Agenda packet — Wildomar City Council, October 9, 2024 (part 2 of 3)

First: The Special Tax C (Contingent) shall be levied Proportionately on all Assessor’s Parcels of Developed Property up to 100% of the applicable Maximum Special Tax C (Contingent) to satisfy the Special Tax C (Contingent) Requirement;
Second: If additional moneys are needed to satisfy the Special Tax C (Contingent) Requirement after the first step has been completed, the Special Tax C (Contingent) shall be levied Proportionately on each Parcel of Approved Property at up to 100% of the Maximum Special Tax C (Contingent) for Approved Property;
Third: If additional monies are needed to satisfy the Special Tax C (Contingent) Requirement after the first two steps has been completed, the Special Tax C (Contingent) shall be levied Proportionately on all Assessor’s Parcels of Undeveloped Property up to 100% of the Maximum Special Tax C (Contingent) for Undeveloped Property.
278
City of Wildomar 12
Community Facilities District No. 2022-1 (Services)
E. FUTURE ANNEXATIONS
It is anticipated that additional properties will be annexed to CFD No. 2022-1 from time to time. As each annexation is proposed, an analysis will be prepared to determine the annual cost for providing Services.

Based on this analysis, the property to be annexed, pursuant to California Government Code section 53339 et seq. will be assigned to the appropriate Maximum Special Tax rate for the Tract or Tracts when annexed.

F. TERM OF SPECIAL TAX
For each Fiscal Year, the Special Taxes shall be levied as long as the Services are being provided.

G. EXEMPTIONS
The City shall classify as Exempt Property within CFD No. 2022-1, any Assessor’s Parcel in any of the following categories; (i) Assessor’s Parcels which are owned by, irrevocably offered for dedication, encumbered by or restricted in use by any public entity; (ii) Assessor’s Parcels with public or utility easements making impractical their utilization for other than the purposes set forth in the easement; (iii) Assessor’s Parcels which are privately owned but are encumbered by or restricted solely for public uses; or (iv) any Assessor’s Parcel which is in use in the performance of a public function as determined by the Administrator. No Special Tax shall be levied on property which, at the time of adoption of the Resolution of Formation for CFD No. 2022-1, is an Exempt Property.

H. APPEALS
Any property owner claiming that the amount or application of the Special Taxes are not correct may file a written notice of appeal with the City not later than twelve months after having paid the first installment of the Special Tax(es) that is disputed. A representative(s) of CFD No. 2022-1 shall promptly review the appeal, and if necessary, meet with the property owner, consider written and oral evidence regarding the amount of the Special Tax, and rule on the appeal. If the representative’s decision requires that the Special Tax for an Assessor’s Parcel be modified or changed in favor of the property owner, a cash refund shall not be made, but an adjustment shall be made to the Special Tax on that Assessor’s Parcel in the subsequent Fiscal Year(s).

I. MANNER OF COLLECTION
The Special Tax(es) shall be collected in the same manner and at the same time as ordinary ad valorem property taxes, provided, however, that CFD No. 2022-1 may collect the Special Tax at a different time or in a different manner if necessary to meet its financial obligations. 279
City of Wildomar 13
Community Facilities District No. 2022-1 (Services)

APPENDIX A

CITY OF WILDOMAR
COMMUNITY FACILITIES DISTRICT NO. 2022-1 (SERVICES)

COST ESTIMATE
Special Tax A Services – The estimate breaks down the costs of providing one year’s maintenance services for FY 2024-2025. These services are being funded by the levy of Special Tax A for Community Facilities District No. 2022-1 (Services).

TAX ZONE 12 – SPECIAL TAX A
PP 20-0044
Item Description Estimated Cost
1 Streets $1,389
2 Drainage $315
3 Parks $26,382
4 Trails $675
5 Graffiti $614
6 Reserves $4,255
7 Admin $4,556
Total $38,185
Special Tax B Services – It is estimated that the cost of providing Police and Fire Protection services being funded by Special Tax B for the Community Facilities District No. 2022-1 (Services) as outlined in Exhibit “B” hereto, will be as follows for the first year:

TAX ZONE 12 – SPECIAL TAX B
PP 20-0044
Land Use Category Unit Maximum Special Tax B
Multi-Family Residential Property RU $336.26
Special Tax C (Contingent) Services – There are no maintenance services proposed to be funded by the levy of Special Tax C (Contingent) for Community Facilities District No. 2022-1 Tax Zone 12. 280
City of Wildomar 14
Community Facilities District No. 2022-1 (Services)
TAX ZONE 12
PP 20-0044
FY 2024-2025 MAXIMUM SPECIAL TAX RATES
Taxable
Property
Land Use
Category
Taxable
Unit
Maximum
Special Tax A
Maximum
Special Tax B
Maximum
Special Tax C
(Contingent)
Developed Property Multi-Family Residential RU $133 $336.26 $0 Approved Property Multi-Family Residential RU $133 N/A $0 Undeveloped Property N/A Acre $2,962 N/A $0
281
City of Wildomar 15
Community Facilities District No. 2022-1 (Services)

MAXIMUM SPECIAL TAXES ASSIGNED TO EACH TAX ZONE

FOR DEVELOPED PROPERTY
Tax
Zone
Fiscal
Year
Included Tract
No. of
Taxable
Units LUC
Taxable
Unit
Maximum
Special
Tax A
Maximum
Special
Tax B
Maximum
Special Tax C
(Contingent) Subdivider
Original 2022-23 TR 36672 136 SFR RU $408 $430 $261 Lennar Homes 1 2022-23 PP 13-0089 170 MFR RU $203 $305 $0
Villa Siena Property
LLC
2 2022-23 TR 37476 77 SFR RU $583 $430 $262 KB Home Coastal Inc. 3 To Be Determined
4 2023-24 PM 37941 9.62 NR Acre $4,060 $0 $0
Strata Baxter, LLC and
Kaiser Foundation
Health Plan, Inc.
5 2023-24 TR 31896 117 SFR RU $788 $451.50 $503 D.R. Horton Los Angeles Holding Co.
6 2023-24 LLA 2022-004 89 MFR RU $153 $320.25 $0 Wildomar Tres Lagos Partners LP
7 2024-25 TR
36781/36782 191 SFR RU $341 $474.08 $53 CRP/CWR Westpark Project, LLC 8 2023-24 LLA 2022-004 88 MFR RU $153 $320.25 $0 Palm Communities 9 2023-24 PP 21-0138 1.15 NR Acre $2,700 $0 $2,372 DMSD Cajun Properties LLC
10 2023-24 LLA 2020-008 20.20 NR Acre $251 $0 $433 Faith Bible Church Murrieta
11 2024-25 PM 38646 20.46 NR Acre $2,299 $0 $2,069 White Sable LLC and Wildomar One LLC
12 2024-25 PP 20-0044 288 MFR RU $133 $336.26 $0
OSR2 R&V Investors,
LLC and TMW Oak
Springs 2 Del, LLC

ESCALATION OF MAXIMUM SPECIAL TAXES
Maximum Special Tax A - On each July 1, the Maximum Special Tax A for Developed Property, Approved Property and Undeveloped Property shall increase by i) the percentage increase in the Consumer Price Index for all Urban Consumers for the Riverside-San Bernardino-Ontario California Standard Metropolitan Statistical Area since the beginning of the preceding Fiscal Year, not to exceed 6%, or ii) by two percent (2.0%), whichever is greater.

Maximum Special Tax B - On each July 1, the Maximum Special Tax B for Developed Property shall increase by i) the percentage increase in the Consumer Price Index for all Urban Consumers for the Riverside-San Bernardino-Ontario California Standard Metropolitan Statistical Area since the beginning of the preceding Fiscal Year, not to exceed 6%, or ii) by five percent (5.0%), whichever is greater.

Maximum Special Tax C (Contingent) - On each July 1, the Maximum Special Tax C (Contingent) for Developed Property, Approved Property and Undeveloped Property shall increase by i) the percentage increase in the Consumer Price Index for all Urban Consumers for the Riverside-San Bernardino-Ontario California Standard Metropolitan Statistical Area since the beginning of the preceding Fiscal Year, not to exceed 6%, or ii) by two percent (2.0%), whichever is greater. 282
City of Wildomar 16
Community Facilities District No. 2022-1 (Services)

EXHIBIT B

CITY OF WILDOMAR
COMMUNITY FACILITIES DISTRICT NO. 2022-1 (SERVICES)

DESCRIPTION OF AUTHORIZED SERVICES
The services which may be financed with proceeds of the special tax of CFD No. 2022-1, as provided by Section 53313 of the Act, will include all costs attributable to maintaining, servicing, cleaning, repairing and/or replacing landscaped areas (may include reserves for replacement) in public street rightof-ways, public landscaping, public open spaces and other similar landscaped areas officially dedicated for public use. In addition, the services which may include some or all costs attributable to police protection, and fire services. These services including the following:
(a) maintenance and lighting of parks, parkways, streets, roads and open space, which maintenance and lighting services may include, without limitation, furnishing of electrical power to street lights; repair and replacement of damaged or inoperative light bulbs, fixtures and standards; maintenance (including irrigation and replacement) of landscaping vegetation situated on or adjacent to parks, parkways, streets, roads and open space; maintenance and repair of irrigation facilities; maintenance of public signage; graffiti removal from and maintenance and repair of public structures situated on parks, parkways, streets, roads and open space; maintenance and repair of playground or recreation program equipment or facilities situated on any park; and
(b) maintenance and operation of water quality improvements which include storm drainage and flood protection facilities, including, without limitation, drainage inlets, catch basin inserts, infiltration basins, flood control channels, fossil fuel filters, and similar facilities. Maintenance services may include but is not limited to the repair, removal or replacement of all or part of any of the water quality improvements, fossil fuel filters within the public right-of-way including the removal of petroleum hydrocarbons and other pollutants from water runoff, or appurtenant facilities, clearing of inlets and outlets; erosion repairs; and cleanup to improvements, and other items necessary for the maintenance, servicing; or both of the water quality basin improvements within flood control channel improvements; and
(c) public street sweeping, on the segments of the arterials within the boundaries of CFD No. 2022-1; as well as local roads within residential subdivisions located within CFD No. 2022-1; and any portions adjacent to the properties within CFD No. 2022-1; and (d) police protection services, including but not limited to criminal justice services, and fire protection and suppression services.

In addition to payment of the cost and expense of the forgoing services, proceeds of the special tax may be expended to pay “Administrative Expenses,” as said term is defined in the Rate and Method of Apportionment.

The above services shall be limited to those provided within the boundaries of CFD No. 2022-1 or for the benefit of the properties within the boundaries of CFD No. 2022-1, as the boundary is expanded from time to time by anticipated annexations, and said services may be financed by proceeds of the special tax of CFD No. 2022-1 only to the extent that they are in addition to those provided in the territory of CFD No. 2022-1 before CFD No. 2022-1 was created.
283
City of Wildomar 17
Community Facilities District No. 2022-1 (Services)

EXHIBIT C

CITY OF WILDOMAR
COMMUNITY FACILITIES DISTRICT NO. 2022-1 (SERVICES)

PROPOSED BOUNDARIES
284
285
EXHIBIT %
BALLOT
286

SPECIAL TAX ELECTION

CITY OF WILDOMAR

ANNEXATION OF TERRITORY TO
COMMUNITY FACILITIES DISTRICT NO. 2022-1 (SERVICES)
ANNEXATION NO. 12
(October 9, 2024)
This ballot is for the use of the authorized representative of the following owner of land within Annexation No. 12 of the Community Facilities District No. 2022-1 (Services) (“CFD No. 2022-1”) of the City of Wildomar:

Name of Landowner Number of Acres Owned Total Votes
OSR2 R&V Investors, LLC 10.31 11
According to the provisions of the Mello-Roos Community Facilities Act of 1982, and resolutions of the City Council (the “Council”) of the City of Wildomar (the “City”), the above-named landowner is entitled to cast the number of votes shown above under the heading “Total Votes,” representing the total votes for the property owned by said landowner. The City has sent the enclosed ballot to you so that you may vote on whether or not to approve the special tax.

This special tax ballot is for the use of the property owner of the parcels identified below, which parcels are located within the territory proposed to be annexed to the CFD No. 2022-1, City of Wildomar, County of Riverside, State of California.

Please advise the City Clerk, at (951) 677-7751 x 210 if the name set forth below is incorrect or if you are no longer one of the owners of these parcels. This special tax ballot may be used to express either support for or opposition to the proposed special tax. To be counted, this special tax ballot must be signed below by the owner or, if the owner is not an individual, by an authorized representative of the owner. The ballot must then be delivered to the City Clerk, either by mail or in person, as follows:

Mail
Delivery: If by mail, place ballot in the return envelope provided, and mail no later than September 25, 2024, two calendar weeks prior to the date set for the election. Mailing later than this deadline creates the risk that the special tax ballot may not be received in time to be counted.

Personal
Delivery: If in person, deliver to the City Clerk at any time up to 6:00 p.m. on October 9, 2024, at the Clerk’s office at 23873 Clinton Keith Road, Suite 201 Wildomar, CA 92595.

However delivered, this ballot must be received by the Clerk prior to the close of the public meeting on October 9, 2024.

Very truly yours,
Janet Morales
City Clerk
City of Wildomar
287
TO CAST THIS BALLOT, PLEASE RETURN THIS ENTIRE PAGE.

OFFICIAL SPECIAL TAX BALLOT
Name & Address of Property Owner: Assessor’s Parcel Number(s):

OSR2 R&V Investors, LLC
Attn: Scott Dale
9191 Towne Center Drive, #180
San Diego, CA 92122
380-250-038

ANNEXATION OF TERRITORY TO
COMMUNITY FACILITIES DISTRICT NO. 2022-1 (SERVICES)
ANNEXATION NO. 12
MARK AN “X” OR OTHER MARK WILL CAST ALL VOTES ASSIGNED TO THIS BALLOT SPECIAL TAX BALLOT MEASURE MARK “YES” OR
“NO” WITH AN “X”:

Shall the City Council of the City of Wildomar be authorized to levy a special tax on an annual basis at the rates set forth in the following table:

Land Use
Category
Taxable
Unit
Maximum
Special Tax A
Maximum
Special Tax B
Multi- Family Residential RU $133 $336.26
plus an annual increase on each July 1, commencing on July 1, 2025 Maximum Special Tax A for Developed Property, Approved Property and Undeveloped Property shall increase by i) the percentage increase in the Consumer Price Index for all Urban Consumers for the Riverside-San Bernardino-Ontario California Standard Metropolitan Statistical Area since the beginning of the preceding Fiscal Year or ii) by two percent (2.0%), whichever is greater, and Maximum Special Tax B for Developed Property shall increase by i) the percentage increase in the Consumer Price Index for all Urban Consumer for the Riverside-San Bernardino-Ontario California Standard Metropolitan Statistical Area since the beginning of the preceding Fical Year or ii) by five percent (5.0%), whichever is greater, both not to exceed six percent (6.0%), to finance certain services within the territory identified on the map entitled “Annexation Map No. 12 of Community Facilities District No. 2022-1 (Services) City of Wildomar” including streets, drainage, parks, trails, and graffiti for Special Tax A and police and fire protection services for Special Tax B as provided in the Rate and Method of Apportionment which is attached as Exhibit C to Resolution No. 2024-52 adopted by the City Council of the City of Wildomar on August 14, 2024 (including incidental expenses) and shall an appropriation limit be established for Community Facilities District No. 2022-1 (Services) in the amount of special taxes collected? YES
NO
Certification for Special Election Ballot
The undersigned is an authorized representative of the above-named landowner and is the person legally authorized and entitled to cast this ballot on behalf of the above-named landowner.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _________________________________, 20___________.

OSR2 R&V Investors, LLC
Scott Dale
President
Signature
Print Name
Title
288

SPECIAL TAX ELECTION

CITY OF WILDOMAR

Name of Landowner Number of Acres Owned Total Votes
TMW Oak Springs 2 Del, LLC 2.58 3
According to the provisions of the Mello-Roos Community Facilities Act of 1982, and resolutions of the City Council (the “Council”) of the City of Wildomar (the “City”), the above-named landowner is entitled to cast the number of votes shown above under the heading “Total Votes,” representing the total votes for the property owned by said landowner. The City has sent the enclosed ballot to you so that you may vote on whether or not to approve the special tax.

Personal
Delivery: If in person, deliver to the City Clerk at any time up to 6:00 p.m. on October 9, 2024, at the Clerk’s office at 23873 Clinton Keith Road, Suite 201 Wildomar, CA 92595.

However delivered, this ballot must be received by the Clerk prior to the close of the public meeting on October 9, 2024.

Very truly yours,
Janet Morales
City Clerk
City of Wildomar
289
TO CAST THIS BALLOT, PLEASE RETURN THIS ENTIRE PAGE.

OFFICIAL SPECIAL TAX BALLOT
Name & Address of Property Owner: Assessor’s Parcel Number(s):

TMW Oak Springs 2 Del, LLC
Attn: Scott Dale
9191 Towne Center Drive, #180
San Diego, CA 92122
380-250-038

Shall the City Council of the City of Wildomar be authorized to levy a special tax on an annual basis at the rates set forth in the following table:

TMW Oak Springs 2 Del, LLC
Scott Dale
President
Signature
Print Name
Title
290

EXHIBIT C

FULL TEXT OF PROPOSITION
291

FULL TEXT OF PROPOSITION

SPECIAL ELECTION TO SUBMIT TO THE QUALIFIED ELECTORS THE QUESTION OF LEVYING A

SPECIAL TAX WITHIN THE AREA PROPOSED TO BE ANNEXED TO COMMUNITY FACILITIES DISTRICT NO. 2022-1 (SERVICES) (ANNEXATION NO. 12)
October 9, 2024
SPECIAL TAX BALLOT MEASURE: Shall the City Council of the City of Wildomar be authorized to levy a special tax on an annual basis at the rates set forth in the following table:

Land Use
Category
Taxable
Unit
Maximum
Special Tax A
Maximum
Special Tax B
Multi-Family Residential RU $133 $336.26
plus an annual increase on each July 1, commencing July 1, 2025 Maximum Special Tax A for Developed Property, Approved Property and Undeveloped Property shall increase by i) the percentage increase in the Consumer Price Index for all Urban Consumers for the Riverside-San Bernardino-Ontario California Standard Metropolitan Statistical Area since the beginning of the preceding Fiscal Year or ii) by two percent (2.0%), whichever is greater, and Maximum Special Tax B for Developed Property shall increase by i) the percentage increase in the Consumer Price Index for all Urban Consumer for the Riverside-San Bernardino-Ontario California Standard Metropolitan Statistical Area since the beginning of the preceding Fical Year or ii) by five percent (5.0%), whichever is greater, both not to exceed six percent (6.0%), to finance certain services within the territory identified on the map entitled “Annexation Map No. 12 of Community Facilities District No. 2022-1 (Services) City of Wildomar” including streets, drainage, parks, trails, and graffiti for Special Tax A and police and fire protection services for Special Tax B as provided in the Rate and Method of Apportionment which is attached as Exhibit C to Resolution No. 2024-52 adopted by the City Council of the City of Wildomar on August 14, 2024 (including incidental expenses) and shall an appropriation limit be established for Community Facilities District No. 2022-1 (Services) in the amount of special taxes collected?
292
RESOLUTION NO. 2024-_________

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF WILDOMAR, CALIFORNIA, DECLARING ELECTION
RESULTS FOR COMMUNITY FACILITIES DISTRICT NO.
2022-1 (SERVICES) ANNEXATION NO. 12
WHEREAS, the City Council (the "City Council") of the City of Wildomar (the "City") has heretofore conducted proceedings for the area proposed to be annexed to Community Facilities District No. 2022-1 (Services) (the "CFD No. 2022-1") of the City of Wildomar, including conducting a public hearing pursuant to Section 53339.5 of the Government Code; and
WHEREAS, at the conclusion of said public hearing, the City Council adopted a resolution calling a special election for October 9, 2024, and submitting to the qualified electors of the territory to be annexed to the CFD No. 2022-1 the question of levying special taxes on parcels of taxable property therein for the purpose of providing certain services which are necessary to meet increased demands placed upon the City as a result of the development of said real property as provided in the form of special election ballot; and
WHEREAS, a Certificate of Election Results, attached thereto as Exhibit A, dated October 9, 2024, executed by the City Clerk (or, in the absence of the City Clerk, the Acting City Clerk – in either case, the “Clerk”), has been filed with this Council, certifying that a completed ballot has been returned to the Clerk for each landowner-voter(s) eligible to cast a ballot in said special election, with all votes cast as “Yes” votes in favor of the ballot measure, and further certifying on said basis that the special mailed-ballot election was closed; and
WHEREAS, this Council has received, reviewed and hereby accepts the Clerk’s Certificate of Election Results and wishes by this resolution to declare the results of the special mailed-ballot election;

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WILDOMAR:

Section 1. Recitals. This Council finds and determines that the foregoing recitals are true and correct.

Section 2. Ballot Measure. This Council hereby finds, determines and declares that the ballot measure submitted to the qualified electors of the territory to be annexed to CFD No. 2022-1 has been passed and approved by those qualified electors in accordance with Sections 53328 and 53329 of the Government Code.

Section 3. Annexation. This Council hereby finds, determines and declares that pursuant to Section 53339.8 of the Government Code, the City Council is authorized to determine that the territory to be annexed has been added to and become a part of the CFD No. 2022-1 with full legal effect, and the City Council is also authorized, pursuant to said Section 53339.8, to annually levy special taxes within the territory to be annexed 293
to pay the costs of the services to be provided by the CFD No. 2022-1 as specified in Resolution No. 2024-52 adopted by the City Council on August 14, 2024. The boundaries of the territory annexed are shown on the map entitled, "Annexation Map No. 12 Community Facilities District No. 2022-1 (Services)" a copy of which was recorded, on August 21, 2024, in Book 93 of Maps of Assessment and Community Facilities Districts at Page 79, in the office of the Riverside County Recorder.

Section 4. Notice of Special Tax Lien. Pursuant to Section 53339.8 of the Government Code and Section 3117.5 of the Streets and Highways Code, the City Clerk shall cause to be filed with the County Recorder of the County of Riverside an amendment of the notice of special tax lien and a map of the amended boundaries of the CFD No. 2022-1 including the annexed territory.

Section 5. Effect. This resolution shall take effect from and after its adoption.

PASSED, APPROVED AND ADOPTED this 9th day of October 2024:

Bridgette Moore
Mayor
APPROVED AS TO FORM: ATTEST:

Thomas D. Jex Janet Morales
City Attorney City Clerk
294

EXHIBIT A

CITY OF WILDOMAR
COMMUNITY FACILITIES DISTRICT NO. 2022-1 (SERVICES)
ANNEXATION NO. 12

CERTIFICATE OF ELECTION RESULTS
I, the undersigned, being the Deputy City Clerk or the City Clerk, as the case may be, hereby certify:

In connection with the special mailed-ballot election called by the City Council (the “City Council”) of the City of Wildomar (the “City”) on this same date in the proceedings of the City Council for the annexation of territory to the above-entitled community facilities district, I personally received (a) a signed and dated waiver and consent form and (b) a signed, dated and marked election ballot(s) on behalf of the owner(s) listed below, the entity named as the sole landowner of the land within the boundary of the above-entitled community facilities district in the Certificate Regarding Registered Voters and Landowners, dated August 22, 2024, and on file in the office of the City Clerk of the City in connection with the City Council actions on that date. Copies of the completed waiver and consent form and the completed ballot received by me and on file in my office are attached hereto.

Following such receipt, I have personally, and in the presence of all persons present, reviewed the ballot to confirm that it is properly marked and signed, and I hereby certify the result of that count to be that the ballot was cast in favor of the measure.

Based upon the foregoing, all votes that were cast having been cast “Yes”, in favor of the ballot measure, the measure has therefore passed.

Landowner
Qualified
Landowner Votes Votes Cast YES NO
OSR2 R&V Investors, LLC 11 11
TMW Oak Springs 2 Del, LLC 3 3
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ____________, 2024.

Janet Morales
City Clerk
City of Wildomar
By:

(Attach completed copies of Waiver/Consent and Ballots) 295

CITY OF WILDOMAR

CC - REGULAR MEETING

GENERAL BUSINESS
Agenda Staff Report # 3.1
Meeting Date: October 9, 2024
SUBJECT: Construction Contract Award - Palomar St. Widening (Phase 2) and Cemetery Improvements (Phase 1) Projects (CIP 028-2, 067-1)
SUBMITTED BY: Jason Farag, Public Works Director
PREPARED BY: Jason Farag, Public Works Director
ACTION:

1. Authorize the City Manager to execute a construction contract with Van Engineering, Inc. in the amount of $7,695,693 for the Palomar Street Widening, Phase 2, and Cemetery Improvements, Phase 1, Projects (CIP 028-2 and 067-1) (Projects) and waive any informality or irregularity in the bid.

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

3. Authorize the Public Works Director to execute a Task Agreement with GeoCon West, Inc., under their existing on-call services agreement with the City, in the amount of $87,774.88 for material testing for the Projects, plus Extra Work Authorizations not to exceed $10,000, for a total not to exceed of $97,774.88.

4. Authorize the City Manager to execute the Fifth Amendment with Mark Thomas, Inc. in the amount of $103,124 for design construction support, for a total not to exceed $103,124.

5. Authorize the Public Works Director to execute a Task Agreement with Interwest Consulting Group, under their existing on-call services agreement with the City, in the amount of $246,882 for Construction Management and Inspection services for the Projects, plus Extra Work Authorizations not to exceed $12,118, for a total not to exceed of $259,000.

6. Approve a supplemental appropriation for Fund 503 (TUMF) to add $374,500 in revenue and expenditures.

7. Approve a supplemental appropriation for Fund 201 (Measure A) to add $56,000 in expenditures.

8. Approve a revised appropriation for Fund 120 (Measure AA) to reduce expenditures by $506,500.

9. Approve a supplemental appropriation to Fund 300 (Cemetery) for an additional $500,000 in transfers out expenditures to Cemetery Fund 302.
296

10. Approve a revised appropriation for Fund 302 (Cemetery CIP) to increase expenditure appropriations by $925,000 and budgeted transfers in revenue by $1,743,000 to bring both the total appropriations and revenue to $1,843,000 each.

11. Approve a supplemental appropriation in Fund 440 (DIF) for an additional $405,000 in expenditures.

12. Approve a decrease in appropriations and revenues in Fund 500 Capital Reinvestment in the amount of $13,000.

13. Approve a supplemental appropriation in the General Fund to increase contractual service appropriations by $1,243,000 in the Police department in order to account for the reallocation of ARPA to the Cemetery Improvements Fund 302.

14. Adopt a Resolution entitled:

RESOLUTION 2024 - _____

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

APPROVING PROJECT PLANS, SPECIFICATIONS, CONTRACT DOCUMENTS, AND

AWARDING A CONSTRUCTION CONTRACT FOR THE PALOMAR STREET WIDENING PROJECT, PHASE 2 (CIP 028-2) AND THE CEMETERY IMPROVEMENTS PROJECT, PHASE 1 (CIP 067-1) (“PROJECTS”) AND AUTHORIZING THE CITY MANAGER TO EXECUTE A CONSTRUCTION CONTRACT WITH VAN ENGINEERING, INC. FOR THE

PROJECTS
SUMMARY:

Award a construction contract for the Palomar Street Widening Project, Phase 2, and for the Cemetery Improvement Project, Phase 1, and approve related budget adjustments, task agreements, and contract amendments for the construction of the Projects.

BACKGROUND:

In April 2013, the City Council approved the Wildomar Old Town Vision. As noted in the Old Town Vision document, the "document provides conceptual design recommendations for property development and streetscape improvements in the core of Wildomar Old Town—a site with historic community significance at the intersection of [Wildomar Trail] and Palomar Streets in Wildomar, CA. The design concepts and recommendations are intended to guide new development toward creating a unique focal point for the community that: strengthens community identity; reflects the visual and cultural character of historic Wildomar; provides opportunities for commercial and mixed-use development as well as civic uses and public gathering places; and enables pedestrian, bicycle, and equestrian travel." In December 2020, the Wildomar Cemetery Board of Trustees adopted the Cemetery Master Plan identifying the needs for the Wildomar Cemetery for ultimate growth and build-out. The Cemetery Master Plan identified a preferred phasing plan for the recommended improvements. Included in Phase 1 were recommendations for roadway widening, frontage improvements, and ADA improvements.

On April 14, 2021, the City Council awarded a design contract to Mark Thomas Corporation for the design of the widening and improvement of Palomar Street from Wildomar Trail to Gruwell St., the improvement of Gruwell St. along the Cemetery frontage (CIP 028-2), and the 297
Wildomar Cemetery Improvements Project, Phase 1 (CIP 067-1) (Projects) (Attachment A).

The project scope included incorporating specific aesthetic and design features to provide compatibility with both the Wildomar Old Town Vision and the Cemetery Master Plan. On November 10, 2021, the City Council hosted a public workshop to provide commentary and receive and file the concepts presented for the Projects' improvements along Palomar St., Gruwell St. and along the Wildomar Cemetery frontage. Following that workshop, the City continued work with the designer to prepare plans for the Projects.

A CEQA Notice of Exemption for the Palomar Street Widening (CIP 028-2) and Cemetery Improvements (CIP 067-1) was approved by the Planning Director and filed on December 6, 2021.

Final Plans, Specifications, and Contract Documents for the Projects were completed on July 8, 2024. The final plans include the following improvements:

Palomar St. Widening to provide an additional northbound lane Multipurpose trail
Bike lanes
Sidewalks
New intersection improvements with improved pedestrian accessibility at the Wildomar Trail and Gruwell St. intersections
New traffic signals at the Wildomar Trail and Gruwell St. intersections Landscaping
Gruwell St. (along the Cemetery frontage)
Pavement reconstruction
Sidewalk
Curbside parking (south side of road)
Bike lanes
Cemetery
New block walls, wrought-iron fencing, and entrance gates Perimeter/frontage landscaping on Palomar St. and Gruwell St.

On-site accessibility (ADA) improvements
DISCUSSION:

A combined bid package for the Projects which included construction plans, technical specifications, bid documents and an engineer’s cost estimate were prepared and advertised for construction bids. Two project Addendums were issued prior to bid opening. The plans and addendums are included as Attachment B. The project was advertised for bids on July 8, 2024. Bids were accepted until 3:00 pm on August 20, 2024. The City Clerk received three (3) timely bids, as summarized in Table 1 below.

Table 1 - Bid Summary for the Projects

CONTRACTOR BID AMOUNT
Van Engineering,
Inc.
$7,695,693
Silverstrand
Construction
$8,347,155.16
298
Sully Miller
Contracting $11,092,160
The Engineer’s Opinion of Construction Costs was $6,485,656. Staff has reviewed the bid packages submitted by the bidders, checking the bid packages for compliance with the contract documents and has determined that Van Engineering Inc. is the responsible bidder submitting the lowest responsive bid. No material irregularities were found in any of the bids received. Van Engineering Inc. holds a valid Class A General Contractor’s license in the State of California, with no enforcement actions listed. Their license expires on 6/30/2026. The items of construction with the most significant increases between the Engineer's Opinion of Construction Costs and the lowest responsive bid include:

Item 66 - Construction Decorative Perimeter Wall
Engineer's Estimate = $212,000
Bid Price = $763,200
Difference = +$551,200
Item 3 - Traffic Control System
Engineer's Estimate = $125,000
Bid Price = $300,000
Difference = +$175,000
Item 6 - Clearing and Grubbing
Engineer's Estimate = $90,000
Bid Price = $380,000
Difference = +$290,000
The Experience/Qualifications Statement that was submitted with the bid documents indicate that Van Engineering Inc. has engaged in contracting under the current name for Five (5) years and has not failed to satisfactorily complete a contract. A list of four (4) completed projects were listed for reference, all of which are public works projects, ranging in value from $874,752 to $2,393,945. These projects were completed for different agencies. Van Engineering's Bid Proposal is included as Attachment C.

The construction contract allows 240 working days to complete the required work. Based on a Notice to Proceed being issued to the contractor on October 10, 2024, the contract completion is projected to be October 1, 2025 (barring time extensions due to change orders or inclement weather). The contract is included as Attachment D. Staff recommends the City Council authorize the City Manager to execute the Construction Contract with Van Engineering, Inc.

Staff also recommends the City Council authorize the Public Works to execute a Task Agreement order with Geocon West, Inc. ("Geocon"), under their existing on-call services agreement with the City, in the amount of $87,774.88 for material testing services including Extra Work Authorizations not to exceed $10,000, for a total not to exceed $97,774.88.

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. A copy of the proposed Geocon Task Agreement is included as Attachment E.

Staff also recommends the City Council authorize the Public Works Director to execute a Task Agreement with Interwest Consulting Group (Interwest), under their existing on-call services agreement with the City, in the amount of $246,882 for Construction Management and Inspection services for the projects, plus Extra Work Authorizations not to exceed $12,118, for 299
a total not to exceed amount of $259,000. 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 Task Agreement is included as Attachment F.

Staff also recommends the City Council authorize the City Manager to execute a Fifth Contract Amendment with Mark Thomas, Inc. in the amount of $103,124. Mark Thomas performed the design and prepared the construction plans, specifications for the project and will be needed to review construction submittals and address contractor questions. A copy of the proposed amendment is included as Attachment G.

Staff also recommends that the City Council approve supplemental and revised appropriations for the Projects, as detailed in the Fiscal Impacts and Account Code sections of this staff report.

As part of the Project design, the City has evaluated traffic collision history near the adjacent Wildomar Elementary School. The City's contract traffic engineer has recommended some revisions to the Projects' plans to incorporate minor adjustments to enhance traffic and pedestrian safety within the City right-of-way around the school. Staff is currently completing a review of these changes and will incorporate them into the Project once they are finalized.

If the City Council chooses to reject all bids and not award a construction contract, the City will need to modify the project to reduce costs and readvertise the project for construction at a later date. This could delay the project by four to six months and could place the City at risk of losing $432,500 in grant funds. There is also no guarantee that future bids will be less expensive than the bids that were received. Therefore, staff recommends that the City Council adopt a resolution to approve the Plans, Specifications, and Contract Documents, and to authorize the City Manager to execute a Construction Contract with Van Engineering, Inc. for the Projects.

FISCAL IMPACT:

Project expenditures for Construction are funded by:

TUMF (Fund 503) = $3,850,000
ARPA (Fund 115) = $1,243,000
Measure AA (Fund 120) = $1,340,000
TDA (Fund 202) (formerly Fund 203) = $432,500 (grant funds) Cemetery (Fund 300) = $600,000
Capital Reinvest (Fund 500) (formerly Fund 501) = $174,000 (EVMWD Reimbursable) DIF (Fund 440) = $405,000
Misc. State Funds (Fund 507) = $16,000 (grant funds)
Subtotal = $8,060,500
Expenditures related to the Construction Administration and Inspection costs, as well as MSHCP Fees are funded by:

Measure A (Fund 201) = $306,000
TUMF (Fund 503) = $282,500
Subtotal = $588,500
Total Project Budget = $8,649,000
300
Fund 300 (Cemetery) does not have an adequate fund balance to cover the full cost of the required improvements for the Wildomar Cemetery. As a result, staff recommends that the City Council reappropriate ARPA funds from Fund 115 towards Fund 302 to cover $1,234,000 of the $1,843,000 Cemetery expenditures. The ARPA funds were previously appropriated towards future public safety expenditures, allowing $1,234,000 in General Fund revenue to be used to build a set-aside reserve for public safety. Redirecting the ARPA funds towards the Cemetery will require the General Fund revenue to be reapplied towards the future public safety expenditures.

ACCOUNT CODE:

Budget Amendments
TUMF (Fund 503)
Revenues = $374,500
Expenditures = $374,500
Measure AA (Fund 120)
Expenditures = ($506,000) (Reduction)
Measure A (Fund 201)
Expenditures = $56,000
Capital Reinvestment (Fund 500) (formerly Fund 501)
Revenues = ($13,000) (Reduction)
Expenditures = ($13,000) (Reduction)
Cemetery Improvements (Fund 302)
Revenues = $1,743,000
Expenditures = $925,000
Cemetery (Fund 300)
Expenditures = $500,000
DIF Roads (Fund 440)
Expenditures = $405,000
General Fund
Expenditures = $1,243,000
ATTACHMENTS:

Presentation
Resolution
A - Project Exhibit
B.1 - Project Plans
B.2 - Project Bid Documents
B.3 - Addendum No. 1
B.4 - Addendum No. 2
C - Bid Proposal from Van Engineering, Inc.

D - Construction Contract
E - Task Agreement (Geocon)
F - Task Agreement (Interwest)
G - Fifth Contract Amendment with Mark Thomas
301
Palomar St. Widening and Cemetery
Improvements
Consideration of a Contract Award
CIP 028-2 and 067-1
Public Works/Engineering Department
October 9, 2024
302
Background
303
304
305
Palomar St. Widening
(Phase 2) and
Cemetery Improvements
(Phase 1)
April 14, 2021 - Design Contract Awarded
November 10, 2021 - City Council Design
Presentation/Workshop
Project Scope:
• Frontage improvements along Wildomar Cemetery (Palomar St. and Gruwell St.)
• Widening of Palomar St. between Wildomar Trail and Gruwell St.
• Improvements on Gruwell St.
• Sidewalks, Bike Lanes, Trails
• Incorporating specific aesthetic and design features to provide compatibility with Old Town Vision and Cemetery Master Plan 306
307
308
Cemetery Frontage (Palomar St.)
309
Cemetery Frontage (Gruwell St.)
310
Palomar St. (west side)
311
Project Status and Potential Schedule
Design plans approved
Project advertised for construction
bids
8 July 2024
Project bids received and opened
20 Aug. 2024
Consideration of a construction
contract
9 Oct. 2024
Potential start of construction
Nov./Dec. 2024
Estimated construction completion
October 2025
312
Bid Summary
Bidder/Contractor Bid Amount
Van Engineering, Inc. $7,695,693
Silverstrand Construction $8,347,155.16
Sully Miller Contracting $11,092,160
Engineer’s Estimate $6,485,656
Category Total Cost
Roadway Improvements $6,217,500
Cemetery Improvements $1,843,000
Low Bid Evaluation (with 5% contingency)
313
Proposed Project Funding Summary
Fund Source Existing Budget Proposed Budget
ARPA $0 $1,243,000
Measure AA $1,846,500 $1,340,000
Measure A $250,000 $306,000
TDA (Grant) $432,500 $432,500
Cemetery General Fund $100,000 $600,000
DIF Roads $0 $405,000
Capital Reinvestment $187,000 $174,000
TUMF (Grant) $3,758,000 $4,132,500
Misc. State Funds (Grant) $16,000 $16,000
Total $6,590,000 $8,649,000
314
Budget
Adjustment
Summary
Reallocate $1,243,000 ARPA from Police to
Cemetery Improvements
Adjust Cemetery Appropriations to Contribute
$600,000
Increase Police Appropriations in General
Fund by $1,243,000
Increase TUMF, Measure A, & DIF Roads for
Palomar Widening
Decrease Measure AA Contribution for
Palomar Widening
315
Key Considerations
If bids are rejected and new RFP conducted, construction will be delayed by 4-6 months (minimum) and may jeopardize $432,500 in grant funds
No guarantee future bids will be less expensive
Palomar Widening is an important project that is part of the City’s Old Town Vision The Cemetery Improvements are consistent with the Old Town Vision theme and the Cemetery Master Plan that was previously approved by the Board of Trustees The low-bid contractor is a local Wildomar business
316
Key
Takeaways
Reallocation of ARPA from Police will allow City to
use One-Time Monies for One-Time Improvements
Does not deplete committed reserves below the
approved minimums
These adjustments do not affect public safety
service levels
These adjustments will be accounted for in the
next 5-Year Forecast
The Cemetery Frontage Improvements are
anticipated to be in use for decades
317
Questions
318
RESOLUTION NO. 2024 -_______

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

CALIFORNIA APPROVING PROJECT PLANS, SPECIFICATIONS,

CONTRACT DOCUMENTS, AND AWARDING A CONSTRUCTION

CONTRACT FOR THE PALOMAR STREET WIDENING PROJECT,
PHASE 2 (CIP 028-2) AND THE CEMETERY IMPROVEMENTS
PROJECT, PHASE 1 (CIP 067-1) (“PROJECTS”) AND AUTHORIZING

THE CITY MANAGER TO EXECUTE A CONSTRUCTION CONTRACT
WITH VAN ENGINEERING, INC. FOR THE PROJECTS
WHEREAS, On April 14, 2021, the City Council approved a Design Professional Services with Mark Thomas Corporation for the Palomar Street Widening, Phase 2, Project and the Cemtery Improvements, Phase 1, Project (CIP 028-2 and CIP 067-1) (“Projects”); and
WHEREAS, a Notice of Exemption for the Projects was approved by the Planning Director on November 10, 2021 and filed with the County of Riverside County Clerk on November 16, 2021 as Document No. E-202101232; and
WHEREAS, Plans, Specifications, and Contract Documents were prepared for the Projects and accepted by the Public Works Director and City staff on July 8, 2024; and WHEREAS, as part of the required public bidding procedures on July 8, 2024, the City advertised the Projects to solicit bids for construction of the Projects; and WHEREAS, on August 20, 2024, the City received a total of three bid proposals from contractors for the construction of the Projects; and WHEREAS, on August 20, 2024, Van Engineering, Inc. submitted the lowest bid proposal for construction of the Projects from among the three bid proposals; and WHEREAS, City staff has reviewed and evaluated the bid proposal and verified references and recommends Van Engineering, Inc. as the lowest responsive and responsible bidder for the construction of the Projects; and WHEREAS, City staff and the City’s traffic engineer commissioned a traffic engineering analysis to the area of the Projects proximate to Wildomar Elementary School, including the traffic collision history around the project adjacent to Wildomar Elementary School which resulted in traffic safety improvements and revisions to the Plans, Specifications, and Contract Documents in the form of Addenda, Contract Change Orders, and Plan Revisions (“Revisions”); and
319
WHEREAS, the Plans, Specifications, and Contract Documents are being revised to incorporate traffic engineering recommendations to enhance traffic and pedestrian safety within the City right-of-way around the Wildomar Elementary School.

NOW THEREFORE, BE IT RESOLVED, DETERMINED AND ORDERED by the Wildomar City Council, in regular session assembled on October 9th, 2024, that:

1. The City Council accepts and exercises its discretion to approve the Plans, Specifications, and Contract Documents for the Projects, inclusive of the Revisions; and

2. The City Council accepts and exercises its discretion to approve the traffic engineering traffic safety revisions to the Plans, Specifications, and Contract Documents which incorporate traffic engineering recommendations to enhance traffic and pedestrian safety within the City right-of-way around the Wildomar Elementary School; and

3. 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

4. The City Council waives any irregularities in the bid proposal submitted by Van Engineering, Inc. for the Projects and authorizes the City Manager to execute a Construction Contract with Van Engineering, Inc. for the construction of the Projects.

