BOX TREES, including, but not limited to furnish and install the tree materials, grading, soil preparation and amendment per recommendations from the soil test report, tree pit, tree fertilizer and tablets, tree staking, tree tie, weed control, complete in place and accepted. Payment shall also include the 1-year warranty. No additional payment will be made.

BID ITEM NO. 76: INSTALL SHRUBS, 5 GALLON
This work shall conform to the requirements of Part 8 Landscape and Irrigation of the Greenbook, Section 329300 Landscaping of the County of Riverside Standard Specifications and these Technical Specifications.

This item shall be unit price bid per Each (EA) and the contract price paid shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in INSTALLING SHRUBS, 5-GALLON, including, but not limited to furnish and install the shrub materials, grading, soil preparation and amendment per recommendations from the soil test report, plant pit, fertilizer and tablets, tree staking, tree tie, weed control, complete in place and accepted. No additional payment will be made.

BID ITEM NO. 77: INSTALL SHRUBS, 2 GALLON
This work shall conform to the requirements of Part 8 Landscape and Irrigation of the Greenbook, Section 329300 Landscaping of the County of Riverside Standard Specifications and these Technical Specifications.

This item shall be unit price bid per Each (EA) and the contract price paid shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in INSTALLING SHRUBS, 2-GALLON, including, but not limited to furnish and install the shrub materials, grading, soil preparation and amendment per recommendations from the soil test report, plant pit, fertilizer and tablets, tree staking, tree tie, weed control, complete in place and accepted. No additional payment will be made.

BID ITEM NO. 78: INSTALL SHRUBS, 1 GALLON
This work shall conform to the requirements of Part 8 Landscape and Irrigation of the Greenbook, Section 329300 Landscaping of the County of Riverside Standard Specifications and these Technical Specifications.

This item shall be unit price bid per Each (EA) and the contract price paid shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing 563
121
all the work involved in INSTALLING SHRUBS, 1-GALLON, including, but not limited to furnish and install the shrub materials, grading, soil preparation and amendment per recommendations from the soil test report, plant pit, fertilizer and tablets, tree staking, tree tie, weed control, complete in place and accepted. No additional payment will be made.

BID ITEM NO. 79: REPLACE LANDSCAPE AND REPAIR IRRIGATION TO MATCH

EXISTING
This work shall conform to the requirements of Part 8 Landscape and Irrigation of the Greenbook, Section 329300 Landscaping of the County of Riverside Standard Specifications and these Technical Specifications. This work generally consists within all areas with existing landscape and irrigation repairs as noted on the plans with the exception of the following:
• New irrigation system and planting along the Palomar Street / Gruwell Street cemetery frontage.
• New irrigation and planting located along the Palomar Street frontage of the commercial properties located at 21465 and 21535 Palomar Street (Assessor’s Parcel Numbers 376- 052-001 & 002).

GENERAL
Existing Irrigation System: The contractor shall visit the construction site, understand the existing irrigation system, and shall take all measurements and obtain any other information as may be necessary for a complete and conclusive bid. The Contractor shall provide written notes, documentation and photographs demonstrating property inspections to the Engineer prior to commencement of work. The City will coordinate meetings with the property owner upon request of the Contractor as necessary to inspect irrigation zones.

MEASUREMENT AND PAYMENT
This item shall be unit price bid per Square Foot (SF) and the contract price paid shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in REPLACE LANDSCAPE AND REPAIR IRRIGATION TO MATCH EXISTING, including, but not limited to furnish and install the planting and irrigation materials, grading, soil preparation and amendment per recommendations from the soil test report, plant pit, fertilizer and tablets, weed control, complete in place and accepted. No additional payment will be made.
564
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BID ITEM NO. 80: APPLY WEED FABRIC AND INSTALL MUCH (3" THICK) This work shall conform to the requirements of Part 8 Landscape and Irrigation of the Greenbook, Section 329300 Landscaping of the County of Riverside Standard Specifications and these Technical Specifications.

Materials: Mulching material shall be GRS Solids as provided by the City waste hauler CR&R.

The City will provide the CRS Soilds material in a stockpile. The contractor shall remove the material from the stockpile and spread in the locations shown on the plans. Weed barrier shall be a geotextile fabric, which is composed of woven polypropylene fabric with the density of 3.2 oz/sq yd, Secure fabric with staple, spacing at 4' o,c. Model: Veror Premium Weed Barrier - Heavy duty, or approved equal.

This item shall be unit price bid per Cubic Yard (CY). The contract price paid APPLY WEED FABRIC AND INSTALL MULCH (3” THICK) shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing the CRS Solids, complete in place, and accepted. No additional payment will be made.

BID ITEM NO. 81: INSTALL ROOT BARRIER
This work shall conform to the requirements of Part 8 Landscape and Irrigation of the Greenbook, Section 329300 Landscaping of the County of Riverside Standard Specifications and these Technical Specifications.

Materials: UB 24-2 By Deeproot or approved equal. Install root control barrier for all trees located within 5 feet-0 inches of paved areas, or in accordance with manufacturer's recommendations.

Root Barrier shall be installed in a linear fashion and shall never circle a tree. This item shall be unit price bid per Linear Foot (LF). The contract price paid of INSTALL ROOT BARRIER shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing the root barrier, complete in place, and accepted.

BID ITEM NO. 82: LANDSCAPING, IRRIGATION, AND PLANT ESTABLISHMENT PERIOD Landscape maintenance and plant establishment period shall be a minimum of ninety (90) days after “Date of Acceptance of Installation” of all planting areas. This work shall conform to the requirements of Section 329300 Landscaping, 320533 Landscape Maintenance of the County of Riverside Standard Specifications, and these Technical Specifications.

Request in writing from the Engineer, notification of the date of the start of the maintenance and planting establishment period. At the acceptance of all planting areas, request in writing from the Engineer notification of the date of the completion of the maintenance period. The maintenance period shall not officially begin or end without written notification from the Engineer. Construction fencing shall remain until after the maintenance period is complete or as directed by the Engineer.

Maintain all planted areas on a continuous basis as they are completed during the progress of the work and during the establishment and maintenance period, and shall continue to maintain them until final acceptance in accordance with the following:
• Water, weed, fertilize, edge, prune, spray as necessary to promote a healthy growing condition. Maintain lawn at a mowing height recommended by the city. All planted areas 565
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shall be kept free of debris and weeds. Keep project neat and attractive throughout the maintenance period.
• Apply organic herbicides for weed control, as needed or directed by the Engineer, in accordance with manufacturer’s instructions and applicable laws and regulations. Organic pre-emergent herbicide shall be required in all planter, shrub and ground cover areas.

Remedy damage resulting from weed control.
• Exterminate rodents and insects as required and in accordance with applicable City policies, State and Federal laws and regulations. Remedy damage from pest control. • Adjust the irrigation system to sufficiently saturate root zone without rotting trees, shrubs, and ground cover. Do not exceed IRWD allocation.
• Repair or replace any damaged item caused by vehicles, vandals, rabbits, rodents, bicycles, or foot traffic during the maintenance period. • Fertilize per the recommendations from the agronomic soils test. • All inspections herein specified shall be made by the Engineer. Request inspection at least forty-eight (48) hours in advance of the time the inspection is required. Requested inspections, subsequently canceled without twenty-four (24) hours-notice, will be billed to the Contractor.

Inspection is required for, and not necessarily limited to, the following parts of the work:
• Incorporation of soil amendments and fine grading.
• Prior to digging plant pits for shrubs.
• During backfilling of plant pits with amended backfill. • Final inspection at the end of the maintenance period. • Irrigation Inspection prior to planting.

The LANDSCAPING, IRRIGATION, AND PLANT ESTABLISHMENT PERIOD (90 DAYS) shall be unit price bid per Lump Sum (LS) and shall include all work including but not limited to, full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to do all of the work necessary to maintain all planted and irrigated areas on a continuous basis during the progress of work and during the 90 day establishment and maintenance period until the City takes-over of maintenance, including any temporary irrigation and permanent irrigation work, as well as any landscaping maintenance effort required and as shown on the Plans and in the Specifications. No additional compensation will be allowed.

BID ITEM NO. 83: ELECTRICAL SERVICE AT CEMETERY
This work shall conform to the requirements of the 2022 California Electrical Code, California Code of Regulations Title 24, Part 3, National Electrical Code, Section 87 “Electrical Systems” of the Caltrans Standard Specifications, and these Technical Specifications. All directional boring shall be in conformance with Section 20-2.07C(2)(b) “Directional Boring. Notify the Engineer at least five (5) business days before starting directional bore activities. The diameter of the boring tool for directional boring must be only as large as necessary to install the conduit. Mineral slurry or wetting solution may be used to lubricate the boring tool and to stabilize the soil surrounding the boring path. The mineral slurry or wetting solution must be water based. The directional bore equipment must have directional control of the boring tool and have an electronic boring tool location detection system. During operation, the directional bore equipment must be able to determine the location of the tool both horizontally and vertically” of the Caltrans Standard Specifications.
566
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Work includes the furnishing of all materials and labor, and construction of electrical service lines from the cemetery maintenance building to gate motors at each of the automated gates (Palomar Street and Gruwell Street) and the irrigation controller, complete, energized and operational per each the gate motor and irrigation controller manufacturer recommendations. This work also includes securing necessary permits with the City and any manufacturer warranties for electrical materials and equipment installed.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit the following submittals to the Engineer for approval:

1. Pull Box Product Information and Specifications

2. Conduit Specifications

MATERIALS
All conduit underground must be nonmetallic schedule 80 PVC material that is:
• Resistant to corrosion, rust & sunlight.
• Electrical Testing Laboratories listed.
• Conforms to UL651 and NEMA TC-2.
• Rated for use with 90-degree C conductors.
• Made in USA
All conduit above ground must Type 1 rigid galvanized steel and resistant to corrosion, rust and sunlight.

Pull boxes shall be made of pre-cast reinforced Portland cement concrete (PCC) or Polymer Concrete. All reinforced PCC pull boxes shall be provided with polypropylene cap with ultra violet inhibitor as manufactured by OES Concrete Product or approved equal. All Polymer Concrete pull boxes shall be as manufactured by Armorcast Products Company or approved equal.

Wiring shall conform to the American Wire Gauge (AWG) standardized wire gauge system, sizes noted on the plans. Coloring shall conform as follows:
• Phase 1 – Black wire.
• Phase 2 – Red wire (as necessary).
• Phase 3 – Blue wire (as necessary).
• Neutral – White wire.
• Ground – Green wire.

A minimum of two (2) heavy duty pull ropes per each conduit shall be installed through the entire conduit run. Pull ropes shall be composite double braid polyester pulling rope. 567
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WORK WITHIN CEMETERY
Prior to commencing excavation for conduits, the Contractor must complete the preconstruction cemetery GPR subsurface inspection. Conduit alignments may be modified at the direction of the Engineer based on the results of the subsurface inspection to avoid head stones, graves and other subsurface elements.

GENERAL
All conduit runs may be installed by open trenching, directional boring, jacking or drilling methods unless otherwise noted on the plan. Open trenching, directional boring, jacking, or drilling methods shall not begin or terminate in walkways or continuation/elongation of private walkways into the public right-of-way. No additional compensation will be granted to the Contractor for using one method over the other.

At pull boxes, conduits shall be deepened such that a minimum depth of 24” below grade is maintained at sweeps / connections to the pull boxes.

MEASUREMENT AND PAYMENT
This item shall be unit price bid per Lump Sum (LS) and the contract price paid shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in ELECTRICAL SERVICE AT CEMETERY, including, but not limited to furnish and install the conduits, conductors, pull boxes, pull ropes, including as necessary trenching and backfill/repair, connections to existing maintenance building breakers, to provide electrical services, complete, operational, energized and accepted by the City to both automated gate motors and irrigation controller. No additional payment will be made.

Contractor shall provide a schedule of values for each of the Electrical Services at Cemetery items proposed and/or required in his/hers program prior to any work. The schedule of values will be used for the basis of payment should additional measures be requested by the Engineer or other regulatory agencies and not due to the failure of the contractor’s implementation of the Electrical Services at Cemetery.

BID ITEM NO. 84: LANDSCAPING AND IRRIGATION AT COMMERCIAL CENTER This work shall conform to the requirements of Part 8 Landscape and Irrigation of the Greenbook, Section 329300 Landscaping of the County of Riverside Standard Specifications and these Technical Specifications. This work generally consists within areas along the Palomar Street frontage of the commercial properties located at 21465 and 21535 Palomar Street (Assessor’s Parcel Numbers 376-052-001 & 002).

GENERAL
Existing Irrigation System: The Contractor shall visit the construction site, understand the existing irrigation system, and shall take all measurements and obtain any other information as may be necessary for a complete and conclusive bid. The Contractor shall provide written notes, documentation and photographs demonstrating property inspections to the Engineer prior to 568
126
commencement of work. The City will coordinate meetings with the property owners upon request of the Contractor as necessary to inspect irrigation zones.

During construction, contractors shall maintain the existing irrigation system to be operational to ensure the preserving plant materials will not be impacted by the construction. Contractor shall repair existing irrigation equipment that is damaged by the construction on his own cost. It is the Contractor’s responsibility to cap existing irrigation system and provide as necessary watering to existing landscaping within the impacted irrigation zones during construction until all Work is completed, and the repaired landscaping / irrigation is complete, operational, and accepted by the City.

Work shall include the removal of all existing vegetation unless designated on the plans to save.

Existing trees to remain.

MEASUREMENT AND PAYMENT
This item shall be unit price bid per Lump Sum (LS) and the contract price paid shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in LANDSCAPING AND IRRIGATION AT COMMERCIAL CENTER, including, but not limited to furnish and install the planting and irrigation materials, grading, soil preparation and amendment per recommendations from the soil test report, plant pit, fertilizer and tablets, weed control, complete in place and accepted. No additional payment will be made.

Contractor shall provide a schedule of values for each of the Landscaping and Irrigation at Commercial Center items proposed and/or required in his/hers program prior to any work. The schedule of values will be used for the basis of payment should additional measures be requested by the Engineer or other regulatory agencies and not due to the failure of the contractor’s implementation of the Landscaping and Irrigation at Commercial Center. 569
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Part V – Appendices
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RW-1
PARAG KALARIA R.C.E. 83927

REVISION BY APPR DATE
DATE
STD. DWG. NO.
06/22/2023
6" STD. FIRE HYDRANT BURY
6"x4" COMPANION FLANGE
4" PIPE WITH INTERIOR EPOXY LINED COATED
ITEM
8" VALVE WELL AND CAP
6" PIPE BLOWOFF RUN
6" GATE VALVE
STD. 6" TEE BRANCH

DESCRIPTION
D.I. FLG ON 6" BRANCH
RESILIENT WEDGE, FLGxFLG
STD. DWG. W-7
6", 6 HOLE, FLxFL, SEE W-7

BLACK IRON COMPANION FLANGE, PAINTED
GALVANIZED, 4" M.I.P. x M.I.P.

EACH
SEE W-13 AND W-14
6 HOLE FLG x FLG

RESTRAINED JOINT
SEE W-13 (LABELED RECYCLED WATER)
SPEC. REMARKS
1 1
1 1
1 1
1 1
1 4" ANGLE FIRE PLUG VALVE 4" x 2 1/2"
6", 6 HOLE, FLxFL

PAINTED PURPLE

PAINTED PURPLE (WHARF HEAD)
(VARIABLE HEIGHT)
- VALVE SUPPORT BLOCK STD. DWG. W-15

LENGTH AND POSITION

AS DIRECTED

IF NOT PAVED

ROADWAY, PAVE PER
STD. DWG. NO. W-27

THREADED GALVANIZED

AND EPOXY COATED
STEEL PIPE FOR 4"

WHARF HEAD

GROOVED BREAK OFF
SPOOL 36" MAX.

RESTRAINED JOINT
P.V.C., STEEL OR

DUCTILE IRON MAIN
1 560 C3250 CONCRETE PAD 4'x4'x4"DEEP
NOTES:

1. RESTRAINED JOINTS ARE REQUIRED.

2. BLOW-OFF (WHARF HEAD BODY) TO BE PAINTED PURPLE DESCRIPTION 1 6" DIA. 90° BASE ELBOW, SHORT RADIUS FLxMJ OR FLxFL

RECYCLED WATER BLOW-OFF

ASSEMBLY

TRACER WIRE

PAINTED PURPLE

SPOOL ABOVE SURFACE, PAINTED, NUTS ON
TOP OF FLANGE, DAMAGE 2 OPPOSITE FACING

THREADED ENDS TO ENSURE INABILITY OF

REMOVAL
6" GROOVED BREAK OFF SPOOL
VARIABLE HEIGHT.
1 TRACER BOX SEE APPROVED MATERIALS LIST
6" SPOOL FL x FL (DI)
617

COMMERCIAL
W-7A
FLxFL, 6 HOLE, 6" OR 8"
6 HOLES FLxMJ
FLxFL

FL OUTLET
DUCTILE IRON OR PVC C900
2 OUTLET RES., 3 OUTLET COMMERCIAL

FIRE HYDRANT BURY
8" VALVE WELL, CAP AND SLIP CAN
TEE W/ 6" OR 8" OUTLET
6" RESILIENT WEDGE GATE VALVE
6" HYDRANT RUN PIPE

GROOVED BREAK-OFF SPOOL
6" FIRE HYDRANT
1 1
1 1
1 1

ITEM EACH
1 DESCRIPTION
STD. DWG. NO. W-13

INCLUDES VALVE SUPPORT BLOCK
FLxPE OR FLxFL, CANNOT CROSS STREET C
VARIABLE HEIGHT.

SPOOL ABOVE SURFACE.

SPEC. REMARKS
6 HOLE FL, SEE PAINT SPECS.

L
VALVE SUPPORT BLOCK STD. DWG. NO. W-15 -1 3' X 3' X 6''THK CONCRETE SPLASH PAD 1 COLD JOINT STRIP
AS
REQ'D

EXISTING PIPE
PARAG KALARIA R.C.E. 83927

REVISION BY APPR DATE
DATE
STD. DWG. NO.
06/22/2023
(RESIDENTIAL)
(COMMERCIAL)
NOTE: RESTRAINED JOINTS ARE REQUIRED FOR HYDRANT RUNS.

2.0'

8.0' VARIABLE

VARIABLE

RESTRAINED JOINTS

FLANGED

RESTRAINED

JOINT DUCTILE

IRON OR PVC

MAINLINE,

SEE DETAIL

ABOVE FOR

STEEL MAINLINE
MJ
CURB

GROUND SURFACE

OR SIDEWALK

FULL POLYETHYLENE

WRAPPER WITH

TAPED OUTLET

EXISTING PIPE

INSTALL PORTS
AT 45° ANGLE

TO STREET

TRACER WIRE

FIRE HYDRANT / BLOW-OFF

ASSEMBLY
6" DUCTILE IRON STANDPIPE

FL X MJ
BOLTS WITH NUTS ON TOP OF FLANGE 5/8"x3" HEX HEAD ZINC PLATED

W/ SOLID BODY
MAINTAIN 3' CLEARANCE ALL AROUND,
AND NOT TO BE IN A SIDEWALK.

SEE W-29

FOR HOT TAP

DETAILS
CUT IN TEE SIMILAR TO W-34 IF EXISTING MAIN 3" MIN - 6" MAX 1 TRACER WIRE BOX SEE APPROVED MATERIALS LIST
DUCTILE IRON HYDRANT.

THRUST
BLOCK
CLASS
450-C-2000
THRUST
BLOCK
CLASS
450-C-2000
STANDARD SPEC SECTION 03310
STANDARD SPEC SECTION 03310
CLASS 560-C-3250 CONCRETE
NOTE: NO TREES OR LARGE SHRUBS
SHALL BE LOCATED WITHIN 10 FEET OF

ALL PUBLIC WATER FACILITIES (PIPE,
SERVICES, HYDRANTS, AIR/VACS, ETC.).
618
W-7B
6" FIRE HYDRANT 2 OUTLET RES., 3 OUTLET COMMERCIAL
1 1

ITEM EACH
1 DESCRIPTION SPEC. REMARKS
6 HOLE FL, SEE PAINT SPECS.

AS
REQ'D
PARAG KALARIA R.C.E. 83927

REVISION BY APPR DATE
DATE
STD. DWG. NO.
06/22/2023

INSTALL PORTS
AT 45° ANGLE

TO STREET

FIRE HYDRANT / BLOW-OFF

ASSEMBLY WITH CHECK VALVE
BOLTS WITH NUTS ON TOP OF FLANGE 5/8"x3" HEX HEAD ZINC PLATED

W/ SOLID BODY
MAINTAIN 3' CLEARANCE ALL AROUND,
AND NOT TO BE IN A SIDEWALK.

DUCTILE IRON HYDRANT.

SEE W-7A FOR

CONTINUATION
SEE W-7A FOR

CONTINUATION

BREAK OFF CHECK VALVE PER APPROVED MATERIALS LIST
8" THICK CONCRETE COLLAR, 1' FROM

FIRE HYDRANT EDGE TO OUTSIDE EDGE

FINISH SURFACE SHALL BE BELOW
CONNECTING BOLTS/NUTS.

REQUIRED IF:

1. FIRE HYDRANT IS LOCATED WITHIN 50' HORIZONTAL OF OVERHEAD POWER LINES.

2. FIRE HYDRANT IS NEAR FREEWAY, AS DIRECTED BY THE ENGINEER.

3. FIRE HYDRANT VALVE IS LESS THAN 10' FROM FIRE HYDRANT.

4. SPECIFIED ON THE PLANS, OR AS OTHERWISE REQUIRED BY THE ENGINEER.

CLASS 560-C-3250 CONCRETE
NOTE: NO TREES OR LARGE SHRUBS SHALL BE LOCATED WITHIN 10

FEET OF ALL PUBLIC WATER FACILITIES (PIPE, SERVICES, HYDRANTS, AIR/VACS, ETC.).
619
W-17
PARAG KALARIA R.C.E. 83927

REVISION BY APPR DATE
DATE
STD. DWG. NO.
06/22/2023 4" AND 6" COMPACT STYLE

AIR RELEASE & VACUUM RELIEF

VALVE INSTALLATIONS

ITEM DESCRIPTION
VALVE ENCLOSURE PER STD. DWG. W-18
4"/6" FLANGED DUCTILE IRON PIPE (CLASS 52)
4"/6" FLANGED D.I. 90° ELBOW
4"/6" RESILIENT WEDGE GATE VALVE

WATER MAIN
E.V.M.W.D. ACCEPTED SADDLE OR FLANGED OUTLET ON D.I. TEE GUARD POST PER E.V.M.W.D. STD. DWG. W-26 (WHEN NO SIDEWALK OR CURB IS PRESENT) PLAN

SECTION
8" GATE VALVE CAP AND RISER PER STD. W-13
4"/6" FLANGED AIR-VAC AND VACUUM RELEASE VALVE
2 LAYERS 10-MIL POLYETHYLENE TAPE - THROUGHOUT FULL DEPTH OF PENETRATION.

