Agenda packet, closed session — Wildomar City Council, February 10, 2026 (part 4 of 5)

City of Wildomar, CA
2026 Pavement Mangement Program Update
Planned Projects FY 2026-27, 2027-28
Street Maintenance and Rehabilitation List
Sorted by Fiscal Year
Fiscal Year Street ID Section ID StreetName From To Lanes Functional Class Surface Type Length (ft) Width (ft) Area (sf) PCI Date PCI 25 PMP Treatment FY 27/28 W1056A 09000 BUNDY CANYON RD HARVEST WAY HARVEST WAY E 2 A - Arterial O - AC/AC 2,498 26 66,884 5/3/2025 37 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1056A 09500 BUNDY CANYON RD HARVEST WAY E SUNSET AVE (CL) 2 A - Arterial O - AC/AC 1,980 26 43,788 5/3/2025 24 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1056A 01500EB BUNDY CANYON RD ORCHARD ST ALMOND ST 2 A - Arterial A - AC 1,320 28 32,951 5/3/2025 46 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1056A 01500WB BUNDY CANYON RD ALMOND ST ORCHARD ST 2 A - Arterial A - AC 1,320 28 46,503 5/3/2025 27 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1056A 03000EB BUNDY CANYON RD ORANGE ST I-15 SB RAMPS 2 A - Arterial A - AC 450 41 16,452 5/3/2025 17 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1056A 03000WB BUNDY CANYON RD I-15 SB RAMPS ORANGE ST 2 A - Arterial A - AC 450 41 18,298 5/3/2025 18 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1056A 03500EB BUNDY CANYON RD I-15 SB RAMPS I-15 NB RAMPS 2 A - Arterial A - AC 595 41 28,157 5/3/2025 23 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1056A 03500WB BUNDY CANYON RD I-15 NB RAMPS I-15 SB RAMPS 2 A - Arterial A - AC 595 41 27,370 5/3/2025 15 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1259 01000 LEMON ST MISSION TRL JARO DR 2 C - Collector A - AC 795 26 18,996 5/3/2025 36 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1259 01500 LEMON ST JARO RD VALENCIA ST 2 C - Collector A - AC 800 45 31,158 5/3/2025 34 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1259 02000 LEMON ST VALENCIA ST ORCHARD ST 2 C - Collector A - AC 410 26 10,982 5/3/2025 38 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1259 02500 LEMON ST ORCHARD ST LOQUAT ST 2 C - Collector A - AC 660 48 27,413 5/3/2025 29 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1259 03000 LEMON ST LOQUAT ST ALMOND ST 2 C - Collector O - AC/AC 658 46 30,063 5/3/2025 50 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W1259 03500 LEMON ST ALMOND ST GRAPE ST 2 C - Collector O - AC/AC 630 42 25,486 5/3/2025 38 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR FY 27/28 W3245 01000 MONTE VISTA DR BUNDY CANYON RD 275' N/ SUMMER SAGE WY 2 MiA - Minor Arterial (4) A - AC 1,600 26 52,064 10/20/2025 100 MILL AND THIN AC OVERLAY(2.0 INCHES) + BR FY 27/28 W3245 02000 MONTE VISTA DR 275' N/ SUMMER SAGE WY 360' S/ SUMMER SAGE WY 2 MiA - Minor Arterial (4) A - AC 665 26 16,608 5/3/2025 90 MILL AND THIN AC OVERLAY(2.0 INCHES) + BR FY 27/28 W3245 03000 MONTE VISTA DR 360' S/ SUMMER SAGE WY VIA CARNAGHI 2 MiA - Minor Arterial (4) A - AC 1,980 35 70,328 5/3/2025 24 MILL AND THIN AC OVERLAY(2.0 INCHES) + BR FY 27/28 W3245 04000 MONTE VISTA DR VIA CARNAGHI WILDOMAR TRAIL 2 MiA - Minor Arterial (4) A - AC 2,195 36 78,369 5/3/2025 17 MILL AND THIN AC OVERLAY(2.0 INCHES) + BR

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Appendix C
Maintenance and Rehabilitation (M&R) Decision Tree

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City of Wildomar, CA
2026 Pavement Management Program Update
Decision Tree - AC and AC/AC
Treatment Unit Cost
($/SY) Treatment Unit Cost
($/SY) Treatment Unit Cost
($/SY)
85-100 SEAL CRACKS $ 2.00 SEAL CRACKS $ 1.50 SEAL CRACKS $ 1.50 70-84 SLURRY SEAL & SEAL
CRACKS $ 8.10 SLURRY SEAL & SEAL
CRACKS $ 4.50 SLURRY SEAL & SEAL
CRACKS $ 3.40
II (Fair) 50-69
(Non-Load)1
THIN AC OVERLAY(1.5
INCHES) $ 27.00 CAPE SEAL (REAS Over
Chip Seal ) +BASE REPAIR $ 10.70 CAPE SEAL (REAS Over Chip Seal ) +BASE REPAIR $ 9.60
III (Fair) 50
-69
(Load)2

MILL AND THIN AC
OVERLAY (2.0 INCHES)
+BASE REPAIR
$ 44.00

MILL AND THIN AC
OVERLAY (1.5 INCHES)
+BASE REPAIR
$ 34.00

MILL AND THIN AC
OVERLAY (1.5 INCHES)
+BASE REPAIR
$ 39.00
IV (Poor) 25-49 MILL AND THICK AC
OVERLAY(2.5 INCHES) $ 56.00 MILL AND THICK AC OVERLAY(2.5 INCHES) $ 54.00 MILL AND THICK AC OVERLAY(2.5 INCHES) $ 51.00

RECONSTRUCT SURFACE
(4.0"AC over 6.0" AB) $ 125.00 RECONSTRUCT SURFACE (3.0"AC over 4.0" AB) $ 91.00

4.0" AC over 6.0" FDR $ 108.00 3.0" AC over 4.0" FDR $ 68.00 $ 87.00
2 Load-related pavement distress refers to damage or deterioration in pavement that occurs primarily due to the stresses and strains imposed by traffic loads, particularly heavy vehicles. The weight and movement of vehicles, especially trucks and buses, can exert significant forces on the pavement surface, subbase, and subgrade, leading to various forms of structural and surface distress. Some examples include alligator cracking, rutting, and potholes.

Condition
Category PCI Range
Arterials Collectors Residentials/Locals
1 Non-load related pavement distress refers to the deterioration or damage in pavement that is not caused by traffic loads or vehicle weight. Instead, this type of distress typically results from environmental factors, material properties, construction practices, or other non-traffic-related causes.

Examples of non-load related distress include longitudinal/transverse cracks, bleeding, block cracking, and weathering.

I (Very
Good)
V (Very
Poor) 0-24 RECONSTRUCT SURFACE
(3.0"AC over 4.0" AB)

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580

Appendix D
Budget Needs

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City of Wildomar, CA
2026 Pavement Management Program Update
Budget Needs - Projected PCI and Cost Summary
FY PCI Treated PCI Untreated PM Cost Rehab Cost Total Cost Inflation Rate Used
2026-27 88 66 $1,454,646 $57,433,355 $58,888,001 4.5%
2027-28 84 63 $190,244 $1,541,975 $1,732,219 4.5%
2028-29 83 61 $244,005 $2,087,335 $2,331,341 4.5%
2029-30 82 59 $360,017 $1,245,180 $1,605,197 4.5%
2030-31 81 57 $359,129 $163,838 $522,967 4.5%
Total - - $2,608,043 $62,471,683 $65,079,726
FY Sq. yd. Treated Cost FY Sq. Yd. Treated Cost FY Sq. Yd. Treated Cost 2026-27 1,224 $1,835 2026-27 321,868 $1,452,811 2026-27 414,340 $4,054,568 2027-28 1,291 $2,389 2027-28 33,074 $187,855 2027-28 46,345 $467,404 2028-29 7,280 $12,366 2028-29 41,873 $231,640 2028-29 42,325 $460,940 2029-30 415 $757 2029-30 54,116 $259,222 2029-30 104,184 $1,141,352 2030-31 25,427 $49,298 2030-31 22,561 $94,168 2030-31 0 $0 FY Sq. Yd. Treated Cost FY Sq. Yd. Treated Cost FY Sq. Yd. Treated Cost 2026-27 102,949 $2,779,635 2026-27 393,932 $14,683,350 2026-27 27,576 $1,213,354 2027-28 0 $0 2027-28 15,079 $614,536 2027-28 18,770 $863,045 2028-29 0 $0 2028-29 35,899 $1,690,877 2028-29 2,791 $134,100 2029-30 0 $0 2029-30 2,248 $100,038 2029-30 0 $0
2030-31 0 $0 2030-31 8,160 $379,502 2030-31 0 $0
FY Sq. Yd. Treated Cost FY Sq. Yd. Treated Cost FY Sq. Yd. Treated Cost 2026-27 412,562 $22,017,154 2026-27 43,916 $3,845,789 2026-27 68,438 $8,554,778 2027-28 0 $0 2027-28 0 $0 2027-28 0 $0
2028-29 626 $34,876 2028-29 0 $0 2028-29 0 $0
2029-30 1,784 $103,828 2029-30 0 $0 2029-30 0 $0
2030-31 0 $0 2030-31 0 $0 2030-31 0 $0
MILL AND THICK AC OVERLAY(2.5 INCHES) + BR SURFACE RECONSTRUCTION (3.0"AC/4.0"AB) SURFACE RECONSTRUCTION (4.0"AC/6.0"AB) CAPE SEAL (REAS/CHIP SEAL) +BR
MILL AND THIN AC OVERLAY(2.0 INCHES) + BR
Budget Needs - Treatment Cost Summary
Unconstrained Budget

SEAL CRACKS SLURRY SEAL & SEAL CRACKS
THIN AC OVERLAY(1.5 INCHES) MILL AND THIN AC OVERLAY(1.5 INCHES) + BR

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Appendix E
Scenario Results

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Appendix E-1
Scenario 1

584
City of Wildomar, CA
2026 Pavement Management Program Update
Scenario 1 - Projected PCI and Cost Summary
FY PCI Treated PCI Untreated
Preventive
Maintenance
Cost
Rehabilitation
Cost PMP Cost Inflation Rate
Used
2025-26 68 67 283,339$ 1,314,724$ $1,598,063 4.5% 2026-27 69 63 394,468$ 1,202,145$ $1,596,613 4.5% 2027-28 68 61 318,581$ 1,277,907$ $1,596,488 4.5% 2028-29 66 59 160,661$ 1,430,647$ $1,591,308 4.5% 2029-30 65 57 332,829$ 1,265,639$ $1,598,468 4.5% Total - - 1,489,878$ 6,491,062$ $7,980,940 - FY SY Treated Cost FY SF Treated Cost FY SF Treated Cost 26/27 50,178 $170,606 26/27 11,743 $112,733 26/27 0 $0
27/28 53,822 $195,368 27/28 19,846 $199,100 27/28 16,044 $452,681 28/29 42,739 $158,683 28/29 15,252 $159,898 28/29 0 $0
# 29/30 35,012 $135,844 29/30 2,265 $24,817 29/30 0 $0
# 30/31 71,854 $305,140 30/31 2,419 $27,689 30/31 5,758 $185,403 FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 26/27 0 $0 26/27 0 $0 26/27 124,474 $1,314,724
27/28 0 $0 27/28 25,946 $0 27/28 106,042 $749,464
28/29 12,619 $537,440 28/29 0 $0 28/29 13,295 $740,467
29/30 0 $0 29/30 5,405 $271,370 29/30 18,141 $1,159,278 30/31 0 $0 30/31 0 $0 30/31 16,651 $1,080,236
MILL AND THIN AC OVERLAY(1.5 INCHES) + BR MILL AND THIN AC OVERLAY(2.0 INCHES) + BR MILL AND THICK AC OVERLAY(2.5 INCHES) + BR Scenario 1 Cost Summary
Scenario 1- Treatment Cost Summary
Slurry Seal + Crack Seal Cape Seal+ Crack Seal + BR THIN AC OVERLAY(1.5 INCHES)

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Appendix E-2
Scenario 2

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City of Wildomar, CA
2026 Pavement Management Program Update
Scenario 2 - Projected PCI and Cost Summary
FY PCI Treated PCI Untreated
Preventive
Maintenance
Cost
Rehabilitation
Cost PMP Cost Inflation Rate
Used
2025-26 68 67 360,172$ 2,238,116$ $2,598,288 4.5% 2026-27 70 63 359,773$ 2,237,586$ $2,597,359 4.5% 2027-28 69 61 350,093$ 2,237,437$ $2,587,530 4.5% 2028-29 68 59 346,445$ 2,252,257$ $2,598,702 4.5% 2029-30 67 57 452,552$ 2,145,900$ $2,598,452 4.5% Total - - 1,869,035$ 11,111,297$ $12,980,332 - FY SY Treated Cost FY SF Treated Cost FY SF Treated Cost 26/27 52,007 $176,825 26/27 19,099 $183,347 26/27 1,374 $37,101 27/28 51,136 $181,685 27/28 17,752 $178,088 27/28 17,001 $479,671 28/29 46,521 $172,725 28/29 16,919 $177,368 28/29 5,539 $163,306 # 29/30 41,211 $197,843 29/30 13,565 $148,602 29/30 0 $0 # 30/31 74,251 $314,858 30/31 11,153 $137,694 30/31 5,758 $185,403 FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 26/27 0 $0 26/27 0 $0 26/27 141,064 $2,201,015
27/28 0 $0 27/28 25,946 $0 27/28 122,743 $1,757,915
28/29 12,619 $537,440 28/29 0 $0 28/29 27,443 $1,536,692 29/30 0 $0 29/30 5,405 $271,370 29/30 31,305 $1,980,887 30/31 0 $0 30/31 5,394 $283,051 30/31 26,070 $1,677,446 Scenario 2 Cost Summary
MILL AND THIN AC OVERLAY(1.5 INCHES) + BR MILL AND THIN AC OVERLAY(2.0 INCHES) + BR MILL AND THICK AC OVERLAY(2.5 INCHES) + BR Scenario 2- Treatment Cost Summary
Slurry Seal + Crack Seal Cape Seal+ Crack Seal + BR THIN AC OVERLAY(1.5 INCHES)

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Appendix E-3
Scenario 3

588
City of Wildomar, CA
2026 Pavement Management Program Update
Scenario 3 - Projected PCI and Cost Summary
FY PCI Treated PCI Untreated
Preventive
Maintenance
Cost
Rehabilitation
Cost PMP Cost Inflation Rate
Used
2025-26 70 67 740,340$ 4,252,484$ $4,992,824 4.5% 2026-27 72 63 731,812$ 4,257,507$ $4,989,319 4.5% 2027-28 72 61 1,142,143$ 3,843,286$ $4,985,429 4.5% 2028-29 72 59 2,226,914$ 2,764,899$ $4,991,813 4.5% 2029-30 72 57 727,282$ 4,265,763$ $4,993,045 4.5% Total - - 5,568,491$ 19,383,939$ $24,952,430 - FY SY Treated Cost FY SF Treated Cost FY SF Treated Cost 26/27 135,451 $477,434 26/27 26,890 $262,906 26/27 40,119 $1,083,216 27/28 94,693 $460,976 27/28 26,997 $270,836 27/28 12,278 $346,430 28/29 50,988 $222,679 28/29 85,959 $919,464 28/29 0 $0
# 29/30 65,704 $356,190 29/30 169,467 $1,870,724 29/30 0 $0 # 30/31 86,092 $420,274 30/31 26,817 $307,008 30/31 5,758 $185,403 FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 26/27 20,628 $701,360 26/27 6,066 $266,894 26/27 141,064 $2,201,015 27/28 36,509 $1,297,157 27/28 25,946 $0 27/28 137,370 $2,613,920 28/29 34,534 $1,351,127 28/29 3,030 $145,599 28/29 40,686 $2,346,560 29/30 11,828 $512,642 29/30 5,405 $271,370 29/30 31,305 $1,980,887 30/31 46,949 $2,119,863 30/31 5,394 $283,051 30/31 26,070 $1,677,446 MILL AND THIN AC OVERLAY(1.5 INCHES) + BR MILL AND THIN AC OVERLAY(2.0 INCHES) + BR MILL AND THICK AC OVERLAY(2.5 INCHES) + BR Scenario 3 Cost Summary
Scenario 3- Treatment Cost Summary
Slurry Seal + Crack Seal Cape Seal+ Crack Seal + BR THIN AC OVERLAY(1.5 INCHES)

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Appendix E-4
Scenario 4

590
City of Wildomar, CA
2026 Pavement Management Program Update
Scenario 4 - Projected PCI and Cost Summary
FY PCI Treated PCI Untreated
Preventive
Maintenance
Cost
Rehabilitation
Cost PMP Cost Inflation Rate
Used
2025-26 71 67 2,220,591$ 17,753,730$ $19,974,321 4.5% 2026-27 76 63 1,608,056$ 18,354,771$ $19,962,827 4.5% 2027-28 77 61 846,131$ 19,113,448$ $19,959,579 4.5% 2028-29 78 59 1,720,487$ 18,234,688$ $19,955,175 4.5% 2029-30 80 57 598,105$ 19,267,884$ $19,865,989 4.5% Total - - 6,993,370$ 92,724,519$ $99,717,889 - FY SY Treated Cost FY SF Treated Cost FY SF Treated Cost 26/27 159,879 $638,290 26/27 161,448 $1,582,301 26/27 40,119 $1,083,216 27/28 107,021 $604,012 27/28 99,838 $1,004,044 27/28 12,278 $346,430 28/29 55,243 $260,316 28/29 54,236 $585,815 28/29 0 $0
# 29/30 90,850 $436,612 29/30 117,193 $1,283,875 29/30 0 $0 # 30/31 95,939 $423,818 30/31 13,908 $174,287 30/31 5,758 $185,403 FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 26/27 76,984 $2,654,681 26/27 6,066 $266,894 26/27 168,935 $3,761,778 27/28 85,451 $3,432,849 27/28 28,977 $139,330 27/28 170,533 $4,454,749 28/29 139,423 $5,866,405 28/29 0 $0 28/29 56,799 $3,267,254 29/30 55,271 $2,459,882 29/30 5,405 $271,370 29/30 91,317 $5,525,849 30/31 55,893 $2,599,484 30/31 5,394 $283,051 30/31 97,543 $6,049,635 FY SF Treated Cost FY SF Treated Cost
26/27 0 $0 26/27 613,431 $9,987,160
27/28 0 $0 27/28 504,099 $9,981,413
28/29 0 $0 28/29 305,701 $9,979,789
29/30 0 $0 29/30 360,037 $9,977,587
30/31 2,003 $217,316 30/31 276,437 $9,932,994
SURFACE RECONSTRUCTION (4.0"AC/6.0"AB)SURFACE RECONSTRUCTION (3.0"AC/4.0"AB) Scenario 4 Cost Summary
Scenario 4- Treatment Cost Summary
Slurry Seal + Crack Seal Cape Seal+ Crack Seal + BR THIN AC OVERLAY(1.5 INCHES) MILL AND THIN AC OVERLAY(1.5 INCHES) + BR MILL AND THIN AC OVERLAY(2.0 INCHES) + BR MILL AND THICK AC OVERLAY(2.5 INCHES) + BR

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Appendix F
Scenario 2 – Sections Selected for Treatment

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City of Wildomar, CA
2025 Pavement Management Program Update
Work Plan (Scenario 2)
Street Maintenance and Rehabilitation List
Sorted by Fiscal Year, Street Name
Fiscal
Year
Street
ID
Section
ID Street Name From To Lanes Functional Surface
Type Length Width Area Insp. Date PCI
2025 Treatment Total Cost
FY 2026-27 W1509 01000 AUTUMN OAK PL CEDAR SPRING CT CDS - END 2 Residential/Local AC 789 36 30,937 5/5/2025 35 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $183,199 FY 2026-27 WBELO 01000 BELLA OAKS ST VERDE VISTA WAY CROSS ROADS ST 2 Residential/Local AC 471 36 16,090 5/1/2025 66 CAPE SEAL (REAS/CHIP SEAL) +BR $17,935 FY 2026-27 WCARR 01000 CARLTON RD SMITH RANCH RD COUNTRY PARK DR 2 Residential/Local AC 1,027 36 38,085 5/1/2025 65 SLURRY SEAL & SEAL CRACKS $15,035 FY 2026-27 WCEDR 01000 CEDAR RIDGE CT CROSS ROADS ST CDS - END 2 Residential/Local AC 239 36 9,575 5/1/2025 71 CAPE SEAL (REAS/CHIP SEAL) +BR $10,673 FY 2026-27 WCINC 01000 CINNABAR CT CARLTON RD CDS - END 2 Residential/Local AC 214 36 9,295 5/1/2025 72 CAPE SEAL (REAS/CHIP SEAL) +BR $10,361 FY 2026-27 W1499 01000 CLOUD CREST CT AUTUMN OAK PL CDS - END 2 Residential/Local AC 454 36 18,554 5/5/2025 49 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $109,871 FY 2026-27 W9405 01000 COUNTRY PARK DR CREST MEADOW DR (N) PICNIC LN 2 Residential/Local AC 1,320 36 46,547 5/1/2025 77 SLURRY SEAL & SEAL CRACKS $18,376 FY 2026-27 W9405 01250 COUNTRY PARK DR PICNIC LN ELIZABETH LN 2 Residential/Local AC 532 36 18,568 5/1/2025 83 SLURRY SEAL & SEAL CRACKS $7,330 FY 2026-27 W9405 01500 COUNTRY PARK DR ELIZABETH LN SMITH RANCH RD 2 Residential/Local AC 1,045 36 36,822 5/1/2025 75 SLURRY SEAL & SEAL CRACKS $14,537 FY 2026-27 W9405 02000 COUNTRY PARK DR SMITH RANCH RD CARLTON RD 2 Residential/Local AC 515 36 18,910 5/1/2025 71 CAPE SEAL (REAS/CHIP SEAL) +BR $21,078 FY 2026-27 W9405 03000 COUNTRY PARK DR CARLTON RD BUTCHART ST 2 Residential/Local AC 1,095 36 41,535 5/1/2025 80 SLURRY SEAL & SEAL CRACKS $16,397 FY 2026-27 W9411 01000 CREST MEADOW DR COUNTRY PARK DR LA ESTRELLA ST 2 Residential/Local AC 1,628 36 58,308 5/1/2025 76 SLURRY SEAL & SEAL CRACKS $23,019 FY 2026-27 WCROS 01000 CROSSROADS ST LA ESTRELLA ST LORING RD 2 Residential/Local AC 1,261 36 44,597 5/1/2025 69 CAPE SEAL (REAS/CHIP SEAL) +BR $49,711 FY 2026-27 W9414 02000 ELIZABETH LN CLINTON KEITH RD KENTMAN CT 2 Residential/Local AC 424 52 19,628 5/1/2025 81 SLURRY SEAL & SEAL CRACKS $7,749 FY 2026-27 W9414 03000 ELIZABETH LN KENTMAN CT COUNTRY PARK DR 2 Residential/Local AC 821 36 31,163 5/1/2025 84 SLURRY SEAL & SEAL CRACKS $12,302 FY 2026-27 W9406 01000 GREENHOUSE CT ROSEDOWN LN CDS - END 2 Residential/Local AC 129 36 6,478 5/1/2025 89 SLURRY SEAL & SEAL CRACKS $2,557 FY 2026-27 W9655 01000 LITTLE BOOK CIR SMITH RANCH RD CDS - END 2 Residential/Local AC 441 36 16,889 5/1/2025 67 SLURRY SEAL & SEAL CRACKS $6,667 FY 2026-27 WLORR 01000 LORING RD VERDE VISTA WAY EAST END (130' E BUTCHART ST) 2 Residential/Local AC 1,147 36 38,874 5/1/2025 71 SLURRY SEAL & SEAL CRACKS $15,347 FY 2026-27 W9658 01000 MAURI CT SMITH RANCH RD CDS - END 2 Residential/Local AC 508 36 19,116 5/1/2025 74 SLURRY SEAL & SEAL CRACKS $7,547 FY 2026-27 W1619A 02000NB MISSION TRL WALNUT ST CANYON DR 2 Arterial AC 1,330 32 43,653 4/30/2025 54 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $283,842 FY 2026-27 W1619A 02000SB MISSION TRL CANYON DR WALNUT ST 2 Arterial AC 1,330 32 39,301 5/1/2025 44 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $255,544 FY 2026-27 W1619A 02500NB MISSION TRL CANYON DR BUNDY CANYON RD 2 Arterial AC 1,335 32 41,444 4/30/2025 54 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $269,478 FY 2026-27 W1619A 02500SB MISSION TRL BUNDY CANYON RD CANYON DR 2 Arterial AC 1,335 32 46,760 5/1/2025 54 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $304,044 FY 2026-27 W1619A 03000NB MISSION TRL BUNDY CANYON RD WAITE ST 2 Arterial AC 1,315 35 40,137 4/30/2025 39 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $260,980 FY 2026-27 W1619A 03000SB MISSION TRL WAITE ST BUNDY CANYON RD 2 Arterial AC 1,315 35 43,763 5/1/2025 62 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $284,557 FY 2026-27 WMORW 01000 MORELOCK WAY PALOMAR ST ALBERT ST 2 Residential/Local AC 360 20 8,502 5/5/2025 45 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $50,346 FY 2026-27 W9403 01000 PARKLAND CT ELIZABETH LN CDS - END 2 Residential/Local AC 578 36 22,232 5/1/2025 83 SLURRY SEAL & SEAL CRACKS $8,777 FY 2026-27 W9404 01000 PASTURE CT SMITH RANCH RD CDS - END 2 Residential/Local AC 258 36 11,380 5/1/2025 70 SLURRY SEAL & SEAL CRACKS $4,493 FY 2026-27 WPORC 01000 PORTICA CT CROSSROADS ST CDS- END 2 Residential/Local AC 400 36 15,936 5/1/2025 70 CAPE SEAL (REAS/CHIP SEAL) +BR $17,763 FY 2026-27 W9412 01000 RIVER OAK CT CREST MEADOW DR CDS - END 2 Residential/Local AC 255 36 10,873 5/1/2025 90 SLURRY SEAL & SEAL CRACKS $4,292 FY 2026-27 W9407 01000 ROSEDOWN LN COUNTRY PARK DR CDS - END 2 Residential/Local AC 783 36 29,771 5/1/2025 79 SLURRY SEAL & SEAL CRACKS $11,753 FY 2026-27 W1284 01000 SHEILA LN UNION ST GRAND AVE 2 Residential/Local AC 1,302 36 47,560 5/4/2025 33 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $298,201 FY 2026-27 WVERW 01000 VERDE VISTA WY COUNTRY PARK DR CDS - END 2 Residential/Local AC 1,285 36 50,111 5/1/2025 68 CAPE SEAL (REAS/CHIP SEAL) +BR $55,857 FY 2027-28 W1677 01000 CHARLES ST RUTH AVE WOSHKA LN 2 Residential/Local AC 314 29 9,658 5/2/2025 52 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $59,765 FY 2027-28 W1677 02000 CHARLES ST WOSHKA LN ARNOLD LN 2 Residential/Local AC 402 34 12,301 5/2/2025 35 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $76,120 FY 2027-28 W7464 01000 COMBINE CIR HARVEST WY CDS - END 2 Residential/Local AC 275 29 10,442 5/3/2025 31 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $64,617 FY 2027-28 WDEPR 01000 DEPASQUALLE RD GLAZEBROOK RD WESTPARK ST 2 Residential/Local AC 1,090 40 43,628 5/1/2025 71 CAPE SEAL (REAS/CHIP SEAL) +BR $50,819 FY 2027-28 WDOHC 01000 DOHENY CIR WILDOMAR TRAIL CDS - END 2 Residential/Local AC 1,032 36 39,213 5/1/2025 70 SLURRY SEAL & SEAL CRACKS $16,177 FY 2027-28 W9202 01000 EL DIAMANTE DR ROSITA DR BRILLANTE DR 2 Residential/Local AC 1,185 36 42,009 5/2/2025 83 SLURRY SEAL & SEAL CRACKS $17,331 FY 2027-28 W9202 02000 EL DIAMANTE DR BRILLANTE DR PLATA CT 2 Residential/Local AC 635 36 23,201 5/2/2025 75 SLURRY SEAL & SEAL CRACKS $9,571 FY 2027-28 W9204 01000 ESMERALDA CT EL DIAMANTE DR CDS - END 2 Residential/Local AC 530 32 19,112 5/2/2025 69 SLURRY SEAL & SEAL CRACKS $7,885 FY 2027-28 W1674 01200 FREDERICK ST WOSHKA LN TWINFLOWER AVE 2 Residential/Local AC 1,535 41 61,563 5/2/2025 61 THIN AC OVERLAY(1.5 INCHES) $201,685 FY 2027-28 W1674 01500 FREDERICK ST TWINFLOWER AVE TEIL GLEN RD 2 Residential/Local AC 295 41 12,074 5/2/2025 65 THIN AC OVERLAY(1.5 INCHES) $39,555 FY 2027-28 WGLAR 02000 GLAZEBROOK RD 615' E/ DEPASQUALLE RD SUSAN DR 2 Residential/Local AC 630 30 19,163 5/1/2025 71 CAPE SEAL (REAS/CHIP SEAL) +BR $22,322 FY 2027-28 W7457 01000 HARVEST WAY BUNDY CANYON RD WAGON WHEEL LN 2 Residential/Local AC 1,340 40 53,347 5/3/2025 19 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $388,375 FY 2027-28 W9198 01000 IODINE SPRINGS RD CLINTON KEITH RD VARIAN WY 2 Residential/Local AC 1,310 32 41,911 5/2/2025 77 SLURRY SEAL & SEAL CRACKS $17,290 FY 2027-28 W9198 02000 IODINE SPRINGS RD VARIAN WY LA ESTRELLA ST 2 Residential/Local AC 1,315 32 43,624 5/2/2025 76 SLURRY SEAL & SEAL CRACKS $17,997 FY 2027-28 W9198 03000 IODINE SPRINGS RD LA ESTRELLA ST SENNA DR 2 Residential/Local AC 405 36 14,199 5/2/2025 79 SLURRY SEAL & SEAL CRACKS $5,858 FY 2027-28 MNTDR 01000 MONTECITO DR CAPISTRANO STREET IODINE SPRINGS ROAD 2 Residential/Local AC 560 30 19,657 9/16/2025 69 CAPE SEAL (REAS/CHIP SEAL) +BR $22,897 FY 2027-28 W9217 01000 OPALO RD ROSITA DR END 2 Residential/Local AC 107 36 4,180 5/2/2025 62 SLURRY SEAL & SEAL CRACKS $1,724 FY 2027-28 W9209 01000 ORO CT SENNA DR CDS - END 2 Residential/Local AC 181 32 8,271 9/18/2025 75 SLURRY SEAL & SEAL CRACKS $3,412 FY 2027-28 W9208 01000 PLATA CT EL DIAMANTE DR CDS - END 2 Residential/Local AC 381 32 15,187 5/2/2025 76 SLURRY SEAL & SEAL CRACKS $6,265 FY 2027-28 WPOCRR 02000 POPLAR CREST RD DEPASQUALLE RD CDS - END 2 Residential/Local AC 866 36 33,072 5/1/2025 70 SLURRY SEAL & SEAL CRACKS $13,644 FY 2027-28 W3761 02000 PUMPKIN PATCH RD THE FARM RD SOUTH END 2 Residential/Local AC 459 37 16,723 5/3/2025 24 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $103,484 FY 2027-28 W9216 01000 ROSITA DR WILDOMAR TRAIL OPALO RD 2 Residential/Local AC 700 36 24,996 5/4/2025 72 SLURRY SEAL & SEAL CRACKS $10,312 FY 2027-28 W1676 01000 RUTH AVE CHARLES ST GIERSON AVE 2 Residential/Local AC 1,025 37 36,981 5/2/2025 46 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $228,844 FY 2027-28 W9205 01000 SAFIRO CT EL DIAMANTE DR CDS - END 2 Residential/Local AC 533 32 18,960 5/2/2025 76 SLURRY SEAL & SEAL CRACKS $7,822 FY 2027-28 W9207 02000 SENNA DR IODINE SPRINGS RD PERLA PL 2 Residential/Local AC 725 36 25,487 5/2/2025 63 SLURRY SEAL & SEAL CRACKS $10,514 FY 2027-28 W9207 03000 SENNA DR PERLA PL CDS - END 2 Residential/Local AC 555 32 20,526 5/2/2025 62 SLURRY SEAL & SEAL CRACKS $8,468 FY 2027-28 W3760 01000 SPLIT RAIL RD PUMPKIN PATCH RD CDS - END 2 Residential/Local AC 894 33 31,200 5/3/2025 38 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $193,070 FY 2027-28 WSUSD 02000 SUSAN DR GLAZEBROOK RD POPLAR CREST RD 2 Residential/Local AC 1,090 36 38,669 5/1/2025 68 CAPE SEAL (REAS/CHIP SEAL) +BR $45,043 FY 2027-28 WSUSD 03000 SUSAN DR POPLAR CREST RD CDS - END (SOUTH) 2 Residential/Local AC 458 36 18,466 5/1/2025 67 CAPE SEAL (REAS/CHIP SEAL) +BR $21,510 FY 2027-28 W1883 01000 TEIL GLEN RD OCTOPUS LN FREDERICK ST 2 Residential/Local AC 1,158 32 36,867 5/2/2025 68 THIN AC OVERLAY(1.5 INCHES) $120,779 FY 2027-28 W1987 01000 THE FARM RD BUNDY CANYON RD BARLEY LN 2 Residential/Local AC 440 60 24,076 5/3/2025 31 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $175,277 FY 2027-28 W1987 02000 THE FARM RD BARLEY LN WHEATFIELD CIR 2 Residential/Local AC 685 41 27,789 5/3/2025 27 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $202,309 FY 2027-28 W9215 01000 TOPACIO CT AMATISTA AVE CDS - END 2 Residential/Local AC 564 32 20,081 5/2/2025 71 SLURRY SEAL & SEAL CRACKS $8,284 FY 2027-28 VRNWY 01000 VARIAN WY WILDOMAR TRAIL IODINE SPRINGS ROAD 2 Residential/Local AC 786 30 20,185 5/1/2025 67 CAPE SEAL (REAS/CHIP SEAL) +BR $23,512 AC - Asphalt Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete

Page 1 of 3 ends

593
City of Wildomar, CA
2025 Pavement Management Program Update
Work Plan (Scenario 2)
Street Maintenance and Rehabilitation List
Sorted by Fiscal Year, Street Name
Fiscal
Year
Street
ID
Section
ID Street Name From To Lanes Functional Surface
Type Length Width Area Insp. Date PCI
2025 Treatment Total Cost
FY 2027-28 W9214 01000 VERONA CT AMATISTA AVE CDS- END 2 Residential/Local AC 455 32 16,473 5/2/2025 69 SLURRY SEAL & SEAL CRACKS $6,796 FY 2027-28 W7460 01000 WAGON WHEEL LN HARVEST WY CDS - END (WEST) 2 Residential/Local AC 380 28 13,546 5/3/2025 47 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $83,825 FY 2027-28 W1985 01000 WHEATFIELD CIR THE FARM RD CDS - END 2 Residential/Local AC 1,003 36 35,897 5/3/2025 33 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $261,336 FY 2028-29 ALGLN 01000 ALDER GLEN LN TRAIL RIDE LANE CATT ROAD 2 Residential/Local AC 173 28 6,176 8/13/2025 75 SLURRY SEAL & SEAL CRACKS $2,663 FY 2028-29 W1010A 02000 ALMOND ST GROVE ST WALNUT ST 2 Residential/Local AC 1,305 28 38,396 5/3/2025 19 MILL AND THIN AC OVERLAY(1.5 INCHES) + BR $189,870 FY 2028-29 W1010A 03000 ALMOND ST WALNUT ST CANYON DR 2 Residential/Local AC 1,295 30 34,399 5/3/2025 39 MILL AND THIN AC OVERLAY(1.5 INCHES) + BR $170,105 FY 2028-29 WBISYC 01000 BIG SYCAMORE CT SHEILA LN CDS - END 2 Residential/Local AC 670 32 22,748 5/4/2025 71 SLURRY SEAL & SEAL CRACKS $9,807 FY 2028-29 WBLWAC 01000 BLACK WALNUT CT FOX DEN RD CDS - END 2 Residential/Local AC 381 32 13,933 5/4/2025 63 SLURRY SEAL & SEAL CRACKS $6,007 FY 2028-29 WBLMIW 01000 BLUE MIST WAY UNION ST CDS - END 2 Residential/Local AC 714 32 26,772 5/4/2025 76 SLURRY SEAL & SEAL CRACKS $11,542 FY 2028-29 W1068A 02500 CANYON DR ALMOND ST ORANGE ST 2 Residential/Local AC 1,302 46 54,930 5/3/2025 26 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $355,211 FY 2028-29 W1068A 03000 CANYON DR ORANGE ST CHERRY ST 2 Residential/Local AC 1,315 25 36,710 5/3/2025 49 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $237,389 FY 2028-29 W1083A 01000 CHERRY ST BAXTER RD GROVE ST 2 Residential/Local AC 1,310 26 34,330 5/3/2025 38 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $221,999 FY 2028-29 W1083A 01500 CHERRY ST GROVE ST WALNUT ST 2 Residential/Local AC 1,330 26 33,411 5/3/2025 42 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $216,056 FY 2028-29 W1083A 02000 CHERRY ST WALNUT ST CANYON DR 2 Residential/Local AC 1,315 32 42,199 5/3/2025 31 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $272,884 FY 2028-29 WCOHAC 01000 COOPERS HAWK CT SHEILA LN CDS - END 2 Residential/Local AC 678 32 23,618 5/4/2025 72 SLURRY SEAL & SEAL CRACKS $10,182 FY 2028-29 W1120 01000 DARBY ST GRUWELL ST WILDOMAR TRAIL 2 Residential/Local AC 1,338 23 30,636 5/4/2025 93 SLURRY SEAL & SEAL CRACKS $13,207 FY 2028-29 W1120 02000 DARBY ST WILDOMAR TRAIL SOUTH PASADENA ST 2 Residential/Local AC 1,328 24 28,693 5/4/2025 85 SLURRY SEAL & SEAL CRACKS $12,370 FY 2028-29 W9418 01000 DONIELLE CT MAYES LN CDS - END (WEST) 2 Residential/Local AC 242 36 10,213 5/4/2025 75 SLURRY SEAL & SEAL CRACKS $4,403 FY 2028-29 W1136 01000 DUNN ST GRUWELL ST ELM ST 2 Residential/Local AC 650 24 16,521 5/2/2025 90 SLURRY SEAL & SEAL CRACKS $7,122 FY 2028-29 W1136 02000 DUNN ST ELM ST WILDOMAR TRAIL 2 Residential/Local AC/AC 683 25 16,989 5/2/2025 92 SLURRY SEAL & SEAL CRACKS $7,324 FY 2028-29 W1136 03000 DUNN ST WILDOMAR TRAIL SOUTH PASADENA ST 2 Residential/Local AC 1,323 22 31,991 5/2/2025 91 SLURRY SEAL & SEAL CRACKS $13,792 FY 2028-29 FRTWY 01000 FORTUNADO WY GOLDEN POPPY LANE MCVICAR STREET 2 Residential/Local AC 393 28 12,508 8/13/2025 78 SLURRY SEAL & SEAL CRACKS $5,392 FY 2028-29 W1223 03000 FRONT ST PENROSE ST SOUTH PASADENA ST 2 Residential/Local AC 664 32 23,409 5/2/2025 82 CAPE SEAL (REAS/CHIP SEAL) +BR $28,494 FY 2028-29 W1247 01000 GRAY EAGLE CT UNION ST END 2 Residential/Local AC 625 36 22,873 8/13/2025 31 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $156,611 FY 2028-29 W1187 01000 GROVE ST ALMOND ST ORANGE ST 2 Residential/Local AC 1,263 30 40,778 5/3/2025 68 MILL AND THIN AC OVERLAY(1.5 INCHES) + BR $201,649 FY 2028-29 W9417 01000 MAYES LN UNION ST CDS - END 2 Residential/Local AC 700 36 28,751 5/4/2025 72 SLURRY SEAL & SEAL CRACKS $12,395 FY 2028-29 MDCLN 01000 MEADOW CREEK LN EMPIRE PEAK LANE ROLLING BROOK LANE 2 Residential/Local AC 649 28 21,865 5/2/2025 67 CAPE SEAL (REAS/CHIP SEAL) +BR $26,615 FY 2028-29 WMEGLC 01000 MEADOW GLEN CT MEADOW RIDGE LN CDS - END 2 Residential/Local AC 549 32 21,140 9/18/2025 61 CAPE SEAL (REAS/CHIP SEAL) +BR $25,733 FY 2028-29 W1990 01000 PENROSE ST PECAN ST DUNN ST 2 Residential/Local AC 360 24 8,160 5/4/2025 85 SLURRY SEAL & SEAL CRACKS $3,518 FY 2028-29 W1990 01500 PENROSE ST DUNN ST DARBY ST 2 Residential/Local AC 360 24 9,446 5/4/2025 77 SLURRY SEAL & SEAL CRACKS $4,072 FY 2028-29 W1990A 02000 PENROSE ST FRONT ST ILLINOIS ST 2 Residential/Local AC 350 40 11,725 5/2/2025 87 CAPE SEAL (REAS/CHIP SEAL) +BR $14,272 FY 2028-29 W1990A 02500 PENROSE ST ILLINOIS ST END 2 Residential/Local AC 375 32 11,713 5/2/2025 90 CAPE SEAL (REAS/CHIP SEAL) +BR $14,258 FY 2028-29 W1931 01000 RAYNOR LN ORANGE ST END 2 Residential/Local AC 960 33 31,859 5/2/2025 30 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $206,020 FY 2028-29 WREDAC 01000 RED DAWN CT FOX DEN RD CDS - END 2 Residential/Local AC 313 32 11,921 5/4/2025 69 SLURRY SEAL & SEAL CRACKS $5,139 FY 2028-29 W1284 03000 SHEILA LN BIG SYCAMORE CT FOX DEN RD 2 Residential/Local AC 470 36 15,576 5/4/2025 71 CAPE SEAL (REAS/CHIP SEAL) +BR $18,960 FY 2028-29 WSILC 01000 SILKTASSEL CT BLUE MIST WAY CDS - END 2 Residential/Local AC 422 32 17,035 5/4/2025 77 SLURRY SEAL & SEAL CRACKS $7,344 FY 2028-29 WSOFAC 01000 SOARING FALCON CT SWEET NECTAR RD CDS - END 2 Residential/Local AC 340 32 12,249 5/4/2025 84 SLURRY SEAL & SEAL CRACKS $5,281 FY 2028-29 WSUNL 01000 SUNDROPS LN UNION ST CDS - END 2 Residential/Local AC 569 32 24,407 9/18/2025 79 SLURRY SEAL & SEAL CRACKS $10,522 FY 2028-29 WSWNER 01000 SWEET NECTAR RD CRESTED FINCH CT CDS - END 2 Residential/Local AC 1,242 32 43,557 5/5/2025 72 CAPE SEAL (REAS/CHIP SEAL) +BR $53,019 FY 2028-29 WTRAL 01000 TRANQUIL LN GRAND AVE CRESTED FINCH CT 2 Residential/Local AC 685 32 20,107 5/5/2025 79 SLURRY SEAL & SEAL CRACKS $8,668 FY 2028-29 W9419 01000 WADE CT CHADLYN CT CDS - END 2 Residential/Local AC 284 32 11,773 5/4/2025 77 SLURRY SEAL & SEAL CRACKS $5,075 FY 2029-30 WARNR 03000 ARNETT RD PLATINUM CT CRYSTAL WY 2 Residential/Local AC 740 30 22,080 5/2/2025 70 CAPE SEAL (REAS/CHIP SEAL) +BR $28,086 FY 2029-30 W1599 01000 ARNOLD LN PALOMAR ST CHARLES ST 2 Residential/Local AC/AC 1,458 32 44,433 5/2/2025 68 SLURRY SEAL & SEAL CRACKS $20,017 FY 2029-30 WAVRW 01000 AVRY WAY CATT RD LEXI LN 2 Residential/Local AC 461 32 14,172 5/2/2025 83 SLURRY SEAL & SEAL CRACKS $6,385 FY 2029-30 BRZCT 01000 BRONZE CT CDS END CRYSTAL WAY 2 Residential/Local AC 452 28 18,309 5/2/2025 69 CAPE SEAL (REAS/CHIP SEAL) +BR $23,289 FY 2029-30 CRYWY 01000 CRYSTAL WAY BRONZE CT STABLE LANES RD 2 Residential/Local AC 810 32 26,147 5/2/2025 70 CAPE SEAL (REAS/CHIP SEAL) +BR $33,260 FY 2029-30 CRYWY 02000 CRYSTAL WAY STABLE LANES RD CDS - END 2 Residential/Local AC 415 32 15,450 5/2/2025 70 CAPE SEAL (REAS/CHIP SEAL) +BR $19,653 FY 2029-30 W1885 01000 EMPIRE PENGUIN RD FREDERICK ST OCTOPUS LN 2 Residential/Local AC 1,191 32 37,105 5/2/2025 71 SLURRY SEAL & SEAL CRACKS $16,716 FY 2029-30 W1674 02000 FREDERICK ST TEIL GLEN RD CHARLES ST 2 Residential/Local AC 675 40 25,825 5/2/2025 62 SLURRY SEAL & SEAL CRACKS $11,634 FY 2029-30 W1674 03000 FREDERICK ST CHARLES ST PALOMAR ST 2 Collector AC 1,375 36 48,641 5/2/2025 27 MILL AND THIN AC OVERLAY(2.0 INCHES) + BR $283,581 FY 2029-30 W1180A 05000 GRAND AVE MC VICAR ST JANE CT 2 Collector AC 1,990 40 77,447 5/1/2025 45 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $554,142 FY 2029-30 W1181 01000 INLAND VALLEY DR PRIELIPP RD WIDTH CHANGE (1300' N/ PRIELIPP RD) 2 Minor Arterial (4) AC 1,300 60 80,319 5/3/2025 62 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $595,976 FY 2029-30 W1181 02000 INLAND VALLEY DR WIDTH CHANGE (1300' N/ PRIELIPP RD) CLINTON KEITH RD 2 Minor Arterial (4) AC 1,260 30 41,029 5/3/2025 65 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $304,440 FY 2029-30 W9698 01000 JOY CT MADORA DR CDS - END 2 Residential/Local AC 366 28 13,470 5/2/2025 77 SLURRY SEAL & SEAL CRACKS $6,068 FY 2029-30 WLEXL 01000 LEXI LN CATT RD NONNIE DR 2 Residential/Local AC 1,395 32 48,268 5/2/2025 67 SLURRY SEAL & SEAL CRACKS $61,398 FY 2029-30 W9696 01000 MADORA DR CATT RD TIMBER RIDGE CT 2 Residential/Local AC 1,277 36 47,942 5/2/2025 80 SLURRY SEAL & SEAL CRACKS $21,598 FY 2029-30 W9699 01000 NAN ST MADORA DR CATT RD 2 Residential/Local AC 501 36 18,954 5/2/2025 82 SLURRY SEAL & SEAL CRACKS $8,539 FY 2029-30 W1884 01000 OCTOPUS LN TEIL GLEN RD EMPIRE PENGUIN RD 2 Residential/Local AC 256 32 9,713 5/2/2025 67 CAPE SEAL (REAS/CHIP SEAL) +BR $12,355 FY 2029-30 ONXWY 01000 ONYX WAY STABLE LANES ROAD TOPAZ WAY 2 Residential/Local AC 403 28 12,331 5/2/2025 81 SLURRY SEAL & SEAL CRACKS $5,555 FY 2029-30 PLTCT 01000 PLATINUM CT ARNETT ROAD CDS - END 2 Residential/Local AC 402 28 14,712 5/2/2025 70 CAPE SEAL (REAS/CHIP SEAL) +BR $18,714 FY 2029-30 W1276 01000EB PRIELIPP RD INLAND VALLEY DR KEVIN RD 2 Minor Arterial (4) AC 755 30 21,669 5/1/2025 53 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $160,786 FY 2029-30 W1276 01000WB PRIELIPP RD KEVIN RD INLAND VALLEY DR 2 Minor Arterial (4) AC 755 30 23,047 5/3/2025 41 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $171,011 FY 2029-30 W1276 01200EB PRIELIPP RD KEVIN RD YAMAS DR 2 Minor Arterial (4) AC 645 30 19,746 5/1/2025 15 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $146,518 FY 2029-30 W1276 01200WB PRIELIPP RD YAMAS DR KEVIN RD 2 Minor Arterial (4) AC 645 30 18,484 5/3/2025 49 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $137,153 FY 2029-30 RHNCT 01000 RHINESTONE CT ARNETT ROAD CDS - END 2 Residential/Local AC 133 28 7,323 9/16/2025 62 CAPE SEAL (REAS/CHIP SEAL) +BR $9,315 FY 2029-30 W9637 01000 SEA LYON CT TEIL GLEN RD CDS - END 2 Residential/Local AC 178 36 8,329 5/2/2025 75 SLURRY SEAL & SEAL CRACKS $3,752 FY 2029-30 STLRD 01000 STABLE LANES RD CLINTON KEITH RD CRYSTAL WY 2 Residential/Local AC 880 32 28,900 5/2/2025 77 SLURRY SEAL & SEAL CRACKS $13,020 AC - Asphalt Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete

Page 2 of 3 ends

594
City of Wildomar, CA
2025 Pavement Management Program Update
Work Plan (Scenario 2)
Street Maintenance and Rehabilitation List
Sorted by Fiscal Year, Street Name
Fiscal
Year
Street
ID
Section
ID Street Name From To Lanes Functional Surface
Type Length Width Area Insp. Date PCI
2025 Treatment Total Cost
FY 2029-30 STLRD 02000 STABLE LANES RD CRYSTAL WY END 2 Residential/Local AC 100 36 3,352 5/2/2025 72 CAPE SEAL (REAS/CHIP SEAL) +BR $4,264 FY 2029-30 W9697 01000 SUNLIGHT CT MADORA DR CDS - END 2 Residential/Local AC 147 28 7,330 5/2/2025 80 SLURRY SEAL & SEAL CRACKS $3,302 FY 2029-30 W1883 02000 TEIL GLEN RD FREDERICK ST CHARLES ST 2 Residential/Local AC 876 36 30,629 5/2/2025 65 SLURRY SEAL & SEAL CRACKS $13,799 FY 2029-30 W9700 01000 TIMBER RIDGE CT MADORA DR CDS - END 2 Residential/Local AC 387 36 15,628 5/2/2025 89 SLURRY SEAL & SEAL CRACKS $7,041 FY 2029-30 TPZWY 01000 TOPAZ WAY ONYX WAY CRYSTAL WAY 2 Residential/Local AC 323 28 10,056 5/2/2025 71 SLURRY SEAL & SEAL CRACKS $4,530 FY 2030-31 WAPPC 01000 APPLECART CT BUTTERCHURN RD CDS - END 2 Residential/Local AC 459 36 18,206 5/5/2025 74 SLURRY SEAL & SEAL CRACKS $8,571 FY 2030-31 W3755 02000 BUTTERCHURN RD HARVEST WAY E CDS - END 2 Residential/Local AC 425 36 16,706 5/5/2025 79 SLURRY SEAL & SEAL CRACKS $7,865 FY 2030-31 W3232 01000 BUTTERMILK CIR HARVEST WAY CDS - END 2 Residential/Local AC 247 29 9,980 9/18/2025 61 SLURRY SEAL & SEAL CRACKS $4,698 FY 2030-31 CAPST 01000 CAPISTRANO ST VARIAN WAY MONTECITO DRIVE 2 Residential/Local AC 676 30 24,067 5/1/2025 31 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $169,954 FY 2030-31 W1070 02000 CATT RD CHARLES ST AGAPE LN 2 Collector AC 805 36 27,960 5/2/2025 39 THIN AC OVERLAY(1.5 INCHES) $104,530 FY 2030-31 W1070 03000 CATT RD AGAPE LN ARNETT RD 2 Collector AC 700 35 23,864 5/2/2025 46 THIN AC OVERLAY(1.5 INCHES) $89,217 FY 2030-31 W3190 01000 CITRUS HILL RD THE FARM RD HARVEST WAY 2 Residential/Local AC 1,894 33 59,806 5/3/2025 66 SLURRY SEAL & SEAL CRACKS $28,155 FY 2030-31 W3750 01000 COMO ST WILDOMAR TRAIL PENROSE ST 2 Residential/Local AC 720 36 23,944 5/4/2025 35 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $169,085 FY 2030-31 W1171 02000 GAFFORD RD SILVER SAGE WY GREAT FALLS RD 2 Residential/Local AC 830 26 21,768 5/3/2025 70 CAPE SEAL (REAS/CHIP SEAL) +BR $28,935 FY 2030-31 GARDR 01000 GARDEN HILL DR JULIET WAY SUMMER SAGE WAY 2 Residential/Local AC 315 32 9,438 5/3/2025 92 SLURRY SEAL & SEAL CRACKS $4,443 FY 2030-31 W1620 03000 GRAPE ST VICTORIAN LN GRAPE SPUR LN 2 Collector AC 1,325 37 48,550 5/1/2025 36 MILL AND THIN AC OVERLAY(2.0 INCHES) + BR $295,788 FY 2030-31 W7553 05000 HARVEST WAY EAST WAGON TRAIN DR SOUTH END 2 Residential/Local AC 845 40 31,906 5/3/2025 65 SLURRY SEAL & SEAL CRACKS $15,021 FY 2030-31 W1259 04500 LEMON ST ORANGE ST CITRUS ST 2 Rural Major Collector (5) AC 545 40 22,003 5/3/2025 80 SLURRY SEAL & SEAL CRACKS $13,710 FY 2030-31 W1259 05500 LEMON ST CITRUS GROVE LN 500' NE/ CITRUS GROVE LN 2 Rural Major Collector (5) AC 515 40 20,576 5/3/2025 78 SLURRY SEAL & SEAL CRACKS $12,821 FY 2030-31 W1259 06000 LEMON ST 500' NE/ CITRUS GROVE LN GAFFORD RD 2 Rural Major Collector (5) AC/AC 810 20 22,097 5/3/2025 78 SLURRY SEAL & SEAL CRACKS $13,768 FY 2030-31 W1541 02000 LOST RD DIAL RD END OF PAVEMENT 2 Rural Major Collector (5) AC/AC 1,330 22 30,034 9/16/2025 76 SLURRY SEAL & SEAL CRACKS $18,714 FY 2030-31 WMANC 01000 MANDARIN CT HARVEST WAY E CDS - END 2 Residential/Local AC 367 36 14,301 9/18/2025 75 SLURRY SEAL & SEAL CRACKS $6,733 FY 2030-31 W7557 01000 MILL POND DR HARVEST WAY EAST CORNSTALK RD 2 Residential/Local AC 1,525 36 55,531 5/5/2025 66 SLURRY SEAL & SEAL CRACKS $26,143 FY 2030-31 W7557 02000 MILL POND DR CORNSTALK RD WAGON TRAIN DR 2 Residential/Local AC 1,052 36 36,414 5/5/2025 69 SLURRY SEAL & SEAL CRACKS $17,143 FY 2030-31 W3756 02000 OLIVE GROVE RD THE FARM RD ROOSTER RD 2 Residential/Local AC 1,190 36 43,179 5/3/2025 67 SLURRY SEAL & SEAL CRACKS $20,328 FY 2030-31 W1343A 04000 PALOMAR ST WILDOMAR TRAIL PENROSE ST 2 Arterial AC 665 58 36,761 5/1/2025 42 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $285,046 FY 2030-31 W1343A 04200 PALOMAR ST PENROSE ST PASADENA ST 2 Arterial AC/AC 655 26 30,079 5/1/2025 51 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $233,233 FY 2030-31 W1343A 08000 PALOMAR ST CLINTON KEITH RD BAYBERRY RD 2 Arterial AC 865 48 58,218 5/1/2025 31 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $435,301 FY 2030-31 W1343A 08200 PALOMAR ST BAYBERRY RD HARWOOD LN 2 Arterial AC 1,055 48 61,563 5/1/2025 31 MILL AND THICK AC OVERLAY(2.5 INCHES) + BR $460,312 FY 2030-31 W3230 01000 PLOWSHARE RD CORNSTALK RD PITCHFORK CIR 2 Residential/Local AC 770 37 27,745 5/5/2025 65 SLURRY SEAL & SEAL CRACKS $13,062 FY 2030-31 W3230 02000 PLOWSHARE RD PITCHFORK CIR HARVEST WY 2 Residential/Local AC 1,420 37 50,724 5/5/2025 66 SLURRY SEAL & SEAL CRACKS $23,880 FY 2030-31 W7555 01000 RAINBARREL RD CORNSTALK RD HARVEST WAY E 2 Residential/Local AC 1,324 37 41,803 5/3/2025 82 SLURRY SEAL & SEAL CRACKS $19,680 FY 2030-31 W7459 01000 SILO CIR HOMESTEAD LN CDS - END 2 Residential/Local AC 215 29 8,770 5/4/2025 63 SLURRY SEAL & SEAL CRACKS $4,129 FY 2030-31 SUMWY 01000 SUMMER SAGE WY MONTE VISTA DR CDS - END 2 Residential/Local AC 1,685 32 56,813 5/3/2025 86 SLURRY SEAL & SEAL CRACKS $26,746 FY 2030-31 W7556 01000 SUNBONNET CT CORNSTALK RD CDS - END 2 Residential/Local AC 278 37 12,394 5/3/2025 75 SLURRY SEAL & SEAL CRACKS $5,835 FY 2030-31 W1815 02000 SUNNYBROOK DR 500' W/ PHEASANT RUN CIR SUMMER SAGE WY 2 Residential/Local AC 605 32 20,147 5/3/2025 86 SLURRY SEAL & SEAL CRACKS $9,485 FY 2030-31 W7461 04000 WINDMILL RD BUTTERCHURN RD END 2 Residential/Local AC 105 36 3,394 5/4/2025 94 SLURRY SEAL & SEAL CRACKS $1,598 FY 2030-31 W3242 01000 WOODSHED WAY THE FARM RD CDS - END 2 Residential/Local AC 461 33 18,989 5/3/2025 69 SLURRY SEAL & SEAL CRACKS $8,940 AC - Asphalt Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete

Page 3 of 3 ends

595

Appendix G
GIS Maps

596

Appendix G-1
PCI Condition

597
Document Path: C:\Users\MSamara\Documents\ArcGIS\Projects\WIL_WORK_PLAN\WIL_WORK_PLAN.aprx

REVISED APPROVEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
--1/22/2026MS1507.01.30Bing Aerial Basemap
5Current PCI Map
City of Wildomar, CA
0 2,800 5,600
ft. ¯
Legend
PCI25
0 - 24 Very Poor
25 - 49 Poor
50 - 69 Fair
70 - 100 Very Good

C L I N T O N

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CORYDON ST

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SALIDA

DEL SOL
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Appendix G-2
Selected Sections for Treatment by Year
599
Document Path: C:\Users\MSamara\Documents\ArcGIS\Projects\WIL_WORK_PLAN\WIL_WORK_PLAN.aprx

REVISED APPROVEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
--11/19/2025MS1507.01.30Bing Aerial Basemap
1 Scenario 2: Annual Existing Budget ($2.6M/year)
FY-26/27
City of Wildomar, CA
0 2,800 5,600
ft.
¯
Legend

SLURRY SEAL & SEAL CRACKS
CAPE SEAL (REAS/CHIP SEAL) +BR

AC OVERLAY

MILL AND OVERLAY

SURFACE RECONSTRUCTION

C L I N T O N

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C L I N T O N

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DEL SOL
600
Document Path: C:\Users\MSamara\Documents\ArcGIS\Projects\WIL_WORK_PLAN\WIL_WORK_PLAN.aprx

REVISED APPROVEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
--11/19/2025MS1507.01.30Bing Aerial Basemap
2 Scenario 2: Annual Existing Budget ($2.6M/year)
FY-27/28
City of Wildomar, CA
0 2,800 5,600
ft.
¯
Legend

SLURRY SEAL & SEAL CRACKS
CAPE SEAL (REAS/CHIP SEAL) +BR

AC OVERLAY

MILL AND OVERLAY

SURFACE RECONSTRUCTION

C L I N T O N

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ALMOND ST
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CORYDON ST

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DEL SOL
601
Document Path: C:\Users\MSamara\Documents\ArcGIS\Projects\WIL_WORK_PLAN\WIL_WORK_PLAN.aprx

REVISED APPROVEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
--11/19/2025MS1507.01.30Bing Aerial Basemap
3 Scenario 2: Annual Existing Budget ($2.6M/year)
FY-28/29
City of Wildomar, CA
0 2,800 5,600
ft.
¯
Legend

SLURRY SEAL & SEAL CRACKS
CAPE SEAL (REAS/CHIP SEAL) +BR

AC OVERLAY

MILL AND OVERLAY

SURFACE RECONSTRUCTION

C L I N T O N

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DEL SOL
602
Document Path: C:\Users\MSamara\Documents\ArcGIS\Projects\WIL_WORK_PLAN\WIL_WORK_PLAN.aprx

REVISED APPROVEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
--11/19/2025MS1507.01.30Bing Aerial Basemap
4 Scenario 2: Annual Existing Budget ($2.6M/year)
FY-29/30
City of Wildomar, CA
0 2,800 5,600
ft.
¯
Legend

SLURRY SEAL & SEAL CRACKS
CAPE SEAL (REAS/CHIP SEAL) +BR

AC OVERLAY

MILL AND OVERLAY

SURFACE RECONSTRUCTION

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Appendix H
Quality Control Plan (QCP)

605
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Executive Summary Error! Unknown document property name.

Quality Control Plan

QC Plan
Pavement Management Plan
2026

Anaheim, CA
2300 E. Katella Avenue, Suite 125
Anaheim, CA 92806
606

The content of this report is the confidential property of NCE and should not be copied, modified, retransmitted, or used for any purpose except with NCE’s written authorization.

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Table of Contents
1 Introduction ....................................................................................................................................................4

1.1 Objectives .............................................................................................................................................................. 4

1.2 Structure ................................................................................................................................................................ 4 2 Quality Control Plan ........................................................................................................................................5

2.1 Condition Inspection Procedures .......................................................................................................................... 5 Step 1: Calibration ................................................................................................................................................ 6 Step 2: Quality Control ......................................................................................................................................... 6 Acceptability Criteria ............................................................................................................................................ 6

2.2 Accuracy Required for Data Collection .................................................................................................................. 6

2.2.1 Re-Inspection “Check” ............................................................................................................................. 7 Acceptability Criteria ............................................................................................................................................ 7

2.2.2 PCI Comparisons with Past Inspections ................................................................................................... 7 If PCI increases 10 points ...................................................................................................................................... 7 If PCI decreases 10 points ..................................................................................................................................... 7

2.3 Inspector Qualifications and Experience ............................................................................................................... 8 3 Safety Procedures............................................................................................................................................9

Appendix H-1 Resume of Field Inspectors
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1 Introduction
The need for quality control is paramount when performing data collection in any field, as it is essential for accurate planning, analysis, and design. NCE’s Quality Assurance Management Plan (QAMP) affirms that:

NCE is dedicated to achieving technical and management excellence and to delivering professional engineering and environmental services that meet or exceed our clients' needs. NCE's Quality Assurance/Quality Control (QA/QC) Program is designed to achieve these goals. This QA Management Plan (QAMP) describes NCE's QA Program, which is base d on four principles: client satisfaction, employee participation, problem prevention, and continuous quality improvements.

NCE's QAMP establishes minimum quality standards for performance and procedures to ensure our clients receive quality service. It requires the participation of employees at every level. It encourages project managers and technical staff to take pride in their work and assume responsibility for ensuring that the job is done correctly the first time. The QAMP is designed to reduce the incidence of quality -related and, where necessary, results in corrective actions and modification of work procedures to minimize the incidence of future problems.

NCE has also prepared detailed and specific quality control plans (QCPs) for projects; the most notable example is for the Long-Term Pavement Performance (LTPP) – Western Regional Support Contract for the Federal Highway Administration. This is a 150-page document that covers data collection on highways, including deflection, profile, pavement distresses, traffic, maintenance and rehabilitation history, materials testing and sampling, and document control.

1.1 Objectives
This document constitutes a formal QCP for the City of Wildomar. It was prepared in October 2025. The QCP focuses on data collection issues as part of the pavement management update. Specifically, it is intended for the 2026 Pavement Management Update. The focus is on the collection of network-level pavement distress data. As defined by the National Cooperative Highway Research Program Synthesis 401 Quality Management of Pavement Data Collection, “Network-level data collection involves the collection of large quantities of pavement condition data, which is often converted to individual condition indices or aggregated into composite condition indices.”

1.2 Structure
The following components are addressed in this QCP:

• Condition inspection procedures used
• Accuracy required for data collection
• Inspector qualifications and experience
• Safety procedures.
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2 Quality Control Plan

2.1 Condition Inspection Procedures
The governing document for performing condition surveys for the City of Wildomar is ASTM D6433, “Standard Practice for Roads and Parking Lots Pavement Condition Index (PCI) Surveys.” This protocol includes asphalt concrete (AC) pavements. The following distresses are collected:

AC Pavements
Alligator (fatigue) cracking
Bleeding
Block cracking
Bumps and sags
Corrugation
Depression
Edge cracking
Joint reflection cracking
Lane/shoulder drop-off
Longitudinal and transverse cracking
Patching and utility cut patching
Polish aggregate
Potholes
Railroad crossing
Rutting
Shoving
Slippage cracking
Swelling
Raveling
Weathering

Any exceptions to the ASTM procedures will be discussed with the City before any inspections are performed.

Exceptions are usually related to distresses or situations that are not covered in the manuals. Examples include slippage cracks, roller checkmarks, or edge cracking on streets with no curbs and gutters. Others include the raveling of surface seals or surveying the open -graded AC mixes. Any modifications will be documented and submitted to the City for approval.

All distress or condition inspections are performed as automated inspections, and the entire pavement is inspected. Field crews are typically composed of a two -person crew traveling in a van. The crew will collect and record visual distresses using equipment installed in the van.

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The data will be summarized into sample units and entered into the StreetSaver® database. The size of the sample unit will be 2,500± 1,000 square feet as per ASTM D6433 protocols. In addition, the sample units will match the existing management sections set up in the StreetSaver® database. Before the inspection begins, the NCE team will perform two Field QC Steps. These are outlined as follows:

Step 1: Calibration
The first step in this process is having NCE’s field technician and AARB field manager meet in the field, drive a few roads, and review various pavement conditions in the City of Wildomar. This is a valuable exercise to calibrate or synchronize the team’s view of the various distresses and ensure a consistent product.

Step 2: Quality Control
The QC team independently reviews the pavement condition data collected on the City’s pavement network.

Since automated distress data collection differs from the walking protocols, this is required to ensure that the collected pavement data is consistent with those protocols.

Up to 20 pavement sites were selected for quality control purposes. They included a range of:

• Functional Classifications
• Pavement condition or age

An independent NCE technician will select the 20 sites and perform a detailed walking inspection. The automated team will then perform a blind test on these sites and compare the results.

Acceptability Criteria
The types and severities of the distress must be the same and quantities within ±10% of each other. If corrections are required on more than 10% of the calibration sites, then four additional sites will be selected and compared.

This will continue until more than 95% of the calibration sites meet the acceptability criteria.

2.2 Accuracy Required for Data Collection
The accuracy required for data collection has two components, both of which are further described in the following paragraphs.
• Re-inspections
• PCI comparisons with past inspections
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2.2.1 Re-Inspection “Check”
At least 5% of all inspections are randomly re-inspected by other team members. A different inspector will review these sites and determine the revised pavement distress measurements. If the initial inspection is determined to be inaccurate, the original inspector is given refresher training before being allowed to continue with any further inspections. Should the data be inaccurate for a particular day, all the data for that day will be re -inspected following refresher training to ensure accuracy.

Acceptability Criteria
At the time of re-inspection, the actual distresses will be re-inspected and verified, and any corrections will be made, if necessary. Distress types and severities must be the same, and re-measured quantities must be within ±10% of the original measured quantity.

If corrections are required on more than 10% of the re-inspected sample units, then an additional 5% will be re- inspected. This will continue until more than 95% of the re-inspected sections meet the acceptability criteria.

2.2.2 PCI Comparisons with Past Inspections
As another level of quality control, the new PCIs are compared with the previous PCIs. These sections are automatically flagged for further investigation if they differ by more than ±10 PCI points.

If PCI increases 10 points
The section is investigated to see if a maintenance and rehabilitation event has occurred since the last inspection but which has not been recorded. This can only be resolved with feedback from the City. Typically, it may include activities such as:

• Crack sealing activities – changes medium or high severity cracking to low severity • Patching activities - alligator cracking that has been removed and patched so that the resultant PCI is increased.
• Surface seals
• Overlay

Therefore, an up-to-date maintenance and rehabilitation history file in the StreetSaver® database is desirable, both for historical accuracy as well as to provide additional quality control.

If PCI decreases 10 points
The section is checked to see if the average deterioration rate (usually 3 to 4 points per year) is exceeded. No further action is required if the drop in PCI is within the acceptable range. If the drop exceeds the acceptable range, a re-inspection will be performed. The default performance curves in the pavement management software form the basis for acceptability.
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2.3 Inspector Qualifications and Experience
All NCE’s inspectors are required to attend formal training on condition distress inspections. For example, any of NCE’s inspectors working on the LTPP project are required to attend a week-long training workshop every year to maintain their certifications. The Regional Transportation Commission (RTC) of Washoe County requires inspectors to be calibrated prior to performing any work using the ASTM D6433 protocols (also known as the pavement management inspections).

For pavement management (or ASTM D6433) inspections, NCE’s technicians underwent the Orange County Transportation Authority technician prequalification exercise held in December 2023.

Similarly, in agencies that use the StreetSaver® system, NCE’s inspectors attend the distress training conducted by the Metropolitan Transportation Commission (MTC). After the formal training, technicians work with an experienced inspector before they are allowed to work on their own. Within the first month of working independently, up to 20% of their work is checked weekly. Any necessary corrections are made immediately.

Finally, NCE conducts a one-day training and calibration workshop annually for all NCE staff involved with data collection. The following table lists the inspectors assigned to this project and their most recent training date.

Inspector Name Date of Distress Training Training Conducted by Joseph de Leon December 15, 2023 Mei-Hui Lee
Franc Escobedo December 15, 2023 Mei-Hui Lee
Jonathan Moore December 15, 2023 Mei-Hui Lee

Resumes of technicians utilized on this project are included in Appendix H1. 613
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3 Safety Procedures
NCE administers a health and safety program in compliance with the Nevada Occupational Safety and Health Act (Section 618.383) and California Occupational Safety and Health Administration (OSHA) Title VIII, Section 3203.

The program is documented in NCE's Workplace Safety Program Manual, which can be provided upon request.

Generally, the safety procedures include:

• Inspectors wear a Class 2 safety vest at all times.
• Flashing beacons are placed on all vehicles utilized for inspections. • Stopped vehicles are to be parked at locations away from moving traffic (nearby parking, shoulders, etc.).
• For streets with higher volumes of traffic, inspectors usually use the sidewalk and move in the face of traffic when conducting the survey. This will give them more time and better chances of escaping a dangerous situation involving incoming vehicles.

On streets where there is a high volume of traffic or high speeds, additional measures may be necessary, such as:

• Inspections occur during off-peak periods or on weekends. • An additional inspector attends to watch out for traffic. • Traffic flaggers are provided in extreme cases.

In extreme cases where walking on the pavement surface is impossible, inspections will be performed from sidewalks or raised medians. However, this is extremely rare for city or county roads/streets; this is most often encountered on state highways, and lane closures are the most likely option in that circumstance.

All NCE inspectors are required to take online safety programs annually as administered by “Click Safety.” These classes include:

• Work zone Traffic Safety Tips for Construction.
• Cal Heat Illness Prevention for all Industry Workers. • Cal Person Protective Equipment for Construction.
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Appendix H-1
Resume of Field Inspectors

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Resume of Field Inspectors

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Franc Escobedo – Senior Field Technician
Franc has more than 22 years of experience as a pavement management technician for NCE.

He has performed numerous pavement condition inspections throughout California, Idaho and Washington. His experience includes distress collection across various pavement management systems, including the Me tropolitan Transportation Commission StreetSaver®, PAVER™, Cartographs, and Hansen systems. Additionally, Franc has completed both the OCTA PAVER™, and MTC “Distress Identification” courses for both asphalt concrete and portland cement pavements and now assists with the training of agency staff on both courses.

Franc performs all activities relating to pave ment data collection using hardcopy forms or tablets. As part of the quality control process, he performs cross-checks of data in the PMS database. He regularly performs quality control checks of field collected data and pavement maintenance history to ensure that PMS databases are accurate and up-to-date. During this process, he generates detailed reports that are necessary to perform his cross-checks of the collected data.

Representative Projects
County of Orange Program Management System Updates
Orange County, CA
Engineering Technician. Pavement distress surveyor. Scope includes verifying the road inventory for a road network (674 centerline miles), surveying the roads using ASTM D6433- 11 protocols, updating the maintenance history, developing maintenance strategies, performing multiple budget sc enarios, linking to a GIS shapefile, developing a seven-year work plan, and preparing reports. Concurrent with the pavement condition survey, mobile data collection units gathered high-resolution 360-degree geo-referenced right-of-way street level digital imagery along with 3D point cloud data. Assets collected included markings, signs, curb ramps, signals, and drainage features. Work provided from 2009- 2020. Project cost: $2.3 million.

As-Needed Pavement Condition Survey Services, APE15117
City and County of San Francisco, CA
Engineering Technician. Pavement distress surveyor. Since 2016, NCE pe rformed condition surveys on almost 1,000 centerline miles of streets. A particular challenge in 2016 and 2017 was the change in distress protocols when weathering and raveling were split into two different distresses; this resulted in an increase of the PCI, further confirmed by a research study. Project cost: $868,796.

Pavement Management System Updates
City of Berkeley, CA
Engineering Technician. Pavement distress surveyor. NCE is updating StreetSaver® and providing a five-year paving plan for 2018 – 2022. For the first four years the City will select streets for treatment based on criteria identified under Measure M.

Project cost: $49,900.

Education
Computer Operations
Program, Computer
Learning Center, Los
Angeles, CA, 1983-84
Network Engineering &
Administrative Program
Computer Learning Center,
Anaheim, CA, 1997
Certified Network
Administration
Computer Learning Center,
Anaheim, CA 1997
Registrations/Certifications
MTC StreetSaver® Rater
Certification Program
(expires November 2025)
Pre-Qualified for OCTA
(expires 2025)
Joined NCE
2004
Years of Experience
22 years
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Resume of Field Inspectors

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Pavement Management Update
Sonoma County, CA
Engineering Technician. Pavement distress surveyor. The scope included updating existing pavement management system annually, developing pavement treatmen t strategies, conducting budgetary anal ysis, and providing non-pavement needs assessment. Project cost: $823,981.