PASSED, APPROVED, AND ADOPTED this 12th day of June 2024 _______________________
Bridgette Moore
Mayor
APPROVED AS TO FORM: ATTEST:
_______________________ _______________________
Thomas D. Jex Janet Morales, CMC
City Attorney City Clerk
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The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

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4200 CONCOURS ST., SUITE 330
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80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
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CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

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WITH APPLICABLE CITY STANDARDS AND

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4200 CONCOURS ST., SUITE 330
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80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

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ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

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ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

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ACCEPTED BY:

PREPARED BY:

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4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

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ACCEPTED BY:

PREPARED BY:

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4200 CONCOURS ST., SUITE 330
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80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
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Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

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4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

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PREPARED BY:

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C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/10/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

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C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/10/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
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C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/24/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
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DEMOLITION PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
331
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/24/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
℄

DEMOLITION PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
332
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted

CITY OF WILDOMAR
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/25/24
Jason Farag, PE 86560 Director of Public Works

LAYOUT - PLAN & PROFILE
℄
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℄
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DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
333
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted

CITY OF WILDOMAR
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/18/24
Jason Farag, PE 86560 Director of Public Works

LAYOUT - PLAN & PROFILE
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DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
334
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted

CITY OF WILDOMAR
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/29/24
Jason Farag, PE 86560 Director of Public Works

LAYOUT - PLAN & PROFILE
℄
℄
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Δ Δ
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℄
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DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
335
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted

CITY OF WILDOMAR
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/18/24
Jason Farag, PE 86560 Director of Public Works

LAYOUT - PLAN & PROFILE
℄
℄
℄
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℄
Δ Δ
℄
℄
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
336
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted

CITY OF WILDOMAR
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/18/24
Jason Farag, PE 86560 Director of Public Works

LAYOUT - PLAN & PROFILE
℄
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DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
337
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted

CITY OF WILDOMAR
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/18/24
Jason Farag, PE 86560 Director of Public Works

LAYOUT - PLAN & PROFILE
℄
℄
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Δ
℄
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℄
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
338
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted

CITY OF WILDOMAR
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/7/24
Jason Farag, PE 86560 Director of Public Works

LAYOUT - PLAN & PROFILE
℄
℄
℄
Δ Δ Δ
℄
℄ ℄
℄
℄
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
339
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted

CITY OF WILDOMAR
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/7/24
Jason Farag, PE 86560 Director of Public Works
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
340
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted

CITY OF WILDOMAR
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/14/24
Jason Farag, PE 86560 Director of Public Works

LAYOUT - PLAN & PROFILE
A
A
℄
℄
℄
℄
℄
℄
℄
℄
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
341
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted

CITY OF WILDOMAR
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/14/24
Jason Farag, PE 86560 Director of Public Works

LAYOUT - PLAN & PROFILE
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
342
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/24/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 LAYOUT - PLAN & PROFILE
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
343
A A
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/1/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 WIL_WQ-2 - WQ-1
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
344
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/30/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 SIGNING
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
345
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/24/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025

LEFT LANE
MUST

TURN LEFT

BIKE LANE BEGIN END
35 MPH

S P E E D

L I M I T
5 0

RIGHT LANE
MUST

TURN RIGHT
NO
STOPP ING 35
DIP
AHEAD
END
SCHOOL
ZONE
2 5 M P H

S C H OO L Z O N E

A H EA D

S C H O O L

S P E E D

L I M I T
2 5

C H I L D R E N A R E P R E S E N T W H E N

PARKING
ANY
TIME
N O
ANY
TIME
LIMIT
SPEED
40 T R A F F I C

M E R G E

T H R U
L E FT
LIMIT
SPEED
35 S P E E D

L I M I T
40 S P E E D

L I M I T
3 5
DO
NOT
PASS

HISTORIC
ROUTE
395

U S CALIFORNIA

TURNING
TO

VEHICLES
YIELD

SIGNING
ONLY

PRIVATE
ROAD
Cielo Vista WayPVT GRUWELL ST

GATE OPEN
TOWARD

VEHICLE
STOP
HERE
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
346
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/23/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
X' R.C. RED CURBS TO BE REFURBISHED

PAVEMENT DELINEATION
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
347
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/25/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
X' R.C. RED CURBS TO BE REFURBISHED

PAVEMENT DELINEATION
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
348
NOTE: MARK BY DATE ENGINEER REVISIONS CITY APPR. DATE SEAL-ENGINEER: BENCHMARK: SCALE: H: V: SHEET No. OF SHTS The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 80 Project CIP 67-1 & 28-2 CITY OF WILDOMAR CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING As Noted As Noted CITY OF WILDOMAR Jason Farag, PE 86560 Director of Public Works Date: ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES ACCEPTED BY: Plans Prepared On:4/29/24 Elevation = 1255.326' Datum = NGVD 29 BENCHMARK #E-21, U.S.C. & G.S. THIS SURVEY WAS PERFORMED ON MARCH 1, 2021 BY LAM LE L.S. 8231, EXP. 12/31/2025 R.C.E. No. EXP. 86774 3/31/2025 IRVINE, CA 92618 101 PACIFICA, SUITE 300 (949) 308-6300 PREPARED BY: CLAUDE STRAYER Traffic Signal Removal Plan Palomar Street & Gruwell Street SHT-28 DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
349
NOTE: MARK BY DATE ENGINEER REVISIONS CITY APPR. DATE SEAL-ENGINEER: BENCHMARK: SCALE: H: V: SHEET No. OF SHTS The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 80 Project CIP 67-1 & 28-2 CITY OF WILDOMAR CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING As Noted As Noted CITY OF WILDOMAR Jason Farag, PE 86560 Director of Public Works Date: ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES ACCEPTED BY: Plans Prepared On:4/30/24 Elevation = 1255.326' Datum = NGVD 29 BENCHMARK #E-21, U.S.C. & G.S. THIS SURVEY WAS PERFORMED ON MARCH 1, 2021 BY LAM LE L.S. 8231, EXP. 12/31/2025 R.C.E. No. EXP. 86774 3/31/2025 IRVINE, CA 92618 101 PACIFICA, SUITE 300 (949) 308-6300 PREPARED BY: CLAUDE STRAYER VEHICLES TO YIELD TURNING Traffic Signal Plan Palomar Street & Gruwell Street SHT-29 DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
350
NOTE: MARK BY DATE ENGINEER REVISIONS CITY APPR. DATE SEAL-ENGINEER: BENCHMARK: SCALE: H: V: SHEET No. OF SHTS The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 80 Project CIP 67-1 & 28-2 CITY OF WILDOMAR CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING As Noted As Noted CITY OF WILDOMAR Jason Farag, PE 86560 Director of Public Works Date: ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES ACCEPTED BY: Plans Prepared On:4/29/24 Elevation = 1255.326' Datum = NGVD 29 BENCHMARK #E-21, U.S.C. & G.S. THIS SURVEY WAS PERFORMED ON MARCH 1, 2021 BY LAM LE L.S. 8231, EXP. 12/31/2025 R.C.E. No. EXP. 86774 3/31/2025 IRVINE, CA 92618 101 PACIFICA, SUITE 300 (949) 308-6300 PREPARED BY: CLAUDE STRAYER Traffic Signal Removal Plan Palomar Street & Wildomar Trail SHT-30 DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
351
NOTE: MARK BY DATE ENGINEER REVISIONS CITY APPR. DATE SEAL-ENGINEER: BENCHMARK: SCALE: H: V: SHEET No. OF SHTS The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 80 Project CIP 67-1 & 28-2 CITY OF WILDOMAR CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING As Noted As Noted CITY OF WILDOMAR Jason Farag, PE 86560 Director of Public Works Date: ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES ACCEPTED BY: Plans Prepared On:4/30/24 Elevation = 1255.326' Datum = NGVD 29 BENCHMARK #E-21, U.S.C. & G.S. THIS SURVEY WAS PERFORMED ON MARCH 1, 2021 BY LAM LE L.S. 8231, EXP. 12/31/2025 R.C.E. No. EXP. 86774 3/31/2025 IRVINE, CA 92618 101 PACIFICA, SUITE 300 (949) 308-6300 PREPARED BY: CLAUDE STRAYER Traffic Signal Plan Palomar Street & Wildomar Trail VEHICLES TO YIELD TURNING SHT-31 DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
352
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/10/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 UTILITY PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
353
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/10/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 UTILITY PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
354
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/10/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 UTILITY PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
355
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/23/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 UTILITY PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
356
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/22/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CURB RAMP & DRIVEWAY DETAILS Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
357
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/30/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CURB RAMP & DRIVEWAY DETAILS Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
358
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/23/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CURB RAMP & DRIVEWAY DETAILS DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
359
∆
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/14/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CURB RAMP & DRIVEWAY DETAILS DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
360
A
℄
∆
A
A
A
A
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/14/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CURB RAMP & DRIVEWAY DETAILS DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
361
∆
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/22/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CURB RAMP & DRIVEWAY DETAILS DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
362
∆
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/17/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
℄ ℄ ℄

CURB RAMP & DRIVEWAY DETAILS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
363
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/15/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
364
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/15/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
365
℄
℄
℄
℄ ℄
℄
℄
℄
℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/15/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
366
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/15/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
367
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/15/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
368
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/9/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
369
℄
℄
℄
℄
℄
℄
℄
℄ ℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:5/9/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
370
℄
℄
℄
℄
℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/18/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
371
℄
℄
℄
℄
℄℄
℄
℄ ℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/18/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
372
℄
℄
℄
℄ ℄
℄
℄
℄
℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/18/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
373
℄
℄
℄
℄ ℄
℄
℄
℄ ℄
℄
℄
℄
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/18/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CROSS SECTIONS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
374

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
R.C.E. No.

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING

RIGHT OF WAY PLAN
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
As Noted As Noted
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/24/24
Jason Farag, PE 86560 Director of Public Works
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
375
MARK BY DATE ENGINEER REVISIONS CITY APPR. DATE R.C.E. No. SCALE: H: V: SHEET No. OF SHTS The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. C92279 06/30/2025 EXP. ONTARIO, CA 91784 4200 CONCOURS ST., SUITE 330 (909) 291-7245 80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2 CITY OF WILDOMAR CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING RIGHT OF WAY PLAN Elevation = 1255.326' Datum = NGVD 29 BENCHMARK #E-21, U.S.C. & G.S. THIS SURVEY WAS PERFORMED ON MARCH 1, 2021 BY LAM LE L.S. 8231, EXP. 12/31/2025 As Noted As Noted Date: ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES ACCEPTED BY: PREPARED BY: KIMBERLY BARLING Plans Prepared On:4/24/24 Jason Farag, PE 86560 Director of Public Works DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024 376
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/23/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CEMETERY IMPROVEMENTS TITLE
SHT-56
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
377
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/14/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 PERIMETER WALL DETAILS
SHT-57
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
378
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/14/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 PERIMETER FENCING AND GATE DETAILS

TYPICAL WROUGHT IRON FENCE

TYPICAL ELEVATION

TYPICAL GATE TRACK DETAIL TYPICAL METAL GATE WHEEL TYPICAL NYLON WHEEL GATE ROLLERS TYPICAL STEEL POST BASE PLATE DETAIL

TYPICAL PLAN VIEW

WROUGHT IRON SLIDING GATE
SHT-58
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
379
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/13/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 PERIMETER WALL - PLAN & PROFILE SHT-59
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
380
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 06/30/2025 EXP.

ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:6/14/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 PERIMETER WALL - PLAN & PROFILE SHT-60
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
381
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 EXP. 06/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/23/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CEMETERY SITE IMPROVEMENTS
SHT-61
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
382
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

C92279 EXP. 06/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

KIMBERLY BARLING
Plans Prepared On:4/22/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025 CEMETERY SITE IMPROVEMENTS
SHT-62
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
383
B
B
BB
BB
B

LAYOUT LEGEND
SYMBOL

BOLLARDBENCHPET STATION
TRASH/ RECYCLE RECEPTACLE, SEE SPECS.

ROCK FACE WALL SEE CIVIL PLANS.

CMU WALL, SEE CIVIL PLANS.

PILASTER, SEE CIVIL PLAN PLANS.

ORNAMENTAL METAL FENCE, SEE CIVIL PLANS.

DESCRIPTION
SD-3
3 SD-3
1 SD-3
2 SD-3
4 NOTE:

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/12/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
SCALE: 1" = 20'
0' 10' 20' 40'
SPD-1
PALOMAR ST 1ENTRY ENLARGEMENT
STAMPED ASPHALT SIDEWALKS.

TYP. SEE CIVIL PLANS.

MULTI-USE TRAIL FENCE,
SEE CIVIL PLANS.

SP-2 SP-1
TOP
SP-2

BOTTOM PALOMAR ST
ELM ST

WILDOMAR TR

GRUWELL ST

CERT ST
SCALE: 1" = 600'
SP-3

SITE PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
384
B
B
B

LAYOUT LEGEND
SYMBOL

BOLLARDBENCHPET STATION
TRASH/ RECYCLE RECEPTACLE, SEE SPECS.

ROCK FACE WALL SEE CIVIL PLANS.

CMU WALL, SEE CIVIL PLANS.

PILASTER, SEE CIVIL PLAN PLANS.

ORNAMENTAL METAL FENCE, SEE CIVIL PLANS.

DESCRIPTION
SD-3
3 SD-3
1 SD-3
2 SD-3
4 NOTE:

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/12/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
SCALE: 1" = 20'
0' 10' 20' 40'

GRUWELL ST GATE

ENLARGEMENT
STAMPED ASPHALT SIDEWALKS. TYP. SEE CIVIL PLANS.

ROCK FACE WALL,
SEE CIVIL PLANS.

CMU WALL,
SEE CIVIL PLANS.

MULTI-USE TRAIL FENCE,
SEE CIVIL PLANS.

ROCK FACE WALL,
SEE CIVIL PLANS.

CMU WALL,
SEE CIVIL PLANS.

ORNAMENTAL METAL FENCE,
SEE CIVIL PLANS.

LIMIT OF WORK
SPD-1
2 GATE DETAIL,
SEE CIVIL PLANS.

SP-2 SP-1
TOP
SP-2

BOTTOM PALOMAR ST
ELM ST

WILDOMAR TR

GRUWELL ST

CERT ST
SCALE: 1" = 600'
SP-3

SITE PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
385
NOTE:

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/12/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
SP-2 SP-1
TOP
SP-2

BOTTOM PALOMAR ST
ELM ST

WILDOMAR TR

GRUWELL ST

CERT ST
SCALE: 1" = 600'
STAMPED ASPHALT SIDEWALKS.

TYP. SEE CIVIL PLANS.

MULTI-USE TRAIL FENCE,
SEE CIVIL PLANS.

PALOMAR ST
SP-3
SCALE: 1" = 20'
0' 10' 20' 40'

SITE PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
386
B
B
BB
NOTE:

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/12/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
1 1/2" = 1'-0" 1/2" = 1'-0"
1 PALOMAR STREET ENTRY ENLARGEMENT
SPD-1
2'-0" 2'-6" 8'-6" FIELD VERIFIED
SCALE
2 GRUWELL STREET ENTRY ENLARGEMENT
SPD-1
0' 2.5' 5' 10'
2'-0" 6'-0"

FIELD VERIFIED
8'-0" FIELD VERIFIED 6'-0"

FIELD VEREFIED
2'-0" 2'-0" 2'-6" 2'-0"
PAVING AND HARDSCAPE, SEE CIVIL PLANS.

DECORATIVE PAVEMENT, SEE DETAIL.

CMU WALL,
SEE CIVIL PLANS.

ROCK FACE

WALL AT ENTRY,
SEE CIVIL PLANS.

PAVING AND HARDSCAPE,
SEE CIVIL PLANS.

MULTI-USE TRAIL
FENCE, SEE CIVILPLANS.

UTILITY POLE, SEE CIVIL PLANS.

SD-3
3 BOLLARDS SD-1
VEHICULAR GATE, 1SEE DETAIL.
8'-6" FIELD VERIFIED
2'-0" 8'-0" FIELD VERIFIED 2'-0" 2'-0"
SD-2
AUTOMATIC VEHICULAR GATE 1AND PEDESTRIAN SWING GATEAT GRUWELL SD-2
3 DECORATIVE PAVEMENT, SEE DETAIL. SD-2 3
P.A. P.A.

P.A.

P.A. P.A.

P.A.

P.A. P.A.

E.J.

E.J.E.J.

E.J.

E.J.E.J.

E.J.E.J.E.J.

PILASTER, SEE CIVIL PLANS.

CMU WALL,
SEE CIVIL PLANS.

ROCK FACE

WALL AT ENTRY,
SEE CIVIL PLANS.
3'-0"
15"
1'-8"
2'-4"
3'-0"
15"
1'-8"
2'-6"
9'-0"
E.Q. 4'-6" CL 8"
SD-2
VEHICULAR GATE, 1
SEE DETAIL.
9'-0"
4'-6"
CL 8"
2'-0"
2'-0"
SD-2
VEHICULAR GATE OPERATOR, 1

SEE SPEC FOR MODEL, SEE

UTILITY PLAN FOR POWER

CONNECTION
SD-1
1 VEHICULAR GATE OPERATOR,

SEE SPEC, SEE UTILITY PLAN

FOR POWER CONNECTION
9'-0" 9'-0" 9'-0"
9'-0" 9'-0"
2'-0"

AUTOMATIC VEHICULAR

GATE AT POLAMAR

SITE PLAN ENLARGEMENT
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
387
NOTE:

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:6/14/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
0'
1'
2'3'
0'
1'
2'3'
3' 2' 1' 0'
1 23
KEY:

GATE FRAME, 2" SQ GALVANIZED TUBULAR
STEEL, SEE DETAIL.

EMBLEM RING, 2" SQ GALVANIZED TUBULAR
STEEL.

CUSTOM CITY EMBLEM, GALVANIZED STEEL, 1"
THICK.
123
NOTES:

1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
FOR APPROVAL.

2. ALL METAL SURFACES INVOLVED SHALL BE

THROUGHLY CLEANED PRIOR TO APPLICATION
OF PAINT OR OTHER SURFACE TREATMENTS.

ALL METAL PARTS SHALL BE PRIMED WITH 2
COATS OF "RUSTOLEUM" OR APPROVED
EQUAL, AND RECEIVE TWO (2) COATS OF FLATBLACK PAINT.

3. ALL WELDS SHALL BE CLEANED WITH NO SHARP
EDGES AND BURRS AND SHALL BE GROUNDFOR SMOOTHNESS FOR APPROVAL BY THEENGINEER. FRONT ELEVATION SECTION A-A 2"
Ø 3'-0"
112" Ø 2'-8" 1" 2" AA
KEY:

GATE POST, 3" X 6" X 316"GALVANIZED TUBULAR
STEEL
PILASTER, S.C.D. STONE VENEER SEELANDSCAPE DETAIL.

GATE FRAME, 2" SQ GALVANIZED TUBULAR
STEEL. 0.0785" THICK
MIDDLE RAIL, 2" SQ GALVANIZED TUBULAR
STEEL. 14 GAUGE
PICKET, 3/4" SQ GALVANIZED TUBULAR STEEL.
14 GAUGE
GATE HINGE, MODEL: POWER HINGE BY
LIFTMASTER ELITE, 3000 LBS WEIGHT CAPACITY.

CITY EMBLEM AT GATE, SEE DETAIL #3/SD-1
EXPAND PILASTER CONC. FOOTING FORPOST, S.C.D. FOR REINFORCEMENTDECORATIVE STAMPED CONCRETE PAVING, SEE DETAIL #3/SD-2 FOR PATTERN

CURB AND GUTTER, SEE CIVIL DRAWINGS
(S.C.D.)

GATE POST CONNECTION - ANGLE STEEL, ONE

SIDE WELDED ON GATE POST, OTHER SIDE
WALL MOUNTED W/ 2 - 58" EXPOXY ANCHORS
NOT USEDROCK FACED WALL, S.C.D.

SWING GATE OPERATOR, SEE SPECS, AND SEE

UTILITY PLAN FOR POWER CONNECTION
30" L X 24" W X 2-6" DEEP CONCRETE PAD 6"

ABOVE GROUND
PRECAST CONCRETE CAP, SEE DETAIL #2/SD-1
123456789
10111213141516
NOTES:

1. CONTRACTOR SHALL VERIFY THE ACTUAL
DIMENSIONS IN FIELD AND SUBMIT SHOPDRAWINGS FOR REVIEW AND APPROVAL.

2. ALL FENCE COMPONENTS TO BE GALVANIZED
PAINTED BLACK, SEMI-GLOSS FINISH.

3. WELDS SHALL BE SMOOTH, CONTINUOUS BEADS,
FREE TO EXCESSIVE ROUGHNESS AND SPATTER.

GRIND SURFACE WELDS SMOOTH AND FLUSH TOMATCH AND BLEND WITH PARENT METAL SURFACES.

4. SEE SHEET PW-6 FOR GATE OPERATOR POWER
CONNECTION.
3 4
5 6
2 4
3 5 3
8 9
10 7
7" 7'-11" FIELD VERIFIED
1'-3" 2'-0"
3"78 2 " 38" TYP.
4'-1"
3'-10"
CL CL
4" TYP.
1'-112" EQ.
2'-3"
3"
858"
7'-6"
6'-6"
8'-6" FIELD VERIFIED
4" TYP.
238" TYP.
1'-2" 1'-0"
2 1
3 1'-3"
2'-6"
2'-0"
3'-0"
11 63
12 10
8 R9'-5"
R7'-10"
2'-0" 2'-6" 2'-0" 8'-6" FIELD VERIFIED
CL

PLAN VIEW
9 14
1315
16 1
2'-4"
2'-0" 1'-0" 3'-9" 1'-0"
6'-0"
3'-6"
11 6'-0"

GATE POST CONNECTION
NOTE:

1. FOR ANCHORS CONTRACTOR TO USE 58" DIAMETER
THREADED ROD WITH 5" EMBEDMENT IN MASONRY.

USE EPOXY ANCHORING ADHESIVE IN THE HOLES.

2. HOLE DIAMETER AND CLEANING OF HOLES PER
MANUFACTURER INSTRUCTIONS.

3. EPOXY ADHESIVE SHALL BE EITHER SIMPSON STRONG
11 TIE SET 3G OR HILTI HIT-HY 270.

P 1/2"x4"x1'-2"
HSS 6"x3"x3/16"
POST
1"Ø HOLE
(TYP)
TYP
1'-2"
4" 6" 4"
4"
2" 2"
NOTES:

1. THIS DRAWING IS USED TO CLARIFY THE DESIGN

INTENTION ONLY, CONTRACTOR SHALL VERIFY
THE ACTUAL DIMENSIONS IN FIELD AND SUBMITSHOP DRAWINGS FOR REVIEW AND APPROVAL.

2. REFER TO CIVIL PLANS AND DETAILS FOR
LOCATION AND CONSTRUCTION OF ROCKFACED WALL..

3. CONTRACTOR SHALL SUBMIT COLOR/FINISH
SAMPLE FOR CAP.

KEY:

PRECAST CONCRETE CAP, CUSTOM IN 24"

SEGMENTS, AVAILABLE AT CONCRETE DESIGN
INC. (520) 624-6653
COLOR: G040 OLD PEWTER, FINISH: ETCHED.

VENEER MORTAR, SEE DETAIL.

STONE VENEER, SEE DETAIL.

PILASTER, S.C.D.
1234
2'-6" SQ.
4"

TOP VIEW
1 234
1 34
R 12" 3/8" = 1'-0" 1 AUTOMATIC VEHICULAR GATE AT PALOMAR SD-1 1" = 1'-0" 3 CITY EMBLEM AT VEHICULAR GATE SD-1 1" = 1'-0" 2 PRECAST CAP FOR PILASTER SD-1 SD-2 2 SD-2
2 SD-1
1 SITE PLAN DETAILS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
388
NOTES:

1. REFER TO SHEET SPD-1 & SPD-2 FOR LOCATION
OF PAVEMENT PATTERN.

2. REFER TO CIVIL PLANS AND DETAILS FOR
LOCATION AND CONSTRUCTION OFPAVEMENT.

3. CONTRACTOR SHALL SUBMIT COLOR SAMPLES
FOR REVIEW AND APPROVAL PRIOR TOINSTALLATION.

KEY:

HERRINGBONE USED BRICK TEXTURED PATTERN
WITH 18" MASONITE, BY BOMANITE, RELEASE
AGENT COLOR: CAFE AU LAIT.

SOLDIER COURSE USED BRICK TEXTURED
PATTERN, 6 BRICKS, BY BOMANITE, RELEASE
AGENT COLOR: CARAMEL.

EXPANSION AND SCORE JOINT, S.C.D.
123
8" 4" EQ
2'-0"

EQEQEQEQ
8"2'-9 14" 4" 8"
32 1
NOTES:

1. REFER TO CIVIL PLANS AND DETAILS FOR LOCATION
AND CONSTRUCTION OF ROCK FACED WALL..

2. CONTRACTOR SHALL SUBMIT COLOR/FINISH SAMPLE

FOR CAP, VENEER FOR REVIEW AND APPROVAL PRIOR
TO INSTALLATION.

KEY:

PRECAST CONCRETE CAP, CUSTOM IN 24" SEGMENTS,
AVAILABLE AT CONCRETE DESIGN INC. (520) 624-6653
COLOR: G040 OLD PEWTER, FINISH: ETCHED.

VENEER MORTAR, MVIS BY LATICRETE OR EQUAL..

SPLIT FIELDSTONE VENEER, BY CORONADO STONE
COLOR: LOMPOC, STONE SIZES AVERAGE FROM 6" TO
20". CORNER RETURNS RANGE FROM 3" TO 10",
THICKNESS: 1" TO 2"(NOMINAL).

CMU WALL REINFORCEMENT AND FOOTING, S.C.D.
1/2" DEEP RAKED GROUT JOINT. GROUT COLOR TO
MATCH #34, SANDSTONE BY LATICRETE MVIS
PREMIOUM POINTING.FOUNDATION WEEP SCREED.FINISHED GRADE. 1234567

PATTERN
1 234
6 5
7 1'-1"
4"
R 12" 2X ENLARGEMENT
VARIES 6'-0" TO 8"-0"
2"
8"
NOTE:

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:6/14/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
KEY:

GATE POST, 3" X 6" X 316" GALVANIZED TUBULAR

STEELSTONE VENEER AT PILASTER, SEE LANDSCAPE
DETAIL #2/SD-2
GATE FRAME, 2" SQ GALVANIZED TUBULAR
STEEL, 0.0785" THICK
MIDDLE RAIL, 2" SQ GALVANIZED TUBULAR
STEEL, 14 GAUGE
PICKET, 3/4" SQ GALVANIZED TUBULAR STEEL,
14 GAUGE
AUTO CLOSE PEDESTRIAN HINGE, MODEL:

UPPER - MAMMOTH 180 BY LOCINOX OREQUAL, LOWER - DINO BY LOCINOX OREQUAL

VEHICULAR GATE LEAF, SIMILAR TO PALOMAR
GATE, SEE DETAIL #2/SD-1
FENCE POST CONCRETE FOOTING, 1' DIA MINDECORATIVE STAMPED CONCRETE PAVING, SEE DETAIL #3/SD-2 FOR PATTERN
CITY EMBLEM AT GATE, SEE DETAIL #3/SD-1WELD ON GATE BOX WITH ACCESSIBLE LEVER HARDWARE SEE SPEC.PRECAST CONCRETE CAP, SEE DETAIL #2/SD-1KICK PLATE, 14" GALV. STEEL WELDED ON THEPUSHSIDEEXPAND PILASTER CONCRETE FOOTING FOR

GATE POST
15 GATE POST CONNECTION - ANGLE STEEL, ONE

SIDE WELDED ON GATE POST, OTHER SIDE
WALL MOUNTED W/ 2 - 58" EXPOXY ANCHORS
123456789
1011121314
CL
1 7
3 5
2'-0" 6'-0" FIELD VERIFIED 2'-0" 8'-0" FIELD VERIFIED
10 4" TYP.
1'-0" 4'-3" 1'-0" 3"
2'-0" CLR 3'-4" 2
4 4
6 8
11 3'-3"
3"
10"
1'-3"
13 12
1'-0"
2'-6"
13 NOTES:

1. CONTRACTOR SHALL VERIFY THE ACTUAL
DIMENSIONS IN FIELD AND SUBMIT SHOPDRAWINGS FOR REVIEW AND APPROVAL.

2. ALL FENCE COMPONENTS TO BE GALVANIZED
PAINTED BLACK, SEMI-GLOSS FINISH.

3. WELDS SHALL BE SMOOTH, CONTINUOUS BEADS,
FREE TO EXCESSIVE ROUGHNESS AND SPATTER.

GRIND SURFACE WELDS SMOOTH AND FLUSH TOMATCH AND BLEND WITH PARENT METAL SURFACES.

4. SEE SHEET PW-6 FOR GATE OPERATOR POWER
CONNECTION.
3 12
2'-0" CLR 3'-4"
CL
8'-0" FIELD VERIFIED 8'-0" FIELD VERIFIED
2'-4"
2'-0"
2'-0" 6'-0"
2'-0" 3'-0"
2'-6"
12 7'-6" FIELD VERIFIED
3'-6"
12 2'-6"
14 14
6'-0"
15 3/8" = 1'-0"
1 AUTOMATIC VEHICULAR GATE AND PEDESTRIAN SWING GATE AT GRUWELL SD-2 3/4" = 1'-0"
3 DECORATIVE PAVEMENT
SD-2
1/2" = 1'-0"
2 ROCK FACED WALL
SD-2

SITE PLAN DETAILS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
389
NOTES:

1. SEE SPECS FOR TYPE AND MANUFACTURER.

2. ALL DIMENSIONS AND CLEAR AREAS MUST MEET ADA
STANDARDS.

3. INSTALLATION TO BE COMPLETED ACCORDANCE WIH
MANUFACTURER'S SPECIFICATIONS.

KEY:

PET STATION SIGN ANOVA D007DOG BAG DISPENSER WITH KEY LOCK

ASSEMBLY POST PER MANUFACTURER
INSTALL FOOTING PER MANUFACTURER.FINISH GRADE.
12345
6'-1" 1'-2"
1 2345
6" 1'-6"
1'-2"
NOTES:

1. ALL STL. MEMBERS COATED W/ ZINC
RICH EPOXY THEN FINISHED W/POLYESTER POWDER COATING.

2. 1/2" X 3 3/4" EXPANSION ANCHOR
BOLTS PROVIDED.

3. LATCH PROVIDED W/ KEY, USE OF KEY
OPTIONAL..

KEY:

DUMOR TRASH RECEPTACLE 157-32
5 16" SS FLAT WASHER, 516" SS NYLON
LOCK NUT, AND 516" X 1" SS FLT SKTHD CAP SCR.
14" THK SS PLATE W/ 1116" DIA. HOLE.1
2" X 3 3 4" EXPANSION ANCHOR
BOLT.FINISHED SURFACE.
12345
41 1/16"
Ø 33"
Ø 22 7/8"
Ø 27"
1 345
2 NOTE:

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/23/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
KEY:

BENCH, DUMOR 119-80 WITH CENTER

ARMREST, IN-GROUND MOUNT, BLACK
SUDAN POWDER COAT FINISH.

CONCRETE PAVING, SLOPE PER PLAN

SURFACE MOUNTED PER
MANUFACTURER'S RECOMMENDATIONS.

BOLTS WITH NUTS SUPPLIED BY
MANUFACTURER. ALL NUTS SHALL BE

TACK WELDED IN PLACE, WITH
MATCHING TOUCH UP PAINT.

PLANTING AREA
1234
NOTES:

1. DONATION PLAQUE MOUNTING PLATE AT
EACH ARM REST END. BENCH TO HAVE
CENTER ARM REST.

2. SEE PLAN FOR BENCH LOCATIONS.
34 2
32 11/16"
18 7/8"
1 20 1/2"
28 1/16"
KEY:

FULLY WELDED FLAT STEEL TOP

REMOVABLE BOLLARD, TOURNESOL SITEWORKS,
B-02140-80-3006, IN-GROUND MOUNT, STAINLESS STEELFINISH, SEE MFR SPECS AND DETAILS FOR MORE DETAILS YELLOW REFLECTIVE TAPE 3" WIDE

LOCK RECESS MADE TO ACCEPT PADLOCKFINISH GRADEHOT DIP GALVANIZED RECEIVER

CONCRETE FOOTING
HOT DIP GALVANIZED STEEL STOPS, 2 PLSDRAIN ROCK, CLASS II 123456789
3' - 0" 24"
4" 4"
4"
Ø6"
2345
6 7
89 1 3" 3"
1" = 1'-0"
4 TRASH RECEPTACLE
SD-3
N.T.S.
1 BENCH
SD-3 3/4" = 1'-0"
2 PET STATION
SD-3
N.T.S.
3 REMOVABLE BOLLARD
SD-3

SITE PLAN DETAILS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
390
C SIGN NOTE: MARK BY DATE ENGINEER REVISIONS CITY APPR. DATE SEAL-ENGINEER: R.C.E. No. BENCHMARK: SCALE: H: V: SHEET No. OF SHTS The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 6563 EXP. 09/30/2025 ONTARIO, CA 91784 4200 CONCOURS ST., SUITE 330 (909) 291-7245 80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2 CITY OF WILDOMAR CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING As Noted As Noted CITY OF WILDOMAR Jason Farag, PE 86560 Director of Public Works Date: ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES ACCEPTED BY: PREPARED BY: JINGWEN GUO Plans Prepared On:4/12/24 Elevation = 1255.326' Datum = NGVD 29 BENCHMARK #E-21, U.S.C. & G.S. THIS SURVEY WAS PERFORMED ON MARCH 1, 2021 BY LAM LE L.S. 8231, EXP. 12/31/2025 SCALE: 1" = 20' 0' 10' 20' 40' PROPOSED LOCATION OF IRRIGATION MAINLINE, 1'-0" OFFSET FROM PROPOSED WALL LOCATION IP-2 IP-1 TOP IP-2

BOTTOM PALOMAR ST
ELM ST

WILDOMAR TR
GRUWELL ST SCALE: 1" = 600' .96 5.45 1" A-1 IRRIGATION NOTES - RECLAIMED WATER 1. NO DRINKING FOUNTAINS OR EATING AREAS ARE ALLOWED IN THE APPROVED RECYCLED WATER USE AREA UNLESS ADEQUATELY PROTECTED FROM OVERSPRAY. MODIFY IRRIGATION SYSTEM BY REDIRECTING OR RELOCATING SPRINKLERS TO REDIRECT ANY SPRAY AWAY FROM DRINKING FOUNTAINS AND OUTDOOR EATING AREAS INCLUDING TABLES AND SEATING FACILITIES. MOVABLE TABLES AND CHAIRS WILL BE RELOCATED TO A NON-IRRIGATED AREA DURING WATERING HOURS. 2. DIRECT CHEMICAL INJECTION SYSTEMS ARE NOT PERMITTED ON THE RECYCLED WATER IRRIGATION SYSTEM. THE CONTRACTOR SHALL REMOVE ANY SUCH SYSTEM IF FOUND. 3. THE RECYCLED WATER METER WILL BE INSTALLED BY THE CONTRACTOR AFTER THE WATER SERVICE AGREEMENT HAS BEEN APPROVED, ALL APPLICABLE FEES HAVE BEEN PAID, AND ALL APPROVALS HAVE BEEN OBTAINED. 4. UPON RECEIVING RECYCLED WATER, THE RECYCLED WATER IRRIGATION SYSTEM MUST PASS A COVERAGE TEST PERFORMED BY THE SITE'S REPRESENTATIVE AND ATTENDED BY THE SITE SUPERVISOR AND THE CITY OF WILDOMAR. DURING THE TEST, THE SITE REPRESENTATIVE IS RESPONSIBLE FOR CLEANING, FLUSHING, AND/OR ADJUSTING ALL IRRIGATION HEADS AND THE FLOW CONTROL AT EACH REMOTE CONTROL VALVE TO OBTAIN OPTIMUM PERFORMANCE AND BEST COVERAGE WHILE PREVENTING OVERSPRAY AND RUNOFF ON TO WALKWAYS, ROADWAYS, BUILDINGS, AND OTHER AREAS NOT APPROVED FOR RECYCLED WATER USE. 5. ALL NEW IRRIGATION EQUIPMENT AND VALVE BOXES SHALL BE PURPLE IN COLOR TO INDICATE RECYCLED WATER. 6. THE IRRIGATION SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE LANDSCAPE ARCHITECT ANY DIFFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE POINT OF CONNECTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED IN WRITING PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 7. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE ELECTRIC CONTROL AND QUICK COUPLING VALVES IN GROUND COVER/SHRUB AREAS, 6" TO 12" AWAY FROM EDGE OF SIDEWALK FOR EASY ACCESS. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE THEMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES, AND UTILITIES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. THEY SHALL COORDINATE THEIR WORK FOR THE LOCATION OF UTILITIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND NEAR STRUCTURES. PRIOR TO CONSTRUCTION, CONTACT ALL APPLICABLE AGENCIES AND U.S.A. AT (800) 642-2444 TO FIELD LOCATE ALL EXISTING UTILITIES. 9. THE FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. 10. FIELD ADJUSTMENTS MAY BE REQUIRED TO PROVIDE OPTIMUM OPERATING EFFICIENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE LANDSCAPE ARCHITECT TO REVIEW PROPOSED FIELD ADJUSTMENTS PRIOR TO INSTALLATION. IN THE EVENT THAT NO WRITTEN REQUEST IS RECEIVED BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS. 11. SLEEVE ALL PRESSURE MAINLINE PIPE, LATERAL PIPE, AND CONTROL WIRES UNDER STREETS AND CONCRETE WALKWAYS WITH THE PROPER SIZE SCH 40 PURPLE PVC AND DEPTH AS SPECIFIED. 12. INSTALL A COPPER TRACE WIRE FROM THE WATER METER TO THE BACKFLOW PREVENTER, BURIED IN THE SAME TRENCH AS THE PRESSURE SUPPLY LINE PIPING. 13. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN THE CONSTRUCTION DETAILS. USE "TEFLON" TAPE ON ALL PVC MALE THREADS OF ALL SPRINKLER SWING JOINTS AND VALVE ASSEMBLIES EXCEPT MARLEX STYLED FITTINGS. 14. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN THE CONSTRUCTION DETAILS. USE "TEFLON" TAPE ON ALL PVC MALE THREADS OF ALL SPRINKLER SWING JOINTS AND VALVE ASSEMBLIES EXCEPT MARLEX STYLED FITTINGS. 15. SEE ELSINORE VALLEY MUNICIPAL WATER DISTRICT RECYCLED WATER GENERAL NOTES FOR MORE INFORMATION. 1.29 1-1/2" A-1 IRRIGATION CONTROLLER, CALSENSE CS3-16-S/CS3-GR-KIT/COMM-5YR-2/FM 2, 16 STATION CONTROLLER, MOUNTED IN STAINLESS STEEL PEDESTAL ENCLOSURE. INSTALL PER DETAIL. EXISTING WATER METER. SEE IRRIGATION PLANS FOR LOCATION. EXISTING REDUCED PRESSURED BACKFLOW ASSEMBLY. SEE IRRIGATION PLANS FOR LOCATION. CONTRACTOR TO TEST AND CERTIFY ALL BACKFLOW PREVENTION DEVICES. MASTER VALVE, SUPERIOR 3200150, SIZE PER LINE SIZE NORMALLY CLOSED, FLOW REQUIREMENTS 0-20 GPM. INSTALL PER DETAIL. FLOW SENSOR, RAINBIRD FS150B, SIZE PER LINE, WITH OPERATING RANGE OF 4-80 GPM. INSTALL PER DETAIL. BALL VALVE, JONES B67254, FULL PORT BRASS BALL VALVE WITH CPV CONNECTION, SIZE PER LINE. INSTALL PER DETAIL. REMOTE CONTROL VALVE ASSEMBLY, RAINBIRD 100-EFB-CP WITH PURPLE HANDLE COVER, 1" SIZE. WITH BALL VALVE, WATTS LFB6001, SIZE AS REQUIRED. INSTALL PER DETAIL. DRIP REMOTE CONTROL VALVE ASSEMBLY, RAINBIRD PESB-R VALVE AND XCZ-100-PRB-R FILTER, 1" SIZE, WITH OPERATING RANGE OF 0.3-20 GPM. WITH BALL VALVE, WATTS LFB6001, SIZE AS REQUIRED. INSTALL PER DETAIL. QUICK COUPLING VALVE ASSEMBLY, NELSON, 7645 WITH ACME THREADS AND PURPLE RUBBER OR VINYL LOCKING COVER, 3 4" SIZE. INSTALL BALL VALVE, WATTS LBF6001, BETWEEN MAINLINE CONNECTION AND QUICK COUPLER AS SHUT OFF. INSTALL PER DETAIL. SHRUB BUBBLER, RAINBIRD RWS-GRATE-P-S-B-1401, 10" TUBE, 0.25 GPM. INSTALL PER DETAIL. DEEP WATER BUBBLER ASSEMBLY, RAINBIRD RWS-GRATE-P-B-X-1401, 36" TUBE, 0.50 GPM, TWO PER TREE. INSTALL PER DETAIL. EXISTING IRRIGATION SUPPLY LINE MAINLINE, SCH 40 PVC PURPLE PIPE 2" DIA, INSTALL PER DETAIL. EXISTING MAINLINE LATERAL LINE, SCH 40 PVC PURPLE PIPE, SIZE 1" UNLESS NOTED OTHERWISE, INSTALL PER DETAIL. SLEEVE, SCH 40 PVC PURPLE PIPE, SIZE PER DETAIL. COVER TO BE AS INDICATED IN SPECS. FOR PIPE DEPTH OF COVER, INSTALL PER DETAIL. CONTRACTOR TO PROVIDE EXTRA SLEEVE ADJACENT TO PROPOSED SLEEVE WHEN NECESSARY. SIZE SLEEVES PER DETAIL. SUBSURFACE DRIP, RAINBIRD XFS-CVP-09-12 DRIPLINE WITH COPPER SHIELDTM TECHNOLOGY, 10' HOLD-BACK, INSTALL PER DETAIL. INSTALL FLUSH VALVES AND AIR RELIEF VALVES PER DETAIL. INSTALL DRIP SYSTEM OPERATION INDICATOR, RAINBIRD XFS FOR SUB-SURFACE DRIPLINE, WITHIN 3 FEET OF IRRIGATION VALVES FOR MAINTENANCE. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. RECYCLED WATER PURPLE SIGN: "RECYCLED WATER IRRIGATION - DO NOT DRINK, WASH HANDS AFTER CONTACT" ALUMINUM SIGN, REFER TO EVMWD DETAIL FOR MORE INFORMATION. CONTROLLER VALVE NUMBER VALVE SIZE APPROXIMATE GPM THROUGH VALVE IRRIGATION LEGEND - RECLAIMED WATER PRECIPITATION RATE ID-12 ID-13 ID-21 ID-24 ID-11ID-11ID-15 ID-32 ID-33 ID-31 ID-25 ID-25 ID-26 ID-25 ID-26 ID-22ID-23 CMVFSIGN ID-11 ID-14 ID-42 ID-42 2ID-4 ID-42 ID-34 ID-35 ID-43 ID-44 ID-44 ID-44 PALOMAR ST IP-3 R/W R/W R/W R/W CONTROLLER "A" INSTALL NEW CONTROLLER AT THIS LOCATION. CONTRACTOR TO COORDINATE POWER AND CONDUIT RUN TO THIS LOCATION FROM POWER SOURCE OF THE CEMETERY BUILDING. REFER TO IRRIGATION LEGEND FOR COMMUNICATION TYPE. REFER TO UTILITY PLAN ON SHEET PW-6 FOR MORE INFORMATION. CONTRACTOR TO COORDINATE. ID-46 IRRIGATION PLAN DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024 391
M V F SIGN SIGN NOTE: MARK BY DATE ENGINEER REVISIONS CITY APPR. DATE SEAL-ENGINEER: R.C.E. No. BENCHMARK: SCALE: H: V: SHEET No. OF SHTS The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 6563 EXP. 09/30/2025 ONTARIO, CA 91784 4200 CONCOURS ST., SUITE 330 (909) 291-7245 80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2 CITY OF WILDOMAR CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING As Noted As Noted CITY OF WILDOMAR Jason Farag, PE 86560 Director of Public Works Date: ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES ACCEPTED BY: PREPARED BY: JINGWEN GUO Plans Prepared On:4/12/24 Elevation = 1255.326' Datum = NGVD 29 BENCHMARK #E-21, U.S.C. & G.S. THIS SURVEY WAS PERFORMED ON MARCH 1, 2021 BY LAM LE L.S. 8231, EXP. 12/31/2025 SCALE: 1" = 20' 0' 10' 20' 40' BUB 24 1-1/2" A-4 0.96 15.93 1" A-6 BUB61" A-7 0.96 3.96 1" A-8 POINT OF CONNECTION (P.O.C.) CONTRACTOR SHALL REUSE EXISTING RECLAIMED WATER METER PROVIDED BY ELSINORE VALLEY MUNICIPAL WATER DISTRICT. STATIC WATER PRESSURE AT EXISTING SERVICE STUB IS 65 PSI WITH A MAXIMUM DEMAND OF 26 GPM. CONTRACTOR SHALL VERIFY STATIC PRESSURE AT P.O.C. PRIOR TO CONSTRUCTION. IP-2 IP-1 TOP IP-2

BOTTOM PALOMAR ST
ELM ST

WILDOMAR TR

GRUWELL ST
CERT ST SCALE: 1" = 600' BUB 131" A-2 0.96 8.63 1" A-3 0.96 9.33 1" A-5 PROPOSED LOCATION OF IRRIGATION MAINLINE, 1'-0" OFFSET FROM PROPOSED WALL LOCATION PALOMAR ST IP-3 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EXISTING CEMETARY IRRIGATION SYSTEM TO REMAIN AND BE PROTECTED IN PLACE. CONTRACTOR IS RESPONSIBLE TO ENSURE THE EXISTING IRRIGATION SYSTEM TO BE OPERATIONAL DURING CONSTRUCTION. IRRIGATION PLAN DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024 392

M M C C C M V F SIGN
SIGN SIGN M M C C NOTE: MARK BY DATE ENGINEER REVISIONS CITY APPR. DATE SEAL-ENGINEER: R.C.E. No. BENCHMARK: SCALE: H: V: SHEET No. OF SHTS The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 6563 EXP. 09/30/2025 ONTARIO, CA 91784 4200 CONCOURS ST., SUITE 330 (909) 291-7245 80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2 CITY OF WILDOMAR CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING As Noted As Noted CITY OF WILDOMAR Jason Farag, PE 86560 Director of Public Works Date: ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES ACCEPTED BY: PREPARED BY: JINGWEN GUO Plans Prepared On:4/12/24 Elevation = 1255.326' Datum = NGVD 29 BENCHMARK #E-21, U.S.C. & G.S. THIS SURVEY WAS PERFORMED ON MARCH 1, 2021 BY LAM LE L.S. 8231, EXP. 12/31/2025 SCALE: 1" = 20' 0' 10' 20' 40' CONTROLLER "B" USE EXISTING CONTROLLER APPROXIMATELY 170LF AWAY FROM IRRIGATION AREA LOCATED IN EXISTING BUILDING. CONTRACTOR TO FIELD VERIFY THE LOCATION AND COORDINATE POWER AND CONDUIT RUN TO THIS LOCATION FROM POWER SOURCE POINT OF CONNECTION (P.O.C.) AT EXISTING RECLAIMED WATER METER LOCATION, CONTRACTOR SHALL TEST THE EXISTING IRRIGATION SYSTEM AND VERIFY STATIC WATER PRESSURE AT P.O.C. PRIOR TO CONSTRUCTION. IP-2 IP-1 TOP IP-2

BOTTOM PALOMAR ST
ELM ST

WILDOMAR TR

GRUWELL ST
CERT ST SCALE: 1" = 600' 0.96 30.85 1" B-1 PALOMAR ST IP-3 0.96 22.91 1" B-2 0.96 17.43 1" B-3 0.96 10.22 1" C-1 POINT OF CONNECTION (P.O.C.) AT EXISTING POTABLE WATER METER LOCATION, CONTRACTOR SHALL TEST THE EXISTING IRRIGATION SYSTEM AND VERIFY STATIC WATER PRESSURE AT P.O.C. PRIOR TO CONSTRUCTION. CONTROLLER "C" USE EXISTING CONTROLLER APPROXIMATELY 170LF AWAY FROM IRRIGATION AREA LOCATED IN EXISTING BUILDING. CONTRACTOR TO FIELD VERIFY THE LOCATION AND COORDINATE POWER AND CONDUIT RUN TO THIS LOCATION FROM POWER SOURCE R/W R/W R/W R/W R/W EXISTING RETAIL IRRIGATION SYSTEM TO REMAIN AND BE PROTECTED IN PLACE. CONTRACTOR IS RESPONSIBLE TO ENSURE THE EXISTING IRRIGATION SYSTEM TO BE OPERATIONAL DURING CONSTRUCTION. EXISTING RETAIL IRRIGATION SYSTEM TO REMAIN AND BE PROTECTED IN PLACE. CONTRACTOR IS RESPONSIBLE TO ENSURE THE EXISTING IRRIGATION SYSTEM TO BE OPERATIONAL DURING CONSTRUCTION. IRRIGATION PLAN DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024 393
KEY:

STAINLESS STEEL ENCLOSURE

SECURE IRRIGATION CONTROLLER TO A VANDAL

RESISTANT ENCLOSURE AND SECURE ENCLOSURE
TO A CONCRETE PAD. SEE IRRIGATION LEGEND

FOR MANUFACTURER AND MODEL NUMBER OF
CONTROLLER AND ENCLOSURE.