EPOXY GROUT
1% MIN. RISE 2'-0" 2'-0"
1'-0"

VARIABLE VARIABLE
2'-0" 30"
18"
1/2" X 3" STAINLESS STEEL POST-INSTALLED ANCHORS (3 EA. @ 120° APART) 2'-6" X 2'-6" X 6" THICK CONCRETE SLAB W/ #4 @12" OC EW MIN. CONCRETE SHALL BE CLASS 560-C-3250.

NOTES:

1. PAINT EXPOSED SECTIONS YELLOW (POTABLE

WATER MAINS) OR PURPLE (RECYCLED WATER
MAINS).

2. ALL MATERIALS FURNISHED TO BE OF PIPE

PRESSURE CLASS CALLED FOR ON PLANS, BUT
NOT LESS THAN CLASS 200 WORKING PRESSURE
(MIN).

3. THE FLANGES SHALL BE 125 LB. FLANGES.

4. BURIED APPURTENANCES, DUCTILE IRON PIPING
AND FITTINGS TO BE POLY WRAPPED AND TAPED.

5. MATERIALS SHALL BE SELECTED FROM THE
APPROVED MATERIALS LIST.

6. A REDUCING ELBOW OR REDUCER MAY BE NEEDED
ON LARGE DIAMETER PIPES BETWEEN ITEM NOS. 1
AND 2.

7. VALVE PLACEMENT AND CIRCULAR CONCRETE PAD

ON RURAL ROADWAYS WHERE CURB AND GUTTER

AND SIDEWALKS ARE NOT PRESENT WILL BE AT
THE DISCRETION OF THE FIELD INSPECTOR. 3''-6"
SEE DTL W-36 FOR

TURNDOWN FOOTING
REQUIREMENTS 6"3" MAX
620
Curb Inlet Filter
A Stormwater Trash Capture Solution
A Forterra Company

INSTALLATION MANUAL
5796 Armada Drive Suite 250 | Carlsbad, CA 92008 | 855.566.3938 [email protected] | biocleanenvironmental.com 621

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INSTALLATION PROCEDURES

The Bio Clean Curb Inlet Filter is a stormwater catch basin filter designed to remove high levels of trash, debris, sediments and hydrocarbons. The filter is available in several configurations including trash full capture, multi-level screening, Kraken membrane filter and media filter variations. This manual covers installation procedures of all configurations. The innovative trough & weir system is mounted along the curb face and directs incoming stormwater toward the filter basket which is positioned “directly” under the manhole access opening regardless of its location in the catch basin.

This simple yet profound design allows the filter to be cleaned from finish surface without access into the catch basin, therefore drastically reducing maintenance time and eliminating confined space entry.

The filter lifting handle allows for the filter to be removed easily through the manhole. The weir also folds up to allow for unimpeded access into the basin for routine maintenance or pipe jetting.

Delivery
 Bio Clean Environmental Services, Inc. shall deliver the filter(s) to the site in coordination with the Contractor.

Inspection
 Inspection of the Curb Inlet Filter and all parts contained in or shipped shall be inspected at time of delivery by the site Engineer/Inspector and the Contractor. Any non-conformance to approved drawings or damage to any part of the system shall be documented on the Bio Clean shipping ticket.

Catch Basin Preparation
 The Contractor is responsible for providing adequate and complete catch basin and fall protection including gas metering and other safety equipment when installing the Curb Inlet Filter.
 The Contractor shall adhere to all jurisdictional and/or OSHA safety rules during installation of the filter.
 The Contractor or Owner is responsible for appropriately barricading the catch basin from traffic (in accordance with local codes).
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Filter Diagram:

Installation
 Each Curb Inlet Filter shall be installed based on the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer.
 It is recommended that the catch basin is properly cleaned and inspected for any damage prior to installing the Curb Inlet Filter. The trough and weir system mount directly to the walls of the catch basin using concrete wedge and/or drive anchors.
 Step one involves positioning and mounting the trough under the face of the curb. The top of the trough should be approximately 2” below the end of the local depression transition into the catch basin where the catch basin wall is vertical to allow for a flush mounting surface as shown below and enough vertical clearance from the ceiling of the catch basin to allow for proper maintenance access. Use chalk or a large marker to mark this position on the basin wall. Next use a tape measure and a level to measure a slope of 0.5% from the corners of the catch basin sloping toward the position where the filter basket and weir will be located. Use chalk or a large marker to draw a guideline along where the top of the trough wall will be located for proper mounting. Next, while holding the trough in place use a rotary hammer with a 1/4” 623

3 | P a g e
diameter concrete drill bit to drill holes 2 ¾” deep (minimum) at each location along the trough that there is a pre-drilled hole on the front and end sides. As each hole is drilled insert a ¼” diameter by 2 ¾” long stainless steel drive pin into each hole. This will temporarily support the weight of the trough. Next drive the wedge anchors tight using the hammer. For longer catch basin openings several sections of trough will need to be joined together. The installation kit will include trough section coupler pieces and end pieces if required. Repeat the process for the other end of the trough system if the manhole is in the center of the basin:

The yellow line represents the plane at
which the top of the trough should be
mounted to the wall of the catch basin.

Make sure it is mounted to a vertical
section of the wall and not above any
curb opening transition.

STEP 1
The trough is mounted along the line
from above. Use drive pins to secure the
trough to the wall on all three sides.

Ensure drive pins are fully secured and
hammered down tightly.
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 Step 2 requires notching out a side of the trough where the front weir section will mount. This is done with a jigsaw or reciprocating saw. The side of the trough shall be cut out to the bottom as shown below to a width of 2’. Once the side of the trough is removed the front weir section can be attached to the trough using pop rivets and the two side mounting brackets. Next, position the front weir section into the cut out portion of the trough. The mounting flange of the weir will rest on the floor of the trough. Line up so that the walls of the trough intercept the walls of the weir at 90 degrees. Holes are pre-drilled in the mounting flange of the front weir section. Using a drill bit size #11, drill through the fiberglass trough via the pre-drilled holes. Using pop rivets (3/16” diameter by 1’ long large flange dome head stainless steel) placed in the holes and a cordless or air powered rivet gun, fasten the weir to the trough. See below images for details on this step.

STEP 2
Ensure that the cut is accurate at 2’
wide and the side is fully cut out to
the bottom of the trough. If any
upward protrusions remain sand
flat with floor of trough. This is
crucial for install of front weir
section.

NOTE: It is critical that the opening on
the weir for the basket is directly under
the manhole for proper installation.

Therefore the side cut out on the trough
must be perfectly centered with the
manhole opening center. Using a tape
measure ensure these two centers are
lined up before making the cut.
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 Step 3 requires using the mounting brackets to connect the side of the trough to the side of the weir. The mounting brackets will be pre-bolted to the weir. The brackets will have slides on this side for adjustability. The side of the mounting bracket the attaches to the trough will have holes pre-drilled. Once lined up use a ¼” diameter drill bit to drill through the fiberglass wall of trough behind the pre-drilled holes of the mounting bracket. Using a stainless steel bolt ¼” diameter x 20 x 1” length with washer and nylon nut fasten the pieces together. See below for details on this step. All mounting hardware will be provided with the unit:

Make sure the walls of the
trough intercept the walls of
the weir at their ends. There
should be no gap or overlap
between these two surfaces.

The mounting brackets are
pre-drilled for these surfaces
to properly align.

STEP 3
Proper fastening of the
mounting brackets are a
must and this connection
ensures the weir and
trough does not pull
apart during operating
conditions. Also, double
check to ensure all revits
have been secured
between the floor of the
weir and trough.

STEP 2 Con’t
NOTE: Use anti-seize on
all nuts and bolts.

NOTE: It is critical that the opening on
the weir for the basket is directly under
the manhole for proper installation. The
weir section length is customized for
each basin. If they opening does not line
up STOP installation and request the
appropriate length weir from the
manufacturer.
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 Step 4 requires attaching the back weir section and stops to the front weir section and trough assembly. The back weir section has two hinges welded to it. The other side of the hinges bolt to the front weir section and stops (located on the underside of the back weir section – this will later be used to connect to the undermounts). Use 2 stainless steel bolt ¼” diameter x 20 x 1/2” length with washer and nylon nut to fasten the pieces together. Once fastened make sure the back weir piece hinges up and down freely.

 Step 5 requires attaching the 45 degree under mounts (two – one on each side) from the stops under the bottom of the front weir section to the walls of the catch basin. The hole will be predrilled in side of the stop. Fasten the under mount to the stop with a stainless steel bolt ¼” diameter x 20 x 1” length with washer and nylon nut. Next use a level to make sure the horizontal plane of the weir is at 1% slope from the trough sloping down toward the back of the catch basin. Mark the hole position on the opposite side of the under mount where it will attach to the wall of the catch basin. Next, while holding the under mount in place use a rotary hammer with a 1/4” diameter concrete drill bit to drill holes 2 ¾” deep (minimum). Next, insert a ¼” diameter by 2 ¾” long stainless steel drive pins into each hole and use a hammer to fasten in place.

STEP 4
NOTE: Use antiseize on all nuts
and bolts.

The back weir section is supplied with the hinges pre-welded. The hinges need only be bolted to the front weir section and supplied under mounts.

Ensure the proper bolts and washer are used and tightened. The bolts should be torqued to at least 40 in-lbs.
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 Step 6 requires using sealant to seal all seams, gaps and joints to ensure no leakage. All surfaces in which the fiberglass and stainless steel trough and wier make contact with a concrete surface or each other must be fully filled with sealant and made completely watertight. Sealant must be Sil-Flx (RTV 7500). See below for diagram highlighting all areas where sealant is required:

Under mounts help support the weight of the weir, trough and filter basket under operating conditions. They also ensure the slope and level of the weir. It is critical that the weir is sloping at 0.5% toward the basket. There can absolutely be no negative slope on the weir from trough the basket.

STEP 5
NOTE: Use antiseize on all nuts
and bolts.

STEP 6
The back weir section is supplied with the hinges pre-welded. The hinges need only be bolted to the front weir section. Ensure the proper bolts and washer are used and tightened. The bolts should be torqued to at least 40 in-lbs.
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 Step 7 installation is now complete. The last step is to drop the basket into weir and clean up and left over debris. Be sure to remove all tools and seal up the catch basin by replacing the manhole cover and take down any traffic control.

For Installation Support or
Information Please Contact Us At:
760-433-7640
Or Email:
[email protected]
STEP 7
Not that installation of the shelf
and weir section is complete the
filter basket can be dropped into
place by hand. The opening in the
weir section should be directly
under the manhole opening to
easy installation. Once the basket
is in place ensure that the
manhole lid is replaced and the
install site is returned to its
original condition.
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TrafficPatternsLT® preformed thermoplastic pavement marking material provides a more durable and skidresistant surface than typical epoxy coatings or paint. Application is simple with a propane heat torch or an infrared heater. It can be applied over newly-stamped asphalt or used as a refurbishment where previous coatings have worn away. This durable alternative reduces the need to repaint again and again.

PERFORMANCE-BASED FEATURES AND BENEFITS
• Durable alternative to coating over existing or newly-stamped asphalt or concrete • Material is not stamped with templates or grids – it will contour to the impressions already present in the substrate when heated
• Supplied in 2’ x 2’ sheets of 90-mil thickness
• High skid/slip resistant for safety – as material wears, new anti-skid elements are exposed • Enhanced durability provides optimum wear in adverse conditions. • Light to moderate average daily traffic
• Apply with infrared heater or propane torch
• ADA compliant – pedestrian and wheelchair friendly surface • Eliminates the maintenance and safety concerns of loose pavers • Made at Ennis-Flint’s manufacturing facility which is ISO 9001:2015 certified for the design, development and manufacturing of preformed thermoplastic
• Markings designed for quality, value, and long-term performance • Anti-skid elements added at time of manufacturing for optimized application at the jobsite TrafficPatternsLT preformed thermoplastic is supplied in 2 ft. x 2 ft. sheets of non-reflective material that is 90 mils thick. After proper surface preparation, the material is positioned over stamped asphalt or worn coating then heated until molten to allow for proper bond. The pavement marking itself should not be stamped. The material will flow into the grooves of the previously stamped pattern when heated.

STANDARD COLORS
Durable preformed thermoplastic overlay for stamped asphalt or concrete

1. 2. 3.
sonoma
sand
cocoa
black white sand tan brick red
colonial
brick
heritage
red
field gray cinnamon
salmon santa fe
clay
chestnut grey dark brick
red
khaki sienna
BLUE

PREMIUM COLORS

GREEN KELLY
GREEN
LEMON
YELLOW
LT
BLUE
LT
GREEN
LT
GREY
OLIVE
GREEN

ORANGE PINK

PURPLE RED SKY
BLUE

SYG TEAL

YELLOW LILAC
TERRACOTTA
BURNT
ORANGE
®
Overlay Surface System
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Phone: 800.331.8118 www.ennisflint.com [email protected] © 2020 Ennis-Flint, Inc. MKT-00092-ENG-200220
Surface Systems
®
CROSSWALKS • MEDIANS • ISLANDS • ROUNDABOUTS • ENTRY WAYS • LOGOS TrafficScapes® preformed thermoplastic pavement marking materials portfolio is engineered for durability, safety, and aesthetics for the streetscape and traffic calming market. Each product offers its own unique application and performance approach to streetscape projects where shared roadway safety and aesthetic appeal need to work in conjunction.

When used on public roadways and private properties open to public travel, decorative crosswalks require proper demarcation with white linear boundaries according to the Manual on Uniform Traffic Control Devices (MUTCD).

The Mark of Trac Safety
Interconnected Surface System
®
Overlay Surface System Surface Signs
Grout-Free Surface System
®
Impressed Surface System Inlaid Surface System
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Note: The Drawings and Specifications and Ideas, Designs and Arrangements Represented Thereby are and Shall Remain the Property of the A merican Precast Concrete, Inc. and No Part Thereof Shall be Copied, Disclosed to Others or Used in Connection with any Work or Project other than the Specific Project for which they have been Prepared and Developed without the Written Consent of the A merican Precast Concrete, Inc.

Date: Scale:

Proj. Engr.:

Proj. Mngr.:

Revision:

Plan Check
2 3
4 5
6 7
17 July 2018
Revision DD Mon. YYYY
Revision DD Mon. YYYY
Revision DD Mon. YYYY
Revision DD Mon. YYYY
Revision DD Mon. YYYY
Revision DD Mon. YYYY 2246 Durfee Avenue, El Monte, CA 91732, (800) 691-7118 www.AmericanPrecast.com SHEET
1 OF 1
Apr 2, 20209:41:55 AM
Woodcrete
Ranch Rails
Theses Specifications are not Job Specific - Additional Engineering Shall be Required. American Precast Concrete - Reserves the Rights to Change & Update Dimensions Without Notice.

SPECIFICATIONS AND NOTES
GENERAL:

1. This project has been designed in accordance with the California Building Code, 2019 Edition.

2. Applied loads:
a. Wind Velocity (V) = 100 mph
b. Exposure: C
c. Velocity Pressure Exposure Coefficient (Kz) = 0.85
d. Wind Directionality Factor (Kd) = 0.85
e. Topographic Factor (Kzt) = 1.0
f. Wind Pressure P = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)
P = 0.00256(0.85)(1.0)(0.85)(100)^2(1.0)
P = 18.50 psf
g. Working Design Stress: 33% Increase (1.33)
h. Seismic Design: Site Class D
i. Importance Factor (Ie) = 1.0

3. Screening wall is to be constructed entirely on the project property.

4. Color:
a. Post, Panels and Panel caps shall be integrally colored. b. Color shall be brown as approved by the on-site owner.

5. The contractor/owner is responsible for hiring a geotechnical engineer to determine if local soil conditions meet or exceed minimum soil properties shown on this plan.

6. Pier installation may encounter areas of granular, collapsing soils that may contain perched groundwater. Piers must be extended through soft and organic deposits to provide adequate lateral and vertical support.

Temporary casing may be necessary for the drilled pier installation operations to maintain the drilled shaft open through these soils during construction.

7. If the contractor finds any discrepancies between the site and these plans, he shall notify the engineer immediately.

8. Upon receipt of precast products at the job site, the Installation Team shall verify those products are free of cracks and defects prior to installation. Any precast products found to have defects shall be replaced.

9. Unless specifically noted otherwise, no surcharges may be placed behind a retaining wall within a horizontal distance that is equal to the retained height. Prohibited surcharges include staging of construction materials, vehicles, construction, compaction equipment, and vegetation.

10.Unless specifically noted otherwise, the wall and piers shall not be installed adjacent to hillsides, berms, retaining walls, or other areas that may affect the lateral bearing capacity of the piers. Contact the engineer prior to installation if such a condition exists.

CONCRETE:

1. Concrete Materials:
a. Concrete shall be normal weight concrete having sand and gravel or crushed stone aggregate. Mixed with ASTM-C150, type I or III portland cement to meet the minimum compressive strength as follows:
*Precast Panels & Posts have been designed for f`c of 2500 psi, therefore inspection is not required.
*Footings & Piers have been designed for f`c of 2500 psi, therefore inspection is not required. b. Water used for concrete shall be clean water and free from injurious amounts of oils, acids, alkalites, organic or other deleterious substances.

2. Concrete workmanship:
a. Fresh poured concrete shall be tamped in to place using steel rammer, slicing tools, or mechanical vibrator, until concrete is thoroughly compact and without void.
b. Excavation for footing shall be on undisturbed soil or to the depth noted on the drawings. Leave the bottom bearing surface clean and smooth. If footing excavations are made deeper than intended, only concrete shall be used for fill. Remove all loose material from excavations prior to concrete pour.

3. All aggregates shall conform to ASTM C33. Maximum aggregate sizes:
a. Footings: 1-1/2"
b. All other work: 3/4"

4. The Owner recognizes his or her obligation to ensure that the construction complies with the approved permit documents and to implement this program of special inspections. In partial fulfillment of these obligations, the Owner will retain and directly pay for the Special Inspections as required in the Governing Building Code, Section 1704.2.

SOILS:

1. Footing size is based on the following minimum soil properties:
a. Soil Compaction ******* 95
b. Density ******* 110 pcf
c. Bearing Capacity (Total Load + W/E) ******* 1500 psf d. Friction Resistance ****** 0.25
e. Lateral Bearing ******* 100 psf/ft of depth
f. Active Pressure ******* 40 pcf
Soils values per geologic/geotechnical report (or "soils report") by LGC Geotechnical, Inc., Project No. 19067-01, dated July 12, 2019.

This report and all recommendations contained therein are to be considered a part of these plans.

FILL:

1. All design criteria based on construction on natural ground. Screenwall not to be constructed on berms or fill dirt.

REINFORCEMENTS:

1. Reinforcing material:
a. Deformed type bars shall conform to ASTM-A 615, Grade 60 placed as shown on the drawings.
b. Steel reinforcing wire shall meet U.S. Steel Wire gauge, ASTM-A 82. fy = 70,000 psi min galvanized.
c. All ties and stirrups shall conform to the of ASTM-A 615, grade 40. d. All wire mesh shall be galvanized with the gauge and spacing per plan. The smaller spacing shall be placed in the horizontal direction.

2. Reinforcing workmanship:
a. Reinforcement steel shall be fabricated in accordance with the CRSI Standard Detail. Reinforcing bars shall be cold-bent only.

Use of heat to bend reinforcement steel shall be cause for rejection.
b. Reinforcement steel bars and wire fabric shall be thoroughly cleaned before placing and again before the concrete is placed.

Shall be accurately positioned and secured in place. No brick of porous materials may be used to support the steel off the ground. c. Install all reinforcement with the following clearance between reinforcing steel and face of concrete:

1. Footing, pier or beam bottom (3")

2. Earth-formed pier or beam side (2")

3. Formed footing, pier or beam sides, exposed (1")

4. Precast exposed to weather: panels (3/4"), posts (1-1/4") d. Splices within continuous unscheduled reinforcing steel shall have a minimum lap of 30 bar diameters.

Elements f'c (28 days) Slump Max w/c Ratio Insp. Req'd? Precast Panels & Posts 3000 psi 5" 0.55 No*
Footings & Piers 3000 psi 5" 0.60 No*

SEISMIC DESIGN BASIS
Seismic Design Category E
Seismic Factors
Importance Factor, Ie 1.00
Design Base Shear
SS / S1
SDS / SD1

1.25 V = 0.889W
Risk Category II
Site Class D
Resisting System: Ground Supported
Cantilever Fence
Analysis Procedure: Eqv. Lateral Force
(ASCE 7-16, T. 15.4-2)

1.666 / 0.767

1.111 / 0.869
Response Mod.

Coefficient, R
RAIL

NATURAL GRADE
POST

FOOTING
POST
RAIL

NATURAL GRADE

FOOTING
POST
RAIL

NATURAL GRADE

FOOTING

NATURAL GRADE
ELEVATION - 2 RAIL FENCE
ELEVATION - 3 RAIL FENCE
ELEVATION - 4 RAIL FENCE

FOOTING
SECTION - 2 RAIL FENCE
SECTION - 3 RAIL FENCE
SECTION - 4 RAIL FENCE
RAIL
POST
RAIL
RAIL
POST
POST

FOOTING

FOOTING
2'-0" 3'-0"
8'-0"
2'-0" 3'-0"
3"
9 1/2" 3"
9 1/2" 3"
9 1/2"
9 1/2"

NATURAL GRADE

NATURAL GRADE
9 1/2"
5 1/2"
9 1/2"
5 1/2"
5 1/2"
5 1/2"
5 1/2"
5 1/2"
5 1/2"
5 1/2"
5 1/2"
2'-0" 4'-0" 3'-0" 5'-0"
8'-0"
8'-0"
2'-0" 4'-0" 3'-0" 5'-0"

RAIL SECTION
(2) #3 REBAR
(1) EA. SIDE (TYP.)
(2) #4 REBAR
(1) EA. SIDE (TYP.)

LINE POST
RAIL
95 3/4"
5 1/2"
2 1/2"
5 1/2"
3/4"Clr.
3/4"
Clr.
5" Square
Typ.
3/4"Clr.