As-Needed Pavement Engineering Services, San Francisco International Airport (SFIA) City and County of San Francisco, CA
Engineering Technician. Pavement distress surveyor. Sinc e 2011, NCE has provided on-call pavement consultant services on a very complex airfield environment under tight security , conducted forensic analysis on the PCC apron areas, and implemented the PAVER™ PMS. NCE performed the pavement designs for Runway 10R-28L, Plot 40, and Plot 12, determined the structural adequacy and performed mechanistic pavement designs using FAARFIELD for Runways 1L/19R and Taxiways E, F, and L. Determined the ACN/PCN for all runways and taxiways. NCE conducted forensic analysis on a new taxiway exhibiting premature large-scale reflective block cracking and rutting at Boarding Area A and dimpling of Taxiways B and M. NCE designed a high stability as phalt concrete mix to solve this proble m. Updated the PAVER™ Airport PMS and performed automated distress surveys as per ASTM D5340. Digital images were collected, and the information was used to update SFIA’s GIS and asset management system. Prepared final reports on the funding and maintenance needs for the next 20 years for the Federal Aviation Administration. NCE is currently providin g similar pavement services to SFIA as a subconsultant through 2022. Project cost: $1.2 million.

Pavement Management Inspection
Various Cities and Counties
Agoura Hills
East Palo Alto
Monterey
Santa Monica
Ada County, ID
El Centro
Monterey County
Seal Beach
Agoura Hills
Elk Grove
Moreno Valley
Siskiyou County
Aliso Viejo
Encinitas
Mountain View
Sonoma County
Antioch
Fairfield
Napa County
South Lake Tahoe
Auburn, WA
Fremont
Newport Beach
Stanislaus County
Anaheim
Fresno County
Oakland
Stanton
Bakersfield
Fullerton
Orange
State of Nevada
Baldwin Park
Hayward
Orange County
State of Oregon
Bell
Highland
Oxnard
State of Washington
Brentwood
Hillsborough
Pacific Grove
Thousand Oaks
Buena Park
Humboldt County
Palm Springs
Torrance
Burbank
Inyo County
Poway
Tulare
Camarillo
La Habra
Redwood City
Tuolumne County
Campbell
Lake Forest
Richmond
Tustin
Carmel
Las Vegas
Rogue River National Forest
Umpqua National Forest
Carson
Lemon Grove
San Bruno
Vallejo
Chula Vista
Livermore
San Clemente
Vernon
Commerce
Mammoth Lakes
San Diego County
Vista
Contra Costa County
Manhattan Beach
San Francisco
Walnut Creek
Corona
Marina
San Marino
West Covina
Cudahy
Marin County
San Mateo County
West Sacramento
Cypress
Martinez
San Ramon
Whittier
Dana Point
Mendocino County
Santa Barbara
Yorba Linda
Diamond Bar
Milpitas
Santa Cruz
Dinuba
Mission Viejo
Santa Cruz County
Downey
Mono County
Santa Maria

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Resume of Field Inspectors

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Joseph DeLeon – Senior Field Technician
Joseph joined NCE in 2017 as a pavement management technician and is experienced in collecting distress data for pavement manageme nt systems. Apart from conducting field inspections, he has performed all functions related to data collection and is an active participant in the quality control process. As part of this process, he performs cross-checks of data in the PMP database. Joseph has performed quality control checks of field collected data and pavement maintenance history to ensure that PMP databases are accurate and up-to-date. During this process, he generates detailed reports, needed to help perform his cross-checks of the data collected.

Representative Projects
Automated Survey / Control Sections
City of San Clemente, CA
Field Technician. Drove automated rig to conduct auto mated survey on residential roads and arterials in San Clemente, followed by inspection of control sections.

Orange County Automated Survey
City of Dana Point, County of Orange, CA
Field Technician. Drove automated rig to conduct auto mated survey on residential roads and collectors in Dana Point, Las Flores, North Tustin and Rossmoor.

Automated Survey / Control Sections
City of Manhattan Beach, CA
Field Technician. Drove automated rig to conduct automated survey on residential roads and arterials in Manhattan Beach, followed by inspection of control sections.

Pavement Management Systems
City of Newport Beach, CA
Field Technician. Collecting distress data for AC/PCC surfaces accord ing to the ASTM19/20 system. Conducted windshield inspections on residential, collector and alleyways in Newport Beach.

Distress Data Quality Control
City of West Covina, CA
Field Technician. Collecting distress data for AC/PCC surfaces acco rding to the ASTM19/20 sy stem. Conducted quality control on arterials and collectors in West Covina.

Pavement Management System
City of Santa Barbara, CA
Field Technician. Collecting distress data for AC/PCC surfaces accord ing to the ASTM19/20 syst em. Inspected residential, collector and urban arterial streets in Santa Barbara.

Pavement Management System
City of Buena Park, CA
Field Technician. Responsible for collecting distress data for AC/P CC surfaces according to the ASTM19/20 system.

Inspected urban arterials and residential streets in Buena Park.

Education
Mendocino College
Registrations/Certifications
Pre-Qualified for OCTA
(expires 2025)
Joined NCE
2017
Years of Experience
5 years
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Resume of Field Inspectors

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Pavement Management Systems
City of Downey, CA
Field Technician. Collecting distress data for AC/PCC surfaces accord ing to the ASTM19/20 syst em. Inspected residential, collector and urban arterial streets in Downey.

Pavement Management System
City of El Cajon, CA
Field Technician. Responsible for collecting distress data for AC/P CC surfaces according to the ASTM19/20 system.

Inspected urban arterials and residential streets in El Cajon.

Pavement Management System
City of King City, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the MTC8 system. Inspected residential, collector and arterial streets in Pacific Grove.

Pavement Management System
City of Pacific Grove, CA
Field Technician. Responsible for collecting distress data for AC/PCC surfaces according to the MTC8 system. Inspected residential and collector streets in Pacific Grove.

Pavement Management System
City of San Buenaventura, CA
Field Technician. Responsible for collecting distress data for AC/PCC surfaces according to the MTC8 system. Inspected urban collectors and arterials and residential roads in Ventura.

Pavement Management Systems
City of Santa Ana, CA
Field Technician. Collecting distress data for AC/PCC surfaces accord ing to the ASTM19/20 syst em. Inspected residential and collector streets as part of a full network update for Santa Ana.

Pavement Management Systems
City of South Gate, CA
Field Technician. Collecting distress data for AC/PCC surfaces accord ing to the ASTM19/20 syst em. Inspected residential, collector and urban arterial streets in South Gate.

Pavement Management Systems
City of Stanton, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the ASTM19/20 system. Inspected urban arterials in Stanton.

Pavement Management System
City of Torrance, CA
Field Technician. Responsible for collecting distress data for AC/P CC surfaces according to the ASTM19/20 system.

Inspected urban arterials in Torrance.

Pavement Management Systems
City of Ventura, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the ASTM19/20 system. Inspected residential, collector and urban arterial streets in Ventura.
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Anaheim | Reno | Lake Tahoe | Point Richmond | Oakland | Sacramento | ScoƩsdale ncenet.com
CollaboraƟon. Commitment. Conﬁdence.CollaboraƟon. Commitment. Conﬁdence. 620
Dirt Road Inventory and Condition Assessment
City of Wildomar
Public Works
23873 Clinton Keith Road, Suite 110
Wildomar, CA 92595
Draft Memorandum
February 2026
2300 E. Katella Ave, Suite 125
Anaheim, CA 92806
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P a g e | 1

MEMORANDUM
Date: 02/02/2026 Project Number: 1304.02.30
To: Cameron Luna, City of Wildomar
From: Mahmoud Samara and Vivek Jha, NCE
Subject: City of Wildomar – Dirt Road Inventory and Condition Assessment 1 Executive Summary
An evaluation of the City of Wildomar’s dirt road network was conducted to document existing conditions, identify operational and maintenance challenges, and develop improvement strategies consistent with the City’s standards. The assessment found that a significant portion of the dirt road network exhibits moderate to severe surface deterioration, including rutting, erosion, loose surface material, and drainage-related distress. These conditions reduce roadway serviceability, increase maintenance frequency, and may limit access during adverse weather conditions.

1.1 Key Findings
• A total of 58.8 miles of dirt road within the City’s jurisdiction was inventoried as part of this project. • Condition: 30% Good, 41% Fair, 29% Poor
• Upgrading the eligible dirt road segments to 138A (AC) is the highest-cost option at approximately $75M • Upgrading to 138B (Gravel) is approximately $38M
• Upgrading to 138C (Chip Seal) is approximately $46M
• Improving/maintaining to 138D (Dirt) is approximately $31M.

City's Standards Total Cost*
138A- AC $75,272,585
138B- Gravel $37,494,365
138C- Chip $45,594,128
138D- Dirt $30,997,225
* Please note that the estimated cost does not include any parcel acquisition or right-of-way costs and reflects material, construction, and design costs only.

Methodology Note : This assessment is based on NCE's engineering evaluation of field-collected video and photographic documentation. Roadway dimensions are derived from GIS and parcel data. Cost estimates are planning-level and based on City of Wildomar’s residential rural road standards, 138A to 138D (Appendix A). 622
P a g e | 2
2 Background
Nichols Consulting Engineers, Chtd. (NCE) was retained by the City of Wildomar to build on the 2025 Pavement Management Plan (PMP) and assess the dirt roads within the City.

The City initiated this effort to develop a clearer understanding of the current condition and performance of its dirt road network and to support data-driven decision-making for future improvements and/or acquisition. Dirt roads provide essential access for residential properties, utility services, refuse collection, emergency response, and maintenance operations. Unlike paved roadways, dirt roads are more vulnerable to environmental conditions and traffic loading, making them more costly to maintain over time if not proactively managed.

Historically, improvements to dirt roads have often been reactive in nature. This study establishes a structured framework that allows the City to prioritize projects, evaluate feasible treatment options, and align improvement strategies with available funding and long-term goals. 3 Project Overview
This effort included field observations of the City’s dirt road network, documentation of surface condition and material characteristics, development of project prioritization methodology, preparation of planning-level cost estimates, and identification of appropriate treatment alternatives. The results provide the City with a comprehensive basis for developing a phased dirt road improvement program.

3.1 Technical Approach and Investigation
The City of Wildomar provided NCE with the initial locations of dirt roads within the City's jurisdiction. As part of this effort, NCE's project team conducted field reviews and site visits of each accessible dirt road. All accessible road segments were driven to observe existing conditions and operational characteristics, and video and photographic documentation was collected to capture surface conditions and overall roadway performance. The condition assessment presented in this memorandum is based on NCE's engineering review of the video and image data collected during field investigations. For each road segment, key attributes including roadway length, width, surface material type, and general condition were identified and documented. The information collected during the field investigation formed the basis for evaluating existing conditions, classifying material types, and developing treatment recommendations.

3.2 Dirt Road Condition
The City of Wildomar’s dirt road network consists of unpaved roadway segments that vary in length, width, surface material, and level of use. These roads serve residential access, maintenance operations, and emergency services and are subject to varying traffic and environmental conditions. Based on field reviews and site visits, the overall condition of the dirt road network reflects a range of performance levels influenced by surface material, drainage characteristics, and maintenance history.

For the purpose of this evaluation, dirt road conditions were categorized into three general condition ratings:

Good, Fair, and Poor. Roads classified as Good generally exhibit a stable driving surface with minimal rutting or erosion and provide acceptable access under typical weather conditions as shown in . Fair condition roads show moderate distress, including localized rutting, surface irregularities, or minor drainage issues, and may require periodic maintenance to remain serviceable as shown in Figure 2. Roads categorized as Poor exhibit significant deterioration such as pronounced rutting, erosion, loose surface material, or poor drainage, which can affect 623
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accessibility and require frequent maintenance or capital improvements as shown in Figure 3. It is important to note that the condition assessment methodology used in this evaluation is based on NCE's engineering judgment and only visual observation of roadway characteristics. The assessment does not follow specific ASTM standards, federal guidelines, or state-mandated protocols. The condition ratings provide a practical planning- level framework for comparing dirt road segments and establishing improvement priorities, but should not be interpreted as a pavement condition index (PCI) or other standardized rating system. Appendix B provides the complete inventory of the City’s dirt roads, including the condition rating for each segment.

Figure 1. Example of Dirt Road in Good Condition
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Figure 2.Example of Dirt Road in Fair Condition
Figure 3. Example of Dirt Road in Poor Condition
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3.3 Network Summary
A total of 432 road segments were evaluated as part of this project. In total, approximately 58.8 centerline miles of dirt road, representing a surface area of about 6.9 Million square feet were analyzed.

Data Source Note: The roadway dimensions (length, width, and right-of-way width) presented in Table 1 and Appendix B are based on NCE's review of City GIS mapping data and County parcel maps. These dimensions are intended for planning-level analysis and budgeting purposes. Actual field-measured dimensions may vary from the values shown, and it is recommended to conduct final design-level surveys to confirm quantities for construction purposes.

Table 1 provides a summary of the dirt roads evaluated for the City of Wildomar under this task, while Table 2 evaluates their current condition, including the estimated cost for each treatment alternative.

Table 1. Dirt Roads Summary Statistics
Type Centerline Miles Number of Sections Surface Area (Sqft) AC 8.7 56 1,048,238
Gravel 5.1 41 676,413
Dirt 43.3 322 5,128,274
N/A 1.6 13 111,200
Grand Total 58.8 432 6,964,125
Table 2. Dirt Road Conditions Summary Statistics
Condition
Category Centerline Miles Number of
Sections
Surface Area
(Sqft)
Percent of Dirt Road
Network Area
Good 17.7 128 2,239,439 30%
Fair 24.3 199 3,284,949 41%
Poor 16.8 105 1,439,737 29%
Grand Total 58.8 432 6,964,125 100%

3.3 Material type
Based on field reviews and site visits, the City of Wildomar’s dirt road network consists of three primary surface material types: asphalt concrete (AC), gravel, and native dirt. Each material type exhibits different performance characteristics and maintenance needs. Figure 4 and Appendix C show the marital type and location for all the dirt road within the city of Wildomar.
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Figure 4. Project Locations & material type
4 Treatment Descriptions and City Standards
Treatment recommendations were developed to address dirt roads classified in Poor condition, based on field observations and condition ratings. The treatment types presented in this section (138A through 138D) are derived from the City of Wildomar's established roadway residential rural road standards. NCE has applied these City standards to the dirt road inventory and developed planning-level cost estimates for each treatment alternative. The selected treatments are intended to improve roadway functionality, address existing deficiencies, and align with the City's standard improvement classifications. Treatment limits and associated costs were prorated based on the current condition of each dirt road segment, reflecting the level of improvement required to restore acceptable serviceability. This approach allows flexibility in addressing varying roadway needs while balancing budget constraints and long-term performance objectives

4.1 City Standard 138A – Asphalt Concrete (AC)
This treatment involves upgrading an existing dirt road to asphalt concrete pavement. It provides the highest level of structural capacity, durability, and user comfort. Asphalt paving significantly reduces maintenance frequency, improves drainage control, and enhances overall roadway performance. This option is recommended for roads with higher traffic volumes, recurring maintenance issues, or long-term service expectations.

4.2 City Standard 138B – Gravel
Gravel treatment consists of placing and compacting an engineered gravel surface. This option improves ride quality, reduces rutting, and enhances drainage performance compared to untreated dirt roads. Gravel surfaces 627
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require periodic maintenance but represent a cost-effective intermediate solution where full paving is not immediately warranted.

4.3 City Standard 138C – Chip Seal
Chip seal treatment provides surface stabilization by sealing the roadway and reducing dust and surface erosion.

This option is appropriate where improved drivability is desired but full asphalt construction is not currently feasible. Chip seal treatments extend service life but offer limited structural improvement compared to asphalt pavement.

4.4 City Standard 138D – Dirt
Dirt treatment represents continued maintenance or minor surface improvements to existing dirt roads. While this option has the lowest initial cost, it requires frequent maintenance and provides limited long-term performance benefits. This treatment is most appropriate for low-volume roads or interim conditions where higher-level improvements are deferred.
5 Cost Estimates and Development Methodology
Table 1 in Appendix B presents the detailed cost estimates for each road segment under all four treatment alternatives, allowing the City to compare improvement options on a segment-b y-segment basis. The costs shown in Table 2 represent the total estimated investment required to implement each treatment standard across the dirt road network. Cost estimates reflect treatments appropriate for road segments categorized as Good, Fair, or Poor, consistent with the observed level of distress and anticipated scope of work required to restore acceptable serviceability.

Unit costs were established using representative construction pricing expressed in dollars per square yard and reflect typical material, labor, and equipment costs associated with each treatment type. Loaded unit costs were then developed to account for construction-related factors such as contractor overhead, mobilization, and incidental work. Total paving costs were calculated by applying the loaded unit costs to the recommended treatment quantities.

For roads in Good condition, cost estimates assume minor surface treatments intended to preserve existing conditions and extend service life. Roads classified as Fair condition were assigned intermediate treatments reflecting increased surface preparation or rehabilitation needs. Roads in Poor condition were assigned more intensive treatments, including reconstruction or full-depth improvements, to address significant surface deterioration, rutting, and structural deficiencies.

Cost estimates were prorated based on the existing condition of each dirt road segment, ensuring that higher- cost treatments are applied only where warranted by roadway condition. This approach allows the City to align investment levels with actual needs, balance budget constraints, and prioritize improvements in a cost-effective and defensible manner. All cost estimates are intended for planning and budgeting purposes and will be refined during final design and bid preparation. Please note that the estimated cost does not include any parcel acquisition or right-of-way costs and reflects material, construction, and design costs only. Table 3 represent the detailed unit cost for each city standard and condition category 628
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Table 3. Detailed Cost Estimate for the City’s Standard Condition Category
138A- AC
Treatment Paving Unit Cost
($/SY)
Total Paving Cost
($/SY)1,2
Good Mill And Thin Ac Overlay (2.0 “) $ 20.73 $ 29.80 Fair Mill And Thick Ac Overlay (2.5 “) $ 25.92 $ 37.26 Poor Reconstruction (3.0"AC over 4.0" AB) $ 75.75 $ 108.89 Condition Category
138B- Gravel
Treatment Paving Unit Cost
($/SY)
Total Paving Cost
($/SY)1,2
Good Minor Grading + Surfacing (2") $ 13.40 $ 19.26 Fair Major Grading + Surfacing (3") $ 20.10 $ 28.89 Poor Reconstruction (4") $ 38.50 $ 55.34
Condition Category
138C- Chip
Treatment Paving Unit Cost
($/SY)
Total Paving Cost
($/SY)1,2
Good Cape Seal Coat $ 9.68 $ 13.91
Fair Removal (3") $ 29.78 $ 42.81
Poor Reconstruction (4") $ 48.18 $ 69.26
Condition Category
138D- Dirt
Treatment Paving Unit Cost
($/SY)
Total Paving Cost
($/SY)1,2
Good Grading + Fill (1") $ 15.70 $ 22.57
Fair Grading + Excavation + Fill (3") $ 31.80 $ 45.71 Poor Grading + Excavation + Fill (4") $ 38.50 $ 55.34 1-The estimated cost includes an additional 18% for concrete and drainage work, 7% for construction management and design fees, and 15% for contingency. 2-The estimated cost does not include any parcel acquisition or right-of-way costs and reflects material, construction, and design costs only.

Planning-level cost estimates show a clear progression across the City’s standards (Table 4): upgrading the eligible dirt road segments to 138A (AC) is the highest-cost option at approximately $75M; upgrading to 138B (Gravel) is approximately $38M; upgrading to 138C (Chip Seal) is approximately $46M; and improving/maintaining to 138D (Dirt) is approximately $31M. These totals were developed using the City’s standard unit costs and the observed roadway conditions, with the key assumption that road segments already improved to a higher standard than the target level remain at their existing standard (i.e., no downgrading)— for example, when estimating the cost for 138B (Gravel), segments already paved with AC were assumed to remain AC, and only segments below the target standard were included in the upgrade cost. 629
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Table 4. Total Construction Cost
City's Standards Total Cost
138A- AC $75,272,585
138B- Gravel $37,494,365
138C- Chip $45,594,128
138D- Dirt $30,997,225
Closure
This memorandum summarizes the field-based assessment of the City of Wildomar’s dirt road network, including observed roadway conditions, surface material types, and the condition-based methodology used to develop treatment recommendations and planning-lev el cost estimates. The cost comparison across the City’s residential rural road standards (138A through 138D) is intended to support budget planning and to provide a clear framework for evaluating improvement alternatives, recognizing that segments already improved to a higher standard were assumed to remain unchanged in the cost analysis (i.e., no downgrading).

Upon City direction, recommended next steps may include confirming project limits and priorities, refining cost estimates at the segment level, evaluating drainage and constructability constraints, and advancing selected improvements into design and implementation. Please contact us if you have any questions or would like to review the findings, assumptions, or recommended path forward in more detail.

If you have any further questions, please don’t hesitate to contact Mahmoud Samara ([email protected]), or Vivek Jha ([email protected]).
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Appendix A
Residential Rural Road Standards – 138A-138D
631
Adopted December 9, 2020
City of Wildomar
Rural Road Standard 138
138A Residential Rural Road Asphalt/Aggregate
138B Residential Rural Road Engineered Gravel
138C Residential Rural Road Chip Seal/ARAM
138D Residential Rural Road Dirt Roadway
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RESIDENTIAL

ASPHALT / AGGREGATE BASE

RURAL ROAD

RESIDENTIAL
138A

MARK DATE APPROVEDREVISION DESCRIPTION
Director of Public Works/ City Engineer Date
APPROVED BY:

Daniel A. York, PE

NOT TO SCALE

CITY OF WILDOMAR
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ENGINEERED GRAVEL

RURAL ROAD

RESIDENTIAL
138B

MARK DATE APPROVEDREVISION DESCRIPTION
Director of Public Works/ City Engineer Date
APPROVED BY:

Daniel A. York, PE

NOT TO SCALE

CITY OF WILDOMAR
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CHIP SEAL

RURAL ROAD

RESIDENTIAL
138C

MARK DATE APPROVEDREVISION DESCRIPTION
Director of Public Works/ City Engineer Date
APPROVED BY:

Daniel A. York, PE

NOT TO SCALE

CITY OF WILDOMAR
STANDARD NO.

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DIRT ROADWAY

RURAL ROAD

RESIDENTIAL
138D

MARK DATE APPROVEDREVISION DESCRIPTION
Director of Public Works/ City Engineer Date
APPROVED BY:

Daniel A. York, PE

NOT TO SCALE

CITY OF WILDOMAR
STANDARD NO.

R
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EXP.
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Appendix B
Dirt Road List