CONCRETE PAD - INSTALL ABOVE GRADE, AND
SLOPE TOP TO DRAIN AT A MINIMUM OF 2% WITH
A 6-INCH MINIMUM THICKNESS.

PVC SLEEVE WITH 5
8 " COPPER GROUND ROD
INSIDE

GFI OUTLET & SWITCH

PLASTIC SHIELD FOR STATION/OPTION CARDS

OPTIONAL TWO-WIRE TERMINAL

CONVENTIONAL WIRED STATION AND OPTION

TERMINALS
120 VAC JUNCTION BOX (INCLUDED WITH

ENCLOSURE)
SCH 40 PVC ELECTRICAL SWEEP FOR 120 VAC
POWER

FINISHED GRADE
SCH 40 PVC ELECTRICAL SWEEP FOR FIELD WIRES,
EXTEND 6" BEYOND EDGE OF CONCRETE PAD.

OPTIONAL STUBBY ANTENNA(S)
MOUNTING J-BOLT (4 TYP)

LOUVERED VENTS
#6 BARE COPPER GROUND WIRE
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
NOTES:

1. ALLOW MINIMUM OF 7 1
2 " OF CLEARANCE BEHIND ENCLOSURE FOR FULLY OPENED LID

2. 120 VAC POWER AND GROUNDING PER NATIONAL AND LOCAL ELECTRICAL CODES.

3. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 1 2
3 16
4 5
6 7
8 9
12 10
11 13
14 2
15 6" 6"
LID
OPEN
LID
OPEN

FRONT VIEW SIDE VIEW
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/25/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
KEY:

FINISH GRADE

QUICK COUPLING VALVE, SEE IRRIGATION
LEGEND
VALVE BOX, AND LOCKING COVER. SEE
SPECIFICATIONS.

SCH. 40 PVC 90° ELL (FIPTXMIPT)
SCH 40 PVC TEE (SLIPXSLIPXFIPT)
BRICK TYP. (3) PLACES
3/4" DRAIN ROCK

STAINLESS STEEL SCREW CLAMP, MINIMUM
(3) PLACES
SCH 80 PVC THREADED NIPPLE, 12" LONG
#5 REBAR ANGLE IRON (36" LONG)
SCH 40 PVC 90" ELL (FIPTXMIPT)
SCH 40 PVC 90" ELL (FIPTXFIPT)
SCH 80 PVC THREADED NIPPLE (12" LONG)
1 2
3 4
5 6
7 8
9 10
11 12
13 NOTES:

1. INSTALL QUICK COUPLING VALVES IN PLANTING BEDS WHEREVER POSSIBLE.

2. PLACE 3/4" DIAMETER DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX.

3. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.

4. SIZE OF ASSEMBLY TO BE EQUAL TO THE FIPT OF THE QUICK COUPLER. 1 2
3 4
5 6
7 8
9 10
11 12
13 6" 2"
N.T.S.
1 VALVE BOX LAYOUT
ID-1
N.T.S.
3 MASTER VALVE ASSEMBLY
ID-1
N.T.S.
2 IRRIGATION CONTROLLER
ID-1
N.T.S.
5 QUICK COUPLING VALVE ASSEMBLY
N.T.S. ID-1

ELSINORE VALLEY MUNICIPAL WATER DISTRICT STANDARDS
4 LOCATOR WIRE INSTALLATION
ID-1

SEE LEGEND

IRRIGATION DETAILS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
394
NOTES:

1. INSTALL VALVES A MINIMUM OF 1' - 0" FROM STRUCTURES OR HARDSCAPING.

2. INSTALL VALVES IN PLANTING BEDS WHEREVER POSSIBLE.

3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.

4. INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS FLUSH WITH ADJACENT HARDSCAPING.

5. PLACE DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX.

6. BALL VALVE & FITTINGS SHALL BE LINE SIZE UNLESS NOTED OTHERWISE.

7. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.

KEY:

VALVE BOX WITH BOLT DOWN COVER
AND BOX EXTENSIONS AS REQUIRED.

REFER TO SPECIFICATIONS.

FLUSH IN PAVED AREAS, 2" IN
PLANTING BEDS.

PIG TAIL EXPANSION LOOP, 18"
MINIMUM.

BALL VALVE. SEE IRRIGATION LEGEND

FOR MANUFACTURER AND MODEL
NUMBER.

ELECTRIC CONTROL VALVE.

CONTROL AND COMMON WIRES.

VALVE IDENTIFICATION TAG, REFER TO
SPECIFICATIONS.

FINISHED GRADE.

DRIP FILTER.

LATERAL LINE, ANGLE TO 12"
MINIMUM DEPTH AS REQUIRED.

STANDARD BRICK , TYP. FOUR (4).

SCH 80 PVC UNION DOWNSTREAM
OF VALVE.

SCH 40 PVC ADAPTER, TYP.
3/4" DIAMETER DRAIN ROCK BELOW
VALVE.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
6"
2"
1 2
3 4
5 6
7 8
9 10
12 13
14 11
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/25/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
KEY:

VALVE BOX WITH BOLT DOWN COVER AND BOX
EXTENSION IF REQUIRED. REFER TO SPECIFICATIONS.

FLUSH IN PAVED AREAS, 2" IN PLANTING BEDS
PIG TAIL EXPANSION LOOP, MINIMUM 18"

ELECTRIC CONTROL VALVE

VALVE IDENTIFICATION TAG

CONTROL AND COMMON WIRES
LATERAL LINE, ANGLE TO 12" MINIMUM DEPTH AS

REQUIRED
STANDARD BRICK, TYP. FOUR (4) PLACES
SCH 80 PVC UNION DOWNSTREAM OF VALVE
SCH 40 PVC MALE ADAPTER, TYP. TWO (2) PLACES
3/4" DIAMETER DRAIN ROCK BELOW VALVE
BALL VALVE. SEE IRRIGATION LEGEND FOR

MANUFACTURER AND MODEL NUMBER
1 2
3 4
5 6
7 8
9 10
11 12
NOTES:

1. INSTALL VALVES A MINIMUM OF 12" FROM STRUCTURES OR
HARDSCAPING.

2. INSTALL VALVES IN PLANTING BEDS WHEREVER POSSIBLE.

3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR
HARDSCAPING.

4. INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS FLUSH WITH ADJACENT HARDSCAPE.

5. PLACE 3/4" DIAMETER DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX.

6. BALL VALVE AND FITTINGS SHALL BE LINE SIZE UNLESS NOTED OTHERWISE.

7. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE
INFORMATION.
2 1 3
4 5
6 7
8 9
12 11 10
6"
FLOW
NOTES:

1. ALL SLEEVES TO BE SCH 40 PVC

2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS, CAP ENDS AND FLAG LOCATIONS.

3. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.

KEY:

FINISH GRADE OF ASPHALT PAVING,

CONCRETE OR OTHER IMPERVIOUS
MATERIALS. SEE CIVIL PLANS.

CLEAN BACKFILL COMPACTED TO 95% UNDER
PAVING. SEE SPECIFICATIONS.

NON PRESSURE LATERAL LINE SLEEVE REQ.

UNDER PAVING (TWICE THE DIA. OF LATERAL
LINE)
MAIN LINE SLEEVE REQUIRED. UNDER PAVING
(TWICE THE DIAMETER. OF PRESSURE MAIN
LINE)
CONTROL WIRE CONDUIT UNDER PAVING.

SIZE AS REQUIRED. INSTALL ADJACENT TO
PRESSURE MAIN LINE.
1 2
3 4
5 24" MIN. UNDER

SUBBASE PAVEMENT

PAVEMENT DEPTH VARIES
2"
1 2
3 4
5 1
2 3
4 2
1 5
1'-0" MIN.
1'-6" MIN.

KEY:

FINISH GRADE

CLEAN BACKFILL
COMPACTED TO 85%. SEE
SPECIFICATIONS.

LATERAL LINE

MAINLINE

CONTROL WIRE ADJACENT
TO MAINLINE. SEE
SPECIFICATIONS.
1 2
3 4
5 NOTES:

1. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.

N.T.S.
1 FLOW SENSOR ASSEMBLY
ID-2 N.T.S.
2 REMOTE CONTROL VALVE ASSEMBLY
ID-2 N.T.S.
3 DRIP REMOTE CONTROL VALVE ASSEMBLY
ID-2
N.T.S.
4 BALL VALVE
ID-2 N.T.S.
5 IRRIGATION PIPE TRENCHING UNDER PAVEMENT
ID-2 N.T.S.
6 IRRIGATION PIPE TRENCHING
ID-2

IRRIGATION DETAILS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
395
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/25/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
NOTES:

1. PLACE TOP OF TUBE EVEN WITH FINISH GRADE OR TOP OF MULCH.

2. SPACE WATERING SYSTEM EVENLY BETWEEN PLANTS, AS SHOWN ABOVE.

WATERING SYSTEM SHALL BE PLACED WITHIN 6" OF THE ROOT BALL.

3. ONCE SYSTEM HAS BEEN INSTALLED FILL THE MESH TUBE WITH PEA GRAVEL BEFORE REPLACING LID.

4. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.

5. SEE PLANS AND DETAILS FOR SHRUB AND GROUNDCOVER SPACING. 1 3
6 7
2 5 4
KEY:

REFER TO SHRUB PLANTING

DETAIL FOR OTHER
REQUIREMENTS.

SHRUB ROOTBALL

ROOT WATERING SYSTEM

ASSEMBLY, SEE IRRIGATION

LEGEND FOR MANUFACTURER
AND MODEL NUMBER.

INSTALL ONE PER SHRUB OR

GROUNDCOVER, TOP OF

GRATE TO BE EVEN WITH
FINISH GRADE.

PEA GRAVEL 1/2" DIA. INSIDE
MESH TUBE.

PVC LATERAL, TYP.

SWING ASSEMBLY AND SPIRAL

BARB FITTING
PVC SCH 40 TEE OR EL
1 2
3 4
5 6
7 6"
MAX
NOTES:

1. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.

2. FOR TREE PLANTING SEE 'TREE PLANTING' DETAIL.

KEY:

REFER TO TREE PLANTING DETAIL FOR OTHER
REQUIREMENTS.

ROOTBALL

TREE STAKES

WATER RETENTION BERM

DEEP WATER BUBBLER ASSEMBLY, SEE

IRRIGATION LEGEND FOR MANUFACTURER
AND MODEL NUMBER. INSTALL TWO PER TREE.

PEA GRAVEL 1/2" DIA.

PVC LATERAL, TYP.

MULCH LAYER

FINISH GRADE
1 2
3 4
5 6
7 8
9 EQ EQ

PLAN VIEW
2 5
11 1
2 3
4 5
6 8
9 7
12" MIN.
2"
3"
KEY:

PVC TO DRIP LINE CONNECTION POINT
(CENTER FEED SHOWN)
DRIP LINE (BURIED 4") WITH EMITTERS. SEE
LEGEND.

AUTOMATIC FLUSH VALVE, TYP.

AIR RELIEF VALVE AT HIGHEST POINT
BARBED TEE, TYP.

BARBED ELL, TYP.

PVC LATERAL

PERIMETER/EDGE OF PLANTING AREA
1 2
3 4
5 6
7 8
NOTES:

1. SPACING BETWEEN ROWS VARIES IN SLOPED CONDITIONS. REFER TO DRIP NOTES.

2. LOCATE AN AIR-RELIEF VALVE AT THE HIGH POINT OF EACH SYSTEM WITHIN A PLASTIC BOX.

3. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 1 2
8 3
4 5
6 7
18" 6" FROM
CURB
FLOW
LF
AR
N.T.S.
1 SUBSURFACE INLINE DRIP SYSTEM
ID-3 N.T.S.
2 SHRUB ROOT WATERING SYSTEM
ID-3 N.T.S.
3 DEEP WATER BUBBLER ASSEMBLY
ID-3
N.T.S.
4 MAWA & ETWA CALCULATIONS
ID-3
ELSINORE VALLEY MUNICIPAL WATER DISTRICT STANDARDS N.T.S. 5 RECYCLED WATER GENERAL NOTES CONT.

N.T.S. ID-3

ELSINORE VALLEY MUNICIPAL WATER DISTRICT STANDARDS
4 RECYCLED WATER GENERAL NOTES
ID-3

IRRIGATION DETAILS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
396
NOTE:

MARK BY DATE

ENGINEER REVISIONS CITY
APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/25/24
Elevation = 1255.326'
Datum = NGVD 29
BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
ELSINORE VALLEY MUNICIPAL WATER DISTRICT STANDARDS N.T.S. 2 RECYCLED WATER VALVE TAG SPECIFICATION
ID-4
ELSINORE VALLEY MUNICIPAL WATER DISTRICT STANDARDS N.T.S. 3 RECYCLED WATER SIGN SPECIFICTIONS
N.T.S. ID-4 ELSINORE VALLEY MUNICIPAL WATER DISTRICT STANDARDS 1 RECYCLED WATER SIGN SPECIFICATIONS
ID-4
ELSINORE VALLEY MUNICIPAL WATER DISTRICT STANDARDS N.T.S. 4 WATER PIPE BEDDING AND TRENCH BACKFILL
ID-4 N.T.S.
5 PRESSURE CALCULATION AT CEMETARY AREA
ID-4 N.T.S.
6 Calsense Memo
ID-4

IRRIGATION DETAILS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
397
B
B
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
B

LAYOUT LEGEND
SYMBOL
BOLLARDBENCHPET STATIONTRASH/ RECYCLE RECEPTACLE, SEE SPECS.ROCK FACE WALL SEE CIVIL PLANS.CMU WALL, SEE CIVIL PLANS.PILASTER, SEE CIVIL PLAN PLANS.ORNAMENTAL METAL FENCE, SEE CIVIL PLANS.DESCRIPTION SD-33
SD-31
SD-32
SD-34
NOTE:

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:5/15/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025

PLANTING NOTES

1. MULCH AND WEED BARRIER: INSTALL A UNIFORM THREE INCH COVERING,

MULCH PER SPECIFICATIONS AND A LAYER OF WEED BARRIER IN ALL PLANTING AREAS. SEE SPECS.

2. TOPSOIL: CONTRACTOR SHALL EXCAVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 24". ALL EXISTING ROADWAY PAVEMENT AND

AGGREGATE BASE SHALL BE REMOVED FROM THE PLANTING AREAS BEFORE INSTALLING AMENDED TOPSOIL. TOPSOIL SHALL BE INSTALLED 3"BELOW FINISH GRADE OF SURROUNDING HARDSCAPE TO ALLOW FOR 3" OF MULCH.

3. SOILS TESTING: SEE SPECIFICATIONS FOR TESTING OF TOPSOIL AND AMENDMENTS. IN ADDITION, CONTRACTOR SHALL SUBMIT A ONE GALLON

SAMPLE OF NATIVE TOPSOIL FROM ANY AREAS PREVIOUSLY COVERED BY PAVING, TO WAYPOINT ANALYTICAL CALIFORNIA, INC. (714) 282-8777FOR CONTAMINATION TESTING. TESTING REQUIRES FOUR TO FIVE WEEKS.

CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR TESTING PRIOR TOCONSTRUCTION.

4. CONTRACTOR SHALL NOT EXCAVATE SOIL WITHIN THE DRIP LINE OF EXISTING TREES TO REMAIN.

5. ROOT BARRIERS: CONTRACTOR SHALL INSTALL LINEAR ROOT BARRIER ANYWHERE TREES ARE LOCATED WITHIN 6-FEET OF PAVEMENT AS SHOWN ON PLANS, PER SPECIFICATIONS. SEE DETAIL.

6. TREES: INSTALL PER PLANS AND DETAILS.7. SHRUBS: SHRUBS SHALL NOT BE PLANTED WITHIN 3' MINIMUM OF NEWLY PLANTED TREES. A LAYER OF MULCH SHALL BE PLACED AROUND THE TREES AS NOTED ABOVE.

8. GROUNDCOVER: PROVIDE GROUNDCOVER AT INDICATED TRIANGULAR ON-CENTER SPACING THROUGHOUT ALL PLANTING AREAS.GROUNDCOVER SHALL BE PROVIDED UP TO THE WATERING BASIN OF ALL TREES AND SHRUBS. INSTALL PER DETAIL.

SCALE: 1" = 20'
0' 10' 20' 40'

PLANTING LEGEND

LABEL BOTANICAL NAME COMMON NAME WATER USAGE (WUCOLS) SIZE SPACING TREE
CAS LEP CASSIA LEPTOPHYLLA GOLD MEDALLION M 24" BOX AS SHOWN LAG IND LAGERSTROMIA INDICA 'MUSKOGEE' MUSKOGEE CRAPE MYRTLE (SINGLE TRUNK) M 24" BOX AS SHOWN SHRUB
AGA MON AGAPANTHUS HYBRID 'MONMID' MIDNIGHT BLUE AGAPANTHUS M 1 GAL AS SHOWN ALC ROS ALCEA ROSEA 'DOUBLE APRICOT' HOLLYHOCK M 1 GAL AS SHOWN LAV DEN LAVANDULA DENTATA FRENCH LAVENDER L 1 GAL AS SHOWN WES FRU WESTRINGIA FRUITCOSA 'MORNING LIGHT' COAST ROSEMARY L 5 GAL AS SHOWN WES WYN WESTRINGIA 'WYNYABBIE GEM' COAST ROSEMARY L 5 GAL AS SHOWN BOU IMP BOUGAINVILLEA IMPERIAL IMPERIAL DELIGHT BOUGAINBILLEA L 5 GAL AS SHOWN

GROUNDCOVER
KNI UVA KNIPHOFIA UVARIA RED HOT POKER TORCH LILY M 1 GAL 24" O.C.

ROS NOA ROSA X ' NOASCHNEE'' FLOWER CARPET WHITE ROSE M 2 GAL 36" O.C.

MYO POR MYOPORUM PARVIFOLIUM 'PINK' PINK CREEPING MYOPORUM L 1 GAL 60" O.C. 4 WES WYN 13 LAV DEN
20 LAV DEN
4 WES WYN
22 AGA MON
4 ROS NOA
2 WES WYN
22 AGA MON
7 LAG IND
4 ROS NOA
PD-1
3 PD-1
4 PD-1
1 PD-1
3 PD-1
4 PD-1
4 PD-1
2 ROOT BARRIER, SEE SPECS. PD-1 2
PD-1
1 PD-1
2 PP-2 PP-1
TOP
PP-2
BOTTOM
ELM ST

WILDOMAR TR

GRUWELL ST

CERT ST
SCALE: 1" = 600'

ROOT BARRIER

ROOT BARRIER
MULCH AND WEED BARRIER: 160 SQFT. MULCH AND WEED BARRIER: 345 SQFT. MULCH AND WEED BARRIER: 86 SQFT.

MULCH AND WEED BARRIER: 11 SQFT.

ROOT BARRIER
ROOT BARRIER: 22 LF.

PALOMAR ST
PP-3
R/WR/W
R/W
R/W
R/W

LANDSCAPE AREA SHALL BE MAINTAINEDBY THE CITY WITHIN THIS LIMIT

PLANTING PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
398
B
B
BB
BB
BB
BB
B

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:5/15/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
SCALE: 1" = 20'
0' 10' 20' 40'
16 LAV DEN 5 WES WYN
21 LAV DEN
5 LAG IND
20 ALC ROS
26 LAV DEN
13 WES WYN
70 LAV DEN 4 CAS LEP
127AGA MON
54 ROS NOA
41 LAV DEN
41 ROS NOA
2 CAS LEP
4 LAV DEN 19 WES WYN
1 LAG IND 84 AGA MON
PP-2 PP-1
TOP
PP-2

BOTTOM PALOMAR ST
ELM ST

WILDOMAR TR

GRUWELL ST

CERT ST
SCALE: 1" = 600'
ROOT BARRIER: 162 LF.

MULCH AND WEED BARRIER: 36 SQFT.

MULCH AND WEED BARRIER: 107 SQFT.

ROOT BARRIER: 158 LF.

PP-3
MULCH AND WEED BARRIER: 36 SQFT.
2 WES WYN
6 BOU IMP 24 WES WYN
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/W R/W

LANDSCAPE AREA SHALL BE MAINTAINED

BY THE CITY WITHIN THIS LIMIT

LANDSCAPE AREA SHALL BE MAINTAINED

BY THE CITY WITHIN THIS LIMIT

PLANTING PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
399
SYMBOL
BOLLARDBENCHPET STATIONTRASH/ RECYCLE RECEPTACLE, SEE SPECS.ROCK FACE WALL SEE CIVIL PLANS.CMU WALL, SEE CIVIL PLANS.PILASTER, SEE CIVIL PLAN PLANS.ORNAMENTAL METAL FENCE, SEE CIVIL PLANS.DESCRIPTION NOTE:

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/25/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025
PP-2 PP-1
TOP
PP-2

BOTTOM PALOMAR ST
ELM ST

WILDOMAR TR
GRUWELL ST SCALE: 1" = 600'
SCALE: 1" = 20'
0' 10' 20' 40'
PP-3
MULCH AND WEED BARRIER: 400 SQFT.
18 LAV DEN
6 BOU IMP
49 MYO POR
79 KNI UVA
5 BOU IMP
34 KNI UVA
32 KNI UVA 54 KNI UVA
47 AGA MON

EXISTING SIGN TO BE

PROTECTED IN PLACE
13 AGA MON
5 BOU IMP
61 MYO POR
14 AGA MON
10 AGA MON
35 WES FRU
5 BOU IMP
34 WES FRU
21 AGA MON

R/W R/W
R/W
R/W
R/W

LANDSCAPE AREA SHALL BE MAINTAINEDBY THE PRIVATE PROPERTY OWNERS THISLIMIT

EXISTING TREES
TO REMAIN TYP.

PLANTING PLAN
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
400
NOTE:

MARK BY DATE
ENGINEER REVISIONS CITY APPR. DATE
SEAL-ENGINEER:

R.C.E. No.

BENCHMARK:

SCALE:

H: V:

SHEET No.

OF SHTS
The private engineer signing these plans is responsible for assuring theaccuracy and acceptability of the design hereon. In the event ofdiscrepancies arising after City acceptance or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for acceptance by the City.

WORK CONTAINED WITHIN THESE PLANS SHALL NOT

COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN ISSUED.

EXP. 6563 09/30/2025
ONTARIO, CA 91784
4200 CONCOURS ST., SUITE 330
(909) 291-7245
80 PP, CUP, PM, TM, etc. Project CIP 67-1 & 28-2

CITY OF WILDOMAR

CEMETERY IMPROVEMENTS AND PALOMAR ST WIDENING
As Noted As Noted

CITY OF WILDOMAR
Jason Farag, PE 86560 Director of Public Works
Date:

ACCEPTANCE AS TO CONFORMANCEWITH APPLICABLE CITY STANDARDS AND

PRACTICES
ACCEPTED BY:

PREPARED BY:

JINGWEN GUO
Plans Prepared On:4/12/24
Elevation = 1255.326'Datum = NGVD 29BENCHMARK #E-21, U.S.C. & G.S.

THIS SURVEY WAS PERFORMED
ON MARCH 1, 2021 BY LAM LE
L.S. 8231, EXP. 12/31/2025

PREVAILING WIND

PLAN VIEW
TREE
KEY:

TREE TIES AT TWO LOCATIONS, REFER TO SPECIFICATIONS FORTYPE, (FOUR TOTAL) TYP. PROVIDE 5" - 6"OF SLACK IN TIES TO ALLOW FOR TREE MOVEMENT IN THE WIND.

TWO 2" DIA. TREATED LODGEPOLE TREE STAKES (SET PLUMB) DO NOT PENETRATE ROOTBALL.ROOT BALL, SET CROWN 2" ABOVE FINISH GRADE. PROVIDEPOSITIVE DRAINAGE AWAY FROM ROOTBALL.

WATER RETENTION BERM (EXCEPT IN TURF AREAS)MULCH. REFER TO SPECIFICATIONS FERTILIZER TABLETS, REFER TO SPECIFICATION TYPEPLANTING PIT TO BE TWICE THE DIAMETER OF ROOTBALL.BACKFILLED WITH AMENDED SOIL. REFER SOIL LAB TESTINGREPORT OF SOIL AMENDMENT RECOMMENDATION SECURE TREE TIE WITH GALV. FENCE STAPLE.
12345678 13 OF

TREE HEIGHT
3"
18"
23 OF TREE HEIGHT
NOTES:

1. REFER TO SPECIFICATIONS AND PLAN SHEETS
FOR MORE INFORMATION.

OR LOWER AS

REQUIRED TO

KEEP STAKES

BELOW LIMBS
1 23456
7 82
SECTION VIEW: 1
2 3
4 6
5 KEY:

TREE PLANTING, SEE DETAIL 1 / PD-1
MULCH, REFER TO SPECIFICATIONS.

ADJACENT CURB OR PAVEMENT, SEE PLAN.

NATIVE OR IMPORT SOIL.

LINEAR ROOT BARRIER 24" DEEP X 16' LENGTH,BY DEEPROOT, INC. MODEL: UB 24-2 OR APPROVED EQUAL. INSTALL CENTERED ONTREE, PARALLEL TO ALL HARD EDGES LESSTHAN 6'-0" FROM TREE. ALL CORNERS SHALL BE 90 DEGREES. CONNECT ALL CORNERS WITH
MANUFACTURER'S COUPLINGS. INSTALL PERMANUFACTURER'S SPECIFICATIONS. ALIGN

TOP OF ROOT BARRIER PANELS FLUSH WITH
FINISHED GRADE IN PLANTER.

COMPACTED SUBGRADE, SEE PLANS AND
SPECS.
1234
56 16'-0" CL
5 PLAN VIEW:

PLANTER
1 3
NOTES:

1. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.

KEY:

MULCH, SEE SPECIFICATIONS

FERTILIZER TABLETS, SEE SPECIFICATIONS

WATER RETENTION BERM
ROOT BALL- SET CROWN 1" ABOVE FINISH
GRADE. PROVIDE POSITIVE DRAINAGE AWAY
FROM ROOTBALL.PLANTING PIT TO BE TWICE THE DIAMETER OF
ROOTBALL. BACKFILLED WITH AMENDED SOIL.REFER SOIL LAB TESTING REPORT OF SOIL

AMENDMENT RECOMMENDATION
UNDISTURBED NATIVE SOIL UNDER ROOTBALL.

PROVIDE POSITIVE DRAINAGE AWAY FROM
ROOTBALL.
123456
2"
3"
NOTES:

1. REFER TO SPECIFICATIONS AND PLAN SHEETS
FOR MORE INFORMATION.
1 2
3 45
6 EQUAL

EQUAL EQUAL D
D OR
C
36" MIN. L CL
D OR
36"
MIN.

KEY:

MOW CURB, PAVEMENT EDGE, ORWOOD HEADER
TYPICAL SPACING (D). SEE PLANTING
PLAN.

GROUNDCOVER PLANT, SIZE AS
DENOTED ON PLANTING PLAN.

SHRUB MASS, TYP.
1234
1 2
3 4 3" MULCH PLACED AT

GRADE TO EDGE OF
PAVING
2 KEY:
1 WALK-ON MULCH, SEE SPECS.
2 CONCRETE WALK, SLOPE PER PLAN3 FINISH GRADE
3 1
4"
1" 1"
N.T.S.
1 TREE PLANTING
PD-1 N.T.S.
2 ROOT BARRIER
PD-1 N.T.S.
3 SHRUB PLANTING
PD-1
N.T.S.
4 SHRUB & GROUNDCOVER SPACING
PD-1 N.T.S.
5 NOT USED
PD-1 N.T.S.
6 MULCH PAVING EDGE
PD-1

PLANTING DETAILS
DocuSign Envelope ID: 69BA1104-DDE9-415C-A833-E3848F79ED38 7/8/2024
401
Certificate Of Completion
Envelope Id: 69BA1104DDE9415CA833E3848F79ED38 Status: Completed Subject: Hi Jason, We had to split into 3 sets of plans and BlueInk was not uploading.

Source Envelope:

Document Pages: 80 Signatures: 80 Envelope Originator:

Certificate Pages: 4 Initials: 1 Terri Abercrombie
AutoNav: Enabled
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Time Zone: (UTC-08:00) Pacific Time (US & Canada)
[email protected]
IP Address: 98.171.46.179
Record Tracking
Status: Original
7/2/2024 12:07:16 PM
Holder: Terri Abercrombie
[email protected]
Location: DocuSign
Signer Events Signature Timestamp
Jason Farag
[email protected]
Public Works Director
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Using IP Address: 47.181.135.151
Sent: 7/2/2024 12:31:01 PM
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Signed: 7/8/2024 11:01:48 AM
Electronic Record and Signature Disclosure:

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ID: a18d8543-aeb2-49d2-93cf-cee335d5cc8c
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp
Catherine Heras
[email protected]
Security Level: Email, Account Authentication
(None)
Sent: 7/8/2024 11:02:17 AM
Electronic Record and Signature Disclosure:

Not Offered via DocuSign
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 7/2/2024 12:31:01 PM
Certified Delivered Security Checked 7/8/2024 10:57:40 AM Signing Complete Security Checked 7/8/2024 11:01:48 AM
Completed Security Checked 7/8/2024 11:02:17 AM
Payment Events Status Timestamps
Electronic Record and Signature Disclosure
402

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403
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405
i

BID DOCUMENTS FOR
PALOMAR STREET WIDENING, PHASE 2, AND WILDOMAR

CEMETERY PERIMETER WALL, FENCING, AND ADA

IMPROVEMENTS, PROJECT
CIP 028-2 & CIP 067-1
City of Wildomar
Public Works/Engineering Department
23873 Clinton Keith Road, Suite 110
Wildomar, CA 92595
[email protected]
(951) 677-7751
Bids Due: 3:00 PM on Wednesday, August 14, 2024
At the City Clerk’s Office, Wildomar City Hall
23873 Clinton Keith Road, Suite 110, Wildomar, CA 92595 Optional Site Investigation: 10:00 AM on Monday, July 15, 2024 At the Wildomar Cemetery
21400 Palomar Street, Wildomar, CA 92595
Questions and inquiries may be submitted in writing via e-mail until 5:00 pm on Thursday, July 18, 2024 via PlanetBids.

All responses will be made available to all bidders.
406
ii
Table of Contents
PART I – BIDDING REQUIREMENTS....................................................................................... 6 Section A. Invitation to Bid...................................................................................................... 7 A-1. Description of Work .............................................................................................. 7 A-3. Site Investigation.................................................................................................. 8 A-4. Retention.............................................................................................................. 8 A-5. Submission of Proposals...................................................................................... 8 A-6. Proposal Guarantee ............................................................................................. 9 A-7. Construction License............................................................................................ 9 A-8. Award................................................................................................................... 9 A-9. Rejection of Bids .................................................................................................. 9 A-10. Disqualification of Bidder.....................................................................................10 A-11. Relief of Bidder....................................................................................................10 A-12. Prevailing Wages ................................................................................................10 A-13. Bonds..................................................................................................................10 Section B. Instruction to Bidders............................................................................................11 B-1. Introduction .........................................................................................................11 B-2. Local Conditions..................................................................................................11 B-3. Form of Bid and Signature...................................................................................12 B-4. Submission of Bids..............................................................................................13 B-5. Preparation of Bid................................................................................................13 B-6. Bid Security.........................................................................................................13 B-7. List of Subcontractors..........................................................................................14 B-8. Interpretation of Contract Documents..................................................................14 B-9. Modification of Bids .............................................................................................14 B-10. Withdrawals of Bids.............................................................................................15 B-11. Discrepancies......................................................................................................15 B-12. Servicing and Maintenance .................................................................................15 B-13. Disqualification of Bidders ...................................................................................15 B-14. Award of Contract (Agreement)...........................................................................15 B-15. Contract Bonds ...................................................................................................16 B-16. Substitution of Securities for Monies Withheld.....................................................17 B-17. Execution of Contract ..........................................................................................17 B-18. Return of Bid Securities.......................................................................................17 B-19. Power of Attorney................................................................................................17 B-20. Time of Completion .............................................................................................17 B-23 Escrow of Bid Documents..........................................................................................18 B-24 Preconstruction Conference ......................................................................................18 Part II – Bidding Documents......................................................................................................19 Section A. Bidder’s Checklist.................................................................................................20 A-1. Bid Schedule and Bid Form.................................................................................21 A-2. Bond Accompanying Bid .....................................................................................21 A-3. Non-Collusion Affidavit ........................................................................................21 A-4. Experience/Qualifications ....................................................................................21 A-5. Designation of Subcontractors.............................................................................21 407
iii
A-6. Insurance Requirements .....................................................................................22 A-7. Project Inspection................................................................................................22 A-8. Bond Requirements.............................................................................................22 A-9. Completion..........................................................................................................22 A-10. Addenda..............................................................................................................22 Section B. Bid Proposal Form................................................................................................23 Section C. Bid Schedule........................................................................................................26 Section D. Bidder’s Bond.......................................................................................................32 Section E. Non-Collusion Affidavit .........................................................................................33 Section F. Experience/Qualifications Statement...............................................................34 Section G. Designation of Subcontractors........................................................................38 Part III – Agreement for Construction Services........................................................................... 1 Part IV – Technical Specifications.............................................................................................30 STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS.............................................31 BID ITEM SPECIAL PROVISIONS........................................................................................42 BID ITEM NO. 1: MOBILIZATION, DEMOBILIZATION, BONDS, INSURANCE, IDENTIFICATION SIGNS AND MISCELLANEOUS...........................................................43 BID ITEM NO. 2: DEVELOPMENT OF SWPPP & IMPLEMENTATION OF BMPS (RISK LEVEL 2) ...........................................................................................................................48 BID ITEM NO. 3: CONSTRUCTION AREA TRAFFIC CONTROL SYSTEM ......................49 BID ITEM NO. 4: PRE-CONSTRUCTION CEMETERY GPR SUBSURFACE INSPECTION.....................................................................................................................54 BID ITEM NO. 5: CONSTRUCTION SURVEY INCLUDING MONUMENTATION PRESERVATION...............................................................................................................55 BID ITEM NO. 6: CLEARING, GRUBBING AND EARTHWORK........................................57 BID ITEM NO. 7: DEMOLITION & REMOVALS.................................................................58 BID ITEM NO. 8: ADJUST WATER METER BOX TO GRADE (EVMWD)..........................60 BID ITEM NO. 9: REMOVE EXISTING 1" WATER METER AND INSTALL NEW WATER METER SERVICE (EVMWD).............................................................................................60 BID ITEM NO. 10: ADJUST WATER VALVE CAN TO GRADE (EMWD)...........................61 BID ITEM NO. 11: ADJUST WATER VALVE CAN TO GRADE (EVMWD).........................61 BID ITEM NO. 12: ADJUST FIRE HYDRANT TO GRADE (EVMWD)................................61 BID ITEM NO. 13: RELOCATE FIRE HYDRANT (EVMWD) ..............................................61 BID ITEM NO. 14: REMOVE, RELOCATE AND INSTALL 6" AND 8” AIR VACUUM / AIR RELIEF ASSEMBLY (EVMWD) .........................................................................................62 BID ITEM NO. 15: REMOVE, RELOCATE AND INSTALL 6" & 8” BLOW OFF ASSEMBLY (EVMWD)...........................................................................................................................63 BID ITEM NO. 16: INSTALL NEW PULL BOX AND EXTEND CONDUCTORS / CONDUIT……………………………………………………………………………………...……63
BID ITEM NO. 17: PLACE AND COMPACT CRUSHED AGGREGATE BASE ..................64 BID ITEM NO. 18: PLACE AND COMPACT DECOMPOSED GRANITE TRAIL ................64 BID ITEM NO. 19: PAVEMENT REINFORCEMENT FABRIC............................................65 BID ITEM NO. 20: INSTALL STORMWATER MEMBRANE FILTRATION DEVICE IN EXISTING DROP INLET STRUCTURE .............................................................................66 BID ITEM NO. 21: INSTALL CORRUGATED HDPE PIPE.................................................68 BID ITEM NO. 22: INSTALL CORRUGATED STEEL PIPE ENTRANCE TAPER ..............69 408
iv
BID ITEM NO. 23: CONSTRUCT MULTI-USE TRAIL FENCE...........................................70 BID ITEM NO. 24: CONSTRUCT TYPE A-6 PCC CURB AND GUTTER...........................72 BID ITEM NO. 25: CONSTRUCT TYPE A-8 PCC CURB AND GUTTER...........................72 BID ITEM NO. 26: CONSTRUCT TYPE D PCC CURB......................................................73 BID ITEM NO. 27: CONSTRUCT PCC RETAINING CURB ...............................................74 BID ITEM NO. 28: INSTALL PCC WHEEL STOP ..............................................................74 BID ITEM NO. 29: CONSTRUCT 8" THICK PCC CROSS GUTTER / SPANDREL............74 BID ITEM NO. 30: CONSTRUCT 8" THICK MODIFIED PCC COMMERCIAL DRIVEWAY APRON……………………………………………………………………………………………...75
BID ITEM NO. 31: CONSTRUCT 6" THICK MODIFIED PCC RESIDENTIAL DRIVEWAY APRON……………………………………………………………………………………………...75
BID ITEM NO. 32: CONSTRUCT PCC PARKWAY DRAIN................................................76 BID ITEM NO. 33: CONSTRUCT 4" PCC SIDEWALK.......................................................76 BID ITEM NO. 34: CONSTRUCT PCC CURB RAMP ........................................................77 BID ITEM NO. 35: CONSTRUCT 6" THICK PCC PAVEMENT ..........................................77 BID ITEM NO. 36: CONSTRUCT 6" THICK DECORATIVE PCC PAVEMENT ..................78 BID ITEM NO. 37: CONSTRUCT 6" THICK PCC BUS SHELTER PAD.............................79 BID ITEM NO. 38: CONSTRUCT 8" THICK PCC BUS TURN OUT ...................................80 BID ITEM NO. 39: CONSTRUCT 8" THICK PCC BUS APRON.........................................80 BID ITEM NO. 40: CONSTRUCT 4" THICK PCC MEDIAN TO MATCH EXISTING ...........81 BID ITEM NO. 41: SLURRY SEAL.....................................................................................81 BID ITEM NO. 42: COLD MILL AC PAVEMENT ................................................................81 BID ITEM NO. 43: CONSTRUCT TYPE III-B2-PG64-10 HMA CONCRETE BASE COURSE……………………………………………………………………………………………82
BID ITEM NO. 44: CONSTRUCT TYPE III-C3-PG64-16 HMA CONCRETE SURFACE COURSE ...........................................................................................................................82 BID ITEM NO. 45: CONSTRUCT ARHM-GG-C SURFACE COURSE ...............................83 BID ITEM NO. 46: CONSTRUCT 4" THICK DECORATIVE ASPHALT CONCRETE MULTIUSE TRAIL ........................................................................................................................83 BID ITEM NO. 47: CONSTRUCT 4" THICK ASPHALT CONCRETE SIDEWALK..............86 BID ITEM NO. 48: CONSTRUCT DECORATIVE STAMPED ASPHALT CONCRETE SURFACE..........................................................................................................................86 BID ITEM NO. 49: CONSTRUCT AC BERM......................................................................88 BID ITEM NO. 50: CONSTRUCT AC DIKE........................................................................88 BID ITEM NO. 51: REMOVE AND REINSTALL BRICK PAVERS......................................89 BID ITEM NO. 52: INSTALL SALVAGED MAILBOX..........................................................89 BID ITEM NO. 53: INSTALL POST OFFICE ADA WALKWAY, CURB, AND METAL HANDRAILING ..................................................................................................................90 BID ITEM NO. 54: INSTALL DECORATIVE AUTOMATED WROUGHT IRON GATE (GRUWELL), COMPLETE AND OPERATIONAL...............................................................92 BID ITEM NO. 55: INSTALL DECORATIVE AUTOMATED WROUGHT IRON GATE (PALOMAR), COMPLETE AND OPERATIONAL...............................................................95 BID ITEM NO. 56: INSTALL DECORATIVE WROUGHT IRON SWING GATE (GRUWELL PEDESTRIAN ACCESS) ...................................................................................................98 BID ITEM NO. 57: INSTALL DECORATIVE WROUGHT IRON ROLL GATE (GRUWELL WASTE ENCLOSURE ACCESS) ....................................................................................100 409
v
BID ITEM NO. 58: INSTALL 4’ HIGH DECORATIVE WROUGHT IRON FENCE TO MATCH EXISTING........................................................................................................................102 BID ITEM NO. 59: INSTALL 4.5' HIGH DECORATIVE WROUGHT IRON FENCE ..........104 BID ITEM NO. 60: INSTALL 6.5' HIGH DECORATIVE WROUGHT IRON FENCE ..........106 BID ITEM NO. 61: INSTALL 4’ HIGH CHAIN LINK FENCE..............................................107 BID ITEM NO. 62: INSTALL SPLIT RAIL VINYL FENCE TO MATCH EXISTING ............108 BID ITEM NO. 63: INSTALL COBBLE ROCK ..................................................................108 BID ITEM NO. 64: INSTALL CLASS V ROCK SLOPE PROTECTION.............................109 BID ITEM NO. 65: INSTALL FRACTURED ROCK...........................................................109 BID ITEM NO. 66: CONSTRUCT DECORATIVE PERIMETER WALL.............................110 BID ITEM NO. 67: TRAFFIC STRIPING, PAVEMENT MARKINGS, MARKERS, AND SIGNAGE ........................................................................................................................111 BID ITEM NO. 68: TRAFFIC SIGNAL MODIFICATIONS (GRUWELL / PALOMAR INTERSECTION).............................................................................................................114 BID ITEM NO. 69: TRAFFIC SIGNAL MODIFICATIONS (WILDOMAR TRAIL / PALOMAR INTERSECTION).............................................................................................................115 BID ITEM NO. 70: INSTALL CEMETERY MAIN OFFICE SIGNAGE ASSEMBLY, COLUMBARIUM PLINTH AND PLAQUE, & PET STATION ............................................115 BID ITEM NO. 71: INSTALL BENCH ...............................................................................117 BID ITEM NO. 72: INSTALL REMOVABLE BOLLARD ....................................................117 BID ITEM NO. 73: INSTALL TRASH RECEPTACLE .......................................................118 BID ITEM NO. 74: INSTALL IRRIGATION SYSTEM, COMPLETE AND OPERATIONAL119 BID ITEM NO. 75: INSTALL 24" BOX TREE....................................................................120 BID ITEM NO. 76: INSTALL SHRUBS, 5 GALLON..........................................................120 BID ITEM NO. 77: INSTALL SHRUBS, 2 GALLON..........................................................120 BID ITEM NO. 78: INSTALL SHRUBS, 1 GALLON..........................................................120 BID ITEM NO. 79: REPLACE LANDSCAPE AND REPAIR IRRIGATION TO MATCH EXISTING........................................................................................................................121 BID ITEM NO. 80: APPLY WEED FABRIC AND INSTALL MUCH (3" THICK).................122 BID ITEM NO. 81: INSTALL ROOT BARRIER.................................................................122 BID ITEM NO. 82: LANDSCAPING, IRRIGATION, AND PLANT ESTABLISHMENT PERIOD 122
BID ITEM NO. 83: ELECTRICAL SERVICE AT CEMETERY...........................................123 BID ITEM NO. 84: LANDSCAPING AND IRRIGATION AT COMMERCIAL CENTER......125 Part V – Appendices .............................................................................................................127 410
6 PART I – BIDDING REQUIREMENTS
411
7 Section A.