FOOTING

FOOTING
POST
12"
Min.
8 Ga. Ties @ 2.5"oc 8 Ga. Ties @ 2.5"oc
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ADDENDUM NO. 1 MUST BE SIGNED AND RETURNED WITH PROPOSAL ADDENDUM No. 1
For
Palomar Street Widening, Phase 2, and Wildomar Cemetery Perimeter Wall, Fencing and ADA Improvements
CIP 028-2 and 067-1
July 11, 2024
The following amendments are made to the Plans and Bid Documents for the Palomar Street Widening, Phase 2, and Wildomar Cemetery Perimeter Wall, Fencing and ADA Improvements (CIP 028-2 and CIP 067-1)
Item 1 – Revision to Question Submittal Due Date:

Questions and inquiries may be submitted in writing via PlanetBids until 5:00 pm on Thursday, August 1st, 2024.

Item 2 – Revision to the Bid Due Date:

The Bid Due Date has been changed to: 3:00 PM on Tuesday, August 20, 2024 Item 3 – Response to Contractor Questions:

Question 1: When is the tentative start date?
Response: November 1, 2024, is the anticipated tentative construction start date.

Question 2: How much is the engineer's estimate?
Response: Engineer’s Cost Estimate is $6,500,000
Question 3: Is there an allowance?
Response: There is no allowance
Question 4: Do we need to be prequalified?
Response: Prequalification is not required.

Approved By: _________________________________________ DATE: __ __ Jason Farag, Public Works Director
Acknowledged By: ______________________________________ DATE: ________________ Proposer’s Signature
Jul 11, 2024
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Addendum NO 1-CIP 028-2 and CIP 067-1
Final Audit Report 2024-07-12
Created: 2024-07-12
By: Terri Abercrombie ([email protected]) Status: Signed
Transaction ID: CBJCHBCAABAAWLHghL6S72Rcr25yBcJAKcztz1OX94oK "Addendum NO 1-CIP 028-2 and CIP 067-1" History
Document created by Terri Abercrombie ([email protected]) 2024-07-12 - 1:00:52 AM GMT
Document emailed to Jason Farag ([email protected]) for signature 2024-07-12 - 1:01:25 AM GMT
Email viewed by Jason Farag ([email protected]) 2024-07-12 - 1:30:51 AM GMT
Document e-signed by Jason Farag ([email protected]) Signature Date: 2024-07-12 - 1:31:08 AM GMT - Time Source: server Agreement completed.
2024-07-12 - 1:31:08 AM GMT
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ADDENDUM No. 2
For
Palomar Street Widening, Phase 2, and Wildomar Cemetery Perimeter Wall, Fencing and ADA Improvements
CIP 028-2 and 067-1
August 15, 2024
The following amendments and clarifications are made to the Plans and Bid Documents for the Palomar Street Widening, Phase 2, and Wildomar Cemetery Perimeter Wall, Fencing and ADA Improvements (CIP 028-2 and CIP 067-1). See revised Bid Schedule (Section B) in the Documents tab of PlanetBids which must be used for the bids.

Item 1 - As-Builts and Soils Report
For additional information regarding existing asphalt thickness sections, As-Builts and soils report have been added to the Documents tab in PlanetBids. The contractor should generally assume existing asphalt concrete varies in thickness between 4" and 8", and removal of all AC, base material, PCC slab under the roadway, and subgrade, to the limits shown on the plans shall be considered as part of the unit cost per Lump Sum of the bid item of Demolition & Removals This is supplemental information only, the contractor shall refer to the plans and specifications for all removals and improvements.

Item 2 - Sections
Existing asphalt sections can be found in the as-builts found in the Documents tab on PlanetBids.

Item 3 - Crack Seal
Crack seal is to be included with the coldmill. Specifically refer to construction note number 25 and the associated details. The Contractor shall assume payment for all work associated with the crack seal work shall be included within bid item 42, and crack seal shall comply with Caltrans specification, Section 37-6 Crack Treatments. There will be no additional compensation for this item.

Item 4 - Leveling Course
The Contractor shall assume up to 15 tons included in Bid item #43.

Item 5 – Plan Sheets Revisions
The City has included multiple plan sheets with corrections as part of this addendum. These plan sheets may be found in the Documents tab of PlanetBids and supersede the corresponding plan sheets issued with the initial Notice of Inviting BidsSee revised Bid Schedule (Section B) which must be used for the bids.

Item – 6 Advanced Notice to Utility Owners
The Contractor must include a minimum of 6 weeks of advanced notice and coordination with Utility Owners to allow for their relocation. The Contractor will not be eligible for any delays or claims for coordination efforts.
635
Item – 7 Gruwell Pavement Section Changes
Along Gruwell Street from STA 7+50 to STA 9+49.12 and STA 10+69.11 to STA 16+42.58 the Contractor must construct pavement section of 2-inch thick ARHM-GG-C surface course(Bid item 45) over 3-inch thick B-PG64-10 HMA base course(Bid item43) over 8-inch thick compacted aggregate base over 12-inch compacted subgrade(Bid item 17). This pavement section is to join at the BCR or ECR inside the Gruwell Street and the intersection of Palomar Street and Gruwell Street will remain as called out on the Layout plans. See revised Bid Schedule (Section B) which must be used for the bids.

Item – 8 Eastern Municipal Water District Utility Protection Along Gruwell Street from STA 14+61 to STA 16+31 contractor to install bid item 19, Pavement Reinforcing Fabric, total of 1,700 SF. The contractor must install the pavement reinforcing fabric at a 10-foot width centered along the EMWD 12” reclaimed water line from STA 14+61 to 16+31. Contractor to omit 12-inch scarification, hand compact the surface only and apply the pavement reinforcing fabric throughout the 170-foot length.

Contractor to coordinate with EMWD to have inspectors on-site if necessary. See revised Bid Schedule (Section B) which must be used for the bids.

Approved By: DATE:

Jason Farag, Public Works Director
Acknowledged By: DATE:

Proposer’s Signature
ADDENDUM NO. 2 MUST BE SIGNED AND RETURNED WITH PROPOSAL 8/14/2024
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PUBLIC WORKS CONTRACT
This contract (“Contract”) is effective as of October 9, 2024, and is between the CITY OF WILDOMAR, a California municipal corporation (“Owner”), and Van Engineering, Inc., a California corporation (“Contractor”), collectively referred to as the “Parties” and individually a “Party.”
Recitals. This Contract is entered into with respect to the following facts:

Owner received Contractor’s Proposal for the Work involved in the Palomar Street Widening, Phase 2, and Wildomar Cemetery Perimeter Wall, Fencing, and ADA Improvements Project CIP 028-2 and 067-1 (“Project”), which is more fully described in the Contract Documents.

Contractor represents and warrants that it is fully qualified to perform all of the Work required to complete the Project.

Contractor agrees to perform all such Work in the time and manner set forth in the Contract Documents.

The City Council has awarded the Contract to Contractor.

Contract Documents. This Contract consists of the following documents (“Contract Documents”), all of which are made a part of this Contract:

Contractor’s Proposal (for reference purposes only)
This Contract
Notice to Proceed
Verification of California Contractor’s License
Contractor’s Certificate Regarding Workers’ Compensation Security for payment (labor and materials)
Security for performance
Certificate(s) of Insurance
Bid Documents (including attached plans and drawings)
Other documents (list here)
Exhibit A – Compensation
Exhibit B – Insurance
670
The Work.

The Work (“Work”) to be performed by Contractor is described in the Contract Documents.

In completing the Work, Contractor must employ, at a minimum, the applicable generally accepted professional standards of its industry in existence at the time of performance as utilized by persons engaging in similar Work.

Except as specifically provided in the Contract Documents, Contractor must furnish, at its sole expense, all of the labor, materials, tools, equipment, services and transportation necessary to perform all of the Work, including any incidental Work that is not expressly shown or described in the Contract Document but is required for the successful completion of the Work.

Contractor must perform all of the Work in strict accordance with the Contract Documents.

Time to Perform the Work.

Commencement Date will be on the date established in the Notice to Proceed. Owner reserves the right to modify or alter the Commencement Date of the Work.

Final Completion Date: Within 240 days of date of Notice to Proceed.

Time is of the essence with respect to Contractor’s Work. Contractor agrees to diligently pursue performance of the Work within the time specified by the Contract Documents.

Contractor will be excused from any delay in performance or failure to perform due to causes beyond the control of Contractor and not reasonably anticipated by the parties.

Such causes include, but are not limited to, acts of God, acts of terrorism, acts of federal, state or local governments, acts of Owner, court orders, fires, floods, epidemics, strikes, embargoes, and unusually severe weather.

If Contractor is delayed by any cause beyond Contractor’s control, Owner may, but is not required to, grant a time extension for the completion of the Work. If delay occurs, Contractor must notify Owner in writing within 48 hours of the cause and identify the extent of the delay, how such delay interferes with Contractor’s performance of the Work, and the impact of the delay on the Project’s schedule’s critical path through the submission of a “Time Impact Evaluation” (TIE).

TIE Format and Contents. Each TIE must include a written narrative and a schedule diagram depicting how the delay or other impact affects other schedule activities. The schedule diagram must show how Contractor proposes to incorporate and mitigate the delay or other impact in the schedule and how it impacts the current schedule update critical path or otherwise. Contractor is also responsible for establishing time extensions based on the TIE’s impact on the critical path. The diagram must be tied to the main sequence of scheduled activities to enable Owner to evaluate the impact of the delay, including any impacted Work activities, to the scheduled critical path. 671
Contractor is responsible for all costs associated with preparing TIE’s, and the process of incorporating TIE’s into the current schedule update.

Liquidated Damage Amounts.

As liquidated damages for delay Contractor must pay Owner $3,500 dollars ($3,500.00) for each calendar day that expires after the time specified for Contractor to achieve Final Completion of the entire Work, until achieved.

Scope of Liquidated Damages.

Contractor and Owner agree that because of the nature of the Project, it would be impractical or extremely difficult to fix the amount of such actual damages incurred by Owner because of a delay in completion of all or any part of the Work. Contractor and Owner agree that specified measures of liquidated damages will be presumed to be the amount of such damages actually sustained by Owner, and that because of the nature of the Project, it would be impracticable or extremely difficult to fix the actual damages.

Liquidated damages for delay will cover administrative, overhead, interest on bonds, and general loss of public use damages suffered by Owner as a result of delay. Liquidated damages will not cover the cost of completion of the Work, damages resulting from Defective Work, lost revenues or costs of substitute facilities, or damages suffered by others who then seek to recover their damages from Owner (for example, delay claims of other contractors, subcontractors, tenants, or other third-parties), and defense costs thereof. Owner may deduct from any money due or to become due to Contractor subsequent to time for completion of entire Work and extensions of time allowed pursuant to this Contract, a sum representing then-accrued liquidated damages.

Compensation and Payment.

Subject to any limitations provided in the Contract Documents, Owner agrees to pay Contractor, as full consideration for the faithful performance and successful completion of all Work under the Contract Documents, including all labor, materials, equipment furnished in connection therewith, the compensation set forth in Exhibit A (“Compensation”), which is made a part of this Contract.

Contractor must furnish to Owner a Pay Estimate for the Work performed in accordance with the Contract Documents. Contractor may not submit a Pay Estimate more often than once every 30 days.

Owner will review each Pay Estimate and determine whether the Work performed is in accordance with the Contract Documents. Owner may require Contractor to provide a release of all undisputed Contract amounts contained in the Pay Estimate.

If Owner disputes any item on a Pay Estimate, Owner will give Contractor notice stating the reasons for the dispute. The Parties will meet and confer in good faith to attempt to resolve the dispute.
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In accord with Public Contract Code § 7201(b), City has determined this project is “substantially complex” and warrants a ten percent (10%) retention amount from all progress payments until all of the project work has been successfully completed and accepted by City.

Except as to any charges for the Work performed that Owner disputes and excluding the Owner’s 10 percent retention on all approved progress payments, Owner will cause Contractor to be paid within 30 days of the date of the Pay Estimate or the date that Contractor furnishes Owner with a release of all undisputed Contract amounts, whichever occurs later. If the Project is paid for in whole or in part with federal funds, progress payments made to Contractor will not be subject to the five-percent retention noted above.

In the event there is any claim specifically excluded by Contractor from the operation of any release, Owner may retain an amount not to exceed the amount of the excluded claim.

Labor Code and Prevailing Wage Requirements.

The contractor agrees to comply with the requirements of California Labor Code sections 1810 through 1815. Eight hours of labor constitutes a legal day’s Work per Labor Code section 1810. Contractor will forfeit the statutory penalty to Owner for each Worker employed in the execution of this Contract by Contractor or any subcontractor for each calendar day during which such Worker is required or permitted to Work more than eight hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Labor Code sections 1810 through 1815.

Copies of the determination of the Director of the Department of Industrial Relations of the prevailing rate of per diem wages for each craft, classification or type of Worker needed to execute this Contract are available for download from the State website:
http://www.dir.ca.gov/OPRL/dprewagedetermination.htm.

Contractor must post at the Work site, or if there is no regular Work site then at its principal office, for the duration of the Contract, a copy of the determination by the Director of the Department of Industrial Relations of the specified prevailing rate of per diem wages. (Labor Code § 1773.2.) When applicable, copies of the prevailing rate of per diem wages will be on file at Owner’s main office and available to Contractor and any other interested party upon request.

Contractor, and any subcontractor engaged by Contractor, must pay not less than the specified prevailing rate of per diem wages to all Workers employed in the execution of the contract. (Labor Code § 1774.) Contractor is responsible for compliance with Labor Code section 1776 relative to the retention and inspection of payroll records.

Contractor must comply with all provisions of Labor Code section 1775. Under Section 1775, Contractor will forfeit the statutory penalty to Owner for each Worker employed in the execution of the Contract by Contractor or any subcontractor for each calendar day, or portion thereof, in which the Worker is paid less than the prevailing rates. Contractor may also be liable to pay the difference between the prevailing wage rates and the amount paid to each Worker for each calendar day, or portion thereof, for which each Worker was paid less than the prevailing wage rate.
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Nothing in this Contract prevents Contractor or any subcontractor from employing properly registered apprentices in the execution of the Contract. Contractor is responsible for compliance with Labor Code section 1777.5 for all apprenticeable occupations. This statute requires that contractors and subcontractors must submit contract award information to the applicable joint apprenticeship committee, must employ apprentices in apprenticeable occupations in a ratio of not less than one hour of apprentice’s Work for every five hours of labor performed by a journeyman (unless an exception is granted under § 1777.5), must contribute to the fund or funds in each craft or trade or a like amount to the California Apprenticeship Council, and that contractors and subcontractors must not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color. Only apprentices defined in Labor Code section 3077, who are in training under apprenticeship standards and who have written apprentice contracts, may be employed on public Works in apprenticeable occupations.

Contractor has reviewed and agrees to comply with any applicable provisions for any public Work subject to Department of Industrial Relations (DIR) Monitoring and Enforcement of prevailing wages, including the registration requirements of Labor Code Section 1771.1(a). Owner hereby notifies Contractor that Contractor is responsible for submitting certified payroll records directly to the State Compliance Monitoring Unit (CMU). For further information concerning compliance monitoring please visit the website location at: http://www.dir.ca.gov/dlse/cmu/cmu.html.

Contractor must comply with Labor Code section 1771.1(a), which provides that Contractor may award any contracts and subcontracts for Work that qualifies as a “public Work” only to subcontractors which are at that time registered and qualified to perform public Work pursuant to Labor Code Section 1725.5. Contractor must obtain proof of such registration from all such subcontractors. Where the prime contract is less than $15,000 for maintenance Work or less than $25,000 for construction, alternation, demolition or repair Work, such registration is not required.

In addition to submitting the certified payrolls and related documentation to the City, the contractor and all subcontractors are required to submit certified payroll and related documents electronically to the California Department of Industrial Relations (DIR). Failure to submit payrolls to the DIR when mandated by the Project parameters will also result in the withholding of progress, retention and final payment. Certified payroll information for this project must be submitted electronically through LCPtracker. No hard copy payrolls will be accepted.

No contractor or subcontractor may be listed on a bid proposal for a public Works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

Non-Discrimination. Contractor, its officers, agents, employees, and subcontractors may not discriminate in the employment of persons to perform the Work in violation of any federal or state law prohibiting discrimination in employment, including based on the race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, of any person, except as provided under California Government Code section 12940. 674
Contractor is responsible for compliance with this section, and must include these nondiscrimination provisions in all subcontracts for performance of the Work.

General Legal Compliance.

In performing the Work, Contractor must comply with all applicable federal, state, and local statutes, laws, regulations, and ordinances including, but not limited to, OSHA requirements.

Contractor must, at Contractor’s sole expense, obtain all necessary permits and licenses required for the Work, and give all necessary notices and pay all fees and taxes required by law.

Contractor must maintain a valid California Contractor’s License throughout the term of this Contract.

Clayton and Cartwright Act Assignments. In entering into this Contract or a contract with a subcontractor to supply goods, services, or materials pursuant to this Contract for the Project, Contractor and any subcontractor will be deemed to have offered and agreed to assign to Owner all rights, title, and interest in and to 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 California Business and Professions Code), arising from purchases of goods, services, or materials for the Project. This assignment will be deemed made and will become effective at the time Owner tenders final payment to Contractor, without further acknowledgement by the Parties.

Independent Contractor. Contractor is and will at all times remain as to Owner a wholly independent contractor. Neither Owner nor any of its officers, employees, or agents will have control over the conduct of Contractor or any of Contractor’s officers, employees, agents or subcontractors, except as expressly set forth in the Contract Documents. Contractor may not at any time or in any manner represent that it or any of its officers, employees, agents, or subcontractors are in any manner officers, employees, agents or subcontractors of Owner.

Indemnification.

Contractor agrees to the fullest extent permitted by law (including, without limitation, California Civil Code section 2782) to (1) immediately defend, (2) indemnify, and (3) hold harmless Owner and its officers, directors, employees, agents, contractors, consultants, and other parties Working on Owner’s behalf (collectively, “Owner indemnified parties”) from and against, any and all claims and liabilities, regardless of the nature or type, that directly or indirectly arise out of, pertain to, or relate to performance of the Work under this Contract by Contractor, or its officers, employees, agents, or subcontractors committed in performing any Work under this Contract or the failure to comply with any of the obligations of this Contract, resulting from any cause whatsoever except for the sole negligence, active negligence, of willful misconduct of Owner (collectively, “Claims”). The Claims subject to Contractor’s duties to defend and indemnify include, without limitation, all claims, actions, causes of action, proceedings, suits, losses, damages, penalties, fines, judgments, liens, levies, and associated investigation and administrative expenses. Such 675
Claims also include defense costs, including reasonable attorneys’ fees and disbursements, expert fees, court costs, and costs of alternative dispute resolution.

Contractor’s duty to defend is a separate and distinct obligation from Contractor’s duty to indemnify. Contractor is obligated to defend Owner in all legal, equitable, administrative, or special proceedings, with counsel approved by Owner, immediately upon tender to Contractor of the Claim in any form or at any stage of an action or proceeding, whether or not liability is established. An allegation or determination that persons other than Contractor are responsible for the Claim does not relieve Contractor from its separate and distinct obligation to defend under this section. The obligation to defend extends through final judgment, including exhaustion of any appeals. The defense obligation includes an obligation to provide independent defense counsel if Contractor asserts that liability is caused in whole or in part by the negligence or willful misconduct of any Owner indemnified party. If it is finally adjudicated that liability was caused by the sole negligence, active negligence, or willful misconduct of any Owner indemnified party, then Contractor may submit a claim to Owner for reimbursement of reasonable attorneys’ fees and defense costs in proportion to the established comparative liability of the Owner indemnified party.

Contractor agrees that its defense and indemnification obligation under this section, includes the reasonable costs of attorneys’ fees incurred by the Owner’s legal counsel to monitor and consult with Contractor regarding the defense of any Claims, including providing direction with regard to strategy, preparation of pleadings, settlement discussions, and attendance at court hearings, mediations, or other litigation related appearances. Owner will use its best efforts to avoid duplicative attorney Work or appearances in order to keep defense costs to a reasonable minimum.

Contractor agrees that settlement of any Claim will require the consent of Owner. Owner agrees that its consent will not be unreasonably withheld provided that Contractor is financially able (based on demonstrated assets) to fulfill its obligation to indemnify Owner for the costs of any such settlement as required under this Contract.

Contractor’s obligation to indemnify Owner applies unless it is finally adjudicated that the liability was caused by the sole, negligence, active negligence, or willful misconduct of a Owner indemnified party. If a Claim is finally adjudicated and a determination made that liability was caused by the sole negligence, active negligence, or willful misconduct of an Owner indemnified party, then Contractor’s indemnification obligation will be reduced in proportion to the established comparative liability.

For the purposes of this section, “Owner” includes the City of Wildomar’s officers, officials, board members, employees and agents.

The provisions of this section will survive the expiration or earlier termination of this Contract.

Insurance. Contractor agrees to have and maintain in full force and effect during the term of this Contract the insurance coverages listed in Exhibit B (“Insurance”), which is made a part of this Contract.
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Notice.

All written notices required or permitted to be given under this Contract will be deemed made when received by the other Party at its respective address as follows:

To Owner: City of Wildomar
23873 Clinton Keith Road, Suite 110
Wildomar, CA 92595
Attention: Jason Farag, Public Works Director
Phone: (951) 677-7751 ext.219
Fax: (951) 698-1463
Email: [email protected]
To Contractor:Van Engineering, Inc.
24046 Clinton Keith Rd., Ste 101-179
Attention Vincenzo Nanci
Phone: (951) 760-8825
Email: [email protected]
Notice will be deemed effective on the date personally delivered or transmitted by facsimile, or such other electronic means as may be agreed to by the parties. If the notice is mailed, notice will be deemed given three days after deposit of the same in the custody of the United States Postal Service, postage prepaid, for first class delivery, or upon delivery if using a major courier service with tracking capabilities.

Any Party may change its notice information by giving notice to the other Party in compliance with this section, before the change in notice information becomes effective.

Owner Rights of Termination and to Complete the Work.

Termination for Cause (Default). The occurrence of any of the following is a default by Contractor under this Contract:

The contractor refuses or fails to prosecute the Work or any part thereof with such diligence as will ensure its completion within the time specified or any permitted extension.

Contractor fails to complete the Work on time.

Contractor is adjudged bankrupt, or makes a general assignment for the benefit of creditors, or a receiver is appointed on account of Contractor’s insolvency.