637
NCE City of Wildomar’s Dirt Road Network Sorted by Dirt Road Name StreetID SectionID StreetName From To Material Length, FT Width, FT Area, ST ROW width, FT CityROW Condition 138A- AC1,2 138B- Gravel1,2 138C- Chip1,2 138D- Dirt1,2 Accessibility-Related Comments ACACI 208 ACACIA ST PINE AVE OAK AVE Dirt 665 18 11970 40 Yes Fair 144,824.53$ 73, 607.19$ 92, 111.75$ 60, 797.63$ ACACI 28 ACACIA ST OAK AVE CEDAR RD Dirt 655 18 11790 40 Yes Fair 142,646.72$ 72, 500.31$ 90, 726.61$ 59, 883.38$ ALAME 244 ALAMEDA DEL MONTE CLAREMONT ST END AC 950 22 20900 0 No Good 69,211.90$ 69, 211.90$ 69, 211.90$ 69, 211.90$ Pr ivate Road ALAME 35 ALAMEDA DEL MONTE ENDERLEIN ST HIXON ST Dirt 765 22 16830 80 Yes Fair 203,625.47$ 103, 492.81$ 129, 510.50$ 85, 482.38$ ALAME 196 ALAMEDA DEL MONTE HIXON ST WESLEY ST Dirt 1359 22 29898 80 Yes Fair 361,734.66$ 183, 851.94$ 230, 071.60$ 151, 856.93$ ALMON 88 ALMOND ST GRAPE SPUR LN END Dirt 230 32 7360 40 Yes Fair 89,048.33$ 45, 258.89$ 56, 636.80$ 37, 382.67$ ALMON 309 ALMOND ST LEMON ST LIME ST Dirt 700 20 14000 20 Yes Fair 169,385.42$ 86, 090.28$ 107, 733.04$ 71, 108.33$ Pr ivate Road ALAME 276 ALAMEDA DEL MONTE WILSON ST END Gravel 659 20 13180 0 No Good 159,464.27$ 28, 208.86$ 28, 208.86$ 28, 208.86$ ALMONT 352 ALMOND TREE LN CORYDON RD END Dirt 656 32 20992 0 No Fair 253,981.33$ 129, 086.22$ 161, 538.00$ 106, 621.87$ ALMON 398 ALMOND ST GRAPE ST END AC 611 10 6110 0 No Good 20,233.72$ 20, 233.72$ 20, 233.72$ 20, 233.72$ APRIC 46 APRICOT LN ORCHARD ST END Dirt 645 28 18060 30 Yes Fair 218,507.19$ 111, 056.46$ 138, 975.62$ 91, 729.75$ AUSTI 348 AUSTIN ST GRUWELL ST ELM ST Dirt/Gravel 660 50 33000 60 Yes Fair 399,265.63$ 202, 927.08$ 253, 942.16$ 167, 612.50$ BAKER 51 BAKER CT BRYANT ST CDS Dirt 361 35 12635 50 Yes Fair 152,870.34$ 77, 696.48$ 97, 229.07$ 64, 175.27$ BEECHC 112 BEECHCRAFT WY BEECHER ST END Dirt 342 22 7524 0 No Fair 91,032.56$ 46, 267.38$ 57, 898.81$ 38, 215.65$ ARTEM 349 ARTEMIS CIR AVENIDA TERRAZO END Gravel/Dirt 566 30 16980 0 No Good 205,440.31$ 104, 415.21$ 130, 664.78$ 42, 579.71$ Pr ivate Road BEECH 330 BEECHER ST BEECHCRAFT WY GUFFY LN Dirt 308 46 14168 0 No Fair 171,418.04$ 87, 123.36$ 109, 025.83$ 71, 961.63$ BEECH 138 BEECHER ST BRYANT ST BEECHCRAFT WY Dirt 512 46 23552 20 Mixed Fair 284,954.67$ 144, 828.44$ 181, 237.75$ 119, 624.53$ BEECH 307 BEECHER ST GUFFY LN END Dirt 382 46 17572 50 Yes Fair 212,602.90$ 108, 055.60$ 135, 220.35$ 89, 251.12$ BETHER 73 BETHEL RD UPTON ST GREENWOOD DR Dirt 245 20 4900 40 Yes Fair 59,284.90$ 30, 131.60$ 37, 706.56$ 24, 887.92$ BATS 295 BATSON LN PALOMAR ST CDS AC 680 25 17000 62 Yes Good 56,296.76$ 56, 296.76$ 56, 296.76$ 56, 296.76$ BATSO 95 BATSON LN GRAND AVE UNION ST AC 1357 25 33925 60 Yes Good 112,345.15$ 112, 345.15$ 112, 345.15$ 112, 345.15$ BAXTE 101 BAXTER RD MARGARET LN WHITE ST AC 395 27 10665 33 Yes Good 35,317.94$ 35, 317.94$ 35, 317.94$ 35, 317.94$ BAXTE 428 BAXTER RD CHERRY ST END OF PAVEMENT AC 382 26 9932 30 Yes Good 32,890.55$ 32, 890.55$ 32, 890.55$ 32, 890.55$ Pr ivate Road BAXTE 429 BAXTER RD CHERRY ST END OF PAVEMENT AC 533 27 14391 30 Yes Good 47,656.86$ 47, 656.86$ 47, 656.86$ 47, 656.86$ Pr ivate Road BETHE 281 BETHEL ST PALM DR CLUB RD Dirt 666 31 20646 40 Yes Fair 249,795.09$ 126, 958.56$ 158, 875.45$ 104, 864.48$ BEVER 134 BEVERLY ST WEST AVE END Dirt 1037 16 16592 30 Yes Fair 200,745.92$ 102, 029.28$ 127, 679.04$ 84, 273.53$ BEVER 160 BEVERLY ST GREENWOOD DR UPTON ST Dirt 242 32 7744 27 Yes Fair 93,694.33$ 47, 620.22$ 59, 591.76$ 39, 333.07$ BILTO 387 BILTON WY BRYANT ST CDS Dirt 498 40 19920 60 Yes Fair 241,011.25$ 122, 494.17$ 153, 288.72$ 101, 177.00$ BLUE 2 BLUE TERRACE ST PALOMAR ST CDS Dirt 553 15 8295 0 No Fair 100,360.86$ 51, 008.49$ 63, 831.83$ 42, 131.69$ BONNI 137 BONNIE LN WAITE ST END Dirt 666 25 16650 30 Yes Fair 201,447.66$ 102, 385.94$ 128, 125.36$ 84, 568.13$ BRYAN 38 BRYANT ST HALLIE ST END ROW (N/ PALOMAR ST) Dirt 2338 30 70140 40 Yes Fair 848,620.94$ 431, 312.29$ 539, 742.52$ 356, 252.75$ BRYAN 359 BRYANT ST CORYDON ST HALLIE ST Dirt 1020 50 51000 0 No Fair 617,046.88$ 313, 614.58$ 392, 456.07$ 259, 037.50$ BETHE 317 BETHEL ST CLUB RD ELIZABETH AVE N/A 442 24 10608 40 Yes Poor 128,345.75$ 65, 231.83$ 81, 630.86$ 65, 231.83$ P aper Road (Road Does Not Exist) BUNNY 3 BUNNY TRL JANA LN END Dirt 517 12 6204 0 No Fair 75,061.94$ 38, 150.29$ 47, 741.13$ 31, 511.15$ Pr ivate Road CALLE 243 CALLE DE ESPERANZA WILDOMAR TRL END Dirt 1667 16 26672 0 No Fair 322,703.42$ 164, 014.28$ 205, 246.83$ 135, 471.53$ CAMER 48 CAMERON LN 425' SOUTH OF AMADO LN BAXTER RD Dirt 482 36 17352 0 No Fair 209,941.13$ 106, 702.75$ 133, 527.41$ 88, 133.70$ CARL 399 CARL ST CLUB RD END Dirt 397 14 5558 40 Yes Fair 67,246.01$ 34, 177.84$ 42, 770.02$ 28, 230.01$ CATHY 250 CATHY LN CORYDON RD CDS Dirt 505 50 25250 60 Yes Fair 305,498.70$ 155, 269.97$ 194, 304.23$ 128, 248.96$ BOGGS 389 BOGGS LN ORANGE ST CDS Gravel 627 27 16929 55 Yes Good 204,823.27$ 36, 232.76$ 36, 232.76$ 36, 232.76$ CEDAR 60 CEDAR AVE MAGNOLIA RD LOCUST ST Dirt 325 35 11375 40 Yes Fair 137,625.65$ 69, 948.35$ 87, 533.09$ 57, 775.52$ BOOB 131 BOO BOO LN BOO BOO LN END AC 261 40 10440 7 Mixed Good 34,572.83$ 34, 572.83$ 34, 572.83$ 34, 572.83$ Pr ivate Road BOOB 402 BOO BOO LN WALNUT ST BOO BOO LN AC 145 40 5800 43 Yes Fair 24,008.91$ 24, 008.91$ 24, 008.91$ 24, 008.91$ BRYAN 293 BRYANT ST END ROW (N/ PALOMAR ST) PALOMAR ST AC 746 36 26856 0 No Fair 111,169.54$ 111, 169.54$ 111, 169.54$ 111, 169.54$ CHERR 419 CHERRY DR CANYON DR END Dirt 156 15 2340 38 Yes Fair 28,311.56$ 14, 389.38$ 18, 006.81$ 11, 885.25$ CHETL 333 CHETLEE LN WHITE ST END OF PAVEMENT Dirt 426 15 6390 0 No Fair 77,312.34$ 39, 294.06$ 49, 172.44$ 32, 455.88$ Pr ivate Road CIELO 358 CIELO VISTA WAY WESLEY ST END Dirt 340 14 4760 0 No Fair 57,591.04$ 29, 270.69$ 36, 629.23$ 24, 176.83$ Pr ivate Road BUNN 271 BUNNY TRL END OF PAVEMENT YAMAS DR N/A 693 40 27720 70 Yes Poor 335,383.13$ 170, 458.75$ 213, 311.42$ 170, 458.75$ U nder Construction CITRU 246 CITRUS LN LEMON ST END Dirt 368 27 9936 50 Yes Fair 120,215.25$ 61, 099.50$ 76, 459.68$ 50, 466.60$ CLOUD 278 CLOUD BURST RD CRAB HOLLOW CR END Dirt 690 23 15870 60 Yes Fair 192,010.47$ 97, 589.48$ 122, 123.09$ 80, 606.38$ CANYO 113 CANYON DR MONTE VISTA RD END AC 351 15 5265 40 Yes Good 17,435.44$ 17, 435.44$ 17, 435.44$ 17, 435.44$ Pr ivate Road CLUB 139 CLUB RD LEICESTER RD RAYMOND ST Dirt 245 24 5880 40 Yes Fair 71,141.88$ 36, 157.92$ 45, 247.88$ 29, 865.50$ CLUB 161 CLUB RD RAYMOND ST BETHEL ST Dirt 240 17 4080 40 Yes Fair 49,363.75$ 25, 089.17$ 31, 396.49$ 20, 723.00$ CLUB 262 CLUB RD WHEELER ST ENNIS ST Dirt 244 25 6100 40 Yes Fair 73,803.65$ 37, 510.76$ 46, 940.82$ 30, 982.92$ CASH 179 CASH LN SHOEMAKER DR CDS Gravel 356 45 16020 60 Yes Good 193,825.31$ 34, 287.25$ 34, 287.25$ 34, 287.25$ CLUB 365 CLUB RD BETHEL ST CARL RD Dirt 234 18 4212 40 Yes Fair 50,960.81$ 25, 900.88$ 32, 412.25$ 21, 393.45$ COMO 255 COMO ST GRUWELL ST WILDOMAR TRAIL Dirt 1350 24 32400 60 Yes Fair 392,006.25$ 199, 237.50$ 249, 325.03$ 164, 565.00$ CORAZ 169 CORAZZA RD ORANGE ST CAMERON LN Dirt 943 30 28290 0 No Fair 342,279.53$ 173, 963.85$ 217, 697.69$ 143, 689.63$ CEDAR 251 CEDAR AVE ACACIA ST NORTH END Gravel 334 16 5344 40 Yes Fair 64,656.83$ 17, 156.47$ 17, 156.47$ 17, 156.47$ CEDARS 267 CEDAR ST WILDOMAR TRAIL PENROSE ST AC 694 19 13186 0 No Good 43,666.42$ 43, 666.42$ 43, 666.42$ 43, 666.42$ CORYD 418 CORYDON ST GRAND AVE 270' S/ GRAND AVE Dirt/Gravel 574 30 17220 0 No Fair 208,344.06$ 105, 891.04$ 132, 511.64$ 87, 463.25$ COTTONC 102 COTTONWOOD CANYON RD MAGNOLIA ST SPRUCE AVE Dirt 527 17 8959 0 No Fair 108,394.57$ 55, 091.63$ 68, 941.45$ 45, 504.25$ CHEYE 98 CHEYENNE CIR JANA LN END Gravel 493 18 8874 0 No Good 107,366.16$ 18, 992.83$ 18, 992.83$ 18, 992.83$ CHICO 207 CHICO HILLS RD BUNDY CANYON RD END AC 821 18 14778 30 Yes Good 48,938.44$ 48, 938.44$ 48, 938.44$ 48, 938.44$ Pr ivate Road CHRIS 290 CHRISTOPHER LN BUNDY CANYON RD END AC 794 24 19056 0 No Good 63,105.36$ 63, 105.36$ 63, 105.36$ 63, 105.36$ CIELO 135 CIELO VISTA WAY GRUWELL ST END AC 1846 26 47996 0 No Good 158,942.31$ 158, 942.31$ 158, 942.31$ 158, 942.31$ Pr ivate Road COTTONC 149 COTTONWOOD CANYON RD MULBERRY ST EDWARDS RD Dirt 851 25 21275 0 No Fair 257,405.34$ 130, 826.48$ 163, 715.74$ 108, 059.27$ COTTONC 26 COTTONWOOD CANYON RD PALM AVE MAGNOLIA ST Dirt 245 21 5145 0 No Fair 62,249.14$ 31, 638.18$ 39, 591.89$ 26, 132.31$ CLARE 205 CLAREMONT ST STANLEY LN ALAMEDA DEL MONTE AC 405 20 8100 0 No Good 26,823.75$ 26, 823.75$ 26, 823.75$ 26, 823.75$ Pr ivate Road CLARE 397 CLAREMONT ST STANLEY LN CITY LIMIT AC 1230 20 24600 0 No Good 81,464.72$ 81, 464.72$ 81, 464.72$ 81, 464.72$ Pr ivate Road CLARE 197 CLAREMONT ST ALAMEDA DEL MONTE GRAND AVE AC 780 18 14040 0 No Good 46,494.50$ 46, 494.50$ 46, 494.50$ 46, 494.50$ Pr ivate Road COTTONC 323 COTTONWOOD CANYON RD SUNSET AVE MULBERRY ST Dirt 695 25 17375 0 No Fair 210,219.40$ 106, 844.18$ 133, 704.40$ 88, 250.52$ CLUB 103 CLUB RD BUNDY CANYON RD LEICESTER RD AC 245 21 5145 40 Yes Good 17,038.05$ 17, 038.05$ 17, 038.05$ 17, 038.05$ COTTONC 382 COTTONWOOD CANYON RD ORANGE ST COYOTE LN Dirt 1659 19 31521 87 Yes Fair 381,371.27$ 193, 832.26$ 242, 560.94$ 160, 100.41$ COTTONC 392 COTTONWOOD CANYON RD LOCUST ST YUCCA ST Dirt 432 20 8640 0 No Fair 104,535.00$ 53, 130.00$ 66, 486.68$ 43, 884.00$ COTTON 195 COTTONWOOD ST SPRUCE AVE PALM AVE Dirt 542 20 10840 40 Yes Fair 131,152.71$ 66, 658.47$ 83, 416.15$ 55, 058.17$ COYO 340 COYOTE LN COTTONWOOD CANYON RD END Dirt 383 11 4213 82 Yes Fair 50,972.91$ 25, 907.02$ 32, 419.95$ 21, 398.53$ CRAB 11 CRAB HOLLOW CR CROOKED ARROW DR 2850' NORTH OF CROOKED ARROW Dirt 2857 18 51426 30 Yes Fair 622,201.03$ 316, 234.19$ 395, 734.23$ 261, 201.23$ CROOK 353 CROOKED ARROW DR 1100' SOUTH OF CLOUD BURST GREEN HARVEST CT Dirt 706 15 10590 60 Yes Fair 128,127.97$ 65, 121.15$ 81, 492.35$ 53, 788.38$ DELO 107 DE LOS CT WILDOMAR TRL END Dirt 1226 12 14712 0 No Fair 177,999.88$ 90, 468.58$ 113, 212.03$ 74, 724.70$ COMO 303 COMO ST ORANGE ST END AC 451 13 5863 0 No Good 19,415.76$ 19, 415.76$ 19, 415.76$ 19, 415.76$ Pr ivate Road DOROF 199 DOROF CT CANYON DR CDS Dirt 367 32 11744 60 Yes Fair 142,090.17$ 72, 217.44$ 90, 372.63$ 59, 649.73$ COMO 148 COMO ST PENROSE ST END Gravel 266 31 8246 60 Yes Good 99,768.01$ 17, 648.73$ 17, 648.73$ 17, 648.73$ Pr ivate Road DOROT 327 DOROTHY LN ALMOND ST END Dirt 599 25 14975 0 No Fair 181,181.90$ 92, 085.85$ 115, 235.87$ 76, 060.52$ EDWAR 237 EDWARDS AVE RAYMOND ST CARL ST Dirt/Gravel 473 24 11352 40 Yes Fair 137,347.38$ 69, 806.92$ 87, 356.10$ 57, 658.70$ ELIZA 247 ELIZABETH AVE MULBERRY AVE WHEELER ST Dirt 239 22 5258 40 Yes Fair 63,616.32$ 32, 333.05$ 40, 461.45$ 26, 706.26$ ENNIS 109 ENNIS ST PALM DR CLUB RD Dirt 665 13 8645 40 Yes Fair 104,595.49$ 53, 160.75$ 66, 525.15$ 43, 909.40$ Pr ivate Road FIRS 105 FIR ST CLUB RD ELIZABETH AVE Dirt 656 24 15744 40 Yes Fair 190,486.00$ 96, 814.67$ 121, 153.50$ 79, 966.40$ FIRS 194 FIR ST PALM RD END Dirt 250 12 3000 40 Yes Fair 36,296.88$ 18, 447.92$ 23, 085.65$ 15, 237.50$ 1-Costs include 18% for concrete/drainage, 7% for design construction management, and 15% contingency. 2-Costs exclude parcel acquisition/right-of-way; they include material, construction, and design only. 1/5 2/2/2026 638
NCE City of Wildomar’s Dirt Road Network Sorted by Dirt Road Name StreetID SectionID StreetName From To Material Length, FT Width, FT Area, ST ROW width, FT CityROW Condition 138A- AC1,2 138B- Gravel1,2 138C- Chip1,2 138D- Dirt1,2 Accessibility-Related Comments FIRS 25 FIR ST ELIZABETH AVE COTTONWOOD CANYON RD Dirt 653 18 11754 40 Yes Fair 142,211.16$ 72,278.94$ 90,449.58$ 59,700.53$ FLAND 108 FLANDERS LN PALOMAR ST CDS Dirt 662 13 8606 0 No Fair 104,123.64$ 52,920.92$ 66,225.04$ 43,711.31$ FRYB 331 FRYBACK LN CANYON DR END Dirt 528 15 7920 0 No Fair 95,823.75$ 48,702.50$ 60,946.12$ 40,227.00$ Private Road GAFFO 360 GAFFORD RD VIA MARGARITA ST END Dirt 209 18 3762 0 No Fair 45,516.28$ 23,133.69$ 28,949.41$ 19,107.83$ GAFFO 70 GAFFORD RD LOST RD VIA MARGARITA ST Dirt 566 23 13018 48 Yes Fair 157,504.24$ 80,051.66$ 100,176.34$ 66,120.59$ GARBA 16 GARBANI RD SUNSET AVE END Dirt 346 18 6228 30 Yes Fair 75,352.31$ 38,297.88$ 47,925.81$ 31,633.05$ Private Road GARDE 176 GARDEN ST CORYDON ST END Dirt 1429 28 40012 40 Yes Fair 484,103.52$ 246,046.01$ 307,901.02$ 203,227.62$ Private Road GLORY 125 GLORY LN GROVE RD CDS Dirt/Gravel 524 23 12052 30 Yes Fair 145,816.65$ 74,111.43$ 92,742.76$ 61,214.12$ GREEN 334 GREENWOOD DR BEVERLY ST BETHEL RD Dirt 664 28 18592 40 Yes Fair 224,943.83$ 114,327.89$ 143,069.47$ 94,431.87$ GRIF 312 GRIFFITH LN BRYANT ST END Dirt 529 22 11638 0 No Fair 140,807.68$ 71,565.62$ 89,556.94$ 59,111.34$ Private Road GROVE 315 GROVE RD WHITE ST END OF PAVEMENT Dirt 370 14 5180 0 No Fair 62,672.60$ 31,853.40$ 39,861.22$ 26,310.08$ GRUWE 49 GRUWELL ST GRAND AVE END Dirt 1145 32 36640 60 Yes Fair 443,305.83$ 225,310.56$ 281,952.75$ 186,100.67$ GUFFY 190 GUFFY LN MISSION TRL BEECHER ST Dirt 1238 48 59424 52 Yes Fair 718,968.50$ 365,416.33$ 457,280.58$ 301,824.40$ CRAB 203 CRAB HOLLOW CR LOST RD CROOKED ARROW DR AC 3375 15 50625 60 Mixed Good 167,648.44$ 167,648.44$ 167,648.44$ 167,648.44$ CRAB 83 CRAB HOLLOW CR 2850' NORTH OF CROOKED ARROW 3600' NORTH OF CROOKED ARROW AC 742 20 14840 60 Yes Fair 61,429.70$ 61,429.70$ 61,429.70$ 61,429.70$ GUFFY 145 GUFFY LN BEECHER ST END Dirt 288 14 4032 0 No Fair 48,783.00$ 24,794.00$ 31,027.12$ 20,479.20$ Private Road HAGER 304 HAGER LN ALMOND ST END Dirt 484 24 11616 0 No Fair 140,541.50$ 71,430.33$ 89,387.64$ 58,999.60$ Private Road HALL 238 HALLIE ST BRYANT ST END Dirt 526 40 21040 25 Mixed Fair 254,562.08$ 129,381.39$ 161,907.37$ 106,865.67$ HANSE 229 HANSEN PL GRAND AVE END Dirt 408 20 8160 0 No Fair 98,727.50$ 50,178.33$ 62,792.97$ 41,446.00$ HENDE 153 HENDERSON LN ORANGE ST END Dirt 351 10 3510 0 No Fair 42,467.34$ 21,584.06$ 27,010.21$ 17,827.88$ Private Road HIDDE 427 HIDDEN SPRINGS RD HIDDEN SPRINGS RD (PAVEMENT END) STABLE LANES RD Dirt 481 20 9620 88 Yes Fair 116,391.98$ 59,156.32$ 74,027.99$ 48,861.58$ DAYTO 43 DAYTON AVE END ROW (W/O JEFFERSON AVE) ? N/A 998 0 0 30 Yes Poor -$ -$ -$ -$ Paper Road (Road Does Not Exist) HIGHL 100 HIGHLAND ST LESLIE ST MCVICAR ST Dirt 1357 28 37996 0 No Fair 459,712.02$ 233,649.01$ 292,387.47$ 192,988.02$ Private Road DESE 94 DESERET CT COMO ST CDS AC 385 24 9240 60 Yes Good 30,598.94$ 30,598.94$ 30,598.94$ 30,598.94$ Private Road DIPI 287 DI PIETRO CIR WESLEY ST CDS Gravel 367 20 7340 57 Yes Good 88,806.35$ 15,709.64$ 15,709.64$ 15,709.64$ DIAL 90 DIAL RD LOST RD END AC 1326 24 31824 30 Mixed Fair 131,734.42$ 131,734.42$ 131,734.42$ 131,734.42$ DILLO 227 DILLON CIR COMO ST CDS AC 298 28 8344 50 Yes Good 27,631.77$ 27,631.77$ 27,631.77$ 27,631.77$ HONEY 395 HONEYDEW LN VINE ST END Dirt 613 27 16551 0 No Fair 200,249.86$ 101,777.16$ 127,363.54$ 84,065.29$ ILLIN 220 ILLINOIS ST NORGROVE PL GRUWELL ST Dirt 690 40 27600 60 Yes Fair 333,931.25$ 169,720.83$ 212,387.99$ 140,185.00$ DURKE 314 DURKEE LN JENSEN LN IONE LN Gravel 404 28 11312 60 Yes Good 136,863.42$ 24,210.82$ 24,210.82$ 24,210.82$ JANAV 277 JAN AVE ACACIA ST NORTH END Dirt 163 12 1956 40 Yes Fair 23,665.56$ 12,028.04$ 15,051.84$ 9,934.85$ EDWAR 299 EDWARDS AVE BUNDY CANYON RD LEICESTER ST Gravel/Dirt 250 24 6000 40 Yes Fair 72,593.75$ 36,895.83$ 46,171.30$ 30,475.00$ JANAV 33 JAN AVE YUCCA ST MANZANITA RD Dirt 331 20 6620 40 Yes Fair 80,095.10$ 40,708.40$ 50,942.34$ 33,624.08$ JANAV 422 JANA LN EOP NORTH EOP SOUTH Dirt 517 24 12408 60 Yes Fair 150,123.88$ 76,300.58$ 95,482.25$ 63,022.30$ JARO 47 JARO DR LEMON ST END Dirt/Gravel 587 24 14088 0 No Fair 170,450.13$ 86,631.42$ 108,410.22$ 71,555.30$ EDWAR 115 EDWARDS AVE LEICESTER ST RAYMOND ST Gravel 244 23 5612 40 Yes Good 67,899.35$ 12,011.24$ 12,011.24$ 12,011.24$ KILLA 22 KILLARNY LN WILDOMAR TRL END Dirt 846 20 16920 59 Yes Fair 204,714.38$ 104,046.25$ 130,203.07$ 85,939.50$ LAES 122 LA ESTRELLA RD JERMAR LN END Dirt 857 11 9427 44 Mixed Fair 114,056.88$ 57,969.50$ 72,542.81$ 47,881.30$ Private Road LAES 350 LA ESTRELLA RD MITCHELL RD JERMAR LN Dirt 433 18 7794 44 Yes Fair 94,299.28$ 47,927.69$ 59,976.52$ 39,587.03$ Private Road LAES 381 LA ESTRELLA RD LORING RD MITCHELL RD Dirt 385 18 6930 0 No Fair 83,845.78$ 42,614.69$ 53,327.85$ 35,198.63$ Private Road ELIZA 34 ELIZABETH AVE BUNDY CANYON RD END Gravel 135 22 2970 40 Yes Fair 35,933.91$ 9,534.94$ 9,534.94$ 9,534.94$ ELIZA 59 ELIZABETH AVE CARL ST MULBERRY AVE N/A 243 25 6075 40 Yes Poor 73,501.17$ 37,357.03$ 46,748.44$ 37,357.03$ Paper Road (Road Does Not Exist) ELSIN 342 ELSINORE HEIGHTS DR SEDCO HEIGHTS DR EOP NORTH AC 3249 20 64980 60 Yes Good 215,186.08$ 215,186.08$ 215,186.08$ 215,186.08$ ELSIN 375 ELSINORE HIEGHTS DR SEDCO HEIGHTS DR EOP SOUTH AC 1671 14 23394 60 Yes Good 77,470.96$ 77,470.96$ 77,470.96$ 77,470.96$ LAGO 263 LAGO VISTA LN ALMOND ST END Dirt 249 36 8964 0 No Fair 108,455.06$ 55,122.38$ 68,979.93$ 45,529.65$ LEICE 273 LEICESTER ST ELIZABETH AVE EDWARDS RD Dirt 360 18 6480 40 Yes Fair 78,401.25$ 39,847.50$ 49,865.01$ 32,913.00$ LEICE 347 LEICESTER ST EDWARDS RD SUNSET AVE Dirt 671 24 16104 40 Yes Fair 194,841.63$ 99,028.42$ 123,923.77$ 81,794.90$ LORIN 202 LORING RD LA ESTRELLA RD END Dirt 333 12 3996 0 No Fair 48,347.44$ 24,572.63$ 30,750.09$ 20,296.35$ Private Road LORIN 221 LORING RD MITCHELL RD LA ESTRELLA RD Dirt 1632 15 24480 0 No Fair 296,182.50$ 150,535.00$ 188,378.91$ 124,338.00$ Private Road LORIN 232 LORING RD 187' EAST OF BUTCHART MITCHELL RD Dirt 1163 14 16282 0 No Fair 196,995.24$ 100,122.99$ 125,293.52$ 82,698.99$ Private Road ETHEN 39 ETHEN RD MISSION TRL END Gravel/Dirt 483 18 8694 0 No Good 105,188.34$ 53,462.06$ 66,902.22$ 21,801.41$ Private Road LOSO 117 LOS OLIVOS LN ALAMEDA DEL MONTE END Dirt 845 44 37180 0 No Fair 449,839.27$ 228,631.18$ 286,108.17$ 188,843.42$ MAGNO 388 MAGNOLIA ST SPRUCE AVE COTTONWOOD CANYON RD Dirt 381 25 9525 40 Yes Fair 115,242.58$ 58,572.14$ 73,296.94$ 48,379.06$ MAGNO 132 MAGNOLIA ST WEST END SPRUCE AVE Dirt 239 17 4063 40 Yes Fair 49,158.07$ 24,984.63$ 31,265.67$ 20,636.65$ Private Road MALAG 423 MALAGA RD END OF PAVEMENT END Dirt 508 26 13208 43 Yes Fair 159,803.04$ 81,220.03$ 101,638.43$ 67,085.63$ MANZA 172 MANZANITA RD PINE AVE OAK AVE Dirt 671 30 20130 40 Yes Fair 243,552.03$ 123,785.52$ 154,904.72$ 102,243.63$ MANZA 186 MANZANITA RD SPRUCE AVE END Dirt 541 20 10820 40 Yes Fair 130,910.73$ 66,535.49$ 83,262.25$ 54,956.58$ FREDE 209 FREDERICK ST MONTE VISTA DR SAUER RD AC 3916 32 125312 30 Mixed Fair 518,724.96$ 518,724.96$ 518,724.96$ 518,724.96$ MANZA 371 MANZANITA RD OAK AVE COTTONWOOD CANYON Rd Dirt 563 25 14075 40 Yes Fair 170,292.84$ 86,551.48$ 108,310.18$ 71,489.27$ MAPLE 372 MAPLE ST NORGROVE PL GRUWELL ST Dirt 691 30 20730 60 Yes Fair 250,811.41$ 127,475.10$ 159,521.85$ 105,291.13$ MCVIC 91 MCVICAR ST HIGHLAND ST END Dirt 244 32 7808 0 No Fair 94,468.67$ 48,013.78$ 60,084.25$ 39,658.13$ Private Road MELIN 296 MELINDA LN CORYDON ST END Dirt 607 18 10926 0 No Fair 132,193.22$ 67,187.31$ 84,077.94$ 55,494.98$ MERCE 82 MERCER LN SUNSET AVE END Dirt 338 34 11492 50 Yes Fair 139,041.23$ 70,667.82$ 88,433.43$ 58,369.78$ GARRI 239 GARRISON ST WALNUT ST END Gravel 326 20 6520 0 No Fair 78,885.21$ 20,931.92$ 20,931.92$ 20,931.92$ MESA 126 MESA DR OLIVE ST END Dirt 227 32 7264 0 No Fair 87,886.83$ 44,668.56$ 55,898.06$ 36,895.07$ MESA 285 MESA DR ELBERTA DR 490' NORTH Dirt 489 35 17115 42 Yes Fair 207,073.67$ 105,245.36$ 131,703.64$ 86,929.94$ MIGUE 270 MIGUEL RD SALIDA DEL SOL END Dirt 759 16 12144 30 Yes Fair 146,929.75$ 74,677.17$ 93,450.72$ 61,681.40$ Private Road MITCH 210 MITCHELL RD LA ESTRELLA RD END Dirt 352 25 8800 0 No Fair 106,470.83$ 54,113.89$ 67,717.91$ 44,696.67$ Private Road GREEN 36 GREENWOOD DR BETHEL RD END Gravel 221 22 4862 40 Yes Good 58,825.14$ 10,406.03$ 10,406.03$ 10,406.03$ MOUNT 180 MOUNTAIN VIEW AVE VINE ST OLIVE ST Dirt 674 40 26960 30 Mixed Fair 326,187.92$ 165,785.28$ 207,463.05$ 136,934.33$ MULBE 254 MULBERRY ST CLUB RD ELIZABETH AVE Dirt 210 15 3150 40 Yes Fair 38,111.72$ 19,370.31$ 24,239.93$ 15,999.38$ MULBE 325 MULBERRY ST ELIZABETH AVE EDWARDS RD Dirt 649 17 11033 40 Yes Fair 133,487.81$ 67,845.29$ 84,901.33$ 56,038.45$ MULBE 79 MULBERRY ST EDWARDS RD COTTONWOOD CANYON RD Dirt 293 22 6446 40 Yes Fair 77,989.89$ 39,638.42$ 49,603.37$ 32,740.31$ NYIRI 241 NYIRI WAY GRAND AVE END Dirt 512 65 33280 50 Yes Fair 402,653.33$ 204,648.89$ 256,096.82$ 169,034.67$ OAKD 376 OAK CIRCLE DR 2700' FROM MARK WY 600' SOUTH OF BUNDY Dirt 2476 24 59424 60 Mixed Fair 718,968.50$ 365,416.33$ 457,280.58$ 301,824.40$ OAKD 23 OAK CIRCLE DR 600' SOUTH OF BUNDY MARK WY Dirt/AC 1376 22 30272 60 Yes Fair 366,259.67$ 186,151.78$ 232,949.61$ 153,756.53$ OLIVE 326 OLIVE ST SPRUCE AVE PALM AVE Dirt 542 14 7588 40 Yes Fair 91,806.90$ 46,660.93$ 58,391.31$ 38,540.72$ W7553 432 HARVEST WAY EAST BUNDY CANYON RD DEEP WELL RD AC 1846 30 55380 0 No Fair 229,243.72$ 229,243.72$ 229,243.72$ 229,243.72$ OLIVE 328 OLIVE ST GRAPE ST LOQUAT ST Dirt/AC 346 24 8304 40 Yes Fair 100,469.75$ 51,063.83$ 63,901.08$ 42,177.40$ OLIVEW 204 OLIVEWOOD DR HIXON ST END Dirt 440 20 8800 0 No Fair 106,470.83$ 54,113.89$ 67,717.91$ 44,696.67$ ORANG 92 ORANGE ST END PALM DR Dirt 283 22 6226 51 Yes Fair 75,328.11$ 38,285.58$ 47,910.42$ 31,622.89$ ORCHA 256 ORCHARD ST LEMON ST CDS Dirt 582 26 15132 30 Mixed Fair 183,081.44$ 93,051.29$ 116,444.02$ 76,857.95$ PALM 141 PALM DR BUNDY CANYON RD RAYMOND ST Dirt 488 22 10736 38 Yes Fair 129,894.42$ 66,018.94$ 82,615.85$ 54,529.93$ PALM 178 PALM DR OLIVE ST COTTONWOOD CANYON RD Dirt 146 25 3650 20 Yes Fair 44,161.20$ 22,444.97$ 28,087.54$ 18,538.96$ PALM 269 PALM DR RAYMOND ST BETHEL ST Dirt 242 20 4840 38 Yes Fair 58,558.96$ 29,762.64$ 37,244.85$ 24,583.17$ HIXON 142 HIXON ST GRAND AVE ALAMEDA DEL MONTE AC/Dirt 785 30 23550 60 Mixed Good 284,930.47$ 144,816.15$ 181,222.36$ 59,054.90$ PALM 321 PALM DR COTTONWOOD ST OLIVE ST Dirt 329 32 10528 20 Yes Fair 127,377.83$ 64,739.89$ 81,015.24$ 53,473.47$ PALM 361 PALM DR ORANGE ST COTTONWOOD ST Dirt 332 18 5976 20 Yes Fair 72,303.38$ 36,748.25$ 45,986.62$ 30,353.10$ 1-Costs include 18% for concrete/drainage, 7% for design construction management, and 15% contingency. 2-Costs exclude parcel acquisition/right-of-way; they include material, construction, and design only. 2/5 2/2/2026 639
NCE City of Wildomar’s Dirt Road Network Sorted by Dirt Road Name StreetID SectionID StreetName From To Material Length, FT Width, FT Area, ST ROW width, FT CityROW Condition 138A- AC1,2 138B- Gravel1,2 138C- Chip1,2 138D- Dirt1,2 Accessibility-Related Comments ILLIN 128 ILLINOIS ST GRUWELL ST ELM ST AC 665 26 17290 60 Yes Good 57,257.12$ 57,257.12$ 57,257.12$ 57,257.12$ ILLIN 351 ILLINOIS ST ELM ST WILDOMAR TRAIL AC 688 26 17888 60 Yes Good 59,237.44$ 59,237.44$ 59,237.44$ 59,237.44$ PENRO 297 PENROSE ST GRAND AVE END ROW (S/O GRAND AVE) Dirt 537 40 21480 60 Yes Fair 259,885.63$ 132,087.08$ 165,293.26$ 109,100.50$ INDIA 21 INDIANA ST WILDOMAR TRAIL PENROSE ST Gravel/Dirt 702 22 15444 0 No Good 186,856.31$ 94,969.88$ 118,844.93$ 38,727.98$ PINE 279 PINE AVE COTTONWOOD CANYON RD ACACIA ST Dirt 259 16 4144 53 Yes Fair 50,138.08$ 25,482.72$ 31,888.98$ 21,048.07$ PITT 40 PITT WY ALMOND ST END Dirt 453 32 14496 0 No Fair 175,386.50$ 89,140.33$ 111,549.87$ 73,627.60$ PLEAS 144 PLEASANT LN ORANGE ST WEST END Dirt 387 30 11610 0 No Fair 140,468.91$ 71,393.44$ 89,341.47$ 58,969.13$ Private Road PLEAS 357 PLEASANT LN ORANGE ST EAST END Dirt 312 26 8112 0 No Fair 98,146.75$ 49,883.17$ 62,423.60$ 41,202.20$ Private Road PLES 63 PLESSNER WAY CORYDON RD END Dirt 765 40 30600 0 No Fair 370,228.13$ 188,168.75$ 235,473.64$ 155,422.50$ RANCH 310 RANCHO MIRLO RD CLINTON KEITH RD JEROME LN Dirt/AC/Gravel 1556 20 31120 40 Mixed Fair 376,519.58$ 191,366.39$ 239,475.15$ 158,063.67$ RAYMO 10 RAYMOND ST ELIZABETH AVE EDWARDS RD Dirt 648 25 16200 40 Yes Fair 196,003.13$ 99,618.75$ 124,662.52$ 82,282.50$ JANE 80 JANE CT GRAND AVE END AC 245 12 2940 0 No Good 9,736.03$ 9,736.03$ 9,736.03$ 9,736.03$ RAYMO 226 RAYMOND ST CLUB RD ELIZABETH AVE Dirt 207 20 4140 40 Yes Fair 50,089.69$ 25,458.13$ 31,858.20$ 21,027.75$ RAYMO 258 RAYMOND ST EDWARDS RD SUNSET AVE Dirt 671 20 13420 20 Yes Fair 162,368.02$ 82,523.68$ 103,269.81$ 68,162.42$ JENNI 316 JENNIFER DR COMO ST END Gravel 418 21 8778 0 No Fair 106,204.66$ 28,181.04$ 28,181.04$ 28,181.04$ JENSE 384 JENSEN LN DURKEE LN END Gravel 527 24 12648 30 Yes Good 153,027.63$ 27,070.23$ 27,070.23$ 27,070.23$ RHINE 99 RHINEHART ST BUNDY CANYON RD END Dirt 894 30 26820 40 Yes Fair 324,494.06$ 164,924.38$ 206,385.72$ 136,223.25$ JEROM 266 JEROME LN RANCHO MIRLO RD END Gravel 762 28 21336 0 No Good 258,143.38$ 45,664.97$ 45,664.97$ 45,664.97$ Private Road JEWEL 171 JEWEL LN BUTCHART ST END AC/Dirt 490 10 4900 0 No Fair 59,284.90$ 30,131.60$ 37,706.56$ 24,887.92$ JOAN 50 JO ANN CT WAITE ST CDS Gravel 500 44 22000 28 Yes Good 266,177.08$ 47,086.11$ 47,086.11$ 47,086.11$ JOSHU 222 JOSHUA DR COMO ST CDS AC 439 25 10975 0 No Good 36,344.53$ 36,344.53$ 36,344.53$ 36,344.53$ ROSS 86 ROSS RD CORYDON RD END Dirt 390 14 5460 0 No Fair 66,060.31$ 33,575.21$ 42,015.88$ 27,732.25$ SAUER 217 SAUER RD WILDOMAR TRL OLD HILL RD Dirt 963 32 30816 60 Mixed Fair 372,841.50$ 189,497.00$ 237,135.81$ 156,519.60$ SDCOLN 93 SEDCO LN ORANGE ST CDS Dirt 334 26 8684 0 No Fair 105,067.35$ 53,400.57$ 66,825.26$ 44,107.48$ SHERI 78 SHERI LN 400' NORTH OF ALMOND 270' WEST Dirt 265 32 8480 34 Yes Fair 102,599.17$ 52,146.11$ 65,255.44$ 43,071.33$ SHERI 288 SHERI LN 270' WEST END Dirt 307 18 5526 60 Yes Fair 66,858.84$ 33,981.06$ 42,523.77$ 28,067.48$ Private Road SHOEM 156 SHOEMAKER DR GRUWELL ST END Dirt 737 32 23584 0 No Fair 285,341.83$ 145,025.22$ 181,484.00$ 119,787.07$ SILVE 44 SILVER SAGE WY GAFFORD RD END Dirt 235 30 7050 45 Yes Fair 85,297.66$ 43,352.60$ 54,251.28$ 35,808.13$ KILAR 343 KILARNEY LN WILDOMAR TRL END N/A 1312 28 36736 0 No Poor 444,467.33$ 225,900.89$ 282,691.49$ 225,900.89$ Paper Road (Road Does Not Exist) KILGO 280 KILGORE LN PALOMAR ST END N/A 413 0 0 0 No Poor -$ -$ -$ -$ Paper Road (Road Does Not Exist) STABL 167 STABLE LANES RD HIDDEN SPRINGS RD END ROW Dirt 337 30 10110 49 Yes Fair 122,320.47$ 62,169.48$ 77,798.64$ 51,350.38$ KLOTZ 300 KLOTZ LN CHERRY ST END OF PAVEMENT AC 470 28 13160 0 No Good 43,580.31$ 43,580.31$ 43,580.31$ 43,580.31$ SUNRI 185 SUNRISE DR CANYON DR CDS Dirt 472 24 11328 30 Yes Fair 137,057.00$ 69,659.33$ 87,171.42$ 57,536.80$ SUNSE 140 SUNSET AVE MERCER LN GARBANI RD Dirt 1977 16 31632 32 Yes Fair 382,714.25$ 194,514.83$ 243,415.10$ 160,664.20$ SUNSE 407 SUNSET AVE ORANGE ST MERCER LN Dirt 662 20 13240 36 Yes Fair 160,190.21$ 81,416.81$ 101,884.67$ 67,248.17$ SUNSE 408 SUNSET AVE FIR ST ORANGE ST Dirt 261 15 3915 30 Yes Fair 47,367.42$ 24,074.53$ 30,126.77$ 19,884.94$ SUNSE 412 SUNSET AVE BUNDY CANYON RD DEEP WELL RD Dirt 961 21 20181 31 Mixed Fair 244,169.08$ 124,099.14$ 155,297.17$ 102,502.66$ TANIS 81 TANISHA CT CANYON DR CDS Dirt 414 50 20700 60 Yes Fair 250,448.44$ 127,290.63$ 159,290.99$ 105,138.75$ Private Road LEICE 274 LEICESTER ST CLUB RD END Gravel 332 32 10624 40 Yes Fair 128,539.33$ 34,107.47$ 34,107.47$ 34,107.47$ LESLI 298 LESLIE ST GRAND AVE ALAMEDA DEL MONTE AC/Dirt 772 18 13896 30 Yes Good 168,127.13$ 85,450.75$ 106,932.74$ 34,846.15$ THOMS 159 THOMSEN LN GROVE RD END OF PAVEMENT Dirt 405 15 6075 0 No Fair 73,501.17$ 37,357.03$ 46,748.44$ 30,855.94$ TOBY 368 TOBY DR BRYANT ST END Dirt 304 22 6688 30 Yes Fair 80,917.83$ 41,126.56$ 51,465.61$ 33,969.47$ LINDA 123 LINDA VISTA LN WAITE ST END Gravel 349 24 8376 0 No Good 101,340.88$ 17,926.97$ 17,926.97$ 17,926.97$ unnamed 417 Unnamed Road GRAND AVE END Dirt 548 20 10960 0 No Fair 132,604.58$ 67,396.39$ 84,339.58$ 55,667.67$ UPTON 302 UPTON ST BEVERLY ST BETHEL RD Dirt 653 24 15672 40 Yes Fair 189,614.88$ 96,371.92$ 120,599.44$ 79,600.70$ VALEN 182 VALENCIA ST LEMON ST END Dirt 568 30 17040 0 No Fair 206,166.25$ 104,784.17$ 131,126.50$ 86,549.00$ VALLE 181 VALLEY TER ORANGE ST END Dirt 851 35 29785 0 No Fair 360,367.47$ 183,157.07$ 229,202.04$ 151,282.98$ VALLE 84 VALLEY TER ORANGE ST END Dirt 188 23 4324 0 No Fair 52,315.90$ 26,589.60$ 33,274.12$ 21,962.32$ VERDE 337 VERDE MESA ST GRAND AVE END Dirt 701 35 24535 0 No Fair 296,847.94$ 150,873.21$ 188,802.15$ 124,617.35$ LORIN 425 LORING RD BUTCHART ST 187' EAST AC 191 14 2674 0 No Good 8,855.15$ 8,855.15$ 8,855.15$ 8,855.15$ Private Road VIAM 133 VIA MARGARITA ST GAFFORD RD END Dirt 1185 34 40290 0 No Fair 487,467.03$ 247,755.52$ 310,040.29$ 204,639.63$ VILL 87 VILLA DEL SOL STABLE LANES RD END ROW (100' N/ TIMBER LN) Dirt/Gravel 677 40 27080 30 Mixed Fair 327,639.79$ 166,523.19$ 208,386.48$ 137,543.83$ VISTA 173 VISTA DEL AGUA WINDING WY STORY RD Dirt 2601 27 70227 60 Yes Fair 849,673.55$ 431,847.28$ 540,412.01$ 356,694.64$ VIVIA 380 VIVIAN DR UNION ST CDS Dirt 300 45 13500 60 Yes Fair 163,335.94$ 83,015.63$ 103,885.43$ 68,568.75$ LOST 143 LOST RD CRAB HOLLOW CT LINNY CT Gravel 3736 24 89664 0 No Good 1,084,841.00$ 191,905.87$ 191,905.87$ 191,905.87$ LOST 124 LOST RD LINNY CT NAVAJO SPRINGS RD Gravel 1425 20 28500 88 Mixed Good 344,820.31$ 60,997.92$ 60,997.92$ 60,997.92$ LOST 240 LOST RD NAVAJO SPRINGS RD CITY LIMIT Gravel 1261 19 23959 72 Mixed Good 289,878.94$ 51,278.92$ 51,278.92$ 51,278.92$ WALKE 264 WALKER ST PALM DR END Dirt 58 0 0 40 Yes Fair -$ -$ -$ -$ Rough Conditions WEBB 147 WEBB DR UNION ST CDS Dirt 530 25 13250 30 Yes Fair 160,311.20$ 81,478.30$ 101,961.63$ 67,298.96$ WESLE 67 WESLEY ST PALOMAR ST END OF PAVEMENT (S/ COMO ST) Dirt 1075 25 26875 30 Yes Fair 325,159.51$ 165,262.59$ 206,808.96$ 136,502.60$ Private Road WEST 329 WEST AVE BEVERLY ST END Dirt 111 30 3330 40 Yes Fair 40,289.53$ 20,477.19$ 25,625.07$ 16,913.63$ WHITE 1 WHITE ST BAXTER RD END OF PAVEMENT Dirt 2010 45 90450 40 Mixed Fair 1,094,350.78$ 556,204.69$ 696,032.38$ 459,410.63$ WILSO 391 WILSON ST ALAMEDA DEL MONTE END Dirt 435 25 10875 60 Yes Fair 131,576.17$ 66,873.70$ 83,685.49$ 55,235.94$ WINDI 430 WINDING WAY END OF PAVEMENT END Dirt 655 40 26200 40 Yes Fair 316,992.71$ 161,111.81$ 201,614.69$ 133,074.17$ WOODS 18 WOODS LN GROVE RD END OF PAVEMENT Dirt 1318 50 65900 0 No Fair 797,321.35$ 405,239.24$ 507,114.80$ 334,717.08$ Private Road YUCCA 272 YUCCA ST JAN AVE EAST END Dirt 285 16 4560 40 Yes Fair 55,171.25$ 28,040.83$ 35,090.19$ 23,161.00$ YUCCA 75 YUCCA ST WEST END JAN AVE Dirt 458 24 10992 40 Yes Fair 132,991.75$ 67,593.17$ 84,585.83$ 55,830.20$ MAPLE 259 MAPLE ST ELM ST WILDOMAR TRAIL AC 685 26 17810 60 Yes Good 58,979.13$ 58,979.13$ 58,979.13$ 58,979.13$ MAPLE 379 MAPLE ST GRUWELL ST ELM ST AC 668 28 18704 60 Yes Good 61,939.68$ 61,939.68$ 61,939.68$ 61,939.68$ ALAME 146 ALAMEDA DEL MONTE LESLIE ST MCVICAR ST Dirt 1351 25 33775 0 No Good 408,642.32$ 207,692.80$ 259,905.95$ 92,396.46$ Private Road MAPLER 356 MAPLES RD WILDOMAR TRL PEGGY LN Gravel 2047 18 36846 0 No Good 445,798.22$ 78,860.68$ 78,860.68$ 78,860.68$ ALAME 390 ALAMEDA DEL MONTE MCVICAR ST CLAREMONT ST Dirt 1348 24 32352 0 No Good 391,425.50$ 198,942.33$ 248,955.66$ 34,505.11$ Private Road MARK 354 MARK WY OAK CIRCLE DR END AC/Dirt 688 20 13760 0 No Fair 166,481.67$ 84,614.44$ 105,886.19$ 69,889.33$ MCRAE 129 MCRAE LN ALBERT ST END Gravel 351 22 7722 60 Yes Good 93,428.16$ 16,527.23$ 16,527.23$ 16,527.23$ ALLIS 7 ALLISON LN CANYON DR END Dirt 332 19 6308 30 Yes Good 76,320.23$ 38,789.82$ 48,541.43$ 45,566.31$ BAXTE 396 BAXTER RD WHITE ST END OF PAVEMENT Dirt/AC 673 27 18171 32 Yes Good 219,850.17$ 111,739.03$ 139,829.79$ 109,949.93$ Private Road BAYLE 306 BAYLESS RD WILDOMAR TRL PEGGY LN Dirt/AC 1993 22 43846 0 No Good 530,490.93$ 269,622.45$ 337,404.49$ 18,431.15$ COTTONC 110 COTTONWOOD CANYON RD FIR ST ORANGE ST Dirt 245 30 7350 40 Yes Good 88,927.34$ 45,197.40$ 56,559.85$ 15,452.07$ COTTONC 369 COTTONWOOD CANYON RD KAGEL ST FIR ST Dirt 237 26 6162 40 Yes Good 74,553.78$ 37,892.02$ 47,417.93$ 42,567.17$ COTTONC 378 COTTONWOOD CANYON RD COYOTE LN PALM AVE Dirt 679 25 16975 83 Yes Good 205,379.82$ 104,384.46$ 130,626.31$ 18,506.38$ COTTONC 409 COTTONWOOD CANYON RD LEICESTER ST RAYMOND ST Dirt 246 30 7380 74 Yes Good 89,290.31$ 45,381.88$ 56,790.70$ 22,478.48$ COTTONC 411 COTTONWOOD CANYON RD BUNDY CANYON RD LEICESTER ST Dirt 249 36 8964 74 Yes Good 108,455.06$ 55,122.38$ 68,979.93$ 8,598.69$ COTTONC 54 COTTONWOOD CANYON RD RAYMOND ST SUNSET AVE Dirt 127 27 3429 74 Yes Good 41,487.33$ 21,085.97$ 26,386.90$ 16,550.42$ COTTONC 89 COTTONWOOD CANYON RD EDWARDS RD KAGEL ST Dirt 275 24 6600 41 Yes Good 79,853.13$ 40,585.42$ 50,788.43$ 41,501.42$ ESTES 56 ESTES PARK CT PRIELIPP RD CDS Dirt 662 25 16550 60 Yes Good 200,237.76$ 101,771.01$ 127,355.84$ 32,047.63$ MOBIL 31 MOBILE WAY BRYANT ST CDS Gravel 426 30 12780 50 Yes Good 154,624.69$ 27,352.75$ 27,352.75$ 27,352.75$ FOXR 69 FOX RIDGE LN CATT RD END Dirt 288 25 7200 27 Yes Good 87,112.50$ 44,275.00$ 55,405.56$ 9,654.41$ Under Construction GREEN 212 GREENWOOD DR BUNDY CANYON RD BEVERLY ST Dirt 70 55 3850 90 Yes Good 46,580.99$ 23,674.83$ 29,626.59$ 54,982.49$ 1-Costs include 18% for concrete/drainage, 7% for design construction management, and 15% contingency. 2-Costs exclude parcel acquisition/right-of-way; they include material, construction, and design only. 3/5 2/2/2026 640
NCE City of Wildomar’s Dirt Road Network Sorted by Dirt Road Name StreetID SectionID StreetName From To Material Length, FT Width, FT Area, ST ROW width, FT CityROW Condition 138A- AC1,2 138B- Gravel1,2 138C- Chip1,2 138D- Dirt1,2 Accessibility-Related Comments HAVEN 53 HAVEN WAY GRAND AVE END Dirt 577 38 21926 30 Mixed Good 265,281.76$ 134,829.67$ 168,725.33$ 38,682.84$ HEMPL 130 HEMPLE ST MALAGA RD END Dirt 857 18 15426 40 Yes Good 186,638.53$ 94,859.19$ 118,706.42$ 26,646.17$ HIDDE 284 HIDDEN SPRINGS RD STABLE LANES RD WYMAN RD Dirt 462 23 10626 0 No Good 128,563.53$ 65,342.52$ 81,769.38$ 33,201.14$ HIGHL 420 HIGHLAND ST LESLIE ST CDS Dirt 331 40 13240 60 Yes Good 160,190.21$ 81,416.81$ 101,884.67$ 34,176.61$ Private Road KELLE 413 KELLER RD BARKER LN ARCADIA Dirt 649 21 13629 28 Yes Good 164,896.70$ 83,808.89$ 104,878.11$ 10,945.84$ NELMA 77 NELMAR CIR PALOMAR ST END N/A 291 15 4365 0 No Fair 52,811.95$ 26,841.72$ 33,589.62$ 22,170.56$ Private Road NUTME 335 NUTMEG ST VIA SARAH END N/A 1263 17 21471 90 Yes Poor 259,776.73$ 132,031.74$ 165,224.00$ 132,031.74$ Paper Road (Road Does Not Exist) LESL 111 LESLIE ST HIGHLAND ST END Dirt 703 24 16872 0 No Good 204,133.63$ 103,751.08$ 129,833.70$ 7,522.92$ Private Road OAKCR 32 OAK CIRCLE CIR OAK CIRCLE DR END AC 300 10 3000 0 No Fair 12,418.40$ 12,418.40$ 12,418.40$ 12,418.40$ OAKD 74 OAK CIRCLE DR MARK WY 2700' FROM MARK WY AC/Dirt 2764 20 55280 60 Yes Fair 668,830.42$ 339,933.61$ 425,391.60$ 280,776.33$ LESLI 175 LESLIE ST ALAMEDA DEL MONTE HIGHLAND ST Dirt 396 32 12672 0 No Good 153,318.00$ 77,924.00$ 97,513.79$ 54,526.10$ Private Road LOQUA 64 LOQUAT ST OLIVE ST END Dirt 906 24 21744 40 Yes Good 263,079.75$ 133,710.50$ 167,324.80$ 49,350.33$ Private Road OAKD 183 OAK CIRCLE DR BUNDY CANYON RD 600' SOUTH OF BUNDY AC/Dirt 615 32 19680 60 Yes Good 238,107.50$ 121,018.33$ 151,441.87$ 49,350.33$ OLDH 341 OLD HILL RD SAUER RD END AC 637 15 9555 30 Yes Good 31,642.09$ 31,642.09$ 31,642.09$ 31,642.09$ LOREN 248 LORENA LN MISSION TRL BRYANT ST Dirt 499 22 10978 48 Yes Good 132,822.36$ 67,507.08$ 84,478.09$ 15,060.88$ MAGNO 362 MAGNOLIA ST WEST END JAN AVE Dirt 286 21 6006 40 Yes Good 72,666.34$ 36,932.73$ 46,217.47$ 9,604.26$ OLIVE 344 OLIVE ST ALMOND ST END Gravel/Dirt 383 10 3830 0 No Fair 46,339.01$ 23,551.84$ 29,472.68$ 19,453.21$ Private Road OLIVE 401 OLIVE ST LOQUAT ST ALMOND ST AC/PCC 350 30 10500 40 Yes Good 34,771.53$ 34,771.53$ 34,771.53$ 34,771.53$ MCVIC 29 MCVICAR ST ALAMEDA DEL MONTE HIGHLAND ST Dirt 388 30 11640 0 No Good 140,831.88$ 71,577.92$ 89,572.33$ 59,130.13$ Private Road MCVIC 45 MCVICAR ST GRAND AVE ALAMEDA DEL MONTE Dirt 786 30 23580 0 No Good 285,293.44$ 145,000.63$ 181,453.22$ 51,180.91$ Private Road MITCH 231 MITCHELL RD LORING RD END Dirt 785 26 20410 0 No Good 246,939.74$ 125,507.33$ 157,059.38$ 44,931.87$ Private Road MOJON 216 MOJONNIER WY WAITE ST END Dirt 527 34 17918 30 Mixed Good 216,789.14$ 110,183.26$ 137,882.90$ 84,708.04$ NAVAJ 394 NAVAJO SPRINGS RD LOST RD CROOKED ARROW DR Dirt 1126 30 33780 60 Yes Good 408,702.81$ 207,723.54$ 259,944.43$ 19,221.05$ ORANG 234 ORANGE ST ELIZABETH AVE COTTONWOOD CANYON RD Dirt 511 15 7665 20 Yes Good 92,738.52$ 47,134.43$ 58,983.84$ 29,971.30$ Private Road RANCH 85 RANCHO MIRLO RD JEROME LN HUCKABY LN Dirt 332 36 11952 0 No Good 144,606.75$ 73,496.50$ 91,973.23$ 23,185.63$ SHERI 68 SHERI LN ALMOND ST 400' NORTH OF ALMOND Dirt 402 23 9246 0 No Good 111,866.97$ 56,856.48$ 71,149.98$ 59,681.81$ STABL 257 STABLE LANES RD CLINTON KEITH RD END ROW Dirt 952 25 23800 0 No Good 287,955.21$ 146,353.47$ 183,146.16$ -$ OSAA 170 OSA AVE CLINTON KEITH RD EAST END N/A 1567 0 0 19 Yes Poor -$ -$ -$ -$ Paper Road (Road Does Not Exist) OWEN 157 OWEN LN GRAND AVE END AC 566 28 15848 40 Yes Good 52,481.83$ 52,481.83$ 52,481.83$ 52,481.83$ PALM 313 PALM DR BETHEL ST CARL RD AC 231 15 3465 38 Yes Good 11,474.60$ 11,474.60$ 11,474.60$ 11,474.60$ Rough Conditions STONE 377 STONEYBROOK LN ALAMEDA DEL MONTE END Dirt 390 20 7800 0 No Good 94,371.88$ 47,964.58$ 60,022.69$ 126,259.62$ SUNSE 30 SUNSET AVE DEEP WELL RD 2000' SOUTH OF DEEP WELL Dirt/AC 2014 25 50350 36 Yes Good 609,182.55$ 309,617.53$ 387,454.18$ 104,636.25$ SUSAN 72 SUSAN DR WILDOMAR TRL PEGGY LN Dirt 1987 21 41727 0 No Good 504,853.23$ 256,592.07$ 321,098.32$ 131,442.91$ UNION 15 UNION ST BRYANT ST SHEILA LN Dirt 1219 43 52417 60 Yes Good 634,191.10$ 322,328.15$ 403,360.19$ 86,889.69$ WESLE 366 WESLEY ST GRAND AVE ALAMEDA DEL MONTE Dirt 770 45 34650 65 Yes Good 419,228.91$ 213,073.44$ 266,639.27$ 22,388.20$ AVENIDB 192 AVENIDA DEL BARRANCA LORING RD END Dirt 744 12 8928 0 No Poor 108,019.50$ 54,901.00$ 68,702.90$ 54,901.00$ Private Road AVENIT 233 AVENIDA TERRAZO JANA LN ARTEMIS CIR Dirt 368 40 14720 0 No Poor 178,096.67$ 90,517.78$ 113,273.59$ 90,517.78$ BEVER 152 BEVERLY ST UPTON ST WEST AVE Dirt 243 20 4860 30 Yes Poor 58,800.94$ 29,885.63$ 37,398.75$ 29,885.63$ CARL 292 CARL ST EDWARDS RD END Dirt 412 17 7004 40 Yes Poor 84,741.10$ 43,069.74$ 53,897.30$ 43,069.74$ PEGGY 291 PEGGY LN BAYLESS RD END Gravel 638 20 12760 30 Yes Fair 154,382.71$ 40,964.92$ 40,964.92$ 40,964.92$ PEGGY 320 PEGGY LN MAPLES RD BAYLESS RD Gravel 662 20 13240 0 No Fair 160,190.21$ 42,505.92$ 42,505.92$ 42,505.92$ PEGGY 116 PEGGY LN SUSAN DR MAPLES RD Gravel 1317 20 26340 0 No Good 318,686.56$ 56,374.92$ 56,374.92$ 56,374.92$ PENRO 162 PENROSE ST PECAN ST GRAND AVE AC 399 20 7980 0 No Good 26,426.36$ 26,426.36$ 26,426.36$ 26,426.36$ PENRO 265 PENROSE ST COMO ST PALOMAR ST AC 1322 30 39660 0 No Good 131,337.03$ 131,337.03$ 131,337.03$ 131,337.03$ CARL 286 CARL ST PALM DR CLUB RD Dirt 665 15 9975 40 Yes Poor 120,687.11$ 61,339.32$ 76,759.79$ 61,339.32$ Private Road PENRO 338 PENROSE ST DARBY ST END Gravel 237 20 4740 0 No Good 57,349.06$ 10,144.92$ 10,144.92$ 10,144.92$ PERRY 215 PERRY PALMS WY WALNUT WY CDS Gravel 482 32 15424 0 No Good 186,614.33$ 33,011.64$ 33,011.64$ 33,011.64$ CEDAR 364 CEDAR AVE OLIVE ST MAGNOLIA RD Dirt 331 17 5627 40 Yes Poor 68,080.84$ 34,602.14$ 43,300.99$ 34,602.14$ CLUB 158 CLUB RD CARL RD WHEELER ST Dirt 483 18 8694 40 Yes Poor 105,188.34$ 53,462.06$ 66,902.22$ 53,462.06$ CLUB 165 CLUB RD FIR ST ORANGE ST Dirt 247 16 3952 50 Yes Poor 47,815.08$ 24,302.06$ 30,411.50$ 24,302.06$ CLUB 223 CLUB RD ENNIS ST END Dirt 237 10 2370 40 Yes Poor 28,674.53$ 14,573.85$ 18,237.66$ 14,573.85$ Private Road COTTONC 168 COTTONWOOD CANYON RD YUCCA ST MANZANITA RD Dirt 568 18 10224 0 No Poor 123,699.75$ 62,870.50$ 78,675.90$ 62,870.50$ Rough Conditions COYOT 260 COYOTE PASS DR WYMAN RD END Dirt 1343 11 14773 0 No Poor 178,737.91$ 90,843.69$ 113,681.44$ 90,843.69$ Private Road CRAB 319 CRAB HOLLOW CR 3600' NORTH OF CROOKED ARROW CLOUD BURST RD Dirt 2240 20 44800 60 Yes Poor 542,033.33$ 275,488.89$ 344,745.72$ 275,488.89$ CRAB 166 CRAB HOLLOW CR CLOUD BURST RD 1100' SOUTH OF CLOUD BURST Dirt 916 12 10992 60 Yes Poor 132,991.75$ 67,593.17$ 84,585.83$ 67,593.17$ CROOK 370 CROOKED ARROW DR CRAB HOLLOW CR GREEN HARVEST CT Dirt 2025 15 30375 60 Yes Poor 367,505.86$ 186,785.16$ 233,742.22$ 186,785.16$ CROOK 211 CROOKED ARROW DR CRAB HOLLOW CR NAVAJO SPRINGS RD Dirt/AC 7034 18 126612 60 Yes Poor 1,531,873.31$ 778,575.88$ 974,306.82$ 778,575.88$ EDWAR 114 EDWARDS AVE MUBERRY ST WHEELER ST Dirt 239 13 3107 40 Yes Poor 37,591.46$ 19,105.89$ 23,909.04$ 19,105.89$ RAYMO 76 RAYMOND ST CLUB RD ELIZABETH AVE Gravel/Dirt 305 24 7320 40 Yes Fair 88,564.38$ 45,012.92$ 56,328.99$ 37,179.50$ EDWAR 164 EDWARDS AVE CARL ST MULBERRY ST Dirt 239 14 3346 40 Yes Poor 40,483.11$ 20,575.58$ 25,748.20$ 20,575.58$ W1931 433 RAYNOR LN 700' E/O ORANGE ST END AC 300 30 9000 0 No Fair 37,255.21$ 37,255.21$ 37,255.21$ 37,255.21$ RAYNO 189 RAYNOR LN ORANGE ST CDS AC/Dirt 348 28 9744 60 Yes Good 117,892.25$ 59,918.83$ 74,982.19$ 24,434.43$ REFA 424 REFA ST CHARLES ST PAVEMENT END AC 690 15 10350 32 Yes Good 34,274.79$ 34,274.79$ 34,274.79$ 34,274.79$ Private Road EDWAR 187 EDWARDS AVE WHEELER ST COTTONWOOD CANYON RD Dirt 447 25 11175 40 Yes Poor 135,205.86$ 68,718.49$ 85,994.05$ 68,718.49$ ELIZA 201 ELIZABETH AVE KAGEL ST FIR ST Dirt 232 14 3248 40 Yes Poor 39,297.42$ 19,972.94$ 24,994.06$ 19,972.94$ RICKS 363 RICKS DR PALOMAR ST END Gravel 558 40 22320 0 No Good 270,048.75$ 47,771.00$ 47,771.00$ 47,771.00$ ROBIN 305 ROBIN SCOTT ST PALOMAR ST CDS Gravel 957 15 14355 60 Yes Good 173,680.55$ 30,723.69$ 30,723.69$ 30,723.69$ ELIZA 177 ELIZABETH AVE ENNIS ST KAHEL ST Dirt 484 14 6776 40 Yes Poor 81,982.54$ 41,667.69$ 52,142.79$ 41,667.69$ Rough Conditions ROYAL 242 ROYAL ADELAIDE DR GRAND AVE END ROW (S/O GRAND) AC 45 25 1125 88 Yes Good 3,725.52$ 3,725.52$ 3,725.52$ 3,725.52$ RUDOL 71 RUDOLPH LN GRAND AVE CDS AC 273 32 8736 0 No Good 28,929.91$ 28,929.91$ 28,929.91$ 28,929.91$ ELIZA 55 ELIZABETH AVE WHEELER ST ENNIS ST Dirt 242 12 2904 40 Yes Poor 35,135.38$ 17,857.58$ 22,346.91$ 17,857.58$ Rough Conditions ENDER 104 ENDERLEIN ST ENDERLEIN ST ALAMEDA DEL MONTE Dirt 1042 15 15630 38 Yes Poor 189,106.72$ 96,113.65$ 120,276.24$ 96,113.65$ ENDER 155 ENDERLEIN ST STAGE RD WILDOMAR TRUCK TRAIL Dirt 1500 20 30000 0 No Poor 362,968.75$ 184,479.17$ 230,856.51$ 184,479.17$ Private Road SDCOBL 61 SEDCO BLVD LAKEVIEW TER GATE AC 580 19 11020 60 Yes Good 36,493.55$ 36,493.55$ 36,493.55$ 36,493.55$ Private Road SEDCO 154 SEDCO HEIGHTS DR SEDCO VIEW DR ELSINORE HEIGHTS AC 2163 20 43260 60 Yes Good 143,258.69$ 143,258.69$ 143,258.69$ 143,258.69$ SEDCO 188 SEDCO HEIGHTS DR GRAPE SEED ST SEDCO VIEW DR AC 954 24 22896 60 Yes Good 75,821.80$ 75,821.80$ 75,821.80$ 75,821.80$ ENDER 301 ENDERLEIN ST STAGE RD ENDERLEIN ST Dirt 4540 20 90800 0 No Poor 1,098,585.42$ 558,356.94$ 698,725.70$ 558,356.94$ Private Road ENNIS 17 ENNIS ST CLUB RD ELIZABETH AVE Dirt 655 10 6550 40 Yes Poor 79,248.18$ 40,277.95$ 50,403.67$ 40,277.95$ Rough Conditions SEXTO 283 SEXTON ST UNION ST CDS AC/Dirt 498 25 12450 52 Yes Good 150,632.03$ 76,558.85$ 95,805.45$ 31,220.10$ SHAY 282 SHAY LN PALOMAR ST CDS Gravel 377 34 12818 60 Yes Good 155,084.45$ 27,434.08$ 27,434.08$ 27,434.08$ SHEET 57 SHEETS LN CORYDON RD CDS Gravel 279 30 8370 0 No Fair 101,268.28$ 26,871.19$ 26,871.19$ 26,871.19$ FIRS 66 FIR ST COTTONWOOD CANYON RD SUNSET AVE Dirt 671 34 22814 40 Yes Poor 276,025.64$ 140,290.26$ 175,558.68$ 140,290.26$ GREENH 311 GREEN HARVEST CT CRAB HOLLOW CR END Dirt 766 16 12256 60 Yes Poor 148,284.83$ 75,365.89$ 94,312.58$ 75,365.89$ Private Road HIXON 58 HIXON ST ALAMEDA DEL MONTE END Dirt 702 30 21060 60 Yes Poor 254,804.06$ 129,504.38$ 162,061.27$ 129,504.38$ JANAV 20 JAN AVE OLIVE ST MAGNOLIA RD Dirt 332 21 6972 40 Yes Poor 84,353.94$ 42,872.96$ 53,651.05$ 42,872.96$ JANAV 27 JAN AVE MAGNOLIA RD LOCUST ST Dirt 326 22 7172 40 Yes Poor 86,773.73$ 44,102.82$ 55,190.10$ 44,102.82$ JANAV 5 JAN AVE LOCUST ST YUCCA ST Dirt 333 16 5328 40 Yes Poor 64,463.25$ 32,763.50$ 41,000.12$ 32,763.50$ JANAV 65 JAN AVE COTTONWOOD CANYON RD ACACIA ST Dirt 333 25 8325 40 Yes Poor 100,723.83$ 51,192.97$ 64,062.68$ 51,192.97$ Private Road 1-Costs include 18% for concrete/drainage, 7% for design construction management, and 15% contingency. 2-Costs exclude parcel acquisition/right-of-way; they include material, construction, and design only. 4/5 2/2/2026 641
NCE City of Wildomar’s Dirt Road Network Sorted by Dirt Road Name StreetID SectionID StreetName From To Material Length, FT Width, FT Area, ST ROW width, FT CityROW Condition 138A- AC1,2 138B- Gravel1,2 138C- Chip1,2 138D- Dirt1,2 Accessibility-Related Comments JEFFE 385 JEFFERSON AVE WYMAN RD EAST END (MURIETTA) Dirt 1450 10 14500 60 Yes Poor 175,434.90$ 89,164.93$ 111,580.65$ 89,164.93$ Private Road JERMA 42 JERMAR LN LA ESTRELLA RD END Dirt 627 13 8151 0 No Poor 98,618.61$ 50,122.99$ 62,723.71$ 50,122.99$ Private Road KAGEL 191 KAGEL ST ELIZABETH AVE COTTONWOOD CANYON RD Dirt 653 20 13060 40 Yes Poor 158,012.40$ 80,309.93$ 100,499.53$ 80,309.93$ SPRUC 318 SPRUCE AVE MAGNOLIA ST COTTONWOOD CANYON RD N/A 325 13 4225 40 Yes Poor 51,118.10$ 25,980.82$ 32,512.29$ 25,980.82$ Paper Road (road dose not exist) KAGEL 236 KAGEL ST COTTONWOOD CANYON RD SUNSET AVE Dirt 670 26 17420 40 Yes Poor 210,763.85$ 107,120.90$ 134,050.68$ 107,120.90$ KELLE 414 KELLER RD ARCADIA END Dirt 454 13 5902 0 No Poor 71,408.05$ 36,293.20$ 45,417.17$ 36,293.20$ KELLE 119 KELLER RD SUNSET AVE BARKER LN Dirt 672 18 12096 29 Yes Poor 146,349.00$ 74,382.00$ 93,081.35$ 74,382.00$ Rough Conditions STANL 206 STANLEY LN CLAREMONT ST END AC 643 16 10288 0 No Good 34,069.47$ 34,069.47$ 34,069.47$ 34,069.47$ Private Road KELLE 19 KELLER RD LAKESIDE DR WRIGHT RD Dirt 217 21 4557 0 No Poor 55,134.95$ 28,022.39$ 35,067.10$ 28,022.39$ Rough Conditions KEVIN 426 KEVIN RD END OF PAVEMENT END Dirt 598 51 30498 64 Yes Poor 368,994.03$ 187,541.52$ 234,688.73$ 187,541.52$ Obstruction on Road LINNY 218 LINNY CT LOST RD END Dirt 1094 12 13128 0 No Poor 158,835.13$ 80,728.08$ 101,022.81$ 80,728.08$ Private Road LOCUS 37 LOCUST ST SPRUCE AVE END Dirt 541 15 8115 40 Yes Poor 98,183.05$ 49,901.61$ 62,446.69$ 49,901.61$ LOCUS 373 LOCUST ST CEDAR AVE SPRUCE AVE Dirt 655 20 13100 40 Yes Poor 158,496.35$ 80,555.90$ 100,807.34$ 80,555.90$ LOCUS 6 LOCUST ST WEST END JAN AVE Dirt 390 11 4290 40 Yes Poor 51,904.53$ 26,380.52$ 33,012.48$ 26,380.52$ MAGNO 121 MAGNOLIA ST COTTONWOOD CANYON RD EAST END Dirt 161 17 2737 40 Yes Poor 33,114.85$ 16,830.65$ 21,061.81$ 16,830.65$ SUNSE 230 SUNSET AVE 2000' SOUTH OF DEEP WELL EDMISTON RD AC/Dirt 1682 24 40368 64 Yes Good 488,410.75$ 248,235.17$ 310,640.52$ 101,228.37$ MAGNO 14 MAGNOLIA ST JAN AVE CEDAR AVE Dirt 655 20 13100 40 Yes Poor 158,496.35$ 80,555.90$ 100,807.34$ 80,555.90$ MANZA 9 MANZANITA RD CEDAR RD SPRUCE AVE Dirt 746 14 10444 40 Yes Poor 126,361.52$ 64,223.35$ 80,368.85$ 64,223.35$ MARIP 336 MARIPOSA RD LAKEVIEW TER MESA DR Dirt 269 16 4304 40 Mixed Poor 52,073.92$ 26,466.61$ 33,120.21$ 26,466.61$ Private Road MESA 400 MESA DR 490' NORTH OF ELBERTA MARIPOSA RD Dirt 372 26 9672 40 Yes Poor 117,021.13$ 59,476.08$ 74,428.14$ 59,476.08$ Private Road SUNSE 410 SUNSET AVE COTTONWOOD CANYON RD WALDON RD Gravel 704 30 21120 74 Yes Good 255,530.00$ 45,202.67$ 45,202.67$ 45,202.67$ SUNSE 332 SUNSET AVE EDMISTON RD KELLER RD Gravel 653 22 14366 61 Yes Poor 173,813.64$ 88,340.92$ 88,340.92$ 88,340.92$ Obstruction on Road SUSAN 268 SUSAN DR WILDOMAR TRL END AC/Dirt 820 16 13120 0 No Fair 158,738.33$ 80,678.89$ 100,961.25$ 66,638.67$ NAVAJ 118 NAVAJO SPRINGS RD CROOKED ARROW DR CITY LIMIT Dirt 731 10 7310 60 Yes Poor 88,443.39$ 44,951.42$ 56,252.04$ 44,951.42$ Rough Conditions OLIVE 52 OLIVE ST JAN AVE CEDAR AVE Dirt 655 17 11135 40 Yes Poor 134,721.90$ 68,472.52$ 85,686.24$ 68,472.52$ SUSAN 249 SUSAN DR END OF PAVEMENT END N/A 335 0 0 0 No Poor -$ -$ -$ -$ Paper Road (Road Does Not Exist) OLIVE 193 OLIVE ST CEDAR AVE SPRUCE AVE Dirt 656 17 11152 40 Yes Poor 134,927.58$ 68,577.06$ 85,817.06$ 68,577.06$ Private Road ORANG 219 ORANGE ST PALM DR 330' E/O Dirt 334 12 4008 30 Yes Poor 48,492.63$ 24,646.42$ 30,842.43$ 24,646.42$ TIMOT 224 TIMOTHY RD PALOMAR ST CDS Gravel 458 36 16488 0 No Good 199,487.63$ 35,288.90$ 35,288.90$ 35,288.90$ ORANG 346 ORANGE ST COTTONWOOD CANYON RD SUNSET AVE Dirt 662 22 14564 47 Yes Poor 176,209.23$ 89,558.49$ 112,073.14$ 89,558.49$ ORANG 97 ORANGE ST CLUB RD 485' E/O Dirt 485 14 6790 20 Yes Poor 82,151.93$ 41,753.78$ 52,250.52$ 41,753.78$ TULIP 322 TULIP LN BUNDY CANYON RD END AC/Dirt 397 22 8734 0 No Fair 105,672.30$ 53,708.03$ 67,210.03$ 44,361.44$ PALM 163 PALM DR FIR ST ORANGE ST Dirt 223 18 4014 47 Yes Poor 48,565.22$ 24,683.31$ 30,888.60$ 24,683.31$ TURTL 404 TURTLE CREEK RD CRAB HOLLOW CR END N/A 257 0 0 60 Yes Poor -$ -$ -$ -$ Paper Road (Road Does Not Exist) UNION 127 UNION ST END BRYANT ST AC 1019 22 22418 60 Yes Good 74,238.87$ 74,238.87$ 74,238.87$ 74,238.87$ PALM 13 PALM DR WHEELER ST ENNIS ST Dirt 244 12 2928 38 Yes Poor 35,425.75$ 18,005.17$ 22,531.60$ 18,005.17$ Rough Conditions PALM 374 PALM DR ENNIS ST WALKER ST Dirt 239 13 3107 38 Yes Poor 37,591.46$ 19,105.89$ 23,909.04$ 19,105.89$ Rough Conditions PARAD 225 PARADISE LN WAITE ST END Dirt 476 32 15232 0 No Poor 184,291.33$ 93,666.22$ 117,213.55$ 93,666.22$ RACTI 120 RACTI RD BUNDY CANYON RD STORY RD Dirt 2011 15 30165 0 No Poor 364,965.08$ 185,493.80$ 232,126.22$ 185,493.80$ Private Road RAYMO 213 RAYMOND ST PALM DR CLUB RD Dirt 664 18 11952 40 Yes Poor 144,606.75$ 73,496.50$ 91,973.23$ 73,496.50$ Private Road REFA 150 REFA ST PALOMAR ST PAVEMENT END Dirt 934 10 9340 32 Yes Poor 113,004.27$ 57,434.51$ 71,873.33$ 57,434.51$ SAUER 261 SAUER RD OLD HILL RD 362' NORTH OF OLD HILL Dirt 363 24 8712 0 No Poor 105,406.13$ 53,572.75$ 67,040.73$ 53,572.75$ SAUER 62 SAUER RD 362' NORTH OF OLD HILL FREDERICK ST Dirt 3544 20 70880 60 Yes Poor 857,574.17$ 435,862.78$ 545,436.98$ 435,862.78$ VIAC 235 VIA CARNAGHI MONTE VISTA DR PARKING LOT Gravel 776 38 29488 60 Yes Good 356,774.08$ 63,112.51$ 63,112.51$ 63,112.51$ SEDCOV 253 SEDCO VIEW DR SEDCO HEIGHTS DR END Dirt 1215 11 13365 60 Yes Poor 161,702.58$ 82,185.47$ 102,846.58$ 82,185.47$ Private Road SPRUC 136 SPRUCE AVE LOCUST ST YUCCA ST Dirt 334 15 5010 40 Yes Poor 60,615.78$ 30,808.02$ 38,553.04$ 30,808.02$ VICTORC 386 VICTORY CIR GRAND AVE END Gravel 306 25 7650 0 No Good 92,557.03$ 16,373.13$ 16,373.13$ 16,373.13$ SPRUC 151 SPRUCE AVE OLIVE ST MAGNOLIA RD Dirt 330 18 5940 40 Yes Poor 71,867.81$ 36,526.88$ 45,709.59$ 36,526.88$ SPRUC 198 SPRUCE AVE MANZANITA RD NORTH END Dirt 295 26 7670 40 Yes Poor 92,799.01$ 47,165.17$ 59,022.31$ 47,165.17$ VISTA 393 VISTA DEL AGUA STORY RD GAFFORD RD AC/Dirt 996 22 21912 60 Yes Poor 265,112.38$ 134,743.58$ 168,617.60$ 47,165.17$ Private Road SPRUC 200 SPRUCE AVE COTTONWOOD ST OLIVE ST Dirt 329 20 6580 40 Yes Poor 79,611.15$ 40,462.43$ 50,634.53$ 40,462.43$ SPRUC 289 SPRUCE AVE YUCCA ST MANZANITA RD Dirt 329 18 5922 40 Yes Poor 71,650.03$ 36,416.19$ 45,571.08$ 36,416.19$ WATKI 294 WATKINS CIR PALOMAR ST WATKINS CIR AC 366 20 7320 60 Yes Good 24,240.72$ 24,240.72$ 24,240.72$ 24,240.72$ Private Road WATKI 184 WATKINS CIR WATKINS CIR CDS AC 559 12 6708 69 Yes Good 22,214.04$ 22,214.04$ 22,214.04$ 22,214.04$ Private Road WATKI 24 WATKINS CIR WATKINS CIR END N/A 516 0 0 60 Yes Poor -$ -$ -$ -$ Paper Road (Road Does Not Exist) STAGE 383 STAGE RD ENDERLEIN ST STAGE RD Dirt 961 18 17298 0 No Poor 209,287.78$ 106,370.69$ 133,111.86$ 106,370.69$ Private Road WESLE 431 WESLEY ST COMO ST END OF PAVEMENT AC 247 23 5681 30 Yes Good 18,813.05$ 18,813.05$ 18,813.05$ 18,813.05$ Private Road STORY 41 STORY RD VISTA DEL AGUA RACTI RD Dirt 2319 11 25509 0 No Poor 308,632.33$ 156,862.64$ 196,297.29$ 156,862.64$ Private Road SUNSE 406 SUNSET AVE KAGEL ST FIR ST Dirt 234 12 2808 30 Yes Poor 33,973.88$ 17,267.25$ 21,608.17$ 17,267.25$ WESLE 4 WESLEY ST ALAMEDA DEL MONTE WILFRED WAY Gravel 415 18 7470 64 Yes Good 90,379.22$ 15,987.88$ 15,987.88$ 15,987.88$ SUNSE 345 SUNSET AVE KELLER RD 2300' SOUTH OF KELLER RD Dirt 2298 12 27576 0 No Poor 333,640.88$ 169,573.25$ 212,203.30$ 169,573.25$ Rough Conditions WESTE 12 WESTERN WY WILDOMAR TRL END Gravel 886 40 35440 60 Yes Good 428,787.08$ 75,851.44$ 75,851.44$ 75,851.44$ SUNSE 367 SUNSET AVE 2300' SOUTH OF KELLER RD END Dirt 3499 8 27992 0 No Poor 338,674.04$ 172,131.36$ 215,404.51$ 172,131.36$ Rough Conditions SUSAN 355 SUSAN DR PEGGY LN LA ESTRELLA RD Dirt 677 20 13540 0 No Poor 163,819.90$ 83,261.60$ 104,193.24$ 83,261.60$ TRIG 275 TRIG RD LA ESTRELLA RD END Dirt 935 20 18700 0 No Poor 226,250.52$ 114,992.01$ 143,900.56$ 114,992.01$ Private Road TURTL 174 TURTLE CREEK RD CRAB HOLLOW CR END Dirt 899 16 14384 0 No Poor 174,031.42$ 88,451.61$ 110,688.00$ 88,451.61$ Private Road UPTON 339 UPTON ST BETHEL RD END Dirt 693 15 10395 40 Yes Poor 125,768.67$ 63,922.03$ 79,991.78$ 63,922.03$ Rough Conditions VICTORL 245 VICTORIA LN WILDOMAR RD END Dirt 584 25 14600 50 Mixed Poor 176,644.79$ 89,779.86$ 112,350.17$ 89,779.86$ WHEEL 324 WHEELER ST ELIZABETH AVE EDWARDS RD Dirt 648 12 7776 40 Yes Poor 94,081.50$ 47,817.00$ 59,838.01$ 47,817.00$ WINDS 214 WINDSONG RD PALOMAR ST CDS Gravel 907 26 23582 0 No Good 285,317.64$ 50,472.03$ 50,472.03$ 50,472.03$ WHEEL 96 WHEELER ST CLUB RD ELIZABETH AVE Dirt 653 22 14366 40 Yes Poor 173,813.64$ 88,340.92$ 110,549.49$ 88,340.92$ WHEEL 308 WHEELER ST PALM DR CLUB RD Dirt 632 16 10112 40 Yes Poor 122,344.67$ 62,181.78$ 77,814.03$ 62,181.78$ Rough Conditions WILDO 403 WILDOMAR TRUCK TRL WILDOMAR TRUCK TRL WILDOMAR TRUCK TRL Dirt 1908 10 19080 0 No Poor 230,848.13$ 117,328.75$ 146,824.74$ 117,328.75$ Private Road WRIGH 415 WRIGHT RD 330' SOUTH OF KELLER SHAUNA CHARMAIN LN Dirt 428 13 5564 27 Yes Poor 67,318.60$ 34,214.74$ 42,816.19$ 34,214.74$ Rough Conditions WRIGH 416 WRIGHT RD SHAUNA CHARMAIN LN 383' SOUTH OF SHAUNA CHARMAIN LN Dirt 384 12 4608 29 Yes Poor 55,752.00$ 28,336.00$ 35,459.56$ 28,336.00$ Rough Conditions WRIGH 405 WRIGHT RD KELLER RD 330' SOUTH OF KELLER Dirt 316 10 3160 0 No Poor 38,232.71$ 19,431.81$ 24,316.89$ 19,431.81$ Rough Conditions WYMAN 252 WYMAN RD END ROW (DAYTON AVE) JEFFERSON AVE Dirt 655 10 6550 31 Yes Poor 79,248.18$ 40,277.95$ 50,403.67$ 40,277.95$ Private Road WYMAN 8 WYMAN RD HIDDEN SPRINGS RD DAYTON AVE Dirt 2962 11 32582 0 No Poor 394,208.26$ 200,356.67$ 250,725.56$ 200,356.67$ Private Road YUCCA 106 YUCCA ST WEST END SPRUCE AVE Dirt 281 19 5339 40 Yes Poor 64,596.34$ 32,831.14$ 41,084.76$ 32,831.14$ YUCCA 228 YUCCA ST SPRUCE AVE EAST END Dirt 542 23 12466 40 Yes Poor 150,825.61$ 76,657.24$ 95,928.58$ 76,657.24$ 1-Costs include 18% for concrete/drainage, 7% for design construction management, and 15% contingency. 2-Costs exclude parcel acquisition/right-of-way; they include material, construction, and design only. 5/5 2/2/2026 642
Appendix C
Maps
643
Document Path: C:\Users\MSamara\Documents\ArcGIS\Projects\Wildamar_Dirt_Road_01052026\Wildamar_Dirt_Road_01052026.aprx