Invitation to Bid
NOTICE IS HEREBY GIVEN that sealed bids will be received at the office of the City Clerk, located at 23873 Clinton Keith Road, Suite 110, Wildomar, California, 92595 until 3:00 pm local time on Wednesday, August 14, 2024, for furnishing all labor, material, tax, transportation, equipment, and services necessary for the:

Palomar Street Widening, Phase 2, and Wildomar Cemetery Perimeter Wall, Fencing and ADA Improvements
CIP 028-2 & CIP 067-1
Bids will be opened and tabulated immediately after the time bids are due in the City Council Chambers located at 23873 Clinton Keith Rd., Suite 106, Wildomar, California, 92595.

Questions and inquires may be submitted in writing via PlanetBids until 5:00 pm on Thursday, July 18, 2024 at https://vendors.planetbids.com/portal/66534/portal-home. Responses will be made available to all bidders.

A-1. Description of Work
The proposed work shall be performed in accordance with the plans, specifications and other contract documents and shall consist of the following:
1) Construction of a new masonry block perimeter wall and decorative wrought iron fence along portions of the Wildomar Cemetery, new decorative wrought iron vehicle/pedestrian/trash enclosure gates along said wall, frontage landscaping and miscellaneous ADA improvements within the Wildomar Cemetery limits. 2) Removal, rehabilitation and widening improvements along Palomar Street from just south of Wildomar Trail to Cert Street and along Gruwell Street from just west of Palomar Street to just north of the Wildomar Cemetery including a new decorative multi-use trail system and fence, traffic signal modifications, landscape and irrigation improvements, and pedestrian and bicycle enhancement facilities.
3) Construction of concrete driveway aprons and concrete curb, gutter, and sidewalks within the project area, including ADA compliant access at the school district facility. 4) All items not mentioned but indicated in the Plans, Specifications, and the Technical Specifications within the Contract Documents.

A-2. Obtaining Documents
Project documents may be downloaded from PlanetBids
(https://vendors.planetbids.com/portal/66534/portal-home), from the City of Wildomar Website (https://www.cityofwildomar.org/223/RFPs-RFQs), or purchased from the City for $50.00. 412
8 A-3. Site Investigation
Prospective bidders are encouraged to investigate and fully acquaint themselves with existing conditions so they may understand all factors involved in the execution of this project. All areas of the project construction including the Cemetery grounds are open to the public. The date of July 15, 2024, at 10:00 am has been established as an optional site visit time where access to closed areas at the Wildomar Cemetery will be available. The address for the Wildomar Cemetery is 21400 Palomar Street, Wildomar, CA 92595. Bidders may contact the Cemetery at (951) 678-2451 to indicate their attendance at this site visit. No questions will be addressed at this visit. The City has performed some potholing within the project area; Prospective bidders should be familiar with the subsurface conditions.

A-4. Retention
Prospective bidders should be aware that in accordance with Public Contract Code § 7201(b) the City has determined this project is “substantially complex” and requires a higher retention amount. The City will withhold a ten percent (10% retention amount) from all progress payments until all of the project work has been successfully completed and accepted by City. The basis of this finding includes, but is not limited to, the following factors included in the project:
• Roadway widening;
• ADA accessibility features;
• Specialty items of improved traffic control devices (including traffic signals) and traffic signage;
• Work within school district and cemetery district rights of way; • Coordination and mitigation of potential access and business disruption; • Vertical construction of perimeter wall and fencing at cemetery; • Specialty items of avoiding damage to marked and unmarked grave sites; • Aesthetic improvements using designer, colored and stamped pavement materials; • Construction of bike lanes and walking trails;
The submission of a bid proposal shall be conclusive evidence that the Bidder expressly consents to the City’s “substantially complex” findings and to the 10% retention amount.

A-5. Submission of Proposals
All proposals must be submitted not later than the time prescribed. The bidder is wholly responsible for seeing that the bid is submitted at the time and place designated for the opening of bids. Any bid received after the time and date specified shall not be considered and shall be returned unopened. Any bid may be withdrawn prior to the scheduled time for opening bids.

Each bid must conform to and be responsive to this notice and shall be made on the official proposal forms furnished with the contract documents.
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9 Hand delivered bids on the day of the bid opening shall be made to the City Clerk at the address set forth above. Mailed bids must be received by the City prior to the hour and date of the bid opening and shall be addressed to the City Clerk at the address set forth above.

Attention is directed to the provisions of Business and Professions Code section 7028.15, which makes it a misdemeanor for any person without a valid contractor’s license (with specific exceptions) to submit a bid to act as a Contractor to a public agency.

A-6. Proposal Guarantee
Each bid must be sealed and accompanied by cash, a cashier’s check, or bid bond, executed on the prescribed form, in an amount not less than ten (10) percent of the total bid price payable to the City of Wildomar.

The cash, cashier’s check, or bid bond shall be given as a guarantee that the successful bidder will enter into a written contract within ten (10) days after being requested to do so and will be considered as the stipulated amount of liquidated damages in the event the bidder is unable to or refuses to execute a contract for the work. Upon an award to the successful bidder, the security of unsuccessful bidders shall be returned in a reasonable period of time.

Bidders are hereby notified that in accordance with the provisions of Public Contracts Code section 22300, securities may be substituted for any monies which the City may withhold pursuant to the terms of this Contract to ensure performance.

If the bidder elects to provide a bid bond, the bond shall be furnished by a company that is authorized and licensed by the Insurance Commissioner as an “admitted surety insurer.” A-7. Construction License
The successful bidder must possess a current Class “A” Contractor’s License issued by the State of California.

A-8. Award
The award shall be made to the lowest responsible bidder submitting the lowest responsive bid.

The award of Contract will be made by the City Council. The Contractor shall execute the Contract within ten (10) days after he has received the Contract from the City.

The City reserves the right to waive any irregularity(ies) in the submitted proposals. No bid may be withdrawn for a period of sixty (60) days after the opening of bids.

A-9. Rejection of Bids
The City reserves the right to reject any and all bids. Any bid not conforming to the intent and purpose of the Contract documents may be rejected. Any bidder who does not possess the required licensing classification or the necessary qualifications and prior experience may be determined nonresponsive. The City reserves the right to make all awards in the best interest of the City.
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11 Section B.

Instruction to Bidders
B-1. Introduction
Each bid shall be in accordance with the Contract Documents. The Invitation to Bid will specify the method to obtain the Contract Documents and Plans.

B-2. Local Conditions
(a) The quantities of work or material stated in the unit price items of the Bidding Schedule are given only as a basis for the comparison of Bids, and the City does not represent or warrant that the actual amount of work or material will correspond therewith but reserves the right to increase or decrease the quantity of any unit price item of the work as may be deemed necessary or expedient by the City Engineer or designated representative.

The Bidder shall examine carefully the site of the work contemplated and the Contract Documents. The submission of a proposal shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality and quantities of work to be performed and the materials to be furnished, and as to the requirements of the Contract Documents.

Where the City Engineer has made investigations of surface and subsurface conditions in areas where work is to be performed under the Agreement, or in other areas, some of which may constitute possible local material sources, such investigations were made only for the purpose of study and design. Where such investigations have been made, bidders or Contractor may, upon written request, inspect the records of the City Engineer as to such investigations subject to and upon the conditions hereinafter set forth. Such inspection of records may be made at the office of the City Engineer. It is Bidder’s responsibility to obtain the results of any surface or subsurface investigations and undertake any addition subsurface investigation Bidder deems necessary and warranted to be familiar with subsurface conditions within the project.

The records of such investigations are not a part of the Agreement and are made available for inspection solely for the convenience of the bidder or Contractor. It is expressly understood and agreed by bidder or Contractor that neither the City nor the City Engineer assumes any responsibility whatsoever with respect to the sufficiency or accuracy of the investigations thus made, the records thereof, or of the interpretation set forth therein or made by the City Engineer in its use thereof and there is no representation, warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records thereof are correct or representative of those existing throughout such areas or any part thereof, or that unanticipated developments may not occur or that materials other than, or in proportions different from, those indicated may not be encountered.

When a log of test borings showing a record of the data obtained by the City Engineer’s investigation of the subsurface conditions is included with the drawings, it is expressly understood and agreed by bidder that the log of test borings does not constitute a part of the Agreement, represents only the opinion of the City Engineer as to the character of the materials encountered in the test borings, is included with the plans only for the convenience of bidders and its use is 416
12 subject to all of the conditions and limitations set forth in this Section. Water levels that may be shown on a log of test borings are valid only for the stated date of observation. The water level may change from season to season and from year to year.

The availability or use of information described in this Section or the Technical Specifications is not to be construed in any way as a waiver of the provisions of this Section and a bidder or Contractor is cautioned to make such an investigation and examination as it deems necessary to satisfy itself as to conditions to be encountered in the performance of the work and, with respect to possible local material sources, the quality and quantity of material available from such property and the type and extent of processing that may be required in order to produce material conforming to the requirements of the Specifications.

No information derived from such inspection of records of investigations or compilations thereof made by the City Engineer or its assistants will in any way relieve the bidder or Contractor from any risk or from properly fulfilling the terms of the Agreement.

Information derived from inspection of topographic maps, or from Plans showing location of utilities and structures will not in any way relieve the Contractor from any risk, or from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling all the terms of the Agreement.

While working on Cemetery property, Contractor will be required to use ground penetrating radar or other permitted non-destructive investigation methodology to ensure that any existing burial sites or graves are not disrupted. Contractor shall defend, indemnify and hold City harmless for any direct or consequential damage to any interred person(s) or grave sites.

Each bidder shall inform itself of, and the bidder awarded an Agreement, shall comply with, Federal, State and Local laws, relative to the execution of the work. This requirement includes, but is not limited to, applicable laws and regulations concerning employment of labor, protection of public and employee safety and health, environmental protection, the protection of natural resources, fire protection, burning and non-burning requirements, permits, fees, and similar subjects.

B-3. Form of Bid and Signature
(a) Bids shall be submitted only on the forms attached hereto and shall be enclosed in a sealed envelope and marked and addressed as hereinafter directed. The Bidder shall state in figures the unit prices or the specific sums as the case may be, for which it proposes to supply the labor, materials, supplies or machinery, and perform the work required by the Specifications.

If the Bid is made by an individual, it shall be signed by the individual and the individual’s full name and address shall be given; if it is made by a partnership, it shall be signed with the co partnership name by a member of the partnership, who shall also sign the member’s own name, and the name and address of each member of such partnership shall be given; and, if it is made by a corporation, the name of the corporation shall be given and it shall be signed by its duly authorized officer or officers attested by the corporate seal, the name and titles of all officers of the corporation shall be given, and the address of the corporation and the state in which incorporated shall be stated.
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13 Bids will be considered only from persons licensed as required under applicable provisions of the Contractors License Law (California Business and Professions Code section 7000, et seq.) and regulations adopted pursuant thereto; and each bidder shall insert his type of contractor’s license, license number, and other requested information in the place provided in the bid. No oral, telephonic or electronic Bid or modification of a Bid will be considered.

B-4. Submission of Bids
(a) All Bids must be submitted not later than the time prescribed, at the place and in the manner set forth in the Invitation to Bid. Bids must be made on the prescribed Bid forms. A complete Bid requires submission of fully completed contract documents. Each Bid must be submitted in a sealed envelope addressed to the City Clerk and designated as a Bid bearing the name of the bidder and name of the project. The bidder is wholly responsible to see that its Bid is submitted at the time and place named for the opening of bids.

Bids shall include all addenda or clarifications issued during the bidding period acknowledged by the bidder’s signature thereon. Failure to so include or acknowledge an addendum or clarification will result in the Bid being rejected as not responsive.

Bids shall be opened at the time and place as specified in the Invitation to Bid, unless changed by addendum.

B-5. Preparation of Bid
Blank spaces in the Bid shall be properly completed. The phraseology of the Bid must not be changed, and no additions shall be made to the items mentioned therein. Unauthorized conditions, limitations or provisions attached to a Bid will render it unresponsive and will cause its rejection. If erasures, interlineations, or other changes appear on the form, each erasure, interlineation or change must be initialed by the person signing the Bid. Alternative bids will not be considered unless specifically provided for in the Bidding Schedule. No Bid received after the time fixed, or received at any place other than the place stated in the Invitation to Bid will be considered. All bids will be opened and read publicly. Bids will be opened and tabulated immediately after the time bids are due in the City Council Chambers located at 23873 Clinton Keith Rd., Suite 106, Wildomar, California, 92595.

Where bonds are required, the bidder shall name in its Bid the surety or sureties who have agreed to furnish said bonds.

B-6. Bid Security
(a) All Bids shall be accompanied by a Bid Security. Such Bid Security shall include cash, cashier’s check made payable to the City of Wildomar, or a Bid Bond executed by an admitted surety insurer. The Bid Security must be enclosed in the same envelope with the Bid. The amount of the Bid Security shall be not less than ten percent (10%) of the total amount of the Bid.

The Attorney-in-Fact (resident agent) who executes the Bid Bond on behalf of the surety company must attach a copy of his Power of Attorney as evidence of his authority. A notary shall acknowledge the power as of the date of execution of the surety bond which it covers. 418
14 Bid Bonds must be provided on the Bid Bond form set forth in Part II, Section D, Bidders Bond.

The Bid Bond must be furnished by a company, acceptable to the City, that is authorized and licensed by the Insurance Commissioner as an “admitted surety insurer” and that maintains at least one office in California for conducting business.

B-7. List of Subcontractors
(a) Each bidder shall set forth in his Bid on the form provided the following information in accordance with the provisions of Public Contract Code sections 4100-4113:
(1) The name and the location of the place of business of each Subcontractor who will perform work or labor or render service to the prime Contractor in or about the construction of the work or improvement, or a Subcontractor licensed by the State of California who, under subcontract to the prime Contractor, specifically fabricates and installs a portion of the work or improvement according to the Contract Documents, in any amount in excess of one half of one percent (0.5%) of the prime Contractor’s total Bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of one percent (0.5%) of the Contractor’s total bid or ten thousand dollars ($10,000), whichever is greater. (2) The portion of the work which will be done by each such Subcontractor, only one Subcontractor shall be listed for each such portion of the work as defined in the Bid.

The bidder is considered the prime contractor and shall perform at least forty percent (40.0%) of the work, and must perform a greater percentage than the work performed by each of its Subcontractors. If the bidder fails to specify a Subcontractor for any portion of the work to be performed under the Contract pursuant to Section B-7(a) above, the bidder agrees to perform that portion of the work itself.

B-8. Interpretation of Contract Documents
Any explanation desired by the bidders regarding the meaning or interpretation of any of the Contract Documents must be requested in writing, with sufficient allowance of time for receipt of reply before the time set for opening of Bids. Any such explanations or interpretations will be made in the form of addenda to the documents and will be furnished to all bidders who shall submit all addenda with their Bids. Neither the City Engineer nor any representative of the City is authorized to give oral explanations or interpretations of Contract Documents, and a submission of a Bid constitutes agreement by the bidder that it has placed no reliance on any such oral explanation or interpretation. However, the City Engineer may, upon inquiry by bidder, orally direct the bidder’s attention to specific provisions of the Contract Documents which cover the subject of the inquiry.

B-9. Modification of Bids
A bidder may modify their Bid by written communication provided such communication is received by the City prior to the closing time for receipt of Bids. The written communication should not 419
15 reveal the Bid price but should state the addition or subtraction or other modification so that the final prices or terms will not be known by the City until the sealed bid is opened.

B-10. Withdrawals of Bids
Bids may be withdrawn without prejudice by written, telegraphic or electronic request received from bidder prior to the time for opening of Bids. Bids so withdrawn will be returned to bidders unopened when reached in the process of opening Bids. No bid may be withdrawn after the hour affixed for opening Bids without rendering the accompanying Bid Security subject to retention as liquidated damages in like manner as in the case of failure to execute the Agreement after award, as in the Contract Documents herein provided. Negligence on the part of the bidder preparing his bid shall not constitute a right to withdraw the Bid subsequent to the opening of Bids. The bonds must be approved by the City. Prior to such approval, the Surety shall provide the documentation required by California Code of Civil Procedure section 995.660.

B-11. Discrepancies
In the case of discrepancy between unit prices and totals, unit prices will prevail. In case of discrepancy between words and figures, words will prevail.

B-12. Servicing and Maintenance
Each bidder must, if requested, furnish evidence that there is an efficient service organization which regularly carries a stock of repair parts for the proposed equipment to be furnished and installed in the work and that the organization is conveniently located for prompt service.

B-13. Disqualification of Bidders
(a) More than one Bid from an individual, firm, partnership, or corporation under the same or different names will not be considered. Reasonable grounds for believing that any individual, firm, partnership, or corporation is interested in more than one Bid for the work contemplated may cause the rejection of all Bids in which the individual, firm, partnership or corporation is interested.

If there is reason for believing that collusion exists among the bidders, any or all Bids may be rejected. Bids in which the price is obviously unbalanced may be rejected.

All bidders are put on notice that any collusive agreement fixing the prices to be bid so as to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the Public Contract Code and may render void any Contract let under such circumstances.

B-14. Award of Contract (Agreement)
The City reserves the right to accept or reject any and all Bids for a period of sixty (60) days after the date of opening, and to waive any informality or irregularity in any Bid. No Bid can be withdrawn during that period.

The City reserves the right to reject any or all Bids, including, without limitation, the right to reject any non-conforming, non-responsive, unbalanced, or conditional bids. 420
16 Before a Bid is considered for award, the City may, in addition to the Experience Qualifications form set forth in Part II, Section F, below, require a bidder to submit a statement of facts and detail as to his business, technical organization and financial resources and equipment available and to be used in performing the work. Additionally, the City may require evidence that the bidder has performed other work of comparable magnitude and type. The City expressly reserves the right to reject any Bid if it determines that the business and technical organization, equipment, financial and other resources or other experience of the bidder (including the bidder’s Subcontractors) is not sufficiently qualified for the work bid upon and, therefore, justifies such rejection.

The award of the Contract, if it is awarded, will be to the responsible bidder submitting the lowest responsive bid.

The issuance by the City of a notice to the successful bidder of the award of the Contract (“Notice of Award”) shall be deemed the Award of Contract.

B-15. Contract Bonds
(a) The successful bidder shall furnish both a Performance Bond and a Payment Bond in the amounts specified in the forms attached hereto.

These Bonds shall be furnished in the forms enclosed following the Contract and shall be satisfactory to the City and shall be obtained from a responsible corporate surety (or sureties) acceptable to the City, which is licensed by the State of California to act as surety upon bonds and undertakings and which maintains in this State at least one office for the conduct of its business. The surety (or sureties) shall furnish reports as to its financial condition from time to time as requested by the City. The premiums for said Bonds shall be paid by the successful bidder.

These Bonds shall be furnished by companies who are authorized and licensed by the Insurance Commissioner as an “admitted surety insurer.” The surety shall provide the City with the documentation required by Section 995.660 of the California Code of Civil Procedure.

If any surety becomes unacceptable to the City or fails to furnish reports as to its financial condition as requested by the City, the Contractor shall promptly furnish such additional security as may be required from time to time to protect the interests of the City and of persons supplying labor or materials in the prosecution of the work contemplated by this Contract.

In the event of any conflict between the terms of the Contract and the terms of the Bonds, the terms of the Contract shall control, and the Bonds shall be deemed to be amended thereby.

Without limiting the foregoing, the City shall be entitled to exercise all rights granted to it by the Contract in the event of default, without control thereof by the surety, provided that the City gives the surety notice of such default at the time or before the exercise of any such right by the City, and, regardless of the terms of said Bonds, the exercise of any such right by the City shall in no manner affect the liability of the surety under said Bonds. 421
17 B-16. Substitution of Securities for Monies Withheld Bidders are hereby notified that in accordance with the provisions of Public Contract Code section 22300, securities may be substituted for any monies which the City may withhold pursuant to the terms of the Contract to insure performance.

B-17. Execution of Contract
The successful bidder will be notified in writing by the City of the award of the Contract within sixty (60) days after opening of Bids. Accompanying the City’s Notice of Award will be the Contract, in triplicate, which the successful bidder will be required to execute and return, together with the Performance and Payment Bonds, and the required certificates and policies of insurance together with the required endorsements thereto (or equivalent) for the Contractor and the workers’ compensation certificate (see “Insurance” Section and Exhibit “B” of the Sample Contract Agreement found in Part III of these Bid Documents), to the City within ten (10) days following receipt of such Notice of Award. Failure to do so shall be just cause for annulment of the award and for forfeiture of the Bid Bond which shall be retained as liquidated damages, and it is agreed that the bond sum is a fair estimate of the amount of damages that the City will sustain by reason of such failure. The City will promptly determine whether such Contract, Bonds and insurance are as required by the Contract Documents, and upon such determination will forward a fully executed copy of the Contract. Signature by both parties constitutes execution of the Contract.

In the event of failure of the lowest responsible bidder to sign and return the Contract with acceptable Bonds and insurance as prescribed herein, the City may award the Contract to the next lowest responsible bidder, and, in the event that bidder fails to sign and return the Contract with acceptable Bonds and insurance, the City may award the Contract to the then next lowest responsible bidder, etc. The successful bidder shall also submit within ten (10) working days from the Notice of Award all material specifications and other project submittals to the City.

B-18. Return of Bid Securities
All Bid Securities will be held until the Contract has been finally executed, after which all Bid Securities, other than any Securities which have been forfeited, will be returned to the respective bidders.

B-19. Power of Attorney
The Attorney-in-Fact (resident agent) who executes the Performance Bond and Payment Bond on behalf of the surety company must attach a copy of his Power of Attorney as evidence of his authority. A notary shall acknowledge the power as of the date of the execution of the surety bond which it covers.

B-20. Time of Completion
The time of completion of the work to be performed hereunder is the essence of this Contract.

Delays and extensions of time may be allowed in accordance with the provisions of the Agreement for Construction Services. A Notice to Proceed (NTP) will be issued after full execution of the Contract. All work, including submittal processing and approvals and utility coordination work, shall be completed within Two Hundred Forty (240) days following the day that the written Notice 422
18 to Proceed (NTP) is issued from the City. Working days shall include preconstruction activities such as utility coordination and submittal approval. The Contractor shall pay to the City of Wildomar the sum of $3500 per day, for each and every calendar days delay in finishing the contract work in excess of the number of working days prescribed above.

B-21 Licensing Requirements for Contractors
All bidders, including general contractors and specialty contractors, shall hold such licenses as may be required by the laws of the State of California for the performance of the work specified in the Contract Documents.

B-22 Prevailing Wages
Copies of the prevailing rate of per diem wages shall be on file at the office of the City Clerk, 23873 Clinton Keith Road, Suite 201, Wildomar, California, 92595, as well as the local office of the State Department of Industrial Relations and will be made available to any interested party on request. Copies of the prevailing rate of per diem wages shall also be on file at each job site.

B-23 Escrow of Bid Documents
Upon award of the job to the successful bidder, and at the time of execution of this Contract, Contractor shall, if requested by the City, present all documentation used by the successful bidder in arriving at the bid upon which the Contract was awarded (“Bid Documentation”) to the City Engineer’s office. Such documentation shall be presented in a sealed envelope or box. If these documents are requested by the City, a Notice to Proceed will not be granted until City receives notice that such documentation has been received. This Bid Documentation shall include, but not be limited to any documents, pictures, or writings which relate to, arise out of, or constitute in any way notes, memoranda, phone logs, subcontractor and materialmen estimates, computations, or the like used by, complied by, or drafted by the successful bidder or its agents in arriving at its bid for the Project.

B-24 Preconstruction Conference
A preconstruction conference will be convened after the Contractor has delivered the necessary bonds, insurance certificates and signed agreement in proper form as required in the invitation to bid, bid proposal and general conditions of these specifications. Prior to any work, the Contractor shall provide the City Engineer with a list of key personnel assigned to the project and the telephone numbers where they may be reached at any time. The list shall be made available in sufficient copies and presented at the preconstruction conference. 423
19 Part II – Bidding Documents
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20 Section A.

Bidder’s Checklist
All items on the Bidder’s Checklist must be initialed and dated for the Proposal to be considered complete. The City of Wildomar reserves the right to award a Contract in a manner and on the basis which will best serve the City, taking into consideration the information in the statement of bidder’s Experience/Qualifications and past work history with the City.

The bidders’ attention is especially drawn to the following Bid Proposal Forms which must be executed in full as required.
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21 A-1. Bid Schedule and Bid Form
Bid Schedule
The unit prices bid must be shown in the space provided. The total bid price must be shown in the space provided.

Initial:______________________ Date:______________
Bid Form
To be filled in and signed by the bidder.

Initial:______________________ Date:______________
A-2. Bond Accompanying Bid
This bond is to be executed by the bidder and the surety company unless bid is accompanied by cash. The amount of this bond shall be not less than ten percent (10%) of the total amount bid and may be shown in dollars or on a percentage basis.

Initial:______________________ Date:______________
A-3. Non-Collusion Affidavit
A Non-Collusion Affidavit must be filled out, signed, and submitted with the bid proposal for the bid documents to be considered complete.

Initial:______________________ Date:______________
A-4. Experience/Qualifications
A statement of the Bidder’s Experience/Qualifications must be filled out, signed, and submitted with the bid proposal for the bid documents to be considered complete.

Initial:______________________ Date:______________
A-5. Designation of Subcontractors
A Designation of Subcontractors must be filled out and submitted with the bid proposal for the bid documents to be considered complete.

Initial:______________________ Date:______________
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22 A-6. Insurance Requirements
The Insurance Section and Exhibit B of the Agreement for Construction Services, for this project have been read and understood.

Initial:______________________ Date:______________
A-7. Project Inspection
The bidder certifies that they have toured the project site, and are familiar with the work involved.

Initial:______________________ Date:______________
A-8. Bond Requirements
The bidder understands that a performance bond issued by an approved surety equaling one hundred percent (100.0%) of the Contract amount will be required. A payment bond equaling one hundred percent (100.0%) of the Contract amount will also be required.

Initial:______________________ Date:______________
A-9. Completion
The City makes no representations or guarantee as to the means or method of the manner of completing the work chosen by the bidder. It is the bidder’s responsibility to plan and schedule the work in order to complete the work in the time specified.

Initial:______________________ Date:______________
A-10. Addenda
The bidder acknowledges that they must sign and attach any applicable addenda to the bid proposal.

Initial:______________________ Date:______________
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23 Section B.

Bid Proposal Form
Proposal To: The Honorable Mayor and City Council
City of Wildomar
Wildomar, California
The undersigned bidder hereby proposes to furnish and deliver all necessary labor, tools, material, tax, transportation, services, equipment and other means of construction to perform the work required for the completion of the project entitled PALOMAR STREET WIDENING, PHASE 2, AND WILDOMAR CEMETERY PERIMETER WALL, FENCING AND ADA IMPROVEMENTS, (CIP 028-2 & CIP 067-1), in accordance with the plans, specifications and other contract documents, together with all Addenda issued by the City of Wildomar prior to the opening of the bid proposals, if any, now on file at the office of the City Clerk located at 23873 Clinton Keith Road, Suite 110, Wildomar, California, 92595. The amount set forth on the Bid Schedule includes all labor, materials, transportation, and services necessary to complete said work, including State of California and local sales or use taxes, license or permit fees, if any.

Said bidder declares that it has read the accompanying Invitation to Bid and Instructions to Bidders, has carefully examined the location(s) of the proposed work, and has examined all contract documents, drawings and addenda issued by the City, and that it will contract with the City to construct and complete the project in satisfactory condition, has completed the Bidder’s checklist and all other bid documents set forth in Part II, Sections B through G.

If awarded the Contract, the bidder expressly agrees to begin work not later than fifteen (15) calendar days after receiving the Notice to Commence Construction in writing by the City Engineer. The Bidder further agrees to complete all work required under the Contract within Two Hundred and Forty (240) Working Days, as that term is defined in Section 4 of the Agreement, upon the issuance of the Notice to Proceed, and to accept in full payment therefore the price indicated on the Bid Schedule. Working days shall include preconstruction activities such as utility coordination and submittal approval.

The bidder acknowledges it understands that a waiting period from time of bid opening until award may be sixty (60) days during which time the bid may not be withdrawn. The bidder further acknowledges that it has adjusted the bid price to include all possible items which may influence the proposal during the waiting period. Requests for bid price change due to the waiting period shall not be agreed to or compensable by the City.

As provided in the Bidder’s Checklist, enclosed is a ( ) cash deposit, ( ) cashier’s check, ( ) surety bid bond (check as appropriate) in an amount of not less than ten percent (10.0%) of the amount of the bid. If a bid bond was submitted, the name of the Surety is 428
24 ______________________________ in an amount not less than ten percent (10%) of the amount bid. If the enclosure is a check or bond, it is made payable to the City of Wildomar.

The undersigned bidder agrees that the enclosed cash deposit, cashier’s check, or surety bond accompanying this proposal, shall be left on deposit with the fund out of which the expenses of preparation and printing of the plans and specifications, estimates of cost, and publication of notice are paid. The undersigned bidder further agrees that this amount is the measure of the liquidated damages which the City will sustain by the default of the undersigned through failure to execute and deliver the above agreement and bonds within ten (10) days of written notice of the award of the contract to the undersigned and that the money or surety bond so deposited shall be collectible and become the property of the City in case of such default.

As required by the Public Contract Code section 4104, the subcontractors listed on the Designation of Subcontractors form constitute each subcontractor and the address and location of place of business of the mill, shop or office of each subcontractor who will perform work or labor or render service to the undersigned bidder in or about the construction of the work hereinabove described in excess of one-half of one percent (0.5%) of the total bid or, in the case of bids or offers for the construction of streets or highways, including bridges in excess of one half of one percent (0.5%) of the Contractor’s total bid or ten thousand dollars ($10,000.00), whichever is greater, and the portion of said work which will be done by each subcontractor, if the contract for the said work is awarded to the undersigned.

All bidders shall complete all of the following:

Contractor’s Name (Printed):

Bidders Signature:

Bidder’s Name (Printed):

Bidders Title:

Address:

Phone Number:

Email Address:

Date:

Contractor’s License Number:

Contractor’s License Classification:

Contractor’s License Exp. Date:
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25 (NOTE TO BIDDERS: No bid shall be valid unless signed by the person making the bid. If the party is an individual, the same shall be signed by the individual; if the party is a partnership, the name of the partnership shall be given and signed by one of the partners; if the same is a corporation, the bid should be signed by the corporation by its properly authorized officer or officers.)
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26 Section C.

Bid Schedule
The following quantities are approximate only and are given for the purpose of comparing proposals. The City does not expressly or by implication agree that the actual amount of work will correspond with quantities given herein but reserves the right to increase or decrease the amount of any class or portion of the work as may be deemed necessary or advisable by the Public Works Director and/or the City Engineer. Payment will be based upon the actual quantities installed or constructed, unless otherwise specified. In the event of any increases or decreases in the amount of the work including change orders for extracontractual work, the unit price numbers shall be used in the calculation of any payment increases/decreases.

PALOMAR STREET WIDENING, PHASE 2, AND WILDOMAR CEMETERY WALL,

FENCING AND ADA IMPROVEMENTS
CIP 028-2 & 067-1
Item
No. Description Units Est. Quantity
Unit
Price Total Price
1 Mobilization, Demobilization, Bonds,
Insurance, ID Signs, & Misc LS 1
2 Development of SWPPP&
Implementation of BMPs (Risk Level
2)
LS 1
3 Traffic Control System LS 1
4 Pre-Construction Cemetery GPR
Subsurface Inspection LS 1
5 Construction Survey Including
Monument Preservation LS 1
6 Clearing and Grubbing LS 1
7 Demolition & Removals LS 1
8 Adjust Water Meter Box to Grade
(EVMWD) EA 6
9 Remove Existing 1" Water Meter and
Install New Water Meter Service
(EVMWD)
EA 3
10 Adjust Water Valve Can to Grade
(EMWD) EA 4
11 Adjust Water Valve Can to Grade
(EVMWD) EA 36
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27 PALOMAR STREET WIDENING, PHASE 2, AND WILDOMAR CEMETERY WALL,

FENCING AND ADA IMPROVEMENTS
CIP 028-2 & 067-1
Item
No. Description Units Est. Quantity
Unit
Price Total Price
12 Adjust Fire Hydrant to Grade
(EVMWD) EA 2
13 Relocate Fire Hydrant (EVMWD) EA 2
14 Remove, Relocate and Install 6" & 8”
Air Vaccuum / Air Relief Assembly
(EVMWD)
EA 2
15 Remove, Relocate and Install 6" & 8”
Blow Off Assembly (EVMWD) EA 2
16 Install New Pull Box and Extend
Conductors / Conduit LS 1
17 Place and Compact Class II
Aggregate Base CY 10,600
18 Place and Compact Decomposed
Granite Trail SF 4,800
19 Install Pavement Reinforcement
Fabric SF 9,400
20 Install Stormwater Membrane
Filtration Device in Existing Drop Inlet
Structure
EA 3
21 Install Corrugated HDPE Pipe LF 25
22 Install Corrugated Steel Pipe
Entrance Taper EA 2
23 Construct Multi-Use Trail Fence LF (F) 780
24 Construct Type A-6 PCC Curb and
Gutter LF 1,920
25 Construct Type A-8 PCC Curb and
Gutter LF 650
26 Construct Type 6 PCC Curb LF 980
27 Construct PCC Retaining Curb LF 20
432
28 PALOMAR STREET WIDENING, PHASE 2, AND WILDOMAR CEMETERY WALL,

FENCING AND ADA IMPROVEMENTS
CIP 028-2 & 067-1
Item
No. Description Units Est. Quantity
Unit
Price Total Price
28 Install PCC Wheel Stop EA 2
29 Construct 8" Thick PCC Cross Gutter
/ Spandrel SF 6,800
30 Construct 8" Thick Modified PCC
Commercial Driveway Apron SF 7,600
31 Construct 6" Thick Modified PCC
Residential Driveway Apron SF 820
32 Construct PCC Parkway Drain EA 1
33 Construct 4" PCC Sidewalk SF 8,500
34 Construct PCC Curb Ramp SF 8,300
35 Construct 6" Thick PCC Pavement SF 2,500
36 Construct 6" Thick Decorative PCC
Pavement SF 1,150
37 Construct 6" Thick PCC Bus Shelter
Pad SF 285
38 Construct 8" Thick PCC Bus Turn Out SF 2,950
39 Construct 8" Thick PCC Bus Apron SF 1,200
40 Construct 4" Thick PCC Median to
Match Existing SF 110
41 Install Slurry Seal TN 1
42 Cold Mill AC Pavement SF 32,150
43 Construct Type III-B2-PG64-10 HMA
Concrete Base Course TN 3,825
44 Construct Type III-C3-PG64-16 HMA
Concrete Surface Course TN 185
433
29 PALOMAR STREET WIDENING, PHASE 2, AND WILDOMAR CEMETERY WALL,

FENCING AND ADA IMPROVEMENTS
CIP 028-2 & 067-1
Item
No. Description Units Est. Quantity
Unit
Price Total Price
45 Construct ARHM-GG-C Surface
Course TN 2,100
46 Construct 4" Thick Decorative Asphalt
Concrete Multi-Use Trail SF 11,500
47 Construct 4" Thick Decorative Asphalt
Concrete Sidewalk SF 6,230
48 Construct 4" Thick Asphalt Concrete
Sidewalk SF 5080
49 Construct AC Berm LF 1,100
50 Construct AC Dike LF 500
51 Remove and Reinstall Brick Pavers SF 1,250
52 Install Salvaged Mail Box EA 1
53 Install Post Office ADA Walkway,
Curb, and Metal Handrailing SF 450
54 Install Decorative Automated Wrought
Iron Gate (Gruwell), Complete and
Operational
LS 1
55 Install Decorative Automated Wrought
Iron Gate (Palomar), Complete and
Operational
LS 1
56 Install Decorative Wrought Iron Swing
Gate (Gruwell Pedestrian Access) LS 1
57 Install Decorative Wrought Iron Roll
Gate (Gruwell Waste Enclosure
Access)
LS 1
58 Install 4 High Decorative Wrought Iron
Fence to Match Existing LF 18
59 Install 4.5' High Decorative Wrought
Iron Fence LF 290
60 Install 6.5' High Decorative Wrought
Iron Fence LF 15
61 Install 4.0' High Chain Link Fence LF 10
434
30 PALOMAR STREET WIDENING, PHASE 2, AND WILDOMAR CEMETERY WALL,

FENCING AND ADA IMPROVEMENTS
CIP 028-2 & 067-1
Item
No. Description Units Est. Quantity
Unit
Price Total Price
62 Install Split Rail Vinyl Fence to Match
Existing LF 60
63 Install Cobble Rock SF 200
64 Install Class V Rock Slope Protection CY 45
65 Install 3/4 – Inch Fractured Rock CY 125
66 Construct Decorative Perimeter Wall LF 530
67 Traffic Striping, Pavement Markings,
Markers, and Signage LS 1
68 Traffic Signal Modifications (Gruwell /
Palomar Intersection) LS 1
69 Traffic Signal Modifications (Wildomar
Trail / Palomar Intersection) LS 1
70 Install Cemetery Main Office Signage
Assembly, Columbarium Plinth and
Plaque, & Pet Station
LS 1
71 Install Bench EA 7
72 Install Removable Bollard EA 28
73 Install Trash Receptacle EA 5
74 Install Irrigation System, Complete
and Operational LS 1
75 Install 24” Box Tree EA 19
76 Install Shrubs, 5 Gallon EA 90
77 Install Shrubs, 2 Gallon EA 105
78 Install Shrubs, 1 Gallon EA 500
435
31 PALOMAR STREET WIDENING, PHASE 2, AND WILDOMAR CEMETERY WALL,

FENCING AND ADA IMPROVEMENTS
CIP 028-2 & 067-1
Item
No. Description Units Est. Quantity
Unit
Price Total Price
79 Replace Landscape and Repair
Irrigation to Match Existing SF 12,350
80 Apply Weed Fabric and Install Much
(3” Thick) CY 675
81 Install Root Barrier LF 845
82 Landscaping, Irrigation, and Plant
Establishment Period LS 1
83 Electrical Service at Cemetery LS 1
84 Landscaping and Irrigation at
Commercial Center LS 1

TOTAL BID PRICE

ABBREVIATIONS
CY Cubic Yards EA Each LB Pounds
LF Lineal Feet LS Lump Sum SF Square Feet
SY Square Yards (F) Final Pay Quantity
TOTAL BID PRICE IN WORDS:

NOTE: The award of contract will be made to the lowest responsible bidder submitting the lowest responsive bid. The lowest responsive bid shall be determined by the TOTAL BID PRICE, as calculated from Unit Prices.

Contractor’s Name (Printed):

Bidders Signature:
(Same Signature as on Proposal)
Bidders Name (Printed):

Bidders Title:

Date:
436
32 Section D.

Bidder’s Bond
We _____________________________ as Principal, and ______________________________ as Surety are bound unto the City of Wildomar, hereafter referred to as “Oblige”, in the penal sum of ten percent (10%) of the total amount of the bid of the Principal submitted to the Oblige for the work described below, for the payment of which sum we bind ourselves, jointly and severally, THE CONDITION OF THIS OBLIGATION IS SUCH, THAT:

WHEREAS, the Principal is submitting a bid to the Obligee, for ____________________________________________________ (Copy here the exact description of work, including location, as it appears on the proposal) for which bids are to be opened at ____________________________________________________________________________ (Insert place where bids will be opened) _______________________________________________on_______________________________________________________ NOW, THEREFORE, if the Principal is awarded the contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him for signature, enters into a written contract, in the prescribed form, in accordance with the bid, and files two bonds with the Oblige, one to guarantee faithful performance (if specified in the contract) of the contract and the other to guarantee payment for labor and materials as provided by law, then this obligation shall be null and void; otherwise, it shall remain in full force.

In the event a suit is brought upon this bond by the Oblige and judgment is recovered, the Surety shall pay all costs incurred by the Obligee in such suit, including a reasonable attorney’s fee to be fixed by the court.

Dated: _______________________________, 2020
By_______________________________________________ *By________________________________________________ Principal Surety Business Address __________________________________ Business Address _____________________________________ ________________________________________________ ____________________________________________________ ________________________________________________ ____________________________________________________

CERTIFICATE OF ACKNOWLEDGMENT
City of Wildomar
County of ___________________________________SS
On this ___________ day of _________________________________ in the year 2020 before me, a notary public in and for the county and state aforesaid, personally appeared ______________________________________________________ Attorney-in-Fact known to me to be the person whose name is subscribed to the within instrument and known to me to be the Attorney-in-Fact of ______________________________________________________________________, and acknowledgment to me that he (she) subscribed the name of the said company thereto as surety, and his (her) own name as Attorney-in-Fact. (SEAL) ______________________________________________ Notary Public *Note: The signature of the Surety must be done before a Notary Public and acknowledgements with appropriate seals attached hereto. Also the Surety must be authorized and licensed by the California Insurance Commissioner as an “admitted surety insurer.”
437
33 Section E.

Non-Collusion Affidavit

STATE OF CALIFORNIA )
)

COUNTY OF RIVERSIDE )
I, the undersigned, an authorized representative of ______________________________, being first duly sworn, deposes and says that the forgoing bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the Contract of anyone interested in the proposed Contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Contractor’s Name (Printed):

Bidders Signature:
(Same Signature as on Bid Proposal Form)
Bidder Name (Printed):

Bidders Title:

Date:

Subscribed and sworn to before me
this ____ day of _________________, 2021.
_____________________________________
Signature of Notary Public
438
34 Section F.

Experience/Qualifications Statement
The bidder has been engaged in the contracting business under the present business name for ____________ years. Experience in work of a nature similar to that covered in the proposal extends over a period of ____________ years.

List all California construction or other professional license numbers, classifications and expiration dates held by your firm:

License Number Classification Expiration Date
List your firm’s DIR Public Works Contractor (PWCR) Registration Number(s), PWCR Number Entity Name, and Expiration Date PWCR Number Entity Name Expiration Date
If any of your firm’s license(s) are held in the name of a corporation, limited liability company, or partnership, list below the names of the qualifying individual(s) listed on the CSLB records who meet(s) the experience and examination requirements for each license.

License Number Qualifying Individual Expiration Date
439
35 Experience/Qualifications Statement (continued)
The bidder, as a Contractor, has never failed to satisfactorily complete a Contract awarded to him, except as follows:

The following contracts are considered by Contractor to be comparable size and construction to the current and have been satisfactorily completed in the last five (5) years for the persons, firm or authority indicated, and to whom reference is made:

No. Year Type of Work
Owner/Agency for
Whom Work was
Performed
Original Awarded
Contract Cost
Final Completed
Contract Cost
Number of
Contract Change
Orders
1 Agency
Contractor
2 Agency
Contractor
3 Agency
Contractor
4 Agency
Contractor
5 Agency
Contractor
440
36 Experience/Qualifications Statement (continued)
Provide the details requested below for each of the projects listed in the table above. Names and references must be current and verifiable.

Only list projects your firm performed as the general contractor. Use separate sheets of paper that contain all of the following information:

Project Name: ____________________________________________________________________________________________________ Location: ________________________________________________________________________________________________________ Owner: _________________________________________________________________________________________________________ Owner Contact (name, email, and current phone number): __________________________________________________________________ Description of Project, Scope of Work Performed: ________________________________________________________________________ Total Value of Construction (including change orders): _____________________________________________________________________ Total Value of Construction Change Orders: ____________________________________________________________________________ Date Construction Commenced: ______________________________________________________________________________________ Original Contractual Completion Deadline: ______________________________________________________________________________ Adjusted Completion Deadline Based on Time Extensions Granted by Owner: __________________________________________________ Actual Date of Completion: __________________________________________________________________________________________ General Contractor’s Project Manager (lead contact in office), if applicable: ____________________________________________________ General Contractor’s Superintendent (lead contact on project site), if applicable: ________________________________________________ 441
37 Experience/Qualifications Statement (continued)
The following is a list of plant and equipment owned by the bidder, which is definitely available for use on the proposed work as required. The bidder may also provide this information as an attachment.

Quantity Equipment Name, Type and Capacity Condition Location Contractor’s Name (Printed):

Bidders Signature:

Bidders Name (Printed):
(Same Signature as on Bid Proposal Form)
Bidders Title:

Date:
442
38 Section G.

Designation of Subcontractors
In compliance with the provisions of Section 4100-4114 of the Public Contracts Code of the State of California, and any amendments thereof, each bidder shall set forth below the name and location of the mill, shop, or office of each subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work or improvement to be performed under these specifications in excess of one half of one percent (0.5%) of the prime Contractor’s total bid or, in the case of bids or offers for the construction of streets or highways including bridges in excess of one half of one percent (0.5%) of the Contractor’s total bid of ten thousand dollars ($10,000.00), whichever is greater. The prime Contractor shall list the portion of the work which will be done by such subcontractor.

If the Contractor fails to specify a subcontractor for any portion of the work to be performed under the Contract, he shall be deemed to have agreed to perform such portion himself, and he shall not be permitted to subcontract that portion of the work except under the conditions hereinafter set forth.

Subletting or subcontracting of any portion of the work as to which no subcontractor was designated in the original bid shall only be permitted in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the awarding authority setting forth the facts constituting the emergency or necessity.