Contractor fails to supply enough properly skilled Workers or proper materials to complete the Work in the time specified.

Contractor fails to make prompt payment to any subcontractor or for material or labor.

Contractor fails to abide by any applicable laws, ordinances or instructions of Owner in performing the Work.
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Contractor breaches or fails to perform any obligation or duty under the Contract and such breach or failure remains uncorrected following Owner’s notice to Contractor of the breach.

Upon the occurrence of a default by Contractor, Owner will serve a written notice of default on Contractor specifying the nature of the default and the steps needed to correct the default. Unless Contractor cures the default within 10 days after the service of such notice of default, or makes satisfactory arrangements acceptable to Owner for the correction or elimination of such default, as determined by Owner, Owner may thereafter terminate this Contract by serving written notice termination on Contractor. In such case, Contractor will not be entitled to receive any further payment, except for Work actually completed prior to such termination in accordance with the provisions of the Contract Documents.

In event of any such termination, Owner will also immediately serve written notice of the termination upon Contractor’s surety. The surety will have the right to take over and perform pursuant to this Contract; provided, however, that if the surety does not give Owner written notice of its intention to take over and perform this Contract within five days after service of the notice of termination or does not commence performance within 10 days from the date of such notice, Owner may take over the Work and prosecute the same to completion by separate contract or by any other method Owner may deem advisable, at the sole cost and expense of Contractor. Contractor and the surety will be liable to Owner for any and all excess costs or other damages incurred by Owner in completing the Work.

If Owner takes over the Work as provided in this Section, Owner may, without liability for so doing, take possession of, and utilize in completing the Work, such materials, appliances, plant, and other property belonging to Contractor as may be on the site of the Work and necessary for the completion of the Work.

If Owner takes over the Work, Owner may also take possession of outstanding materials on order for the completion of the project, upon payment to the vendor. All excess costs incurred by Owner in obtaining such materials, will be the responsibility of the Contractor.

Termination for Convenience. Owner may terminate performance of the Work under the Contract in accordance with this clause in whole, or from time to time in part, if Owner determines that termination is in Owner’s best interest. Termination will be effected by Owner delivering to Contractor notice of termination specifying the extent to which performance of the Work under the Contract is terminated, and the effective date of the termination.

Contractor must comply with Owner’s direction regarding the effective date of the termination, the extent of the termination, and must stop Work on the date and to the extent specified.

Contractor will be entitled to a total payment on account of the Contract Work so terminated, measured by (i.) the actual cost to Contractor for Work actually performed, up to the date of the termination, with profit and overhead limited to twelve percent (12%) of actual cost of Work performed, and (ii.) offset by payments made and other Contract credits. In connection with any such calculation; provided, however, Owner retains all 678
rights and remedies under the Contract including, without limitation, claims, indemnities, setoffs/offsets, or back charges.

Under no circumstances may Contractor recover legal costs of any nature, nor may Contractor recover costs incurred after the date of the termination.

Project Documents. All product/material data sheets, shop drawings, submittals, submittal logs, samples, invoices, purchase orders, operation and maintenance manuals and instructions, RFIs, RFI logs, maps, models, notes, photographs, reports, studies and other documents (collectively, “Project Documents”) prepared, developed or discovered by Contractor in the course of performing any of the Work under this Contract will become the sole property of Owner. Upon the expiration or termination of this Contract, Contractor must turn over all original Project Documents to Owner in its possession, but may retain copies of any of the Project Documents it may desire.

Change Orders and Claims
The Public Contract Code including, without limitation, Section 7105(d)(2), and Government Code section 930.2 and following, apply to all procedures for changes, time extensions, change orders (time or compensation) and claims.

Any change, waiver, or omission to implement the contract change order and claim procedures will have no legal effect unless expressly permitted in a fully executed change order approved by Contractor and Owner.

Resolution of Construction Claims (PCC § 20104 and following) Public Contract Code section 20104 and following, specifies required provisions on resolving contract claims less than $375,000, which are set forth below, and constitute a part of this Contract.

For the purposes of this section, “claim” means a separate demand by Contractor of $375,000 or less for (1) a time extension, (2) payment or money or damages arising from Work done by or on behalf of Contractor arising under the Contract Documents and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled to, or (3) an amount the payment of which is disputed by Owner. In order to qualify as a claim, the written demand must state that it is a claim submitted under Section 17 of the Contract and be submitted in compliance with all requirements of this Section.

Separate Contractor claims that together total more than $375,000 do not qualify as a “separate demand of $375,000 or less,” as referenced above, and are not subject to this Section.

A voucher, invoice, payment application, or other routine or authorized form of request for payment is not a claim for purposes of this section. If such request is disputed as to liability or amount, then the disputed portion of the submission may be converted to a claim under this section by submitting a separate claim in compliance with Contract Documents claim submission requirements.
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This section does not apply to tort claims, and nothing in this section is intended nor may it be construed to change the time periods for filing tort claims or actions specified by Chapter 1 and Chapter 2 of Part 3 of Division 3.6 of Title 1 of the Government Code.

Claims Procedure under Public Contract Code § 20104 and following:

The claim must be in writing, submitted in compliance with all requirements of the Contract including, without limitation, the time prescribed by and including the documents necessary to substantiate the claim. Claims must be filed on or before the day of final payment. Nothing in this section is intended to extend the time limit or supersede notice requirements for the filing of claims under the Contract.

For claims of fifty thousand dollars ($50,000) or less, Owner will respond in writing within 45 days of receipt of the claim, or Owner may request in writing within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to any defenses or claims Owner may have against Contractor. If additional information is thereafter required, it must be requested and provided in accordance with this section upon mutual agreement of Owner and Contractor. Owner’s written response to the claim, as further documented, must be submitted to Contractor within 15 days after receipt of further documentation or within a period of time no greater than taken by Contractor in producing the additional information, whichever is greater.

For claims over Fifty Thousand Dollars ($50,000) and less than or equal to $375,000:

Owner will respond in writing within 60 days of receipt of the claim, or Owner may request in writing within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to any defenses or claims Owner may have against Contractor. If additional information is thereafter required, it must be requested and provided in accordance with this section, upon mutual agreement of Owner and Contractor; Owner’s written response to the claim, as further documented, must be submitted to Contractor within 30 days after receipt of further documentation or within a period of time no greater than taken by Contractor in producing the additional information, whichever is greater.

Meet and Confer: If Contractor disputes Owner’s written response, or Owner fails to respond within the time prescribed above, Contractor must notify Owner, in writing, either within 15 days of receipt of Owner’s response or within 15 days of Owner’s failure to timely respond, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon demand Owner will schedule a meet and confer conference within 30 days for settlement of the dispute. Following the meet and confer conference, if the claim or any portion remains in dispute, Contractor may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed will be tolled from the time Contractor submits its written claim as set forth in this section, until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process.

Claims Process under Public Contract Code § 9204:

Upon receipt of a claim pursuant to this section, Owner must conduct a reasonable review of the and, within a period not to exceed 45 days, must provide the Contractor a written 680
statement identifying what portion of the claim is disputed and what portion is undisputed.

Upon receipt of a claim, Owner and Contractor may, by mutual agreement, extend the time period provided in this subsection.

The Contractor must furnish reasonable documentation to support the claim.

If Owner needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, Owner will have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.

Any payment due on an undisputed portion of the claim will be processed and made within 60 days after Owner issues its written statement. If Owner fails to issue a written statement, subsection 17.6.3 above will apply.

If the Contractor disputes Owner’s written response, or if Owner fails to respond to a claim issued pursuant to this section within the time prescribed, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute.

Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, Owner will schedule a meet and confer conference within 30 days for settlement of the dispute.

Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, Owner must provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after Owner issues its written statement. Any disputed portion of the claim, as identified by the Contractor in writing, will be submitted to nonbinding mediation, with Owner and the Contractor sharing the associated costs equally. Owner and Contractor must mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party will select a mediator and those mediators will select a qualified neutral third party to mediate with regard to the disputed portion of the claim.

Each party will bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute will be subject to applicable procedures outside this section.

For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized must conform to the timeframes in this section.

This section does not preclude a public entity 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.
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Failure by Owner to respond to a claim from contractor within the time periods described in this section or to otherwise meet the time requirements of this section will result in the claim being deemed rejected in its entirety. A claim that is denied by reason of Owner’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, will not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the Contractor.

Amounts not paid in a timely manner as required by this section will bear interest at seven percent per annum.

If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against Owner because privity of contract does not exist, the contractor may present to Owner a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on its own behalf or on behalf of a lower tier subcontractor, that the Contractor present a claim for Work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to Owner must furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the Contractor must notify the subcontractor in writing as to whether the Contractor presented the claim to Owner and, if the Contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.

General Provisions.

Authority to Execute. Each Party represents and warrants that all necessary action has been taken by such Party to authorize the undersigned to execute this Contract and to bind it to the performance of its obligations.

Assignment. Contractor may not assign this Contract without the prior written consent of Owner, which consent may be withheld in Owner’s sole discretion since the experience and qualifications of Contractor were material considerations for this Contract.

Third Party Beneficiaries. Contractor’s subcontractor must agree to be bound to the terms of the Contract Documents to the extent of their scope of Work, including but not limited to, terms regarding indemnity and dispute resolution, and must agree that Owner is deemed an express third party beneficiary of their subcontracts. Nothing in this Contract, however, shall operate to confer such or similar rights or benefits on persons or entities not party to this Contract.

Binding Effect. This Contract is binding upon the heirs, executors, administrators, successors and permitted assigns of the Parties.

Integrated Contract. This Contract, including the Contract Documents, is the entire, complete, final and exclusive expression of the Parties with respect to the Work to be performed under this Contract and supersedes all other agreements or understandings, whether oral or written, between Contractor and Owner prior to the execution of this Contract.
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Modification of Contract. No amendment to or modification of this Contract will be valid unless made in writing and approved by Contractor and by the Board of Directors of Owner or Owner Manager, as applicable. The Parties agree that this requirement for written modifications cannot be waived and that any attempted waiver will be void.

Audit/Inspection Of Records. Contractor shall maintain all documents and records prepared by or furnished to Contractor during the course of performing the Work for at least three (3) years following completion of the Work. Such records include, but are not limited to, correspondence, internal memoranda, calculations, books and accounts, accounting records and job cost reports/data documenting all labor, materials, equipment and Work furnished under this Contract, and invoices, payrolls, records and all other data related to matters covered by this Contract. Contractor shall permit Owner to audit, examine and make copies, excerpts and transcripts from any such records, and Contractor shall in no event dispose of, destroy, alter, or mutilate said books, records, accounts, and data in any matter whatsoever for three (3) years after Owner makes the final or last payment or within three (3) years after any pending issues and disputes between Owner and Contractor regarding this Contract Agreement are resolved, whichever is later.

Counterparts, Electronic Signatures. This Contract may be executed in several counterparts, each of which will be deemed an original, and all of which, when taken together, constitute one and the same instrument. This Contract and any amendments will be considered executed when the signature of a party is delivered by electronic transmission. Such electronic signature will have the same effect as an original signature.

Waiver. Waiver by any Party of any term, condition, or covenant of this Contract will not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Contract will not constitute a waiver of any other provision, or a waiver of any subsequent breach or violation of any provision of this Contract.

Acceptance by Owner of any Work performed by Contractor will not constitute a waiver of any of the provisions of this Contract.

Interpretation. This Contract will be interpreted, construed and governed according to the laws of the State of California. Each party has had the opportunity to review this Contract with legal counsel. The Contract will be construed simply, as a whole, and in accordance with its fair meaning. It will not be interpreted strictly for or against either party.

Severability. If any term, condition or covenant of this Contract is declared or determined by any court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this Contract will not be affected and the Contract will be read and construed without the invalid, void or unenforceable provision.

Governing Law and Venue. This Contract shall be deemed to have been executed in the City where the Project is located. Enforcement of this Agreement shall be governed by the laws of the State where the Project is located, excluding its conflict of laws rules. In the event of litigation between the parties, venue in state trial courts will be in the County of Riverside.

The Parties have caused this Contract to be executed by their undersigned authorized agents as follows:
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OWNER: CITY OF WILDOMAR

Daniel A. York, City Manager
ATTEST:

Janet Morales, City Clerk

APPROVED AS TO FORM

Thomas D. Jex, City Attorney
CONTRACTOR: VAN ENGINEERING, INC.
(If not an individual, two signatures are required)

Name and Title

Name and Title
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EXHIBIT A

COMPENSATION
The total compensation under this Contract may not exceed:

The sum of Seven Million Six Hundred Ninety-Five Thousand Six Hundred NinetyThree Dollars and Zero Cents ($7,695,693.00). 685

EXHIBIT B

INSURANCE
B. General Requirements. Contractor must procure and maintain in full force and effect during the term of this Contract the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below:

Type of Insurance Limits (combined single)
Commercial General Liability $4,000,000
Business Automobile Liability $1,000,000
Workers’ Compensation Statutory Requirements
Pollution Liability Insurance As stated below

2. Commercial General Liability Insurance. This policy must meet or exceed the requirements of Insurance Services Office (ISO) CGL Form No. CG 00 01. The amount of insurance set forth above will be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. The insurance must be on an “occurrence” not a “claims-made” basis. Defense costs must be paid in addition to limits. There must be no cross-liability exclusion for claims or suits by one insured against another. Limits may be no less than $2,000,000 per occurrence for all covered losses, and no less than $4,000,000 general aggregate.

Liability policies must be endorsed to name Owner, its officials, employees and agents as “additional insureds” under the insurance coverage.

Additional Insured
The Entity, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

Primary Insurance
For any claims related to this project, the Contractor’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the Entity, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the Entity, its officers, officials, employees, or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.
686
Coverage must be applicable to Owner for injury to employees of Contractor, subcontractors, agents or others performing any part of the Work required under this Contract. Each policy must be endorsed to provide a separate limit applicable to this Project.

The Commercial General Liability policy must not contain any endorsements limiting coverage beyond the basic policy coverage for any of the following:

1. Explosion, collapse or underground hazard (XCU);

2. Products and completed operation;

3. Public liability;

3. Pollution liability; or

4. Contractual liability.

3. Business Auto Coverage. This policy must be on ISO Business Auto Coverage Form CA 00 01 including symbol 1 (Any Auto) and Endorsement CA 0025, or equivalent forms approved in writing by Owner. Limits must not be less than $1,000,000 per accident, combined single limit, or if Contractor neither leases nor owns vehicles, this requirement may be satisfied by a nonowned auto endorsement to the general liability policy described above. If Contractor or Contractor’s employees will use personal autos in any way on this Project, Contractor must provide evidence of personal auto liability coverage for each such person.

4. Workers Compensation. Contractor must have a State of California approved policy form providing the statutory benefits required by law with employer’s liability limits of no less than $1,000,000 per accident for all covered losses, or Contractor must provide evidence of an approved self-insurance program.

5. Pollution Liability Insurance. Pollution/Environmental Impairment Liability Insurance must be written on a Contractor’s Pollution Liability form or other form acceptable to Agency providing coverage for liability arising out of sudden, accidental and gradual pollution and remediation. The policy limit must be no less than $5,000,000 per claim and in the aggregate. All activities contemplated in this Contract must be specifically scheduled on the policy as “covered operations.” The policy must provide coverage for the hauling of waste from the project site to the final disposal location, including non-owned disposal sites.

6. Other Insurance; Revisions to Insurance. Contractor may be required to obtain such other insurance coverage as may be required by applicable law or by Owner. Owner reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving Contractor 60 days advance written notice of such change. If such change results in substantial additional cost to Contractor, Owner and Contractor may renegotiate Contractor’s compensation.

7. Acceptable Insurers. All required insurance policies must be issued by an insurance company currently authorized by the California Insurance Commissioner to transact the business of insurance in the State of California, with an assigned policyholders’ Rating of A- (or 687
higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the Owner’s Risk Manager or General Counsel.

8. Excess or Umbrella Liability Insurance (Over Primary). If an excess or umbrella liability policy is used to meet limit requirements, the insurance must provide coverage at least as broad as specified for the underlying coverages. Any such coverage provided under an excess or umbrella liability policy must include a “drop-down provision” providing primary coverage above a maximum $25,000 self-insured retention for liability not covered by primary but covered by the umbrella. Coverage must be provided on a “pay-on-behalf” basis, with defense costs payable in addition to policy limits. There may be no cross-liability exclusion precluding coverage for claims or suits by one insured against another. Coverage must be applicable to Owner for injury to employees of Contractor, its subcontractors or others performing Work to satisfy Contractor’s obligations under this Contract. The scope of coverage provided is subject to approval of Owner following receipt of proof of insurance as required herein. Limits are subject to review, but in no event may be less than $4,000,000 per occurrence and aggregate.

9. Certificates of Insurance and Endorsements. Prior to commencing any Work under this Contract, Contractor must file with the Owner Certificates of Insurance and Endorsements evidencing the existence of all insurance required by this Contract, along with such other evidence of insurance or copies of policies as may reasonably be required by Owner. Such Certificates of Insurance and Endorsements must be in a form approved by Owner’s legal counsel. Contractor must maintain current certificates and endorsements on file with Owner during the term of this Contract reflecting the existence of all required insurance. Each of the certificates must expressly provide that no material change in the policy, or termination thereof, will be effective except upon 30 days’ prior written notice to Owner.

10. Failure to Maintain Required Insurance. If Contractor, for any reason, fails to have in place at all times during the term of this Contract all of the required insurance coverage, Owner may obtain such coverage at Contractor’s expense and deduct the cost from the sums due Contractor.

11. Effect of Coverage. The existence of the required insurance coverage under this Contract will not be deemed to satisfy or limit Contractor’s indemnity obligations under this Contract.

12. Higher Limits of Insurance. If the contractor maintains broader coverage and/or higher limits than the minimums shown above for all policies, the Entity requires and shall be entitled to the broader coverage and/or higher limits maintained by the contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the Entity.

13. Waiver of Subrogation. Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the Entity has received a waiver of subrogation endorsement from the insurer. However, the Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the Entity for all work performed by the Contractor, its employees, agents and subcontractors.
688
VERIFICATION OF CALIFORNIA CONTRACTOR’S LICENSE
I certify, under penalty of perjury, that I have a valid California Contractor’s license issued pursuant to Business and Professions Code section 7000 and following, and was so licensed at the time that the bid was awarded:

California Contractor’s License:

License Number Class Expiration Date

CONTRACTOR (PRINT OR TYPE)
Date Signature
(Public Contract Code § 6100)
689
CERTIFICATE REGARDING WORKERS’

COMPENSATION
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for Workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work of this contract.

Name (print or type)
Date Signature
690

PERFORMANCE BOND
On , the City of Wildomar, a California municipal
corporation (“OWNER”), awarded a contract (“Contract”) to (“CONTRACTOR” or
“PRINCIPAL”), for the Work (“Work”) identified as
The Contract and related documents (“Contract Documents”) are incorporated and made a part of this performance bond.

Under the Contract, CONTRACTOR is required to furnish this bond providing for the faithful performance of the Work
NOW, THEREFORE, we, CONTRACTOR, as PRINCIPAL, and
,
a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto OWNER, in the sum of dollars
($ ), lawful money of the United States of America, this sum being not less than one hundred percent (100%) of the estimated amount payable by OWNER under the terms of the Contract , PRINCIPAL and SURETY, bind ourselves and our heirs, executors, administrators, successors and assigns, jointly and severally, by this instrument.

BOND CONDITIONS

1. PRINCIPAL will perform the Work the identified in the Contract. OWNER has estimated the required amount of the bond as shown above.

2. PRINCIPAL’s performance of the Work will be done in accordance with the Contract Documents. Should PRINCIPAL fail to satisfactorily complete all required Work within the time allowed, OWNER may, at its sole discretion, either (1) cause all required Work to be done and the parties executing this bond will be firmly bound for the payment of all necessary costs for the performance of this Work or (2) make demand upon the SURETY to complete the required Work in which event the SURETY will commence completion of the Work within 30 days of the OWNER’S demand unless otherwise agreed in a writing signed by the parties.

3. PRINCIPAL will guarantee the Work against any defective Work, labor or materials for a period of one year following the completion and acceptance of the Work by OWNER.

4. This bond is conditioned upon and guarantees due compliance with all applicable law.

5. SURETY agrees that no changes, extensions of time, alteration or modification of the Contract or of the obligations to be performed thereunder will in any way affect its obligation on this bond, and waives notice of any such change, extension of time, alteration or modification of the Contract or of the obligations to be performed. Furthermore, SURETY expressly waives the provisions of California Civil Code sections 2845 and 2849. 691

6. This bond consists of this instrument, the Contract and Contract Documents referenced above, and the following two attached exhibits, all of which are incorporated herein by reference:

A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY’s representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY’s certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted.

7. In case suit is brought upon this bond, the court will award and SURETY must pay, in addition to the face amount of this bond, all costs and reasonable attorney’s fees incurred by OWNER in successfully enforcing any obligation under this bond.

IN WITNESS THEREOF, we have hereunto set our hands and seals this day of , 20 .

PRINCIPAL
By
Title
Address
Telephone Number
Signature
692
SURETY
By
Title
Address
Telephone Number
Signature
* ALL SIGNATURES ON THIS PERFORMANCE BOND MUST BE NOTARIZED USING APPROPRIATE 8½” x 11” NOTARY ACKNOWLEDGEMENT FORM.
** Appropriate modifications will be made to this form if the bond is being furnished for the performance of an act not provided for by agreement. *** Corporations must affix corporate seal.
693

PAYMENT BOND
On , the City of Wildomar, a California municipal
corporation (“OWNER”), awarded a contract (“Contract”) to (“CONTRACTOR” or
“PRINCIPAL”), for the Work (“Work”) identified as
PRINCIPAL is required to furnish a bond under the Contract to secure the payment of claims of laborers, mechanics, material persons, and other persons as provided by law.

PRINCIPAL and
, a corporation incorporated under the laws of the
State of and licensed by the State of California to
execute bonds and undertakings as sole surety (“SURETY”), are held and firmly bound unto OWNER in the sum of
dollars ($ ),
lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument.

BOND CONDITIONS

1. PRINCIPAL will construct the Work identified in the Contract. Such performance will be in accordance with the Contract Documents identified in the Contract, which are hereby incorporated and made a part of this bond. OWNER has estimated the required amount of the bond as shown above.