REVISED APPROVEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
--1/25/2026MS1507.01.30Bing Aerial Basemap
1 Dirt Roads: Locations and Surface Material Types
City of Wildomar, CA
0 2,800 5,600
ft.
¯
Legend
Material
AC
Gravel
Dirt
N/A

CLINTON

KEITH RD
CLINTO
N

KEITH R
D
ORA
NGE
ST
CL
IN
TON
KE
ITHRD

PALOMAR
ST

CHARLES
ST

BU NDYCANYON RD

WILDOMAR TRAIL

LEMON ST

GRAPE ST
MO

NTEVISTA
DR

GRUWELL ST
MI
SS
ION
TRL

GRAND AVE
HIDD
EN
SPR

INGS RD

OLIVE ST

WILDOMAR TRA IL

CATT RD
PALOM
AR ST

WHITEST

LA EST REL LA ST

PRIELIPP
RD

MC VICAR ST

LOST RD

WAITE ST

INLANDVALLEY DR

YAMAS DR

ALMOND ST
ELIZA
BETH
LN

BRYANT ST

WESLEY ST

CLINTON KEITH RD

CORYDON ST

WALNUT ST
BUNDY

CANYON RD

CL INTO N

KE ITH RD

GRAND AVE

BUNDY CANYON RD

CITY OF WILDOMAR

NOTICE OF EXEMPTION

TO BE SENT TO: LEAD AGENCY CONTACT:


County of Riverside County Clerk
2724 Gateway Dr.