SUBCONTRACTOR PORTION OF WORK % OF TOTAL

BID AMOUNT

PORTION OF TOTAL
BID AMOUNT ($)
Name CSLB #
Location DIR #
Name CSLB #
Location DIR #
Name CSLB #
Location DIR #
Name CSLB #
Location DIR #
443
1 Part III – Agreement for Construction Services
444
2 PUBLIC WORKS CONTRACT
This contract (“Contract”) is effective as of __________________________, and is between the CITY OF WILDOMAR, a California municipal corporation (“Owner”), and ___________________________________, a [State] [corporation/limited liability company/partnership, etc.] (“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 [ENTER NAME OF PROJECT] Project (“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
Exhibit B – Insurance
445
3 The Work.

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

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

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

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

Time to Perform the Work.

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

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

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

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

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

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

TIE Format and Contents. Each TIE must include a written narrative and a schedule diagram depicting how the delay or other impact affects other schedule activities. The schedule diagram must show how Contractor proposes to incorporate and mitigate the delay or other impact in the schedule and how it impacts the current schedule update critical path or otherwise. Contractor is also responsible for establishing time extensions based on the TIE’s impact on the critical path. The diagram must be tied to the main 446
4 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 $3,500 dollars ($3,500.00) for each calendar day that expires after the time specified for Contractor to achieve Final Completion of the entire Work, until achieved.

Scope of Liquidated Damages.

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

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

Compensation and Payment.

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

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

Owner will review each Pay Estimate and determine whether the Work performed is in accordance with the Contract Documents. Owner may require Contractor to provide a release of all undisputed Contract amounts contained in the Pay Estimate. 447
5 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.

In accord with Public Contract Code § 7201(b), City has determined this project is “substantially complex” and warrants a ten percent (10%) retention amount from all progress payments until all of the project work has been successfully completed and accepted by City.

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

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

Labor Code and Prevailing Wage Requirements.

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

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

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

Contractor, and any subcontractor engaged by Contractor, must pay not less than the specified prevailing rate of per diem wages to all Workers employed in the execution of the contract. (Labor Code § 1774.) Contractor is responsible for compliance with Labor Code section 1776 relative to the retention and inspection of payroll records. 448
6 Contractor must comply with all provisions of Labor Code section 1775. Under Section 1775, Contractor will forfeit the statutory penalty to Owner for each Worker employed in the execution of the Contract by Contractor or any subcontractor for each calendar day, or portion thereof, in which the Worker is paid less than the prevailing rates. Contractor may also be liable to pay the difference between the prevailing wage rates and the amount paid to each Worker for each calendar day, or portion thereof, for which each Worker was paid less than the prevailing wage rate.

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

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

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

In addition to submitting the certified payrolls and related documentation to the City, the contractor and all subcontractors are required to submit certified payroll and related documents electronically to the California Department of Industrial Relations (DIR).

Failure to submit payrolls to the DIR when mandated by the Project parameters will also result in the withholding of progress, retention and final payment. Certified payroll information for this project must be submitted electronically through LCPtracker. No hard copy payrolls will be accepted.
449
7 No contractor or subcontractor may be listed on a bid proposal for a public Works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

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

General Legal Compliance.

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

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

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

Clayton and Cartwright Act Assignments. In entering into this Contract or a contract with a subcontractor to supply goods, services, or materials pursuant to this Contract for the Project, Contractor and any subcontractor will be deemed to have offered and agreed to assign to Owner all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700 of Part 2 of Division 7 of the California Business and Professions Code), arising from purchases of goods, services, or materials for the Project. This assignment will be deemed made and will become effective at the time Owner tenders final payment to Contractor, without further acknowledgement by the Parties.

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

Indemnification. Contractor agrees to the fullest extent permitted by law (including, without limitation, California Civil Code section 2782) to (1) immediately defend, (2) indemnify, and (3) hold harmless Owner and its officers, directors, employees, agents, contractors, consultants, and other parties Working on Owner’s behalf (collectively, “Owner indemnified parties”) from 450
8 and against, any and all claims and liabilities, regardless of the nature or type, that directly or indirectly arise out of, pertain to, or relate to performance of the Work under this Contract by Contractor, or its officers, employees, agents, or subcontractors committed in performing any Work under this Contract or the failure to comply with any of the obligations of this Contract, resulting from any cause whatsoever except for the sole negligence, active negligence, of willful misconduct of Owner (collectively, “Claims”). The Claims subject to Contractor’s duties to defend and indemnify include, without limitation, all claims, actions, causes of action, proceedings, suits, losses, damages, penalties, fines, judgments, liens, levies, and associated investigation and administrative expenses. Such Claims also include defense costs, including reasonable attorneys’ fees and disbursements, expert fees, court costs, and costs of alternative dispute resolution.

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

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

Contractor agrees that settlement of any Claim will require the consent of Owner.

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

Contractor’s obligation to indemnify Owner applies unless it is finally adjudicated that the liability was caused by the sole, negligence, active negligence, or willful misconduct of a Owner indemnified party. If a Claim is finally adjudicated and a determination made that liability was caused by the sole negligence, active negligence, or willful misconduct of an Owner indemnified party, then Contractor’s indemnification obligation will be reduced in proportion to the established comparative liability.
451
9 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: ________________
Phone: (951) 677-7751 ext. ___
Fax: (951) 698-1463
Email: [email protected]
To Contractor:[NAME]
[ADDRESS]
[CONTRACTOR REPRESENTATIVE]
[PHONE / FAX NUMBERS]
[EMAIL]
Notice will be deemed effective on the date personally delivered or transmitted by facsimile, or such other electronic means as may be agreed to by the parties. If the notice is mailed, notice will be deemed given three days after deposit of the same in the custody of the United States Postal Service, postage prepaid, for first class delivery, or upon delivery if using a major courier service with tracking capabilities.

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

Owner Rights of Termination and to Complete the Work.

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

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

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

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

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

Contractor fails to abide by any applicable laws, ordinances or instructions of Owner in performing the Work.

Contractor breaches or fails to perform any obligation or duty under the Contract and such breach or failure remains uncorrected following Owner’s notice to Contractor of the breach.

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

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

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

If Owner takes over the Work, Owner may also take possession of outstanding materials on order for the completion of the project, upon payment to the vendor. All excess costs incurred by Owner in obtaining such materials, will be the responsibility of the Contractor.
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11 Termination for Convenience. Owner may terminate performance of the Work under the Contract in accordance with this clause in whole, or from time to time in part, if Owner determines that termination is in Owner’s best interest. Termination will be effected by Owner delivering to Contractor notice of termination specifying the extent to which performance of the Work under the Contract is terminated, and the effective date of the termination.

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

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

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

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

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

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

Resolution of Construction Claims (PCC § 20104 and following) Public Contract Code section 20104 and following, specifies required provisions on resolving contract claims less than $375,000, which are set forth below, and constitute a part of this Contract.
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12 For the purposes of this section, “claim” means a separate demand by Contractor of $375,000 or less for (1) a time extension, (2) payment or money or damages arising from Work done by or on behalf of Contractor arising under the Contract Documents and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled to, or (3) an amount the payment of which is disputed by Owner. In order to qualify as a claim, the written demand must state that it is a claim submitted under Section 17 of the Contract and be submitted in compliance with all requirements of this Section. Separate Contractor claims that together total more than $375,000 do not qualify as a “separate demand of $375,000 or less,” as referenced above, and are not subject to this Section.

A voucher, invoice, payment application, or other routine or authorized form of request for payment is not a claim for purposes of this section. If such request is disputed as to liability or amount, then the disputed portion of the submission may be converted to a claim under this section by submitting a separate claim in compliance with Contract Documents claim submission requirements.

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 455
13 period of time no greater than taken by Contractor in producing the additional information, whichever is greater.

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

Claims Process under Public Contract Code § 9204:

Upon receipt of a claim pursuant to this section, Owner must conduct a reasonable review of the and, within a period not to exceed 45 days, must provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, Owner and Contractor may, by mutual agreement, extend the time period provided in this subsection.

The Contractor must furnish reasonable documentation to support the claim.

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

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

If the Contractor disputes Owner’s written response, or if Owner fails to respond to a claim issued pursuant to this section within the time prescribed, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, Owner will schedule a meet and confer conference within 30 days for settlement of the dispute.
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14 Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, Owner must provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after Owner issues its written statement. Any disputed portion of the claim, as identified by the Contractor in writing, will be submitted to nonbinding mediation, with Owner and the Contractor sharing the associated costs equally. Owner and Contractor must mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party will select a mediator and those mediators will select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party will bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute will be subject to applicable procedures outside this section.

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

This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.

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

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

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

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

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

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

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

Integrated Contract. This Contract, including the Contract Documents, is the entire, complete, final and exclusive expression of the Parties with respect to the Work to be performed under this Contract and supersedes all other agreements or understandings, whether oral or written, between Contractor and Owner prior to the execution of this Contract.

Modification of Contract. No amendment to or modification of this Contract will be valid unless made in writing and approved by Contractor and by the Board of Directors of Owner or Owner Manager, as applicable. The Parties agree that this requirement for written modifications cannot be waived and that any attempted waiver will be void.

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

Counterparts, Electronic Signatures. This Contract may be executed in several counterparts, each of which will be deemed an original, and all of which, when taken together, constitute one and the same instrument. This Contract and any amendments 458
16 will be considered executed when the signature of a party is delivered by electronic transmission. Such electronic signature will have the same effect as an original signature.

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

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

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

Governing Law and Venue. This Contract shall be deemed to have been executed in the City where the Project is located. Enforcement of this Agreement shall be governed by the laws of the State where the Project is located, excluding its conflict of laws rules.

In the event of litigation between the parties, venue in state trial courts will be in the County of Riverside.

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

OWNER: CITY OF WILDOMAR
Daniel York, City Manager
ATTEST:

Janet Morales, City Clerk

APPROVED AS TO FORM
Thomas D. Jex, City Attorney
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17 CONTRACTOR: [NAME]
(If not an individual, two signatures are required)
Name and Title
Name and Title
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18 EXHIBIT A

COMPENSATION
The total compensation under this Contract may not exceed:

The sum of .
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19 EXHIBIT B

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

Type of Insurance Per Occurrence Limits (combined single) Commercial General Liability
Business Automobile Liability
$3,000,000
$1,000,000
Workers’ Compensation Statutory Requirements
Pollution Liability Insurance As stated below

2. Commercial General Liability Insurance. Coverage shall be at least as broad as Insurance Services Office (ISO) 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 $3,000,000 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.

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

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

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

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

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

2. Products and completed operation;

3. Public liability;

3. Pollution liability; or

4. Contractual liability.

3. Business Auto Coverage. This policy must be on ISO Business Auto Coverage Form CA 00 01 including symbol 1 (Any Auto) and Endorsement CA 0025, or equivalent forms approved in writing by Owner. Limits must not be less than $1,000,000 per accident, combined single limit, or if Contractor neither leases nor owns vehicles, this requirement may be satisfied by a 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 Contractor 60 days advance written notice of such change. If such change results in substantial additional cost to Contractor, Owner and Contractor may renegotiate Contractor’s compensation.

7. Acceptable Insurers. All required insurance policies must be issued by an insurance company currently authorized by the California Insurance Commissioner to transact the business of insurance in the State of California, with an assigned policyholders’ Rating of A- (or higher) and 463
21 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.

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

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

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

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

13. Waiver of Subrogation. Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss.

Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the Entity has received a waiver of subrogation endorsement from the insurer. However, the Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the Entity for all work performed by the Contractor, its employees, agents and subcontractors. 464
22 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)
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23 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
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24 PERFORMANCE BOND
On _____________________________, the City of Wildomar, a California municipal corporation (“OWNER”), awarded a contract (“Contract”) to __________________________________________________________ (“CONTRACTOR” or “PRINCIPAL”), for the Work (“Work”) identified as
____________________________________________________________________________ The Contract and related documents (“Contract Documents”) are incorporated and made a part of this performance bond.

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

BOND CONDITIONS

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

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

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

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

5. SURETY agrees that no changes, extensions of time, alteration or modification of the Contract or of the obligations to be performed thereunder will in any way affect its obligation on this bond, and waives notice of any such change, extension of time, alteration or modification of the Contract or of the obligations to be performed. Furthermore, SURETY expressly waives the provisions of California Civil Code sections 2845 and 2849. 467
25 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
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26 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.
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27 PAYMENT BOND
On _____________________________, the City of Wildomar, a California municipal corporation (“OWNER”), awarded a contract (“Contract”) to __________________________________________________________ (“CONTRACTOR” or “PRINCIPAL”), for the Work (“Work”) identified as
____________________________________________________________________________ PRINCIPAL is required to furnish a bond under the Contract to secure the payment of claims of laborers, mechanics, material persons, and other persons as provided by law.

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

BOND CONDITIONS

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

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

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

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

5. SURETY agrees that no changes, extensions of time, alteration or modification of the Contract or of the obligations to be performed thereunder will in any way affect its obligation on this bond, and waives notice of any such change, extension of time, alteration or modification of 470
28 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
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29 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.
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30 Part IV – Technical Specifications
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31 CITY OF WILDOMAR

STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS
PALOMAR STREET WIDENING, PHASE 2, PROJECT AND WILDOMAR

CEMETERY PERIMETER WALL, FENCING, AND ADA

IMPROVEMENTS
CIP 028-2 & CIP 067-1
All work shall be performed in accordance with these Standard Specifications and Special Provisions which consist of the following:

A. 2024 Edition of the Standard Specification for Public Works Construction, Parts 1 - 8 (Greenbook) and its supplements.

B. Greenbook additions and modifications as indicated below C. Bid Item Special Provisions
The following are additions or revisions to the Greenbook Sections. If there are no additions or revisions noted for a specific Section, the Greenbook as written shall apply.

PART 1

GENERAL PROVISIONS
SECTION 1 – GENERAL
Section 1-1 General
Section 1-2 Terms and Definitions
Add: Caltrans Standard Specifications – The 2023 State of California, California State Transportation Agency, Department of Transportation “Standard Specifications”, inclusive of all current revisions, amendments, and standard special provisions, where applicable.

Section 1-3 Abbreviations
Section 1-4 Units of Measure
Section 1-5 Symbols
Section 1-6 Bidding and Submission of the Bid
Section 1-7 Award and Execution of the Contract
SECTION 2 – SCOPE OF THE WORK
Section 2-1 Work to Be Done
Section 2-2 Permits
Section 2-3 Right of Way
Section 2-4 Cooperation and Collateral Work
Section 2-5 The Contractor’s Equipment and Facilities
2-5.1 General – Toilets to be provided shall have secondary containment in conformance with NPDES requirements.
2-5.4 Haul Routes – A Haul Route Permit from the City will be required unless waived by the Engineer. To protect City streets from deterioration due to hauling of materials the Contractor shall submit for approval a proposed haul route for materials and equipment to each job site five (5) working days prior to starting work. The Contractor shall adhere to the approved route only unless written permission is obtained from the Engineer. The travel route plans, which meet the City’s requirements, will be approved and returned to the Contractor. Otherwise, further revisions are required until they are acceptable to the City. The Contractor shall submit one travel plan for each phase to the Engineer for 474
32 approval, and the approved travel plans shall be strictly adhered to by the Contractor during all phases of the construction.

Section 2-6 Changes Requested by the Contractor
Section 2-7 Changes Initiated by the Agency
Section 2-8 Extra Work
Section 2-9 Changed Conditions
Section 2-10 Disputed Work
SECTION 3 – CONTROL OF THE WORK
Section 3-1 Assignment
Section 3-2 Self-Performance
Section 3-3 Subcontractors
Section 3-4 Authority of the Board and the Engineer
Section 3-5 Inspection
Section 3-6 The Contractor’s Representative
Section 3-7 Contract Documents
3-7.2 Item (f). The Special Provisions shall consist of the project Technical Specifications, including the General and Special Provisions
Section 3-8 Submittals
3-8.1 General – Submittals shall be made within 10 working days of the Notice of Award. The contractor shall allow 10 working days for initial review. 3-8.2 Working Drawings – Submittals shall be made by e-mail. If requested three hard copies shall be provided plus a reproduceable. One copy will be returned with comments or acceptance.
3-8.4 – Supporting Information – Submit by e-mail. If requested three hard copies shall be submitted.

Section 3-9 Subsurface Data
Section 3-10 Surveying
3-10.1 General – Unless otherwise stipulated in the Bid Items Special Provisions the contractor will perform and be responsible for any surveying required to perform the required work. The Contractor shall be responsible for establishing all lines, grades and layout for all construction. Payment for construction staking and surveys shall be as specified in the Bid Items Special Provisions and no additional payment will be made therefore.

Section 3-11 Contract Information Signs
Section 3-12 Work Site Maintenance
3-12.2 Air Pollution Control – Add:

Dust Control - The Contractor’s attention is directed to Section 6, “Public Safety,” of the Standard Construction Specifications. The Contractor shall be responsible for dust control within the project limits. The Contractor shall diligently control dust resulting from his operations and from public traffic passing through the work area by the application of water and/or dust palliative.

The Contractor shall provide dust control at all times including Saturdays, Sundays, and holidays as ordered by the Engineer. The Contractor shall immediately alleviate any dust hazard as directed by the Engineer.
3-12.3 Noise Control – Noise shall conform to the City of Wildomar noise ordinance. 3-12.6 Water Pollution Control – Add:

As part of the Contractor’s Water Pollution Control Program, the Contractor shall submit a Water Pollution Control Drawing (WPCD)/Construction Runoff Management Plan 475
33 (CRMP) per Section 6.3 of the City’s Jurisdictional Runoff Management Program (JRMP), for review and acceptance. The City’s JRMP can be accessed on the City’s website. The Contractor shall revise the WPCD/CRMP, as directed by the Engineer, and construction shall not begin until the WPCD/CRMP has been accepted by the Engineer. Unless otherwise stated in the Special Provisions, the WPCD/CRMP shall be prepared and signed/stamped by a Civil Engineer or a Qualified SWPPP Developer (QSD) licensed in the State of California. Staging or storage areas located within the City and used by the project shall also be included in the WPCP and BMPs shall also be required for those areas.

For projects which disturb one (1) or more acres of soil, the Contractor shall be responsible to obtain coverage under the State Water Resources Control Board’s (Water Board) Construction General Permit Order 2009-0009-DWQ (Permit). The Contractor shall be responsible for all items required to obtain coverage under the Water Board’s Permit including, but not limited to, preparing a Stormwater Pollution Prevention Plan (SWPPP), obtaining a Waste Discharge Identification (WDID) Number, and hiring a Qualified SWPPP Developer (QSD) and Practitioner (QSP). Prior to submittal of the SWPPP to the Water Board, the Contractor shall first submit the SWPPP to the Engineer for review and approval, at least five (5) working days before the pre-construction conference. In such cases, the SWPPP shall satisfy the requirement for a WPCD/CRMP. The Contractor shall be responsible for compliance with all Water Board’s Permit requirements and shall be responsible for all reporting required by the Water Board’s Permit including, but not limited to, Annual Reports and Notices of Termination.

The Contractor shall be responsible to implement all aspects of the WPCD/CRMP/SWPPP for the duration of the project and shall at all times have personnel on-site experienced and qualified in implementing the required stormwater pollution prevention Best Management Practices (BMPs). BMPs shall be properly installed in conformance with applicable standards and guidelines. BMPs shall be installed prior to the commencement of construction and shall remain in place throughout the entire duration of construction, except in circumstances in which the BMPs conflict with a construction activity and must be temporarily removed to allow construction to continue. However, if BMPs must be temporarily removed during a construction activity, the Contractor shall still be responsible to ensure that pollutant runoff from the construction activities does not occur and shall implement any other BMPs during the construction activity as necessary. Upon completion of the construction activity, BMPs shall be placed in their normal locations until the project is accepted by the Engineer. The Contractor shall maintain all BMPs in a functioning condition such that the BMPs perform as intended and designed. The Contractor shall be responsible to always maintain the BMPs, including times when there is no construction, and shall provide to the Engineer a 24-hour phone number where the Contractor can be reached in the event that a BMP failure occurs and requires immediate attention.

The Contractor and their QSP shall be responsible to always monitor the site and shall ensure that the required BMPs are implemented and maintained and that the site remains in compliance with the WPCD/CRMP/SWPPP and the General and Special Provisions.

The QSP shall be responsible to also provide recommendations to the contractor for BMP implementation, maintenance, and upgrades. The Contractor shall promptly comply with recommendations and corrections issued by the QSP. The QSP shall. submit copies of their site inspection reports and corrections to the Engineer regularly, and prior to request for any payment for the Water Pollution Control Plan bid item.

The Contractor’s work shall be subject to a regular program of inspection by the City as 476
34 specified in the City’s JRMP to verify compliance with the City’s Stormwater Drainage System Protection Ordinance (Wildomar Municipal Code Ch. 13.12). Any deficiencies and corrective actions identified in the compliance inspections shall be addressed by the contractor within 72 hours of receiving the notice or prior to any forecasted rain event (whichever is first). The City reserves the right to require modification to the WPCD/CRMP/SWPPP and to the site BMPs, as necessary, to ensure that the site remains compliant with City regulations. The cost for any new BMPs that are required as a result of ineffective BMPs shall be assumed to be included in the bid item for Water Pollution Control Plan and no additional compensation shall be allowed without the approval of the Engineer.

If the project is delayed for any reason, and unless the Contractor is notified otherwise by the Engineer, the Contractor shall continue to protect the project as specified in the Contractor’s WPCD/CRMP/SWPPP and to the satisfaction of the Engineer and the Contractor shall be responsible for continued maintenance of BMPs at all times, even when construction is inactive, until a Notice of Completion for the project has been issued by the City.

In the event that the project is not completed due to the weather, the City Engineer will notify the Contractor to cease operations. After notification, the Contractor shall cease operations as indicated in the notification and winterize the project as specified in the Contractor’s SWPPP and to the satisfaction of the City Engineer. When weather permits, the City Engineer will notify the Contractor to resume operations. After notification, the Contractor shall resume operations within ten (10) calendar days and diligently complete the Contract. The Contractor shall not make any claim nor receive compensation for anticipated profits, loss of profits, damages, or any extra payment due to the work stoppage ordered by the City Engineer due to inclement weather.

Inclement Weather Conditions - If the Contractor's work is suspended due to inclement weather for a period exceeding seven (7) calendar days, all sections of curb and gutter that have been removed shall be backfilled with aggregate base or asphalt concrete to match the existing gutter grade. Compaction shall be a minimum of ninety percent (90%), and shall be placed in such a manner as to minimize the amount of standing water in the removed gutter sections and thereby reducing water infiltration into the road base.

Driveway areas shall also be covered with trench plating. Drop inlets downstream of curb and gutter areas that have been backfilled with aggregate base or asphalt concrete shall be protected as specified in the Contractor's WPCP. Upon resumption of work, the excess compacted aggregate base or asphalt concrete shall be removed with the remaining aggregate base recompacted and tested prior to curb and gutter installation.

Section 3-13 Completion, Acceptance, and Warranty
SECTION 4 – CONTROL OF MATERIALS
Section 4-1 General
Section 4-2 Protection
Section 4-3 Inspection
4-3.1 General – Source inspection is not required for asphalt concrete pavement mixtures or structural concrete unless required by the Bid Item Special Provisions. A Certificate of Compliance will be required.

Section 4-4 Testing
Section 4-5 Certificate of Compliance
A Certificate of Compliance is required for all materials approved by the submittal process 477
35 unless waived by the Engineer.

Section 4-6 Trade Names
Section 4-7 Weighing Equipment
Section 4-8 Calibration of Testing Equipment
SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
Section 5-1 Laws and Regulations
Section 5-2 Special Notices
Add the following to this Section:

Unless waiver by the Engineer, the Contractor shall be required to notify and cooperate with the public, transit companies, local law enforcement agencies, local fire districts, local utilities companies, refuse collectors, schools, medical facilities and any other persons or agencies who may be affected by the project. Notifications shall be in writing and delivered at least two (2) weeks prior to construction.

Notifications shall include, but not be limited to, the following items:

B. General information
C. Construction Schedule
D. Contact Person and Phone Number
E. Traffic delays and alternate routes
F. Tree removals and/or trimming
G. Driveway closures (if multiple closures are required at separate dates, multiple notices will be required)
H. Water service interruptions
I. Temporary relocation of bus stops
J. Adjustment of utilities
K. Waste pick-up
Specific notification requirements to adjacent properties and businesses will be addressed in the Special Provisions.

If construction operations have been postponed or cancelled with no work in the proposed area for more than seven (7) calendar days, or multiple notices are required the Contractor shall re-notify the affected residents and businesses a minimum of two (2) working days prior to the start of the work.

Failure to comply with the notification requirement will result in a stop work order. The Contractor shall maintain an updated and chronological record at the job site of all written notifications along with a list of recipients. Such records shall be made available upon request by the City Engineer.

Full compensation for Public Notification, as specified herein, shall be considered as included in the prices paid for the various items of work involved and no additional compensation will be made therefore.

Section 5-3 Labor
Section 5-4 Insurance
Insurance requirements in this Section shall be replaced with the insurance requirements contained in the Contract Agreement for the project.

Section 5-5 Antitrust Claims
Section 5-6 Patent Fees or Royalties
Section 5-7 Safety
In addition to compliance with this Section the Contractor shall:
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36 1. Replace and/or repair the damaged pavement outside the construction limits damaged by their operations to the satisfaction of the Engineer at no cost to the City.

2. Keep the areas adjacent to the construction site clear of any objects that may be hazardous to pedestrians and motorists. The Contractor shall be responsible for the project safety on a 24-hour basis each calendar day for the entire duration of the project.

3. The contractor shall furnish, install and maintain all necessary signage for pedestrians and motorists in conformance with the California Manual of Uniform Traffic Control Devices.

4. The City will only provide inspection during the designated construction hours Monday through Friday. Any work done without inspection is at the Contractor’s risk and subject to rejection. The replacement costs for rejected work will be borne by the Contractor.

5. Use illuminated or reflective warning/construction signs at both ends of the construction area while hauling materials in and out of the site, and at appropriate locations or as directed by the Engineer for the entire project. Solar powered flashing arrow boards will be required for all lane closures and may be required for other traffic control. The Contractor shall provide larger flexible roll-up traffic control signs at no additional cost, if required by the Engineer. In addition to providing and maintaining delineation, the Contractor shall be responsible for the project safety on a 24-hour basis.

NOTE: Contractor to be aware of the following restrictions to all work being performed within the City of Wildomar;
• Any work located within a two (2) block radius of any school will be performed during a school break or on weekends. Contractor shall coordinate work schedule with Engineer, prior to commencing of proposed improvements. • The Contractor shall not be allowed to perform any work on any holiday.

During this period, all work shall be completed, all travel and/or traffic lanes shall be restored to a safe condition, be fully operational, and shall be opened to vehicular traffic.
• During elections, no work will be allowed within six hundred feet (600’) from a polling place including no parking of construction equipment or employee vehicles within said distance of 600 feet.
• Prior to commencement of any work within City limits, the contractor shall coordinate with the Engineer so that the work performed will not interfere with any special events occurring in the City throughout the year. • Construction hours shall be further limited to the times specified in Section

15.04.010 and Section 9.48.0608 of the City Municipal Code.

SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
Section 6-1 – Construction Schedule and Commencement of the work Section 6-2 – Prosecution of the Work
Add 6-2.1 Record Documents – The Contractor shall record, on a set of Contract Documents maintained at the job site, deviations that have been made from the Contract Documents or approved shop drawings. This shall include locations of buried conduits and utility features which are revealed during construction. Requests for partial payments shall not be approved until the record documents are up to date and delivered to the City, after approval of the Engineer.

Section 6-3 – Time of Completion
Section 6-4 – Delays and Extensions of Time
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37 6-4.3 Payment for Delays – The Contractor shall not be paid for delays except those for which the City is responsible or described in Section 402-5. The amount of delay compensation shall be wholly determined by the Engineer.

Section 6-5 – Use of Improvement During Construction
Section 6-6 – Suspension of the Work
Section 6-7 – Termination of the Contract for Default
Section 6-8 – Termination of the Contract for Convenience Section 6-9 – Liquidated Damages
Liquidated Damages shall be $3500.00 per Calendar Day unless otherwise provided in the Contract Documents.

SECTION 7 – MEASUREMENT AND PAYMENT
Section 7-1 – Measurement of Quantities for Unit Price Work Section 7-2 – Lump Sum Work
Section 7-3 – Payment
7-3.3 – Delivered Materials
The cost of materials and equipment delivered, but not incorporated into the Work will not be included in the progress payment estimate unless otherwise provided in these Special Provisions.

Section 7-4 – Payment for Extra Work
7-4.3.1 – Work by Contractor
The allowance for overhead and profit to be added to the Contractors costs shall be 12%. 7-4.3.2 – Work by Subcontractor
The allowance for overhead and profit to be added to the Subcontractors costs shall be the same as allowed in Section 7-4.3.1. The Contractors costs and markup shall be 5%.

Section 7-5 – Payment for Changes Requested by the Contractor SECTION 8 – FACILITIES FOR AGENCY PERSONNEL
Section 8-1 – General
The contractor shall not be required to provide field office facilities for the City unless otherwise provided in the Special Provisions.

Section 8-2 – Field Office Facilities
Section 8-3 – Field Laboratories
Section 8-4 – Bathhouse Facilities
Section 8-5 – Removal of Facilities
Section 8-6 – Basis of Payment
PART 2

CONSTRUCTION MATERIALS
SECTION 200 – Rock Materials
SECTION 201 – Concrete, Mortar and Related Materials
201-1.1.2 Concrete Specified by Class and Alternate Class Concrete for street surface improvements as listed in Table 201-1.1.2 shall be 560-C-3250. All other concrete shall be per Table 201-1.1.2 unless otherwise specified in the Bid Item Special Provisions.

SECTION 202 – Masonry Materials
SECTION 203 – Bituminous Materials
SECTION 204 – Lumber and Treatment with Preservatives
SECTION 205 – Piles
SECTION 206 – Miscellaneous Metal Items
SECTION 207 – Gravity Pipe
SECTION 208 – Pipe Joint Types and Materials
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38 SECTION 209 – Pressure Pipe
SECTION 210 – Paint and Protective Coatings
SECTION 211 – Material Tests
SECTION 212 – Water and Sewer System Valves and Appurtenances SECTION 213 – Engineering Geosynthetics
SECTION 214 – Traffic Striping, Curb and Pavement Markings, and Pavement Markers SECTION 215 – Precast Reinforced Concrete Manholes (PRCMH) SECTION 216 – Precast Reinforced Concrete Box
SECTION 217 – Bedding and Backfill Materials
PART 3

CONSTRUCTION METHODS
SECTION 300 – Earthwork
SECTION 301 – Subgrade
SECTION 302 – Roadway Surfacing
Section 302-2.3 Equipment
Add 2.3.1 General - Paving machines shall be equipped with a fully-automatic screed control system. The system shall be either a contact (skid) or non-contact (sonic averaging) system. The skid shall be a minimum of 30-feet long, mounted on the side of the spreading and finishing machine which will receive the next mat of material, and placed in contact with the pavement surface. The sonic averaging system shall have a ski, a minimum of 24 feet long, mounted on the side of the paving machine which will receive the next mat of material. The automatic screed control system shall be in operation during placement of all courses unless otherwise approved by the Engineer." Add 302-5.6.3 Smoothness Verification and Correction - The Contractor shall water-test all finished Asphalt Concrete surfacing prior to final inspection. Any irregularities causing water to stand shall be corrected at the Contractor's expense. The Engineer may also test the pavement surface using other methods including, but not limited to, a rolling straight edge test, a profilograph test, or an International Roughness Index (IRI) test. Upon completion, the pavement surface shall be true to grade and cross section, in accordance with Subsection 302-5.6.2, “Density and Smoothness,” of the SSPWC. If the finished surface does not meet the specified surface tolerance, it shall be brought into tolerance by a method to be approved by the Engineer which may include (but shall not be limited to) removal and replacement of finished surfaces or, at a minimum, abrasive grinding, utilizing diamond cutting blades followed by a fog seal coat applied to the areas which have been ground, followed by a sand blotter applied over the fog seal. If used, abrasive grinding shall conform to the first paragraph and last four paragraphs of Section 42-2.02, “Construction,” of the Caltrans Standard Specifications, with the following exception:

Residue from grinding operations shall be removed from the project site and properly disposed of at the Contractor’s expense. Corrective work described above shall be at the Contractor’s expense.

SECTION 303 – Concrete and Masonry Construction
SECTION 304 – Metal Fabrication and Construction
SECTION 305 – Pile Driving and Timber construction
SECTION 306 – Open Trench and Conduit Construction
SECTION 307 – Jacking and Tunneling
SECTION 308 – Microtunneling
SECTION 309 – Monuments
SECTION 310 – Painting
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39 SECTION 311 – Special Protective Materials
SECTION 314 – Traffic Striping, Curb and Pavement Markings, and Pavement Markers PART 4

EXISTING IMPROVEMENTS
SECTION 400 – Protection and Restoration
Section 400-1 General
In the event a traffic control sign or lighting facility is damaged, the Contractor shall immediately call the Department of Public Works at 951-677-7751 or the after-hours number provided at the Pre-Construction meeting and repair or replace the facility, at the Contractor’s expense, within 24 hours so the facility is fully operational.

Prior to construction, the Contractor is encouraged to document, in writing and by photograph, any damage to existing improvements within the right of way or adjacent private improvements within the project area.

In the event there are mature trees adjacent to the work area, the tree canopy may extend over the construction area. It is the responsibility of the Contractor to conduct construction operations around said tree canopy such that the work is accomplished without damaging or injuring tree or tree limbs in any way.

The Contractor, in writing, shall notify impacted residents and/or property owners to inspect their existing facilities to determine if any damage was caused due to construction. The notice shall be done within three (3) days of completing the project and shall request that the residents and/or property owners notify the Project Manager of such condition within seven (7) days. The seven (7) days notification is only a courtesy request and not a requirement; any damaged irrigation reported after the seven (7) days will still be required to be repaired.

All damaged landscaping shall be replaced in kind or better within two (2) weeks of the damage.

It is the Contractor’s responsibility to match the existing grass with a similar variety. Any area, which is rutted, shall be leveled with appropriate topsoil and seeded. All damaged irrigation systems shall be repaired within 48 hours.

Existing traffic stripes and pavement markers that are outside the areas of the project limits that are to remain in place shall be protected from wheel marks and other damage by the Contractor.

Damaged traffic stripes and pavement markers shall be cleaned or replaced as approved by the Engineer. The restoration of such objects will be at the Contractor’s expense and in conformance with “Traffic Striping and Pavement Markings” found elsewhere in these specifications.

SECTION 401 – Removals
Section 401-1 General
Care shall be exercised not to damage adjacent concrete curbs/gutters, concrete driveways, pavement, and landscape/irrigation. Gutters, pavement, sidewalk, driveways, or curbs damaged by construction operations shall be replaced at the Contractor’s expense. Damaged landscaping or irrigation shall be replaced or repaired in kind to good working condition. Residue from removal operations shall not be permitted to flow or travel into gutters, onto adjacent surfaces or parkways.

All residues shall be completely removed by sweeping and properly disposed. No washing of residues into drainage structures will be allowed.

The Contractor shall implement whatever measures are practical during removal operations to maintain the existing subgrade integrity except as otherwise called for on the plans. Any subgrade 482
40 disturbed or removed due to the Contractor not using the extra care outlined or for his convenience, shall be graded and compacted to the required elevations at no cost to the City.

SECTION 402 – Utilities
Section 402-1 Location
The extent that existing utilities are shown on the plans will be addressed in the Special Provisions.

Attention is directed to the contractor’s responsibility to locate subsurface facilities within 24 inches of any side of excavations required for the work and provide this information to the Engineer. Payment for performing the location work shall be included in the price paid for the bid item provided. If no bid item is provided the cost shall be included in the various other items of work. No additional compensation will be allowed.

Section 402-4 Relocations
Replace the first two sentences with the following:

Mobilization shall include the coordination of the Contractor with utility agencies for potholing, relocations, work within existing utility easements, and to obtain construction water.

Section 402-5 Delays Due to Utility Conflicts
Add to last paragraph – Contractor shall provide documentation in the form of paid invoices or other documents acceptable to the Engineer substantiating the actual loss. The Engineer will determine the final fair and equitable compensation and no additional compensation will be allowed. Equipment on Idle is not eligible for any additional markup.

SECTION 403 – Manhole Adjustment and Reconstruction
SECTION 404 – Cold Milling
SECTION 405 – Micro-Milling
PART 5

PIPELINE SYSTEM REHABILITATION
SECTION 500 – Pipeline Rehabilitation
SECTION 501 – Service Lateral Connection Sealing
SECTION 502 – Manhole and Structure Rehabilitation
PART 6

TEMPORARY TRAFFIC CONTROL
SECTION 600 – Access
SECTION 601 – Temporary Traffic Control for Construction and Maintenance Work Zones PART 7

STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS
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41 SECTION 700 – Materials
SECTION 701 – Construction
PART 8

LANDSCAPING AND IRRIGATION
SECTION 800 – Materials
SECTION 801 – Installation
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42 BID ITEM SPECIAL PROVISIONS
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43 BID ITEM NO. 1: MOBILIZATION, DEMOBILIZATION, BONDS, INSURANCE,

IDENTIFICATION SIGNS AND MISCELLANEOUS

GENERAL
Mobilization, Demobilization, Bonds, Insurance, Identification Signs and Miscellaneous shall consist of preparatory work and operations as well as work associated with final clean up and project close out including, but not limited to, work necessary for the movement of personnel, equipment, materials and incidentals to the project site necessary for work on and off the project, and for all other work and operations which must be performed, or costs incurred including bonds, insurance and financing prior to beginning work on the various contract items on the project site.

Mobilization shall also include the time, materials, and labor to move the necessary construction equipment to and from the job site, supervisory time on the job by the Contractor’s personnel to keep the construction site in a safe condition and all other related work as required at all times and for all nonworking days during the construction period. Additionally, this work includes installation and maintenance of project identification signs at the locations as approved by the Engineer.

SCHEDULE
Project Schedule shall conform to Section 6-1.1 of the Greenbook, including modifications noted in these Standard Specifications and Special Provisions.

PUBLIC NOTIFICATION (ALSO SEE SECTION 5-2 OF THE GENERAL PROVISIONS) The Contractor shall be required to notify and cooperate with the public, transit companies, local law enforcement agencies, local fire districts, local utilities companies, refuse collectors, schools, medical facilities and any other persons or agencies who may be affected by this project at least two (2) weeks prior to construction. Other notifications may be required during project construction as outlined below.

Notifications will be provided by the Contractor relating to, but not limited to, the following items:
• General information
• Traffic delays and alternate routes
• Tree removals and/or trimming
• Driveway closures (if multiple closures are required at separate dates, multiple notices will be required)
• Adjustment of utilities / Water service interruptions • Temporary relocations of bus stops
• Waste pick up
• Mail delivery
Upon issuance of a Notice to Proceed, Contractor shall submit a General Project Information notice for review and approval by the Engineer. The City may provide a template for this notice.

This notification will provide general information about the project, including a map of the work areas, approximate range of dates when construction will take place, time of work, Contractor’s name and phone number and any other pertinent information for residents and businesses. The Contractor shall provide the City Engineer with a copy of the proposed written notification for review two (2) weeks prior to delivery. Delivery of the notices shall be made within one week of receiving approval from the Engineer. At a minimum, before Contractor begins any work, all 486
44 residents and businesses facing or siding on each street affected by the work shall be notified in writing at least seven (7) days in advance. Additional notifications during construction for driveway closures etc. shall be made two (2) working days prior to the closure.

If construction operations have been postponed or cancelled with no work in the proposed area for more than seven (7) calendar days, or multiple notices are required, the Contractor shall renotify the affected residents and businesses a minimum of two (2) working days prior to the start of the work.

Full compensation for Public Notification, as specified herein, shall be considered as included in the bid price paid for Mobilization / Demobilization and no additional compensation will be made, therefore.

THIRD PARTY COORDINATION

1. This item will also include coordination with utility companies, property owners, trash haulers, Riverside Transit Authority, Post Office, emergency agencies and additional developers and contractors, if any, for concurrent work on the surrounding area, including, but not limited to, meetings, supervision, and coordination of project phasing.

2. The Contractor shall meet and coordinate with the commercial properties at the northwesterly corner of Wildomar Trail (Los Molcajetes and Montagues). These include:
• Pedestrian access
• Driveway construction scheduling
• Customer Parking (City has provided for the use of the vacant lot across Palomar if needed)
• Decorative items relocation
• Protecting landscaping
• Outdoor patio seating

3. The contractor shall meet with the U.S. Post Office regarding specific requests, access and construction issues prior to construction. These include:
• Mail deliveries to the Post Office
• Driveway construction scheduling
• Pedestrian Access
• Parking issues

4. The Riverside County Transit Authority (RTA) plans to refurbish the existing bus shelters and benches at Wildomar Trail. RTA has indicated the shelter and bench on the northeasterly location will be removed prior to the project construction and will reinstall it upon construction completion on the new pad being provided. The contractor shall contact and coordinate with the RTA regarding temporary bus stop location
No additional compensation will be made for providing for these requests. 487
45 RIGHT OF WAY
The City has obtained right of way and Temporary Construction Easements (TCE) for project construction. These are shown on the Right of Way plan sheets included in the construction plans.

The contractor shall confine the work to the easement areas shown. A sample TCE is included in the Appendix.

WILDOMAR CEMETERY
The Contractor is advised that certain activities at the Wildomar Cemetery may restrict or require special accommodations during construction at the Cemetery. The Contractor shall coordinate with the Cemetery office regarding these activities. No additional compensation will be made for meeting these requirements.

WILDOMAR ELEMENTARY SCHOOL AREA CONSTRUCTION
The project includes the reconstruction of driveways to Wildomar Elementary School.

Construction of these driveways shall be performed during periods when the school is not in session or other events scheduled. This includes summer break, spring break, Thanksgiving break, Christmas break, and weekends. A calendar of actual dates will be provided at the PreConstruction conference. No additional compensation will be made to accommodate these requirements.

STAGING AREA
The City of Wildomar can make available a vacant parcel on the southwesterly corner at Gruwell St. that is owned by the City for use by the contractor. If the contractor choses to use this property a Use Agreement must be processed and approved by the City Council before use.

UTILITY COORDINATION
Mobilization shall include the coordination of the Contractor with utility agencies for potholing, relocations, work within existing utility easements, and to obtain construction water. At a minimum, potholing shall occur at the location of all traffic signal pole foundations and where any utility crossings are shown or noted in the Plans under the proposed perimeter wall, gate and fencing foundations. Pothole results shall be provided to the Engineer for approval prior to commencement of any work that involves installation of signal poles or perimeter walls, fencing, and gate foundations.

The City has performed utility coordination during the design process. Utility Plan Sheets are included in the plan set that show all utilities and indicate the relocations and adjustments required. Utilities have been notified to make their relocations and adjustments prior to construction if feasible to do so. This may or may not occur. It is the Contractors responsibility to continue with the coordination efforts immediately upon receiving the Notice to Proceed and work with the utilities to schedule the required work. The utility contact personnel will be provided at the preconstruction meeting.
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46 BUILDING PERMITS
The contractor shall be responsible for obtaining no-fee permits from the City of Wildomar Building Department for the following work:
• Cemetery walls, fences and electrical. City staff has processed the permit application. • Electrical service meter pedestals for the traffic signals. The contractor shall process the required application and coordinate with Edison to provide the service.

MISCELLANEOUS
The cost of bonds, insurance, move in and move out costs, preparation, and submission of submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included in the Bid Item. No work shall be started without prior approval of the submittals. Failure to comply with the preceding requirement will be sufficient ground for the City Inspector to stop all work on the project until the requirements are met. Additionally, Sanitary facilities shall be supplied and maintained by the Contractor for the duration of the contract work.

HAUL ROUTE
The Contractor shall submit to the City a Haul Route Permit application for the safe movement of equipment and materials to and from the project site. The Haul Route Permit application and the submittal requirements can be obtained from the City’s Public Works Webpage here:
https://www.cityofwildomar.org/government/departments/public_works. Traffic Control Plans shall be included in the application. See the Bid Item for Construction Area Traffic Control for full details regarding traffic control requirements.

MITIGATION OF CONSTRUCTION ACTIVITIES ON PROJECT AREA BUSINESSES Contractor shall provide a minimum of four (4) signs located at either end of the areas under construction which front or are adjacent to commercial businesses and in front of each affected business that inform the public that the businesses remain open during construction activities.

Contractor shall also coordinate with City and all affected businesses in order to minimize the impact of project construction activities on business operations and, at all times, ensure that there is access and parking for such affected businesses.