2. If PRINCIPAL, its heirs, executors, administrators, successors, assigns or subcontractors fail to pay any of the persons named in California Civil Code section 3181, or any amounts due under the California Unemployment Insurance Code with respect to Work or labor performed under the Contract, or any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and its subcontractors under Unemployment Insurance Code section 13020, with respect to Work or labor performed under the Contract, SURETY will pay for the same in an amount not exceeding the penal sum specified in this bond.

3. This bond inures to the benefit of any of the persons named in Civil Code section 3181 so as to give a right of action to such persons or their assigns in any suit brought upon this bond. In case suit is successfully brought upon this bond, SURETY further agrees to pay all reasonable attorneys’ fees and costs in an amount fixed by the court.

4. This bond is conditioned upon and guarantees due compliance with all applicable law.

5. SURETY agrees that no changes, extensions of time, alteration or modification of the Contract or of the obligations to be performed thereunder will in any way affect its obligation on this bond, and waives notice of any such change, extension of time, alteration or modification of 694
the Contract or of the obligations to be performed. Furthermore, SURETY expressly waives the provisions of California Civil Code sections 2845 and 2849.

6. This bond consists of this instrument, the Contract and Contract Documents referenced above, and the following two attached exhibits, all of which are incorporated herein by reference:

IN WITNESS THEREOF, we have hereunto set our hands and seals this day of , 20 .

PRINCIPAL
By
Title
Address
Telephone Number
Signature
695
SURETY
By
Title
Address
Telephone Number
Signature
* ALL SIGNATURES ON THIS PAYMENT BOND MUST BE NOTARIZED USING APPROPRIATE 8½” x 11” NOTARY ACKNOWLEDGEMENT FORM. ** Appropriate modifications will be made to this form if the bond is being furnished for the performance of an act not provided for by agreement. *** Corporations must affix corporate seal.
696
TASK AGREEMENT #CIP 028-2, 067-1
Geocon West, Inc.

TO PROFESSIONAL ON-CALL

GEOTECHNICAL AND MATERIAL TESTING SERVICES
Palomar St. Widening Project, Phase 2, and Cemetery Improvements, Phase 1 CIP 028-2 and CIP 067-1
This TASK AGREEMENT is made this 11th day of September, 2024, by and between the City of Wildomar, a municipal corporation, hereinafter called “CITY” and Geocon West, Inc., hereinafter called “CONSULTANT”.

1. This TASK AGREEMENT includes all of the terms and conditions contained in that certain Agreement for Services (ON-CALL AGREEMENT), executed by the parties and approved by the Wildomar City Council on July 13, 2022.

2. SCOPE OF SERVICES. CONSULTANT shall provide Quality Assurance Testing and professional engineering services for the CITY as required for CIP 028-2 and CIP 067-1 (Palomar St. Widening Project, Phase 2, and Cemetery Improvements, Phase 1). These services shall include, but may not be limited to, the scope of work outlined in the CONTRACTOR’s proposal shown in Exhibit “A”, attached hereto.

3. PRICE. The services shall be provided on a time and materials basis, based on Exhibit “B”, Compensation, of the ON-CALL AGREEMENT.

4. SCHEDULE. The services shall be provided on a schedule as requested by the CITY and agreed to by CONSULTANT.
697
IN WITNESS WHEREOF, the parties have executed this Agreement on the dates indicated below.

Dated: ______________________, 2024 Dated:_____________________, 2024

CITY OF WILDOMAR,
a municipal corporation
By_______________________________
Signature
_______________________________
Name and Title

CONSULTANT
By______________________________
Signature
________________________________
Name and Title
698
Exhibit “A”
699
41571 Corning Place #101 ■ Murrieta, California 92562 ■ Telephone 951.304.2300 ■ www.geoconinc.com Proposal No. MU-24-1244-P-GS
REVISED September 3, 2024
Mr. Jason Farag
City of Wildomar
23873 Clinton Keith Road, Suite 201
Wildomar, California 92595
Subject: PROPOSAL FOR GEOTECHNICAL OBSERVATION, CONCRETE SAMPLING AND

MATERIALS TESTING SERVICES DURING ROADWAY CEMETERY

IMPROVEMENTS & PALOMAR STREET WIDENING
CIP 67-1 & 28-2

WILDOMAR, CALIFORNIA
Mr. Farag:

Geocon West, Inc. (Geocon) is pleased to present this proposal to provide geotechnical observation, masonry inspection, concrete sampling and materials testing services for improvement construction within Wildomar Cemetery, along Palomar Road from northwest of Ione Lane to southeast of Wildomar Trail, Gruwell Street and Wildomar Trail near Palomar Drive, and at Wildomar Channel at Wildomar Trail, in Wildomar California. This proposal was prepared based on information provided in the project Bid Documents and plans, and Geocon’s experience with similar projects.

An overall construction duration of 240 days is provided in the Specifications. We understand that the construction work will be performed within 200 of those days. A construction schedule was not available at the time of this proposal. Geocon should be provided with the opportunity to revise this estimate once the schedule becomes available.

This proposal is based on the separate construction items, concurrent construction is expected to reduce the cost of Geocon’s services because multiple items can be inspected/tested in a single visit. We endeavored to include the services expected for the project. Please inform Geocon if any of the line items will not be required. The total time estimate provides Geocon services for approximately 31 percent of the time during construction. Our services will be provided on a time and materials basis.in accordance with the Agreement for Professional Services signed by Geocon on June 28, 2022, between the City of Wildomar and Geocon.

SCOPE OF SERVICES
Geotechnical Observation & Testing
• Provide an Engineering Field Technician/Inspector on an on-call, as-needed basis during the project duration as directed by the City of Wildomar to provide inspection and sampling during cemetery improvements (masonry inspection and miscellaneous geotechnical observation & testing) Palomar Road widening (grading, flatwork subgrade, aggregate base, asphalt paving, slurry seal, PCC sampling and testing, and laboratory testing), and culvert replacement at 700
Geocon Proposal No. MU-24-1244-P-GS - 2 - REVISED September 3, 2024 Wildomar Channel and Wildomar Trail. The Technician will be equipped with a vehicle and sufficient field-testing equipment to provide test results and collect samples for laboratory testing.
• Provide an ACI Field Technician on an on-call, as-needed basis during the project duration as directed by the City of Wildomar to provide sampling of PCC concrete. We have assumed that multiple concrete items will be placed in each placement. We have estimated 5 placements will require inspection & sampling.
• Perform inspection of cracks seal and slurry seal operations. Geocon routinely provides this service for RCTD and has included a budget to provide slurry seal inspection for this project. • Perform laboratory testing related to the project in accordance with the requirements of the city of Wildomar, Green Book, and the project’s Special Provisions. An estimate for these services is provided in Table I, below. The actual cost for laboratory tests would be invoiced in accordance with the attached 2022 Schedule of Fees with 3%/yr escalation. • Provide as-needed professional consultation, project management, and construction support services during construction. This includes mix design reviews, attending project meetings, corresponding with the project design and construction management team, scheduling and coordination, etc.
• Prepare a final report of geotechnical inspection and testing services. The report will include a summary of field and laboratory test results and any deviations from project requirements.

ESTIMATED FEES
We will furnish the personnel, transportation, materials, supplies and equipment necessary to perform these services in accordance with the current 2022 Schedule of Fees. A detailed estimate for this project is provided in Table 1 below. Please note that this is a time and materials estimate based on our experience with similar projects. Geocon will only bill for the time and services spent on the project in accordance with the Schedule of Fees.
701
Geocon Proposal No. MU-24-1244-P-GS - 3 - REVISED September 3, 2024 Table 1 – Fee Estimate
Personnel Rate Qty Estimate
PreConstruction Activities
Attendance at a Pre-Construction Meeting Field Supervisor $120.00 1 $120.00 Mix Design Review Project Engineer $143.22 4 $572.88
subtotal: $692.88
Construction Activities
Observation and Testing during Construction
Miscellaneous Utility adjustments & Relocation Engineering Technician $115.00 16 $1,840.00 Grading for Roadway Widening - 8 days estimated Engineering Technician $115.00 64 $7,360.00 Murrieta Creek Culvert Replacement - Est 5 days Engineering Technician $115.00 40 $4,600.00 Subgrade for C&G, Xgutter, SW, Driveways - Est 36 PT Visits (every 500 ft or DW) Engineering Technician $115.00 144 $16,560.00 Aggregate Base - 4 hrs/500 lf of Roadway Engineering Technician $115.00 73 $8,395.00 AC Sidewalk -Est 4 hrs per 250 lf Engineering Technician $115.00 44 $5,060.00 AC Paving - Est 4 Days Engineering Technician $115.00 32 $3,680.00 DG Trail - 4 hrs per 250 lf Engineering Technician $115.00 16 $1,840.00 Slurry Seal Engineering Technician $115.00 8 $920.00
Vehicle & Equipment $20.00 437 $8,740.00
PCC Concrete Sampling and Testing - Est 5 placements ACI Concrete Technician $125.00 40 $5,000.00 Masonry Inspection - Part and Full Time - Est 4 weeks ICC Masonry Inspector $125.00 24 $3,000.00 Vehicle & Equipment $15.00 64 $960.00
subtotal: $67,955.00
Maximum Density/Optimum Moisture - 4" (D1557 Soils) Laboratory $220.00 3 $660.00 Maximum Density/Optimum Moisture - 6" (D1557 Aggregate Base) Laboratory $230.00 3 $690.00 Seive Analyses Laboratory $150.00 3 $450.00
Hveem D2726 Laboratory $100.00 4 $400.00
Stabilometer Value D1560 Laboratory $145.00 4 $580.00
Theoretical Max Specific Gravity D2041 Laboratory $145.00 4 $580.00 Sieve Analysis of Extracted Asphalt D5444 Laboratory $150.00 4 $600.00 Extraction D6307 Laboratory $150.00 4 $600.00
Slurry Seal Testing Laboratory $750.00 1 $750.00
PCC Compression Testing Laboratory $30.00 25 $750.00
Miscellaneous Laboratory Testing & Reporting Laboratory $1,500.00 1 $1,500.00 Technician Sample Pickup & Delivery Engineering Technician $125.00 9 $1,125.00 subtotal: $8,685.00
Project Management and Final Report
RFI's, Meetings, QA/QC, Project Management 1.5 hours per week Staff Engineer $120.00 51 $6,120.00 Site Coordination and Scheduling 1 hour per week Dispatch $83.00 34 $2,822.00 Final Letter Report Project Engineer/GE/Word Proc $1,500.00 1 $1,500.00 subtotal: $10,442.00
$87,774.88
Activity Description
Laboratory Testing
Geotechnical Observation and Materials Testing Services TIME AND MATERIALS ESTIMATE:

We used our experience with similar projects to derive a fee for geotechnical testing and observation during proposed improvements. The actual fee for services is directly affected by the construction schedule, weather, and efficiency of the contractor performing the work. Our services will be provided on a time and materials basis in accordance with the referenced 2022 Schedule of Fees. The invoices will be itemized to reflect only the actual time and costs incurred. Table 1 provides a task item breakdown of our estimate. The fee estimate is for budgeting purposes.

This proposal assumes that the services offered herein are subject to prevailing wage laws.

If Client should conclude this project is not subject to prevailing wages, please so advise Geocon in writing immediately. If failure to advise Geocon results in additional costs to Geocon, Client will reimburse Geocon for all costs and expenses.
702
Geocon Proposal No. MU-24-1244-P-GS - 4 - REVISED September 3, 2024

LIMITATIONS
It is mutually agreed between client and Geocon that all services afforded and work performed by Geocon are provided pursuant to Civil Code Section 2782, et seq., and such agreement is expressly integrated into and made a part of any and all contracts or agreements entered into between the parties.

Please carefully review the contents of this proposal. If they meet with your approval, send us a purchase order in accordance with our on-call agreement with the City of Wildomar. Services provided by Geocon will be pursuant to the on-call agreement.

Should you have any questions regarding this proposal, or if we may be of further service, please contact the undersigned at your convenience.

Very truly yours,
GEOCON WEST, INC.

Lisa Battiato
Senior Geologist/Regional Manager
LAB:HHR:hd
Attachments: 2022 SOF
Distribution: Addressee (email)
703
GEOCON WEST, INC • 41571 Corning Place, Suite 101, Murrieta, A 92562 www.geoconinc.com • 951.304.2300 • FAX 951.304.2392

GEOTECHNICAL

ENVIRONMENTAL
2022 Schedule of Fees – RV22 MATERIALS

PROFESSIONAL SERVICES
Word Processor/Non-Technical Assistant/Draftsman.................................................................................................................................................. $83/hr.

Engineering Assistant/Lab Technician.......................................................................................................................................................................... $93/hr.

Engineering Field Technician ........................................................................................................................................................................................*75/hr.

Senior Field Technician .................................................................................................................................................................................................*75/hr.

Special Inspector (Concrete, Rebar, Masonry, Welding, etc.).....................................................................................................................................*85/hr.

Field Technician Supervisor ....................................................................................................................................................................................... *120/hr.

Staff Engineer/Geologist............................................................................................................................................................................................. *120/hr.

Sr. Staff Engineer/Geologist ....................................................................................................................................................................................... *125/hr.

Project Engineer/Geologist......................................................................................................................................................................................... *135/hr.

Senior Project Engineer/Geologist ............................................................................................................................................................................. *145/hr.

Senior Engineer/Geologist.......................................................................................................................................................................................... *155/hr.

Associate Engineer/Geologist ..................................................................................................................................................................................... *165hr.

Principal Engineer/Geologist/Litigation Support ..........................................................................................................................................................250/hr.

Attorney Fees (General) ............................................................................................................................................................................................. *350/hr.

Deposition or Court Appearance................................................................................................................................................................................ $400/hr.

Overtime/Saturday Rate/Night Rate (10pm – 6am w/ 8 Hr minimum per call out)....................................................................1.5 X Regular Hourly Rate Sunday and Holiday Rate................................................................................................................................................................2 X Regular Hourly Rate Minimum Field Services Fee (per day or per call-out)............................................................................................................................................... 4 Hours Short-Notice Cancellation (after 4 pm of the day prior to the scheduled inspection time)....................................................................................... 4 Hours Short-Notice Cancellation (upon or after arrival at jobsite) ....................................................................................................................................... 4 Hours *Prevailing Wage (PW) California Labor Code §1720, et. Seq. add $40/hr.

TRAVEL
Personnel.................................................................................................................................................................................................Regular Hourly Rate Subsistence (Per Diem).................................................................................................................................................................................................Quote Vehicle Mileage ........................................................................................................................................................................................................ 0.75/mile

EQUIPMENT & MATERIALS
*Nuclear Density Gauge/Sand Cone Testing Equipment ............. $10/hr. Water Buffalo .................................................................................$75/ea. *Vehicle............................................................................................ $10/hr. Battery-Powered Pump ..............................................................$100/day *Special Inspection Equipment ........................................................ $5/hr. Water Level Indicator ....................................................................$50/day Coring Machine (concrete, asphalt, masonry) .......................... $285/day Perforated 3” PVC Pipe...............................................................$25/10ft.

Generator..................................................................................... $105/day Gravel............................................................................................$30/bag Double Ring Infiltrometer............................................................ $135/day Sand .............................................................................................$30/bag GPS Unit...................................................................................... $175/day AC Cold Patch ..............................................................................$30/bag Pick-up Truck .............................................................................. $150/day Quick Set PCC Patch...................................................................$30/bag Mobile Laboratory with Lab Technician .................................. $1,650/day Temp Marking Paint ..................................................................... $15/can Drive-Tube Sampler ..................................................................... $60/day Lath.................................................................................................$10/ea.

Hand-Auger .................................................................................. $50/day Air Compressor ...........................................................................$150/day Dynamic Cone Penetrometer .................................................... $250/day Soil Sample Tube ..........................................................................$15/ea.

Double Ring Infiltrometer ........................................................... $200/day Percussion Hammer Drill ...........................................................$125/day Manometer ................................................................................. $100/day ....................................................................................................................

Schmidt Hammer ....................................................................... $100/day .................................................................................................................... 704
- 2 -

GEOTECHNICAL

ENVIRONMENTAL
2022 Schedule of Fees – RV22 MATERIALS

LABORATORY TESTS

COMPACTION CURVES SOIL AND AGGREGATE PROPERTIES
(D698/D1557/T99/T108) 4-inch mold ............................................... $220 (D422/T88) Particle Size, Hydrometer w/out Sieve ..........................$165 (D698/D1557/T99/T108) 6-inch mold ............................................... $230 (C136/D6913/T27) Sieve, Coarse to Fine w/ #200 Wash ................$150 (CT 216) California Impact................................................................. $230 (C136/D6913/T27) Sieve, Coarse or Fine w/ #200 Wash................$115 Check Point ........................................................................................ $100 (C136/D6913/T27) Sieve, Coarse or Fine No #200 Wash...............$100 (D1632/CT312) Soil Cement Cyl. Fabrication (Set of 3) ................. $150 (C117/D1140/T11) Materials Finer than #200 ....................................$90 (D1632/CT312) Soil Cement Cyl. Fabrication (Addtl. Spec.) ............ $50 (D2216/T265/CT226) Moisture Content..............................................$30 (D1633/CT312) Soil Cement Comp. Strength (Set of 3) ................. $300 (D2487/D2488) Visual Soil Classification............................................$30 (D1633/CT312) Soil Cement Comp. Strength (Addtl. Spec.) ......... $100 (D2937) Density of In-Place Soil, Drive-Cyl. Method..........................$45 SOIL AND AGGREGATE STABILITY (D4943) Shrinkage Factors of Soils, Wax Method.............................. $55
(D2844/CT301) Resistance Value .................................................... $290 (C131/C535/CT211) L.A. Abrasion Resistance ................................$200 (D2844/CT301) Resistance Value, Treated...................................... $295 (C142/T112) Clay Lumps and Friable Particles................................$170 (D1883) California Bearing Ratio ...................................................... $530 (C123/T113) Light Weight Particles...................................................$245 (C977) Stabilization Ability of Lime.................................................... $185 (D3744/CT229/T210) Durability Index Fine ......................................$190 (D1883) Calif. Bearing Ratio (Army Corp of Engineers) ................. $105 (D3744/CT229/T210) Durability Index Coarse $225
CHEMICAL ANALYSIS (CT227) Cleanness Value.................................................................. $170
(G187/CT643/T288) pH and Resistivity............................................ $135 (D4791) Flat & Elongated Particles ...................................................$165 (D4972/T289) pH Only......................................................................... $30 (D693/CT205) Percent Crushed Particles.........................................$145 (CT417) Sulfate Content.................................................................... $100 (D5821) Percent. of Fractured Particles, Coarse Aggregate............$140 (CT422) Chloride Content.................................................................... $55 (C40/CT213/T21) Organic Impurities ..................................................$75 (D2974) Organic Content..................................................................... $50 (C235) Soft Hardness (Scratch Hardness) ......................................$100 PERMEABILITY, CONSOLIDATION AND EXPANSION (C88/CT214/T104) Sulfate Soundness ............................................. $410
(D5084) Permeability, Flexible Wall .................................................. $270 (C1252/T304) Uncompact. Void Content, Fine Aggregate ..............$150 (D5856) Permeability, Rigid Wall ...................................................... $260 (C127/CT206/T85) Coarse Specific Gravity......................................$125 (D2434) Permeability, Constant Head ............................................. $280 (C128/CT207/T84) Fine Specific Gravity ..........................................$150 (D2434) Permeability, FHA Slab-on-Grade ...................................... $110 (D854/CT209/T100) Specific Gravity of Soil .....................................$150 (D2434) Permeability, Hourly .............................................................. $55 (C29/CT212/T19) Unit Weight & Percent Voids..................................$90 (D2435/T216) Consolidation (6 pts. w/ Unload) ............................... $350 (D2419/CT217/T176) Sand Equivalent .............................................$110 (D2435/T216) Consolidation Additional Point w/ Unload ................... $65 (D4318/CT204/T89/T90) Plastic Index (Plastic/Liq. Limit) ...............$165 (D4546) Swell/Compression Testing & Density................................ $120 (D4318/CT204/T89) Liquid Limit..........................................................$95 (D4546) Swell/Settlement Testing & Density (ea. addtl. pt.) ............. $85 (D4318/CT204/T90) Plastic Limit.........................................................$95 (D4546) Swell/Settlement Testing & Density (County) .................... $100 (C330) Spec. for Lightweight Aggregates, Struc. Concrete ..........Quote (D4546) Swell/Settlement Testing & Density (FHA) .......................... $90 SHEAR STRENGTH
(D4829) Expansion Index of Soils..................................................... $160 (D2166) Unconfined Compression ....................................................$100 STEEL TESTING (D3080/T236) Direct Shear (3 points) .............................................. $295
Reinforcing Steel Tests: (D3080/T236) Remolded Direct Shear (3 points) ............................. $300
(A370) Tensile Strength & Elongation (D3080/T236) Direct Shear Addtl. Points/ea. residual pass............. $115
• #11 Bar & Smaller............................................................................. $100 (D2850) Unconsolidated-Undrained Triaxial Shear..........................$160 • #14 Bar.............................................................................................. $125 (D2580) Unconsolidated-Undrained Triaxial Staged ........................$160 • #18 Bar (Proof Test) ........................................................................ $125 (D4767) Consolidated-Undrained Triaxial Shear..............................$265 .................................................................................................................... (D4767) Consolidated-Undrained Triaxial Staged ............................ $340
.................................................................................................................... (EM1110) Consolidated-Drained Triaxial Shear ............................... $375
.................................................................................................................... (EM1110) Consolidated-Drained Triaxial Staged ............................. $480
705
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GEOTECHNICAL