Riverside, CA 92507

City of Wildomar
23873 Clinton Keith Road, Suite 201
Wildomar, CA 92595
951-677-7751, Ext. 213
Contact Person: Robert Flores, Comm. Dev. Director 
Office of Planning and Research
P.O. Box 3044
Sacramento, CA 95812-3044

PROJECT CASE NO: CIP 050-1, Pavement Management Program Report PROJECT APPLICANT/SPONSOR: Jason Farag, Public Works Director PROJECT LOCATION: Public Streets Citywide
APN(s): Public Right of Way
PROJECT DESCRIPTION: a plan to manage the preservation, rehabilitation, and maintenance of paved roads by analyzing pavement life cycles, assessing overall system performance costs, and determining alternative strategies and costs necessary to improve paved roads within the City for FY 25/26 – FY 30/31

This is to advise that the City of Wildomar, acting as the Lead Agency approved the above-described project on February 10th, 2026, determined the project to be exempt from further environmental review requirements contained in the California Environmental Quality Act (CEQA).

EXEMPTION STATUS:

- Ministerial (Sec. 21080(b)(1); Sec. 15268)

- Declared Emergency (Sec. 21080(b)(3); Sec. 15269(a))

- Statutory Exemption

 General Rule /
Categorical Exemption
Section 15262 (Feasibility and Planning Studies)

- Other: (Sec. .

REASONS TO SUPPORT EXEMPTION FINDINGS:

The Project, a Pavement Management Program Report , consists of possible future projects, which the City of Wildomar has not approved, adopted or funded.

Based upon the identified exemptions above, the City of Wildomar hereby concludes that no physical environmental impacts are anticipated to occur and the Project as proposed is exempt under CEQA. No further environmental analysis is warranted.

LEAD AGENCY CONTACT: Robert Flores

PHONE NUMBER: (951) 677-7751, Ext. 213

________________________________________ __ _____________________________________ Robert Flores, Community Development Director Date
646
Pavement Management Program
City of Wildomar
City Council Meeting
February 10th, 2026
Presenter: Vivek Jha, P .E., M.S.

Principal
647
Agenda
• What is the Pavement
Management Program?
• How is the City
performing Pavement
Management Program?
• What else is the City
doing as part of the
Pavement Management
Program?
648
Who We Are?
Civil Engineering
Pavement & Materials Environmental
Landscape ArchitectureWater Resources
Asset Management
649
What is Pavement Management Program?
• Approach used to make cost-
effective decisions.
• It answers 4 main questions:
• What streets does the City
own/maintain?
• What condition are the streets
in?
• What repairs are needed and
when?
• How much funding is needed
to maintain or improve
streets?
650
Understanding Key Concepts
PCI 97
PCI 55
PCI 39
PCI 24
651
City’s Inventory
652
Comparison to Neighboring Agencies
653
Automated Pavement Distress
654
Citywide PCI Condition
Very Good
PCI 70-100

49.7%
Fair
PCI 50-69

33.1%
Poor
PCI 25-49

14.8%
Very Poor
PCI 0-24

2.4%
Citywide
Network
Condition
Very Good (I) Fair (II/III) Poor (IV) Very Poor (V)

35.4%

8.7% 5.6%

22.1%

4.9%

6.1%

5.2%

3.6%

0.9%

1.4%

0.0%
0%
10%
20%
30%
40%
50%
60%
70%
Residential (64.5%) Arterial (20.2%) Collector (15.3%)
655
Typical Treatment Strategies Based on PCI
0 10
20 30
40 50
60 70
80 90
100
Pavement Condition Index
Percent of Pavement Service Life
Minor
Resurfacing
Major
Resurfacing
Reconstruction
Repair Cost
$

9.60 -

44.00 /
SY
Repair Cost
$

51.00 -

56.00 /SY
Repair Cost
$

68.00 -
125.00
/SY
Good
70-100
Fair
50-69
Poor
25-49
Very Poor
0-24
90%75%35%
Preventive
Maintenance
Repair Cost
$

1.50 -

8.10 /SY
Do Nothing
656
Budget Scenarios
65 67
72 71
80 67
62 60
65 70
75 80
85 Current 26/27 27/28 28/29 29/30 30/31
Network PCI
Fiscal year
Scenario 1: Annual Existing Budget Scenario 2: Increased Annual Existing Budget Scenario 3: Improve One PCI Point per Year Scenario 4: Improve PCI to 80 Untreated PCI (No Maintenance Performed)
657
Budget Scenarios
Annual Deferred Maintenance by Scenario Pavement Condition – End of Analysis Period

54.6 58.9

53.2 36.5

4.4 0.0

10.0 20.0

30.0 40.0

50.0 60.0

70.0 Current 26/27 27/28 28/29 29/30 30/31
Deferred Maintenance ($M)
Fiscal Year
Scenario 1: Annual Existing Budget Scenario 2: Increased Annual Existing Budget Scenario 3: Improve One PCI Point per Year Scenario 4: Improve PCI to 80

46.9%

44.0%

47.0%

61.5%

79.2%

34.3%

33.1%

32.7%

24.2%

18.5%

16.0%

17.2%

16.1%

10.4%

0.9%

2.8%

5.7%

4.2%

3.9%

1.4%
0% 20% 40% 60% 80% 100%
Current Condition
Scenario 1: Annual Existing
Budget
Scenario 2: Increased
Annual Existing Budget
Scenario 3: Improve One PCI
Point per Year
Scenario 4: Improve PCI to
80 Very Good (I) Fair (II/III) Poor (IV) Very Poor (V)
658
Dirt Road Inventory and Condition Assessment
Condition Category Centerline
Miles
Number of
Sections
Surface Area
(SF)
AC 8.7 56 1,048,238
Gravel 5.1 41 676,413
Dirt 43.3 322 5,128,274
N/A 1.6 13 111,200
Grand Total 58.8 432 6,964,125
659
Dirt Road Inventory and Condition Assessment
Example of Dirt Road in Good Condition
Example of Dirt Road in Fair Condition
Example of Dirt Road in Poor Condition
660
Cost Estimates and Development Methodology
Condition Category
138A- AC
Treatment Paving Unit Cost
($/SY)
Total Paving
Cost ($/SY)1,2
Good Mill And Thin Ac Overlay (2.0 “) $ 20.73 $ 29.80 Fair Mill And Thick Ac Overlay (2.5 “) $ 25.92 $ 37.26 Poor Reconstruction (3.0"AC over 4.0" AB) $ 75.75 $ 108.89

Condition Category
138B- Gravel
Treatment Paving Unit Cost
($/SY)
Total Paving
Cost ($/SY)1,2
Good Minor Grading + Surfacing (2") $ 13.40 $ 19.26 Fair Major Grading + Surfacing (3") $ 20.10 $ 28.89 Poor Reconstruction (4") $ 38.50 $ 55.34

Condition Category
138C- Chip
Treatment Paving Unit Cost
($/SY)
Total Paving
Cost ($/SY)1,2
Good Cape Seal Coat $ 9.68 $ 13.91 Fair Removal (3") $ 29.78 $ 42.81 Poor Reconstruction (4") $ 48.18 $ 69.26

Condition Category
138D- Dirt
Treatment Paving Unit Cost
($/SY)
Total Paving
Cost ($/SY)1,2
Good Grading + Fill (1") $ 15.70 $ 22.57 Fair Grading + Excavation + Fill (3") $ 31.80 $ 45.71 Poor Grading + Excavation + Fill (4") $ 38.50 $ 55.34

1-The estimated cost includes an
additional 18% for concrete and drainage
work,
7% for construction management and
design fees, and 15% for contingency.
2-The estimated cost does not include
any parcel acquisition or right-of-way
costs and
reflects material, construction, and
design costs only.
661
City's Standards Total Cost*
138A- AC $75,272,585
138B- Gravel $37,494,365
138C- Chip $45,594,128
138D- Dirt $30,997,225
*The estimated cost does not include any parcel
acquisition or right-of-way costs and reflects
material, construction, and design costs only.

Condition Category Centerline
Miles
Number of
Sections
Surface
Area (SF)
Percent of Dirt
Road Network
Area
Good 17.68 128 2,239,439 30%
Fair 24.30 199 3,284,949 41%
Poor 16.81 105 1,439,737 29%
Grand Total 58.78 432 6,964,125 100%
Cost Estimates and Development Methodology
662
Questions
663

CITY OF WILDOMAR

CITY COUNCIL REGULAR MEETING

GENERAL BUSINESS
Agenda Staff Report # 3.3

Meeting Date: February 10, 2026
SUBJECT:

Contract Award - Bundy Canyon Road Rehab Project and
Slurry Seal Project (CIP 057-3, 058-3)
SUBMITTED BY:

Jason Farag, Public Works Director / City Engineer
PREPARED BY:

Cameron Luna, Associate Engineer

ACTION:

1. Adopt a Categorical Exemption pursuant to Section 15301(c) of the CEQA Guidelines.

2.Make a finding that the Projects, CIP 057-3 and CIP 058-3, are exempt from the Multiple Species Habitat Conservation Plan (MSHCP) fees.

3. Approve the plans and designs for all of the planned roadway improvements included within CIP 057-3 and 058-3, including but not limited to Bundy Canyon Road and the multiple roadways proximate to Clinton Keith Road, Palomar Street, and Wildomar Trail that are more particularly described in Appendix A and CIP 058-3 Exhibits included in the bid documents for purposes of obtaining design immunity pursuant to Government Code Section 830.6.

4. Authorize the City Manager to execute a construction contract with All American Asphalt in the amount of $2,567,666.02 for the Road Maintenance and Rehabilitation Project (CIP 057-3) and Slurry Seal Project (CIP 058-3) and waive any informality or irregularity in the Bid.

5. Authorize the Public Works Director to approve change orders not to exceed 25% of the construction contract amount (contingency).

6. Authorize the City Manager to execute a work order with Geocon West, Inc. under their existing on-call agreement in the amount of $57,975 for material testing for the Bundy Canyon Road Rehab Project (CIP 057-3), including
Extra Work Authorizations not to exceed $7,024,
for a total not to exceed $64,999
.

7. Authorize the City Manager to execute a Professional Services Agreement with Labelle- Marvin, Inc. in the amount of $66,767 for material testing for the Slurry Seal Project (CIP 058- 3), including
Extra Work Authorizations not to exceed $8,232, for a total not to exceed $74,999
.

8. Authorize the City Manager to execute a work order with Interwest Consulting Group under their existing on-call agreement in the amount of $97,630 for Construction Management services for the Projects, including
Extra Work Authorizations not to exceed $12,369
, for a
total not to exceed $109,999.

9. Approve a deappropriation of Fund 120 (Measure AA) to decrease $250,000 from CIP 103 664
and approve a supplemental appropriation for Fund 120 (Measure AA) to increase $250,000.00 in expenditures for CIP 057-3.

10. Approve a deappropriation of Fund 201 (Measure A) to decrease $57,600 from CIP 103 and approve a supplemental appropriation for Fund 201 (Measure A) to increase $57,600.00 in expenditures for CIP 057-3.

11. Approve a deappropriation of Fund 201 (Measure A) to decrease $378,000 from CIP 063 and approve a supplemental appropriation for Fund 201 (Measure A) to increase $378,000 in expenditures for CIP 058-3.

12. Approve a supplemental appropriation for Fund 100 (General Fund - Facilities) to increase $15,000.00 in expenditures for CIP 058-3.

13. Approve a supplemental appropriation for Fund 690 (Measure Z) to increase $20,000.00 in expenditures for CIP 058-3.

14. Approve a supplemental appropriation for Fund 606 (CFD) to increase $24,400.00 in expenditures for CIP 057-3.

15. Approve a supplemental appropriation for Fund 606 (CFD) to increase $150,000.00 in expenditures for CIP 058-3.

16. Adopt a Resolution entitled:

RESOLUTION NO. 2026 - _____

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

APPROVING PROJECT PLANS, DESIGN, SPECIFICATIONS, CONTRACT DOCUMENTS,

AND AWARDING A CONSTRUCTION CONTRACT FOR THE BUNDY CANYON ROAD REHAB PROJECT (CIP 057-3) AND SLURRY SEAL PROJECT (CIP 058-3) (“PROJECTS”)

AND AUTHORIZING THE CITY MANAGER TO EXECUTE A CONSTRUCTION CONTRACT WITH ALL AMERICAN ASPHALT, INC.

SUMMARY:

Award a Construction Contract for the City's Road Rehabilitation and Slurry Seal Projects, adopt a CEQA exemption for the project, make a finding the Projects are exempt from MSHCP fees, authorize agreements with three (3) service providers to provide professional services during construction, and approve supplemental deappropriations and/or appropriations from five (5) funding sources into the Projects.

BACKGROUND:

The City of Wildomar administers a Road Rehabilitation and Maintenance Program and a Slurry Seal Program. These programs are implemented as reoccurring projects in the City’s approved Five-Year Capital Improvement Program as CIP 057 and CIP 058. The programs are primarily funded by Measure A, Measure AA, and funds from Senate Bill 1, formally referred to as The Road Repair and Accountability Act of 2017 (RMRA). Each year the City submits a list of road maintenance and rehabilitation projects to the California Transportation Commission (CTC) for use of RMRA funds. Projects may be added or removed from the list and reported as such during the filing of the final report to the CTC for the fiscal year. Unused funds from a prior year are carried over to the following year and added to the following year’s 665
allocation.

DISCUSSION:

A combined bid package for the Bundy Canyon Road Rehab Project and Slurry Seal Project which included construction plans, technical specifications, bid documents and an engineer’s cost estimate were prepared and advertised for construction bids for construction of or improvements to public property. The project includes (but is not limited to): Removal of existing asphalt concrete pavement and AC repairs to 3” total depth, Construct 6" AC Dike, Perform Crack Seal, Asphalt surfacing, ARHM surfacing, Type I Slurry and Type Il PME-RAP Slurry, Reinstall pavement markings, striping, signage and traffic loops, Adjust utility manholes and valves to grade, Construct 6' Wide Swale, Traffic Control, Construction Survey, and all items not mentioned but indicated in the Plans, Specifications, and the Technical Specifications within the Contract Documents. The planned improvements include Bundy Canyon Road, and multiple roadways proximate to Clinton Keith Road, Palomar Street, and Wildomar Trail and are more particularly described in the Improvement Plans (Attachments A.1 and A.2). The project was advertised for bids on December 23, 2025. Bids were accepted until 3:00 pm on January 22, 2026. The City Clerk received eight timely bids, as summarized in Table 1 below.

Table 1 - Bid Summary for the Project (Listed Alphabetically)

CONTRACTOR

SCHEDULE
"A' BID

SCHEDULE
"B" BID

SCHEDULE
"C" BID

COMBINED
TOTAL

ALL AMERICAN

ASPHALT
* $
2,319,575.02
*
$ 35,591.00
$
212,500.00
$
2,567,666.02
CALMEX

ENGINEERING
$
2,613,238.13
$ 63,599.50
$
148,880.00
$
2,825,717.63

HARDY &
HARPER
$
2,902,000.00
$ 72,116.00
$
126,400.00
$
3,100,516.00
LCR

EARTHWORK &

ENGINEERING
$
2,795,040.14
$ 47,782.00
$
109,050.00
$
2,951,872.14

ONYX PAVING
$
2,396,000.00
$ 15,384.60
$
168,000.00
$
2,627,000.00
ROMERO

GENERAL

CONSTRUCTION
$
2,954,747.90
$ 25,300.10
$
120,050.00
$
3,100,098.00

RJ NOBLE
$
2,366,699.95
$ 15,384.60
$
112,400.00
$
2,494,484.55

VANCE CORP
$
2,331,817.05
$ 71,450.22
$
119,730.90
$
2,522,998.17
* Lowest bidder determined by Schedule "A" Bid *

The advertised project included three (3) bid schedules. Schedule “A” was the base bid schedule and, in accord with instructions on the Bid Schedule, was used as the basis of determining the lowest responsive bidder. All American Asphalt submitted the lowest bid to complete the work described in Schedule “A”. Schedules “B” and “C” were additive bid schedules and were included in the advertisement to give the City flexibility to add additional streets into the Project, depending on the bid results and available budget. 666

The Engineer’s Opinion of Construction Costs for Schedule "A" alone was $3,473,825.38.

Staff has reviewed the bid packages submitted by the bidders, checking the bid packages for compliance with the contract documents and has determined that All American Asphalt (AAA) is the responsible bidder submitting the lowest responsive bid to complete Schedule "A" for $2,319,575.02. The Engineer's Estimate for Schedule "A" + Schedule "B" + Schedule "C" combined was $3,650,696.38. All American Asphalt’s bid for Schedule “A”, “B” and "C" combined is lower than the Engineer’s Estimate and is within the available program budget.

No material irregularities were found in any of the bids received. The bid proposal received by All American Asphalt is included as Attachment B. All American Asphalt holds a valid Class A General Contractor’s license in the State of California, with no enforcement actions listed.

Their license expires on January 31, 2028.

The Experience/Qualifications Statement that was submitted with the bid documents indicate that All American Asphalt has engaged in contracting under the current name for 56 years and has not failed to satisfactorily complete a contract. A list of 4 completed projects in the last 5 years were provided for reference, most of which are similar public works projects, ranging in value from $2,082,099 to $7,761,320. These projects were completed for many different agencies with the smallest contract completed for the County of Orange and the largest contract completed for the City of Burbank.

The construction contract allows 50 working days to complete the required work. Based on a Notice to Proceed being issued to the contractor on April 6, 2026, the contract completion is projected to be June 16, 2026 (barring time extensions due to change orders or inclement weather). The contract is included as Attachment C. Staff recommends the City Council authorize the City Manager to execute the Construction Contract with All American Asphalt for the Project, including award of Schedule “A”, Schedule “B”, and Schedule "C".

Staff also recommends the City Council authorize the City Manager to execute a work order with Geocon West, Inc. ("Geocon") in the amount of $57,975 for material testing services for the Road Maintenance and Rehabilitation Project (CIP 057-3), including Extra Work
Authorizations not to exceed $17,024, for a total not to exceed $64,999 . Geocon is the city's
on-call firm for geotechnical services and has previously provided technical assistance to the City for several Capital Improvement Projects under their existing agreement. Their Work Order is included as Attachment D.

The City’s Slurry Seal Project will use a unique type of slurry seal (RAP Slurry) and the Project includes over 2 million square feet of slurry seal across multiple different residential streets throughout the City, including several Community Facilities Districts which collect funds for street maintenance within their zones. The Project will also slurry seal the parking lots at City Hall and Marna O'Brien Park. The slurry seal cost is approximately 30% of the total contract award (Schedules "A" - "C" combined).

Testing of this unique type of slurry seal requires specialized knowledge of the product and specialized testing equipment and experience to ensure the materials conform to the Project specifications. LaBelle Marvin is a well-known firm with extensive experience and knowledge in specialized testing of slurry seal materials. LaBelle Marvin provides testing services to many jurisdictions, including nearby local agencies, and has the ability to perform all of the required material testing for the Slurry Seal Project. Labelle Marvin provided testing services for the City’s previous Slurry Seal Projects in 2021 and 2023, which used the same type of slurry 667
seal, and the services they provided were satisfactory. Due to the unique nature of the slurry seal on this project and based on LaBelle Marvin’s expertise and their familiarity with this type of slurry seal, staff recommends that the City Council authorize the City Manager to execute an Professional Services Agreement with Labelle-Marvin, Inc. in the amount of $66,767 for material testing services for the Slurry Seal Project (CIP 058-3),including Extra Work
Authorizations not to exceed $8,232, for a total not to exceed $74,999.

Labelle-Marvin has
submitted a proposal for providing technical assistance under a professional services agreement. A copy of the proposed agreement is included as Attachment E.

Staff also recommends the City Council authorize the City Manager to execute a work order with Interwest Consulting Group (Interwest)
in the amount of $97,630 for Construction
Management services for the Road Maintenance and Rehabilitation and Slurry Seal Projects, including
Extra Work Authorizations not to exceed $12,369
, for a total not to exceed
$109,999
.

Interwest is one of the city's on-call engineering firms and has previously provided technical assistance for several Capital Improvement Projects under their existing agreement.

A copy of the proposed Interwest work order is included as Attachment F.

ACCOUNT CODE:

Budget Amendments
CIP 057-3
Fund 120 (Measure AA)
Expenditures = $250,000
Fund 201 (Measure A)
Expenditures = $57,600

Fund 606 (CFD)
Expenditures = $24,400

CIP 058-3
Fund 100 (General Fund - Facilities)
Expenditures = $15,000
Fund 201 (Measure A)
Expenditures = $378,000
Fund 606 (CFD)
Expenditures = $150,000
Fund 690 (Measure Z)
Expenditures = $20,000

ENVIRONMENTAL ANALYSIS:

CEQA Analyis
In accordance with the requirements of the California Environmental Quality Act (Public Resources Code § 21000, et seq. (“CEQA”)), a review of the potential environmental impacts was conducted by the Planning Department for the Road Rehabilitation Project and Slurry Seal Project. Based on this evaluation, staff has determined the project meets the requirements for a Class 1 Categorical Exception pursuant to Section 15301(c) (Existing Facilities) of the CEQA Guidelines. This Class 1 exemption consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the lead agency's determination. The key consideration is whether the project involves negligible or no expansion. Therefore, the City Council, in exercising its independent judgment, can find that the Bundy Canyon Road 668
Rehab Project (CIP 057-3) and Slurry Seal Project (CIP 058-3) are categorically exempt in accordance with Section 15301(c) of CEQA, and hereby directs City Staff to file a Notice of Exemption (NOE) with the Riverside County Clerk within 5 working days of adoption (i.e., by February 17, 2026). The NOE is included as Attachment H.

MSHCP Analysis
Beginning July 1, 2008, the RCA started requiring that locally funded Capital Improvement Projects contribute applicable MSHCP fees within 90-days of construction contract award.

Fees outside the public right of way are calculated on a cost per acre of disturbed area basis, while fees for typical right of way improvement projects are five percent of construction costs.

Staff has determined the project to be exempt from MSHCP fees as it falls under the definition of "Maintenance Projects" provided in the MSHCP Mitigation Fee Implementation Manual.

Maintenance Projects are exempt from paying MSHCP fees under the MSHCP Fee Program.

Therefore, staff recommends that the City Council find that the Projects are exempt from paying MSHCP fees.

Discretionary Roadway Design Approval
California Government Code section 830.6 provides that neither a public entity nor a public employee is liable for an injury caused by the plan or design of a construction of, or an improvement to, public property where such plan or design has been approved in advance of the construction or improvement by the legislative body of a public entity or by some other body or employee exercising discretionary authority to give such approval or where such plan or design is prepared in conformity with standards previously so approved. The City Council retains the authority to approve plans and designs for City public improvement projects, for approved City standards and designs, for private improvement projects in or adjacent to the City property or the City’s right of way, and for private improvement projects and facilities incorporated into the City’s roadways and public facilities for purposes of obtaining design immunity pursuant to Government Code Section 830.6. Staff recommends that the City Council also approve the plans and designs for all of the planned roadway improvements included within CIP 057-3 and 058-3, including but not limited to Bundy Canyon Road and the multiple roadways proximate to Clinton Keith Road, Palomar Street, and Wildomar Trail that are more particularly described in the Improvement Plans (Attachments A.1 and A.2) for purposes of obtaining design immunity pursuant to Government Code Section 830.6.

FISCAL IMPACT:

Project expenditures for Construction are funded by:

RMRA (SB1) (Fund 500) = $2,480,000
Measure AA (Fund 120) = $850,000
Measure A (Fund 201) = 260,600
CFD (Fund 606) = $174,400
CFD 2013-1 Zone 2 = $45,000
CFD 2013-1 Zone 3 = $66,000
CFD 2013-1 Zone 5 = $34,000
CFD 2013-1 Zone 9 = $24,400
Measure Z (Fund 690) = $20,000
General Fund - Facilities (Fund 100-4850-52115) = $15,000 Total = $3,800,000
RMRA funds include the estimated fund balance carried over from FY 23/24, FY 24/25 and estimated revenues for FY 25/26.
669

Expenditures related to the Design/PS&E/Administration phase as well as the Construction Administration and Inspection costs are funded by:

Measure A (Fund 201) = $275,000

Updated CIP Booklet Detail Sheets for the Projects are included under Attachment G.

ATTACHMENTS:

1. Resolution
A.1 - CIP 057-3 Improvement Plans
A.2 - CIP 058-3 Improvement Plans
B - AAA Bid Proposal
C - Public Works Contract
D - Work Order (Geocon)
E - Professional Services Agreement (LaBelle Marvin)
F - Work Order (Interwest)
G - CIP Booklet Detail Sheet Update FY 25-26 to 29-30
H - CEQA Notice of Exemption
I - Presentation
670

RESOLUTION NO. 2026 - _____

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

CALIFORNIA APPROVING PROJECT PLANS, DESIGN,

SPECIFICATIONS, CONTRACT DOCUMENTS, AND AWARDING A

CONSTRUCTION CONTRACT FOR THE BUNDY CANYON ROAD
REHAB PROJECT (CIP 057-3) AND SLURRY SEAL PROJECT (CIP 058- 3) (“PROJECTS”) AND AUTHORIZING THE CITY MANAGER TO

EXECUTE A CONSTRUCTION CONTRACT WITH ALL AMERICAN
ASPHALT, INC.

WHEREAS, On May 29, 2025 City Staff approved Task Orders for On-Call Design Professional Services with TKE Engineering for the Bundy Canyon Road Rehab Project, CIP 057-3; and

WHEREAS, Plans, Specifications, and Contract Documents were prepared for the Projects and accepted by the Public Works Director and City staff on December 23, 2025; and

WHEREAS, as part of the required public bidding procedures on December 23, 2025, the City advertised the Projects to solicit bids for construction of the Projects; and

WHEREAS, on January 22, 2026, All American Asphalt, Inc. submitted the lowest bid proposal for construction of the Projects from among the eight bid proposals received; and

WHEREAS, City staff has reviewed and evaluated the bid proposal and verified references and recommends All American Asphalt, Inc. as the lowest responsive and responsible bidder for the construction of the Projects.

NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Wildomar, California, as follows:

SECTION I. The City Council accepts and exercises its discretion to approve the Plans, Specifications, and Contract Documents for the Projects; and

SECTION II. The City Council delegates its discretionary authority to the City Manager, City Engineer, and the Public Works Director to approve future revisions to the Plans, Specifications, and Contract Documents for the Projects; and

SECTION III. The City Council waives any irregularities in the bid proposal submitted by All American Asphalt, Inc. for the Projects and authorizes the City Manager to execute a Construction Contract with All American Asphalt, Inc. for the construction of the Projects; and

671

SECTION IV. The City Council adopts a Categorical Exemption pursuant to Section 15301(c) of the CEQA Guidelines and authorizes the Community Development Director to file an Notice of Exemption with the County of Riverside County Clerk for the Projects.

PASSED, APPROVED, AND ADOPTED this 10th day of February, 2026.

______________________________
Carlos Marquez
Mayor

APPROVED AS TO FORM: ATTEST:

______________________________ ______________________________ Thomas D. Jex Janet Morales Garcia, CMC
City Attorney City Clerk

672
1 WILDOMAR GENERAL NOTES:

CONTRACTOR'S RESPONSIBILITY FOR SAFETY:
14 CITY OF WILDOMARBUNDY CANYON ROAD MAINTENANCE AND REHABILITATION PROJECT

TITLE SHEET
WILDOMAR TRAFFIC CONTROL GENERAL NOTES:

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98 Appendix A. Slurry Seal Exhibits

687
L a k e
E l s i n o r e
3569 ft

M O R R E L L

P O T R E R O

E L S I N O R E

P E A K

EL S I N
ORE

MOUNTAINS
Brightma
n Ave
Grand Ave
Adelfa St
Lakeland
Village
E Lakes hore D r
Los
t R
d
Ca
nyo
n Hill
s RdMission Trl
2576 ft
2412 ft
Cra b Hollo w Cir
McVica
r St
Grand Ave
Grand Ave
Pa
lomar St
Wil
dom
ar Trl
Orange St
Calle d
e Lo
bo
Fr
ederick St
Gaf ford
Rd
Union
St
Cherry St
Lo
stRd
Waite St
Grape St
Lak
ev
ie
w
Ter
Cereal S
t
B undy Canyon Rd
Skylark Airport
Sedco Hills
Wildomar
Calle
de Lob
o
Eva
ns Rd
Palomar Rd
Byers Rd
Ga rbani Rd Garbani Rd Garbani Rd
2266 ft
2268 ft
2031 ft
1967 ft
15 215
La Est rell a Rd
Daily Rd
S cott Rd
Murrieta Rd
Clinto
n Keith Rd
Wh
ite
wood
Rd
Los Al
amo
s Rd
Ca
lifo
rnia
Oak
s
Rd
Nutm
eg St
Wicke rd Rd
Har
vest
Wa
y
An
tel
ope
Rd
Waldon Rd
Prielipp Rd
Zeid
ers Rd
Jackson Ave
Bax ter Rd
Haleblian Rd
Sunset Ave
Howard Rd
Mc
Elw
ai
n
Rd
Haun Rd
The
Fa
rm Rd
Scott Rd
Antelope Hills
Lin
co
ln Ave
Jeffers
on Ave
Bell Mountain Rd
HO G B
A C
K S
Lee Ln
Ke ller Rd
Wickerd Rd
Menifee R
d
Bundy Canyon Rd
Clinton Keith Rd
Wildomar Trl
Mission Trl
Grand Ave
Baxter Rd
Palomar St
0 0.5 1 1.5 20.25
Miles

BASE BID EXHIBITS
Exhibit A
Exhibit B
Exhibit C
Exhibit D

ADDITIVE BID EXHIBITS
Exhibit G
Exhibit H
Exhibit E
Exhibit F
Major Streets
Streets
City Boundary
CIP 058-3 All Exhibits
µ
Legend
688
Mado
ra Dr
Balsam St
Canne
ry
Rd
15 Maples Rd
Peggy L n
Bayles
s R
d
1319 ft
1382 ft
15 Stater Bros.