PROJECT IDENTIFICATION SIGNS
The Contractor shall provide and erect up to four (4) project identification signs at the locations as approved by the Engineer. Prior to ordering signs, Contractor shall submit digital proofs to the Engineer for approval of what the signs will look like. The signs shall be furnished by the Contractor, and shall be labeled to include the following information:
1) City of Wildomar Logo in the upper left-hand corner, approximately 9” x 9”. 2) Centered along the top row in the upper right-hand corner (one row) using 4-1/2” sized font:
a. CITY OF WILDOMAR
3) Centered just below item 2 above (three rows) using bold all capital letters and 3-1/2” font:
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47 A. PALOMAR STREET WIDENING PROJECT, CIP 028-1
B. WILDOMAR CEMETERY PERIMETER WALL,
C. FENCING AND ADA IMPROVEMENTS, CIP 067-1
D. Centered along the bottom (two rows) using bold all capital 3-1/2” font:
a. PROJECT MADE POSSIBLE BY
E. The following logos in color, minimum 12” height and spacing 6” from each logo and side lines, and text below using bold all capital letters and 2-1/2” font:

TRANSPORTATION

UNIFORM MITIGATION
FEES
STATE SENATE BILL 821 CITY OF

WILDOMAR

CEMETERY

DISTRICT AND

GENERAL FUNDS

MEASURE AA FUNDS
The project identification signs shall be erected as soon as possible after approval by the City, but no later than five (5) working days prior to the start of work.

The project identification signs shall be 48” high x 72” wide in size, with two (2) 4” x 4” x 16’ posts.

The sign posts shall be embedded 5’ in good, solid ground, with a minimum vertical clearance of 7’ from the bottom of the sign to the ground, and the backfill shall be carefully tamped into place.

Signs and signposts shall be located within the public right-of-way and may not hinder or obstruct driver’s line of sight. Placement shall not violate or compromise current ADA access requirements. The wording and size of the letters shall be approved by the Engineer prior to fabrication.

Sign materials and reflectivity shall conform to CA MUTCD requirements for construction signs.

The Contractor shall revise all misspellings and any other corrections on the sign at no extra cost to the City. If the Contractor is ordered to revise information on the sign, misspellings and erroneous information not included, after the project identification sign has been approved by the 490
48 Engineer, a Contract Change Order will be issued in accordance with Subsection 3-2, "Changes Initiated by the Agency," of the Standard Specifications for the cost of changing names.

Upon completion of the project, each project identification sign shall be removed from the project limits and disposed by the Contractor. The cost of project identification sign removal and disposal shall be considered incidental to the other items of work and no separate or additional payment will be allowed, therefore. Contractor shall be responsible for the maintenance, repair or replacement of these signs until removed.

MEASUREMENT AND PAYMENT
The contract Lump Sum (LS) price paid for MOBILIZATION, DEMOBILIZATION, BONDS, INSURANCE, IDENTIFICATION SIGNS, AND MISCELLANEOUS shall include full compensation for furnishing all labor, materials, tools, equipment, and for doing all the work described, as specified in the Standard Specifications, these Special Provisions and as directed by the Engineer and no additional compensation will be made therefore.

Mobilization, Demobilization, Bonds, Insurance, Identification Signs, and Miscellaneous shall not exceed 5% of the total bid. Twenty five percent (25%) of the lump sum amount will be eligible for inclusion in the first progress payment, with the remaining amount prorated monthly over the duration of Work as determined by the engineer with no more than 80% being paid prior to the final payment. Final payment of the remaining twenty percent (20%) will be made after one hundred percent (100%) of the Work has been completed and accepted by the City, and the contractor has demobilized all equipment, materials, and personnel from the project.

BID ITEM NO. 2: DEVELOPMENT OF SWPPP & IMPLEMENTATION OF BMPS (RISK LEVEL 2)
Water pollution control shall conform to Section 3-12.6 of the Greenbook, Section 3-12.6 of the General Provisions, Section 6 of the City’s Jurisdictional Runoff Management Program (JRMP), and these Special Provisions.

The Contractor shall submit a Water Pollution Control Plan (WPCP) for the project for review and approval by the Engineer three (3) weeks prior to the start of construction. At a minimum, the WPCP shall show the project areas and identify the specific Best Management Practices (BMPs) to be implemented during construction in each area to minimize the runoff of pollutants from the construction site. Staging or storage areas located within the City and used by the project shall also be included in the WPCP and BMPs shall also be required for those areas. The WPCP shall conform to the City’s Jurisdictional Runoff Management Program (JRMP) and the Minimum Management Measures (BMPs) required therein in Section 6.3. The JRMP can be accessed through the City’s website using the following link:
https://www.cityofwildomar.org/DocumentCenter/View/2204 The Contractor is advised that the project is anticipated to create at least one acre of ground disturbance . As a result, coverage under the State Water Board’s Construction General Permit (CGP) shall be required. The Contractor shall be responsible for all items related to obtaining coverage under the CGP, complying with all State permit requirements, and closing out the 491
49 permit. The Contractor shall first submit a Stormwater Pollution Prevention Plan (SWPPP) to the City for review and approval before submitting the SWPPP to the State Water Board for final approval. The Contractor shall not commence any construction activities without an approved permit/Waste Discharge Identification Number (WDID) from the State Water Board.

Prior to completion of construction and project acceptance, all areas disturbed by the contractor, whether or not specifically related to an item of construction and whether within the limits of construction or outside, shall receive adequate permanent stabilization, to the satisfaction of the Engineer. All manufactured slopes, whether cut or fill, shall receive adequate permanent stabilization, to the satisfaction of the Engineer. To prevent the runoff of sediment from the site, the Contractor shall compact all loose soils that are disturbed by the demolition and removal of impervious areas, to the satisfaction of the Engineer. The Contractor shall stabilize all areas of disturbed soil with mulch per a separate bid item of these specifications. Fiber Rolls shall also be installed on slopes and along the removed driveways in conformance with Fact Sheet SC-5 of the Caltrans Construction Site BMP Manual.

MEASUREMENT AND PAYMENT
Payment for this item shall be at the LUMP SUM (LS) price bid for DEVELOPMENT OF SWPPP & IMPLEMENTATION OF BMP’S (RISK LEVEL 2). Payment shall include full compensation for furnishing all labor, materials, equipment, and incidentals required to complete the work as shown on the Plans, as specified in these special provisions, and as directed by the Engineer and no additional compensation will be allowed. Payment for stabilization shall be considered included in the price bid for Development of SWPPP & Implementation of BMP’s and shall not be included in the separate bid items. Payment for this item shall be based on the completion percentage of entire project. Payments may be withheld, and total payment may be reduced, if warranted, based on the results of compliance inspections. Payment will be prorated on a monthly basis over the duration of the Contract. agencies and not due to the failure of the contractor’s Development of SWPPP & Implementation of BMP’s (Risk Level 2).

BID ITEM NO. 3: CONSTRUCTION AREA TRAFFIC CONTROL SYSTEM

GENERAL
Control of traffic and pedestrians during construction shall conform to Part 6 TEMPORARY TRAFFIC CONTROL of the Standard Specifications and these special provisions.

ALL TRAFFIC CONTROL OPERATIONS SHALL BE CONDUCTED BY A PROFESSIONAL

TRAFFIC CONTROL COMPANY OR CONTRACTOR PERSONNEL DEDICATED TO TRAFFIC

CONTROL, EXPERIENCED IN PROVIDING TRAFFIC CONTROL ON MUNICIPAL

ROADWAYS AND CONDITIONS SIMILAR TO THE PROJECT REQUIREMENTS AND ARE NOT ASSIGNED OTHER TASKS ON THE PROJECT.

The provisions in this section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served, and work expedited. Any proposed modification shall be approved in writing by the Engineer.
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50 Any locations yielding a situation that is not considered drivable by the Engineer shall be resolved by the Contractor at the direction of the Engineer. The Contractor shall not be paid for such corrective action and shall be charged for any costs incurred by the City for corrective action.

The Contractor is not allowed to drive his/her fully loaded trucks on the new finished course pavement.

Any deviation from these requirements is not permitted. All the Contractor’s operations will be ceased at once if the Contractor violates any of these requirements unless approved by the Engineer. No further payments will be made to the Contractor until problems are resolved according to the City’s requirements.

The Contractor shall:

1. Submit traffic control plans (TCP) per Section 601-2 of the Greenbook for each project street for review and approval by the Engineer upon issuance of a Notice to Proceed. Per Section 601-2.1 the TCP shall be prepared and signed by a Registered Civil Engineer or Registered Traffic Engineer.

2. Perform all work for this project Monday through Friday, from 8:00 am to 5:00 pm except City observed holidays. No lane of traffic shall be closed prior to 8:30 am and all lanes shall be open to traffic at 3:30 pm. No work shall be performed on any streets after 5:00 p.m. on Friday, until Monday morning. The only exception to this would be to work on weekends to provide access to businesses. During days when Wildomar Elementary School is in session, lane closures shall not begin until after school begins.

3. Portable Changeable Message Signs (PCMS) shall be shown on the TCP and are required on both ends of Palomar Street, both ends of Gruwell Street, both ends of Wildomar Trail and all streets requiring detours, stating expected dates of construction and to expect delays. The contractor shall install a locking device on each PCMS to prohibit access to the computer keyboard. The PCMS shall be in place a minimum of seven (7) calendar days prior to the start of construction and remain in place throughout the construction duration. The messages to be displayed shall be submitted to the Engineer for review during the submittal review period prior to construction.

4. Conduct operations such that fire hydrants, meter vaults, water and gas shut-off valves, and similar facilities are not buried during the course of the work and so as to offer the least possible obstructions and inconvenience to public traffic and to properties fronting the construction areas.

5. Submit to the Engineer for approval the proposed method of maintaining access to businesses fronting the construction. Where necessary, temporary ramps shall be constructed and maintained. In addition, the Contractor shall notify occupants of affected properties forty-eight (48) hours in advance of the time access will be affected by the prosecution of the work required.

ANTICIPATED TRAFFIC CONTROL PHASING AND LANE CLOSURES
In general, but subject to the special provisions in this Section, on multi-lane (4 lanes or more) streets, only one lane in each direction may be closed at a time. On two-lane streets, one lane may be closed at a time, but two-way traffic flow shall always be maintained with flaggers except as noted below.
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51 Lane closures shall only be allowed Monday through Friday from 8:30 a.m. to 3:30 p.m., except City observed holidays unless noted otherwise. At 8:00 a.m., the contractor may start work earlier by setting up and starting operations but may not shut down a lane or street to traffic until 8:30 a.m. Minor deviations from the requirements concerning hours of work, which do not change the cost of the work, may be permitted by the Engineer upon the written request of the Contractor if traffic will be better served and the work expedited. The Contractor shall obtain prior written approvals from the Engineer before adopting such deviations.

When directed by the Engineer, the Contractor shall provide flagmen to direct the traffic, at no additional contract cost to the City.

It is anticipated that the street construction will be completed in stages. The Contractor shall designate the various stages on the Traffic Control Plans. The Contractor may need to install temporary asphalt concrete pavement, to implement the stages. Temporary asphalt pavement shall consist of Type III B2-PG 64-10 and can be placed in one lift. Temporary asphalt shall be 3” minimum thickness and shall provide for a minimum twelve (12) foot wide lane.

The following are specific traffic control requirements for each of the project streets:

1. Palomar Street
• Maintain one (1) thru travel lane in each direction. Temporarily one lane may be closed at a time, but two-way traffic flow shall always be maintained with flaggers. If, in the opinion of the Engineer, such closures cause a significant backup the Contractor shall take measures to open the closure and develop alternate plans to complete the work while maintaining two-way traffic at all times. The Contractor is advised that there is a United States Postal Service (USPS) Office within the project limits and multiple Riverside Transit Agency (RTA) bus stops. The Contractor shall coordinate with the Post Master at the USPS Office and with RTA before preparing the traffic control plans, and shall ensure that any necessary accommodations are made and accounted for in the traffic control plans.

2. Gruwell Street
• Maintain one (1) thru travel lane in each direction. Temporarily one lane may be closed at a time, but two-way traffic flow shall always be maintained with flaggers. If, in the opinion of the Engineer, such closures cause a significant backup the Contractor shall take measures to open the closure. • Additionally, as necessary, flagging operations to allow thru traffic along Gruwell Street during construction, specifically access to the Vista Cielo Way / Gruwell Street intersection and the Wildomar Cemetery Gruwell Street intersection. • The Contractor is advised that Fire Station 61 is located on Gruwell St. south of the project limits. The Contractor shall ensure that the Fire Department receives a copy of the approved traffic control plans, and shall submit a copy of the project schedule to the Fire Department.

3. Final Paving and Cleanup
As necessary, lane closures and flagging to construct final asphalt concrete surface course, utility adjustments, signing and striping and project cleanup.

4. Temporary Traffic Signals
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52 Temporary Traffic Signal improvements will be required at the Wildomar Trail / Palomar Street and Gruwell Street / Palomar Street intersections during the stages. At a minimum, the following movements shall be maintained through each intersection:
i. One (1) thru lane each direction along Palomar Street. ii. One (1) northbound and one (1) southbound left turn lane from Palomar Street to each Gruwell Street / Wildomar Trail.
iii. Installation of permanent video detection equipment may not be used and implemented until final signal improvements are in place. The Contractor may elect to use existing loop detectors / video detection or temporary video detection equipment during construction of these phases. iv. Optical sensors and functionality for emergency vehicles shall be provided and maintained at all times.

5. Driveways
At a minimum, the Contractor may not close driveways for more than three (3) consecutive calendar days. Additionally, the Contractor may not close more than one (1) driveway at any time where properties or commercial centers have more than one driveway entrance that requires closures.

If driveway width will allow access while one-half of the driveway is constructed the Contractor shall not close the driveway unless approved by the Engineer.

Access to the southerly Post Office driveway shall be maintained by providing temporary access to the south for large mail trucks.

SIGNS, BARRICADES, DELINEATORS AND DETOURS
All signs shall be illuminated or reflectorized when they are used during hours of darkness. All cones, pylons, barricades, or posts used in the diversion of traffic shall be provided with flashers or other satisfactory illumination if in place during hours of darkness.

Traffic delineators shall be of the double base type.

Whenever the contractor is required to detour traffic, submit drawings of the proposed detour plan to the Engineer Ten (10) working days prior to the date when the proposed detour is to be implemented. The Contractor will revise the plan in accordance with the directions of the Engineer. No Contractor shall implement a detour without prior approval of the detour plan by the Engineer. All detours shall be installed and maintained at all times in accordance with the approved plan. All construction signs shall be constructed with high intensity reflective sheeting and shall be always maintained in a clean and legible manner.

The Contractor shall furnish, construct, maintain and finally remove detours, road closures, lights, signs, barricades, flagmen, drainage facilities, reconstruct paving and such other items and services as are necessary to adequately safeguard the public, both traveling and otherwise, from hazard and inconvenience. All such work shall be as provided in the Specifications herein, or as directed by the Engineer and shall conform to the ordinances and regulations of the City of Wildomar.
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53 The Contractor shall be responsible for placing and removing turn restrictions and transitions as required by the Engineer. (This includes no left turns signs, etc.).

Provide temporary travel lane delineation, as required, at all times. Temporary flexible reflective stick-on markers (slurry markers) may be applied, as appropriate however “glue down” delineators may not be placed on final pavement surfaces.

Provide temporary traffic restriping at the conclusion of any working day for any centerline or lane line which is obliterated by construction for a distance longer than 65 feet. The minimum lane width shall be 10 feet. There shall be a minimum of 5-foot clearance from open excavations deeper than 4-inches, and 24-inches clearance from other obstructions and any excavations less than 4-inches unless authorized by the Engineer. The clearance requirements from open excavations may be reduced if k-railing (if the contractor so chooses) with crash cushions are utilized; the specification and layout of the k-rails with crash cushions shall conform to Caltrans’ standards and shall be approved by the engineer. All costs for k-rails and crash cushions shall be borne by the Contractor.

The Contractor shall use temporary asphalt surfacing at their own expense as required to maintain traffic in a safe and non-disruptive manner. The Contractor shall construct temporary AC ramps to provide safe and drivable access to residents and businesses. Transitional and temporary asphalt concrete shall be removed prior to placement of new AC pavement.

The Contractor shall provide temporary delineation as directed and approved by the Engineer at no additional expense to the City. Temporary delineation shall include wet nozzle sandblasting of conflicting markings, installation and removal of temporary centerlines or lane lines, detour signing, barricading, replacement of traffic lines, and markings in their proper locations upon termination of the detour phase.

Temporary striping required for traffic control during construction shall be removed by the Contractor by using wet nozzle sandblasting methods, or other methods approved by the Engineer. Blacking out the pavement shall not be allowed. Reflective striping tape may be used, except that it shall not be applied to final surfaces. It shall be completely removed from all surfaces prior to placement of subsequent work.

The Contractor shall use illuminated and/or reflective warning/construction signs at appropriate locations for the project and/or as directed by the Engineer. The Contractor shall also use solar powered flashing arrow boards at lane closure tapers in addition to other delineation. Where construction signing conflicts with existing signing, the Contractor shall cover existing signs in a manner approved by the Engineer.

To minimize interruption to the construction and the inconvenience to the motorists, the Contractor must post traffic control signs at all applicable approaches to forewarn traffic. All signs must be visible and readable to the traffic from a minimum distance of 75 feet.

All excavations, if not backfilled or paved at the end of the workday shall be covered with nonskid steel plates, tack welded and flush with pavement surface. 496
54 ON-STREET PARKING
The Contractor shall furnish, install and maintain in place "No Parking - Tow Away" signs (even if streets have posted "No Parking" signs), which shall be posted prior to commencement of roadwork. On the sign, Contractor shall print the hours, day(s) and date of closure in two-inchhigh letters and numbers. The notification shall include the Contractor's name and phone number where questions can be directed by the public. A sample of the completed sign shall be approved by the Engineer five (5) working days prior to posting. The signs shall be spaced at a maximum of 50 feet from the street intersection and/or from each adjacent sign. Signing shall be posted at least forty-eight (48) hours but not more than seventy-two (72) hours prior to the start of work. For any work to be performed on Monday morning or a morning following a holiday, the Contractor must post "No Parking - Tow Away" signs with all requirements as specified at least seventy-two (72) hours prior to the weekend or holiday begins.

When originally scheduled paving dates change due to weather or other reasons, Contractor shall remove and replace NO PARKING signs with corrected dates. CROSS OUT DATES ARE NOT ALLOWED. Removal and/or replacement of corrected signs and barricades shall be performed within 24 hours of approved changes or as directed by the Engineer.

At the conclusion of every workday, Contractor shall ensure that all traffic controls are maintained and left in a safe condition. Contractor shall provide a 24-hour contact to respond to traffic control issues that arise after hours.

MEASUREMENT AND PAYMENT
Payment for TRAFFIC CONTROL SYSTEM, shall be at the LUMP SUM (LS) price bid. Payment shall include full compensation for furnishing all labor, materials, tools and equipment and all incidentals necessary to provide traffic control, including installation of temporary asphalt concrete, during construction and no additional compensation will be allowed thereof. Payment will be prorated on a monthly basis over the duration of the Contract. Payment may not necessarily be equivalent ever single month. The City may use the approved traffic control plan and staging plan to establish monthly payment percentages for this item.

BID ITEM NO. 4: PRE-CONSTRUCTION CEMETERY GPR SUBSURFACE INSPECTION

GENERAL
The Contractor shall perform a pre-construction inspection using ground penetrating radar, permitted non-destructive investigation methodology, and other means to locate all graves / / burial sites / coffins / subsurface structures within ten (10) feet deep from existing ground surfaces within a twenty (20) foot envelope along the existing Wildomar Cemetery perimeter wall along Palomar Street and Gruwell Street prior to commencement of construction activities. At a minimum, the pre-construction inspection shall include the following:

1. Ground Penetrating Radar field inspection and location services by a reputable firm with at least five (5) years of working experience for public agencies performing similar services locating subsurface structures and utilities.
497
55 2. Field marking the location of all graves, coffins, and/or subsurface structures, including utility facilities, within a twenty (20) foot envelope along the existing Wildomar Cemetery perimeter wall along Palomar Street and Gruwell Street.

3. Written report of findings and potential conflicts (if any) with proposed Project Improvements.

4. Field walk with the City staff and Engineer to review findings.

After completion of the items noted above, the City will issue written approval to commence any work as scheduled within Wildomar Cemetery within ten (10) working days.

To the greatest possible extent allowed by California law, Contractor shall defend, indemnify and hold City harmless for any direct or consequential damage to any interred person(s) or grave sites.

PAYMENT
Payment for PRE-CONSTRUCTION CEMETERY GPR SUBSURFACE INSPECTION shall be at the LUMP SUM (LS) price bid. Payment shall include full compensation for furnishing all labor, materials, tools and equipment and all incidentals necessary to provide the pre-construction inspection using ground penetrating radar, including the inspection, field marking, preparation of written report, and field walk with the City staff, and no additional compensation will be allowed thereof.

BID ITEM NO. 5: CONSTRUCTION SURVEY INCLUDING MONUMENTATION PRESERVATION.

GENERAL
Construction Survey Including Survey Monumentation Preservation in the City right-of-way shall be the responsibility of the contractor and conform to County of Riverside Standard Drawing 901, the California Land Surveyor’s Act (Business and Professions Code §§ 8700 – 8805) Section 8762, Section 3-10 of the General Provisions, Section 402 of the Green Book and these Special Provisions.

Survey
The Contractor shall provide construction survey for all the work within the project limits, including office research of notes, plats or other necessary documents; marking removal limits; grade staking; tying and relocating utilities. All work shall be done to the satisfaction of the Engineer.

The City will provide copies of any notes available for all existing survey control points within the project limits.

Any questionable grade, elevation, location or element of design shown on the plans shall be brought to the immediate attention of the Engineer in writing for clarification prior to construction.

The City reserves the right to verify all staking and monumentation for horizontal and vertical accuracy. The allowable error shall not exceed 0.01 feet vertically or horizontally. Any staking 498
56 found to exceed allowable error shall be reset at the sole expense of the Contractor and no additional compensation will be made therefore. In cases where the Contractor is unable to place a monument, such as conflicts with underground utilities, the Contractor shall notify the Engineer for review, confirmation, and approval of the omission.

All work described in this Section shall be done by or under the direction of a Professional Land Surveyor or a Registered Civil Engineer authorized to practice Land Surveying in the State of California herein referred to as “Surveyor”.

Copies of all grade sheets, cut sheets and notes shall be provided to the ENGINEER the day after survey work is performed.

Monumentation Preservation
Prior to start of construction, the Contractor shall provide for the perpetuation of all existing monumentation within the project limits per Section 402 of the Greenbook and these Special Provisions.

The Contractor shall be liable for a back charge in an amount up to $2,000.00 per point obliterated or destroyed without notice or authorization from the City.

Revise “the Agency will” to “the Contractor will” in the second paragraph of Section 402.

All monumentation shall be performed under the supervision of a California licensed Professional Land Surveyor. In addition to the requirements of Section 402 the Contractor shall include the following:

1. Installation of new survey monument wells at all existing survey monument locations within Project limits.

2. Protection of existing survey monuments within Project limits where feasible. Where infeasible, the Contractor must replace obliterated or damaged survey monuments using Riverside County Standard Plans.

3. Installation of centerline ties at all existing monuments protected in place or new survey monuments installed by the Contractor.

4. Preparation of pre-construction and post construction corner records or a Record of Survey, as required.

Upon completion of monumentation, the Contractor’s licensed Surveyor shall submit corner records to the City for approval, and if required a Record of Survey with the County of Riverside Surveyor showing new, existing and/or replaced monumentation. It will be the Contractor’s responsibility to record the Record of Survey with the County of Riverside and to provide a recorded Record of Survey to the City. He contractor shall include six (6) corner records and a record of survey in its bid.

MEASUREMENT AND PAYMENT
Contractor shall provide a Schedule of Values for the bid item Construction Survey Including Monumentation Preservation at the pre-construction meeting prior to commencement of any Work 499
57 with the project. The schedule of values will be used for the basis of payment should additional items be requested by the Engineer or other agency.

Payment shall be made at the Contract Unit Price per Lump Sum (LS) for CONSTRUCTION SURVEY INCLUDING MONUMENTATION PRESERVATION, which shall include all labor including control survey, construction staking, installation of monuments and preparation of corner records or recordation of a Record of Survey with the County of Riverside, materials, tools, and equipment, and incidentals necessary, complete in place, and no additional compensation will be allowed. Progress payments will be made as approved by the Engineer.

BID ITEM NO. 6: CLEARING, GRUBBING AND EARTHWORK
Clearing, grubbing and earthwork shall be performed in accordance with the Plans, and the provisions of Section 300-1, “Clearing and Grubbing” and Section 300-2 “Unclassified Excavation” of the Greenbook, and shall include the following:

1. Removal of all sub-grade and base surfaces to the lines and limits shown on the Plans and as directed by the Engineer, and shall include excavating, over-excavating, loading, hauling, depositing, spreading, scarifying sub-grade and recompacting sub-grade.

2. Removal of all trees and shrubs, including stump grinding and removal of root systems to a minimum of 24” depth.

3. Removal of all surface vegetation and organic materials within limits of removals / grading as noted on the Plans.

4. Subgrade preparation including overexcavation / scarification of materials as shown or indicated in the Plans and compaction of overexcavated / scarified materials to at least 90% relative compaction based on maximum density determined by California Test (CT) 216.

Stockpiling of materials within the right of way, city parking lots, or other city improved property shall not be allowed unless otherwise approved by the Engineer.

Estimated earthwork quantities are shown below. These are estimated quantities provided for information purposes. No additional compensation will be made for actual quantities that are more or less than estimates.

Excavation = 14,400 CY
Fill = 6,900 CY
Export = 7,500 CY

SUBGRADE PREPARATION
All Subgrade Preparation shall conform to the requirements of Section 301-1 of the Greenbook and these Technical Specifications.
500
58 MEASUREMENT AND PAYMENT
Full compensation for all costs involved in removal and disposal / recycle of trees and green waste removed from the Project, subgrade preparation including excavation / scarification / recompaction as necessary shall be considered as included in the LUMP SUM (LS) price paid for CLEARING, GRUBBING AND EARTHWORK and for furnishing all labor, materials, tools, equipment, hauling and incidentals, and no additional compensation will be allowed therefore.

Payment will be made on a basis of the percentage of work completed for this bid item.

BID ITEM NO. 7: DEMOLITION & REMOVALS
Demolition and removals shall be performed in accordance with the Plans, and the provisions of Section 401, “Removal”, of the Greenbook, and shall include the following:

1. Temporary asphalt concrete patches immediately placed once PCC/AC surfaces are removed and shall be maintained until the replacement improvements are completed, as shown on the plans.

2. Removal of AC millings and excess materials after cold mill / grinding operations.

3. Saw cutting and removal of AC and PCC pavements, cross gutters, driveways, curbs, gutters and sidewalks. Holes resulting from removal of existing poles and posts from existing PCC and AC pavements shall be filled or patched with like materials.

4. Removal of all raised pavement markers not conforming to the approved plan or conflicting with the proposed striping as shown on the plans in accordance with Subsection 312-3, “Removal,” of the Greenbook.

5. Removal and disposal of boulders, rocks, bricks, masonry blocks, PCC or any other existing visible items that conflict with proposed improvements.

6. Existing drainage pipes and concrete gutters, where any portion of such structure is within 1 foot of the grading plane in the excavation areas, or within 1 foot of original ground in embankment areas, or where shown on the plans to be removed, shall be completely removed and disposed of accordingly.

7. Removal and disposal of all traffic signal poles and foundations, conduit/conductors, pull boxes, signal cabinets, and other ancillary signal equipment at the Palomar Street / Wildomar Trail and Gruwell Street / Palomar Street intersections.

8. Existing chain link or wrought iron fencing and gates, as indicated on the plans, including meshing, posts, beams, PCC foundations and fasteners shall be properly removed and disposed of accordingly. Posts of fencing to be salvaged shall have the PCC foundations removed and cleaned to be reused during construction.

9. Removal of existing perimeter wall including foundations.

10. Installation of 6- foot high chain link fence around existing Cemetery perimeter, including gates at all pedestrian and vehicular access points. Chain link fencing shall include green privacy slats.

11. Removal of existing signs as noted on the plans and as directed by the Engineer.

12. The Contractor shall dispose all materials not being salvaged outside of the right-of-way and shall pay for all costs for disposal.

13. Removal and disposal of any abandoned utilities that may interfere with the improvements, including blow-offs, fittings, valves, pipe, etc.
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59 Prior to the removal of any existing cemetery masonry wall, fencing, or gates, the contractor shall have a 6-foot high temporary fence installed such that the cemetery is secure with access points to match existing access point conditions. Temporary fence may only be removed after acceptance of the construction of the new cemetery perimeter wall, fencing, and gate improvements by the City.

Stockpiling of materials within the right of way, city parking lots, or other city improved property shall not be allowed unless otherwise approved by the Engineer.

Self-propelled drop hammers will not be allowed for removals.

ASPHALT CONCRETE PAVEMENT REMOVAL AND RECYCLING
The outline area of the asphalt concrete pavement to be removed shall be cut on a neat line with a power-driven saw to minimum depth of 2 in before removing the surfacing in accordance with Section 401-2, “Asphalt Concrete Pavement” of the Greenbook. The Contractor will not be required to sawcut the pavement where the join line or cut line is cold milled.

If the Contractor chooses to remove the asphalt concrete by cold milling then the existing asphalt concrete shall be cold milled or ground in accordance with Section 404, "Cold Milling" of the Greenbook.

Add to Subsection 404-2, "Milling Machine," the following:

At least two full time flag persons shall be assigned to the milling machine for traffic control when working on streets open to traffic.

The Contractor shall take care not to contaminate the millings with non-aggregate base material, including disintegrated granite.

At the City’s request, the Contractor shall provide milled asphalt concrete to the City’s Public Works Maintenance Division at no additional cost to the City.

Asphalt concrete removal associated with curb and gutter, cross gutter and local depression, sidewalk and driveway work will be considered as miscellaneous removals and payment will be considered as included in the price paid for Demolition and Removals.

PORTLAND CEMENT CONCRETE REMOVAL AND RECYCLING
Work shall consist of removal of Portland Concrete Cement (PCC) in conformance with Section 401-3 “Concrete and Masonry Improvements” of the Greenbook.

MEASUREMENT AND PAYMENT
Full compensation for all costs involved in removal of all items shown and/or indicated in the Plans and these technical specifications, and removal of Portland Cement Concrete and Asphalt Concrete removed from the project site shall be considered as included in the LUMP SUM (LS) price paid for DEMOLITION AND REMOVALS and for furnishing all labor, materials, tools, 502
60 equipment, hauling and incidentals, no additional compensation will be allowed therefore.

Contractor shall provide a Schedule of Values at the pre-construction meeting prior to commencement of any Work with the project. The schedule of values will be used for the basis of payment should additional items be requested by the Engineer or other agency.

BID ITEM NO. 8: ADJUST WATER METER BOX TO GRADE (EVMWD) Adjustment of water meter boxes to grade shall conform to Elsinore Valley Municipal Water District Standard Specifications and their Standard Plans as provided in Appendix B. The Contractor shall remove the existing water meter box and lid and adjust to grade as necessary.

The Contractor shall also replace the existing water meter box in kind should the existing water meter box or lid show any damage or cracking to the box or the box lid at no additional costs to the City. Water to private service shall not be shut-off for more than one (1) working day and property owner / tenants shall be notified five (5) working days in advance prior to shut-off. The contract unit price paid per Each (EA) for ADJUST WATER METER BOX TO GRADE (EVMWD) shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved in adjusting water meter boxes to finished grade, complete in place, and no additional compensation will be allowed therefore.

BID ITEM NO. 9: REMOVE EXISTING 1" WATER METER AND INSTALL NEW WATER

METER SERVICE (EVMWD)

GENERAL
Removal of the existing 1” water meter and water service and installation of a new 1” water meter and service line shall conform to Elsinore Valley Municipal Water District Standard Specifications and their Standard Plans as provided in Appendix B. Removal of the existing service line shall occur from the existing water meter to the existing corp stop at the water main line connection.

Water to private service shall not be shut-off for more than one (1) working day and property owner / tenants shall be notified five (5) working days in advance prior to shut-off. The water meter box and lid shall be adjusted to finished grade conditions. Upon completion of the new service line connection, the Contractor shall develop as-built plans with dimensions to visible topographic features and property lines for each new water service and meter installation to provide to the City and utility.

TRENCH REPAIR AND BACKFILL
Bedding and backfill material shall conform to Section 217 “Bedding and Backfill Materials” and Section 306 “Open Trench Conduit Construction” of the Greenbook. Backfill materials shall consist of a 1 sack cement slurry mix up to the Class II aggregate base.

MEASUREMENT AND PAYMENT
The contract unit price paid per Each (EA) REMOVE EXISTING 1" WATER METER AND INSTALL NEW WATER METER SERVICE (EVMWD) shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved in removal of the existing water service and meter, installation of the new service and meter, and all trenching / backfill work, complete in place, and no additional compensation will be allowed therefore. 503
61 BID ITEM NO. 10: ADJUST WATER VALVE CAN TO GRADE (EMWD) Adjustment of water valve cans to grade for this bid item to shall conform to Eastern Municipal Water District Standard Specifications and their Standard Plans as provided in Appendix C. The Contractor shall remove the existing water valve can and adjust to grade as necessary. The Contractor shall also replace the existing water valve can and lid in kind should the existing water valve can or lid show any damage or cracking to the can or the can lid at no additional costs to the City. The contract unit price paid per Each (EA) for ADJUST WATER VALVE CAN TO GRADE (EMWD) shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved in adjusting water valve cans to finished grade, complete in place, and no additional compensation will be allowed therefore.

BID ITEM NO. 11: ADJUST WATER VALVE CAN TO GRADE (EVMWD) Adjustment of water valve cans to grade for this bid item shall conform to Elsinore Valley Municipal Water District Standard Specifications and their Standard Plans as provided in Appendix B. The Contractor shall remove the existing water valve can and adjust to grade as necessary. The Contractor shall also replace the existing water valve can and lid in kind should the existing water valve can or lid show any damage or cracking to the can or the can lid at no additional costs to the City. The contract unit price paid per Each (EA) for ADJUST WATER VALVE CAN TO GRADE (EVMWD) shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved in adjusting water valve cans to finished grade, complete in place, and no additional compensation will be allowed therefore.

BID ITEM NO. 12: ADJUST FIRE HYDRANT TO GRADE (EVMWD)
Adjustment of fire hydrants to grade for this bid item shall conform to Elsinore Valley Municipal Water District Standard Specifications and their Standard Plans as provided in Appendix B. The Contractor shall remove the existing fire hydrant, remove and disposal of the existing ductile iron break-off spool and stand pipe, and installation of a new ductile iron break-off spool and stand pipe such that the bottom of the new break-off spool will be 3” from the proposed finished grades as shown and indicated on the Plans. Water to the fire service shall not be shut-off for more than one (1) working day and property owner / tenants shall be notified five (5) working days in advance prior to shut-off. The contract unit price paid per Each (EA) for ADJUST FIRE HYDRANT TO GRADE (EVMWD) shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved in adjusting water valve cans to finished grade, complete in place, and no additional compensation will be allowed therefore.

BID ITEM NO. 13: RELOCATE FIRE HYDRANT (EVMWD)
Removal and relocation of the existing fire hydrant shall conform to Elsinore Valley Municipal Water District Standard Specifications and their Standard Plans as provided in Appendix B.

Relocation of the existing fire hydrant includes removal of the existing fire hydrant, removal and disposal of the ductile iron break-off spool and standpipe, and installation of new ductile iron pipe and fittings, including a new break-off spool and standpipe such that the bottom of the new breakoff spool will be 3” from the proposed finished grades as shown and indicated on the Plans. Water to the fire service shall not be shut-off for more than one (1) working day and property owner / tenants shall be notified five (5) working days in advance prior to shut-off. Upon completion of 504
62 the relocation of the existing fire hydrant, the Contractor shall develop as-built plans with dimensions to visible topographic features and property lines for each relocated fire hydrant service to provide to the City and utility.

MEASUREMENT AND PAYMENT
The contract unit price paid per Each (EA) for RELOCATE FIRE HYDRANT (EVMWD) shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved in removal and relocation of the existing fire hydrant, complete in place, and no additional compensation will be allowed therefore.

BID ITEM NO. 14: REMOVE, RELOCATE AND INSTALL 6" AND 8” AIR VACUUM / AIR

RELIEF ASSEMBLY (EVMWD)
Removal and relocation of the existing 6” or 8” air vacuum / air relief assembly shall conform to Elsinore Valley Municipal Water District Standard Specifications and their Standard Plans as provided in Appendix B. Relocation of the existing 6” or 8” air vacuum / air relief assembly shall include removal of the existing air vacuum / air relief assembly, removal and disposal of any unusable ductile iron pipe and fittings, and installation of new ductile iron pipe and fittings such that the bottom of the flanged fitting of the existing air vacuum / air relief assembly will be 3” from the proposed finished grades as shown and indicated on the Plans. Water to the air vacuum / air relief service shall not be shut-off for more than one (1) working day and property owner / tenants shall be notified five (5) working days in advance prior to shut-off. Upon completion of the relocation of the air vacuum / air relief assembly, the Contractor shall develop as-built plans with dimensions to visible topographic features and property lines for each relocated fire hydrant service to provide to the City and utility.

MEASUREMENT AND PAYMENT
The contract unit price paid per Each (EA) for REMOVE, RELOCATE AND INSTALL 6" & 8” AIR VACUUM / AIR RELIEF ASSEMBLY (EVMWD) shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved in removal and relocation of the existing air vacuum / air relief assembly, complete in place, and no additional compensation will be allowed therefore.
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63 BID ITEM NO. 15: REMOVE, RELOCATE AND INSTALL 6" & 8” BLOW OFF ASSEMBLY (EVMWD)
Removal and relocation of the existing 6” or 8” blow off assembly shall conform to Elsinore Valley Municipal Water District Standard Specifications and their Standard Plans as provided in Appendix B. Relocation of the existing 6” or 8” blow off assembly shall include removal of the existing blow off assembly, removal and disposal of any unusable ductile iron pipe and fittings, and installation of new ductile iron pipe and fittings such that the bottom of the flanged fitting of the existing blow off assembly will be 3” from the proposed finished grades as shown and indicated on the Plans. Water to the blow off assembly shall not be shut-off for more than one (1) working day and property owner / tenants shall be notified five (5) working days in advance prior to shut-off. Upon completion of the relocation of the blow off assembly, the Contractor shall develop as-built plans with dimensions to visible topographic features and property lines for each relocated fire hydrant service to provide to the City and utility.

MEASUREMENT AND PAYMENT
The contract unit price paid per Each (EA) for REMOVE, RELOCATE AND INSTALL 6" & 8” BLOW OFF ASSEMBLY (EVMWD) shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved in removal and relocation of the existing blow off assembly, complete in place, and no additional compensation will be allowed therefore.

BID ITEM NO. 16: INSTALL NEW PULL BOX AND EXTEND CONDUCTORS / CONDUIT Installation of new electrical pull boxes, conduit, and conductors shall conform to Part 7 “Street Lighting and Traffic Signal Systems”. Work shall include removal and disposal of the pull box, conduit within conflict of the new improvements, and conductors to the existing electric panel, and installation of a new electric pull box, conduit and conductors to the existing electric panel. The pull box lid shall be flush with finished grades as shown and indicated on the Plans. The electric circuit energizing these conductors shall not be shut-off for more than one (1) working day and property owner/tenants shall be notified five (5) working days in advance prior to shut-off. Upon completion of the relocation of the blow off assembly, the Contractor shall develop as-built plans with dimensions to visible topographic features and property lines for each relocated fire hydrant service to provide to the City and utility.

MATERIALS
Pull boxes, pull box covers, and pull box extensions shall be concrete. 506
64 TRENCH REPAIR AND BACKFILL
Bedding and backfill material shall conform to Section 217 “Bedding and Backfill Materials” and Section 306 “Open Trench Conduit Construction” of the Greenbook. Backfill materials shall consist of a 1 sack cement slurry mix up to six (6) inches below finished grades as shown and indicated on the Plans. A minimum of 12 inches of gravel or crushed rock shall be placed in the bottom of all pull boxes.

MEASUREMENT AND PAYMENT
Full compensation for all costs involved in removal of existing pull box and conduit / conductors, installation of a new electric pull box and conduit / conductors, and all items shown and/or indicated in the Plans and these technical specifications, shall be considered as included in the LUMP SUM (LS) price paid for INSTALL NEW PULL BOX AND EXTEND CONDUCTORS / CONDUIT for furnishing all labor, materials, tools, equipment, hauling and incidentals, no additional compensation will be allowed therefore.

BID ITEM NO. 17: PLACE AND COMPACT CRUSHED AGGREGATE BASE Crushed Aggregate Base, and shall conform to the requirements of Sections 200-2.2 “Crushed Aggregate Base” and Section 301-2 “ of the Greenbook and these Technical Specifications.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Cubic Yard (CY) for PLACE AND COMPACT CLASS II AGGREGATE BASE, which shall include all materials, labor, tools, trucking, equipment, and no additional compensation will be allowed. All measurement shall be in terms of in-place volumes based on dimensions in the Plans and as agreed upon by the Engineer.

BID ITEM NO. 18: PLACE AND COMPACT DECOMPOSED GRANITE TRAIL Decomposed granite shall conform to the requirements of Sections 20-5.03D “Decomposed Granite” of the Caltrans Standard Specifications, 2022 edition and these Technical Specifications.

Concrete included in the header shall conform to Sections 201-1 “Portland Cement Concrete and 303-5 ”Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Ramps, and Driveways” of the Greenbook and these Technical Specifications.

GENERAL
This bid item includes all work, materials and labor associated with preparation of subgrade, installation of concrete headers, installation of the decomposed granite, final cleanup and removals of excess materials. A 6” x 6” PCC header shall be installed along the limits of the decomposed granite trail, unless adjacent to a pcc curb, curb and gutter, or sidewalk where those facilities will act as the PCC header.
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65 MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for PLACE AND COMPACT DECOMPOSED GRANITE TRAIL, which shall include all materials, labor, tools, trucking, equipment, and no additional compensation will be allowed. All measurement shall be in terms of in-place volumes based on dimensions in the Plans and as agreed upon by the Engineer.

BID ITEM NO. 19: PAVEMENT REINFORCEMENT FABRIC

GENERAL
Pavement reinforcement fabric shall be the InterAx® NX850™ Geogrid manufactured by Tensar, a Division of CMC or approved equal that meets the following requirements:

1. Aperture Shape – Interlocking Hexagonal, Trapezoidal, & Triangular.

2. Structure – Coextruded and Integrally Formed.

3. Rib Shape – Rectangular.

4. Continuous Parallel Rib Pitch – 80 mm (3.2 in).

5. Rib Aspect Ratio – Greater than 1.

6. Node Thickness – 4.5 mm (0.18 in).

7. Color – Black.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor provide product sheet, manufacturer’s information, and manufacturer’s recommendations for installation for approval.

Additionally, the Contractor shall provide proof of utility markings to the Engineer for approval prior to excavation of soils/materials and site preparation.

PLACEMENT
On-site storage, preparation of grades/site, installation/placement, tensioning/pinning, dumping and spreading of aggregate base, and compaction shall shall be in accordance with manufacturer’s recommendation. At a minimum, the Contractor shall utilize the following guidelines for this specified product.
https://www.tensarcorp.com/getattachment/1976cd91-eab7-4458-84ce414a3a8c7641/NX_IG_OVERVIEW_1-22.pdf Note: Shallow utilities exist within the limits of where this bid item is implemented on the plans.

The Contractor shall not overexcavate subgrade where shallow utilities are marked and identified and all subgrade compaction within 36” laterally of utilities shall be manually compacted and without vehicles prior to the installation of pavement reinforcement fabric and aggregate base. 508
66 MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for INSTALL PAVEMENT REINFORCEMENT FABRIC, which shall include all materials, labor, tools, trucking, equipment, and no additional compensation will be allowed. All measurement shall be in terms of in-place volumes based on dimensions in the Plans and as agreed upon by the Engineer.

BID ITEM NO. 20: INSTALL STORMWATER MEMBRANE FILTRATION DEVICE IN

EXISTING DROP INLET STRUCTURE
The storm water biofiltration devices will be installed for biofiltration of stormwater runoff including dry weather flows in order to satisfy the San Diego Regional Water Quality Control Board MS4 permit requirements.

GENERAL
The stormwater membrane filtration device shall be the Curb Inlet Filter and Filter Media Kraken Filter Type Product Number BIO-CURB-KMF-23 manufactured by Contech Engineered Solutions, Inc. or approved equal that meets the following requirements:

1. Size and Installation – Must fit entirely within the existing curb opening inlet structures as shown and indicated in the Plans. Stormwater membrane filtration device must mount to the existing curb opening inlet structure in a similar manner as the proposed product noted above.

2. Accessibility – Must be accessible to perform recommended routine maintenance and cleaning, replacement of filter media, and as necessary repairs from the existing manhole located on top of the existing curb opening inlet structures.

3. Certifications – Must be certified through the Emerging Stormwater Treatment Technologies (TAPE) Program issued by the Washington State Department of Ecology.

Proof of certification must be provided by the Contractor.