ENVIRONMENTAL
2022 Schedule of Fees – RV22 MATERIALS

LABORATORY TESTS (CONTINUED)
(A370) Bend Test MASONRY**
• #11 Bar & Smaller.............................................................................. $50 Concrete Block Test (Sets of 3 Required):
• #14 & #18 Bar.................................................................................... $70 • (C140) Unit Weight Moisture Content & Absorption.......................$195 (A370) Tensile - Mechanically Spliced Bar • (C140) Moisture Content/Absorption (ea. addtl. specimen) ............ $65
• #11 Bar & Smaller............................................................................ $150 • (C140) Compression Test................................................................$195 • #14 Bar & Larger.............................................................................. $190 • (C140) Compression Test (ea. addtl. specimen) .............................$65 (A370) Tensile – Electric Resist. Butt Splice w/ Control................... $150 • (C426) Linear Drying Shrinkage......................................................$285 (A370) Straightening of bar (if required).............................................. $25 • (C109/UBC 21-16) Mortar Cylinder (2”x4”) ......................................$30 Structural Steel Tests: • (C942) Grout Prism (3”x3”x6”), trimming included............................ $35
• (A370) Machining & Prep of Test Specimen ...................... Cost + 20% Masonry Prism (Assemblage):
• (A370) Tensile Strength & Elongation • (C1314) 8”x8”x16” – 8”x12”x16” ..................................................... $200
Up to 200,000 lbs...................................................................... $100 • (C1314) 8”x16”x16” – 10”x12”x16” .................................................$225 200,000 – 300,000 lbs.............................................................. $125 • (C1314) 12”x12”x16” – 12”x16”x16” ...............................................$250 300,000 – 400,000 lbs.............................................................. $150 • (C1314) Larger than 12”x16”x16” ................................................Quote Pre-stressing Wire & Tendon Tests: Brick Test (Set of 5 Specimens):
• (A421) Tensile Strength, Single Wire.............................................. $150 • (C67) 24-Hour Absorption, Cold Water...........................................$225 • (A416) Tensile Strength, 7-Wire Strand.......................................... $175 • (C67) 5-Hour Absorption, Boiling Water..........................................$225 High Strength Bolt, Nut, & Washer Tests: • (C67) Compression Test or Modulus of Rupture............................ $255
• (A325/A490) Tensile Test on Bolts ................................................. $100 • (C67) Each Additional Specimen ......................................................$45 • (A563) Proof Load Test on Nuts ..................................................... $100 CONCRETE**
• (A325/A490) Hardness Test on Bolts ............................................... $50 Mix Designs:
• (A536) Hardness Test on Nuts.......................................................... $50 • (ACI211/ACI214) Concrete Mix Design ..........................................$350 • (F436) Hardness Test on Washers................................................... $50 • (ACI211/ACI214) Review of Concrete Mix Design.........................$350 Weld Specimen Tests: • (C192) Concrete Trial Mix (includes equipment & labor) ............... $495
• (E164) Ultrasonic Examination......................................................Quote Concrete Properties:

Machining & Prep of Test Specimen ........................... Cost + 20% • (C39/CT521/T22) Comp. Strength, Concrete Cyl............................. $30
• (E381) Macrotech Test (3 Faces) .................................................. $355 • (C42/CT521/T22) Comp. Strength, Concrete/Gunite Core..............$60 ASPHALT TESTING • (C78/CT523) Flex. Strength of 6”x6”x21” Concrete Beam............. $165
Asphalt Properties: • (C174) Length Measuring of Drilled Cores ....................................... $75
• (D2726/CT308/T166) Bulk Spec. Grav., Compacted HMA........... $100 • (C1140) Shotcrete Panel-Coring & Testing (Set of 3)....................$290 • (D1560/CT366) Stabilometer Value (HVEEM) .............................. $145 • (C1140) Shotcrete Panel (each addtl. specimen).............................$90 • (D2041) Theoretical Max Specific Gravity ...................................... $145 • (C496) Static Modulus of Elasticity..................................................$200 • (D5444) Sieve Analysis of Extracted Asphalt................................. $150 • (C496) Drying Shrinkage (Set of 3, up to 28 days).........................$395 • (D6307/CT382) Percent Asphalt, Ignition Method ......................... $150 • (C642) Spec. Gravity, Absorp., Voids in Hardened Concrete..........$95 • (D1188) Unit Weight of Asphalt Core ............................................... $65 • (F1869) Moisture Vapor Emission Rate, Concrete Subfloor............$50

MISCELLANEOUS TESTING SERVICES
• Emulsion........................................................................................... $300
• Wet Track Abrasion ......................................................................... $175
Calibration of Hydraulic Ram:
• 100 Ton & Under.............................................................................. $200
• 101 Tons – 200 Tons....................................................................... $300
Use of Universal Testing Machine:
• UTM with One Operator .................................................................. $320
• Additional Technician................................................Regular Tech Rate Spray Applied Fireproofing: *2X Surcharge on rush turn-around for laboratory testing. • (E605/E736) Fireproofing Oven Dry Density/Thickness...... $90 **Fee applies for sample storage, testing, or disposal. 706
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GEOTECHNICAL

ENVIRONMENTAL
2022 Schedule of Fees – RV22 MATERIALS

1. Listed are typical charges for the services most frequently performed by Geocon. Prices for unlisted services as well as special quotations for programs involving volume work will be provided upon request. Laboratory test prices shown are for laboratory work only and include reporting of routine results not calling for comments, recommendations or conclusions.

2. Sampling and testing are conducted in substantial conformance with the latest applicable or designated specifications of the American Society for Testing and Materials, Caltrans, American Association of State Highway and Transportation Officials, or other pertinent agencies.

3. Saturday, night work, and overtime hours are charged at time and one-half; Sundays and holidays at double time. Per diem is based on the local costs per day when location of work dictates.

4. Equipment and materials will be billed at cost plus 15%. Outside services including subcontractors and rental of special equipment are billed at cost plus 15%. Hourly services are billed portal to portal from closest office in accordance with the stated hourly rates herein.

5. Invoices will be submitted at four-week intervals. Terms of payment are met upon presentation of invoice. Invoices become delinquent thirty (30) days from invoice date and subject to one and one-half percent (1-1/2%) service charge per month, or the maximum rate allowed by law, whichever is lower. If Client objects to all or any portion of any invoice, Client will so notify Geocon in writing within fourteen (14) calendar days of the invoice date, identify the cause of disagreement, and pay that portion of the invoice not in dispute. The parties will immediately make every effort to settle the disputed portion of the invoice.

Payment on delinquent invoices will first be applied to accrued interest and then to the principal amount. All time spent, and expenses incurred (including any attorney's fees and costs) in connection with collection of any delinquent amount will be paid by Client to Geocon per Geocon's current fee schedule.

6. Client and Geocon shall allocate certain of the risks so that, to the fullest extent permitted by law, Geocon’s (the term “Geocon” includes Geocon’s partners, officers, directors, employees, agents, affiliates, subcontractors and subconsultants) total aggregate liability to Client is limited to the greater of $100,000 or the total compensation received from Client by Geocon for services rendered on this project, for any and all of Client’s injuries, damages, claims, losses, expenses, or claim expenses arising out of this Agreement from any cause or causes, including attorneys’ fees and costs which may be awarded to the prevailing party, and Client agrees to indemnify and hold harmless Geocon from and against all liabilities in excess of the monetary limit established above.

7. Client and Geocon shall allocate certain of the other risks so that, to the fullest extent permitted by law, Client shall limit Geocon’s total aggregate liability to all third parties, including contractors, subcontractors of all tiers, materialmen, and others involved in Client’s project, as well as persons and other entities not involved in the project, to the greater of $200,000 or the total compensation received from Client by Geocon for services rendered on this project, for any and all injuries, damages, cause or causes, including attorneys’ fees and costs which may be awarded to the prevailing party, and Client agrees to indemnify and hold harmless Geocon from and against all liabilities in excess of the monetary limit established above, including all liability incurred by Geocon for acts, errors, or omissions, pursuant to entering into agreements with third parties on behalf of Client in order to obtain access or entry onto property not owned by Client. Client agrees to notify all contractors and subcontractors of any limitation of Geocon’s liability to them and require them to abide by such limitation for damages suffered by any contractor or subcontractor arising from Geocon’s actions or inactions. Neither the contractor nor any subcontractor assumes any liability for damages to others which may arise on account of Geocon’s actions or inactions. 707
TASK AGREEMENT #CIP 028-2, 067-1
Interwest Consulting Group

TO PROFESSIONAL SERVICES AGREEMENT

FOR ON-CALL/STAFF AUGMENTATION SERVICES
Palomar St. Widening Project, Phase 2, and Cemetery Improvements, Phase 1 CIP 028-2 and CIP 067-1
This TASK AGREEMENT is made this 9th day of October, 2024, by and between the City of Wildomar, a municipal corporation, hereinafter called “CITY” and Interwest Consulting Group, Inc., hereinafter called “CONSULTANT”.

1. This TASK AGREEMENT includes all of the terms and conditions contained in that certain Professional Services Agreement for On-Call/Staff Augmentation Services (ON-CALL AGREEMENT), executed by the parties and approved by the Wildomar City Council on April 2, 2008, inclusive of the First, Second, and Third Amendments dated September 10, 2008, May 10, 2017, and June 8, 2022, respectively.

2. SCOPE OF SERVICES. CONSULTANT shall provide Construction Management services for the CITY as required for CIP 028-2 and CIP 067-1 (Palomar St. Widening Project, Phase 2, and Cemetery Improvements, Phase 1). These services shall include, but may not be limited to, the scope of work outlined in the CONSULTANT’s proposal shown in Exhibit “A”, attached hereto.

3. PRICE. The services shall be provided on a time and materials basis, based on Exhibit “B-2”, Hourly Billing Rates, of the ON-CALL AGREEMENT.

4. SCHEDULE. The services shall be provided on a schedule as requested by the CITY and agreed to by CONSULTANT.
708
IN WITNESS WHEREOF, the parties have executed this Agreement on the dates indicated below.

Dated: ______________________, 2024 Dated:_____________________, 2024

CITY OF WILDOMAR,
a municipal corporation
By_______________________________
Signature
_______________________________
Name and Title

CONSULTANT
By______________________________
Signature
________________________________
Name and Title
709
Exhibit “A”
710
1 Jenner, Suite 160, Irvine, CA 92618
626.224.2055
July 24, 2024
Jason Farag, PE, Director of Public Works
City of Wildomar
23873 Clinton Keith Road, Suite 201
Wildomar, CA 92595
Re: Letter Proposal to Provide Construction Management, Administration, and Inspection Services for the Cemetery Improvements (CIP 67-1) and Palomar St. Widening (CIP 28-2) Dear Mr. Farag,
We are pleased to present this updated letter proposal to the City of Wildomar (City) to provide Construction Management, Administration, and Inspection Services for the Cemetery Improvements (CIP 67-1) and Palomar St. Widening (CIP 28-2) Project (Project). As discussed back in December 2023 per your email, as discussed with Warren Repke, and recently discussed with Steve Kooyman, PE, we understand that the City is looking for PT-FT Public Works Inspector and a PT Construction Manager to assist with the construction oversight and administration work. Furthermore, we understand that, if possible and practical, the City desires one FT CM/I person to complete the services required. Although this is a potential staffing plan, we would recommend having a dedicated field inspector with a construction manager to take care of the administerial portion of the construction and work directly with you and your staff to assure the successful delivery of the Project. Therefore, to accomplish this goal we propose Remi Nunez, Supervising Public Works Observer as the inspector for the duration of the Project. Remi has over 35 years of experience, has a great background in AC Pavement Rehabilitation work as well as other CIP types of Projects, and is familiar with the City requirements.

Additionally, we propose Henry Ngo, PE as the Senior Engineer/Project and Construction Manager.

Henry is a very seasoned project and construction manager with over 30 years of experience. Finally, we would recommend Warren Repke, PE as the Supervising Engineer with over 50 years’ experience to assist with Project Management (PM) duties as he is very familiar with the Project and City requirements with many years of PM experience. Steve Kooyman, PE will be the QA/QC Manager throughout the project to assure the staff is completing the work as required, scheduled, available and periodically checking various documents for accuracy and compliance as required with availability to assist as needed.

PROJECT UNDERSTANDING
Based on the email dated December 6, 2023, and subsequent emails and conversations, we understand the Project entails: Demolition, clearing and grubbing, traffic control, cold milling, AC base and cap, decorative AC for multi-use trail, slurry seal, 4”, 6” and 8” PCC pad/pavement, PCC ADA ramps, PCC sidewalk, PCC driveway 711
T H O U G H T F U L S O L U T I O N S . T H R I V I N G C O M M U N I T I E S .

Cemetery/Palomar Improvements
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aprons, PCCC curb and gutter, PCC retaining curb, pavement fabric reinforcement, class II AB, removal and relocation of Air Vac/Relief, Blow Off assemblies and other EVMWD water improvements, utility adjustments, decorative gates/fence, walls, benches and other amenities, landscaping/irrigation, Traffic Signal Modification, and other improvements as shown on the approved plans and defined within the Contract Specifications provided.

Furthermore, we understand that the project construction duration is estimated at 240 Working Days (WD’s) with pre-con Phase around 40 WD’s as included in the 240 WD’s, and Post-Con Phase around 20 to 40 WD’s. Bid opening date is estimated at end of July 2024, a contract award date second week of August, and a tentative Notice to Proceed date in September 2024.

SCOPE OF WORK
Based on the proposal request for Construction Management and Inspection services our scope of work will be as follows:

Pre-Construction Phase (20-40 WD’s)
 Set-up and facilitate City/CM&I/Geotech/EOR
pre-con team meeting.
 Complete a Constructability Review and Prewalk photo documentation report.  Set-up Project files/folders per City requirements for Construction.
 Review all Submittals in coordination with
the City and EOR.
 Facilitate Pre-Construction Meeting with Agenda and
compile notes.
 Review and respond to all RFI’s.  Meet and confer with City on any issues prior to NTP.  Review baseline schedule.
 Assist City with Labor Compliance.
 Assist City with public notices.
 Assist with Payment Tracker set-up with
funding sources.
 Prepare NTP letter.
 Coordinate with all impacted Utilities and assist with final utility notices.
 Additional Duties as assigned.

Construction Phase (200 WD’s)
 Complete Daily Inspections with Reports and
Photos.
 Assist the City with WCD, Change Orders, PCO’s, and
track with a PCO log.
 Facilitate and attend weekly meetings with
notes.
 Compile red-lines for As-Builts.
 Track schedule and payment progress.
 Review updated schedules.
 Coordinate the material and special
inspection testing work with City’s material
testing firm (Geocon).
 Complete WSWD’s.
 Inspect the Site for compliance with plans
and specifications.
 Measure and provide Progress Payment quantities
and Progress Payments for City.
 Coordinate utility work with the Contractor
 Meet and Discuss Issues with City.
 Complete QA for all documents related to
construction.
 Review and respond to all RFI’s and track with RFI log.  Resolve all disputes with Contractor in coordination
with the City.
 Assist with Labor Compliance and CPR review with
City or City’s sub-consulting firm.
 Complete BMP and SWPPP inspections.
712
T H O U G H T F U L S O L U T I O N S . T H R I V I N G C O M M U N I T I E S .

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 Assist with on-going public notices and
updates.
 Check with funding requirements and
compliance.
 Complete all file management duties.
 Additional Duties as assigned.

Post-Construction Phase (40 WD’s)
 Complete Final Acceptance Documents and
provide to City for processing NOC.
 Complete red-lines for As-builts and provide
to City/EOR for record drawings.
 Complete Final Report.
 Assist City with potential claims, if needed.
 Assist with funding close-out requirements.
 Additional duties as assigned.
 Complete close-out documentation.
 Assist with Final Labor Compliance Folder.
 Complete files archive.

FEE SCHEDULE
Based on the request for proposal scope of work and estimated working days for Construction Management and Inspection services our Fee for a Not-To -Exceed Estimate amount is shown in the table below:

Task
Position
(See Note 1)
2022
Rates
Estimated
Working
Days
Estimated
Total
Hours
Total
PreConstruction
Phase
Remi Nunez
Supervising Public Works Observer
$115 20-40 20 $2,300
Henry Ngo, PE
Senior Engineer/Senior Project and
Construction Manager
$143.75 20-40 30 $4,312.50
Warren Repke, PE
Supervising Engineer
$149.50 20-40 12 $1,794
Steve Kooyman, PE
QA/QC Engineering Manager
$161.00 20-40 4 $644
Subtotal 66 $9,050.50
Construction
Phase
Remi Nunez
Supervising Public Works Observer
$115 200 1,440 $165,600
Henry Ngo, PE
Senior Engineer/Senior Project and
Construction Manager
$143.75 200 320 $46,000
Warren Repke, PE
Supervising Engineer
$149.50 200 90 $13,455
Steve Kooyman, PE
QA/QC Engineering Manager
$161.00 20-40 24 $3,864
Subtotal
1,874 $228,919
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T H O U G H T F U L S O L U T I O N S . T H R I V I N G C O M M U N I T I E S .

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Task Position
(See Note 1)
Rate(
See
Note 2)
Estimated
Working
Days
Estimated
Total
Hours
Total
PostConstruction
Phase
Remi Nunez
Supervising Public Works Observer
$115 40 16 $1,840
Henry Ngo, PE
Senior Engineer/Senior Project and
Construction Manager
$143.75 40 30 $4,312.5
Warren Repke, PE
Supervising Engineer
$149.50 40 12 $1,794
Steve Kooyman, PE
QA/QC Engineering Manager
$161.00 40 6 $966
Subtotal 64 $8,912.50
TOTALS 2,004 $246,882
Notes:
1 – Additional Interwest staff may be used for coverage/backup during the project and remain within the NTE.

Furthermore, we appreciate the opportunity to submit this proposal to the City of Wildomar. Please contact Steve Kooyman, PE at 530.318.1066 or [email protected] should you have any questions. If you find our proposal acceptable, please provide a signed notice-to-proceed letter.

Sincerely,
Paul Meschino, President
Interwest Consulting Group
Attachments: Staff Resumes
714
Steve Kooyman, PE

PROJECT AND CONSTRUCTION MANAGER
Steve is a registered Civil Engineer with more than 30 years of civil engineering experience and has spent a vast amount of his career serving numerous jurisdictions throughout the Southern and Northern California and Northern. His background has provided him with the knowledge of various California municipality administrative, planning, building, engineering, and public works codes, policies, and procedures, which is a proven asset when providing technical assistance to engineers, architects, contractors, city personnel, and the public.

PROFESSIONAL HISTORY
Construction and Inspection Program Manager / Interwest Consulting Group / 2019 - Present
Steve provides Project and Construction Management as well as Senior Engineering Services to our clients throughout Southern California. He has assisted several Cities deliver various public works Capital Improvement Program projects from design (PS&E review), bid and award, and into construction (Project Management/Construction Management) such as:
• Water main replacement • ADA and sidewalk replacement • Sewer replacement • Facilities improvements
• Storm Drain replacement • Park and Landscape Improvements • Street rehabilitation • Coordination of Caltrans/City Projects Public Works Director | City Engineer / City of Rancho Santa Margarita, CA / 2018 - 2019
Steve supervised and managed City staff and various consultants within the Public Works Engineering Division, administrating a $5-$6 million annual Capital Improvement Program, and was responsible for: all work within public rights-of-way, working directly with City Manager, and Executive Team on all PW Engineering, Maintenance, and CIP projects; Coordinating with the various master and individual HOAs within the City; Preparing/presenting staff reports to the City Council for CIP projects; Administering and implementing various City Council and City Manager policies, procedures, goals, and priorities for the City; and, Managing and monitoring all work within the Department, including developing the annual work plan and staffing plan, and developing and supervising all public works contracts in coordination with the City Attorney.

City Engineer / City of Brea, CA / 2015 - 2018
As City Engineer, Steve managed staff and administered a $30-$40 million annual CIP. He was responsible for: Updating and developing the City’s Circulation Plan within the General Plan, Traffic, Water, Fire and Dispatch Impact Fee Programs, Sewer, Water, and Drainage Master plans; Developing expense and funding projections in coordination with the development of the 2016, 2017, and 2018 CIP and annual Engineering operational budgets; All work within the public rights-of-way, over 200 PW permits issued annually; Preparing and presenting various staff reports to the Planning Commission and City Council for CIP and development projects; Supervising, reviewing, and stamping all final parcel/tract maps, and lot line adjustments related to subdivisions within the City; and, Managing and coordinating all CEQA/NEPA documents with the City Planner within the Planning Division for PW projects.

Assistant Public Works Director, Public Works and Utilities Department / City of San Juan Capistrano, CA / 2013 – 2015
Steve supervised and managed up to twelve employees and various consultants within the PW Division for a $10-$15 million annual CIP. In this position, he was responsible for: Updating and developing of the City’s Circulation Funding Plan with development projections in coordination with the development of the CIP and annual fiscal year operational budgets; Managing the pavement management and NPDES storm water program for the City; Managing and supervising the maintenance of the City’s parks and facilities in coordination with the Maintenance Superintendent; Attending and managing Years of Experience: 30
Years with Interwest: 5
Education
BS, Civil Engineering,
California State University,
Chico
Education
CA Registered Civil Engineer,
55757
NV Registered Civil Engineer,
13015
QSD/QSP Training
Professional Affiliations
National and Orange County
ASCE Member
Areas of Expertise
Civil Engineering
Public Works
Land Development
Construction Management
Program Management
Budget Management
Schedule Management
715
STEVE KOOYMAN, PE – PROJECT AND CONSTRUCTION MANAGER
various advisory committees within the City for the bike/equestrian trails, and parks; Managing and coordinating all CEQA/NEPA documents with the Planning Department for PW projects; and Managing and developing the Engineering Division annual work and staffing plans.

Deputy Director, Engineering, Transportation Planning and Land Development | Senior Civil Engineering | Supervising Civil Engineer / County of El Dorado / 2001 – 2013 Steve served the County of El Dorado for more than a decade in various high level management positions, at his peak supervising a staff of more than twenty employees and several consultants within the Transportation Planning and Land Development Unit. He managed projects a part of the County’s $30-$45 million annual CIP with the following responsibilities:

Working directly with County Board Members on various high-profile projects in coordination with the Presidential Tahoe Summit and State Forums; Serving as the County Engineer for all development within the County; Managing the pavement management program, traffic impact program, and NPDES storm water program for the County; Working directly with the County Counsel on all subdivision map agreements and PW/transportation contracts; Working directly with the Planning Director and County Counsel during the development of the General Plan Update; Attending and facilitating various public meetings regarding the General Plan Update and CIP; Supervising and managing the Tahoe Storm Water Management Program with Total Maximum Daily Load and NPDES requirements; Supervising the County’s Transportation efforts in Tahoe Managed and developed the Tahoe Engineering Units annual and 5-year budgets; Working directly with the Tahoe Maintenance Division on all roadway, bridge, and drainage improvements; and Facilitating and managing various public outreach meetings with respect to the CIP projects in Tahoe.

Associate Civil Engineer / City of South Lake Tahoe, CA / 1997 – 2001 Steve performed civil engineering design; completed hydraulic/hydrology reports, construction specifications, and contract documents; and performed construction management and inspection for numerous civil engineering projects within the City.

He worked directly with the Planning Department on all development projects within the City including the Redevelopment Agency; and administered, reviewed, and issued the various PW permits within the City.