Catt Rd
Arn
ett R
d
Depasqua
le R
d
Gl azebrook Rd
Agap
e Ln
LexiLn
Twi nflo wer Ave
Nonnie Dr
Banyan Rim Dr
Trill
ium Dr
Aster Dr
Teil Glen Rd
Lar
ks
pur
Dr
Cannery Rd
Sun
flo
wer Way
Empire Penguin Rd
Harb or Seal Ct
1571 ft
Wi
ldomar Trl
Sus
an Dr
Peggy Ln
El Diam
ante
Dr
Brill ante Dr
Rub i Ct
Rosita D
r
Porto
la Pl
Senna Dr
Plata Ct
Amatist
a
Ave
Perla Pl
1446 ft
1386 ft
La Estrel la Rd
Cl in to n Ke ith RdCatt Rd
Vari an W ay
A
rya
W
ildomar Trl
Wildo
mar Trl
Susan
Dr
Doheny Cir
D
ulock Rd
Bovard St
Ke
ane
Ct
Tri
g Rd
Iodin
e Springs Rd
Inland
Valle
y D
r
Mon te cit o Dr
M
eadow Park C
ir
Senna Dr
1586 ft
Life Storage
Clint on Keith Rd
Coun
try
Pa
rk Dr
Miguel Rd
Salida del Sol
Eliz
abeth
Ln
Ver
anda
Cir
Mauri Ct
Jana Ln
Parkland Ct
Ro
sed
own Ln
1712 ft
La Estrella Rd
Sm
ith
Ra
nch Rd Ca
rlt
on
Rd
Verde Vista Way
Portica Ct
Wildomar Trl
Clinton Keith Rd
0 0.15 0.3 0.45 0.60.07
Miles AREA: 1,061,409 sqft
Exhibit A
Major Streets
Streets
City Boundary
CIP 058-3 Exhibit A
Type II Slurry
Path: G:\PROJECTS\WILDOMAR\PUBLIC WORKS\CAPITAL IMPROVEMENT PROJECTS\PRO PROJECTS\CIP_058_3_SLURRY_SEAL_PROJECT\CIP_058_3_SLURRY_SEAL_PROJECT.aprxDate Saved: 12/9/2025 4:40 PM µ
689
Mead
ow
Par
k Ci
r
1586 ft
Life Storage
Clin ton Keith Rd
Cou
ntry Par
k Dr
Eliz
abeth L
n
Pic nic L n Crest
Me
adow D
r
Ve
randa C
ir
Kentm an C t
Mauri Ct
Jana Ln
Park land C t
Ros
edo
wn L
n
1470 ft
La Estrella Rd
La Estrel la Rd
Smit
h Ra
nch Rd
Clinton Keith R d
Dev
ons
hire
Ln
C
oving
ton
Dr
Chesterfield Ln
Carlt
on
Rd
C
ross
roa
ds
St
Butchart St
Verd
e V
ista
Wa
y
Por tica Ct
Ave
nida
del
Ba
rra
nc
a
Ave
nida
del
Barra
nca
Jer
ma
r L
n
Mitc
hell Rd
Lori ng Rd
Lorin
g
Rd
1895 ft
1506 ft 1517 ft
Dar
cy Pl
Darcy Pl
Clin to n Ke ith R d
Nutmeg
St
Woo de n Horse Tr l
Co
pper
Craft Dr
Winkler StDavi
d Ln
Via Sarah
Se agrass T
rl
Spind le Way
Ket
tle
Rd
Euclid
St
Loring R
d
Park 28B
Clinton Keith Rd
0 0.15 0.3 0.45 0.60.07
Miles
Exhibit B
Major Streets
Streets
City Boundary
CIP 058-3 Exhibit B
Type II Slurry
Path: G:\PROJECTS\WILDOMAR\PUBLIC WORKS\CAPITAL IMPROVEMENT PROJECTS\PRO PROJECTS\CIP_058_3_SLURRY_SEAL_PROJECT\CIP_058_3_SLURRY_SEAL_PROJECT.aprxDate Saved: 12/9/2025 4:40 PM µ
AREA: 429,660 sqft
690
Prie lip p R d Prie lipp Rd Prie li pp R d
Estes
Pa
rk Ct
Teakw ood Ct
Summer
Dain Ln
1354 ft
Prielipp Rd Prielipp Rd
Eliz
abe
th Ln
Sum
mer
Da
in Ln Mahogany Wood Ct
Tiger M
aple
St
Teakwood Ct
Arron C
t
Arr
on
Ct
Eliza
bet
h Ln
Elizabeth Ln
Summe
r D
ain
Ln
Sat inwood Ln
Arron C
t
Prie li pp Rd
Ar
ron Ct
0 0.05 0.1 0.15 0.20.03
Miles
Exhibit C
Major Streets
Streets
City Boundary
CIP 058-3 Exhibit C
Type II Slurry
Path: G:\PROJECTS\WILDOMAR\PUBLIC WORKS\CAPITAL IMPROVEMENT PROJECTS\PRO PROJECTS\CIP_058_3_SLURRY_SEAL_PROJECT\CIP_058_3_SLURRY_SEAL_PROJECT.aprxDate Saved: 12/8/2025 4:32 PM µ
AREA: 121,609 sqft
691
1224 ft
Mu
rrieta
Creek
Murrieta Creek
Grand Ave
Whisp
erin
g W
ay
Sky Me
adow
Way
Fie
ldst
one
Ct
Firelight
Cir
Sunset R
idge Ct
Grand Ave
McVicar St
Mc
Vic
ar
St
1216 ft
Murrieta Creek
Murrieta Creek
McVica
r St
McVica
r St
Whispe
ring W
ay
1242 ft
McV
icar S
t
Grand
Ave
Rudolph Ln
Blacksto
ne C
ir
Timb
er R
idg
e Ct
Mado
ra D
r
Joy Ct
Nan St
Palomar S
t
Murrieta Creek
Delca L
n
Po
ppy F
ield
Ct
Joy Ct
Catt
Rd
Meadow
Ridge
Ln
Se
attle R
idg
eRd
Wa
nd
er
ingRill
Ct
Em
pire
Pea
k L
n
Me
adow Creek Ln
M ado ra Dr
Greyha
wk Rd
Pal
om
ar
St
Murrieta Creek
Murrieta
Cree
k
Mea
dow
Ri
dge
Ln
Mead
ow
Glen
Ct
Em
pire
Peak L
n
Meadow Cre
ek
Ln
Arn
ett Rd
Hai ley Ct
1283 ft
1288 ft
1264 ft
1287 ft
Cry
sta
l W
ay
Bro
nze
Ct
Agape Ln
Seattle R idge Rd
Arne
tt R
d
W
indsong
Ln
Plati nu m C t
Ketch
um R
d
Gre yhawk R d
Delca Ln
Palomar
St
Clin
to
n
Keith
Rd
W
hispe
ring
G
le
n
Trl
Sh ad ow Can yo n Trl
Kilgo
re L
n
Windso
ng Ln
Palom
ar S
t
Fox Ridge
Ln
Cr
ystal Wa
y
Onyx Way
Ta
pa
z W
ay
Stable
Lanes
W
ay
Rite Aid
Cl
inton K
eith R
d
ClintonKeithRd
Palomar St
Grand Ave
0 0.1 0.2 0.3 0.40.05
Miles
Exhibit D
Major Streets
Streets
City Boundary
CIP 058-3 Exhibit D
Type II Slurry
µ
AREA: 243,185 sqft
692
Oak Cree k Ma ll
Oak Springs R
d
Oak Springs Rd
Oak Sp
rings Rd
Oak Springs Rd
Oak
Sprin
gs Rd
Wildomar Trl0 0.01 0.03 0.04 0.060.01
Miles
Exhibit E
Major Streets
Streets
City Boundary
CIP 058-3 Exhibit E
City Hall Parking Lot - Type I Slurry
Path: G:\PROJECTS\WILDOMAR\PUBLIC WORKS\CAPITAL IMPROVEMENT PROJECTS\PRO PROJECTS\CIP_058_3_SLURRY_SEAL_PROJECT\CIP_058_3_SLURRY_SEAL_PROJECT.aprxDate Saved: 12/8/2025 4:32 PM µ
AREA: 34,000 sqft
693
1294 ft
Pal
omar
St
Pa
lom
ar S
t
Pa
lom
ar
St
Fla
nd
er
s L
n
Pal
oma
r St
Fland
ers Ln
Palomar St
0 0.02 0.04 0.06 0.080.01
Miles
Exhibit F
Major Streets
Streets
City Boundary
CIP 058-3 Exhibit F
Marna O'Brien Park Parking Lot - Type I Slurry
Path: G:\PROJECTS\WILDOMAR\PUBLIC WORKS\CAPITAL IMPROVEMENT PROJECTS\PRO PROJECTS\CIP_058_3_SLURRY_SEAL_PROJECT\CIP_058_3_SLURRY_SEAL_PROJECT.aprxDate Saved: 12/8/2025 4:32 PM µ
AREA: 51,000 sqft
694
Empire Pea
k Ln
Murrieta Creek
Empir
e Pea
k Ln
Poppy Field
Ct
Meadow R
idge LnMea
dow Cr
eek Ln
Murrieta Creek
Me
ado
w R
idg
e L
n
M
eadow
Glen Ct
Em
pir
e Pea
k Ln
Meadow Creek Ln
Murrieta C
reek
1283 ft
Meadow
Ridg
e Ln
Wh
isp
erin
g Gl
en
Trl
Palom
ar St
Wh
isp
erin
gGlen
Tr
l
Wh
isp
erin
g Gle
n
Trl
Sh ado w C anyon T
rl
Fallin
g
Le
af
Ct
Oak H ollow Ct
Palom
ar St
Fallin
g
Leaf Ct
W
inds
on
g Ln
Clinto
n
Keith Rd
Sha
do
w Ca
ny
on T
rl
Kilgor
e Ln
Windsong L
n
Paloma
r St
C
linto
n Keith
Rd
Kilgor
e Ln
Pa
lomar S
t
Palomar St
Clinton Keith Rd
0 0.06 0.12 0.18 0.240.03
Miles
Exhibit G
Major Streets
Streets
City Boundary
CIP 058-3 Exhibit G - Additive Bid
Type II Slurry
Path: G:\PROJECTS\WILDOMAR\PUBLIC WORKS\CAPITAL IMPROVEMENT PROJECTS\PRO PROJECTS\CIP_058_3_SLURRY_SEAL_PROJECT\CIP_058_3_SLURRY_SEAL_PROJECT.aprxDate Saved: 12/8/2025 4:32 PM µ
AREA: 140,391 sqft
695
Clinton Kei th Rd
Elizabeth Ln
Jana Ln
1388 ft
Big Easy RV &
Boat Storage
Jana Ln
Jana Ln
Elizabeth Ln
Elizabeth L
n
Cheyenne Cir
Bunn y Trl
1470 ft
Cr ims on Lasso D r
Clinton Keith Rd
Horseshoe
Ct
Lipizzan Ln
Hoofprint D r
Mustang Spirit Ln
1421 ft
Und
erw
ood C
ir
Saratog
a S
prin
gs
Pl
Lipizzan Ln
Mustang
Spi
rit Ln
Bay Roan Ct
Stirrup Dr
Meri dian Ct
1410 ft
Clinton Keith Rd
Orega
no Ln
Underw ood
Cir
Spinning Wheel
Dr
Patchw
ork L
n
Silk
wood Ct
Millstone
Pl
Cath
erine Ct
Clinton Keith Rd
0 0.1 0.2 0.3 0.40.05
Miles
Exhibit H
Major Streets
Streets
City Boundary
CIP 058-3 Exhibit H - Additive
Bid Type II Slurry
Path: G:\PROJECTS\WILDOMAR\PUBLIC WORKS\CAPITAL IMPROVEMENT PROJECTS\PRO PROJECTS\CIP_058_3_SLURRY_SEAL_PROJECT\CIP_058_3_SLURRY_SEAL_PROJECT.aprxDate Saved: 12/9/2025 4:40 PM µ
AREA: 248,831 sqft
696
Streets Beg Location End Location Length, LF Width, LF True Area, SF CAPISTRANO ST VARIAN WY MONTECITO DR 676 30 24,067
CAPITOLA CT VARIAN WAY CDS - END 378 30 15,839
MONTECITO DR CAPISTRANO STREET IODINE SPRINGS ROAD 560 30 19,657 VARIAN WAY WILDOMAR TRAIL IODINE SPRINGS ROAD 786 30 20,185 GLAZEBROOK RD 615' E/ DEPASQUALLE RD SUSAN DR 630 30 19,163 DEPASQUALLE RD GLAZEBROOK RD WESTPARK ST 1090 40 43,628 DEPASQUALLE RD WESTPARK ST POPLAR CREST RD 1170 40 44,921 DEPASQUALLE RD POPLAR CREST RD WILDOMAR TRAIL 710 40 27,791 FINCH CT DEPASQUALLE RD CDS - END 191 36 8,718
MURREN RD DEPASQUALLE RD SOUTH END 170 36 5,510
KEANE CT GLAZEBROOK RD CDS - END 394 36 16,332
SUSAN DR 315' N GLAZEBROOK RD CDS -SOUTH END 1883 36 67,404 SYCAMORE BLUFF CT SUSAN DR CDS - END 215 36 9898
DULOCK RD DOHENY CIR SUSAN DR 753 36 26608
POPLAR CREST RD LANCER CT DEPASQUALLE RD 956 36 33,072
POPLAR CREST RD DEPASQUALLE RD CDS - END 866 36 8,379
COOK CT POPLAR CREST RD CDS - END 175 36 4,995
COPPER CT POPLAR CREST RD WEST END 140 36 4,995
COPPER CT POPLAR CREST RD CDS - EAST (END) 193 36 9,150 LANCER CT POPLAR CREST RD CDS - END 215 36 10,742
BOVARD ST DOHENY CIR SUSAN DR 1070 36 38,249
DOHENY CIR WILDOMAR TRAIL CDS - END 1032 36 39,213
AMATISTA AVE BRILLANTE DR ROSITA DR 915 36 32,241
BRILLANTE DR WILDOMAR TRAIL EL DIAMANTE DR 187 36 5,336 BRILLANTE DR EL DIAMANTE DR PERLA PL 1300 36 46,099
BRILLANTE DR PERLA PL CDS - END 525 32 18,774
EL DIAMANTE DR ROSITA DR BRILLANTE DR 1185 36 42,009
EL DIAMANTE DR BRILLANTE DR PLATA CT 635 36 23,201
ESMERALDA CT EL DIAMANTE DR CDS - END 530 32 19,112
IODINE SPRINGS RD CLINTON KEITH RD VARIAN WY 1310 32 41,911 IODINE SPRINGS RD VARIAN WY LA ESTRELLA ST 1315 32 43,624 IODINE SPRINGS RD LA ESTRELLA ST SENNA DR 405 36 14,199 ORO CT SENNA DR CDS - END 181 32 8,271
PERLA PL BRILLANTE DR SENNA DR 342 36 11,869
PLATA CT EL DIAMANTE DR CDS - END 381 32 15,187
PORTOLA PL BRILLANTE DR ROSITA DR 878 36 31,160
ROSITA DR WILDOMAR TRAIL OPALO RD 700 36 24,996
ROSITA DR OPALO RD AMATISTA AVE 886 36 31,221
ROSITA DR AMATISTA AVE CDS - END 358 32 13,591
RUBI CT EL DIAMANTE DR CDS - END 314 32 12,218

SAFIRO CT
EL DIAMANTE DR CDS - END 533 32 18,960
SENNA DR EL DIAMONTE DR IODINE SPRINGS RD 595 36 21,178 SENNA DR IODINE SPRINGS RD PERLA PL 725 36 25,487
SENNA DR PERLA PL CDS - END 555 32 20,526
TOPACIO CT AMATISTA AVE CDS - END 564 32 20,081
TRIG RD LA ESTRELLA ST SENNA DR 141 36 5,169
VERONA CT AMATISTA AVE CDS- END 455 32 16,473
1,061,409 Sqft
Streets
Beg Location End Location Length, LF Width, LF True Area, SF MEADOW PARK CIR LA ESTRELLA ST CDS - END 744 36 28,458
VERANDA CIR LA ESTRELLA ST CDS - END 451 36 18,750
COVINGTON DR CLINTON KEITH RD CHESTERFIELD LN 871 36 31,349 CAMELOT CIR YORKSHIRE WY CDS - END (SOUTH) 295 36 13,350 CAMELOT CIR YORKSHIRE WY CDS - END (NORTH) 380 36 17,060 CARRINGTON ST CLINTON KEITH RD DEVONSHIRE LN 556 36 21,206 DEVONSHIRE LN CHESTERFIELD LN CDS - END 630 36 25,395
CHESTERFIELD LN COVINGTON DR CDS - END 959 36 38,047
YORKSHIRE WY COVINGTON DR CAMELOT CIR 288 36 10,150
CORNICOPIA WY VIA SARAH CL (MURRIETA) 180 36 7,226
DAVID LN VIA SARAH NORTH END 1385 36 42,263
MICHAEL CT VIA SARAH CDS - END 352 36 14,403
SEAGRASS TRL DAVID LN VIA SARAH 1118 36 38,650
VIA SARAH CORNUCOPIA WY WINKLER ST 1530 36 53,984
VIA SARAH WINKLER ST NUTMEG ST 990 36 36,138
WINKLER ST VIA SARAH SEAGRASS TRL 958 36 33,231
429,660 Sqft

EXHIBIT A

EXHIBIT B
697
Streets Beg Location End Location Length, LF Width, LF True Area, SF SATINWOOD LN SUMMER DAIN LANE ELIZABETH LANE 312 28 9,504 SUMMER DAIN LN PRIELIPP RD CDS - END 975 28 33,369
MAHOGANY WOOD CT SUMMER DAIN LANE CDS - END 285 28 9,705 TEAKWOOD CT CDS - END (WEST) CDS - END (EAST) 675 28 28,617 TIGER MAPLE ST SUMMER DAIN LANE TEAKWOOD COURT 270 28 7,594 ELIZABETH SOUTH CL (MURRIETA) PRIELIPP RD 992 36 32,820 121,609 Sqft
Streets Beg Location End Location Length, LF Width, LF True Area, SF ALDER GLEN LN TRAIL RIDE LANE CATT ROAD 173 28 6,176
CATT RD ALDER GLEN LN PALOMAR ST 550 28 17,335
DELCA LN EMPIRE PEAK LANE PALOMAR ST 891 28 23,741
EMPIRE PEAK LIN TRAIL RIDE LANE MEADOW CREEK LANE 1221 28 39,858 FORTUNADO WAY GOLDEN POPPY LANE MCVICAR STREET 393 28 12,508 GOLDEN POPPY LN FORTUNADO WAY RIVERSTONE CIRCLE 570 28 18,222 MEADOW CREEK LN EMPIRE PEAK LANE ROLLING BROOK LANE 649 28 21,865 POPPY FIELD CT EMPIRE PEAK LANE CDS - END 341 28 14,118 RIVERSTONE CIR GOLDEN POPPY LANE CDS - END 176 28 9,931 ROLLING BROOK LN TRAIL RIDE LN DELCA LANE 585 32 18,194 ROLLING BROOK LN DELCA LANE MEADOW CREEK LN 595 32 18,224 TRAIL RIDE LN EMPIRE PEAK LANE ROLLING BROOK LANE 630 28 20,952 TRANQUILITY CIR GOLDEN POPPY LANE CDS - END 190 32 8,761 WANDERING RILL CT EMPIRE PEAK LANE CDS - END 332 28 13,300 243,185 Sqft
Location Length, LF Width, LF Approx. SF
N/A N/A 34,000
Location Length, LF Width, LF Approx. SF
N/A N/A 51,000
Streets Beg Location End Location Length, LF Width, LF True Area, SF MEADOW RIDGE LN PALOMAR ST CDS - END 974 36 35,058
MEADOW GLEN CT MEADOW RIDGE LN CDS - END 549 32 21,140
WHISPERING GLEN TRL MEADOW RIDGE LN CDS - END 1059 32 37,979 OAK HOLLOW CT WHISPERING GLEN TRL CDS - END 266 32 8,892 SHADOW CANYON TRL PALOMAR ST WHISPERING GLEN TRL 660 32 22,756 FALLING LEAF CT SHADOW CANYON TRL CDS - END 354 32 14,566 140,391 Sqft
Streets Beg Location End Location Length, LF Width, LF True Area, SF SMITH RANCH RD CLINTON KEITH RD CRIMSON LASSO DR 229 52 10,570 CRIMSON LASSO DR SMITH RANCH RD HITCHING POST LN 533 36 22,594 HORSESHOE CT CRIMSON LASSO DR CDS - END 418 28 14,540
HITCHING POST LN STIRUP DR CRIMSON LASSO DR 280 36 11,855 STIRUP DR LIPIZZAN LN HITCHING POST LN 247 36 9,310
BAY ROAN CT LIPIZZAN LN CDS - END 311 28 11,588
MERIDIAN CT LIPIZZAN LN CDS - END 319 28 11,765
GELDING CT MUSTANG SPIRIT LN CDS - END 321 28 12,701
MUSTANG SPIRIT LN HOOFPRINT DR GELDING CT 1570 36 55,415 MUSTANG SPIRIT LN GELDING CT CDS - END 515 28 17,569
LIPIZZAN LN MUSTANG SPIRIT LN HOOFPRINT DR 1239 36 45,087 HOOFPRINT DR LIPIZZAN LN BRIDLEPATH LN 450 36 18,309
BRIDLEPATH LN CLINTON KEITH RD HOOFPRINT DR 173 36 7,528 248,831 Sqft

EXHIBIT F
City Hall Parking Lot
Marna O'Brien Parking Lot

ADDITIVE EXHIBIT G

ADDITIVE EXHIBIT H

EXHIBIT E

EXHIBIT C

EXHIBIT D
698
699
700
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
Agreement for Construction Services

743
1 PUBLIC WORKS CONTRACT
This contract (“Contract”) is effective as of February 10, 2026, and is between the CITY OF WILDOMAR, a California municipal corporation (“ Owner”), and All American Asphalt , 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 Bundy Canyon Road Rehab Project, CIP 057 -3, and the Slurry Seal Project, CIP 058 -3 (“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)
Notice to Proceed
This Contract
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
744
2 Exhibit B – Insurance
The Work.

The Work (“ Work”) to be performed by the 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 50 working 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 745
3 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.

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 one thousand dollars ($1,000.00) 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 mea sures 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 fro m 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 defens e 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. 746
4 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.

Except as to any charges for the Work performed that Owner disputes and excluding the Owner’s standard five-percent (5%) 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 th e 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.

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 websit e:
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 rat e 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 L abor 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 calenda r 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 747
5 paid to each Worker for each calendar day, or portion thereof, for which each Worker was paid less than the prevailing wage rate.

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 W ork 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 sub contractors 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 app renticeship 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, demol ition 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 LCPt racker. 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 on ly under Labor Code section 1771.1(a)].
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6 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.

Contractor is responsible for compliance with this section, and must include these non - discrimination 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 t he 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 749
7 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 sol e 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, dama ges, penalties, fines, judgments, liens, levies, and associated investigation and administrative expenses. Such 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 upo n 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 C ontractor 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, includi ng 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 deter mination 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.
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8 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.

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 210
Wildomar, CA 92595
Attention: Cameron Luna
Phone: (951) 677-7751 ext. 245
Fax: (951) 698-1463
Email: [email protected]

To Contractor: All American Asphalt
400 E. 6th St., Corona, CA 92879
Attention: Edward J. Carlson, Vice President
Phone: 951-736-7600
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:

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.
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9 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 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 n ot 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 effec ted 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.
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10 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 rights and remedies under the Contract including, without limitation, claim s, 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. 753
11 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.

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 754
12 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 sect ion, 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 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 extensi on, 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 is sues 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 755
13 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 po rtion 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.

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 re ason 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 subcon tractor 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. 756
14 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 O wner 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.

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, re cords, 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.
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15 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 r ules. 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:

OWNER: CITY OF WILDOMAR

Chris Mann, City Manager
ATTEST:

Janet Morales Garcia, City Clerk

APPROVED AS TO FORM

Thomas D. Jex, City Attorney

CONTRACTOR: ALL AMERICAN ASPHALT
(If not an individual, two signatures are required)

Edward J. Carlson, Vice President

Michael Farkas, Secretary
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16 EXHIBIT A

COMPENSATION
The total compensation under this Contract may not exceed:

The sum of Two Milli on, Five Hundred Six ty-Seven T housand, Six Hund red Sixty -Six Dollars and Two Cents (2,567,666.02)

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17 EXHIBIT B

INSURANCE

1. General Requirements . Contracto r 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 Per Occurrence 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 760
18 officers, officials, employees, or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.

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 leas es nor owns vehicles, this requirement may be satisfied by a non - owned 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 $3,000,000 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 Con tractor 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.
761
19 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 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 ar e 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 endorsemen ts 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 insuranc e proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the Entity.

762
20 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.

763
21 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)
764
22 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
765
23 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 Californ ia, 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 percen t (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, alt eration or modification of 766
24 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:

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
767
25 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.

768
26 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 amou nt 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 furthe r 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, alt eration or modification of 769
27 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
770
28 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.

771
41571 Corning Place #101 ■ Murrieta , California 92562 ■ Telephone 951.304.2300 ■ www.geoconinc.com

Proposal No. MU-26-0057-P-GT
January 28, 2026

Mr. Cameron Luna
City of Wildomar
23873 Clinton Keith Road, Suite 201
Wildomar, California 92595

Subject: PROPOSAL FOR GEOTECHNICAL OBSERVATION AND TESTING SERVICES DURING

ROADWAY IMPROVEMENTS
BUNDY CANYON ROAD FROM STATION 10+39 TO 66+90 &
STATION 112+88 TO 239+86
CIP 057-3/058-3

WILDOMAR, CALIFORNIA

Mr. Luna:

Geocon West, Inc. (Geocon ) is pleased to present this proposal to provide geotechnical observation and testing services for roadway improvement construction along Bundy Canyon Road in Wildomar , California. This proposal was prepared based on information provided in the project Bid Documents , Bid Document Addendum No.1, the plans, and Geocon’s experience with similar projects.

An overall construction duration of 50 working days is provided in the project Bid Documents .

A detailed 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 on 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 and Geocon’s 2026 Schedule of Fees. 772

City of Wildomar Bundy Canyon Road
Proposal for Geotechnical and Testing Services

Geocon Proposal No. MU-26-0057-P-GT - 2 - January 28, 2026

SCOPE OF SERVICES
• Attendance at a pre-construction meeting.
• 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 roadway improvements. The Technician will be equipped with a vehicle and sufficient field-testing equipment to provide test results and collect samples for laboratory testing.

We have estimated 8.5 hours per day for 6 weeks.
• Perform inspection of crack 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 and the Green Book. 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 2026 Schedule of Fees.
• 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, lab test reporting, 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 2026 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 project s. Geocon will only bill for the time and services spent on the project in accordance with the Schedule of Fees.

773

City of Wildomar Bundy Canyon Road
Proposal for Geotechnical and Testing Services

Geocon Proposal No. MU-26-0057-P-GT - 3 - January 28, 2026

Table 1 – Fee Estimate
Personnel Rate Qty Estimate
Observation/Testing during Improvements & Paving Engineering Technician $148.00 255 $37,740.00 Vehicle & Equipment $20.00 255 $5,100.00
$42,840.00
Geotechnical Laboratory Testing
Maximum Density/Optimum Moisture Laboratory $400.00 4 $1,600.00 Hveem D2726 Laboratory $250.00 3 $750.00
Stabilometer Value D1560 Laboratory $250.00 1 $250.00
Sieve Analysis of Extracted Asphalt D5444 Laboratory $275.00 1 $275.00 Extraction D6307 Laboratory $200.00 1 $200.00
Slurry Seal Testing Laboratory $1,000.00 1 $1,000.00
Miscellaneous Laboratory Testing & Reporting Laboratory $1,000.00 1 $1,000.00 Sample Pick Up & Delivery Technician/Lab Tech $158.00 10 $1,580.00 $6,655.00
Professional Project Support
Project Management, QA/QC, Meetings, Etc… Project Manager $145.00 36 $5,220.00 Project Coordination/Scheduling, QA QC Administrative $105.00 12 $1,260.00 Final Letter Report Project Engineer/GE/Word Processing $2,000.00 1 $2,000.00 $8,480.00
ESTIMATE: $57,975.00
Subtotal:

Subtotal:

Activity Description
Geotechnical Services
Geotechnical Observation & Testing Services
Subtotal:

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 attached 2026 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; however, it is not subject to the Skilled and Trained Workforce . If the Client should conclude that the aforementioned is not correct , please so advise Geocon in writin g immediately. If failure to advise Geocon results in additional costs to Geocon, Client will reimburse Geocon for all costs and expenses. 774

City of Wildomar Bundy Canyon Road
Proposal for Geotechnical and Testing Services

Geocon Proposal No. MU-26-0057-P-GT - 4 - January 28, 2026

LIMITATIONS
Please carefully review the contents of this Proposal/Schedule of Fees. We will commence with the scope of services outlined herein upon receipt of your written authorization. Services will be provided by Geocon pursuant to this Proposal/Schedule of Fees and the On-Call Services Agreement.

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 and 2782.8 and such agreement is expressly integrated into and made a part of any and all contracts or agreements entered into between the parties.

Please be advised that if Geocon is required to provide an immediate defense to Client pursuant to a claim alleging the negligence of Geocon, Client will be billed on a time and materials basis for such defense in accordance with Geocon’s Schedule of Fees, and if there is a final determination by a court of competent jurisdiction that a portion of the damages awarded in connection with a claim were caused by or attributable to Geocon, then Geocon shall be obligated to reimburse Client for that portion of the defense costs reasonably incurred by Client which is attributable to the portion of the damages caused by or attributable to Geocon. Notwithstanding the foregoing, under no circumstances shall Geocon be liable for providing an immediate defense to Client for any claim not alleging the negligence or other liability of Geocon.

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.

Kai B. Parker
Field Supervisor/Project Manager
Lisa A. Battiato, CEG
Regional Manager/Senior Geologist

KBP:LAB:hd

Attachments: 2026 SOF
Distribution: Addressee (email)

775
$ 105 Distilled Water (5-gallon) 50 $
105$ Bailer (Reusable) (/Day) 35 $
$ 93 Bailer (Disposable) 15 $
98$ Stainless Sampling Pump (/Day) 150 $
$ 119 Battery-Powered Pump (/Day) 75 $
Water Level Indicator (/Day) 50 $
Interface Probe (/Day) 125 $
135$ Photo-Ionization Meter/Combustible Gas Meter (/Day) 150$ 135$ Generator or Air Compressor (/Day) 150 $
145$ pH/Conductivity/Temperature Meter (/Day) 150 $ 155$ Turbidity Meter (/Day) 80 $
165$ Air Sampling Pump (/Day) 80 $
190$ Level D PPE/Decon Rinse Equipment (/Day) 50 $ 225$ Concrete Coring Equipment (/Day) 350 $
425$ Limited Access (Beaver) Drilling Machine (/Day) 600 $ 550$ 55-Gallon Drum 120 $
600$ Visqeen (6 mil 20X100’) (/roll) 135 $
Traffic Cones/Barricades (/Day) 35 $
TPHg(EPA 8015B) 70 $
TPHd/TPHmo (EPA 8015M) 75 $
TPH Carbon Chain Breakdown (EPA 8015M) 125 $
Methanol and/or Ethanol (EPA 8015M) 125 $
Volatile Organic Compounds (EPA 8260B) 180 $
Semi-Volatile Organic Compounds (EPA 8270) 325 $
PAHs (EPA 8270SIM) 195 $
CAM 17 Metals (EPA 6010B) 195 $
Single Metal (EPA 6010B) 125 $
Hexavalent Chrome (EPA 7199) 100 $
Organochlorine Pesticides (EPA 8081) 155 $
Organophosphorus Pesticides (EPA 8141) 155 $
Chlorinated Herbicides (EPA 8151) 155 $
350$ PCBs (EPA 8082) 130 $
1$ Soil pH (EPA 9045C) 50 $
WET or TCLP Extraction 110 $
10$ EPA 5035 Sample Kits 40 $
10$ Asbestos (PLM) 35 $
5$ Asbestos (400-point count) 50 $
30$ Sample Compositing 40 $
200$ Turnaround options: 24 hr (/surcharge) 100% 160$ 48 hr (/surcharge) 75% 200$ 72 hr (/surcharge) 40% 75$
400$
100$
Personnel Regular Hourly Rate Minimum Fee per call-out (if 4 hours or less): 4-Hour minimum, (if more than 4 hours and less than 8 Hours): 8-Hour minimum Short-Notice Cancellation, 4 Hours (if after 4 pm the day before the scheduled inspection or upon/after arrival at the job site)
*Prevailing Wage (PW) – California Labor Code §1720 et seq.:
add $55/hr. + cumulative DIR rate increases after January 1, 2026 LA City Deputy Grading Inspector (Bottom Approval / Shoring / Foundations / Piles) (/Hr) *
Subsistence (Per Diem/Day)
Vehicle Mileage (/Mile)
Nuclear Density Gauge / Sand Cone Testing Equipment (/Hr) Vehicle (/Hr)

EQUIPMENT, MATERIALS, & ANALYTICAL TESTS
Special Inspection Equipment (/Hr)
Asphalt Cold Patch or Concrete, 60-lb. sack
Double Ring Infiltrometer Equipment (/Day)
GPS Unit (/Day)
Pick-up Truck (/Day)
Water Buffalo (/Day)
Dynamic Cone Penetrometer (/Day)
Hand-Auger (/Day)
Sunday and Holiday Rate 2 X Regular Hourly Rate
Overtime/Saturday Rate/Night Rate (6 pm – 6 am w/ 8-Hour minimum per call out)

1.5 X Regular Hourly Rate
Principal Engineer/Geologist/Litigation Support (/Hr)
Attorney Fees (General) (/Hr)
Deposition or Court Appearance (/Hr)
Senior Staff Engineer/Geologist (/Hr) *
Project Engineer/Geologist (/Hr) *
Senior Project Engineer/Geologist (/Hr) *
Senior Engineer/Geologist (/Hr) *
Associate Engineer/Geologist (/Hr) *
2026 Schedule of Fees
FEES WILL INCREASE BY 3% ANNUALLY AT THE START OF EACH CALENDAR YEAR, ROUNDED UP TO THE NEAREST DOLLAR, FOR THE DURATION OF THE CONTRACT

PROFESSIONAL SERVICES
Word Processor / Non-Technical Assistant / Draftsman / Dispatcher (/Hr) Engineering Assistant/Lab Technician. (/Hr)
Engineering Field Technician (Earthwork/Compaction Testing/Backfill) (/Hr) * Special Inspector (Concrete/Rebar/Masonry/Welding/etc) (/Hr) * Engineering Inspector (Bottom Approval / Shoring / Foundations / Piles) (/Hr) * Field Supervisor/Public Works Inspector/Building Inspector * Staff Engineer/Geologist (/Hr) *
TRAVEL

EQUIPMENT, MATERIALS, & ANALYTICAL TESTS
$ 135
1 of 4 776
(A370/A1034) Tensile - Mechanically Spliced Bar
400$ #11 Bar & Smaller 225 $
400$ #14 Bar & Larger 275 $
400$ (A370) Tensile – Electric Resist. Butt Splice w/ Control 225$ 175$ (A370) Straightening of bar (if required) 100 $ 250$ Structural Steel Tests:
100$
400$ (A370) Tensile Strength & Elongation
150$ Up to 200,000 lbs 175 $
200,000 – 300,000 lbs 200 $
450$ 300,000 – 400,000 lbs 225 $ 450$ SOIL AND AGGREGATE PROPERTIES
700$ (D422/T88) Particle Size Analysis, Hydrometer 400 $ 200$ (C136/D6913/T27) Sieve, Coarse to Fine w/ #200 Wash 225$ 700$ (C136/D6913/T27) Sieve, Coarse or Fine w/ #200 Wash 200$ (C136/D6913/T27) Sieve, Coarse or Fine No #200 Wash 175$ 250$ (C117/D1140/T11) Materials Finer than #200 150 $ 125$ (D2216/T265/CT226) Moisture Content 50 $
175$ (D2487/D2488) Visual Soil Classification 50 $ 175$ (D2937) Density of In-Place Soil, Drive-Cyl. Method 50 $ 150$ (D4943) Shrinkage Factors of Soils, Wax Method 75 $ (C131/C535/CT211) L.A. Abrasion Resistance 350 $
400$ (C142/T112) Clay Lumps and Friable Particles 225 $ 350$ (C123/T113) Light Weight Particles 300 $
350$ (D3744/CT229/T210) Durability Index Fine 250 $ 150$ (D3744/CT229/T210) Durability Index Coarse 250 $ 100$ (CT227) Cleanness Value 250 $
500$ (D4791) Flat & Elongated Particles 250 $
150$ (D693/CT205) Percent Crushed Particles 225 $ 1,000$ (D5821) Percent. of Fractured Particles, Coarse Aggregate 225$ 200$ (C40/CT213/T21) Organic Impurities 150 $
150$ (C235) Soft Hardness (Scratch Hardness) 130 $ 100$ (C88/CT214/T104) Sulfate Soundness 600 $
150$ (C1252/T304) Uncompact. Void Content, Fine Aggregate 225$ 150$ (C127/CT206/T85) Coarse Specific Gravity 200 $ 350$ (C128/CT207/T84) Fine Specific Gravity 225 $ (D854/CT209/T100) Specific Gravity of Soil 250 $
(C29/CT212/T19) Unit Weight & Percent Voids 150 $
(D2419/CT217/T176) Sand Equivalent 200 $
150$ (D4318/CT204/T89/T90) Plastic Index (Plastic/Liq. Limit) 350$ 175$ (D4318/CT204/T89) Liquid Limit 175 $
200$ (D4318/CT204/T90) Plastic Limit 175 $
(C330) Spec. for Lightweight Aggregates, Struc. Concrete Quote 100$ SHEAR STRENGTH
125$ (D2166) Unconfined Compression $175/ea 175 $ (D3080/T236) Direct Shear (3 Points) 450 $
(D3080/T236) Remolded Direct Shear (3 points) 550$

PERMEABILITY, CONSOLIDATION, AND EXPANSION

CHEMICAL ANALYSIS

COMPACTION CURVES

SOIL AND AGGREGATE STABILITY

STEEL TESTING
#11 Bar & Smaller
#14 & #18 Bar
(A370/A615/A706) Tensile Strength & Elongation
#11 Bar & Smaller
#14 Bar
#18 Bar (Proof Test)
(A370/A615/A706) Bend Test
(D4546) Swell/Settlement Testing & Density (ea. addtl. pt.) (D4546) Swell/Settlement Testing & Density (County)
(D4546) Swell/Settlement Testing & Density (FHA)
(D4829) Expansion Index of Soils
Reinforcing Steel Tests:
(D2435/T216) Consolidation (6 pts. w/ Unload)
(D2435/T216) Consolidation Additional Point w/ Unload
(D2435/T216) Time Rate Consol. (6 pts. w/Unload)
(D2435/T216) Time Rate Consol. Add’l. Point w/Unload
(D4546) Swell/Compression Testing & Density
(D5084) Permeability, Flexible Wall
(D5856) Permeability, Rigid Wall
(D2434) Permeability, Constant Head
(D2434) Permeability, FHA Slab-on-Grade
(D2434) Permeability, Hourly
(G187/CT643/T288) pH and Resistivity
(D4972/T289) pH Only
(CT417/T290) Sulfate Content
(CT422/T291) Chloride Content
(D2974) Organic Content
(D2844/CT301) Resistance Value
(D2844/CT301) Resistance Value, Treated
(D1883) California Bearing Ratio
(C977) Stabilization Ability of Lime
(D1883) Calif. Bearing Ratio (Army Corps of Engineers)
Check Point
(D1632/CT312) Soil Cement Cyl. Fabrication (Set of 3)
(D1632/CT312) Soil Cement Cyl. Fabrication (Addtl. Spec.) (D1633/CT312) Soil Cement Comp. Strength (Set of 3)
(D1633/CT312) Soil Cement Comp. Strength (Addtl. Spec.)

LABORATORY TESTS
(D698/D1557/T99/T180) 4-inch mold
(D698/D1557/T99/T180) 6-inch mold
(CT 216) California Impact

LABORATORY TESTS
(A370) Machining & Prep of Test Specimen Cost + 20% 2 of 4 777
200$ Spray Applied Fireproofing:
200$ (E605/E736) Fireproofing Oven Dry Density/Thickness 175$ 250$ (C1314) 12”x12”x16” – 12”x16”x16” 275 $
450$ (C1314) Larger than 12”x16”x16” Quote
450$ Brick Test (Set of 5 Specimens):
500$ (C67) 24-Hour Absorption, Cold Water (/set) 300 $ 700$ (C67) 5-Hour Absorption, Boiling Water (/set) 300 $ (C67) Compression Test or Modulus of Rupture (/set) 300$ (C67) Each Additional Specimen 100 $
350$ CONCRETE**
125$ Mix Designs:
300$ (ACI211/ACI214) Concrete Mix Design 1,000 $ 125$ (ACI211/ACI214) Review of Concrete Mix Design 600 $ 350$ (C192) Concrete Trial Mix (includes equipment & labor) 1,000$ 40$ Concrete Properties:
45$ (C39/CT521/T22) Comp. Strength, Concrete Cyl. 40 $ (C42/CT521/T22) Comp. Strength, Concrete/Gunite Core 75$ 250$ (C78/CT523) Flex. Strength of 6”x6”x21” Concrete Beam 125$ 250$ (C174) Length Measuring of Drilled Cores 100 $ (C1140) Shotcrete Panel-Coring & Testing (Set of 3) 400$ 250$ (C1140) Shotcrete Panel (each addtl. specimen) 150 $ 300$ (C469) Static Modulus of Elasticity 300 $
(C426) Drying Shrinkage (Set of 3, up to 28 days) 650$
150$ (C642) Spec. Gravity, Absorp., Voids in Hardened Concrete 125$ 150$ (F1869) Vapor Emission Rate, Concrete Subfloor 150 $ 100$
100$
100$
Quote
Initial Set-Up & Baseline Readings (Each) 3,000 $
355$ Installation (Two Stations) 3,500 $
Installation (Each Additional Station) 2,000 $
Meetings, Additional Reporting (Hourly) 160 $
125$ Monitoring (Monthly) 6,000 $
250$ Monitoring (Weekly) 2,000 $
200$ Monitoring (Daily) 500 $
275$ Emergency Site Visit 640 $
200$
125$
· Utility Locating
350$ · Seismic Remi Study
450$ · Multichannel Analysis of Surface Waves
· Electrical Resistivity Tomography
500$ · Refraction Study
· Underground Storage Tank Evaluation

LABORATORY TESTS

VIBRATION MONITORING SERVICES
*2X Surcharge on rush turnaround for laboratory testing. **Fee applies for sample storage, testing, or disposal.

Use of Universal Testing Machine:

UTM with One Operator
Additional Technician Regular Tech Rate Machining & Prep of Test Specimen Cost + 20% (D5444) Sieve Analysis of Extracted Asphalt
(D6307/CT382) Percent Asphalt, Ignition Method
(D1188) Unit Weight of Asphalt Core
100 Ton & Under
101 Tons – 200 Tons
(E381) Macrotech Test (3 Faces)
(D2726/CT308/T166) Bulk Spec. Grav. Compacted HMA
(D1560/CT366) Stabilometer Value (HVEEM)
(D6307) Asphalt Ignition
(F3125/A563) Proof Load Test on Nuts
(F3125/A325/A490) Hardness Test on Bolts
(F3125/A536) Hardness Test on Nuts
(F3125/F436) Hardness Test on Washers
(E164) Ultrasonic Examination
Pre-stressing Wire & Tendon Tests:
(A421) Tensile Strength, Single Wire
(A416) Tensile Strength, 7-Wire Strand
High Strength Bolt, Nut, & Washer Tests:
(F3125/A325/A490) Tensile Test on Bolts
Concrete Block Test (Sets of 3 Required):

Masonry Prism (Assemblage):

Weld Specimen Tests:

Asphalt Properties:

Calibration of Hydraulic Ram:

ASPHALT TESTING

MISCELLANEOUS TESTING SERVICES
(C140) Unit Weight Moisture Content & Absorption $350/ea (C140) Moisture Content/Absorption (ea. addtl. specimen) (C140) Compression Test
(C140) Compression Test (ea. addtl. specimen)
(C426) Linear Drying Shrinkage
(C109/UBC 21-16) Mortar Cylinder (2”x4”)
(C1019/UBC 21-19) Grout Prism (3”x3”x6”), trim included (C1314) 8”x8”x16” – 8”x12”x16”
(C1314) 8”x16”x16” – 10”x12”x16”
MASONRY**
(D4767) Consolidated-Undrained Triaxial Shear
(D4767) Consolidated-Undrained Triaxial Staged
(EM1110) Consolidated-Drained Triaxial Shear
(EM1110) Consolidated-Drained Triaxial Staged
(D3080/T236) Direct Shear Addtl.Points/ea. residual pass (D2850) Unconsolidated-Undrained Triaxial Shear
(D2850) Unconsolidated-Undrained Triaxial Staged

LABORATORY TESTS

UTILITY LOCATION/GEOPHYSICAL SERVICES
(REQUEST QUOTATION)
3 of 4 778

1. 2.