4. Treatment Effectiveness – At a minimum, the stormwater membrane filtration device shall prevent / treat the following pollutants at the percentages listed below:
a. Sediment – 80% or greater
b. Trash – 100%
c. Foliage – 100%
d. Fine Total Suspended Solids – 85% or greater
e. Zinc – 58% or greater
f. Copper – 52% or greater
g. Lead – 87% or greater
h. Fecal Coliform – 60% or greater
i. Oils and greases – 81% or greater
j. Dissolved Phosphorus – 72% or greater
Proof of these testing results for all requested “or equal” products shall be submitted to the City for review and approval, and all tests must be performed under a nationally recognized lab protocol from an accredited laboratory.
509
67 5. All “or equal” submittals must have the manufacturer demonstrate proof of these systems implemented within the San Diego Regional Water Quality Control Board for a minimum of five (5) years, and have a successful production acceptable to the City.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit shop drawings and calculations stamped and signed by a CA Registered Civil Engineer. Shop drawings and calculations shall detail the stormwater membrane filtration device and all components required and the sequence for installation, including;

1. System configuration and primary dimensions.

2. Interior components.

3. Stormwater treatment capacity.

4. Connections to existing curb opening inlet structure.

5. Any accessory equipment called out on shop drawings.

6. Documentation of pollutant removal efficiency.

7. Inspection and maintenance documentation submitted to the City for review.

8. Work Plan.

Installation of stormwater membrane filtration device shall be completed per manufacturer installation guidelines with the manufacturer to supply components of the stormwater membrane filtration device.

REFERENCE STANDARDS

1. ASTM C891: Standard Specification for Installation of Underground Precast Concrete Utility Structures

2. ASTM C478: Standard Specification for Precast Reinforced Concrete Manhole Sections

3. ASTM C990: Standard Specification for Joints for Concrete Manholes Using Preformed Flexible Joint Sealants

4. ASTM D4101: Standard Specification for Polypropylene Injection and Extrusion Materials

5. ASTM C858: Standard Specification of Underground Precast Concrete Utility Structures

6. ASTM C857: Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures

7. ASTM D638: Standard Test Method for Tensile Properties of Plastics 1.5.8. ASTM D56:

Standard Method for Determining the Izod Pendulum Impact Resistance of Plastics

8. ASTM D50: Standard Test Method for Water Absorption of Plastic

9. ASTM D92: Standard Test Methods for Density and Specific Gravity of Plastics by Displacement

10. ASTM 790: Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials

11. ASTM 648: Standard Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position
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68 INSPECTION
Prior to installation, all inlets to receive a filter shall be thoroughly cleaned and cleared of all debris and other materials. After installation, the Contractor shall demonstrate that the stormwater membrane filtration device has been properly installed at the correct location(s), elevations, and with appropriate components as noted on the Plans. All components associated with the stormwater membrane filtration device and its installation shall be subject to inspection by the Engineer at the place of installation. In addition, the Contractor shall demonstrate that the stormwater membrane filtration device has been installed per the manufacturer’s specifications and recommendations. All components shall be inspected by a qualified person once a year and results of inspection shall be kept in an inspection log.

QUALITY ASSURANCE
Contractor shall maintain the filters as recommended by the manufacturer until a Notice of Completion for the project has been filed and the City takes over the maintenance. If the filter has not be adequately maintained and any part of the filter becomes damaged, the Contractor shall replace the damaged parts at no additional cost to the City.

Warranty
The Manufacturer shall guarantee the stormwater membrane filtration device against all manufacturing defects in materials and workmanship for a period of (5) years from the date of delivery to the project site. The manufacturer shall be notified of repair or replacement issues in writing within the warranty period.

Performance Certification
The stormwater membrane filtration device manufacturer shall submit to the Engineer a “Manufacturer’s Performance Certificate” certifying the device is capable of achieving the specified removal efficiency for suspended solids, phosphorous and dissolved metals.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Each (EA) for INSTALL STORMWATER MEMBRANE FILTRATION DEVICE IN EXISTING DROP INLET STRUCTURE shall include full compensation for all work including but not limited to, furnishing each device, connections to existing curb opening inlet structure, all materials and components, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed. Payment shall also include the manufacturer’s warranty.

BID ITEM NO. 21: INSTALL CORRUGATED HDPE PIPE
Corrugated HDPE Pipe shall conform to the requirements of Section 20 of the Caltrans Standard Specifications, 2022 edition and these Technical Specifications. 511
69 Installation of new HDPE pipe shall include all excavation to lines and grades shown on the plans.

Corrugated steel pipe shall be placed to provide a 1% minimum longitudinal grade along the invert of the pipe to provide positive drainage in the direction as shown and indicated on the Plans. Prior to placing backfill and compaction over corrugated steel pipe, Contractor shall request inspection by the City to verify positive drainage as intended in the Plans. Driveway closure to excavate, install new HDPE pipe, and backfill and compact cannot exceed three (3) calendar days and residents within 500 feet of the driveway shall be notified five (5) working days in advance prior to closure. All backfill and compaction shall be included within the work for this bid item.

TRENCH REPAIR AND BACKFILL
Bedding and backfill material shall conform to Section 217 “Bedding and Backfill Materials” and Section 306 “Open Trench Conduit Construction” of the Greenbook.

MEASUREMENT AND PAYMENT
The contract unit price paid per Lineal Foot (LF) for INSTALL HDPE PIPE shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved in installation of new corrugated steel pipe.

BID ITEM NO. 22: INSTALL CORRUGATED STEEL PIPE ENTRANCE TAPER Corrugated Steel Pipe Entrance Taper shall conform to the requirements of Section 66 of the Caltrans Standard Specifications, 2022 edition and these Technical Specifications.

Installation of new corrugated steel pipe entrance taper shall include all excavation to lines and grades shown on the Plans. All backfill and compaction shall be included within the work for this bid item.

COATING
A bituminous protective coating shall be applied to the Corrugated Steel Pipe in conformance with Section 66-1.02C Protective Coatings, Linings, and Paving of the Caltrans Standard Specifications, 2022 edition.

TRENCH REPAIR AND BACKFILL
Bedding and backfill material shall conform to Section 217 “Bedding and Backfill Materials” and Section 306 “Open Trench Conduit Construction” of the Greenbook.

MEASUREMENT AND PAYMENT
The contract unit price paid per Each (EA) for INSTALL CORRUGATED STEEL PIPE ENTRANCE TAPER shall include full compensation for furnishing all labor, materials, tools, and equipment, and for doing all the work involved in installation of new corrugated steel pipe. 512
70 BID ITEM NO. 23: CONSTRUCT MULTI-USE TRAIL FENCE

GENERAL
The multi-use trail fence shall be the Woodcrete Rails product manufactured by American PreCast Concrete, Inc. or approved equal that meets the following requirements:

1. Size and Installation – General sizes and dimensions must fit within the following criteria:
a. Height – The height of the top of the fence from finished grades as shown or indicated on the Plans must not exceed 4’-6” and must be a minimum of 4’-0”. The City’s preferred height is 4’-0”.
b. Line Posts
i. Dimensions – Must be a minimum of 5” wide by 5” thickness. All columns shall be uniform in width and thickness.
ii. Embedment / Footing Dimensions – Including a minimum of a 3” clearance from the bottom of the footing to the bottom of the line post, the bottom of the footing must be embedded below finished grades as shown or indicated on the Plans a minimum of 2’-0” deep.
iii. Spacing – Spacing of line posts may not exceed 8’-0” from center of post to center of post, and must be a minimum of 6’-0” from center of post to center of post.
c. Rails
i. General - There must be a minimum of 3 rails between each line post. The top rail shall be a minimum of 3” and not exceed 4” from the top of the line post to the top of the railing. Spacing between the top and bottom railings must be between 8” and 10”.
ii. Dimensions – Must have a minimum height of 5” and a maximum height of 6” and a minimum thickness of 2-1/2”. All rails shall be uniform in height and thickness.
d. For any or equal submittal, the Contractor shall submit calculations in conformance with the California Building Code for all line posts and terminal posts. Said calculations shall be signed and stamped by a California registered civil engineer.

There shall be no additional compensation for footings that exceed the diameter, depth or embedment as specified herein and shown on the plans.

2. PCC Concrete – All line posts and rails shall be PCC concrete with a minimum 30 day compressive strength of 3,000 psi.

3. Aesthetics
a. Finish – Must have a exterior wood grained finish.
b. Color – Shall be Sequoia Sand (Color Number 641) based upon the Woodcrete Rails product.

4. All “or equal” submittals must have the manufacturer demonstrate proof of the multi-use trail fence has been implemented within Riverside County or San Diego County for a minimum of five (5) years, and products installed are in good working condition acceptable to the City.

Work included with this bid item includes excavation for footings, delivery of all products, installation of the line posts / footings / steel reinforcement, and installation of the rails. Prior to installation, Contractor shall inspect all materials provided by the manufacturer and remove / dispose all damaged or defective products at no additional cost to the City. All products damaged 513
71 during installation shall be removed, disposed and replaced at no additional cost to the City. Preferred line post spacing shall not exceed 8’-0” spacing from center of line post to center of line post, and generally shall be uniform in spacing between end line posts. At end line post conditions, spacing shall be uniform between the adjacent four (4) line posts, if total spacing between end posts does not allow for this condition to be provided by the Contractor, spacing between line posts shall be uniform from end post to end post such that spacing does not exceed 8’-0”.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit shop drawings and calculations stamped and signed by a CA Registered Civil Engineer. Shop drawings and calculations shall detail the multi-use trail fence and all components required and the sequence for installation, including:

1. Typical line post, railing, and foundation details

2. Typical end post spacing conditions

3. Seismic and wind loading calculations

4. Work Plan
Installation of multi-use trail fence shall be completed per manufacturer installation guidelines with the manufacturer to supply components of the multi-use trail fence.

FOUNDATIONS
PCC concrete and steel reinforcement for line post footings shall be per Section 201 “Concrete, Mortar, and Related Items” of the Greenbook.

INSPECTION
After installation, the Contractor shall demonstrate that there are no damaged or deficient products and the multi-use trail has been properly installed at the correct location(s), elevations, and with appropriate components as noted on the Plans. All components shall be inspected by a qualified person once a year and results of inspection shall be kept in an inspection log.

QUALITY ASSURANCE / WARRANTY
The Manufacturer shall guarantee the multi-use trail fence against all manufacturing defects in materials and workmanship for a period of (5) years from the date of delivery to the project site. The manufacturer shall be notified of repair or replacement issues in writing within the warranty period.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Lineal Foot (LF) for CONSTRUCT MULTIUSE TRAIL FENCE shall include full compensation for all work including but not limited to, furnishing all materials, excavation for and construction of line post foundations, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, 514
72 complete in place, and accepted and no additional compensation will be allowed. Payment shall also include the manufacturer’s warranty.

BID ITEM NO. 24: CONSTRUCT TYPE A-6 PCC CURB AND GUTTER Remove the second paragraph of Section 303-5.1.1 of the Greenbook and add the following:

Type A-6 curbs & gutters shall be constructed in accordance with Riverside County Standard Drawing 200. PCC curbs and gutter work shall satisfy the following as applicable:

1. Formwork shall be approved by the Engineer before placing PCC.

2. Shapes and sizes of PCC curbs and gutters shall be as indicated on the drawings and the concrete shall be placed in such a manner as to prevent distortion of the forms and shall be vibrated as required to ensure an acceptable product.

3. The completed curb and gutter shall be protected from damage until accepted.

4. Where any curb and gutter requires repair before acceptance, the repair shall be made by removing and replacing the entire curb and gutter between joints and not by refinishing the damaged portion.

Insert the following after the last paragraph of Section 303-5.5.4 Gutter of the Greenbook:

Prior to final acceptance, or as part of the preliminary final inspection, the Contractor, as directed by the Engineer, shall water test gutters and v-ditches on slopes of 0.50% or flatter and paved surfaces to verify proper drainage. Any ponding greater than ¼ inch will be considered as evidence of poor work techniques and shall be corrected by the Contractor in a manner to be approved by the Engineer, at no additional expense to the City and no additional compensation will be allowed. Full compensation for conducting the water test, including furnishing and applying water, shall be considered as included in the contract prices paid for the various items of work and no separate payment will be made therefor.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Lineal Foot (LF) for CONSTRUCT TYPE A-6 PCC CURB AND GUTTER shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 25: CONSTRUCT TYPE A-8 PCC CURB AND GUTTER Add the following to Section 303-5.1.1 of the Greenbook:

Type A-8 curbs & gutters shall be constructed in accordance with Riverside County Standard Drawing 201. PCC curbs and gutter work shall satisfy the following as applicable:

1. Formwork shall be approved by the Engineer before placing PCC. 515
73 2. Shapes and sizes of PCC curbs and gutters shall be as indicated on the drawings and the concrete shall be placed in such a manner as to prevent distortion of the forms and shall be vibrated as required to ensure an acceptable product.

3. The completed curb and gutter shall be protected from damage until accepted.

4. Where any curb and gutter require repair before acceptance, the repair shall be made by removing and replacing the entire curb and gutter between joints and not by refinishing the damaged portion.

Insert the following after the last paragraph of Section 303-5.5.4 Gutter of the Greenbook:

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Lineal Foot (LF) for CONSTRUCT TYPE A-8 PCC CURB AND GUTTER shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 26: CONSTRUCT TYPE D PCC CURB
Add the following to Section 303-5.1.1 of the Greenbook:

Type D curb shall be constructed in accordance with Riverside County Standard Drawing 204.

PCC curb work shall satisfy the following as applicable:

1. Formwork shall be approved by the Engineer before placing PCC.

2. Shapes and sizes of PCC curb shall be as indicated on the drawings and the concrete shall be placed in such a manner as to prevent distortion of the forms and shall be vibrated as required to ensure an acceptable product.

3. The completed curb shall be protected from damage until accepted.

4. Where any curb requires repair before acceptance, the repair shall be made by removing and replacing the entire curb and gutter between joints and not by refinishing the damaged portion.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Lineal Foot (LF) for CONSTRUCT TYPE D PCC CURB shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the 516
74 work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 27: CONSTRUCT PCC RETAINING CURB
Add the following to Section 303-5.1.1 of the Greenbook:

PCC Retaining curb work shall satisfy the following as applicable:

1. Formwork shall be approved by the Engineer before placing PCC.

3. The completed curb shall be protected from damage until accepted.

4. Where any curb requires repair before acceptance, the repair shall be made by removing and replacing the entire curb and gutter between joints and not by refinishing the damaged portion.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Lineal Foot (LF) for CONSTRUCT PCC RETAINING CURB shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 28: INSTALL PCC WHEEL STOP
PCC Wheel Stops mix shall be 520-C-3250 and shall conform to Section 201 and 303 of the Greenbook.

Payment shall be made at the Contract Unit Price per Each (EA) for INSTALL PCC WHEEL STOP shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 29: CONSTRUCT 8" THICK PCC CROSS GUTTER / SPANDREL PCC Cross Gutter / Spandrel Work shall be constructed in accordance with Riverside County Standard Drawings 209 and as modified in the Plans and shall also conform to the requirements of Section 303-5 of the Greenbook, standard plans and details as indicated in the Plans, and these Technical Specifications.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 8" THICK PCC CROSS GUTTER / SPANDREL shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals 517
75 necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 30: CONSTRUCT 8" THICK MODIFIED PCC COMMERCIAL DRIVEWAY APRON
PCC Commercial Driveway Work shall be constructed in accordance with Riverside County Standard Drawing 207A and as modified in the Plans and shall also conform to the requirements of Section 303-5 of the Greenbook, standard plans and details as indicated in the Plans, and these Technical Specifications.

The PCC commercial driveway surface shall not vary more than 0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, blemishes, or other irregularities. From removal of existing driveways through formwork and construction, the Contractor may not close any driveway longer than Three (3) consecutive Calendar Days. Contractor shall take notice of Bid Item No. 3 Construction Area Traffic Control of these Technical Specifications for additional requirements and provisions for driveway closures during construction.

MIX AND ADDITIVES
Driveway design shall be a rapid set high early strength design. Mix design for all commercial driveway aprons shall be 650-CW-4000.

Add the following to the 2nd paragraph of Subsection 201-1.1.4 Concrete Specified by Compressive Strength of the Greenbook:

Calcium Chloride shall be used for all commercial driveway aprons in accordance with 201-1.2.4 Chemical Admixtures of the Greenbook.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 8" THICK MODIFIED PCC COMMERCIAL DRIVEWAY APRON shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 31: CONSTRUCT 6" THICK MODIFIED PCC RESIDENTIAL DRIVEWAY APRON
PCC Residential Driveway Work shall be constructed in accordance with Standard Plans for Public Works Construction Standard Drawing 111-2, Case III and as modified in the Plans and shall also conform to the requirements of Section 303-5 of the Greenbook, standard plans and details as indicated in the Plans, and these Technical Specifications.

The PCC residential driveway surface shall not vary more than 0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, 518
76 blemishes, or other irregularities. From removal of existing driveways through formwork and construction, the Contractor may not close any driveway longer than seven (7) consecutive Calendar Days. Contractor shall take notice of Bid Item No. 3 Construction Area Traffic Control of these Technical Specifications for additional requirements and provisions for driveway closures during construction.

MIX AND ADDITIVES
Driveway design shall be a rapid set high early strength design. Mix design for all residential driveway aprons shall be 650-CW-4000.

Add the following to the 2nd paragraph of Subsection 201-1.1.4 Concrete Specified by Compressive Strength of the Greenbook:

Calcium Chloride shall be used for all residential driveway aprons in accordance with 201-1.2.4 Chemical Admixtures of the Greenbook.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 6" THICK MODIFIED PCC RESIDENTIAL DRIVEWAY APRON shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 32: CONSTRUCT PCC PARKWAY DRAIN
PCC parkway drain Work shall be constructed in accordance with Standard Plans for Public Works Construction Drawing 151-3 and as modified in the Plans and shall also conform to the requirements of Section 303-1 of the Greenbook, standard plans and details as indicated in the Plans, and these Technical Specifications.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Each (EA) for CONSTRUCT PCC PARKWAY DRAIN shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 33: CONSTRUCT 4" PCC SIDEWALK
PCC sidewalk Work shall be constructed in accordance with Riverside County Standard Drawing 401 and as modified in the Plans and shall also conform to the requirements of Section 303-5 of the Greenbook, standard plans and details as indicated in the Plans, and these Technical Specifications.
519
77 The PCC sidewalk surface shall not vary more than 0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, blemishes, or other irregularities.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 4" PCC SIDEWALK shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 34: CONSTRUCT PCC CURB RAMP
PCC Curb Ramp Work shall be constructed in accordance with Caltrans Standard Drawing A88A with cases noted on the Plans and as modified in the Plans. PCC Curb Ramp work shall also conform to the requirements of Section 73 of the Caltrans Standard Specifications, 2022 edition and these Technical Specifications.

The PCC curb ramp surface shall not vary more than 0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, blemishes, or other irregularities.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT PCC CURB RAMP shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 35: CONSTRUCT 6" THICK PCC PAVEMENT
PCC pavement at driveway locations Work shall conform to the requirements of Section 303-5 of the Greenbook, standard plans and details as indicated in the Plans, and these Technical Specifications.

The PCC pavement surface shall not vary more than 0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, blemishes, or other irregularities.

MIX AND ADDITIVES
PCC pavement at driveways design shall be a rapid set high early strength design. Mix design for all PCC pavement at driveways shall be 650-CW-4000.

Add the following to the 2nd paragraph of Subsection 201-1.1.4 Concrete Specified by Compressive Strength of the Greenbook:
520
78 Calcium Chloride shall be used for all PCC pavement at driveways in accordance with 201-1.2.4 Chemical Admixtures of the Greenbook.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 6" THICK PCC PAVEMENT shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 36: CONSTRUCT 6" THICK DECORATIVE PCC PAVEMENT PCC Decorative Pavement Work shall conform to the requirements of Section 303-4.2 and 303- 5 of the Greenbook, standard plans and details as indicated in the Plans, and these Technical Specifications.

GENERAL
Decorative PCC Pavement work shall consist of a 6” slab with decorative brick trim and spaced internally at 10’-0” intervals in lieu of cold joints.

The PCC pavement and decorative brick border/internal band surfaces shall not vary more than

0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, blemishes, or other irregularities.

PCC CONCRETE PAVEMENT
Decorative PCC pavement at driveways design shall be a rapid set high early strength design.

Mix design for all PCC pavement at driveways shall be 650-CW-4000. No integral colors shall be added.

Add the following to the 2nd paragraph of Subsection 201-1.1.4 Concrete Specified by Compressive Strength of the Greenbook:

Calcium Chloride shall be used for all decorative PCC pavement at driveways in accordance with 201-1.2.4 Chemical Admixtures of the Greenbook.

BRICK MASONRY
Masonry Brick shall be standard size (3-5/8” wide x 2-1/4” thick x 8” long) and terracotta colored.

Masonry brick placement shall conform as follows:

1. General Placement – Brick top surface shall be flush with adjacent top surface of pcc concrete driveway pavement. Additionally, bricks shall be placed in a ½” thick mortar surface with a minimum 4” thick PCC concrete base (520-C-3250 mix design) 521
79 monolithically poured with the decorative PCC pavement under the brick and ½” mortar base.

2. Exterior border – Bricks shall be placed such that it creates an 8” exterior border along the PCC pavement with the 8” long side installed perpendicular to the PCC pavement sidelines.

3. Internal bands – Bricks shall be placed such that it creates 8” internal bands generally spaced at equal intervals (10’-0” maximum, 8’-0” minimum) along the PCC pavement driveway with the 8” long side installed parallel with the length of the PCC pavement driveway.

SUBMITTALS
Prior to ordering brick, the Contractor shall deliver physical samples to the City for approval by the Engineer. Prior to installation and ordering materials, the Contractor must provide a shop drawing illustrating placement of the masonry brick border and internal bands and inside width of PCC pavement to the City for approval by the Engineer.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 6" THICK DECORATIVE PCC PAVEMENT shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 37: CONSTRUCT 6" THICK PCC BUS SHELTER PAD PCC bus shelter pad shall conform to the requirements of Section 303-5 of the Greenbook and these Technical Specifications.

The PCC bus shelter pad surface shall not vary more than 0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, blemishes, or other irregularities.

THIRD PARTY COORDINATION
The Contractor shall notify Riverside Transit Authority a minimum of two (2) weeks in advance before scheduling any construction to establish temporary bus stop locations / bus route modifications.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 6" THICK PCC BUS SHELTER PAD shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, including third party coordination, complete in place, and accepted and no additional compensation will be allowed. 522
80 BID ITEM NO. 38: CONSTRUCT 8" THICK PCC BUS TURN OUT PCC bus turnout shall be constructed in accordance with Riverside County Standard Drawing 814 and as modified in the Plans and shall conform to the requirements of Section 303-5 of the Greenbook and these Technical Specifications.

The PCC bus turnout surface shall not vary more than 0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, blemishes, or other irregularities.

THIRD PARTY COORDINATION
The Contractor shall notify Riverside Transit Authority a minimum of two (2) weeks in advance before scheduling any construction to allow for establishing temporary bus stop locations / bus route modifications.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 8" THICK PCC BUS TURN OUT shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, including third party coordination, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 39: CONSTRUCT 8" THICK PCC BUS APRON
PCC bus apron shall conform to the requirements of Section 303-5 of the Greenbook and these Technical Specifications.

The PCC bus apron surface shall not vary more than 0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, blemishes, or other irregularities.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 8" THICK PCC BUS APRON shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, including third party coordination, complete in place, and accepted and no additional compensation will be allowed.
523
81 BID ITEM NO. 40: CONSTRUCT 4" THICK PCC MEDIAN TO MATCH EXISTING PCC median shall conform to the requirements of Section 303-5 of the Greenbook, standard plans and details as indicated in the Plans, and these Technical Specifications.

The PCC median surface shall not vary more than 0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, blemishes, or other irregularities.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 4" THICK PCC MEDIAN TO MATCH EXISTING shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 41: SLURRY SEAL
Slurry Seal shall conform to the requirements of Section 302-4 “Slurry Seal Surfacing” of the Greenbook and these Technical Specifications.

General
Asphalt binders for Slurry Seal shall be rubberized emulsion-aggregate slurry (REAS).

Add the following after the last paragraph of SPPWA Section 302-4.1 General:

Prior to applying slurry seal surface to existing pavement coat, the Contractor shall ensure the existing roadway surface is free and clear of debris and other materials to the satisfaction of the Engineer.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per TON (TN) for SLURRY SEAL PAVEMENT shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and no additional compensation will be allowed.

BID ITEM NO. 42: COLD MILL AC PAVEMENT
Cold Mill AC Pavement shall conform to the requirements of Section 404 of the Greenbook, standard plans and details as indicated in the Plans, and these Technical Specifications.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for COLD MILL AC PAVEMENT shall include full compensation for all work including but not limited to, furnishing all 524
82 materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, including removal and recycling / disposal of the AC millings and accepted and no additional compensation will be allowed.

BID ITEM NO. 43: CONSTRUCT TYPE III-B2-PG64-10 HMA CONCRETE BASE COURSE Base course asphalt concrete pavement shall conform to the requirements of Section 302-5 Asphalt Concrete Pavement of the Greenbook, the construction plans and these Technical Specifications.

GENERAL
All streets shall be constructed in the stages as indicated in Bid Item No. 3 Construction Area Traffic Control of these Technical Specifications and per the approved Traffic Control Plans to be developed by the Contractor.

MEASUREMENT AND PAYMENT
All measurements shall be in terms of in-place volumes based on the Plans and as agreed upon by the Engineer.

Payment shall be made at the Contract Unit Price per Ton (TN) for CONSTRUCT TYPE III-B2- PG64-10 HMA CONCRETE BASE COURSE and shall include all materials, labor, tools, and equipment, furnishing and applying tack coat and prime coat, furnishing and placement of asphalt concrete leveling course, where needed, constructing tapered edges, complete in place, and no additional compensation will be allowed.

BID ITEM NO. 44: CONSTRUCT TYPE III-C3-PG64-16 HMA CONCRETE SURFACE COURSE
Surface course asphalt concrete pavement for parking areas and nonpublic street drive aisles shall conform to the requirements of Section 302-5 Asphalt Concrete Pavement of the Greenbook and these Technical Specifications.

At all locations where new asphalt concrete pavement is joining existing asphalt pavement, the Contractor shall sawcut and cold mill/grind existing pavement to provide straight neat lines and place the new asphalt concrete to form a smooth transition. 525
83 MEASUREMENT AND PAYMENT
All measurement shall be in terms of in-place volumes based on the Plans and as agreed upon by the Engineer.

Payment shall be made at the Contract Unit Price per Ton (TN) for CONSTRUCT TYPE III-C3- PG64-16 HMA CONCRETE SURFACE COURSE and shall include all materials, labor, tools, and equipment, furnishing and applying tack coat and prime coat, furnishing and placement of asphalt concrete leveling course, where needed, constructing tapered edges, complete in place, and no additional compensation will be allowed.

BID ITEM NO. 45: CONSTRUCT ARHM-GG-C SURFACE COURSE
Roadway surface course asphalt concrete pavement for parking areas and non public street drive aisles shall conform to the requirements of Sections 203-11 and 302-9 for Asphalt Rubber Hot Mix (ARHM) of the Greenbook and these Technical Specifications.

GENERAL
All streets shall be constructed in conformance with Bid Item No. 3 Construction Area Traffic Control of these Technical Specifications and per the approved Traffic Control Plans to be developed by the Contractor.

MEASUREMENT AND PAYMENT
All measurement shall be in terms of in-place volumes based on the Plans and as agreed upon by the Engineer.

Payment shall be made at the Contract Unit Price per Ton (TN) for CONSTRUCT ARHM-GG-C SURFACE COURSE and shall include all materials, labor, tools, and equipment, furnishing and applying tack coat and prime coat, furnishing and placement of asphalt concrete leveling course, where needed, constructing tapered edges, complete in place, and no additional compensation will be allowed.

BID ITEM NO. 46: CONSTRUCT 4" THICK DECORATIVE ASPHALT CONCRETE MULTIUSE TRAIL Decorative asphalt concrete multi-use trail shall conform to the requirements of Sections 302-5 Asphalt Concrete Pavement and 314 Application of Traffic Striping and Curb and Pavement Markings of the Greenbook and these Technical Specifications.

ASPHALT CONCRETE
The asphalt concrete used in the construction of the decorative trail shall be B2-PG 64-10 and lifts shall not exceed 4”.
526
84 DECORATIVE SURFACE
The multi-use trail decorative surface shall be the TrafficPatternsLT Overlay System product manufactured by Ennis Flint, Inc. or approved equal that meets the following requirements:

1. General Application – Must use a thermoplastic surface that is heated on-site with a street heater and decorative stamping template to apply aesthetic conditions as proposed.

2. Thermoplastic – Must meet the following conditions:
a. Typical Thermoplastic Dimensions – Sheets shall be 2’ wide x 2’ long of nonreflective thermoplastic material. b. Thickness – Sheets used to apply surface must be a minimum of 90 millimeters thick.
c. Must include anti-skid elements along the top surface.

3. Aesthetics
a. Edge
i. Pattern – 1’ wide Square Block template on each side of the multi-use trail, continuous with the trail.
ii. Color – Terra Cotta
b. Internal
i. Pattern – Stone template continuous throughout the trail. ii. Color – Khaki

4. All “or equal” submittals must have the manufacturer demonstrate proof of the multi-use trail decorative surface has been implemented within Riverside County or San Diego County for a minimum of five (5) years, and products installed are in good working condition acceptable to the City.

Application of Decorative Surface
The Contractor shall use either the manufacturer, or an approved vendor by the manufacturer to install the decorative surface. All decorative surface elements shall be installed per the manufacturer’s guidelines, specifications and requirements. Prior to installation, the Contractor shall ensure the following:

1. Submittals have been approved by the Engineer.

2. The multi-use trail surface has been clean of all debris and fines.

3. Sealer application has been applied to the asphalt concrete surface.

4. Stenciling of the Edge and Internal sheets have occurred and have been inspected and accepted by the City and the manufacturer or their representative.

5. Asphalt concrete substrate temperatures are a minimum of 45 degrees Fahrenheit (7 degrees Celsius) and rising, and no chance of precipitation is in the five (5) day forecast.

Thermoplastic sheets shall be installed using a street propane heater using temperatures of 350- 400 degrees Fahrenheit (175-205 degrees Celsius) and maintained between 350-375 degrees Fahrenheit (175-190 degrees Celsius) until the thermoplastic material has achieved a fully molten state and panels are molten, fused together and fully bonded to the asphalt concrete substrate surface per manufacturer’s recommendations.
527
85 As the thermoplastic begins to cool to between 160-170 degrees Fahrenheit (72-77 degrees Celsius), the Contractor shall stamp the surface using the approved templates and per manufacturer’s recommendations over layout lines previously stenciled. Excess thermoplastic shall be removed and disposed using a utility knife such that a clean edge is provided around obstructions and terminal lines/points.

Upon completion of all Work for this bid item, Contractor shall thoroughly clean the multi-use trail to remove and dispose all debris, excess decorative surface materials, and fines accumulated during construction for a clean surface ready for the City’s final inspection and acceptance. Any cleanup noted or deficiencies due to workmanship or not meeting manufacturer guidelines will be identified by the City and final clean up and corrections will be performed by the Contractor at no additional cost to the City.

WORK
Work included with this bid item is the installation of the asphalt concrete pavement for the multiuse trail, application of the decorative surface, and final clean up.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit shop drawings that detail the multi-use trail asphalt concrete pavement and decorative surface components required, including:

1. Manufacturer’s guidelines, specifications, and recommendations for installation.

2. Asphalt concrete mix design.

3. Edge and Internal Pattern templates.

4. Physical color samples of the Edge and Internal patterns.

5. Work plan.

QUALITY ASSURANCE / WARRANTY
The manufacturer shall guarantee the multi-use trail decorative surface against all manufacturing defects in materials and workmanship for a period of (5) years from the date of delivery to the project site. The manufacturer shall be notified of repair or replacement issues in writing within the warranty period.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 4" THICK DECORATIVE ASPHALT CONCRETE MULTI-USE TRAIL shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed. Payment shall also include the manufacturer’s warranty.
528
86 BID ITEM NO. 47: CONSTRUCT 4" THICK ASPHALT CONCRETE SIDEWALK Asphalt concrete sidewalk Work shall conform to the requirements of Section 302-5 Asphalt Concrete Pavement of the Greenbook and these Technical Specifications.

ASPHALT CONCRETE
The asphalt concrete used in the construction of the sidewalk shall be B2-PG 64-10 and lifts shall not exceed 4”.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT 4" THICK ASPHALT CONCRETE SIDEWALK shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 48: CONSTRUCT DECORATIVE STAMPED ASPHALT CONCRETE

SURFACE
Decorative asphalt concrete stamped surface Work shall conform to the requirements of Section 314 Application of Traffic Striping and Curb and Pavement Markings of the Greenbook and these Technical Specifications.

DECORATIVE SURFACE
The decorative asphalt concrete surface shall be the TrafficPatternsXD® Impressed Surface System product manufactured by Ennis Flint, Inc. or approved equal that meets the following requirements:

1. General Application – Must use a thermoplastic surface that is heated on-site with a street heater and decorative stamping template to apply aesthetic conditions as proposed.

2. Thermoplastic – Must meet the following conditions:
a. Typical Thermoplastic Dimensions – Sheets shall be 2’ wide x 2’ long of nonreflective thermoplastic material. b. Thickness – Sheets used to apply surface must be a minimum of 150 millimeters thick.
c. Must include anti-skid elements along the top surface.

3. Aesthetics
a. Edge
i. Pattern – 8” wide Stacked Brick template on each side of the multi-use trail, continuous with the trail.
ii. Color – Black
b. Internal
i. Pattern – Slate template continuous throughout the crosswalk. c. Color – Sand
529
87 4. All “or equal” submittals must have the manufacturer demonstrate proof of the decorative asphalt concrete surface has been implemented within Riverside County or San Diego County for a minimum of five (5) years, and products installed are in good working condition acceptable to the City.

1. Submittals have been approved by the Engineer.

2. The roadway surface has been clean of all debris and fines.

3. Sealer application has been applied to the asphalt concrete surface.

4. Stenciling of the Edge and Internal sheets have occurred and have been inspected and accepted by the City and the manufacturer or their representative.

5. Asphalt concrete substrate temperatures are a minimum of 45 degrees Fahrenheit (7 degrees Celsius) and rising, and no chance of precipitation is in the five (5) day forecast.

As the thermoplastic begins to cool to between 160-170 degrees Fahrenheit (72-77 degrees Celsius), the Contractor shall stamp the surface using the approved templates and per manufacturer’s recommendations over layout lines previously stenciled. Excess thermoplastic shall be removed and disposed using a utility knife such that a clean edge is provided around obstructions and terminal lines/points.

WORK
Work included with this bid item is the application of the decorative asphalt concrete surface at crosswalk areas and final clean up.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit shop drawings that detail the decorative surface components required, including:
530
88 1. Manufacturer’s Guidelines, Specifications, and Recommendations for Installation

2. Edge and Internal Pattern Templates

3. Physical Color Samples of the Edge and Internal Patterns

4. Work Plan

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for CONSTRUCT DECORATIVE STAMPED ASPHALT CONCRETE SURFACE shall include full compensation for all work including but not limited to, furnishing all materials labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed. Payment shall also include the manufacturer’s warranty.

BID ITEM NO. 49: CONSTRUCT AC BERM
AC berm Work shall conform to the requirements of Section 302-5 Asphalt Concrete Pavement of the Greenbook and these Technical Specifications.

AC berm transitions are included in this bid item.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Lineal Foot (LF) for CONSTRUCT AC BERM shall include full compensation for all work including but not limited to, furnishing all materials labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 50: CONSTRUCT AC DIKE
AC dike Work shall be constructed in accordance with Riverside County Standard Drawing 212 and as modified in the Plans and shall also conform to the requirements of Section 302-5 Asphalt Concrete Pavement of the Greenbook and these Technical Specifications.

AC dike transitions are included in this bid item.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Lineal Foot (LF) for CONSTRUCT AC DIKE shall include full compensation for all work including but not limited to, furnishing all 531
89 materials labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 51: REMOVE AND REINSTALL BRICK PAVERS
Removal and reinstallation of brick pavers work includes the removal of all brick pavers, temporarily relocation of existing brick pavers within the Wildomar Cemetery limits, disposal of any damaged brick pavers, replacement of new brick pavers to match existing as necessary, installation of a new treated lumber 2” x 6” header along the perimeter of the brick pavers, and reinstallation of the brick pavers as noted or indicated on the Plans.

All work associated with the subgrade preparation shall be per specifications outlined in Bid Item No. 1 Mobilization, Demobilization, Bonds, Insurance, ID Signs, & Misc of these specifications and included in said bid item’s costs. Installation of Class II Aggregate Base underneath brick pavers shall be per Technical Specifications outlined in Bid Item No. 17 Place and Compact Class II Aggregate Base of these Technical Specifications and included in said bid item’s costs.

The Contractor shall take care in removing existing brick pavers by hand. The Contractor shall remove and dispose all brick pavers either damaged or deficient brick pavers as directed by the City at no additional cost to the City. Prior to installation of the treated lumber header and any class II aggregate base, the Contractor shall provide the City an assessment of probable square footage that remaining non damaged and non-deficient brick pavers for the Engineer to provide directions on changes of limits of reinstallation of pavers. The Engineer will provide written direction as necessary within two (2) working days of receiving said assessment. 2” x 6” redwood headers shall be select heart grade and treated, and shall conform to the requirements of Section 204, "Lumber and Treatment with Preservatives" of the Standard Specifications. Upon completion of the installation of all treated lumber headers, contractor shall install Class II Aggregate Base and compact with plate compactor. Pavers will be reinstalled in a similar pattern and manner to match existing configuration. Slopes from the back of the reinstalled pavers to the cemetery access road shall be between 1.5% and 2.0%.

The reinstalled brick paver surface shall not vary more than 0.02 feet from a 10-foot straightedge.

The finished surface shall be free of humps, sags, blemishes, or other irregularities.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for REMOVE AND REINSTALL BRICK PAVERS shall include full compensation for all work including but not limited to, furnishing all materials labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 52: INSTALL SALVAGED MAILBOX
This work shall include the temporary location and protection of existing mailboxes mounted on various types of posts; the installation of new mailboxes mounted on new wood posts; the removal of existing mailboxes; and the procurement and installation of cluster mailboxes. 532
90 Existing mailboxes may be temporarily relocated by the Contractor for the convenience of construction operations, but shall remain upright, visible, and readily accessible by residents and postal carriers at all times during construction operations to ensure continuous mail delivery.

Mailboxes shall not be located in the roadway at any time. The method used by the Contractor for the temporary relocation and protection of existing mailboxes shall be approved by the Engineer. Existing mailboxes shown on the Plans to be removed shall not be removed prior to the installation of new mailboxes. Any existing or new mailboxes that are damaged, lost, or stolen during construction operations shall be repaired or replaced at the Contractor's expense.

New mailboxes shall be mounted on new 4 inch x 4 inch treated wood posts. Redwood posts shall be select heart grade and shall conform to the requirements of Section 204, "Lumber and Treatment with Preservatives" of the Standard Specifications. The wood shall be primed and painted white with outdoor latex paint prior to installation. The Contractor shall replace existing large mailboxes with new large mailboxes.

Newspaper boxes attached to existing mailbox posts shall be removed and fastened to the new mailbox posts and no separate payment will be made therefore.

Address numbers shall be placed on the posts and on the mailboxes.

Full compensation for disposing of existing posts and mounts, temporary relocation, protection, moving and maintaining the boxes regardless of the number of moves required, shall be considered as included in the contract unit price paid for each mailbox post or cluster mailboxes, and no additional compensation will be allowed therefore.

The estimated quantity shown on the Bid Schedule for Mailbox Installation is for each mailbox post or cluster mailbox, and includes one or two mailboxes and newspaper boxes mounted on each post, depending on location, or cluster mailbox with post and pad.

MEASUREMENT AND PAYMENT
Full compensation for furnishing all labor, tools, equipment and materials including, but not limited to, new mail boxes with addresses, new posts, planning, paint, hardware, sand, PCC patch and incidentals, shall be considered as included in the contract unit price paid per Each (EA) for INSTALL SALVAGED MAILBOX, and no additional compensation will be allowed therefore.

BID ITEM NO. 53: INSTALL POST OFFICE ADA WALKWAY, CURB, AND METAL

HANDRAILING
ADA walkway, curb and metal handrailing Work shall conform to the requirements of Sections 303-5 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps and Driveways and 304-2 Metal Hand Railings of the Greenbook and these Technical Specifications.

WORK
Work included with this bid item is the preparation of shop drawings and required submittals, removal and disposal of existing post office ADA walkway / stairs / curb / hand railing, construction 533
91 of the PCC concrete walkway / curb and hand railings, and priming and painting all metal hand railings.

PCC CONCRETE WALKWAY AND CURB
The PCC walkway and curb surfaces shall not vary more than 0.02 feet from a 10-foot straightedge except at grade changes. The finished surface shall be free of humps, sags, blemishes, or other irregularities.

The contractor shall monolithically pour the PCC concrete walkway and curb. After a minimum of seven (7) calendar days the Contractor shall core curbs using a 3” diameter concrete coring bit at all post locations and use non-shrink grout per Section 201-7 Non-Masonry Grout of the Greenbook to set hand railings.

METAL HAND RAILINGS
Upon completion of the installation of the metal hand railings per Section 304-2 Metal Hand Railings of the Greenbook, the Contractor shall apply two coats of acrylic paint to match existing “blue” color on the existing railing. Contractor shall provide paint samples of up to two (2) matching blue gloss and semi-gloss acrylic paint (6 total samples) for the City to verify prior to ordering paint. Contractor shall provide as necessary protection to paint hand railings without applying paint to PCC concrete surfaces.

THIRD PARTY COORDINATION
The Contractor shall not close the existing ADA walkway and stairs during closure of either driveway to the post office. The Contractor must maintain an ADA compliant walkway at all times during the closure of the existing ADA walkway and stairs to construct the Work involved with this bid item. The Contractor shall provide the City a minimum of five (5) working days advanced notice of the intent to close this walkway.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit shop drawings that detail the PCC walkway, curb and hand railing components required, including:

1. Handrailing dimensions and installation

2. Hand railing paint samples

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (LF) for INSTALL POST OFFICE ADA WALKWAY, CURB, AND METAL HANDRAILING shall include full compensation for all work including but not limited to, furnishing all materials labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed. 534
92 BID ITEM NO. 54: INSTALL DECORATIVE AUTOMATED WROUGHT IRON GATE (GRUWELL), COMPLETE AND OPERATIONAL
WORK
The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation and services to complete the automated Vehicular gate, Pedestrian Swing Gate, metal fencing, concrete footing and related work as shown at the Gruwell main entry of Wildomar Cemetery on the drawings and/or specified herein and as necessary for a complete and operational installation.

SUBMITTALS
Appropriate Submittals and Shop Drawings for shall include the following:
• Samples: Provide 12”x12” or 12” length minimum sample size of each product type with the final color, and finish represented.
• Complete shop drawings of all fencing prior to manufacturing:
o Indicate profiles, edge and joint conditions, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. o Dimensions and assembly of gate and fence panels, brackets, reinforcements, anchors, and welded and bolted connections.
o Indicate component and electrical connection details, materials, finishes, connection and joining methods, and the relationship to adjoining work. • Vehicular Gate Automation Equipment, including but not limited to the following:
o gate operators
o monitored reflective photo eyes
o Direct Burial Loop
o Loop detectors.
o door controller.
o wireless wiegand bridge
o proximity card reader w/enclosure
o in-ground gooseneck pedestal
o emergency services access key switch
o emergency services strobe access
• Pedestrian Gate
o Gate box with Lever
o Auto Close Hinge

REFERENCE STANDARDS
This work shall conform to the requirements of Sections 201-1 “Portland Cement Concrete” and 304 “Metal Fabrication and Construction” of Greenbook, and the manufacturer's standard specifications and these Technical Specifications.
535
93 PRODUCT STORAGE
Store materials, either plain or fabricated, above ground on platforms, pallets, skids, or other supports. Keep material free from dirt, grease, and other foreign matter and protect from corrosion.

MATERIALS
Gate Materials: All the gate and fence panels, where steel components are indicated to be galvanized, shall be prepared, primed and painted in black color, semi-gloss finish. • Vehicular Gate Panel: about 7'-6' wide, 6'-3" to 7'-3" tall. There is a 3' diameter city emblem welded on the left panel.
• Fence panel between two pilaster on the left-sides: about 6'-3" tall and 5'-8" wide. • Pedestrian Gate Panel: 3'-4" wide, 6'-3" to 6'-8" tall, • Pedestrian Gate Side Panel: 2' wide and 6'-3" tall.

Gate Automation Equipment, including but not limited to the following:
• Swing gate operators shall be capable of opening gates up to 2500 lbs./15 ft. and the brushless DC motor equivalent to 1/2 HP AC motor. It shall have a fast speed direct drive opens gate 90 degrees within18 seconds. The operator shall have gold zinc coating for corrosion protection. This operator shall have battery backup providing 400 cycles in case of power failure. 5-year manufacture warranty is required. Model: MAX MEGATRON 2200 PRO or approved equal.
• monitored reflective photo eyes: shall be installed to comply with swing gate operators. • Direct Burial Loop: 4' X 10' with 60' of lead-in Preformed Detection Loop, Use As Exit & Reverse Loop. Shall be placed prior to paving concrete installation. Model: Vehicle BDEL28-60 or approved equal. • Loop detectors. Shall be a plug-in detector, 10-30v AC/DC, 10 position molex plug and play connector. It shall be easy access front panel reset switch. Model: Diablo DSP-40 or approved equal.
• Door controller. It shall be capable to store up to 3000 user names, 255 area codes. Two 16 VAC, 20 VA power transformers supplied. Model: DoorKing 1838-081 or approved equal.
• Wireless wiegand bridge: It shall be used to make any key switch/pushbutton wireless and allow controller interface with both vehicle entry and exit gates. Model: SureFi DS004 or approved equal.
• Proximity card reader w/enclosure, surface mount. Model: DoorKing 1815-330 or approved equal.
• In-ground gooseneck pedestal. Shall be 74" tall and Rugged and weather resistant.