Civil Engineer / Ernie Jones Associates, Ltd / 1993–1997 Steve performed civil engineering design and performed construction management and inspection for numerous civil engineering projects, including many residential home designs in South Lake Tahoe. He designed and prepared plans for several apartment complexes, subdivision maps, improvement plans, and various water, sewer, erosion control projects. 716
YEARS OF EXPERIENCE: 50+

EDUCATION
Bachelor of Science, Civil
Engineering, Illinois Institute of
Technology

REGISTRATIONS /

CERTIFICATIONS
CA Registered Professional
Engineer 19442
PROFESSIONAL /.

AFFILIATIONS
ASCE - American Society of Civil
Engineers, Lifetime Member
Award
Los Angeles Chapter, President,
1997-1998
Vice President of Education,
1992-1995
National Committee of
Students, Chairman
Orange County Chapter,
President, 1980-1981
APWA - American Public Works
Association, Water Resource
Committee, Chairman
Pavement Maintenance &
Management Sub-Committee,
Chairman
Municipal Engineering
Committee, Member
American Water Works
Association
City & County Engineers
Association, Los Angeles
County
Warren W. Repke, PE

CIVIL ENGINEER
Warren brings over 50 years of civil engineering experience serving public agency clients throughout Southern California. He has designed; plan checked and managed hundreds of infrastructure improvement projects including roads, water systems, sewers and bridges. He is also licensed to practice land surveying in California and has served as project surveyor and surveyor of record on many public and private projects. Warren brings an exemplary work ethic focusing on continuous process improvements while maintaining the ability to effectively navigate through politically sensitive environments. He is committed to serving the needs of the client through strong leadership and a collaborative approach.

PROFESSIONAL EXPERIENCE
Senior Engineer / Interwest Consulting Group / 2012 – Present Provides various engineering services to jurisdictions throughout Southern California.

Special Consultant / Winzler & Kelly | GHD / 2009 – 2012 Served as Project Manager, Quality Control Manager, and advisor on public works projects. Prepared service proposals and marketed the firm to public works agencies.

Principal | Owner / Norris-Repke/ 1984 – 2009
Provided direction and management of the firm. Served as Project Manager on numerous projects, served as City Engineer and Public Works Director on a contract basis, prepared service proposals and marketed the firm.

City Engineer / City of Villa Park, CA / 2001 – 2008
Provided day-to-day management of city engineering needs, interfaced with residents, and directed staff. Developed CIP projects and budgets. Worked with the City Manager to determine and deliver long and short-term solutions to the City’s engineering and public work’s needs.

Director of Public Works / City of Buena Park, CA / 2002 – 2003 Responsible for overall management of public works, engineering, maintenance, and traffic divisions.

Vice President | Senior Project Manager / GPS Consulting Engineers / 1979 – 1984
Municipal engineering consulting firm specializing in public works design, construction and maintenance. Managed the design and construction of large improvement projects, including pavement design and resurfacing of the main runway at John Wayne Airport.

Assistant City Engineer / City of Orange, CA / 1974 – 1979 Senior Civil Engineer / City of Costa Mesa, CA / 1972 – 1974 Assistant Engineer / City of Buena Park, CA / 1968 – 1972 Civil Engineer / California Department of Water Resources, CA / 1965 – 1968 717
Henry Ngo

PROJECT MANAGER
Henry is a Project Manager with more than 30 years of experience in Public Works projects, highway design, civil and utility design.

PROFESSIONAL HISTORY
Projects Construction Manager / Interwest Consulting Group / 2022 - Present Henry is the Project Construction Manager for the Wardlow Road Sewer Relocation Project, Dominguez Ranch Slope Improvement Project construction in City of Corona, and Downtown Urban Space Project in City of Upland. As a Construction Manager, Henry represents the City , oversights the project construction, conducts the pre-construction meetings, on-site construction coordination meetings, reviews and approves submittals, change orders, payment requests, and prepares all documentations for the project close out.

Project Manager / City of Moreno Valley / 2008 - 2022
Henry is the Project Manager in charge of managing a variety of Capital Improvement Projects including street widening, street pavement rehabilitation, sidewalk improvement, the Street Improvement Program, Bikeway Improvement Master Plan, Storm Drain Improvement, Park Improvement, Traffic Signal Improvement, Sewer & Water Improvement, and Utility Improvement.

As the Project Manager, Henry reviews the projects in Design Phase, coordinates with all project stake holders, utility companies, reviews and approves the PS&E and complete the project bidding and award process.

During construction, Henry conducts the pre-construction meeting, construction coordination meetings and performs Construction Management including review of submittals, reviewing and approval of Change Orders, payment requests, and preparation of the project close out. Henry also attends utility purveyors’ pre-construction meetings to be in compliance with utility companies’ procedures.

Interim Engineering Division Manager / City of Moreno Valley / 2015 - 2016 Henry applies business-friendly approaches and maintains customer care to achieve the Land Development Division Mission: “To efficiently and effectively partner in the development process by ensuring sustainable infrastructure with a commitment in making every customer experience a positive one.” Plan Reviewer / City of Moreno Valley / 2005 - 2008
Henry performs plan reviewing for a variety of subdivision projects, custom homes, and commercial projects. He reviews grading, street improvement, storm drain, sewer and water improvement plans.

Years of Experience: 30+
Education
■ BS, Civil Engineering,
Cal. Poly University
Registrations/Certifications
■ Professional Civil Engineer
■ California C58590
■ Washington 38728
Professional Affiliations
■ APWA Inland Empire Chapter,
Secretary
718

PARK PROJECTS EXPERIENCE

1. Patriot Park Improvement.

This is a new park, CIP project, constructed on City vacant land.

PM for Design and construction.

Construction Cost: $2.1 Millions
Construction was completed in 2012.

Reference: Prem Kumar, PE, Former City of Moreno Valley Deputy Public Work Director Email: [email protected]

2. Civic Center Demonstration Garden.

This is a CIP project, constructed on City vacant land.

PM for Design and construction.

Construction Cost: $500,000
Construction was completed in 2021.

Reference: Terry Renner, PE, Project Manager TKE Engineering Phone: (951) 680-0440
Email: [email protected]

3. Civic Center Park Amphitheater.

This is a new amphitheater, CIP project, constructed on City vacant land. PM for Design and construction. Construction was completed in 2021.

Reference: Terry Renner, PE, Project Manager TKE Engineering Inc.

Phone: (951) 680-0440
Email: [email protected]

4. Juan Bautista De Anza Trail ATP 3 project.

This is a new trail project, constructed along DWR aqueduct easement.

PM for Design and construction.

Construction was completed in 2022.

Reference: Chuck Stephan, PE, Project Manager KOA Corporation Inc.

Phone: (310) 525-0678
Email: [email protected]

STREET PROJECTS

1. Citywide Pavement Resurfacing and Rehabilitation Program City of Moreno Valley CIP project to provide annual street pavement rehabilitation PM for Design and construction.

Construction Cost: $5 Millions
Construction was completed annually
Reference: Michael Lloyd, PE, City of Moreno Valley Public Work Director Phone: (951) 413-3105
719
YEARS OF EXPERIENCE: 35
EDUCATION:
AS in Public Works, Citrus
College

LICENSES /
CERTIFICATIONS:
The National Association of
Sewer Service Companies
(NASSCO)
Inspector Training & Certificate
Program (ITCP) for the
Inspection of Cured-in-PlacePipe (CIPP) Installations
American Construction
Inspectors Association
Registered Construction-IV
Inspector No. 5210
Remi Nunez

INSPECTOR
Remi has over 35 years of experience in the public works industry, with over 14 years providing electrical inspection. He is experienced at providing inspection services on fiber-optic installation of high-density polyethylene (HDPE) conduit and fiber optic cables, pavement rehabilitation which includes cold-in-place recycling of asphalt concrete on major projects, sidewalks, concrete structures, driveways, water main and service installations and much more.

PROFESSIONAL EXPERIENCE
Inspector / Interwest Consulting Group / 2023 – Present Perform daily field inspections of residential, commercial, and public facility construction projects.
Interact with the public and explain technical information to both technically and non-technically trained individuals.
Review residential and commercial plans and engineering calculations for building components to ensure compliance with applicable codes.

TRANSPORTATION PROJECT EXPERIENCE
Construction Inspector / Pavement Rehabilitation Project ($1.5 Million) / City of Fontana / 2022
Remi inspected pavement rehabilitation projects consisting of pavement grinding, asphalt concrete overlay with placement of conventional and ARHM AC materials, adjustment of utilities consisting of manholes and water valves, pavement marking installations, detector loop replacement, and traffic control.

Construction Inspector / Caltrans District 8 (08A3068) / San Bernardino & Riverside Counties ($23 Million) / 2020
Remi provided construction inspection for the SR-10 roadway improvements project, between Redlands and Yucaipa. His work included fiber optic installation and nighttime freeway closures.

Construction Inspector / Hot Spot Intersection Improvements Rosemead Blvd. ($1.4 Million) / City of Pico Rivera / 2019
Remi provided daily inspection of the contractor’s work checking for compliance. He maintained a set of red lined plans for as-built corrections and prepared punch lists for final acceptance of the work.

WATER / WASTEWATER PROJECT EXPERIENCE
Construction Inspector / Moulton Niguel Water District, Forbes Road Phase II ($98,200) / City of Laguna Niguel / 2018
Remi provided as-needed staff augmentation and construction inspection services in support of the District’s electrical work, startup and commissioning, linings and coatings, structural work, welding, and other general overflow inspections.

Construction Inspector / EVMWD, Regional Agricultural Pipeline Conversion ($160,000) / City of Lake Elsinore 2018 – 2019
Remi provided daily inspection of the contractor’s work checking for compliance. All work was documented through daily inspection reports and photo documentation.

Construction Inspector / Golden State Water Company, Barstow / Simi Valley / 2015
Remi provided inspection for water line replacement, installation of fire hydrants, water values, water services, and water appurtenances, trench backfill and compaction, water disinfection, trench reconstruction in various locations. 720
1 Project Number : CIP-28-2
Project : Cemetery Frontage, ADA and Palomar Street Widening

FIFTH AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT

FOR PALOMAR WIDENING PROJECT
This Fifth Amendment To Professional Services Agreement For Cemetery Frontage, ADA and Palomar Street Widening Improvements (“Fifth Amendment”) is made as of the ninth (9th) day of September, 2024 by and between the CITY OF WILDOMAR, a California general law city (“City”), and MARK THOMAS CORPORATION, a California corporation (“Design Professional”).

City and Design Professional are sometimes referred to herein, individually, as a “Party” and collectively, as “Parties.”

RECITALS
A. City and Design Professional entered into an agreement for Design Professional Services on April 14, 2021 (“Agreement”). The Agreement provides that Design Professional will perform engineering design services.

B. A First Amendment was approved on April 7, 2022 (“First Amendment”) , for additional services in the amount of $36,865, increasing the contract amount $309,335; a Second Amendment was approved on April 12, 2023 (“Second Amendment”), for additional services in the amount of $81,925, increasing the contract amount to $354,395; and a Third Amendment was approved on May 12, 2023 (“Third Amendment”), for additional services in the amount of $16,210, increasing the contract amount to $370,605; and a Fourth Amendment was approved on August 14, 2023 in the amount of $37,500, increasing the contract amount to $458,105.

C. Sections 1, 2 and 4 of the Agreement provide for the Term, Scope of Services, and Compensation for the performance of the services, respectively.

D. This Fifth Amendment amends Sections 1, 2, and 4 to provide that the term, services to be provided, and compensation are modified as provided below.

OPERATIVE PROVISIONS
Now, therefore, in consideration of the promises made and recited herein, the parties do hereby enter into this Fifth Amendment which modifies and amends the Agreement as follows:

1. Section 1 of the Agreement is amended to read as follows:
“Subject to the provisions of Section 20 ‘Termination of Agreement’ of this Agreement, the Term of this Agreement is for five years commencing on the date first ascribed above.”

2. Exhibit “A”, Scope of Services, is hereby modified to add the Scope of Services Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 721
2 contained in the proposal dated June 17, 2024, attached hereto as Attachment 1 and incorporated herein by this reference.

The City Manager to authorized to add additional scope of work items up to the total compensation amount contained in Section 4 of this Amendment.

3. Exhibit “B”, Compensation, is hereby amended by adding new Tasks 2.6, 3.5, and

7.9, and by replacing Tasks 8.1 and 8.2. The total additional compensation is $103,124.

4. The second sentence in Section 4 is hereby amended to read as follows:
“The total compensation including reimbursement for actual expenses shall not exceed Five Hundred Seventy One
Thousand Two Hundred Twenty Nine and 00/100 Dollars
($571,229.00), subject to Sections 26 and 28 herein.”

GENERAL PROVISIONS

1. Remainder Unchanged. Except as specifically modified and amended hereby, the Agreement, as previously amended by the First Amendment, the Second Amendment, the Third Amendment, and the Fourth Amendment, remains in full force and effect and binding upon the parties.

2. Integration. This Fifth Amendment consists of two pages and the attached proposal inclusive and constitutes the entire understanding of the parties.

3. References. All reference to the Agreement includes all its respective terms and provisions. All defined terms utilized in this Fifth Amendment have the same meaning as assigned to such terms in the Agreement.

IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first above written.

CITY OF WILDOMAR: MARK THOMAS CORPORATION:

Dan York, City Manager Darin Johnson, P.E., Division Manager Date Date
Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 9/26/2024
722
3 ATTACHMENT 1
Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 723
June 17, 2024
Warren Repke, P.E., Capital Projects Manager
City of Wildomar.
23873 Clinton Keith Road, Suite 201
Wildomar, CA 92595

RE: Wildomar Cemetery Improvements and Palomar Street Widening – Additional Services Proposal No. 5
Dear Mr. Repke:

Mark Thomas is submitting this Additional Services Proposal No. 5 for anticipated work involved with construction engineering support and as necessary services to finish the project. Please consider this a request to amend our existing Agreement for Services (Agreement) with the City for the Project dated March 11th, 2021. This work request will require additional compensation in addition to the fees established in the Agreement. In accordance with terms of the Agreement, we request the City to provide written authorization to proceed by signing below.

A D D I T I O N A L S E R V I C E S
Task 2.0 – Survey
Tasks 2.6 – Additional Topographic Survey (Gruwell Street) Includes topographic survey to document existing site topography and planimetrics along Gruwell Street.

Refer to Attachment B for additional scope information.

Deliverables
• Updated Topographic Base Map
Task 3.0 – Utilities
Tasks 3.5 – Utility Base Map Updates
For the additional area east of the cemetery limits approximately 600 feet along Gruwell Street, Mark Thomas will distribute Utility “A” Letters (record request forms) to each utility to request as-built maps mapping of their facilities. Mark Thomas will utilize as-built data and utility maps by the utility companies to update existing utility base mapping.

Mark Thomas assumes no conflicts as any additional improvements in this area will be surface level nor did we include any potholing. Additionally, we are not including any B (Relocation Claim Letter) or C (Notice to Relocate) letters to utility owners.

Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 724
June 17, 2024
Wildomar Cemetery Improvements and Palomar Street Widening – Additional Work Request No. 5 Project No.: IR-00062
Deliverables
• Additional Utility Research
• Updated Utility Base Map
Task 7.0 –PS&E
Tasks 7.9 – Updated PS&E
The original contract scope required Mark Thomas to prepare plans, specifications, and estimates for the original project footprint. Mark Thomas will update the PS&E to incorporate the additional area of Gruwell north of the Cemetery.

Deliverables
• Updated Title Plans
• Updated Removal Plans (1 Additional)
• Updated Layout Plans (2 Additional)
• Updated Striping Plans (1 Additional)
• Updated Signing Plans (1 Additional)
• Updated Utility Plans (1 Additional)
• Updated Cross Sections (2 Additional)
Task 8.0 – Bidding & Construction
After completion of all plans, specifications and contract documents necessary for the project, we have reviewed the Scope of Services for engineering support during the bidding and construction phases as included in the agreement signed on February 1st, 2022, and Mark Thomas believes based on the nature of the project improvements and required contract documents the scope of services is inadequate to support the City as necessary during these phases. The original scope and fee proposed was based on limited available design information (i.e., General Plan elements) and a substantial number of specialty products and improvements were incorporated at the direction of the City throughout design development. We are requesting the following scope of services in lieu of the previously proposed scope of services.

Tasks 8.1 – Bid Support and Design Services During Construction Mark Thomas and sub-consultants will provide assistance, as required, to the City during bidding of the project.

The work may include answering questions from prospective bidders, assisting the City in preparation of addenda to the PS&E during the advertisement period, and providing consultation and interpretation of the construction documents. Mark Thomas will attend up to one (1) pre-construction meeting.

Mark Thomas will update the Project improvement plans to a conformed construction set prior to start of construction. Response to up to twenty (20) RFIs provided by the Contractor as necessary. Mark Thomas will attend up to three (3) meetings during construction.

Additionally, we anticipate review of submittals and shop drawings associated with the submittals on the following page. Hours included for both sub-consultants and Mark Thomas associated with this task are an estimate only based upon our understanding of submittals needed, meetings and the number of RFIs. Should these substantially change, Mark Thomas will provide written notification to the City for approval on scope or fee modifications in an attempt to maintain the Project budget for these tasks.

Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 725
June 17, 2024
Wildomar Cemetery Improvements and Palomar Street Widening – Additional Work Request No. 5 Project No.: IR-00062
Submittals
Civil Design
• Project Signs (2)
• Pavement Reinforcement Fabric Approval
• Various PCC Mix Designs
• Various Asphalt Concrete Mix Designs
GPR/Survey
• GPR Review
• Field Walk for GPR Findings
• Monument Placement / Preservation Review
Drainage
• Stormwater Membrane Filtration Device
• CSP / CSP Flared Outlets
Perimeter Walls
• Cemetery Perimeter Wall Block (3 Types)
• Block, Grout, Steel Reinforcement Bars
• Rock Veneer for perimeter wall
Aesthetics
• Decorative Pavement
• Decorative Stamped Asphalt
• Cemetery Pavers
Fencing / Railing
• Decorative Trail Fencing
• Automatic Vehicular Gates (2)
• Iron Swing Gate
• Roll Gate
• Wrought Iron / Chain Link Fence
Planting
• Plant and Tree Lists
• Planting Soil, Mulch, Compost, Amendments,
and Fertilizers
• Weed Fabric
• Tree Stakes and Root Barriers
• Commercial Center Plant List
Irrigation
• Controller and Cabinet
• Flow Sensor
• Miscellaneous (Valves, Bubblers, Driplines,
Pipe)
• Wiring and Conduit
• Commercial Center Irrigation
Electrical / Conduit
• Conduits, Wiring, and Pull Boxes
• Vaults and Pull Boxes
Amenities
• Bench
• Trash/Receptacles
• Sphere Bollards
• Cemetery Main Office Sign
• Columbarium Plinth and Plaque
• Pet Station
Task 8.2 - Preparation of As-Builts / Record Information Mark Thomas will prepare record drawings from contractor and construction as-built drawings, markups, and field notes. Record drawings will be electronically submitted to the City.

Deliverables
• Up to four (4) total meetings.
• Submittal review and support as noted above.
• Responses and support for up to twenty (20) Requests for Information. • Preparation of As-Built / Record Map Drawings in PDF format.

Assumptions
• Hours included in Tasks 8.1 and 8.2 are considered a “budget” amount to be used on a time and materials basis as requested by the City. Any time spent beyond this budget will require a contract amendment. Additionally, either the City staff or their Construction Management consultant will provide detailed redlines and instructions of as-built conditions prior to Mark Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 726
June 17, 2024
Wildomar Cemetery Improvements and Palomar Street Widening – Additional Work Request No. 5 Project No.: IR-00062
Thomas development final as-builts. Our as-builts will be based upon said redlines and/or instructions, and RFI's or submittals answered during the construction phase.

F E E S C H E D U L E
Mark Thoms will require the following to complete anticipated construction engineering support services:

Additional Services Request No. 5 Amount
Task 2.0 – Survey
Task 2.6 – Additional Topographic Survey (Gruwell Street) $7,976 Sub-total $7,976
Task 3.0 - Utilities
Task 3.1 – Utility Base Map Updates $4,792
Sub-total $4,792
Task 7.0 – PS&E
Task 7.9 – Updated PS&E $26,088
Sub-total $26,088
Task 8.0 – Bidding & Construction Support
Task 8.1 – Bid Support and Design Services During Construction $68,312 Task 8.2 - Preparation of As-Builts / Record Information $13,996 Sub-total $82,308
Previous Task 8.0 Subtotal* $18,740*
Other Direct Costs
Sub-total $700
Total $103,124
*Denotes Task 8.0 as proposed herein will replace Task 8.0 per the original Agreement of Services on March 11, 2021. The previous proposed fees have been deducted from the total shown above and will be shifted to miscellaneous tasks 8.1 and 8.2.

Refer to "Attachment A - Fee Schedule" and "Attachment B - Sub-consultant Proposals" for additional information on fees proposed above. To provide all provided services, Mark Thomas is requesting an additional $92,236.

Thank you again for this opportunity to submit this proposal and please do not hesitate to contact myself at (951) 870-3094 or via email directly at [email protected].