3. 4.

5. 6.

7. TERMS AND CONDITIONS
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$240,000or 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 that may arise on account of Geocon’s actions or inactions.

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.

Saturday, night work, and overtime hours are charged at time and one-half; Sundays and holidays at double time. Per diem is $305.00 per day when the location of work dictates.

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 the closest office in accordance with the stated hourly rates herein, with a minimum two-hour charge.

Invoices will be submitted at four-week intervals. Terms of payment are met upon presentation of the 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 the collection of any delinquent amount will be paid by Client to Geocon per Geocon's current fee schedule.

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$120,000or 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.

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.
4 of 4 779
Cit
y of Wildomar

JUSTIFICATION OF SOLE SOURCE/

SOLE BRAND REQUEST
SOLE
SOURCE: Item is manufactured and/or only distributed by one vendor.

SOLE BRAND: Bids will be solicited for the requested brand only.

VENDOR/BRAND NAME: LaBelle Marvin, Inc.

BRIEF DESCRIPTION OF PURCHASE: Service Provider for TYPE II PME RAP Slurry Seal Testing Please answer all questions in detail in order to prevent delays in evaluation.

1. Why is the acquisition restricted to this good/service/supplier? (Explain wh y the acquisition can not be competitively bid.)
Testing of reclaimed asphalt pavement (RAP) slurry seal requires specialized kn owledge of the product and specialized testing equipment and experience to ensure the materials conform to the Project specifications.

LaBelle Marvin is a well-known firm with extensive experience and knowledge in specialized testing of slurry seal materials, including providing testing services for the City’s previo us RAP slurry seal projects in FY 2021-2022 (CIP 058-1) and FY 2023-20 24 (CIP 058-2). LaBelle Marvin provides testing services to many jurisdictions, including nearby local agen cies, and has the ability to perform all of the required RAP slurry material testing for the Project.

2. What are the consequences of not purchasing the good/service or contracting with the proposed supplier? Stringent material testing is required throughout the placement of the RAP slurry seal for quality control and quality assurance, since this material is a hybrid product and is not a traditional slurry seal made with virgin aggregate. Not performing the req uired testing procedures properly cou ld result in acc eptance of a no n- compliant product.

3. What market research was conducted to substantiate no competition, in cluding evaluation of other items considered? (Pro vide a n arrative of yo ur efforts to identify other similar or appropriate goods/services, including a summary of ho w the department concluded that such alternatives are either inappro priate o r unavailable. The names, ad dresses an d phone numb ers of suppliers co ntacted and the reason s for not considering them must be includ ed or an explanation o f why the survey or effo rt to identify oth er goods/services was not performed.)
City Staff have researched what best practices for material testing and compliance among other Pu blic Agencies in the region who utilize for RAP Slurry Seal for street maintenance and preservation. Specifically, given the unique material properties of RAP Slurry Seal, City staff has found LaBelle Marvin to be the most qualified firm that is locally available to properly perform wet track abrasion testing (WTAT) for this material.

4. How was the price offered determined to be fair and reasonable? (Explain what the basis was for comparison and include cost analyses as applicable.)
The service provider’s price was a result of direct negotiation. City Staff com pared cost proposals for CIP 058-3 to prior proposals of similar scope of work (CIP 058-1, CIP 05 8-2), with considerations to annual inflation, increases to Prevailing Wage as determined by the State’s Department of Industrial Relations, and evaluating economies of scale due to quantity differences in the amount of RAP slurry seal amount per Project. 780

5. Descr
ibe any cost savings realized or costs avoided by acquiring the goods/services from this supplier.

Improper construction metho ds and/or material testing during the RAP slurry seal process could result in rework or City acceptance of a non-compliant product. Sufficient funds are available in the Project budget for Construction Administration/Inspection
to cover material testing costs, and no supplemental funds are required.

I a
m aware of the City of Wildomar requirements for competitive bidding established in the municipal code Chapter 3.24 Purchasing of Supplies and Equipment. As an authorized department representative, I have gathered the required technical information and have made a concentrated effort to review comparable/equal equipment.

Requestor:

Print & Sign Department Date
Department Head:

Print & Sign Date
PURCHASING:

Print & Sign Date
Cameron Luna P ublic Works 02 /04/2026
781

AGREEMENT FOR SERVICES

By and Between

THE CITY OF WILDOMAR,
a municipal corporation

and

LABELLE MARVIN, INC.,
A California corporation
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AGREEMENT FOR SERVICES

BETWEEN

THE CITY OF WILDOMAR, CALIFORNIA
AND
LABELLE MARVIN, INC.

This Agreement for Services (“Agreement”) is entered into as of this 10 th day of February, 2026 by and between the City of Wildomar, a municipal corporation (“City”) and LaBelle Marvin, a California corporation (“Service Provider”). City and Service Provider are sometimes hereinafter individually referred to as “Party” and hereinafter collectively referred to as the “Parties.”

RECITALS
A. City has sought, by direct negotiation, the performance of the services defined and described particularly in Section 2 of this Agreement.

B. Service Provider, following submission of a proposal for the performance of the services defined and described particularly in Section 2 of this Agreement, was selected by the City to perform those services.

C. Pursuant to the City of Wildomar’s Municipal Code, City has authority to enter into this Services Agreement and the City Manager has authority to execute this Agreement.

D. The Parties desire to formalize the selection of Service Provider for performance of those services defined and described particularly in Section 2 of this Agreement and desire that the terms of that performance be as particularly defined and described herein.

OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained here and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:

SECTION 1. TERM OF AGREEMENT.

Subject to the provisions of Section 20 "Termination of Agreement" of this Agreement, the Term of this Agreement is for one (1) year (“Initial Term”) commencing on the date first ascribed above.

SECTION 2. SCOPE OF SERVICES & SCHEDULE OF PERFORMANCE. (a) Scope of Services . Service Provider agrees to perform the services set forth in Exhibit “A” “Scope of Services” (hereinafter, the “Services”) and made a part of this Agreement by this reference.
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(b) Schedule of Performance. The Services shall be completed pursuant to the schedule specified in Exhibit “A.” Should the Services not be completed pursuant to that schedule, the Service Provider shall be deemed to be in Default of this Agreement. The City, in its sole discretio n, may choose not to enforc e the Default provisions of this Agreement and may instead allow Service Provider to continue performing the Services.

SECTION 3. ADDITIONAL SERVICES.

Service Provider shall not be compensated for any work rendered in connection with its performance of this Agreement that are in addition to or outside of the Services unless such additional services are authorized in advance and in writing in accordance with Section 26 “Administration and Implementation” or Section 28 “Amendment” of this Agreement. If and when such additional work is authorized, such additional work shall be deemed to be part of the Services.

SECTION 4. COMPENSATION AND METHOD OF PAYMENT.
(a) Subject to any limitations set forth in this Agreement, City agrees to pay Service Provider the amounts specified in Exhibit “B” “Compensation” and made a part of this Agreement by this reference. The total compensation, including reimbursement for actual expenses, shall not exceed Sixty -Six Thousand Seven Hundred Sixty-Seven dollars ($66,767), unless additional compensation is approved in writing in accordance with Section 26 “Administration and Implementation” or Section 28 “Amendment” of this Agreement. In accordance with California Government Code Section 8546.7, if the Not to Exceed Amount exceeds TEN THOUSAND DOLLARS ($10,000.00), this Agreement and the Service Provider's books and records related to this Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of the City, for a period of three (3) years after final payment under the Agreement. (b) Each month Service Provider shall furnish to City an original invoice for all work performed and expenses incurred during the preceding month. The invoice shall detail charges by the following categories: labor (by sub- category), travel, materials, equipment, supplies, and sub-Service Provider contracts. Sub-Service Provider charges shall be detailed by the following categories: labor, travel, materials, equipment and supplies. If the compensation set forth in subsection (a) and Exhibit “B” include payment of labor on an hourly basis (as opposed to labor and materials being paid as a lump sum), the labor category in each invoice shall include detailed descriptions of task performed and the amount of time incurred for or allocated to that task. City shall independently review each invoice submitted by the Service Provider to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. In the event that no charges or expenses are disputed, the invoic e shall be approved and paid according to the terms set forth in subsection (c). In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Service Provider for correction and resubmission.
(c) Except as to any charges for work performed or expenses incurred by Service Provider which are disputed by City, City will use its best efforts to cause Service 784
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Provider to be paid within forty-five (45) days of receipt of Service Provider’s correct and undisputed invoice.
(d) Payment to Service Provider for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Service Provider.

SECTION 5. INSPECTION AND FINAL ACCEPTANCE.

City may inspect and accept or reject any of Service Provider’s work under this Agreement, either during performance or when completed. City shall reject or finally accept Service Provider’s work within sixty (60) days after submitted to City. City shall reject work by a timely written explanation, otherwise Service Provider’s work shall be deemed to have been accepted. City’s acceptance shall be conclusive as to such work except with respect to latent defects, fraud and such gross mistakes as amount to fraud.

Acceptance of any of Service Provider’s work by City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Section 16 “Indemnification” and Section 17 “Insurance.”
SECTION 6. OWNERSHIP OF DOCUMENTS; EXCEPTIONS; WARRANTY Except as otherwise provided below, all documents, data, studies, drawings, maps, models, photographs and reports prepared by S ervice Provider (collectively, “Documents”) under this Agreement are City’s property. Service Provider may retain copies of such Documents as desired but will deliver all original materials to City upon City’s written notice. City agrees that use of S ervice Provider’s completed work product, for purposes other than identified in this Agreement, or use of incomplete work product, is at City’s own risk. Service Provider warrants that all Documents it drafts and completes pursuant to this Agreement constitutes original work. Specifically, Service Provider understands and agrees that use of artificial intelligence (AI) tools including, w ithout limitation, ChatGPT, Microsoft’s Bing Chat, Google’s Bard, and Meta’s LLaMA (Large Language Model Meta AI), in the performance of this Agreement does not constitute an original work, i.e., submitting Documents generated by such AI tools to City and representing it as Service Provider’s original work constitutes a material breach of this Agreement, constitutes a false claim, and may also violate applicable intellectual property right laws including, without limitation, United States Copyright Law. Acc ordingly, and notwithstanding any other provision of this Agreement as to ownership, City specifically rejects ownership of such Documents. Service Provider is required to indemnify and defend City to the fullest extent allowed by applicable law should it violate this Section.

All original maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files and other documents prepared, developed or discovered by Service Provider in the course of providing the Services pursuant to this Agreement shall become the sole property of City and may be used, reused or otherwise disposed of by City without the permission of the Service Provider. Upon completion, expiration or termination of this Agreement, Service Provider shall turn over to City al l such original maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files and other documents. 785
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If and to the extent that City utilizes for any purpose not related to this Agreement any maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files or other documents prepared, developed or discovered by Service Provider in the course of providing the Services pursuant to this Agreement, Service Provider’s guarantees and warranties in Section 9 “Standard of Performance” of this Agreement shall not extend to such use of the maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files or other documents.

All Final Work Product developed by Service Provider in the course of providing the Services pursuant to this Agreement shall become the sole property of City and may be used, reused or otherwise disposed of by City without the permission of the Service Provider. Upon completion, expiration or termination of this Agreement, Service Provider shall turn over to City all such Final Work Product if paid for by the City. This provision specifically excludes Service Providers’ work notes and drafts, which are owned by Service Provider, not City.

SECTION 7. SERVICE PROVIDER'S BOOKS AND RECORDS.
(a) Service Provider shall maintain any and all documents and records demonstrating or relating to Service Provider’s performance of the Services. Service Provider shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, or other documents or records evidencing or relating to work, services, expenditures and disbursements charged to City pursuant to this Agreement. Any and all such documents or records shall be maintained in accordance with generally accepted accounting principles and shall be sufficiently complete and detailed so as to permit an accurate evaluation of the services provided by Service Provider pursuant to this Agreement. Any and all such documents or records shall be maintained for three (3) years from the date of execution of this Agreement and to the extent required by laws relating to audits of public agencies and their expenditures. (b) Any and all records or documents required to be maintained pursuant to this section shall be made available for inspection, audit and copying, at any time during regular business hours, upon request by City or its designated representative. Copies of such documents or records shall be provided directly to the City for inspection, audit and copying when it is practical to do so; otherwise, unless an alternative is mutually agreed upon, such documents and records shall be made available at Service Provider’s address indicated for receipt of notices in this Agreement.
(c) Where City has reason to believe that any of the documents or records required to be maintained pursuant to this section may be lost or discarded due to dissolution or termination of Service Provider’s business, City may, by written request, require that custody of such documents or records be given to the City. Access to such documents and records shall be granted to City, as well as to its successors -in-interest and authorized representatives.

SECTION 8. INDEPENDENT CONTRACTOR.
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(a) Service Provider is and shall at all times remain a wholly independent contractor and not an officer, employee or agent of City. Service Provider shall have no authority to bind City in any manner, nor to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City.
(b) The personnel performing the Services under this Agreement on behalf of Service Provider shall at all times be under Service Provider’s exclusive direction and control. Neither City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall have control over the conduct of Service Provider or any of Service Provider’s officers, employees, or agents except as set forth in this Agreement. Service Provider shall not at any time or in any manner represent that Service Provider or any of Service Provider’s officers, employees, or agents are in any manner officials, officers, employees or agents of City.
(c) Neither Service Provider, nor any of Service Provider’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Service Provider expressly waives any claim Service Provider may have to any such rights.

SECTION 9. STANDARD OF PERFORMANCE.

Service Provider represents and warrants that it has the qualifications, experience and facilities necessary to properly perform the Services required under this Agreement in a thorough, competent and professional manner. Service Provider shall at all tim es faithfully, competently and to the best of its ability, experience and talent, perform all Services. In meeting its obligations under this Agreement, Service Provider shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to the Services required of Service Provider under this Agreement. In addition to the general standards of performance set forth this section, additional specific standards of performance and performance criteria may be set forth in Exhibit “A” “Scope of Work” that shall also be applicable to Service Provider’s work under this Agreement. Where there is a conflict between a general and a specific standard of performance or performance criteria, the specific standard or criteria shall prevail over the general.

SECTION 10. COMPLIANCE WITH APPLICABLE LAWS; PERMITS AND LICENSES.

Service Provider shall keep itself informed of and comply with all applicable federal, state and local laws, statutes, codes, ordinances, regulations and rules in effect during the term of this Agreement. Service Provider shall obtain any and all licenses , permits and authorizations necessary to perform the Services set forth in this Agreement.

Neither City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall be liable, at law or in equity, as a result of any failure of Service Provider to comply with this section.
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SECTION 11. PREVAILING WAGE LAWS
It is the understanding of City and Service Provider that California prevailing wage laws do not apply to this Agreement because the Agreement does not involve any of the following services subject to prevailing wage rates pursuant to the California Labor Code or regulations promulgated thereunder: Construction, alteration, demolition, installation, or repair work performed on public buildings, facilities, streets or sewers done under contract and paid for in whole or in part out of public funds. In this context, “construction" includes work performed during the design and preconstruction phases of construction including, but not limited to, inspection and land surveying work.

SECTION 12. NONDISCRIMINATION.

Service Provider shall not discriminate, in any way, against any person on the basis of race, color, religious creed, national origin, ancestry, sex, age, physical handicap, medical condition or marital status in connection with or related to the performance of this Agreement.

SECTION 13. UNAUTHORIZED ALIENS.

Service Provider hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C.A. §§ 1101, et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein.

Should Service Provider so employ such unauthorized aliens for the performance of the Services, and should the any liability or sanctions be imposed against City for such use of unauthorized aliens, Service Provider hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys' fees, incurred by City.

SECTION 14. CONFLICTS OF INTEREST.
(a) Service Provider covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Service Provider ’s performance of the Services. Service Provider further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the City Manager. Service Provider agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement.
(b) City understands and acknowledges that Service Provider is, as of the date of execution of this Agreement, independently involved in the performance of non-related services for other governmental agencies and private parties. Service Provider is unaware of any stated position of City relative to such projects. Any future position of City on such projects shall not be considered a conflict of interest for purposes of this section. (c) City understands and acknowledges that Service Provider will perform non- related services for other governmental agencies and private Parties following the 788
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completion of the Services under this Agreement. Any such future service shall not be considered a conflict of interest for purposes of this section.

SECTION 15. CONFIDENTIAL INFORMATION; RELEASE OF INFORMATION. (a) All information gained or work product produced by Service Provider in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Service Provider. Service Provider shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the City Manager, except as may be required by law.
(b) Service Provider, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the City Manager or unless requested by the City Attorney of City, voluntarily provide declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered "voluntary" provided Service Provider gives City notice of such court order or subpoena.
(c) If Service Provider, or any officer, employee, agent or subcontractor of Service Provider, provides any information or work product in violation of this Agreement, then City shall have the right to reim bursement and indemnity from Service Provider for any damages, costs and fees, including attorney's fees, caused by or incurred as a result of Service Provider’s conduct.

Service Provider shall promptly notify City should Service Provider, its officers, employees, agents or subcontractors, be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed thereunder. City retains the right, but has no obligation, to represent Service Provider or be present at any deposition, hearing or similar proceeding. Service Provider agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Service Provider. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response. Service Provider shall not be held criminally or civilly liable under any Federal or State trade secret law for the disclosure of a trade secret that is made in confidence to a Federal, State, or local government official or to an attorney solely for the purpose of reporting or investigating a suspected violation of law or for the disclosure of a trade secret that is made in a complaint or other document filed in a lawsuit or other proceeding, if such filing is made under seal.

SECTION 16. INDEMNIFICATION.

A. General
(1) Indemnification for Professional Liability. Where the law establishes a professional standard of care for Service Provider’s services, to the fullest extent permitted by law, Service Provider shall indemnify, protect, defend and hold harmless 789
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City and any and all of its officials, employees and agents (“Indemnified Parties”) from and against any and all liability (including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, including attorney’s fees and costs, court costs, interest, defense costs, and expert witness fees) arise out of, are a consequence of, or are in any way attributable to, in whole or in part, any negligent or wrongful act, error or omission of Service Provider, or by any individual or entity for which Service Provider is legally liable, including but not limited to officers, agents, employees or sub-contractors of Service Provider, in the performance of professional services under this Agreement.
(2) Indemnification for Other than Professional Liability. Other than in the performance of professional services and to the full extent permitted by law, Service Provider shall indemnify, protect, defend and hold harmless City, and any and all of its employees, officials and agents from and against any liability (including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, including attorney’s fees and costs, court costs, interest, defense costs, and expert witness fees), where the same arise out of, are a consequence of, or are in any way attributable to, in whole or in part, the performance of this Agreement by Service Provider, or by any individual or entity for which Service Provider is legally liable, including but not limited to officers, agents, employees or sub-contractors of Service Provider. (3) Indemnification from Sub- Service Providers. Service Provider agrees to obtain executed indemnity agreements with provisions identical to those set forth in this section from each and every sub-Service Provider or any other person or entity involved by, for, with or on behalf of Service Provider in the performance of this Agreement naming the Indemnified Parties as additional indemnitees. In the event Service Provider fails to obtain such indemnity obligations from others as required herein, Service Provider agrees to be fully responsible according to the terms of this section. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth herein is binding on the successors, assigns or heirs of Service Provider and shall survive the termination of this Agreement or this section. (4) City’s Negligence. The provisions of this section do not apply to claims occurring as a result of City’s sole negligence. The provisions of this section shall not release City from liability arising from gross negligence or willful acts or omissions of City or any and all of its officials, employees and agents.

B. Design Professional Indemnification
To the extent Service Provider or any sub- consultants are Design Professionals as defined in Civil Code Section 2782.8, the following indemnification provisions shall apply:
(1) Indemnification by Design Professional. Where the services to be provided by Design Professional under this Agreement are design professional services, as that 790
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term is defined under Civil Code Section 2782.8, Design Professional agrees to indemnify, defend and hold harmless, the City, its officers, officials, employees and volunteers from any and all claims, demands, costs or liability that actually or allegedly arise out of, or pertain to, or relate to the negligence, recklessness or willful misconduct of Design Professional and its agents in the performance of services under this contract, but this indemnity does not apply to liability for damages for bodily injury, property damage or other loss, arising from the sole negligence, active negligence or willful misconduct by the City, its officers, official employees, and volunteers. If it is finally adjudicated that liability is caused by the comparative active negligence or willful misconduct of the City, then Design Professional’s indemnification and defense obligations shall be reduced in proportion to the established comparative liability of the City and shall not exceed the Design Professional’s proportionate percentage of fault. (2) As respects all acts or omissions which do not arise directly out of the performance of design professional services, including but not limited to those acts or omissions normally covered by general and automobile liability insurance, Design Professional agrees to indemnity, defend and hold harmless the City, its officers officials, employees and volunteers for an against any claim, demands, losses, liability of any kind or nature arising out of or in connection with the Design Professional's performanc e or failure to perform under the terms of this contract, excepting those which arise out of the active negligence, sole negligence or willful misconduct of the City, its officers, officials, employees and volunteers.
(3) Indemnification from Sub-consultants. Design Professional agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this section from each and every sub-consultant, sub-contractor or any other person or entity involved by, for, with or on behalf of D esign Professional in the performance of this Agreement naming the Indemnified Parties as additional indemnitees. In the event Design Professional fails to obtain such indemnity obligations from others as required here, Design Professional agrees to be fully responsible according to the terms of this section. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder.

This obligation to indemnify and defend City as set forth herein is binding on the successors, assigns or heirs of Design Professional and shall survive the termination of this Agreement or this section.
(4) City's Negligence. The provisions of this section do not apply to Claims occurring as a result of City’s sole negligence. The provisions of this section shall not release City from liability arising from gross negligence or willful acts or omissions of City or any and all of its officials, employees and agents.

SECTION 17. INSURANCE.

Service Provider agrees to obtain and maintain in full force and effect during the term of this Agreement the insurance policies set forth in Exhibit “C” “Insurance” and made a part of this Agreement. All insurance policies shall be subject to approval by City as to form and content. These requirements are subject to amendment or waiver if so approved in writing by the City Manager. Service Provider agrees to provide City with copies of 791
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required policies upon request.

SECTION 18. ASSIGNMENT.

The expertise and experience of Service Provider are material considerations for this Agreement. City has an interest in the qualifications and capability of the persons and entities who will fulfill the duties and obligations imposed upon Service Provider under this Agreement. In recognition of that interest, Service Provider shall not assign or transfer this Agreement or any portion of this Agreement or the performance of any of Service Provider’s duties or obligations under this Agreement without the p rior written consent of the City. Any attempted assignment shall be ineffective, null and void, and shall constitute a material breach of this Agreement entitling City to any and all remedies at law or in equity, including termination of this Agreement pursuant to Section 20 “Termination of Agreement.” City acknowledges, however, that Service Provider, in the performance of its duties pursuant to this Agreement, may utilize sub-contractors.

SECTION 19. CONTINUITY OF PERSONNEL.

Service Provider shall make every reasonable effort to maintain the stability and continuity of Service Provider’s staff and sub-contractors, if any, assigned to perform the Services. Service Provider shall notify City of any changes in Service Provider’s staff and sub-contractors, if any, assigned to perform the Services prior to and during any such performance.

SECTION 20. TERMINATION OF AGREEMENT.
(a) City may terminate this Agreement, with or without cause, at any time by giving thirty (30) days written notice of termination to Service Provider. In the event such notice is given, Service Provider shall cease immediately all work in progress. (b) Service Provider may terminate this Agreement for cause at any time upon thirty (30) days written notice of termination to City. (c) If either Service Provider or City fail to perform any material obligation under this Agreement, then, in addition to any other remedies, either Service Provider, or City may terminate this Agreement immediately upon written notice. (d) Upon termination of this Agreement by either Service Provider or City, all property belonging exclusively to City which is in Service Provider’s possession shall be returned to City. Service Provider shall furnish to City a final invoice for work performed and expenses incurred by Service Provider, prepared as set forth in Section 4 “Compensation and Method of Payment” of this Agreement. This final invoice shall be reviewed and paid in the same manner as set forth in Section 4 “Compensation and Method of Payment” of this Agreement.

SECTION 21. DEFAULT.

In the event that Service Provider is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Service Provider 792
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for any work performed after the date of default. Instead, the City may give notice to Service Provider of the default and the reasons for the default. The notice shall include the timeframe in which Service Provider may cure the default. This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, if circumstances warrant. During the period of time that Service Provider is in default, the City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Service Provider does not cure the default, the City may take necessary steps to terminate this Agreement under Section 20 “Termination of Agreement.” Any failure on the part of the City to give notice of the Service Provider’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement.

SECTION 22. EXCUSABLE DELAYS.

Service Provider shall not be liable for damages, including liquidated damages, if any, caused by delay in performance or failure to perform due to causes beyond the control of Service Provider. Such causes include, but are not limited to, acts of God, acts of the public enemy, acts of federal, state or local governments, acts of City, court orders, fires, floods, epidemics, strikes, embargoes, and unusually severe weather. The term and price of this Agreement shall be equitably adjusted for any delays due to such causes.

SECTION 23. COOPERATION BY CITY.

All public information, data, reports, records, and maps as are existing and available to City as public records, and which are necessary for carrying out the Services shall be furnished to Service Provider in every reasonable way to facilitate, without undue delay, the Services to be performed under this Agreement.

SECTION 24. NOTICES.

All notices required or permitted to be given under this Agreement shall be in writing and shall be personally delivered, or sent by telecopier or certified mail, postage prepaid and return receipt requested, addressed as follows:

To City: City of Wildomar
Attn: City Manager
23873 Clinton Keith Rd., Suite 201
Wildomar, CA 92595
To Service Provider: LaBelle Marvin, Inc.

Attn: Steve Marvin
2700 S. Grand Ave.

Santa Ana, CA 92705

793
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Notice shall be deemed effective on the date personally delivered or transmitted by facsimile or, if mailed, three (3) days after deposit of the same in the custody of the United States Postal Service.

SECTION 25. AUTHORITY TO EXECUTE.

Each of the signatories hereto represents and warrants that he or she is competent and authorized to enter into this Agreement on behalf of the Party for whom he or she purports to sign. Each Party hereto agrees to defend, indemnify, and hold harmless the other Parties hereto against all claims, suits, actions, and demands, including necessary expenses of investigation and reasonable attorneys' fees and costs, arising out of claims that its signatory was not competent or so authorized to execute this Agreement.

SECTION 26. ADMINISTRATION AND IMPLEMENTATION.

This Agreement shall be administered and executed by the City Manager or his or her designated representative. The City Manager shall have the authority to issue interpretations and to make amendments to this Agreement, including amendments that commit additional funds, consistent with Section 28 “Amendment” and the City Manager’s contracting authority under the Wildomar Municipal Code.

SECTION 27. BINDING EFFECT.

This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the Parties.

SECTION 28. AMENDMENT.

No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Service Provider and by the City. The City Manager shall have the authority to approve any amendment to this Agreement if the total compensation under this Agreement, as amended, would not exceed the City Manager’s contracting authority under the Wildomar Municipal Code. The Parties agree that the requirement for written modifications cannot be waived and that any attempted waiver shall be void. The City’s City Manager may, but is not required to, make minor amendments not affecting substantive terms without further authorization from the City Council. The City Council hereby authorizes the City Manager to execute any such amendments as required by this Agreement or that do not otherwise reduce City’s rights under this Agreement. All other amendments shall be approved by the City Council.

SECTION 29. WAIVER.

Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision nor a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any work or services by Service Provider shall not constitute a waiver of any of the provisions of this Agreement. 794
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SECTION 30. LAW TO GOVERN; VENUE.

This Agreement shall be interpreted, construed and governed according to the laws of the State of California. In the event of litigation between the Parties, venue in state trial courts shall lie exclusively in the County of Riverside, California. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in Riverside.

SECTION 31. ATTORNEYS FEES, COSTS AND EXPENSES.

In the event litigation or other proceeding is required to enforce or interpret any provision of this Agreement, the prevailing Party in such litigation or other proceeding shall be entitled to an award of reasonable attorney's fees, costs and expenses, in addition to any other relief to which it may be entitled.

SECTION 32. ENTIRE AGREEMENT.

This Agreement, including the attached Exhibits "A" through "C", is the entire, complete, final and exclusive expression of the Parties with respect to the matters addressed therein and supersedes all other agreements or understandings, whether oral or written, or entered into between Service Provider and City prior to the execution of this Agreement. No statements, representations or other agreements, whether oral or written, made by any Party which are not embodied herein shall be valid and binding.

SECTION 33. SEVERABILITY.

If any term, condition or covenant of this Agreement is declared or determined by any court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this Agreement shall not be affected thereby and the Agreement shall be read and construed without the invalid, void or unenforceable provision(s).

SECTION 34. CONFLICTING TERMS.

Except as otherwise stated herein, if the terms of this Agreement conflict with the terms of any Exhibit hereto, or with the terms of any document incorporated by reference into this Agreement, the terms of this Agreement shall control.

IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first-above written.

CITY OF WILDOMAR
___________________________
Chris Mann
City Manager
795
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ATTEST:
___________________________
Janet Morales Garcia, CMC
City Clerk

APPROVED AS TO FORM
_______________________________
Thomas D. Jex
City Attorney
“Service Provider” : LaBelle Marvin, Inc.

By: By:

Name:________________________________ Name:

Its: __________________________________ Its: ____________________________ NOTE: SERVICE PROVIDER’S SIGNATURES SHALL BE DULY NOTARIZED,

AND APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS MAY

BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION,

OR OTHER RULES OR REGULATIONS APPLICABLE TO SERVICE
PROVIDER’S BUSINESS ENTITY.
796

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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ________________
On ______________, before me, ________________, personally appeared ________________, proved to me on the basis of satisfactory evidence to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature: _____________________________________

Signature of Notary Public Place Notary Seal Above

OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT

INDIVIDUAL

CORPORATE OFFICER
_______________________________

TITLE(S)

PARTNER(S) LIMITED

GENERAL

ATTORNEY-IN-FACT

TRUSTEE(S)

GUARDIAN/CONSERVATOR
OTHER____________________________
SIGNER IS REPRESENTING:
(NAME OF PERSON(S) OR ENTITY(IES))
_________________________________________
_________________________________________
___________________________________

TITLE OR TYPE OF DOCUMENT
___________________________________

NUMBER OF PAGES
___________________________________

DATE OF DOCUMENT
___________________________________

SIGNER(S) OTHER THAN NAMED ABOVE
797

RIV #4821-1277-4564 v1

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature: _____________________________________
Signature of Notary Public Place Notary Seal Above

OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT

INDIVIDUAL

CORPORATE OFFICER
_______________________________

TITLE(S)

PARTNER(S) LIMITED

GENERAL

ATTORNEY-IN-FACT

TRUSTEE(S)

TITLE OR TYPE OF DOCUMENT
___________________________________

NUMBER OF PAGES
___________________________________

DATE OF DOCUMENT
___________________________________

SIGNER(S) OTHER THAN NAMED ABOVE
798

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EXHIBIT "A"

SCOPE OF SERVICES

I. Service Provider will perform the following Services:

A. Material Testing: All tasks per the proposal provided by the Service Provider for the Slurry Seal Project (CIP 058- 3) (Project), attached hereto and incorporated herein as though set forth in full.

B. Material Submittal Reviews: Review of Project Material Submittals from contractor, to verify material conformance with the Project specifications, as requested by the City

II. As part of the Services, Service Provider will prepare and deliver the following tangible work products to the City:

A. Material Testing: Testing result reports, certified by the Service Provider, demonstrating material conformance to Project specifications B. Material Submittal Review: Comments on or approval of submittal, signed by the Service Provider, based on conformance with Project specifications.

III. During performance of the Services, Service Provider will keep the City appraised of the status of performance by delivering the following status reports:

A. Final Report at conclusion of the Project.

IV. The tangible work products and status reports will be delivered to the City pursuant to the following schedule:

A. Material Testing: As soon as test results are available following completion of Service Provider’s Quality Assurance and Quality Control process B. Material Submittal Reviews: Five (5) working days
C. Weekly Schedule of Testing: As requested by the City and/or Contractor

V. Service Provider will utilize the following personnel to accomplish the Services:

A. Properly trained and qualified personnel, as required by applicable test method requirements and Project specifications.

VI. Service Provider will utilize the following subcontractors to accomplish the Services:

A. None.
799

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EXHIBIT "B"

COMPENSATION

I. Service Provider shall use the following rates of pay in the performance of the Services:

A. Material Testing Services – per Service Provider’s attached proposal

B. Material Submittal Reviews – $285/hour

II. Service Provider may utilize sub-contractors as indicated in this Agreement.

The hourly rate for any subcontractor is not to exceed $_______ per hour without written authorization from the City Manager or his designee.

Not Applicable

III. The total compensation for the Services shall not exceed $_________, as provided in Section 4 “Compensation and Method of Payment” of this Agreement.

$66,767
800

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EXHIBIT "C"
Insurance Requirements
Service Provider shall procure and maintain, for the duration of the Agreement, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Service Provider , its agents, representatives, or employees.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering, Code 1 (any auto), or if Service Provider has no owned autos, Code 8 (hired) and 9 (non- owned), with limit no less than $1,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease.
(Not required if Service Provider provides written verification it has no employees)

4. Professional Liability (Errors and Omissions) Insurance appropriate to the Service Provider’s profession, with limit no less than $2,000,000 per occurrence or claim, $2,000,000 aggregate. The Retroactive Date must be shown and must be before the date of the Agreement or the beginning of Agreement work. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the Agreement of work. If coverage is canceled or non- renewed, and not replaced wi th another claims -made policy form with a Retroactive Date prior to the Agreement effective date, the Service Provider must purchase “extended reporting” coverage for a minimum of five (5) years after completion of Agreement work. A copy of the claims reporting requirements must be submitted to the City for review.

If the Service Provider maintains broader coverage and/or higher limits than the minimums shown above, the City requires and shall be entitled to the broader coverage and/or higher limits maintained by the Service Provider. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
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C-2
Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

The City, 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 Service Provider including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Service Provider’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 Coverage
For any claims related to this Agreement, the Service Provider’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self -insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Service Provider’s insurance and shall not contribute with it.

Notice of Cancellation
Service Provider shall provide immediate written notice if (1) any of the required insurance policies is terminated; (2) the limits of any of the required polices are reduced; (3) or the deductible or self -insured retention is increased. In the event of any cancellation or reduction in coverage or limits of any insurance, Service Provider shall forthwith obtain and submit proof of substitute insurance.

Waiver of Subrogation
Service Provider hereby grants to City a waiver of any right to subrogation which any insurer of said Service Provider may acquire against the City by virtue of the payment of any loss under such insurance. Service Provider 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 City has received a waiver of subrogation endorsement from the insurer. However, the Workers’ Compensation policy shall be endorsed wi th a waiver of subrogation in favor of the City for all work performed by the Service Provider, its employees, agents and subcontractors.

Self-Insured Retentions
Self-insured retentions must be declared to and approved by the City. The City may require the Service Provider to provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self -insured retention may be satisfied by either the named insured or City.
802

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Acceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.

Verification of Coverage
Service Provider shall furnish the City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Service Provider’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

Subcontractors
Service Provider shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Service Provider shall ensure that City is an additional insured on insurance required from subcontractors.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

803
2700 South Grand
Avenue | Santa Ana, CA 92705 Ph: 7
14-546-3468
www.labellemarvin.com Cali
fornia Company Since 1969
February 2, 2026
Mr. Cameron Luna
Associate Engineer
City of Wildomar
23873 Clinton Keith Road, Suite 110
Wildomar, CA 92595
Subject: 2026 Slurry Seal PME‐RAP (CIP No. 058‐3) – Wildomar, CA Mr. Luna,
LaBelle‐Marvin, In
c. (LMI) is pleased to submit this fee proposal for the requested materials testing services in support of the planned use of Polymer‐Modified Emulsion Reclaimed Asphalt Pavement (PME‐RAP) slurry seal as part of the City of Wildomar’s 2026 Slurry Seal Program (CIP No. 058‐3).

This fee proposal is based on an assumed constru ction duration of eighteen (18) working days for the placement of approximately 1,879 tons of PME‐RAP slurry seal over an estimated project area of 2,275,177 square feet. The scope of services further includes the placement of approximately 57 tons of Type I conventional slurry seal within two isolated parking lot ar eas, encompassing an estimated 85,000 square feet.

The scope of sampling, testing and material compliance testing is a good faith estimate based on the City suggested eighteen (18) working days, with contractor’s planned use of three (3) trucks used for production. (Two samples per tr uck per day.) Prevailing wage rates applicable.

LaBelle Marvin will confirm that the aggregate slurry seal supplied by the contractor complies with the City’s project specifications and in accordance with the Green Book SSPWC sections 203‐5 and 302‐4. Bulk samples of the finished product will be sampled at a rate of two samples per tru ck for each day. Aggregate samples will be sampled once daily and tested for aggregate gradation and sand equivalent. Bulk samples of the completed mixture will be tested for total moisture content, residual binder content, % emulsion, wet track abrasion loss, and consistency at a ra te of one sample per truck per day ‐ hold second for further testing if necessary. 18 Working Days – Fee Proposal
Techni cian/Samplin
36 Hours @ $175 Travel (non‐PW) OT $6,300.00
18 days @ 8 hrs @ $165 PW On Site $23,760.00
% Moisture
72 @ $55 $3,960.00
Extraction, % Residual Asphalt
54 @ $280 $15,120.00
Aggregate Gradation
18 @ $130 $2,340.00
Sand Equivalent
18 @ $130 $2, 340.00
804

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Wildomar City CouncilFebruary 10, 2026

Wildomar City Council
February 10, 2026