Model: Linear GNB-1 or approved equal.
• Emergency services access key switch installed at vehicle entry gate. Model: Knox 3502 or approved equal.
• Emergency services strobe access installed at vehicle entry gate. Model: Tomar 1790- 1014-SM2 or approved equal.
536
94 Pedestrian Gate
• Gate box with Lever shall be weatherproof for exterior application. It shall be key-operated self-latching with free exit application, color Black.
• Auto Close Hinge: shall be able to hold up 330 lbs gate panel and self-close with hydraulic damping. The closing speed and closing pressure shall be adjustable.

It shall be weatherproof and the closing speed will not be affected by temporary changes. Color Black. Model: Mammoth 180 C-Locmambk or approved equal.

Concrete work shall conform to Section 201-1 “Portland Cement Concrete” of the Greenbook.

EXECUTION
Examination
• Verify that field conditions are acceptable and are ready to receive work. • Beginning of installation means the erector accepts existing conditions. • Post Staking: Prior to installation, Contractor shall stake all the post location for review and approval.

Fabrication
• Weld all shop connections. Welds shall be smooth, continuous beads, free to excessive roughness and spatter. Grind surface welds smooth and flush to match and blend with parent metal surfaces. All edges and corners shall be radiused and smooth with no sharp points.
• Exposed Mechanical Fastenings: Use fasteners fabricated from same basic metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials Flush countersunk screws or bolts; concealed where possible; consistent with design of component, except where specifically noted otherwise.
• Metal Swing Gate shall be fabricated using welded ornamental fence panel material and gate ends having a 1-1/4” square cross-sectional size. All rail and upright intersections shall be joined by welding. All picket and rail intersections shall also be joined by welding.

Gates are to be fully assembled and match railing using same components. Gate posts shall be spaced according to the manufacturers’ Shop Drawings with field verification, dependent on standard out-to-out gate leaf dimensions and gate hardware selected.

Installation
• Install items plumb and level, accurately fitted, free from distortion or defects and securely and rigidly attached to supporting construction and as detailed. • Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. 537
95 • Connections and anchors shall be adequate to sustain normal loads, which may be imposed, securely welded or bolted, conforming to AISC standards. Excess length of bolts where exposed to view to be cut off and ground smooth. Use spacer washers when fastening through finish materials.
• All welding shall conform to requirements of the Committee for Standard Tests for Welds of the American Welding Society. All welding shall be electric arc process. Welds exposed in finish work shall be filled out flush, ground and dressed. Welders for structural shall be certified.
• After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete.

MEASUREMENT AND PAYMENT
This item shall be unit price bid per Lump Sum (LS) and shall include full compensation for furnishing all labor, materials, tools, testing, equipment, and incidentals and for doing all the work involved in constructing the AUTOMATIC VEHICULAR GATE AND PEDESTRIAN GATE AT GRUWELL, complete and operational in place. The foregoing includes, without limitation, shop drawings, testing, gate panel, post, concrete footing, concrete pad, hardware, gate opener and detector, gate operator, door controller, detector, electrical power, control wire and conduit, emergency service access device, connection, metal gate glide in concrete, and all items necessary to operate both vehicular gates and pedestrian gate as shown on the Plans, and as directed by the Engineer. No additional compensation will be allowed. Payment shall also include the manufacturer’s warranty.

BID ITEM NO. 55: INSTALL DECORATIVE AUTOMATED WROUGHT IRON GATE (PALOMAR), COMPLETE AND OPERATIONAL
WORK
The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation and services to complete the automated Vehicular gate, metal fencing, concrete footing and related work as shown at the Palomar main entry of Wildomar Cemetery on the drawings and/or specified herein and as necessary for a complete and operational installation.

SUBMITTALS
Appropriate Submittals and Shop Drawings for shall include the following:
• Samples: Provide 12”x12” or 12” length minimum sample size of each product type with the final color, and finish represented.
• Complete shop drawings of all fencing prior to manufacturing:
o Indicate profiles, edge and joint conditions, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. o Dimensions and assembly of gate and fence panels, brackets, reinforcements, anchors, and welded and bolted connections.
o Indicate component and electrical connection details, materials, finishes, connection and joining methods, and the relationship to adjoining work. 538
96 • Vehicular Gate Automation Equipment, including but not limited to the following:
o gate operators
o monitored reflective photo eyes
o Direct Burial Loop
o Loop detectors.
o door controller.
o wireless wiegand bridge
o proximity card reader w/enclosure
o in-ground gooseneck pedestal
o emergency services access key switch
o emergency services strobe access
• Pedestrian Gate
o Gate box with Lever
o Auto Close Hinge
• Concrete Footing Concrete Mix Design

PRODUCT STORAGE
Store materials, either plain or fabricated, above ground on platforms, pallets, skids, or other supports. Keep material free from dirt, grease, and other foreign matter and protect from corrosion.

MATERIALS
Gate Materials: All the gate and fence panels, where steel components are indicated to be galvanized, shall be prepared, primed and painted in black color, semi-gloss finish. • Vehicular Gate Panel: about 8' wide, 6'-3" to 7'-3" tall. There is a 3' diameter city emblem welded on the left panel.
• Fence panel between two pilaster on the left-sides: about 6'-3" tall and 5'-8" wide. • Pedestrian Gate Panel: 3'-4" wide, 6'-3" to 6'-8" tall, • Pedestrian Gate Side Panel: 2' wide and 6'-3" tall.
• Contractor shall verify the dimension in field and report inconsistency prior to fabrication.

Gate Automation Equipment, including but not limited to the following:
• Swing gate operators shall be capable of opening gates up to 2500 lbs./15 ft. and the brushless DC motor equivalent to 1/2 HP AC motor. It shall have a fast speed direct drive opens gate 90 degrees within18 seconds. The operator shall have gold zinc coating for corrosion protection. This operator shall have battery backup providing 400 cycles in case of power failure. 5-year manufacture warranty is required. Model: MAX MEGATRON 2200 PRO or approved equal.
539
97 • monitored reflective photo eyes: shall be installed to comply with swing gate operators. • Direct Burial Loop: 4' X 10' with 60' of lead-in Preformed Detection Loop, Use As Exit & Reverse Loop. Shall be placed prior to paving concrete installation. Model: Vehicle BDEL28-60 or approved equal. • Loop detectors. Shall be a plug-in detector, 10-30v AC/DC, 10 position molex plug and play connector. It shall be easy access front panel reset switch. Model: Diablo DSP-40 or approved equal.
• Door controller. It shall be capable to store up to 3000 user names, 255 area codes. Two 16 VAC, 20 VA power transformers supplied. Model:DoorKing 1838-081 or approved equal.
• Wireless wiegand bridge: It shall be used to make any key switch/pushbutton wireless and allow controller interface with both vehicle entry and exit gates. Model: SureFi DS004 or approved equal.
• Proximity card reader w/enclosure, surface mount. Model: DoorKing 1815-330 or approved equal.
• In-ground gooseneck pedestal. Shall be 74" tall and Rugged and weather resistant.

Concrete work shall conform to Section 201-1 “Portland Cement Concrete” of the Greenbook.

EXECUTION
Examination
• Verify that field conditions are acceptable and are ready to receive work. • Beginning of installation means erector accepts existing conditions. • Post Staking: Prior to installation, Contractor shall stake all the post location for review and approval.

Gates are to be fully assembled and match railing using same components. Gate posts 540
98 shall be spaced according to the manufacturers’ Shop Drawings with field verification, dependent on standard out-to-out gate leaf dimensions and gate hardware selected.

Type and quantity of gate hinges shall be based on the application, weight, height, and number of gate cycles. The manufacturers’ Shop Drawings shall identify the necessary gate hardware required for the application. Gate hardware shall be provided by the manufacturer of the gate and shall be installed per manufacturer’s recommendations. • Installation
• Install items plumb and level, accurately fitted, free from distortion or defects and securely and rigidly attached to supporting construction and as detailed. • Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. • Connections and anchors shall be adequate to sustain normal loads, which may be imposed, securely welded or bolted, conforming to AISC standards. Excess length of bolts where exposed to view to be cut off and ground smooth. Use spacer washers when fastening through finish materials.
• All welding shall conform to requirements of the Committee for Standard Tests for Welds of the American Welding Society. All welding shall be electric arc process. Welds exposed in finish work shall be filled out flush, ground and dressed. Welders for structural shall be certified.
• After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete.

MEASUREMENT AND PAYMENT
This item shall be unit price bid per Lump Sum (LS) and shall include full compensation for furnishing all labor, materials, tools, testing, equipment, and incidentals and for doing all the work involved in constructing the AUTOMATIC VEHICULAR GATE AT PALOMAR, complete and operational in place. The foregoing includes, without limitation, shop drawings, testing, gate panel, post, concrete footing, concrete pad, hardware, gate opener and detector, gate operator, door controller, detector, electrical power, control wire and conduit, emergency service access device, connection, metal gate glide in concrete, and all items necessary to operate the vehicular gates, as shown on the Plans, and as directed by the Engineer. No additional compensation will be allowed. Payment shall also include the manufacturer’s warranty.

BID ITEM NO. 56: INSTALL DECORATIVE WROUGHT IRON SWING GATE (GRUWELL

PEDESTRIAN ACCESS)
WORK
The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation and services to complete the roll gate, gate stop and support posts, rollers, wheels, concrete footing and related work as shown at the trash enclosure location on Gruwell Street on the drawings and/or specified herein and as necessary for a complete and operational installation.

SUBMITTALS
Appropriate Submittals and Shop Drawings for shall include the following:
541
99 • Samples: Provide 12”x12” or 12” length minimum sample size of each product type with the final color, and finish represented.
• Complete shop drawings of all gate elements prior to manufacturing:
o Indicate profiles, edge and joint conditions, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. o Dimensions and assembly of gate and fence panels, brackets, reinforcements, anchors, rollers, wheels, gate track, and welded and bolted connections. o Indicate component details, materials, finishes, connection and joining methods, and the relationship to adjoining work.

MATERIALS
Gate Materials: All the gate (frame, railing and picket fence), posts (support and stop), post base plate, and gate track shall be steel, galvanized, and prepared, primed and painted in black color, semi-gloss finish.

Wheel Gate Rollers: Gate rollers shall have a minimum of a 2” diameter rollers with a 3” minimum length. All metal components of the roller shall be steel, galvanized, and prepared, primed and painted in black color, semi-gloss finish.

Gate Wheel: Shall be metal with v-groove designed for inverted v track.

Fabrication
• Weld all shop connections. Welds shall be smooth, continuous beads, free to excessive roughness and spatter. Grind surface welds smooth and flush to match and blend with parent metal surfaces. All edges and corners shall be radiused and smooth with no sharp points.
• Exposed Mechanical Fastenings: Use fasteners fabricated from same basic metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials Flush countersunk screws or bolts; concealed where possible; consistent with design of component, except where specifically noted otherwise.
542
100
• All rail and upright intersections shall be joined by welding. All picket and rail intersections shall also be joined by welding. Gates are to be fully assembled and match railing using same components. Gate posts shall be spaced according to the manufacturers’ Shop Drawings with field verification, dependent on standard out-to-out gate leaf dimensions and gate hardware selected. The manufacturers’ Shop Drawings shall identify the necessary gate hardware required for the application. Gate hardware shall be provided by the manufacturer of the gate and shall be installed per manufacturer’s recommendations.

Installation
• Install items plumb and level, accurately fitted, free from distortion or defects and securely and rigidly attached to supporting construction and as detailed. • Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. • Connections and anchors shall be adequate to sustain normal loads, which may be imposed, securely welded or bolted, conforming to AISC standards. Excess length of bolts where exposed to view to be cut off and ground smooth. Use spacer washers when fastening through finish materials.
• All welding shall conform to requirements of the Committee for Standard Tests for Welds of the American Welding Society. All welding shall be electric arc process. Welds exposed in finish work shall be filled out flush, ground and dressed. Welders for structural shall be certified.
• After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete.

MEASUREMENT AND PAYMENT
This item shall be unit price bid per Lump Sum (LS) and shall include full compensation for furnishing all labor, materials, tools, testing, equipment, and incidentals and for doing all the work involved in constructing the ROLL GATE AT GRUWELL, complete and operational in place. The foregoing includes, without limitation, shop drawings, testing, gate panel, post, concrete footing, concrete track, gate, and all items necessary to operate the roll gate, as shown on the Plans, and as directed by the Engineer. No additional compensation will be allowed. Payment shall also include the manufacturer’s warranty.

BID ITEM NO. 57: INSTALL DECORATIVE WROUGHT IRON ROLL GATE (GRUWELL

WASTE ENCLOSURE ACCESS)
WORK
The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation and services to complete the roll gate, gate stop and support posts, rollers, wheels, concrete footing and related work as shown at the trash enclosure location on Gruwell Street on the drawings and/or specified herein and as necessary for a complete and operational installation. 543
101

Gate Wheel: Shall be metal with v-groove designed for inverted v track.

Fabrication
• Weld all shop connections. Welds shall be smooth, continuous beads, free to excessive roughness and spatter. Grind surface welds smooth and flush to match and blend with parent metal surfaces. All edges and corners shall be radiused and smooth with no sharp points.
544
102
• Exposed Mechanical Fastenings: Use fasteners fabricated from same basic metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials Flush countersunk screws or bolts; concealed where possible; consistent with design of component, except where specifically noted otherwise.
• All rail and upright intersections shall be joined by welding. All picket and rail intersections shall also be joined by welding. Gates are to be fully assembled and match railing using same components. Gate posts shall be spaced according to the manufacturers’ Shop Drawings with field verification, dependent on standard out-to-out gate leaf dimensions and gate hardware selected. The manufacturers’ Shop Drawings shall identify the necessary gate hardware required for the application. Gate hardware shall be provided by the manufacturer of the gate and shall be installed per manufacturer’s recommendations.

Installation
• Install items plumb and level, accurately fitted, free from distortion or defects and securely and rigidly attached to supporting construction and as detailed. • Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. • Connections and anchors shall be adequate to sustain normal loads, which may be imposed, securely welded or bolted, conforming to AISC standards. Excess length of bolts where exposed to view to be cut off and ground smooth. Use spacer washers when fastening through finish materials.
• All welding shall conform to requirements of the Committee for Standard Tests for Welds of the American Welding Society. All welding shall be electric arc process. Welds exposed in finish work shall be filled out flush, ground and dressed. Welders for structural shall be certified.
• After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete.

MEASUREMENT AND PAYMENT
This item shall be unit price bid per Lump Sum (LS) and shall include full compensation for furnishing all labor, materials, tools, testing, equipment, and incidentals and for doing all the work involved in constructing the ROLL GATE AT GRUWELL, complete and operational in place. The foregoing includes, without limitation, shop drawings, testing, gate panel, post, concrete footing, concrete track, gate, and all items necessary to operate the roll gate, as shown on the Plans, and as directed by the Engineer. No additional compensation will be allowed. Payment shall also include the manufacturer’s warranty.

BID ITEM NO. 58: INSTALL 4’ HIGH DECORATIVE WROUGHT IRON FENCE TO MATCH

EXISTING
The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation and services to complete the installation of replacement wrought iron fencing where noted on the plans such that it matches existing style, configuration, dimensions, and color. This work shall conform to the requirements of Sections 201-1 “Portland Cement Concrete” and 304 “Metal Fabrication and Construction” of Greenbook, and these Technical Specifications. 545
103

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit shop drawings that detail the wrought iron fencing components required, including:

1. Typical frame, line post, railings and picket sizes.

2. Color samples.

3. Concrete mix designs for footings.

4. Weld locations and types.

MATERIALS

1. Gate Materials: All the gate (frame, railing and picket fence), posts (support and stop), post base plate, and gate track shall be steel, galvanized, and prepared, primed and painted in black color, semi-gloss finish.

Fabrication
• Weld all shop connections. Welds shall be smooth, continuous beads, free to excessive roughness and spatter. Grind surface welds smooth and flush to match and blend with parent metal surfaces. All edges and corners shall be radiused and smooth with no sharp points.
• Exposed Mechanical Fastenings: Use fasteners fabricated from same basic metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials Flush countersunk screws or bolts; concealed where possible; consistent with design of component, except where specifically noted otherwise.
• All rail and upright intersections shall be joined by welding. All picket and rail intersections shall also be joined by welding. Gates are to be fully assembled and match railing using same components. Fence posts shall be spaced according to the manufacturers’ Shop Drawings with field verification, dependent on standard out-to-out gate leaf dimensions and gate hardware selected. The manufacturers’ Shop Drawings shall identify the necessary gate hardware required for the application. Fence hardware shall be provided by the manufacturer of the gate and shall be installed per manufacturer’s recommendations.

Installation
• Install items plumb and level, accurately fitted, free from distortion or defects and securely and rigidly attached to supporting construction and as detailed. 546
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• Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. • Connections and anchors shall be adequate to sustain normal loads, which may be imposed, securely welded or bolted, conforming to AISC standards. Excess length of bolts where exposed to view to be cut off and ground smooth. Use spacer washers when fastening through finish materials.
• All welding shall conform to requirements of the Committee for Standard Tests for Welds of the American Welding Society. All welding shall be electric arc process. Welds exposed in finish work shall be filled out flush, ground and dressed. Welders for structural shall be certified.
• After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete.

MEASUREMENT AND PAYMENT
This item shall be unit price bid per Lineal Foort (LF) and shall include full compensation for furnishing all labor, materials, tools, testing, equipment, and incidentals and for doing all the work involved in constructing the 4.0' HIGH DECORATIVE WROUGHT IRON FENCE TO MATCH EXISTING, complete and accepted. The foregoing includes, without limitation, shop drawings, testing, fencing, post, concrete footing, and incidentals necessary to complete the installation of the fence, as shown on the Plans, and as directed by the Engineer. No additional compensation will be allowed.

BID ITEM NO. 59: INSTALL 4.5' HIGH DECORATIVE WROUGHT IRON FENCE The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation and services to complete the installation of new wrought iron fencing where noted on the plans. This work shall conform to the requirements of Sections 201-1 “Portland Cement Concrete” and 304 “Metal Fabrication and Construction” of Greenbook, and these Technical Specifications.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit shop drawings that detail the wrought iron fencing components required, including:

1. Typical frame, line post, railings and picket sizes.

2. Color samples.

3. Concrete mix designs for footings.

4. Weld locations and types.

MATERIALS

Fabrication
• Weld all shop connections. Welds shall be smooth, continuous beads, free to excessive roughness and spatter. Grind surface welds smooth and flush to match and blend with parent metal surfaces. All edges and corners shall be radiused and smooth with no sharp points.
• Exposed Mechanical Fastenings: Use fasteners fabricated from same basic metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials Flush countersunk screws or bolts; concealed where possible; consistent with design of component, except where specifically noted otherwise.
• All rail and upright intersections shall be joined by welding. All picket and rail intersections shall also be joined by welding. Gates are to be fully assembled and match railing using same components. Fence posts shall be spaced according to the manufacturers’ Shop Drawings with field verification, dependent on standard out-to-out gate leaf dimensions and gate hardware selected. The manufacturers’ Shop Drawings shall identify the necessary gate hardware required for the application. Fence hardware shall be provided by the manufacturer of the gate and shall be installed per manufacturer’s recommendations.

Installation
• Install items plumb and level, accurately fitted, free from distortion or defects and securely and rigidly attached to supporting construction and as detailed. • Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. • Connections and anchors shall be adequate to sustain normal loads, which may be imposed, securely welded or bolted, conforming to AISC standards. Excess length of bolts where exposed to view to be cut off and ground smooth. Use spacer washers when fastening through finish materials.
• All welding shall conform to requirements of the Committee for Standard Tests for Welds of the American Welding Society. All welding shall be electric arc process. Welds exposed in finish work shall be filled out flush, ground and dressed. Welders for structural shall be certified.
• After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete.
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MEASUREMENT AND PAYMENT
This item shall be unit price bid per Lineal Foort (LF) and shall include full compensation for furnishing all labor, materials, tools, testing, equipment, and incidentals and for doing all the work involved in constructing the 4.5' HIGH DECORATIVE WROUGHT IRON FENC, complete and accepted. The foregoing includes, without limitation, shop drawings, testing, fencing, post, concrete footing, and incidentals necessary to complete the installation of the fence, as shown on the Plans, and as directed by the Engineer. No additional compensation will be allowed.

BID ITEM NO. 60: INSTALL 6.5' HIGH DECORATIVE WROUGHT IRON FENCE The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation and services to complete the installation of new wrought iron fencing where noted on the plans. This work shall conform to the requirements of Sections 201-1 “Portland Cement Concrete” and 304 “Metal Fabrication and Construction” of Greenbook, and these Technical Specifications.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit shop drawings that detail the wrought iron fencing components required, including:

1. Typical frame, line post, railings and picket sizes.

2. Color samples.

3. Concrete mix designs for footings.

4. Weld locations and types.

MATERIALS

Fabrication
• Weld all shop connections. Welds shall be smooth, continuous beads, free to excessive roughness and spatter. Grind surface welds smooth and flush to match and blend with parent metal surfaces. All edges and corners shall be radiused and smooth with no sharp points.
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• Exposed Mechanical Fastenings: Use fasteners fabricated from same basic metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials Flush countersunk screws or bolts; concealed where possible; consistent with design of component, except where specifically noted otherwise.
• All rail and upright intersections shall be joined by welding. All picket and rail intersections shall also be joined by welding. Gates are to be fully assembled and match railing using same components. Fence posts shall be spaced according to the manufacturers’ Shop Drawings with field verification, dependent on standard out-to-out gate leaf dimensions and gate hardware selected. The manufacturers’ Shop Drawings shall identify the necessary gate hardware required for the application. Fence hardware shall be provided by the manufacturer of the gate and shall be installed per manufacturer’s recommendations.

Installation
• Install items plumb and level, accurately fitted, free from distortion or defects and securely and rigidly attached to supporting construction and as detailed. • Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. • Connections and anchors shall be adequate to sustain normal loads, which may be imposed, securely welded or bolted, conforming to AISC standards. Excess length of bolts where exposed to view to be cut off and ground smooth. Use spacer washers when fastening through finish materials.
• All welding shall conform to requirements of the Committee for Standard Tests for Welds of the American Welding Society. All welding shall be electric arc process. Welds exposed in finish work shall be filled out flush, ground and dressed. Welders for structural shall be certified.
• After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete.

MEASUREMENT AND PAYMENT
This item shall be unit price bid per Lineal Foort (LF) and shall include full compensation for furnishing all labor, materials, tools, testing, equipment, and incidentals and for doing all the work involved in constructing the 6.5' HIGH DECORATIVE WROUGHT IRON FENC, complete and accepted. The foregoing includes, without limitation, shop drawings, testing, fencing, post, concrete footing, and incidentals necessary to complete the installation of the fence, as shown on the Plans, and as directed by the Engineer. No additional compensation will be allowed.

BID ITEM NO. 61: INSTALL 4’ HIGH CHAIN LINK FENCE
The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation and services to complete the installation of new chain link fencing where noted on the plans. This work shall conform to the requirements of Sections 201-1 “Portland Cement Concrete” and 304- 3 “Chain Link Fence” of the Greenbook, and these Technical Specifications. 550
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SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit shop drawings that detail the chain link fencing components required, including:

1. Typical frame, line post, railings and chain link fabric gauge.

2. Concrete mix designs for footings.

3. Connections, brackets, fasteners and miscellaneous fittings.

MATERIALS
Chain link fencing fabric, posts, connections, brackets, fasteners, miscellaneous fittings and railing shall be hot dipped and galvanized steel.

Payment shall be made at the Contract Unit Price per Lineal Foot (LF) for INSTALL 4.0’ HIGH CHAIN LINK FENCE shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 62: INSTALL SPLIT RAIL VINYL FENCE TO MATCH EXISTING The Contractor shall construct new split rail vinyl fence to match existing split rail vinyl fencing.

Temporary relocation or alteration of fences requested by the Contractor for convenience of construction or for safety barriers shall be approved by the Engineer, and all costs associated with said temporary work shall be considered as included in other bid items, and no additional compensation will be made therefore. The Contractor is to finish grade the ground and trail where fencing shall be installed. The height and spacing of posts shall match the height, color and spacing of the existing fence. All new material shall match or exceed the quality of the existing fence. Footings shall be per manufacturer’s recommendation, and at a minimum 18” deep, 12” diameter, and
Payment shall be made at the Contract Unit Price per Lineal Foot (LF) for INSTALL SPLIT RAIL VINYL FENCE TO MATCH EXISTING shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 63: INSTALL COBBLE ROCK
The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation and services to complete the installation of cobble rock in mortar where noted on the plans. This work shall conform to the requirements of Sections 201-5 “Cement Mortar” and 303-1 “Concrete Structures” of the Greenbook, and these Technical Specifications. 551
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GENERAL
Cobble rock shall be gray and approximately 6” nominal diameter to create a non-walkable surface as noted on the plans. It shall be set in Type N Mortar that consists of 1 part Portland cement, 1 part lime, and 6 parts sand.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Square Foot (SF) for INSTALL COBBLE ROCK shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 64: INSTALL CLASS V ROCK SLOPE PROTECTION
The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation, and services to complete the installation of new Class V Rock slope protection as noted on the plans.

This work shall conform to the requirements of Sections 200-1.6, 300-9 “Geotextiles for Erosion Control”, "Rock for Slope and Erosion Protection (Riprap)”, and 300-11, "Rock Slope and Erosion Protection (Riprap)" of the Greenbook, and these Technical Specifications.

Fabric shall be installed per manufacturer’s recommendation.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Cubic Yard (CY) for INSTALL CLASS V ROCK SLOPE PROTECTION shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 65: INSTALL FRACTURED ROCK
The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation, and services to complete the installation of Fractured Rock as noted on the plans. This work shall conform to the requirements of Section 200-1.2 “Crushed Rock and Rock Dust” of the Greenbook, and theses Technical Specifications.

GENERAL
After grading and compaction, the Contractor shall clean and prepare areas to receive rock slope protection and install geotextile woven fabric with a grab tensile strength greater than 200 pounds. Fabric shall be installed per manufacturer’s recommendation. 552
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Nominal diameter of the Fractured Rock shall be ¾-inch.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Cubic Yard (CY) for INSTALL FRACTURED ROCK shall include full compensation for all work including but not limited to, furnishing all materials, labor, transportation, tools, equipment, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

BID ITEM NO. 66: CONSTRUCT DECORATIVE PERIMETER WALL
The contractor shall furnish all labor, materials, testing, equipment, facilities, transportation and services to complete the installation of new masonry block perimeter wall and pilasters around the Wildomar Cemetery as noted on the plans. This work includes the excavation and removals associated with the concrete footings, construction of the concrete footings, installation of the steel reinforcement bars, installation of the Concrete Masonry Unity walls and pilasters, monument sign and lighting at the Gruwell Street Entrance, decorative rock veneer, caps and all other incidentals included in the construction of the perimeter wall along the Wildomar Cemetery Palomar Street and Gruwell Street frontage.

This work shall conform to the requirements of Sections 200 “Rock Materials”, 201 “Concrete, Mortar, and Related Materials”, 202 “Masonry Materials”, 303 “Concrete and Masonry Construction”, and 304 “Metal Fabrication and Construction” of the Greenbook, and these Technical Specifications.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit shop drawings that detail the decorative perimeter wall components required, including:

1. CMU block and cap manufacturer and product information.

2. Concrete mix designs for footings and wall caps.

3. Mortar and grout mix designs.

4. Rock veneer supplier product information.

5. Monument sign along the Gruwell Street Entrance including proposed colors to match block and rock veneer.

6. Lighting system to light Gruwell Street Entrance monument sign.

Should the Contractor request product information other than those specified on the plans, the Contractor shall provide physical samples of the CMU to the City upon request for approval. A physical sample of the rock veneer, monument sign tile and concrete materials shall be provided to the City for the Engineer’s approval prior to ordering materials.

MATERIALS
CMU Block: Shall be Orco Block and Hardscape Products as noted on the plans or approved equal size, dimensions, aesthetics, color, and style. The Contractor must submit or equal request 553
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in writing to the City during the bid for approval in writing via bid addendum to be considered or equal, otherwise it will be assumed the contractor shall provide CMU types as specified on the plans.

Reinforcing Steel: Shall be Grade 40 for #4 bar and smaller, all other steel shall be Grade 60.

Monument Sign: Shall be compromised of tile for the background, pre-cast and/or cast in place concrete materials for the border with the lettering a minimum of ½” thick weather resistant bronze cast metal and mounted to the plinth concrete using tamper proof rosette option or pin-in-hex screws with a minimum of 3” embedment at minimum of 2 per each letter, with priming and semigloss exterior paint finish. Color scheme shall generally match the Wildomar Cemetery Master Plan.

Lighting system shall be low voltage lighting photo-voltaic lighting system to be energized with the gate motor service at the automated gate at Gruwell Steet.

Rock Veneer shall be D.C. Ranch Cobble as supplied by Rock & Block Hardscape Supply located at 42368 Rio Nedo Rd, Temecula, CA 92590. A link to their product guide is as follows:
https://www.rockandblock.co/natural-stone. Veneer shall be installed per suppliers recommendations with flush joints and surface.

MEASUREMENT AND PAYMENT
This item shall be unit price bid per Lineal Foot (LF) and shall include full compensation for furnishing all labor, materials, tools, testing, equipment, and incidentals and for doing all the work involved in constructing the CONSTRUCT DECORATIVE PERIMETER WALL, complete and operational in place. The foregoing includes, without limitation, shop drawings and submittals, excavation and removals associated with the concrete footings, construction of the concrete footings, installation of the steel reinforcement bars, installation of the Concrete Masonry Unity walls and pilasters, monument sign and lighting at the Gruwell Street Entrance, decorative rock veneer, caps and all other incidentals included in the construction of the perimeter wall along the Wildomar Cemetery Palomar Street and Gruwell Street frontage, as shown on the Plans, and as directed by the Engineer. No additional compensation will be allowed.

Contractor shall provide a Schedule of Values for the bid item Construct Decorative Perimeter Wall at the pre-construction meeting prior to commencement of any Work with the project. The schedule of values will be used for the basis of payment should additional items be requested by the Engineer or other agency.

BID ITEM NO. 67: TRAFFIC STRIPING, PAVEMENT MARKINGS, MARKERS, AND

SIGNAGE
Traffic Striping, markings, raised markers, and signing shall include the layout and application of thermoplastic traffic striping, including raised pavement markers (buttons), and installation of signs as shown on the plans and in accordance with Section 84, “Traffic Stripes and Pavement Markings,” Section 85, “Pavement Markers,”, and Section 56, “Signs” of the Caltrans Standard Specifications, the General Provisions and these Special Provisions. 554
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Removal of existing traffic striping and pavement markings shall comply with the requirements of Section 15-2.02C of the State Standard Specifications.

All existing striping and markings within the areas of work and as directed by the Engineer shall be removed prior to placing any resurfacing. This does not apply to areas proposed for base repair, leveling course, overlay, reconstruction and within grinding limits.

Striping removal shall occur no sooner than two (2) calendar days prior to the pavement resurfacing. If the stripe removal is performed on a day other than the day of pavement resurfacing, the Contractor shall supply and install temporary pavement markings as detailed in these specifications. The Contractor shall be responsible for the continued maintenance of and removal of the temporary pavement markings prior to placement of the resurfacing.

All limit lines, crosswalks and legends within the project limit shall be scarified prior to resurfacing.

Scarification shall be performed by grinding such that at least 50% of the underlying pavement is exposed.

Grinding material shall be removed immediately as the work progresses. Accumulation of grinding material which may constitute a hazard to traffic or a potential source of pollution in stormwater runoff shall not be permitted.

The striping and/or signing layout shall be approved by the Engineer prior to installation of permanent striping/signing. The layout shall be subject to minor changes and variations from the Plans, as required by existing field conditions. The Contractor shall contact the Engineer at least five (5) working days prior to commencing work, for approval of proposed striping/signing layout.

Striping shall be placed on project-treated pavement no sooner than 7 days after treatment is placed and no longer than 10 days after the asphalt is placed. Striping shall include application of thermoplastic in accordance with Caltrans Standard Plan Nos. A20A through A20D.

Pavement Markings shall include application of thermoplastic pavement markings, words, arrows, crosswalks and limit line, as shown on the Plan, in accordance with Caltrans Standard Plan Nos.

A24A through A24E, and Caltrans Standard Specifications stated above.

The marking layout shall be approved by the Engineer prior to installation of permanent marking.

The thermoplastic material shall be applied by extrusion method in a single uniform layer. Unless otherwise noted on the plans or in these specifications. To prevent motorists from driving through and tracking wet striping and markings, traffic control shall be installed and maintained until the thermoplastic is completely dry.

Thermoplastic material shall be free of lead and chromium and shall conform to the requirements in California Department of Transportation, Specification PTH-02ALKYD. Retroreflectivity of the thermoplastic traffic stripes and pavement markings shall conform to the requirements in ASTM Designation: D 6359-99. White thermoplastic pavement markings shall have a minimum initial retroreflectivity of 250 mcd m-2 lx-1. Yellow thermoplastic pavement markings shall have a minimum initial retroreflectivity of 150 mcd m-2 lx-1.
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Thermoplastic pavement markings shall be free of runs, bubbles, craters, drag marks, stretch marks, and debris.

Stencils for pavement marking shall match City of Wildomar stencils exactly.

Where striping joins existing striping, the Contractor shall begin and end the transition from the existing striping pattern into or from the new striping pattern a sufficient distance to ensure continuity of the striping pattern.

Where existing striping, pavement markings, and pavement markers are affected by construction of the new improvements or require removal by sandblasting as shown on the plans, Contractor shall measure and document the existing striping conditions and re-install striping, pavement markings, and pavement markers in kind and in accordance with this Section or as directed by the Engineer once permanent improvements have been constructed as specified above.

Where existing pavement markings (i.e. Stop Legends, limit lines, X-walks, etc.) have been partially removed by the Contractors' operations, the Contractor shall renew the entire set of markings at that intersection unless otherwise instructed by the Engineer. Renewing a portion of the marking will not be acceptable.

Pavement markers shall be placed in conformance with the provisions in Section 85, “Pavement Markers,” of the Standard Specifications and these Special Provisions.

Retroreflective pavement markers shall comply with the specific intensity provisions for reflectance after abrading the lens surface in conformance with the “Steel Wool Abrasion Procedure” as specified in Section 85-1.05 “Retroreflective Pavement Markers”.

Roadside Signs furnished by the Contractor shall be of the standard size specified in the State of California Department of Transportation Sign Specification Sheets, unless otherwise indicated on the construction plans.

Sheeting shall be guaranteed against defects for a period of ten years from the date of fabrication.

The base metal shall be new aluminum, 0.08 gauge, of alloys 6061-T6 or 5052-H38 conforming to the requirements of ASTM Designation: B209.

Any reflective sheeting supplied as a part of this contract, whether as a legend or background, shall be FHWA FP-85 Type IIA or AASHTO M268 Type III.

Reflective sheeting shall be applied to the sign by a method approved by the manufacturer of the sheeting and shall produce a durable bond equal to or greater than the strength of the reflective sheeting. No air pockets or bubbles shall exist between the sheeting and aluminum backing.

The reflective material and screening inks or overlay film shall be graffiti proof. The graffiti proofing method shall be supplied by and/or approved by the sheeting manufacturer. Neither the color nor the reflective intensity of the finished sign shall be significantly diminished by the use of graffiti remover when used in a manner approved by the City of Wildomar in conjunction with the sheeting manufacturer. Any signs graffitied by over-the-counter spray paint or marking pens, which fail to be restored, shall be replaced by the sign sheeting manufacturer.

All letters and numerals shall be in accordance with the “Standard Alphabet of Highway Signs” as used by the State of California, Department of Transportation. 556
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All signs shall be installed using hex head bolts, washers, nuts and jam nuts in accordance with Caltrans Standard Plans RS2 or as directed by the Engineer.

Measurement and Payment
The contract LUMP SUM price paid for INSTALL TRAFFIC STRIPING, MARKINGS, RAISED MARKERS, AND SIGNING shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved in completing the requirements of this section including but not limited to all necessary grinding or sandblasting to remove existing striping/markings/raised markers and excavation/backfill required for sign post installation as directed by the Engineer and no additional compensation is allowed therefore.

BID ITEM NO. 68: TRAFFIC SIGNAL MODIFICATIONS (GRUWELL / PALOMAR

INTERSECTION)
WORK
This work consists of constructing traffic signal improvements at the Gruwell / Palomar Intersection including Standards, Poles, Controller Cabinet Assembly, Electrical Service Pedestal Assembly, Vehicles and Pedestrians Signals and Mountings, Luminaires, , Iteris Vantage Vector Next Video Detection System, GTT Opticom EVP System, Polara APS System, Signs, Pull Boxes, Conduit, Conductors and Cables, Wiring, Removing, Reinstalling or Salvaging Equipment, and any other work required to provide the intended operation at the locations shown on the project plans. All work to provide traffic signals, lighting and maintaining existing traffic management system elements during construction shall conform to the provisions of Section 86 of the Caltrans Standard Specifications and the project plans.

SUBMITTALS
Prior to the Contractor ordering products and/or materials, the Contractor shall submit material specifications and/or shop drawings that detail all required components to provide the intended operation as shown on the traffic signal plans; including, but not limited to: Standards, Poles, Controller Cabinet Assembly, Electrical Service Pedestal Assembly, Vehicles and Pedestrians Signals and Mountings, Luminaires, Iteris Vantage Vector Next Video Detection System, GTT Opticom EVP System, Polara APS System, Signs, Pull Boxes, Conduit, Conductors and Cables, Wiring, and Removing, Reinstalling or Salvaging Equipment.

MEASUREMENT AND PAYMENT
Payment for traffic signal work shall be included in the Lump Sum(LS) price paid for TRAFFIC SIGNAL MODIFICATIONS (GRUWELL / PALOMAR INTERSECTION) except for other listed contract bid items. The lump sum price for Traffic Signal Modification shall be considered full compensation for furnishing all labor, materials, equipment, tools and incidentals and no additional compensation will be allowed therefore.
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BID ITEM NO. 69: TRAFFIC SIGNAL MODIFICATIONS (WILDOMAR TRAIL / PALOMAR

INTERSECTION)
WORK
This work consists of constructing traffic signal improvements at the Wildomar Trail / Palomar Street Intersection including Standards, Poles, Controller Cabinet Assembly, Electrical Service Pedestal Assembly, Vehicles and Pedestrians Signals and Mountings, Luminaires, Iteris Vantage Vector Next Video Detection System, GTT Opticom EVP System, Polara APS System, Signs, Pull Boxes, Conduit, Conductors and Cables, Wiring, Removing, Reinstalling or Salvaging Equipment, and any other work required to provide the intended operation at the location shown on the project plans. . All work to provide traffic signals, lighting and maintaining existing traffic management system elements during construction shall conform to the provisions of Section 86 of the Caltrans Standard Specifications and the project plans.

MEASUREMENT AND PAYMENT
Payment for traffic signal work shall be included in the Lump Sum(LS) price paid for TRAFFIC SIGNAL MODIFICATIONS (WILDOMAR TRAIL / PALOMAR INTERSECTION)except for other listed contract bid items. The lump sum price for Traffic Signal Modification shall be considered full compensation for furnishing all labor, materials, equipment, tools and incidentals and no additional compensation will be allowed therefore.

BID ITEM NO. 70: INSTALL CEMETERY MAIN OFFICE SIGNAGE ASSEMBLY,

COLUMBARIUM PLINTH AND PLAQUE, & PET STATION
This work shall include furnishing and installing the Cemetery Main Office Signage Assembly, Columbarium Plinth and Plaque, and Pet Station per the Plans and manufacturer's specifications.

Delivery schedules shall be verified and certified in writing to the Engineer within ten days after the project commences.

Concrete work shall conform to Section 201-1 “Portland Cement Concrete” of the Greenbook.

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

2. Supplier product information on galvanized steel post, chain, and signage.

3. Shop drawing of the columbarium plinth and plaque illustrating dimensions, materials, proposed mounting, letter sizes and font, placque colors and paints, and concrete mix design.

Contractor shall provide catalog information and samples of the colors/finishes for review and

MATERIAL
Concrete footings: Shall be a 500-C-2500 mix design.

Concrete for Columbarium Plinth: Shall be a 500-D-2500 mix design or approved equal with a trowel finish. Plinths may also be pre-cast concrete.

Galvanized Steel Post: Shall be hot dipped and galvanized schedule 40 steel pipe with an outside diameter of 2-3/8” with a pipe wall thickness of 0.154” minimum. Eyelet bolt shall be welded with a fillet weld all sides and welds to be performed prior to being hot dipped and galvanized. Tubular steel post shall also have a hot dipped and galvanized signpost cap installed upon completion.

Chain: Shall be hot dipped and galvanized 3/8” Grade 80 steel chain.

Signage: Signs shall be reflective aluminum engineering grade materials and mounted to chain using a sign mounting bracket per the sign manufacturer’s recommendation.

Plinth Plaque: Shall be a minimum of ½” thick weather resistant bronze cast metal and mounted to the plinth concrete using tamper proof rosette option or pin-in-hex screws with a minimum of 3” embedment at all four (4) corners of the plaque. Plaque shall also be painted with exterior lacquer spray paint to match pattern and style to match existing plaque located in the columbarium.

Pet Station: Shall be commercial-grade, rust-proof aluminum construction with a powder-coated finish on bag dispenser and a galvanized steel pole. The dispenser shall hold up 1000 bags with lock. The station dimension is 72"H x 11"W x 7"D. Product model is D007, available through Anova Furnishings, (800)-325-3047, or approved equal.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Lump Sum (LS) for INSTALL CEMETERY

MAIN OFFICE SIGNAGE ASSEMBLY, COLUMBARIUM PLINTH AND PLAQUE, AND PET STATION shall include full compensation for furnishing all labor, materials, tools, equipment, surface mounting hardware, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed. Payment shall also include the manufacturer’s warranty.

Contractor shall provide a schedule of values for each of the Install Cemetery Main Office Signage Assembly, Columbarium Plinth and Plaque, and Pet Station items proposed and/or required in his/hers program prior to any work. The schedule of values will be used for the basis of payment 559
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should additional measures be requested by the Engineer or other regulatory agencies and not due to the failure of the contractor’s implementation of the Install Cemetery Main Office Signage Assembly, Columbarium Plinth and Plaque, and Pet Station.

BID ITEM NO. 71: INSTALL BENCH
WORK
This work shall include furnish and install Benches per the Plans and manufacturer's specifications.

Delivery schedules shall be verified and certified in writing to the Engineer within ten days after the project commences.

SUBMITTALS
Contractor shall provide catalog information and samples of the colors/finishes for review and approval by the Engineer. No materials for this section shall be purchased until such approval is granted.

MATERIAL
The bench shall be 6' cast steel bench with armrests on both sides and the center. See Plans for detailed dimensions. Color to be Bronze. The model number is DuMor 119-60 or approved equal.

Available through Coast Recreation, Inc, (714) 619-0100.

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

BID ITEM NO. 72: INSTALL REMOVABLE BOLLARD
WORK
This work shall include furnishing and installing Removable Bollard with footing per the Plans and manufacturer's specifications. Concrete footing shall be included and conform to the requirements of Section 303-1 Concrete Structures of the Greenbook and these Technical Specifications.

Delivery schedules shall be verified and certified in writing to the Engineer within ten days after the project commences.
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MATERIAL
Removable Bollard shall be a spherical top Steel Bollard with 6" Receiver. Material is schedule 80 pipe in 6"dimater and 30" tall from the finish grade. Color is Cedar Bronze. Model number is B-0340-80-3006, available through Tournesol, (800)-542-2282, or approved equal.

MEASUREMENT AND PAYMENT
Payment shall be made at the Contract Unit Price per Each (EA) for INSTALL REMOVABLE BOLLARD shall include full compensation for furnishing all labor, materials, tools, equipment, concrete footing, mounting hardware, and incidentals necessary to do all of the work involved thereof, complete in place, and accepted and no additional compensation will be allowed.

Payment shall also include the manufacturer’s warranty.

BID ITEM NO. 73: INSTALL TRASH RECEPTACLE
WORK
This work shall include furnishing and installing Trash Receptacle per the Plans and manufacturer's specifications.

Delivery schedules shall be verified and certified in writing to the Engineer within ten days after the project commences.

MATERIAL
Trash receptacle shall be 32-gallon steel receptacle with a 10" diameter opening on the top cover.

The liner to be galvanized instead of plastic. See Plans for dimensions. Color Bronze. Model number is 157-32 or approved equal. Available through Coast Recreation, Inc, (714) 619-0100.

Wildomar City CouncilOctober 9, 2024

Wildomar City Council
October 9, 2024