Thanks,
Sincerely,

MARK THOMAS
Josh Cosper, PE, PLS
Senior Project Manager
Attachments:

Attachment A – Fee Schedule
Attachment B – Sub-Consultant Proposals
Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 727
June 17, 2024
Wildomar Cemetery Improvements and Palomar Street Widening – Additional Work Request No. 5 Project No.: IR-00062
ATTACHMENT “A”

FEE SCHEDULE
Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 728
Engineering Manager
Sr. Project ManagerProject EngineerDesign Engineer IInternSr. Survey ManagerProject SurveyorLAUD Division ManagerLAUD Project ManagerLandscape DesignerProject AccountantProject CoordinatorFEHR & PEERSGROUP DELTACL SURVEYING $369 $318 $204 $142 $60 $294 $221 $307 $255 $149 $188 $182 Non-DBE Non-DBE DBE

2.0 Survey

2.6 Additional Topographic Survey (Gruwell Street) 8 8 $1,136 - - $6,840.00 $7,976 Subtotal Phase 2 0 0 0 8 0 0 0 0 0 0 0 0 8 $1,136 $0 $0 $6,840 $7,976

3.0 Utilities

3.5 Utility Base Map Updates 10 16 8 34 $4,792 - - - $4,792 Subtotal Phase 3 0 0 10 16 8 0 0 0 0 0 0 0 34 $4,792 $0 $0 $0 $4,792

7.0 PS&E

7.9 Updated PS&E 16 40 80 4 4 144 $26,088 - - - $26,088 Subtotal Phase 7 0 16 40 80 0 0 0 0 0 0 4 4 144 $26,088 $0 $0 $0 $26,088

8.0 Bidding & Construction

8.1 Bid Support and Design Services During Construction 22 108 80 44 52 8 314 $60,812 $7,500 - - $68,312

8.2 Preparation of As-Builts / Record Information 4 12 40 4 24 $13,996 $13,996 Subtotal Phase 8 0 26 120 120 0 0 0 0 48 76 0 8 314 $74,808 $7,500 $0 $0 $82,308 TOTAL HOURS 0 42 170 224 8 0 0 0 48 76 4 12 500
OTHER DIRECT COSTS $700 $0 $0 $0 $700
TOTAL COST $0 $13,356 $34,680 $31,808 $480 $0 $0 $0 $12,240 $11,324 $752 $2,184 $107,524 $7,500 $0 $6,840 $121,864 -$18,740
$103,124
Less Original Tasks 8.1 through 8.3
Total
Total MT
Cost

WILDOMAR CEMETERY PERIMETER WALL, FENCING AND ADA IMPROVEMENTS AND PALOMAR STREET WIDENING Subconsultants

TOTAL COST
Total
Hours
6/17/2024
Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 729
June 17, 2024
Wildomar Cemetery Improvements and Palomar Street Widening – Additional Work Request No. 5 Project No.: IR-00062
ATTACHMENT “B”

SUB-CONSULTANT PROPOSALS
Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 730
400 E. Rincon St., Ste 202
Corona, CA 92879
909.484.4200
www.CL-Survey.com

1 June 4, 2024
Kimberly Barling
Mark Thomas
3400 Inland Empire Boulevard, Suite 101
Ontario, CA 91764
Via Email: [email protected]

RE: City of Wildomar
Wildomar Cemetery – Additional Survey
Dear Kimberly,
CL Surveying and Mapping appreciates the opportunity to present this enclosed proposal for the subject surveying services. We take pride in our exceptional level of professional services and the quality of our survey work. I know you will find our organization to be responsive to your needs and schedules.

The work will be performed as summarized in Exhibit “A” Scope of Work.

We look forward to the opportunity to work with your firm. We are a Certified MBE SBE DBE firm and are a signatory to the Operating Engineers, Local 12 Labor Agreement.

Thank you for your consideration of this proposal. If you have any questions or would like additional information, please do not hesitate to give me a call at (909) 484-4200.

Sincerely,
CL SURVEYING AND MAPPING, INC.

Lam Le, PLS
President
Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 731
400 E. Rincon St., Ste 202
Corona, CA 92879
909.484.4200
www.CL-Survey.com

2 EXHIBIT “A”

CITY OF WILDOMAR
WILDOMAR CEMETERY – ADDITIONAL SURVEY
June 4, 2024
Task 1–Topography and Survey
Perform additional field topographic survey to document existing site topography and planimetrics as shown on Exhibit “B”. Substantial visible improvements will be located within and beyond the street right of way, including utilities, manholes, valve covers, utility vaults and covers, signposts, signs, trees, utility poles, traffic signal poles, cross gutters, local depressions, catch basins, driveway openings, sidewalks, corner access ramps, fire hydrants, parkway drains, etc. Visible indications of surface utilities lying within the project limits will be located, as will accurate lid/rim elevations for drainage structures present. Street cross sections will be taken at 25-foot intervals.

Task 1 Total: $6,840.00
Deliverables will include an AutoCAD drawing file along with the Ascii point file of the survey points collected in the field.

Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 732
400 E. Rincon St., Ste 202
Corona, CA 92879
909.484.4200
www.CL-Survey.com

3 EXHIBIT “B”
Docusign Envelope ID: 692ADB83-4381-41CB-88B1-5FD4FB29283D 733

CITY OF WILDOMAR

CC - REGULAR MEETING

FUTURE AGENDA ITEMS
Meeting Date: October 9, 2024
SUBJECT: Future Agenda Items
SUBMITTED BY: Janet Morales
ACTION:

Title- Councilmember-Anticipated Date

1. Expand Pavement Management/Road Rehab Program for private and public roads - Marquez - TBD
734

CITY OF WILDOMAR

CC - REGULAR MEETING

CONSENT CALENDAR
Agenda Staff Report # 1.2
Meeting Date: October 9, 2024
SUBJECT: City Council/Cemetery District Minutes - September 11, 2024.

SUBMITTED BY: Janet Morales, City Clerk
ACTION:

Approve the minutes as presented.

ATTACHMENTS:

1. Minutes 9-11-2024
735

MINUTES

CITY OF WILDOMAR

CITY COUNCIL/CEMETERY DISTRICT
WEDNESDAY, SEPTEMBER 11, 2024

COUNCIL CHAMBERS
23873 CLINTON KEITH ROAD SUITE 106
WILDOMAR, CA, 92595
Closed Session: 5:30 PM | Regular Session 6:00 PM
CALL TO ORDER – CLOSED SESSION - 5:30 P.M.

The Regular Closed Session was called to order by Mayor Moore at 5:30 p.m.

ROLL CALL
Members in attendance: Bridgette Moore, Ashlee DePhillippo, Carlos Marquez, Joseph Morabito, and Dustin Nigg
Members absent: None.

PUBLIC COMMENTS
There were no public comments.

CLOSED SESSION
The City Council will meet in closed session pursuant to the provisions of Government Code Section 54956.9 (d)(1) to confer with legal counsel with regard to the following matters of pending litigation:

A. O'Neal Pack v. City of Wildomar et al; case number: CVME2401183 B. Richard Ostheimer v. City of Wildomar et al; case number: CVSW2403047 The City Council convened into Closed Session at 5:31 p.m.

RECONVENE INTO OPEN SESSION
The City Council reconvened into open session at 6:00 p.m. with all members present.

ANNOUNCEMENTS
City Attorney Jex stated that the City Council met regarding both items on the closed session agenda and the City Council voted 5-0 to defend both the litigation matters listed 736
on the agenda.

ADJOURN CLOSED SESSION
There being no further business, Mayor Moore adjourned the Closed Session at 6:00 p.m.

CALL TO ORDER – REGULAR SESSION - 6:00 P.M.

The Regular Meeting of the Wildomar City Council was called to order by Mayor Moore at 6:00 p.m.

ROLL CALL
Members in attendance: Bridgette Moore, Ashlee DePhillippo, Carlos Marquez, Joseph Morabito, and Dustin Nigg
Members absent: None.

Staff in attendance: City Manager York, City Attorney Jex, City Clerk Morales, Community Services Director Torres, Administrative Services Director Schrader, Public Works Director Farag, Finance Manager Jantz, Code Enforcement Manager Berroteran, Human Resources and Risk Manager Wolf and Senior Planner Lachgar.

FLAG SALUTE
The flag salute was presented by Troop 332.

MOMENT OF SILENCE - 9/11 REMEMBRANCE
Mayor asked for a moment of silence in remembrance of 9/11.

PRESENTATIONS

1. Proclamation: Constitution Week September 17th - 23rd

2. Proclamation: Pitt Hopkins Awareness Day

DEPARTMENT REPORTS
Code Enforcement Homeless Outreach update followed by The Regional Homeless Alliance/Baker Tilly Presentation given by Susan Price
Public Works/Engineering - Road Improvements Update
Community Services Departmental Update
Councilmember Nigg left the dias at 7:05 p.m.

PUBLIC COMMENTS
There were no public comments.

COUNCIL COMMUNICATIONS
The City Council members spoke regarding various committees, comm1ss1ons, and boards that they serve on locally and regionally and community events including:

1. Riverside Conservation Authority (RCA)
737

2. Riverside Transit Agency (RTA)

3. Riverside County Transportation Commission (RCTC)
4 League of California Cities

5. Southern California Association of Governments (SCAG)

6. Riverside County Habitat Conservation Agency (RCHCA)

7. Western Riverside Council of Governments (WRCOG)

8. Southwest Community Financing Authority (Animal Shelter)

9. Ad Hoc & Subcommittees

10. Community events

11. Regional events

12. Chamber of Commerce

APPROVAL OF THE AGENDA AS PRESENTED
Moved by Joseph Morabito; seconded by Carlos Marquez to approve the agenda as presented.

Motion Approved: 4 - 0
Voting For: Bridgette Moore, Ashlee DePhillippo, Carlos Marquez, Joseph Morabito Voting Against: None
Abstain: None

Absent: Dustin Nigg
1) CONSENT CALENDAR

1.1) July 10, 2024 - City Council/Cemetery District Regular Minutes Approved the minutes as presented.

1.2) August 14, 2024 - City Council/Cemetery District Regular Minutes Approved the minutes as presented.

1.3) August 2024 Warrant Register
Approved the following:

For Fiscal Year 2023/2024:

1. Warrant Register dated 08-01-2024 in the amount of $851,764.80

2. Warrant Register dated 08-08-2024 in the amount of $142,764.67

3. Warrant Register dated 08-15-2024 in the amount of $175,541.19

4. Warrant Register dated 08-22-2024 in the amount of $16,836.46

5. Warrant Register dated 08-29-2024 in the amount of $15,762.50.

For Fiscal Year 2024/2025:

1. Warrant Register dated 08-01-2024 in the amount of $7,707.94

2. Warrant Register dated 08-08-2024 in the amount of $41,511.98

3. Warrant Register dated 08-15-2024 in the amount of $137,016.25

4. Warrant Register dated 08-22-2024 in the amount of $198,984.23

5. Warrant Register dated 08-29-2024 in the amount of $1,413,184.04

6. Wire Transfer Register dated 07-31-2024 in the amount of $20,990.77

7. Payroll Register dated 08-01-2024 in the amount of $286,901.06.

1.4) July 2024 City Treasurers Report
Approved the Treasurer’s Report for July 2024.
738

1.5) Memorandum of Understanding (MOU) with the County of Riverside for Richard St.

Improvements
Authorized the City Manager to sign the Memorandum of Understanding (MOU) with the County of Riverside.

1.6) Tri-Party Consultant Service Agreement for "The Bluffs at Hidden Springs" Specific Plan and EIR (PLN 24-0048)

1. Authorized the City Manager to execute a Tri-Party Consultant Services Agreement (Attachment A) between the City of Wildomar, The Bluffs at Hidden Springs, LLC, Inc. and PlaceWorks, Inc. for the preparation of The Bluffs Specific Plan (SP) and Environmental Impact Report (EIR); and

2. Authorized the City Manager to execute a Consultant Services Agreement/Contract between the City of Wildomar and PlaceWorks, Inc. for preparation of a Specific Plan and Environmental Impact Report for the Bluffs at Hidden Springs Project.

1.7) Agreement for Municipal Financial Advisory Services Authorized the City Manager to execute the Agreement for Services with CSG Advisors, Inc. for Municipal Financial Advisory Services

1.8) FY2024-25 Wildland Fire Protection Agreement
Adopted a Resolution entitled:

RESOLUTION NO. 2024 - 56

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WILDOMAR, CALIFORNIA,

APPROVING THE AGREEMENT WITH THE DEPARTMENT OF FORESTRY AND FIRE PROTECTION (CAL FIRE) FOR WILDLAND FIRE PROTECTION SERVICES FROM JULY 1, 2024 TO JUNE 30, 2025

1.9) Vacation of an Existing 30-foot Road Easement Lot C located in the Faith Bible Church Project Site (Project No. 19-0179)
Adopted a Resolution entitled:

RESOLUTION NO. 2024 -57

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WILDOMAR, CALIFORNIA, SUMMARILY VACATING A 30-FOOT ROAD EASEMENT (LOT “C”) LOCATED IN THE

FAITH BIBLE PROJECT SITE, INCLUDING A RESERVATION OF A PUBLIC UTILITY

EASEMENT

1.10) First Amendment to Agreement for Services between the City of Wildomar, California, and Gods Fan Club, Dba Project T.O.U.C.H.

Authorized the City Manager to execute Amendment #1 (Attachment A) of the Professional Services Agreement between the City of Wildomar and God's Fan Club, dba Project T.O.U.C.H., to be extended indefinitely.

1.11) Consideration of annual reporting of completed State mandated fire and life safety inspections by the City of Wildomar in compliance with SB 1205 for Fiscal Year 2023-2024
739
Adopted a Resolution entitled:

RESOLUTION NO. 2024 - 58

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WILDOMAR, CALIFORNIA,

ACKNOWLEDGING RECEIPT OF A REPORT MADE BY THE FIRE CHIEF OF THE

RIVERSIDE COUNTY FIRE DEPARTMENT REGARDING THE INSPECTION OF CERTAIN

OCCUPANCIES REQUIRING ANNUAL INSPECTIONS IN SUCH OCCUPANCIES PURSUANT TO SECTIONS 13145, 13146, and 17921 OF THE CALIFORNIA HEALTH AND SAFETY CODE

1.12) Services Agreement for Human Resources Information System, Electronic Forms, and Performance Evaluation Software with NeoGov, Inc.

Authorized the City Manager to enter into an Agreement with NeoGov, Inc. by way of Order Form and Agreement for human resources information systems (HRIS) software, electronic forms, and performance evaluation software.

Moved by Carlos Marquez; seconded by Joseph Morabito to approve the Consent Calendar.

Motion Approved: 4 - 0
Voting For: Bridgette Moore, Ashlee DePhillippo, Carlos Marquez, Joseph Morabito Voting Against: None
Abstain: None

Absent: Dustin Nigg
2) PUBLIC HEARINGS

2.1) Consideration of Resolution of Necessity for Condemnation of a Portion of Vacant Property Identified by Assessor Parcel Number 362-250-025 for the Clinton Keith Road Widening Project (CIP 025-1)
City Attorney Jex and Public Works Director Farag presented the staff report.

Moved by Carlos Marquez; seconded by Joseph Morabito to

1. Conduct a hearing on the proposed Resolution 2024- 59 of the City of Wildomar finding and determining that the public interest, convenience, and necessity require the acquisition of certain property for public purposes; and

2. Review the evidence presented, including this staff report and public comments, and close the hearing; and

3. Find that on January 13, 2010, in accordance with the California Environmental Quality Act (CEQA) and State CEQA Guidelines §15070, the City Council adopted Resolution 2010-02 certifying a Mitigated Negative Declaration or the Clinton Keith Road Widening Project, and that no additional CEQA findings are required for the Project; and

4. Adopt a Resolution entitled:

RESOLUTION 2024 - 59

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WILDOMAR FINDING AND

DETERMINING THAT THE PUBLIC INTEREST, CONVENIENCE AND NECESSITY REQUIRE

THE ACQUISITION OF CERTAIN PROPERTY FOR PUBLIC PURPOSES 740
Motion Approved: 4 - 0
Voting For: Bridgette Moore, Ashlee DePhillippo, Carlos Marquez, Joseph Morabito Voting Against: None
Abstain: None

Absent: Dustin Nigg
3) GENERAL BUSINESS
There were no items scheduled.

CITY MANAGER REPORT
City Manager York presented the report.

CR&R provided an update on the pilot clean-up voucher program.

FUTURE AGENDA ITEMS
There were no future agenda items added.

ADJOURN THE CITY COUNCIL MEETING
There being no further business, Mayor Moore adjourned the City Council Meeting at 8:24 p.m.

CALL TO ORDER THE WILDOMAR CEMETERY DISTRICT
The Regular Meeting of the Wildomar Cemetery District Meeting was called to order by Chair Moore at 8:25 p.m.

ROLL CALL
Members in attendance: Bridgette Moore, Ashlee DePhillippo, Carlos Marquez, and Joseph Morabito
Members absent: Dustin Nigg

PUBLIC COMMENTS
There were no public comments.

BOARD COMMUNICATIONS
There were no board communications.

APPROVAL OF THE AGENDA AS PRESENTED
Moved by Joseph Morabito; seconded by Carlos Marquez to approve the agenda as presented.

Motion Approved: 4 - 0
Voting For: Bridgette Moore, Ashlee DePhillippo, Carlos Marquez, Joseph Morabito Voting Against: None
Abstain: None

Absent: Dustin Nigg
741
4) CEMETERY CONSENT CALENDAR

4.1) July 10, 2024 - City Council/Cemetery District Regular Minutes Approved the minutes as presented.

4.2) August 14, 2024 - City Council/Cemetery District Regular Minutes Approved the minutes as presented.

4.3) August 2024 Cemetery Warrant Register
Approved the following:

For Fiscal Year 2023/20241. Warrant Register dated 08-08-2024 in the amount of $2,977.07.2. Warrant Register dated 08-22-2024 in the amount of $270.00.

For Fiscal Year 2024/20251. Warrant Register dated 08-01-2024 in the amount of $7,905.80.2. Warrant Register dated 08-08-2024 in the amount of $1,214.55.3.

Warrant Register dated 08-22-2024 in the amount of $1,659.76.4. Warrant Register dated 08-29-2024 in the amount of $2,763.78.

4.4) July 2024 Cemetery Treasurers Report
Approved the Treasurer’s Report for July 2024.

Moved by Carlos Marquez; seconded by Joseph Morabito to approve the Cemetery Consent Calendar.

Motion Approved: 4 - 0
Voting For: Bridgette Moore, Ashlee DePhillippo, Carlos Marquez, Joseph Morabito Voting Against: None
Abstain: None

Absent: Dustin Nigg
5) CEMETERY PUBLIC HEARINGS
There were no items scheduled.
6) CEMETERY GENERAL BUSINESS
There were no items scheduled.

GENERAL MANAGER REPORT
There was no general manager report.

FUTURE AGENDA ITEMS
There were no future agenda items added.

ADJOURN THE WILDOMAR CEMETERY DISTRICT MEETING
There being no further business, Chair Moore adjourned the Wildomar Cemetery District Meeting at 8:25 p.m.
742
Submitted by:
_____________________________
Janet Morales, CMC
City Clerk
743

CITY OF WILDOMAR

CC - REGULAR MEETING

CONSENT CALENDAR
Agenda Staff Report # 4.2
Meeting Date: October 9, 2024
SUBJECT: September 2024 Cemetery Warrant Register
SUBMITTED BY: Adam Jantz, Finance Manager
PREPARED BY: Adam Jantz, Finance Manager
ACTION:

Approve the following:

For Fiscal Year 2024/2025

1. Warrant Register dated 09-05-2024 in the amount of $124.59.

2. Warrant Register dated 09-12-2024 in the amount of $92.39.

SUMMARY:

September 2024 Cemetery Warrant Register
DISCUSSION:

The Wildomar Cemetery District requires that the Trustees audit payments of demands and direct the General Manager to issue checks. The Warrant Registers are submitted for approval.

FISCAL IMPACT:

These Warrant Registers will have a budgetary impact in the amount and fiscal year noted in the recommendation section of this report. These costs are included in the Fiscal Years 2023/24 and 2024/25 Budgets.

ATTACHMENTS:

September 2024 Cemetery Warrant Register.pdf
744
09/05/2024
Voucher List
City of Wildomar
1 2:18:23PM
Page:

Bank code : wf
Voucher Date Vendor Invoice PO # Description/Account Amount 218766 9/5/2024 001720 STERICYCLE, INC 8008175669B CONTRACTUAL SHREDDING SVC 124.59 Total : 124.59
1 Vouchers for bank code : wf Bank total : 124.59
1 Vouchers in this report Total vouchers : 124.59
745
09/12/2024
Voucher List
City of Wildomar
1 7:55:55AM
Page:

Bank code : wf
Voucher Date Vendor Invoice PO # Description/Account Amount 218785 9/12/2024 000790 SPARKLETTS 18075184-090724 CEMETERY DRINKING WATER THROUGH 09/07/24

92.39 Total : 92.39
1 Vouchers for bank code : wf Bank total : 92.39
1 Vouchers in this report Total vouchers : 92.39
746

CITY OF WILDOMAR

CC - REGULAR MEETING

CONSENT CALENDAR
Agenda Staff Report # 4.3
Meeting Date: October 9, 2024
SUBJECT: August 2024 Cemetery Treasurers Report
SUBMITTED BY: Adam Jantz, Finance Manager
PREPARED BY: Adam Jantz, Finance Manager
ACTION:

Staff recommends that the Board of Trustees approve the Treasurer’s Report for August 2024.

SUMMARY:

August 2024 Cemetery Treasurer's Report
DISCUSSION:

Attached is the Treasurer’s Report for Cash and Investments for the month of August 2024.

Over the month, the Cemetery General Fund and Endowment Fund earned $6,172.80 in interest from investments.

FISCAL IMPACT:

This is only a report of balances for the Cemetery and therefore has no fiscal impact.

ACCOUNT CODE:
300-1011
301-1011
ATTACHMENTS:

August 2024 Cemetery Treasurer's Report.pdf
747

PERCENT

OF DAYS STATED
FUND BOOK VALUE FACE VALUE MARKET VALUE PORTFOLIO TO MAT. RATE 301 $ 429,724.58 $ 429,724.58 $ 429,724.58 28.16% N/A 5.410% 300 $ 1,050,168.99 $ 1,050,168.99 $ 1,096,283.77 71.84% 880 4.400% $ 1,479,893.57 $ 1,479,893.57 $ 1,526,008.35 100.00%
+ + WITHDRAWALS/

BEGINNING DEPOSITS/ INTEREST SALES/ ENDING STATED

FUND BALANCE PURCHASES DEPOSITED MATURITIES BALANCE RATE 301 $ 427,762.75 $ - $ 1,961.83 $ $ 429,724.58 5.410% - 300 $ 1,045,958.02 $ - $ 4,210.97 $ $ 1,050,168.99 4.400% - TOTAL $ 1,473,720.77 $ - $ 6,172.80 $ $ 1,479,893.57 -

WILDOMAR CEMETERY DISTRICT

TREASURER'S REPORT FOR

CASH AND INVESTMENT PORTFOLIO
August 2024

DISTRICT INVESTMENT
ISSUER
ISSUER
TOTAL

CAMP POOL

CAMP MANAGED ACCOUNT

CAMP POOL

CAMP MANAGED ACCOUNT
City Treasurer
In compliance with the California Code Section 53646, as City Treasurer for the Wildomar Cemetery District, I hereby certify that sufficient investment liquidity and anticipated revenues are available to meet the District's expenditure requirements for the next six months.

I also certify that this report reflects all Government Agency pooled investments and all of the District's Bank Balances.

Heidi Schrader 9/16/2024
Heidi Schrader Date
748

Wildomar City CouncilOctober 9, 2024

Wildomar City Council
October 9, 2024